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HomeMy WebLinkAboutPermit PG18-0050 - STARBUCKS - BUILD OUT: PARTITIONS, EQUIPMENT, FIXTURES, FINISHES AND FURNITURESTARBUCKS 13038 INTERURBAN AVE S BLDG PGI 8-0050 Parcel No: Address: City of Tukwila a of ---'--'Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Une: 206'438'9350 Web site: httD://www.TukwIIaWA.gov PLUMBING/GAS PIPING PERMIT 0003000110 Permit Number: PG18-0050 13038 INTERURBAN AVE 5 BLDG Issue Date: 7/23/3818 Permit Expires On: 1/19/2019 Project Name: STARBUCKS Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: INTERURBAN 13038 LLC 1201 PACIFIC AVE #1400 C/O KIDDER MATHEWS, TACOMA, WA, 98402 CHARLIE CARROLL 5O62ND AVE, STEZ8O0,SEATTLE, WA, 98104 APEX PAINTING COMPAN 72DINDIGO [T'PDN1ONA CA, 91767 2262 ''' Phone: (513) 721-8080 Phone: (909) 593-9539 Expiration Date: 8/20/2019 DESCRIPTION OF WORK: TENANT BUILD OUT OF AN EXISTING SHELL BUILDING TO INCLUDE: NEW INTERIOR PARTITIONS, EQUIPMENT, FIXTURES, FINISHES, AND NEW EXTERIOR AND INTERIOR FURNITURE. INCLUDES BACKFLOW INSTALLATION WATTS SehesLFUO9. Valuation of Work: $163,111.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $440.18 Current Codes adopteby the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 20152015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-468: WA State Energy Code: 2017 2017 2017 Permit Center Authorized Signature: Date: 7:23-1 6 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development mit and agree to the conditions attached to this permit. Signature: Print Name: au7,77:7e- Date:-— l 1-[t( This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: Minimum 24 hours in advance the contractor shall call public Works at (206) 433-0179 to schedule a backflow inspection to be performed by Public Works Inspector for installation of the Reduced Pressure Principle Assembly (RPPA). RPPA shall be installed per manufacturer's specifications and upon installation tested by a certified tester. Copy of the test report shall be given to the PW Inspector. 16: Minimum 24 hours in advance the contractor shall call public Works at (206) 433-0179 to schedule a backflow inspection to be performed by Public Works Inspector for installation of the Reduced Pressure Principle Assembly (RPPA). RPPA shall be installed per manufacturer's specifications and upon installation tested by a certified tester. Copy of the test report shall be given to the PW Inspector. 17: Thereafter the RPPA shall be tested on annual basis at the owner's expense and copy of the test report forwarded to Tukwila Water Dept., 600 Minkler Blvd., Tukwila, WA 98188, phone 206 433-1860, fax.206 575-3404. 18: Thereafter the RPPA shall be tested on annual basis at the owner's expense and copy of the test report forwarded to Tukwila Water Dept., 600 Minkler Blvd., Tukwila, WA 98188, phone 206 433-1860, fax.206 575-3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH-IN PLUMBING CITY OF TUK13110 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SI`1ti LO King Co Assessor's Tax No.: 00300-0110 Site Address: 13038 Interurban Ave. S, Tukwila, WA Suite Number: Floor: Tenant Name: Starbucks PROPERTY OVER Name: Charlie Carroll Name: Interurban 13038 LLC Address: 506 2nd Ave, Suite 2800 Address: 1201 Pacific Ave, Suite 1400 City: Seattle State: WA City: Tacoma State: WA zip: 98402 COPFTtSON - pe on zlece vmag p NTACT mj« co... anon Name: Charlie Carroll Company Name: TBD Address: 506 2nd Ave, Suite 2800 City: Seattle State: WA Zip: 98104 Phone: (513) 721-8080 Fax: Email: c.carroll@crarchitects.com City: New Tenant: ❑ Yes . PLUMBIN Cb 3 CTORINFORMATI Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 163,111 Scope of Work (please provide detailed information): Tenant build out of an existing shell building to include: new interior partitions, equipment, fixtures, finishes, and new exterior and interior furniture. Building Use (per Int'l Building Code)- 2015 Occupancy (per Int'! Building Code): 48 Utility Purveyor: Water: Tukwila H:Applications\Forms-Applications On Line \2011 Applications,Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Sewer: Tukwila Page 1 of 2 rel Indicaterty e of;plumbing fixtures and/o0 piping outlets being installed and the quantity low. Fixture Type Qty Bidet Bathtub or combinatim '' 0 bath/shower 0 Urinal Dishwasher, domestic with independent drain Water heater and/or vent 0 Shower, single head trap 1 0 Sinks other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller 6 Rain water system — per drain (inside building) 0 0 Grease interceptor for commercial kitchen (>750 gallon capacity) 0 Each additional medical gas inlets/outlets greater than 5 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 2 Fixture Type Qty Bidet 0 Drinking fountain or water cooler (per head) 0 Lavatory 0 Urinal 0 Water heater and/or vent 0 Repair or alteration of water piping and/or water treatment equipment 1 Backflow protective device 0 other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller 2 2 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 0 Fixture Type Qty Clothes washer, domestic 0 Food -waste grinder, commercial 0 Wash fountain 0 Water closet 0 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of drainage or vent piping 1 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter 0 Gas piping outlets 0 Fixture Type Qty Dental unit, cuspidor 0 Floor drain 0 Receptor, indirect waste 4 Building sewer and each trailer park sewer 0 Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity 0 Medical gas piping system serving 1-5 inlets/outlets for a specific gas 0 Each lawn sprinkler system on any one meter including backflow protection devices 0 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 03/30/2018 Print Name: Charlie Carroll Day Telephone: (513) 721-8080 Mailing Address: 506 2nd Ave, Suite 2800 Seattle WA 98104 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-1 1.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS PermitT`RAK` Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID PG18-0050 Address: 13038 INTERURBAN AVE 5 BLDG Credit Card Fee pn: 0003000110. $10.36 Credit Card Fee R000.369.908.00.00 0.00 $10.36 PLUMBING $328.73 PERMIT FEE R000.322.100.00.00 0.00 $295.58 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $16.44 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14593 R000.322.900.04.00 0.00 $16.44 $355.53 Date Paid: Tuesday, May 29, 2018 Paid By: BRAD HAMILTON Pay Method: CREDIT CARD 021006 Printed: Tuesday, May 29, 2018 10:41 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS 2e�irtitTRiC Wc• .»""' !, 1 � $ $ 3 �v�.. .. � x �i:'t"a`v-5-"YP+�. ACCOUNT � .$ S' t5. QUANTITY ^� s i.�.x� Sk.. ^% �o Y PAID l u^h x� g Rl+ M1 4 P '4'p�+'�" kM t�+d' o I 18-009 �- '' ddress: J I G s II Il�p /�&' c 3n`n /�� yj AN AVEr � -: ''Apn:g 03 t Credit Card Fee o . ` $40.89; Credit Card Fee R000.369.908.00.00 0.00 $40.89 DEVELOPMENT, 362,86 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,362.86 x bx' --+.. .�..b •,id �4q �. c� +QN;.� ?.�_ Address•l �a4&7 � p '' k 4 t"•1 '._ Credit Card Fee k ^..��>g;K"- � a r ® Ap in 00030001 ....�'te:.�i€ T Y' _,w , di k '�a , '� Credit Card Fee R000.369.908.00.00 0.00 $2.47 PLUMBING,, PLAN CHECK FEE R000.322.103.00.00 0.00 $82.18 TOTAL FEES PAID BY RECEIPT: R14119 $1,488.40 Date Paid: Friday, March 30, 2018 Paid By: BRADLEY HAMILTON Pay Method: CREDIT CARD 096598 Printed: Friday, March 30, 2018 3:05 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 7"G/8-0 Project: .5-6tRarnK Type of Inspection: pL✓r""8#16- fiM-t Address: /3038 i blitiRuerdKu Mfg r Date Called: Special Instructions: Date Wanted: 8--t 7- (0 a.m. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Pi-un18/ua- Inspector: Date: sa-! 7-f C REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: s7m AKIO. Type of Inspection: /*NIGH/15/ /94 afrter G - Address: /V036 iti7rni449$4/#0 ..S Date Called: Special Instructions: Date Wanted. 16 le? a.m. • • Requester: Phone No: EApproved per applicable codes. Corrections required prior to approval. COMMENTS: Asatof "2./-1Avl Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pthig-0050, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit PI-Rject: .51-14‘eliptAft...0 Type of Inspection: 6 r--&-utrat,o-crrik_ Address: f., 4...51 Date Called: Special Instructions: Date Wanted 7 - . . RequesAr: iK eh, 4, r_it) Pna 7,g1 '%51 t 7 t kskApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: fr")144. — Qi2o11.0 ic •ortjp< Inspector: Date: 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. f6-18- on50 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: STIK8OCKS Type of Inspection: afko0414.1010‹, Address: /.9.r8 //vairRagege Wt' Date Called: Special Instructions: GROWD tAseAK Date Wanted: 7- 2 1-/e) (a.m. p -.-m. Requester: Phone No: proved per applicable codes. Corrections required prior to approval. COMMENTS: 1. SzesViDi kin -77A Pittr-s50,of 77Es/ Nov Inspector: Date: -/e3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 101.C11UUUMS Q4) IIILt!UIUdII 1,1-1/4) I a ES-LF009 For Health Hazard Applications Job Name Job Location Engineer Approval FILM* LEAD FREE* Contractor Approval Contractor's P.O. No Representative TUKWILA Series LF009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross - connections in piping systems or for containment at the service line entrance. The LF009 features Lead Free* construction to comply with Lead Free* installation requirements. This series features two in-line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assem- bly access. Sizes 1/4" - 1" (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenanc • Internal relief valve for reduced install • Replaceable seats for economical rep • Lead Free* cast copper silicon alloy bod \ 1/4' - 2" (8 - 50mm) • Ball r4ve test cockt -- screwdriver slo ed VI" - 1401Yd201114018 2" (8 - 50mm) • Fused epoxy coated cast iron body 21/2 and 3" • Large body passages provides low pr ssure drop • Compact, space saving design City of Tukwila • No special tools required for servicing BUILDING DIVISION Specifications RiCEVED MAY 1 7 2018 PUBLIC WORKS Test Cock No 3 Ball Type Test Cocks LF°"CORRECTION LTR# Test Cock No. 4 Test Cock No, 2 REVIEWED FOR ipODEtbMPLIANCE constnRAMP A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/ or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free* cast copper silicon alloy materials. Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assem- bly shall meet the requirements of: USC; ASSE Std. 1013; AVVWA Std. C511; CSA B64.4ll bq Watts 1Mi3 LF009 IllsWatts product specifications i .S. customary u please contact Watts Technical Service. Watts reserves out prior notice and without incurring any obligation to make such changes and modifications st Check dule sembly lief Valve Assembly Second Check Module Assembly Water Outlet NOTICE MAY 1 6 2018 Inquire with governing authorities for local installation requirements NOTICE PERMIT CENTER The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin- ning the installation of this product. The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. ce only. For precise measurements, ,onstrvctiei, specifications, or materials with - Watts products previously or subsequently sok). wWATTS Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - strainer LF - without shutoff valves PC - internal polymer coating W/Press** - press inlet x press outlet ('/" - 2" only) Prefix: U - union connections Available Models: 2'/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valves LF - without shutoff valves Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2° (8 - 50mm) Lead Free* st copper silicon alloy body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable Relief valve seats. Stainless steel cover bolts. Standardly furnished with NPT body connections. Model LF009QT furnished with quarter -turn, full port, resilient seated, Lead Free* cast copper silicon alloy body ball valve shutoffs. Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free cast copper silicon alloy body ball valve test cocks Air Gaps and Elbows Pressure / Temperature Sizes 1/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F - 180°F (0.5° - 82°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC ASSE No. 1013 AWWA C511 CSA B64.4 IAPMO File No, 1563. Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern Califomia. Approval models QT, PC, NRS, OSY. UL Classified 21/2" and 3" (65 and 80mm) with OSY gate valves. 3/4" - 2" (20-50mm) without shutoff valves (-LF) (except LF009M3LF) MODEL for 909, 009 and 993 sizes CHAIN OUTLET in. mm A in. DIMENSIONS mm B rn. mm WEIGHT tn. kgs. 909AGA I '/" 1/z" 009, '1 13 2' 60 3'/e 79 0.625 0.28 %" 009M2/M3 909AGC W-1" 009/909, ., 1"-11/2" 009M2 1 25 3144 83 4'/ 124 1.5 0.68 909AGF 11/4"-2" 009M1, 1W-3" 009/909, 2" 009M2, 4" -6" 993 2 51 43 111 63 171 3.25 1.47 909AGK 4"-6" 909, - "-10" 909M1 3 76 6' 162 954 244 6,25 2.83 909AGM 8"-10" 909 4 102 7/ 187 11'4 286 15.5 7.03 909ELA 1/4"-1/2" 009,N" 009M2/M3 - - - - - - - - 909ELC %"-1" 009/909 - - 23 60 28 60 0.38 0.17 * 909ELF 1'4%2" 009M1, 1'A"-2" 009/909, 2" 009M2, 4"-6" 993 - - 3% 92 3% 92 2 0.91 * 909ELH Vertical 2'/2"-3" 009/909 - - - - - —.ape - a - ilk - r" • Viega ProPress® connections are optional factory -installed fittin approved/certified assembly. A 4 • Dimensions - Weight Size: 1/4" - 2" (8 - 50mm) LF009 LF009 1/4" — 2" SIZE (DN) in. mm in. A mm in. B mm C in. mm IMENSIONS (APPROX.) D in. mm in. L mm M in mm N in min WEIGHT lbs. kgs. 1/4 8 10 250 45/e 117 3' 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 34 10 10 250 455/s 117 33 $6 1'// 32 51/2 140 2% 60 21/2 64 5 2 1/2 15 10 250 45 117 3% 86 11/4 32 51/2 140 2'/ 70 21/4 57 5 2 1 3/4 20 103/4 273 5 127 31/2 89 11/2 38 631 171 3'/6 31 23/4 70 6 3 1 25 141/2 368 51/2 140 3 76 21/2 64 91/2 241 3% 95 3 76 12 5 1'/4 32 173/s 441 6 150 3'/z 89 21/2 64 113/4 289 4'/6 113 31/2 89 15 6 11/2 40 171/4 454 6 150 31/2 89 21/2 64 11'le 283 41/4 124 4 102 16 7 2 50 21% 543 73/4 197 41/2 114 31/4 83 13'/z 343 5%6 151 5 127 30 13 Dimensions - Weight Size: 21/2" and 3" (65 and 80mm) LF009 STRAINER SIZE SIZE DN in. mm in. DIMENSIONS (APPROX.) in. C mm WEIGHT DIMENSIONS D mm (APPROX,) E in. mm M. M in. R mm N U mm WEIGHT lbs. kgs. Nit 2/ 65 in. mm in. — mm in. — mm in. mm lbs. kgs. 21/2 65 10 34.5 254 6' 65 165 93/4 248 28 12.7 3 80 10'/s 18/ 257 7 197 178 10 254 34 15.4 tClearance for servicing LILJ MEM Watts G-4000 Series QT — Ball Valves MODEL SIZE DN in. mm in. A mm in. C mm in. DIMENSIONS D mm (APPROX,) E in. mm M. L mm in. R mm in. U mm WEIGHT lbs. kgs. LF009LF 2/ 65 — — — — 4/ 114 — — 181/4 460 — — 1055/ 270 76 34.5 LF0090SY 2/ 65 331/4 845 151/4 403 4/ 114 16%s 416 18/ 460 7% 197 105/ 270 166 75.3 LF009NRS 212 65 331/4 845 11% 289 41/2 114 163 416 181/2 460 7% 197 10%s 270 161 73.0 LF00901-FDA 21/ 65 331/4 845 6 152 41/2 114 163 416 181/4 460 73/4 197 10% 270 150 68.0 LF009LF 3 80 — — — — 41/2 • 114 — — 181/4 460 — — 105 270 76 34.5 LF0090SY 3 80 3414 870 181/2 470 4'' 114 1634 422 18's 460 83/ 222 10% 270 198 89.8 LF009NRS 3 80 3414 870 123/ 324 41/2 114 165 422 18' 460 83/4 222 105 270 191 86.6 LF00901-FDA 3 80 341/4 870 7 178 41/2 114 165 422 181/2 460 83/4 222 105 270 158 71.7 Capacity Performance as established by an independent testing laboratory. kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 1/4" (8mm) ILF009QT AP 0 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm 3/4" (10mm) LF009QT AP O .25 .50 .75 1 1.25 1.50 2 5 3.1 gpm .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm kPa psi 172 25 138 20 103 15 69 10 35 5 0 ©P 0 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 �P 07.6 'h" (15mm) LF009QT 1 2.5 3.8 9.5 5 1.5 5 7.5 10 12.5 15 gpm 19 28.5 38 47.5 57 Ipm 7.5 15 fps 2.3 4.6 mps 3/4" (20mm) LF009M3QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 oP 0 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) LF009M2QT * 5 10 20 19 38 76 114 7.5 2.3 30 40 50 60 70 80 gpm 152 190 228 266 304 Ipm 15 fps 4.6 mps wwans` *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 11/4" (32mm) LF009M2QT 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" (40mm) LF009M2QT * kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 21" (65mm) LF009 * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 25 50 75 100 125 150 175 200 225 250 gpm 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm) LF009 * �P 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps ES-LF009 1813 USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com © 2018 Watts MAY 14, 2018 CR Architects 5O62nd Ave, Suite 2800 Seattle, WA 98104 ATTENTION Charlie Carroll REGARDING Starbucks at 13038 Interurban Ave S, Tukwila, WA (#9319) Plumbing Permit Comment Resporises Plan Check/Permit Number: PGl0-00SO The following are included as permit responses to comments made onApril 5th,2018 by the PW -PG DEPARTMENT: Joanna Spencer PW — PG DEPARTMENT 1) Owner or his representative shall submit a signed King County Non -Residential Sewer Use Certificate form; see attached. Please Iist only ali new piumbing fixtures and not the ones repiaced in kind. RESPONSE: OWNER/REP WILL SIGN THE FORM. SEE ATTACHED FORM INDICATING ONLY NEW (6) PLUMBING FIXTURES QUANTITIES. fm 2) The. page of your plumbing permit application lists 2 backflow preventive devices. Please provide a table listing these backflows (size/manufacturer/model no.) and what they are protecting. Show backfiow iocations on pian. RESPONSE: ACTUAL QUANTITY OF BACKFLOW DEVICES IS 6; TWO AT EACH OF THE THREE PITCHER RINSER SINKS. A TABLE HAS BEEN ADDED AND SHEET NOTE #4 REVISED ON SHEET P-1101. LOCATIONS ARE WHERE SHEET NOTE #4 IS INDICATED. ALSO REFER TO DETAIL 3/P-5002. 3) Submit backfIow cut sheets and circie backflows to be instaHed. Piease make sure they are testabie devices approved by AWWA. RESPONSE: SEE ATTACHED CUT SHEETS INDICATING BACKFLOW DEVICES TO BE INSTALLED (WAITS LFOO9 9O9AGA).SHEET NOTE #4ONSHEET P-1101WAS ALSO REVISED. 4) Show Iocations of the existing grease trap and provided calculations that it is sized adequate to handle any additional flows. RESPONSE: PER PHONE CONVERSATIONS WITH MS. JOANNA SPENCER ON APRIL 3rd & 14th, 2018, A PUMPING/CLEANING INVOICE WAS REQUESTED IN LIEU OF CALCULATIONS. SEE ATTACHED INVOICE FROM 4/5/2017. ALSO SEE ADDED SITE PLAN TO SHEET P-1104 SHOWING LOCATION OF THE EXISTING 600 GALLON GREASE INTERCEPTOR. 5) If there is no existing grease trap one shait be instaiied, RESPONSE: SEE RESPONSE ABOVE. A SITE PLAN SHOWING THE EXISTING GREASE INTERCEPTOR LOCATION HAS BEEN ADDED TO SHEET P-1104. END OF RESPONSES On behaif of HARGIS ENGINEERS, Duane Bennett Attachments �� K�����Fny��� n��u� ����� "~` o x,r � � MAYRECEIVED CITY OF TUKWILA ���� v Y � ^��,� PERMIT CENTER ---'- ^ ~~" " m 14 starbucks interurban ave code response \sbux-interurban-p- 1)618 oogiv 1uuthird avenue, suite mm "eattm.waamoomnoum1 t 206.*48.33/6 wxmaum/ A��K���U� voxx"v��nw. mechankal electrical telecommunications Non -Residential Sewer,lse Certification Sewage Treatment Capacity Charge Pa IS King County Department of Natural Resources and Parks Wastewater Treatment Division To be completed for all new sewer connections, reconnections or change of use of existing connections, Please Print or lYpe Property Street Address City State ZIP Owner's Name Owner's Mailing Address City State ZIP Owner's Phone Number including Area Code Property Contact Phone Number including Area Code Party to be Billed (If different from owner) Address City A. Fixture Units State ZIP Only new fixtures indicated Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Tsui Fbttms Units Public RhrAGt Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinkirlfountain (each head) 1 .5 Hose Bibb (interior) 2.5 2.5 Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 6 - 18 Sink, wash fountain, circle spray! . 4 3 Urinal, flush valve,1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE ' Total Fixture Units 20 0.9 RCE u3 For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Subdivision Name 00300 —0/10 Lot 0 Subdiv. a Block 4 Building Name (if applicable) City or Sewer District Date of Connection Side Sewer Permit 0 Please report any demolitions of pre-existing structures on this property. Credit for e demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pm -existing structure? 0 Yes ❑ No Was structure on Sanitary Sewer? 0 Yes 0 No Was Sewer connected before 2/1190? ❑ Yes ❑ No Sewer disconnect date Type of structure demolished Request to apply demolition credit to multiple structures? ❑ Yes ❑ No B. Other Wastewater Flow (in" addition to Fixture Units identified in Section A) Type of Facility/Process: 'Existing coffee shop Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ RCE 187 C. Total Residential Customer Equivalents: (add A & B) A 0.9 +B 0.9 New Fixtures Only Total RCE Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shah be subject to a capacity charge. The amount of the shove le established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for h period -of fifteen years. The purpose of the charge Is to recover coats of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 208-477-5516. I understand that the information given is correct. I understand that the capacity charge levied will be based on this information. 1 understand that any deviation ma inevil capah‘rge. Ott Did 5/15/18 Print Name of Owner/Representative Charles J Carroll - CR architecture +design teto_ace9w_nonra_aewar_cap c,y_loee„rndd White—King County Yellow — Local Sewer Agency Pink — Sewer Customer (Rev.1 oJ1 8) 8t>d Signature of Owner/Representative Drainage Systems Cleaning P.O. Box 46876 Seattle, WA 98146 Phone # (206) 242-7280 Fax # (206) 257-1529 Bill To 13038 Interurban Building c/o Kidder Mathews Attn: Juliana Evans 1201 Pacific Ave Suite 1400 Tacoma,Wa. 98402 Invoice Date Invoice # 4/5/2017 DS3048 E-mail drainagesystems@gmail.com FG i ooso P.O. No. Terms Project Net 10 Quantity Description Rate Amount scope of work done at 13038 Interurban ave s Tukwilla Wa on 3-30-17 to clean and dispose parking lot grease trap. work order 55285 5 JetNac Hours 169.75 848.75T 4 Disposal Fees (Cedar Hills) 142.50 570.00T Environ/Fuel Surcharge 33.00 33.00T Tax Code 1729 9.50% 137.92 RECEIVER CITY OF 1 UKWILA CORREC lON MAY 16 2018 LTR# PERMIT CENTER It's been a pleasure working with you! Total $1,589.67 FG i ooso April 05, 2018 0 City of Tukwila Department of Community Development CHARLIE CARROLL 506 2ND AVE, STE 2800 SEATTLE, WA 98104 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 18-0050 STARBUCKS - 13038 INTERURBAN AVE S Dear CHARLIE CARROLL, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Owner or his representative shall submit a signed King County Non -Residential Sewer Use Certificate form; see attached. Please list only all new plumbing fixtures and not the ones replaced in kind. 2) The 2nd page of your plumbing permit application lists 2 backflow preventive devices. Please provide a table listing these backflows (size/manufacturer/model no.) and what they are protecting. Show backflow locations on plan. 3) Submit backflow cut sheets and circle backflows to be installed. Please make sure they are testable devices approved by AWWA. 4) Show location of the existing grease trap and provide calculations that it is sized adequate to handle any additional flows. 5) If there is no existing grease trap one shall be installed. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely,•"'"vj.4) Bill Rambo Permit Technician File No. PG18-0050 9)ERMIT COORD COPY � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0050 DATE: 05/16/18 PROJECT NAME: STARBUCKS SITE ADDRESS: 13038 INTERURBNAN AVE S Original Plan Submittal Revision # before Permit Issued Revision # after Permit Issued X Response to Correction Letter # 1 DEPARTMENTS: kinDivision .11\11 g PhttCic Works Fire Prevention Structural Planning Division ❑ Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/14/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 ()PERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0050 DATE: 04/02/18 PROJECT NAME: STARBUCKS SITE ADDRESS: 13038 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ittiiiC JA --14—t Building Division IN Corrc( 1 -k -4—C6 Public Works 111 Fire Prevention Structural El Planning Division LIPermit Coordinator LI LI PRELIMINARY REVIEW: Not Applicable El (no approval/review required) DATE: 04/03/18 Structural Review Required REVIEWER'S INITIALS: DATE: LI APPROVALS OR CORRECTIONS: DUE DATE: 05/01/18 Approved Approved with Conditions Corrections Required [St. Denied 111 (corrections entered in Reviews) (ie: Zoning Issues) Notation: SOook REVIEWER'S INITIALS: DATE: Permit Center Use Otis CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW Staff Initials: Id_ 12/18/2013 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www,TukwilaWAgov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5/15/2018 Plan ChecWPermit Number: PG18-0050 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by. a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: Starbucks Project Address: 13038 Interurban Ave S Contact Person: Charlie Carroll - CR architecture + Design Phone Number: (720) 893-3129 Summary of Revision: _Revised drawings to show existing grease interceptor on site. Supplemental information provided regarding grease interceptor and —backflow prevention devices per plumbing and gas comments. RECEIVED CITY OF TUKWILA. MAY 16 2018 PERMIT CENTER Sheet Number(s): P-1101, P-1104, P-5002 "Cloud" or highlight all areas of revision includin date of rev on Received at the City of Tukwila Permit Center by: Eh Entered in TRAKiT on '-(, ( -( C \Uoan\bill-rlDaktop0teviion Submittal Farm.doc Reviled! August 2015 APEX PAINTING COMPANY 0 Flame Kspanot Contact Safety & Health Claims & Insurance /Washington State Department of Labor & Industries Search L&I Page 1 of 3 SEARCH A -Z Index Help My Litki Workplace Rights Trades & Licensing APEX PAINTING COMPANY Owner or tradesperson Principals HARGRAVE, KATHLEEN J, PRESIDENT HARGRAVE, LORIE J, VICE PRESIDENT HARGRAVE, HALLET H, SECRETARY C T CORPORATION SYSTEM, AGENT HARGRAVE, HALLETT H (End: 01/01/1980) HARGRAVE, RANDY L SR.. VICE PRESIDENT (End: 08/03/2017) Doing business as APEX PAINTING COMPANY WA UBI No. 601 978 325 720 INDIGO CT POMONA, CA 91767-2262 909-593-9539 Business type Corporation Governing persons KATHLEEN JANE HARGRAVE RANDY LEONARD HARGRAVE SR; HALLETT HOWE HARGRAVE; LORIE HARGRAVE; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. APEXPC*0110S Effective — expiration 09/10/1999— 08/20/2019 Bond FIDELITY & DEPOSIT CO OF MARY Bond account no. 08083994 $12,000.00 Received by L&I Effective date 08/30/2002 08/29/2002 Expiration date Until Canceled Insurance Associated Industries Ins Co I $1,000,000.00 Help us improve httos://secure.lni.wa.gov/verify/Detail.aspx?UBI=601978325&LIC=APEXPC*0110S&SAW= 7/23/2018 APEX PAINTING COMPANY Policy no.° AES104601200 Received by L&I Effective date 04/23/2018 05/01/2018 Expiration date 10/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. ECHAP01921 Issue date 03/15/2017 Violation city POMONA Type of violation ELECTRICAL CITATION Description Failing to get an inspection or obtain a valid electrical/telecommunications work permit or post a provisional electrical work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-901. Infraction no. ECHAP01922 Issue date 03/15/2017 Violation city POMONA Type of violation ELECTRICAL CITATION Description Offering to perform, submitting a bid for, advertising, installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. ECHAP01920 Issue date 03/15/2017 Violation city POMONA Type of violation ELECTRICAL CITATION Description Offering to perform, submitting a bid for, advertising, installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. ECHAP01919 Issue date Satisfied ..............._. RCW/WAC 19.28.101 RCW Violation amount $250.00 Satisfied ................ _... RCW/WAC 19.28.041 RCW Violation amount $500.00 Satisfied ..................... ... RCW/WAC 19.28.041 RCW Violation amount $500.00 Satisfied RC W/WAC 19.28.101 RCW Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601978325&LIC=APEXPC*011 OS&SAW= 7/23/2018 C:\Users\e.novak\Desktop\Revit Locals\SB9319 Interurban Ave_Tukwila WA R17_Central_e.novak.rvt ..Q 0 am' 0) co 0 N 0 co VICINITY PLAN AERIAL MAP ABBREVIATIONS A/C ACT ADJ AFF AMP ARCH BOH CAB CL CLG CM CTR CX CXA DEG DET DIA DIM DM DN EA EL EQ EXIST EXT FF&E FLR FOH FT AIR CONDITIONING ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR AMPERE ARCHITECT BACK OF HOUSE CABINET CENTER LINE CEILING STARBUCKS CONSTRUCTION MANAGER CENTER COMMISSIONING COMMISSIONING AGENT DEGREE DETAIL DIAMETER DIMENSION STARBUCKS DESIGN MANAGER DOWN EACH ELEVATION EQUAL EXISTING EXTERIOR FURNITURE, FIXTURE, AND EQUIPMENT FLOOR FRONT OF HOUSE FOOT/FEET G GROUND GC GENERAL CONTRACTOR HC HOLLOW CORE HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING I.D. INSIDE DIAMETER LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN LL LANDLORD MAX MAXIMUM MEP "MECHANICAL, ELECTRICAL, AND PLUMBING" MFR MANUFACTURER MIN MINIMUM NIC NOT IN CONTRACT NL NIGHT LIGHT NTS NOT TO SCALE OC ON CENTER O.D. OUTSIDE DIAMETER PLC PLACE R RADIUS REF REFERENCE REQ'D REQUIRED REV REVISION RND ROUND SB STARBUCKS SC SOLID CORE SF SQUARE FEET SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE TEMP TEMPORARY TYP YPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD SITE AND OCCUPANCY INDEX OF SHEETS CODE AUTHORITIES: BUILDING CODE: EXISTING BUILDING CODE: PLUMBING CODE: PLUMBING FIXTURE COUNT: ELECTRICAL CODE: ENERGY CODE: FIRE CODE: SPRINKLERED: HEALTH CODE: ACCESSIBILITY CODE: PROJECT DESCRIPTION: ZONING: PARCEL NUMBER: TYPE OF USE: LEASABLE AREA: TYPE OF OCCUPANCY: TYPE OF CONSTRUCTION: OCCUPANCY LOAD: INDOOR SEATING: BAR: SALES: WORKROOM: CITY OF TUKWILA 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 UNIFORM PLUMBING CODE (2) EXISTING LAVATORIES; (2) EXISTING WATER CLOSETS 2017 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE/ 2015 WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL FIRE CODE NO WASHINGTON STATE RETAIL FOOD CODE ICC A117.1-2009 ACCESSIBLE & USABLE BUILDING & FACILITIES EXISTING BUILDING WITH TENANT IMPROVEMENT C/LI 000300-0110 RETAIL SALES AND SERVICES 1,702 SF A-2, ASSEMBLY V-B ASSEMBLY -15 (NET) KITCHEN COMMERCIAL - 200 (GROSS) MERCANTILE - 60 (GROSS) STORAGE - 300 (GROSS) 665/15 = 44 395/ 200 = 2 80/60 = 1 288/300 = 1 TOTAL INTERIOR OCCUPANT LOAD: TOTAL INTERIOR SEATING: TOTAL EXTERIOR SEATING: TOTAL GROSS SQUARE FOOTAGE: ROOM SCHEDULE 48 33 24 1,702 NAME BACK OF HOUSE CAFE ENGINE MENS RESTROOM PATIO RR VESTIBULE SALES SEATING WOMENS RESTROOM GRAND TOTAL SCOPE OF WORK AREA 288 SF 320 SF 395 SF 43SF 587 SF 47 SF 80 SF 345 SF 43 SF 2149 SF TENANT BUILD OUT OF EXISTING SHELL BUILDING TO INCLUDE: NEW INTERIOR PARTITIONS, EQUIPMENT, FIXTURES, FINISHES, AND NEW EXTERIOR AND INTERIOR FURNITURE. ARCHITECTURAL SYMBOL LEGEND NORTH ARROW EXTERIOR ELEVATION CALL -OUT SHEET NOTE CALLOUT REVISION TAG Scale: X =X 0 INTERIOR ELEVATION CALL -OUT XXXX AFF ABOVE FINISH FLOOR HEIGHT TAG PXXX-ES PAINT TAG GRAPHIC SCALE XXXXX ge> SECTION CALL -OUT X' XX" FINISH FACE TO FINISH FACE DIMENSION DESIGN ID TAG X OO(X DOOR TAG DATUM POINT DETAIL CALL -OUT REVISION CLOUD CW WINDOW TAG SHEET GENERAL G-0001 G-0002 G-0003 G-0003.1 G-0004 G-0010 G-0011 G-0012 SHEET TITLE GENERAL INFORMATION CODE SUMMARY PLAN HEALTH DEPARTMENT PLAN HEALTH DEPART. SCHEDULES ACCESSIBILITY GUIDELINES OUTLINE SPECIFICATIONS OUTLINE SPECIFICATIONS OUTLINE SPECIFICATIONS ARCHITECTURAL A-1001 SITE PLAN INTERIORS 1-1101 1-1102 1-1103 1-1104 1-1105 1-1107 1-1108 1-1109 1-1111 1-2101 1-2102 1-2103 1-2104 1-4102 1-5001 1-5002 1-5003 1-6001 PLUMBING P-0001 P-0002 P-0003 P-1101 P-1104 P-5001 P-5002 ELECTRICAL E-0001 E-0002 E-1101 E-1104 E-5002 DEMOLITION FLOOR PLAN DEMOLITION REFLECTED CEILING PLAN INTERIOR FLOOR PLAN & DOOR SCHEDULE PENETRATION PLAN FF AND E PLAN CASEWORK PLAN REFLECTED CEILING PLAN FLOOR FINISH PLAN WALL FINISH PLAN INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS ENLARGED RESTROOM PLAN AND ELEVATIONS DESIGN DETAILS CASEWORK DETAILS CUSTOM CASEWORK DETAILS SCHEDULES PLUMBING NOTES PLUMBING OUTLINE SPECIFICATIONS PLUMBING OUTLINE SPECIFICATIONS PLUMBING SUPPLY PLAN PLUMBING WASTE UNDERSLAB PLAN PLUMBING DETAILS PLUMBING DETAILS ELECTRICAL NOTES ELECTRICAL OUTLINE SPECIFICATIONS ELECTRICAL DESIGN PLAN LIGHTING DESIGN PLAN ELECTRICAL DETAILS f SEPARATE PERMIT REQUIRED FOR: 4echanical� f 'VIQctricai ❑ P,kumbing FICas Piping City of Tukwila 6UILDING DIVISION REVISIONS • PR) chan;'ss Shlri urn made. to the St'S cf pri-1 ^ 9r 1 ..,..:� � .1a E.:- rg D 9s;p_ e•.=a ..lobe a new ren subninai en,ri 1ionaJ plan review fees_ FILE COPY Permit f®. ¥C I r OOSO Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved F' :: o y and coitions Is acknowledged: By: Date: City of Tukwila BUILDING DIVISION GENERAL NOTES 1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS SITE SURVEYOR AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. 4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS. 6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS. 8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GENERAL CONTRACTOR'S "STORE CLOSE-OUT PACKAGE" AS DESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT. 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. REFER TO CONSTRUCTION MANAGEMENT AGREEMENT FOR METHODS AND LEAD TIMES. 10. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY". 11. FOR THE PURPOSE OF THE DOCUMENTS, TO "INSTALL", SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS, AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATION INSTALLATION, UNLESS OTHERWISE NOTED. 12. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS DESIGN MANAGER. 13. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION. PROJECT CONTACTS MAILING ADDRESS: DESIGN MANAGER: STARBUCKS COFFEE COMPANY P.O. BOX 34442 SEATTLE, WASHINGTON 98124 (206) 318-1575 WENDY WU STARBUCKS COFFEE COMPANY P.O. BOX 34442 SEATTLE, WASHINGTON 98124 (206) 318-1575 CONSTRUCTION CRAIG HUETHER MANAGER: P.O. BOX 34442 SEATTLE, WASHINGTON 98124 (206) 318-6244 LANDLORD: JSH PROPERTIES, INC 10655 NEW 4TH STREET, SUITE 901 BELLEVUE, WASHINGTON 98004 (425) 732-4367 PHONE (425) 4455-3100 FAX SURVEYING ARCHITECT: CR ARCHITECTURE + DESIGN 506 2ND AVE. SUITE 2800 SEATTLE, WASHINGTON 98104 (206) 395-7603 PHONE (206) 469-4949 FAX ARCHITECT OF CR ARCHITECTURE + DESIGN RECORD: 506 2ND AVE. SUITE 2800 SEATTLE, WASHINGTON 98104 (206) 395-7603 PHONE (206) 469-4949 FAX MEP CONSULTANT OF RECORD: ANDREW TURNER HARGIS 1021 3RD AVE SEATTLE, WASHINGTON 98101 (206) 448-3376 PHONE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2018 kr City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAP 30 2 8 PERMIT CENTER RESPONSIBILITY LEGEND GC LL SB WH VD GENERAL CONTRACTOR LANDLORD STARBUCKS STARBUCKS WAREHOUSE (3PL) STARBUCKS VENDOR DIRECT RECEIV Z 0 APR 03 201(%i TUKWILA PUBLIC WORh0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 architecture + design 8555 REGISTERED ARCHITE D . A LN STATE OF WASHINGTON PROJECT NAME: NTERURBAN - TUKWILA PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDO AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE GENERAL INFORMATION SCALE: AS SHOWN SHEET NUMBER: G-0001 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Intergrban Ave_Tukwila WA R17_Central_e.novak.rvt co co 0) co 0 0 co 0 BACK OF HOUS CODE SUMMARY PLAN Scale: 1/4" = 1'-0" ENGINE NOT IN SCOPE \SALES — — -- 77 / MENS RESTROOM WOMENS RESTROOM BUILDING DATA EGRESS CALCULATIONS: TOTAL OCCUPANT LOAD NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED MINIMUM OPENING WIDTH REQUIRED: .2 INCHES x 48 OCCUPANTS OPENING WIDTH PROVIDED = 48 =1 =2 = 9.6 INCHES = 105 INCHES RESTROOM INFORMATION: NUMBER OF WATER CLOSETS REQUIRED: 1 PER 75 MALE AND FEMALE TOTAL OCCUPANT LOAD = 48 + 24 (PATIO SEATING) 72/2 = 36 = 1 FIXTURE REQUIRED FOR MALE AND FEMALE NUMBER OF WATER CLOSETS PROVIDED: (1) MALE AND (1) FEMALE NUMBER OF LAVATORIES REQUIRED: 1 PER 200 MALE AND FEMALE TOTAL OCCUPANT LOAD = 48 + 24 (PATIO SEATING) 72/2 = 36; 36/200 = 1 FIXTURE REQUIRED FOR MALE AND FEMALE NUMBER OF LAVATORIES PROVIDED: (1) MALE AND (1) FEMALE NUMBER OF SERVICE SINKS REQUIRED = 1 NUMBER OF SERVICE SINKS PROVIDED = 1 SHEET NOTES 1. EXIT LOCATION 2. 36" EGRESS PATH 3. 32" CLEAR MIN AT DOORS 4. ADA ROUTE 5. 30"x48" CLEAR FOR WHEELCHAIR ACCESSIBLE SEATING 6. EXISTING ADA COMPLIANT RESTROOMS 7. EXISTING EXIT SIGN 8. 60" DIA. CLEAR FOR WHEEL CHAIR ACCESS. 9. ADA COMPLIANT POS, HANDOFF PLANE, AND CONDIMENT CART, 2'-10" AFF 2' Scale: 1/4" = 4' REVIEWED FOR CODE COMPLIANCE APPROV D MAY 21 2E 18 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 313 2. 3 PERMIT CENTER 8' STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE D . A LN STATE OF WASHINGTON PROJECT NAME: 5.1.1 F Z M� O Ct Z PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDf AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE. CODE SUMMARY PLAN SCALE: AS SHOWN SHEET NUMBER: G-0002 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Intergrban Ave_Tukwila WA R17_Central_e.novak.rvt 71 16 10 12 25 -65 HEALTH DEPARTMENT PLAN Scale: 1 /4" = 1'-0" HEALTH DEPT. PLAN NOTES A. GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING FOR APPROVED CONTRACTOR, CONTACT VENDOR. B. THE SPACE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. C. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT. D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. E. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE. F. EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICE TOWEL AND SOAP COMBINATION FAUCET OR PREMIXING FAUCET. G. SEE SHEETS G-0003.1 FOR SCHEDULES. HEALTH DEPT. FINISH SCHEDULE BAR: FLOOR: WALL: CEILING: CAFE: FLOOR: WALL: CEILING: NEW FLOOR TILE NEW WALL TILE, BACKSPLASH, WITH 6" COVE TILE BASE EXISTING GYPSUM CEILING/ ACT CEILING (PAINTED) NEW FLOOR TILE/ WALK OFF MAT NEW PAINTED GYPSUM WALL BOARD, WITH 6" COVE TILE BASE EXISTING GYPSUM CEILING / ACT / OPEN TO STRUCTURE(PAINTED) WORK ROOM: FLOOR: EXISTING FLOOR TILE WALL: EXISTING FRP WITH 6" COVE TILE BASE CEILING: EXISTING ACOUSTICAL TILE CEILING RESTROOMS: FLOOR: WALL: CEILING: NEW FLOOR TILE NEW WALL TILE, WITH 6" COVE TILE BASE EXISTING GYPSUM CEILING (PAINTED) SHEET NOTES 1. REFER TO PENETRATION PLAN FOR FLOOR SINK LOCATIONS. 2. EXISTING ADA COMPLIANT RESTROOM AND ACCESSORIES. 3. EXISTING 3-COMP SINK. 4. EXISTING HAND SINK. 5. EXISTING WORK SINK. 6. EXISTING MOP SINK. 7. EXISTING WATER HEATER. 2' 4' t EVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA VAR 3 0 2018 PERMIT CENTER 8' Scale: 1/4" =1'-0" STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 8555 REGISTERED ARCHITE D . A ND STATE OF WASHINGTON Z m w Q D z Q (1-5 W fro z a PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDP AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE HEALTH DEPARTMENT PLAN SCALE: AS SHOWN SHEET NUMBER: G-0003 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave_Tukwila WA R17_Central_e.novak.rvt PLUMBING FIXTURE SCHEDULE - HEALTH DEPARTMENT # COUNT NEW/ EXISTING ITEM MANUFACTURER MODEL # 1 1 Existing DRAIN - FLOOR SINK SQUARE - 12IN 305MM ZURN FD2375-NH3 2 2 Existing DRAIN - GRATE HALF SQUARE - 12IN 305MM ZURN FD2375-2 2 4 New DRAIN - GRATE HALF SQUARE - 12IN 305MM ZURN FD2375-2 3 1 New BLENDER PITCHER RINSER WITH SENSOR VITAMIX 61304 4 1 New FAUCET - DOUBLE LABORATORY WITH BENT RISER SPOUT ZURN Z826S1-XL 5 3 New FAUCET - WATER TOWER - 12IN 305MM COMPONENT HARDWARE GROUP KL26-5012-SP 6 4 New FAUCET - DOUBLE LABORATORY WITH SWING SPOUT ZURN Z826F1-XL 7 1 Existing FAUCET - PRE RINSE SPRAYER WALL MOUNTED ENCORE KL53-1000-BLF 8 2 Existing FAUCET - SINGLE HANDLE ZURN Z7440-XL 8 1 New FAUCET - SINGLE HANDLE ZURN Z7440-XL 9 1 Existing FAUCET - PRE RINSE SWING SPOUT ENCORE KL55-7012-SE4 10 3 New FAUCET - HOT WATER DISPENSER GOOSENECK EMERSON APPLIANCE SOLUTIONS C1300 / 120V 11 1 Existing FAUCET - MOP SINK WALL MOUNTED ZURN Z843M1 12 3 New Faucet - Dipperwell ZURN Z86100-XL 13 1 Existing FAUCET - HAND SINK WALL MOUNTED ENCORE KL45-4000-SC4 14 1 New FAUCET - WARE RINSER IN COUNTER - 24X9IN 600X235MM RHINOWARES RHPR600-S 15 1 New FAUCET - TAP SINGLE HANDLE MANITOWOC 000-D2S-0032 16 1 Existing FILTER - PREFILTRATION SYSTEM EVERPURE EV9795-90 17 1 Existing FILTER - HEAD TRIPLE EVERPURE EV9272-23 SPECIALTY EQUIPMENT SCHEDULE - HEALTH DEPARTMENT # COUNT NEW / EXISTING ITEM NAME MANUFACTURER MODEL # 50 1 New FREEZER REACH IN 1 DOOR RH - 29IN 735MM FOSTER GREEN PROCUREMENT EP700L 51 1 New FRIDGE REACH IN 1 DOOR RH - 29IN 735MM TRUE FOOD SERVICE EQUIPMENT INC TG1 R-1 S-HC 52 6 New FRIDGE UNDERCOUNTER 1 DOOR - 27IN 685MM DELFIELD 406P-STAR4 - 115V 53 1 Existing FRIDGE REACH IN 3 DOOR - 77IN 1955MM TRUE FOOD SERVICE EQUIPMENT INC TG3R-3S-STAR2 57007 54 1 Relocation FRIDGE UNDERCOUNTER 1 DOOR WITH SHELF - 27IN 685MM DELFIELD 406STAR2 55 1 Relocation FREEZER REACH IN 2 DOOR - 54IN 1370MM TRUE FOOD SERVICE EQUIPMENT INC T-49F-HC STAR 56 1 New KEG DISPENSING SYSTEM - 27IN 685MM - WITH NONPLUMBED DRIP TRAY MANITOWOC ND21 RS00 57 1 New KEG DISPENSING SYSTEM - 27IN 685MM - FRIDGE UNIT MANITOWOC INCLUDED IN KIT - DO NOT ORDER SEPARATELY 58 2 Relocation BREWER SOFT HEAT WARMING STAND SINGLE BUNN-O-MATIC CORP 27825 59 1 Relocation BREWER DUAL SOFT HEAT BUNN-O-MATIC CORP 33500 60 1 Relocation GRINDER DITTING KR1203 KR 1203 DITTING 61 4 Relocation BREWER SERVER SOFT HEAT BUNN-O-MATIC CORP 27850.0048 62 1 Existing DISHWASHER SANITIZER HOBART 120/208-240(3W)/ 60/1 63 2 Relocation OVEN TURBOCHEF NEXT GENERATION TURBOCHEF NGO 64 2 Relocation BLENDER QUIET MODEL ON COUNTER VITAMIX THE QUIET ONE 65 3 Relocation ESPRESSO MACHINE MASTRENA MASTRENA LATAM, NA (208V / 30A) 66 1 Relocation SCALE DIGITAL WITH ADJUSTABLE DISPLAY MOUNT SMALL METTLER TOLEDO ARIVA S MINI 67 1 New FOOD CASE - ZEPHYR - 661N 1675MM OASIS SBZ6652DR 68 1 New FOOD CASE - FREESTANDING SELF SERVE CHILLED TALL OASIS B42.7250 69 1 Existing ICE - BIN B55 ICE-O-MATIC B55PS 70 1 New ICE - BIN DROP IN 90LB 40KG ELKAY SSP CUSTOM ICE BIN 71 3 New ICE - BIN DROP IN 45LB 20KG ELKAY SSP CUSTOM ICE BIN 72 1 Existing ICE - MACHINE ICE0500HA AIR COOLED SIDE VENT ICE-O-MATIC ICE0500. 73 2 New CUP DISPENSER TALL HOT VERTICAL DISPENSE -RITE ECL-NS-A34P 74 2 Existing RESTROOM TOILET PAPER HOLDER AMERICAN SPECIALTIES INC 30 75 2 Existing RESTROOM SEAT COVER DISPENSER GAMCO TSC-1 76 1 New DT ESPRESSO TOPPING RAIL SPOKANE STAINLESS STEEL PRODUCTS A7.0 77 2 Existing DIAPER CHANGING STATION HORIZONTAL KOALA KARE PRODUCTS KB200 78 2 New CUP DISPENSER SHORT HOT VERTICAL DISPENSE -RITE ECL-NS-299P 79 1 Existing FILE CABINET 2 DRAWER LOCALLY SOURCED LOCALLY SOURCED 80 1 Existing FIRE EXTINGUISHER LOCALLY SOURCED LOCALLY SOURCED 81 2 New RESTROOM GRAB BAR VERTICAL - 18IN 455MM AMERICAN SPECIALTIES INC GRAB BAR CONFIG - 18IN, TYPE 1 82 4 New CUP DISPENSER GRANDE VENTI COLD VERTICAL DISPENSE -RITE ECL-NS-845P 83 4 New CUP DISPENSER GRANDE VENTI HOT VERTICAL DISPENSE -RITE ECL-NS-31 P 84 2 New CUP DISPENSER TALL COLD VERTICAL DISPENSE -RITE ECL-NS-422P PLUMBING FIXTURE SCHEDULE - HEALTH DEPARTMENT # COUNT NEW / EXISTING ITEM MANUFACTURER MODEL # 18 3 Existing FILTER - CARBON FILTER CARTRIDGE EVERPURE EV9618-11 19 1 Existing FILTER - PRESSURE GAUGE PENTAIR WATER EV979582 20 1 Existing WATER HEATER 50GAL 190L ELECTRIC RHEEM TBD 21 2 Existing SINK - RESTROOM WALL MOUNTED KOHLER K-2005-R 22 1 New SINK - RINSE DROP IN SST-12X2OIN 305X510MM ELKAY SSP CUSTOM SINK 23 1 Existing SINK - HAND WALL MOUNTED SST ELKAY SSP EHS-14-WB 24 1 Existing SINK - MOP - 24X24IN 610X610MM ZURN Z1996-24 25 1 New SINK - UTENSIL RINSE WITH GRATE SST - LH - 14X20IN 355X510MM ELKAY SSP CUSTOM SINK 26 2 New SINK - UTENSIL RINSE WITH GRATE SST - RH - 14X20IN 355X510MM ELKAY SSP CUSTOM SINK 27 1 Existing SINK - 3 COMP WORK SST - 93IN 2350MM ELKAY SSP 14-3C16X19-2-20.2 5 28 1 New SINK - RINSE WITH DRAINBOARD-15X27IN 380X685MM ELKAY SSP CUSTOM SINK 29 1 New SINK - STACKED DRAINBOARD - 151N 380MM ELKAY SSP CUSTOM FIXTURE 30 1 New SINK - DRAIN TRAY - 9X6IN 230X150MM QUALITY EQUIPMENT COMPANY DTR8SS 31 2 Existing TOILET - TANKLESS EFFICIENT SINGLE FLUSH SLOAN OPTIMA SYSTEMS ST-2020-1.28 32 2 Existing TOILET - FLUSH VALVE AUTOMATIC EFFICIENT SINGLE FLUSH SLOAN OPTIMA SYSTEMS 8111.1.28 SPECIALTY EQUIPMENT SCHEDULE - HEALTH DEPARTMENT # COUNT NEW / EXISTING ITEM NAME MANUFACTURER MODEL # 85 2 Existing RESTROOM GRAB BAR - 48IN 1220MM AMERICAN SPECIALTIES INC GRAB BAR CONFIG - 48IN, TYPE 1 86 2 Existing RESTROOM GRAB BAR - 36IN 915MM AMERICAN SPECIALTIES INC GRAB BAR CONFIG - 36IN, TYPE 1 87 3 Existing PAPER TOWEL DISPENSER FULL SIZE - TRANSLUCENT GRAY GEORGIA / PACIFIC 56650/01 88 2 Existing SOAP DISPENSER SINK MOUNTED GAMCO G-64LB 88 1 New SOAP DISPENSER SINK MOUNTED GAMCO G-64LB 89 3 New CORNER GUARD - 1.25IN 30MM - HOT ROLLED STEEL MT0011 LOCALLY SOURCED LOCALLY SOURCED 90 2 New MOBILE CUP DISPENSER CADDY • STORAGE PRODUCTS GROUP STBKCCAD8BLK 91 2 New CUP DISPENSER TRENTA COLD VERTICAL DISPENSE -RITE ECL-NS-69P 92 1 New TANK MOUNTING BRACKET SINGLE STORAGE PRODUCTS GROUP CWB-1 1 New TANK MOUNTING BRACKET DOUBLE 93 2 New DT LID SHELF WALL MOUNTED SPOKANE STAINLESS STEEL PRODUCTS A11.0 94 1 Existing WIRE SHELF GRID AT SINK ISS SHELVING STBKWT2Y 95 2 Existing WORKROOM WIRE SHELVING STORAGE PRODUCTS GROUP WST966 95 4 Relocation WORKROOM WIRE SHELVING STORAGE PRODUCTS GROUP WST966 96 2 Existing WORKROOM WIRE SHELVING POSTS ISS SHELVING STBKP86Z4 96 4 Relocation WORKROOM WIRE SHELVING POSTS ISS SHELVING STBKP86Z4 97 1 Existing MOP RACK WITH 3 HOLDERS GAMCO MS-1A 98 1 Existing ROLLING WIRE CART FOR 3 COMP SINK ISS SHELVING STBK524 1 New WORKROOM SHELVING WITH TANK BRACKET - 30IN 760MM 99 1 New PASTRY TRAY CART - 60IN 1525MM PASTRY TRAY CART - 60IN 1525MM STORAGE PRODUCTS GROUP 4H7120 100 1 New ROLLING PASTRY TRAY THAW RACK - 20X26IN 510X660MM STORAGE PRODUCTS GROUP APRE2018-3 / KDA / MOD ilEVEWED FOR CODE COMPLIANCE APPROVED MAY 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA VtA'R 3 0 2013 PERMIT CENTER z 0 I V I z 0 C) 0 U W 111111111111 I I w 0 0 0 V z 0 V STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE D A LN STATE OF WASHINGTON CC) z W Z a PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDP AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE HEALTH DEPART. SCHEDULES SCALE: AS SHOWN SHEET NUMBER: G-0003.1 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:40:01 AM CARPET ON FLOOR SURFACE PREDOMINANT DIRECTION OF TRAVEL LONG DIMENSION PERPENDICULAR TO DIRECTION OF TRAVEL kr VERTICAL CHANGES IN LEVEL 0000900090 0000 MILEHHH[111[1H 1/2" OPENINGS IN FLOOR SURFACE ANSI - CHANGES IN LEVELS Scale: 1/4" = 1'-0" (a) CIRCULAR t 60" MIN. 12",, 36" J,12",, MIN MIN. MIN (b) T-SHAPED CD c) 0 CD z 4 ANSI- WHEEL CHAIR TURNING SPACE \\ 2 Scale: 1/4"= 1 0 Jr 48" Jr MIN. CLEAR FLOOR SPACE (a) FORWARD APPROACH (b) PARALLEL APPROACH A X L L 36" MIN. (a) FORWARD APPROACH IN AN ALCOVE O 0 c) z A 60" MIN. (b) PARALLEL APPROACH IN AN ALCOVE ANSI - CLEAR FLOOR SPACE Scale: 1/4" = 1'-0" f L 'MAX. (a) ELEVATION TOE CLEARANCE r L MIN. (a) ELEVATION KNEE CLEARANCE (b) PLAN TOE CLEARANCE 25" MAX. (b) PLAN KNEE CLEARANCE ANSI - KNEE & TOE CLEARANCE Scale: 1/2" = 1'-0" N A X 4" MAX. ti SIGN OR OBSTRUCTION �1 0 co vl X LIMITS OF PROTRUDING OBJECTS 0 L2 4" MAX. / / / / / / X> 12" 4" MAX.4" MAX. n i v-7/- 4" MAX. X> 12" POST MOUNTED PROTRUDING OBJECTS ANSI - PROTRUDING OBJECTS Scale: 1/4" = 1'-0". UNOBSTRUCTED SIDE REACH (b) OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACH 20" /M .:.:.:.:.:.: (a) OBSTRUCTED HIGH FORWARD REACH 10" MAX. < 10"-24" MAX. (a) OBSTRUCTED HIGH SIDE REACH ANSI - REACH RANGES Scale: 1/4" = 1'-0" CLEAR WIDTH OF AN ACCESSIBLE ROUTE X < 48" (a) 180 DEGREE TURN (b) OBSTRUCTED HIGH SIDE REACH * 60"x60" PASSING SPACE EVERY 200 FEET. -X<48" (b) 180 DEGREE TURN (Exception) ANSI - WALKING SURFACE Scale: 1/4" = 1'-0" 16" - 18" ADULT 12" - 18" CHILDREN SIZE OF CLEARANCE FOR WATER CLOSET ACCESSIBLE WATER CLOSET LOCATION WHERE THE COMBINED TOTAL WATER CLOSET COMPARTMENTS AND URINALS PROVIDED IN A TOILET ROOM OR BATHING FACILITY IS SIX OR MORE, AT LEAST ON AMBULATORY - ACCESSIBLE WATER CLOSET COMPARTMENT SHALL BE PROVIDED IN ADDITION TO THE WHEELCHAIR -ACCESSIBLE COMPARTMENT. AMBULATORY ACCESSIBLE WATER CLOSET LOCATION MANEUVERING CLEARANCE ATDOORWAYS WITHOUT DOORS Z z 0 X > 36" X > 36" SIDE APPROACH SIDE APPROACH MANEUVERING CLEARANCE AT RECESSED DOORS ANSI - WATERCLOSETS AND TOILET COMPARTMENTS Scale: 1/4" = 1'-0" LINE OF DOOR FRAME 9" MIN. CENTERED ON (TACTICLE CHARACTERS ()6,0 RESTROOM 48" MIN, 60" MAX TO BASELINE OF TACTILE CHARACTERS A RR SIGN ELEVATION Scale: 1 1/2" = 1-0 = LIGHT SOAP Wok 13 1/2" MIN. URINAL i SEAT NAPKIN DISPOSAL E.N. COVER C HAND DRYER WASHROOM ACCESSORIES FLUSH VALVE LOCATED ON APPROACH SIDE WATER CLOSET RESTROOM FIXTURE HEIGHTS Scale: 1/4" = 1'-0" LAVATORY 00 (a) PULL SIDE (b) PUSH SIDE (c) PUSH SIDE, DOOR PROVIDED w/ BOTH CLOSER AND LATCH TWO DOORS IN A SERIES HAND WASHER MIRROR — / 5'-0"MIN. \ / 121 z \ 0 THRESHOLD HEIGHT 0 oQ o z 0 0- o 0 \ / / 5' - 0" MIN. \, \ \ N \ // 5'-0"MIN. \ 7 / N \ \ ANSI-2009 404 DOORS & DOORWAYS Scale: 1/4" = 1'-0" 0 M U 3_ — TISSUE_ — — SEAL — DISPENSER — COVE DISPOSAL - 2 GRAB BAR 0 z- N WASHROOM PARTITION ACCESSORIES PIPES TO BE INSULATED 8" MIN. 6MAX KNEE CLEARANC 7„ TOE CLEARANCE MIN. 0 z MIRROR KNEE/ TOE CLEARANCE PER ADA DRINKING FOUNTAIN RE\ IEI ED FOR CODE COMPLIANCE APPROVED MAY 21 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA Mom, 3 0.20o0 PERMIT CENTER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE I Ai D ! . AI LN STATE OF WASHINGTON 1 z W 0 z Q Wa. PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEIP AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE ACCESSIBILITY GUIDELINES SCALE: AS SHOWN SHEET NUMBER: G-0004 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave_Tukwila WA R17_Central_e.novak.rvt Q N 0 Co co 0 N 0 CO M GENERAL CONDITIONS SECTION 014200 - REFERENCES PART 1 - GENERAL 1.1 INDUSTRY STANDARDS A. APPLICABILITY OF STANDARDS: UNLESS THE CONTRACT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND OR COPIED DIRECTLY INTO THE CONTRACT DOCUMENTS TO THE EXTENT REFERENCED. SUCH STANDARDS ARE MADE A PART OF THE CONTRACT DOCUMENTS BY REFERENCE. B. PUBLICATION DATES: COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF THE CONTRACT DOCUMENTS UNLESS OTHERWISE INDICATED. C. COPIES OF STANDARDS: EACH ENTITY ENGAGED IN CONSTRUCTION ON PROJECT SHOULD BE FAMILIAR WITH INDUSTRY STANDARDS APPLICABLE TO ITS CONSTRUCTION ACTIVITY. COPIES OF APPLICABLE STANDARDS ARE NOT BOUND WITH THE CONTRACT DOCUMENTS. 1. WHERE COPIES OF STANDARDS ARE NEEDED TO PERFORM A REQUIRED CONSTRUCTION ACTIVITY, OBTAIN COPIES DIRECTLY FROM PUBLICATION SOURCE. 1.2 ABBREVIATIONS AND ACRONYMS A. INDUSTRY ORGANIZATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. ACI AHA AITC ANSI APA ASHRAE ASTM AWI AWPA CRI CRRC CSA CSA CSI ETL SEMCO FM GLOBAL FSC HPVA ISO ITS MFMA MPI NFPA NOFMA OPL SDI SMACNA UL USGBC WCLIB WI AMERICAN CONCRETE INSTITUTE AMERICAN HARDBOARD ASSOCIATION AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AMERICAN NATIONAL STANDARDS INSTITUTE APA - THE ENGINEERED WOOD ASSOCIATION AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS ASTM INTERNATIONAL (AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL) ARCHITECTURAL WOODWORK INSTITUTE AMERICAN WOOD PROTECTION ASSOCIATION (FORMERLY: AMERICAN WOOD PRESERVERS' ASSOCIATION) CARPET AND RUG INSTITUTE (THE) COOL ROOF RATING COUNCIL CANADIAN STANDARDS ASSOCIATION CSA INTERNATIONAL (FORMERLY: IAS - INTERNATIONAL APPROVAL SERVICES) CONSTRUCTION SPECIFICATIONS INSTITUTE (THE) INTERTEK ETL SEMCO (FORMERLY: ITS - INTERTEK TESTING SERVICE NA) FM GLOBAL (FORMERLY: FMG - FM GLOBAL) FOREST STEWARDSHIP COUNCIL HARDWOOD PLYWOOD & VENEER ASSOCIATION INTERNATIONAL ORGANIZATION FOR STANDARDIZATION INTERTEK TESTING SERVICE NA (NOW ETL SEMCO) MAPLE FLOORING MANUFACTURERS ASSOCIATION, INC. MASTER PAINTERS INSTITUTE NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) NOFMA: THE WOOD FLOORING MANUFACTURERS ASSOCIATION (FORMERLY: NATIONAL OAK FLOORING MANUFACTURERS ASSOCIATION) INTERTAK STEEL DOOR INSTITUTE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION UNDERWRITERS LABORATORIES INC. U.S. GREEN BUILDING COUNCIL WEST COAST LUMBER INSPECTION BUREAU WOODWORK INSTITUTE (FORMERLY: WIC - WOODWORK INSTITUTE OF CALIFORNIA) B. CODE AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. DIN ICC ICC-ES DEUTSCHES INSTITUT FUR NORMUNG E.V. INTERNATIONAL CODE COUNCIL ICC EVALUATION SERVICE, INC. C. FEDERAL GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. EPA ENVIRONMENTAL PROTECTION AGENCY D. STANDARDS AND REGULATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE STANDARDS AND REGULATIONS IN THE FOLLOWING LIST. E. ADAAG AMERICANS WITH DISABILITIES ACT (ADA) ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES AVAILABLE FROM U.S. ACCESS BOARD CFR CODE OF FEDERAL REGULATIONS AVAILABLE FROM GOVERNMENT PRINTING OFFICE STATE GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. CDHS CDPH CALIFORNIA DEPARTMENT OF HEALTH SERVICES CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, INDOOR AIR QUALITY SECTION END OF SECTION 014200 GENERAL CONDITIONS SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 1.1 SUMMARY A. SALVAGING NON -HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. B. RECYCLING NON -HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. C. DISPOSING OF NON -HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. 1.2 DEFINITIONS A. CONSTRUCTION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS AND OTHER SOLID WASTE RESULTING FROM CONSTRUCTION, REMODELING, RENOVATION, OR REPAIR OPERATIONS. CONSTRUCTION WASTE INCLUDES PACKAGING. B. DEMOLITION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS RESULTING FROM DEMOLITION OR SELECTIVE DEMOLITION OPERATIONS. C. DISPOSAL: REMOVAL OFF -SITE OF DEMOLITION AND CONSTRUCTION WASTE AND SUBSEQUENT SALE, RECYCLING, REUSE, OR DEPOSIT IN LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. D. RECYCLE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE FOR SUBSEQUENT PROCESSING IN PREPARATION FOR REUSE. E. SALVAGE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND SUBSEQUENT SALE OR REUSE IN ANOTHER FACILITY. F. SALVAGE AND REUSE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND SUBSEQUENT INCORPORATION INTO THE WORK. 1.3 ACTION SUBMITTALS A. WASTE MANAGEMENT PLAN: SUBMIT PLAN WITHIN 7 DAYS OF DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK. 1. TYPES AND QUANTITIES OF DEMOLITION AND CONSTRUCTION WASTE. 2. TYPE OF WASTE AND WHETHER IT WILL BE SALVAGED, RECYCLED, OR DISPOSED OF IN LANDFILL OR INCINERATOR. 3. NET ADDITIONAL COST OR NET SAVINGS RESULTING FROM WASTE MANAGEMENT PLAN. 1.4 INFORMATION SUBMITTALS A. WASTE REDUCTION PROGRESS REPORTS: CONCURRENT WITH EACH APPLICATION FOR PAYMENT. SUBMIT REPORT INDICATING TYPE OF WASTE AND WHETHER IT HAS BEEN SALVAGED, RECYCLED, OR DISPOSED OF IN LANDFILL OR INCINERATOR. B. WASTE DISPOSAL RECORDS: INDICATE RECEIPT AND ACCEPTANCE OF WASTE MATERIAL BY ACCEPTING AND PROCESSING FACILITIES LICENSED TO ACCEPT THEM. INCLUDE MANIFESTS, TYPE OF MATERIAL, WEIGHT OR VOLUME TICKETS, RECEIPTS AND INVOICES. C. LEED SUBMITTAL: CWM REPORTING TEMPLATE, TABULATING TOTAL WASTE MATERIAL, QUANTITIES DIVERTED AND MEANS BY WHICH IT IS DIVERTED, AND STATEMENT THAT REQUIREMENTS FOR THE CREDIT HAVE BEEN MET. 1.5 RECYCLING WASTE A. RECYCLING INCENTIVES: REVENUES AND OTHER INCENTIVES FOR RECYCLING WILL ACCRUE TO OWNER. END OF SECTION 017419 EXISTING CONDITIONS SECTION 024119 - SELECTIVE DEMOLITION 1.1 SUMMARY A. DEMOLITION AND REMOVAL OF PORTIONS OF A BUILDING OR STRUCTURE AND SELECTED SITE ELEMENTS. B. HISTORIC ITEMS REMOVED AND SALVAGED FOR OWNER. 1.2 SUBMITTALS A. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THE FOLLOWING: 1. DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK, WITH STARTING AND ENDING DATES FOR EACH ACTIVITY. ENSURE OWNER'S BUILDING MANAGER'S AND OTHER TENANTS' ON -SITE OPERATIONS ARE UNINTERRUPTED. 2. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITY SERVICES WILL BE INTERRUPTED. 3. COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES. 4. USE OF ELEVATOR AND STAIRS. 5. COORDINATION OF OWNER'S CONTINUING OCCUPANCY OF PORTIONS OF EXISTING BUILDING AND OF OWNER'S PARTIAL OCCUPANCY OF COMPLETED WORK. 1.3 PROJECT CONDITIONS A. OWNER WILL NOT OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA. B. HAZARDOUS MATERIALS: UNKNOWN WHETHER HAZARDOUS MATERIALS WILL BE ENCOUNTERED. IF ENCOUNTERED, OWNER WILL REMOVE HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT. 1.4 EXECUTION A. UTILITY SERVICES AND MECHANICAUELECTRICAL SYSTEMS: 1. MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT FROM DAMAGE. 2. IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING. 3. SHUT OFF: BY OWNER. B. SITE ACCESS AND TEMPORARY CONTROLS: MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. C. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. D. TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. E. REMOVED AND SALVAGED ITEMS: CLEANED, CRATED, STORED, AND TRANSPORTED TO OWNER'S ON -SITE STORAGE AREA. F. REMOVED AND REINSTALLED ITEMS: CLEANED, REPAIRED, CRATED, STORED, AND REINSTALLED. G. EXISTING ITEMS TO REMAIN: EXISTING CONSTRUCTION PROTECTED AGAINST DAMAGE. H. DISPOSAL OF DEMOLISHED ITEMS: 1. BURNING: NOT PERMITTED. 2. DISPOSAL: COMPLY WITH REQUIREMENTS SECTION 017419 "CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL". END OF SECTION 024119 CONCRETE SECTION 035416 - HYDRAULIC -CEMENT -BASED UNDERLAYMENT 1.1 SUMMARY A. HYDRAULIC -CEMENT -BASED UNDERLAYMENT FOR USE BELOW INTERIOR FLOOR COVERINGS. 1.2 MATERIALS A. B. UNDERLAYMENT: HYDRAULIC -CEMENT -BASED, POLYMER -MODIFIED, SELF -LEVELING PRODUCT THAT CAN BE APPLIED IN MINIMUM UNIFORM THICKNESS OF 1/4 INCH (6 MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. 1. CEMENT BINDER: PORTLAND CEMENT, OR OTHER HYDRAULIC OR BLENDED HYDRAULIC CEMENT. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN WRITING FOR SUBSTRATE, CONDITIONS, AND APPLICATION INDICATED. 1. PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D. END OF SECTION 035416 METALS SECTION 055000 - METAL FABRICATIONS 1.1 SUMMARY A. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT. B. STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. C. SHELF ANGLES. D. METAL BOLLARDS. 1.2 SUBMITTALS A. PRODUCT DATA: FOR THE FOLLOWING: 1. PAINT PRODUCTS. 2. GROUT. 3. ALL PREFABRICATED PRODUCTS. B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS. 1. INCLUDE PLANS, ELEVATIONS, SECTIONS, AND DETAILS OF METAL FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE AND ACCESSORY ITEMS. 2. PROVIDE TEMPLATES FOR ANCHORS AND BOLTS SPECIFIED FOR INSTALLATION UNDER OTHER SECTIONS. C. WELDING CERTIFICATES. 1.3 PRODUCTS A. MATERIALS: STEEL PLATES, SHAPES, AND BARS, STEEL PIPE, SLOTTED CHANNEL FRAMING. 1. LOW -EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). B. MISCELLANEOUS FRAMING AND SUPPORTS: 1. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS: 2. GALVANIZE WHERE INDICATED. 3. PRIME WITH ZINC -RICH PRIMER WHERE INDICATED. a. ZINC -RICH PRIMER SHALL HAVE A VOC CONTENT OF 340 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). C. LOOSE STEEL LINTELS, GALVANIZED AT EXTERIOR WALLS. D. SHELF ANGLES, GALVANIZED. E. STEEL WELD PLATES AND ANGLES NOT SPECIFIED IN OTHER SECTIONS, FOR CASTING INTO CONCRETE. F. METAL BOLLARDS: SCHEDULE 40 STEEL PIPE. END OF SECTION 055000 WOODS AND PLASTICS SECTION 061000 - ROUGH CARPENTRY 1.1 MATERIALS A. WOOD -PRESERVATIVE -TREATED LUMBER: 1. PRESERVATIVE TREATMENT: AWPA U1; USE CATEGORY UC2, BUT USE CATEGORY UC3B FOR EXTERIOR CONSTRUCTION AND USE CATEGORY UC4A FOR ITEMS IN CONTACT WITH THE GROUND. a. PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR CHROMIUM. DO NOT USE INORGANIC BORON (SBX) FOR SILL PLATES. 2. APPLICATION: ITEMS INDICATED AND AS FOLLOWS: a. ITEMS IN CONTACT WITH ROOFING OR WATERPROOFING. b. ITEMS IN CONTACT WITH CONCRETE OR MASONRY. c. FRAMING LESS THAN 18 INCHES (460 MM) ABOVE GROUND IN CRAWLSPACES. d. FLOOR PLATES INSTALLED OVER CONCRETE SLABS -ON -GRADE. B. DIMENSION LUMBER FRAMING: 1. EXPOSED FRAMING: HAND -SELECTED FOR APPEARANCE AND FREEDOM FROM DECAY, HONEYCOMB, KNOT -HOLES, SHAKE, SPLITS, TORN GRAIN AND WANE. a. APPLICATION: EXPOSED EXTERIOR AND INTERIOR FRAMING INDICATED TO RECEIVE A STAINED OR NATURAL FINISH. b. SPECIES AND GRADE: AS INDICATED FOR LOAD -BEARING CONSTRUCTION. C. ENGINEERED WOOD PRODUCTS, GENERAL: PRODUCTS LOCATED WITHIN THE BUILDING WEATHERPROOFING SYSTEM SHALL CONTAIN NO ADDED UREA RMALDEHYDE. D. SHEAR WALL PANELS, GENERAL: PRODUCTS LOCATED WITHIN THE BUILDING WEATHERPROOFING SYSTEM SHALL CONTAIN NO ADDED UREA FORMALDEHYDE. E. FASTENERS: HOT -DIP GALVANIZED STEEL WHERE EXPOSED TO WEATHER, IN GROUND CONTACT, IN CONTACT WITH TREATED WOOD, OR IN AREA OF HIGH RELATIVE HUMIDITY. F. METAL FRAMING ANCHORS: 1. HOT -DIP GALVANIZED STEEL FOR INTERIOR LOCATIONS. 2. HOT -DIP, HEAVY -GALVANIZED STEEL FOR TREATED LUMBER AND WHERE INDICATED. 3. STAINLESS STEEL FOR EXTERIOR AND WHERE INDICATED. G. MISCELLANEOUS MATERIALS: 1. SILL -SEALER GASKETS: [GLASS -FIBER INSULATION] [NEOPRENE FOAM]. 2. ADHESIVES SHALL HAVE A VOC CONTENT OF 70 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). END OF SECTION 061000 REVIEWED FOR CODE COMPLIANCE APPrOYY"LD MAY 21 2010 City of Tukwila BUILDING DIVISION WOODS AND PLASTICS SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY 1.1 MATERIALS A. WOOD -PRESERVATIVE -TREATED MATERIALS: 1. PRESERVATIVE TREATMENT: AWPA Ul; USE CATEGORY UC2. a. PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR CHROMIUM. DO NOT USE INORGANIC BORON (SBX) FOR SILL PLATES. 2. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: a. ITEMS IN CONTACT WITH ROOFING OR WATERPROOFING. b. ITEMS IN CONTACT WITH CONCRETE OR MASONRY. c. FRAMING LESS THAN 18 INCHES (460 MM) ABOVE GROUND IN CRAWLSPACES. d. FLOOR PLATES INSTALLED OVER CONCRETE SLABS -ON -GRADE. B. FIRE -RETARDANT -TREATED MATERIALS: 1. EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. 2. INTERIOR TYPE A UNLESS OTHERWISE INDICATED. 3. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: a. FRAMING FOR RAISED PLATFORMS. b. CONCEALED BLOCKING. c. ROOF FRAMING AND BLOCKING. d. ITEMS IN CONTACT WITH ROOFING. e. PLYWOOD BACKING PANELS. C. FRAMING: 1. NON -LOAD -BEARING INTERIOR PARTITIONS: CONSTRUCTION OR NO. 2 GRADE. D. MISCELLANEOUS LUMBER: 1. DIMENSION LUMBER: CONSTRUCTION OR NO. 2 GRADE. 2. UTILITY SHELVING: 19 PERCENT MAXIMUM MOISTURE CONTENT. 3. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT. E. PLYWOOD BACKING PANELS: EXPOSURE 1, C-D PLUGGED, FIRE -RETARDANT TREATED. F. FASTENERS: HOT -DIP GALVANIZED STEEL WHERE EXPOSED TO WEATHER, IN GROUND CONTACT, IN CONTACT WITH TREATED WOOD, OR IN AREA OF HIGH RELATIVE HUMIDITY. G. METAL FRAMING ANCHORS: 1. METAL: GALVANIZED STEEL; HOT -DIP HEAVY GALVANIZED STEEL FOR WOOD -PRESERVATIVE -TREATED LUMBER AND WHERE INDICATED. H. ADHESIVES: ADHESIVES SHALL HAVE A VOC CONTENT OF 70 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.2 INSTALLATION A. FURRING TO RECEIVE PLYWOOD OR HARDBOARD PANELING: 1-BY-3-INCH NOMINAL - SIZE (19-BY-63-MM ACTUAL -SIZE) FURRING AT 24 INCHES (610 MM) O.C. B. FURRING TO RECEIVE GYPSUM BOARD: 1-BY-2-INCH NOMINAL -SIZE (19-BY-38-MM ACTUAL -SIZE) FURRING AT 16 INCHES (406 MM) O.C. END OF SECTION 061053 WOODS AND PLASTICS SECTION 064000 - INTERIOR ARCHITECTURAL WOODWORK 1.1 SUMMARY A. INTERIOR STANDING AND RUNNING TRIM. B. FLUSH WOOD PANELING AND WAINSCOTS. C. MELAMINE CABINETS. D. SOLID -SURFACING -MATERIAL COUNTERTOPS. E. CLOSET AND UTILITY SHELVING. 1.2 QUALITY ASSURANCE A. QUALITY STANDARD: AWI. 1.3 MATERIALS A. WOOD PRODUCTS: COMPLY WITH THE FOLLOWING: 1. HARDBOARD: AHA A135.4, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 2. MEDIUM -DENSITY FIBERBOARD: ANSI A208.2, GRADE 130, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 3. MOISTURE RESISTANT MEDIUM -DENSITY FIBERBOARD: ANSI A208.2, GRADE MD, MR50, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 4. STRAW -BASED PARTICLEBOARD: ANSI A208.1, GRADE M-2, EXCEPT FOR DENSITY, MADE WITH ADHESIVE CONTAINING NO UREA FORMALDEHYDE. 5. SOFTWOOD PLYWOOD: DOC PS 1 6. VENEER -FACED PANEL PRODUCTS (HARDWOOD PLYWOOD): HPVA HP-1, MADE WITH ADHESIVE CONTAINING NO UREA FORMALDEHYDE. B. ADHESIVES, GENERAL: DO NOT USE ADHESIVES THAT CONTAIN UREA FORMALDEHYDE. C. VOC LIMITS FOR INSTALLATION ADHESIVES AND GLUES: USE INSTALLATION ADHESIVES THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): 1. WOOD GLUES: 30 G/L. 2. PANEL ADHESIVE: 50 G/L 3. MULTIPURPOSE CONSTRUCTION ADHESIVE: 70 G/L 4. CONTACT ADHESIVE: 80 G/L. a. SPECIAL PURPOSE: 250 G/L D. CLOSET AND UTILITY SHELVING: 1. GRADE: ECONOMY. 2. SHELF MATERIAL: 3/4-INCH(19-MM) THERMOSET DECORATIVE PANEL WITH PVC OR POLYESTER EDGE BANDING. 3. CLEATS: 3/4-INCH(19-MM) PANEL PRODUCT. E. SHOP FINISHING: 1. GRADE: SAME GRADE AS WOODWORK. 2. EXTENT: ALL WOODWORK SHOP FINISHED. 1.4 INSTALLATION A. SCRIBE AND CUT MILLWORK TO FIT ADJOINING WORK, REFINISH CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS. B. ANCHOR MILLWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR COMPLETE INSTALLATION. USE FINE FINISHING NAILS OR FINISHING SCREWS FOR EXPOSED FASTENING, COUNTERSUNK AND FILLED FLUSH WITH MILLWORK AND MATCHING FINAL FINISH IF TRANSPARENT FINISH IS INDICATED. C. CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO PROVIDE UNENCUMBERED OPERATION. COMPLETE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS INDICATED. 1. INSTALL CABINETS WITH NO MORE THAN 1/8 INCH IN 96-INCH(3 MM IN 2400-MM) SAG, BOW, OR OTHER VARIATION FROM A STRAIGHT LINE. D. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE OF COUNTERTOP. 1. ALIGN ADJACENT SOLID -SURFACING -MATERIAL COUNTERTOPS AND FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS USING ADHESIVE IN COLOR TO MATCH COUNTERTOP. CAREFULLY DRESECFIVED JOINTS SMOOTH, REMOVE SURFACE SCRATCHES, AND CLEAN ENTIRR rrNf OF TUKWILA SURFACE. 2. INSTALL RE THAN 1/8 INCH IN 96-INCH (3 MM IN 2 00 MM) SAG,S OIW, OR OTTH NO OHER VARIATION FROM A STRAIGHT LII ik 3 0 2ua8 3. SECURE COVED BACKSPLASHES TO TOPS PER MANUFACTURES FABRICATION MANUAL AND TO WALLS WITH ADHESIVE PERMIT CENTER 4. CALK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANT SPECIFIED IN DIVISION 7 SECTION "JOINT SEALANTS." END OF SECTION 064000 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE D . A LND STATE OF WASHINGTON z LIJCt Z Q/ 0 W Pi' F- 0 Z PROJECT ADDRESS: W Z co m co D Q r D STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDd AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE. OUTLINE SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER: G-0010 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave_Tukwila WA R17_Central_e.novak.rvt WOODS AND PLASTICS SECTION 064400 - PLASTIC PANELING PART 1 - GENERAL 1.1 SUMMARY A. SECTION INCLUDES THE FOLLOWING: 1. GLASS -FIBER REINFORCED PLASTIC (FRP) WALL PANELING. 2. MOLDING, ADHESIVES, AND JOINT SEALANTS. 1.2 PLASTIC SHEET PANELING A. GLASS -FIBER -REINFORCED PLASTIC PANELING: GELCOAT-FINISHED, GLASS -FIBER REINFORCED PLASTIC PANELS COMPLYING WITH ASTM D 5319. 1. LOW -EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." 2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES. 3. COLOR: WHITE. 4. MOLDING COLOR: WHITE. 5. SURFACE FINISH: MOLDED PEBBLE TEXTURE. B. UNREINFORCED POLYPROPYLENE PANELING: SOLID POLYPROPYLENE PANELS MADE FROM NO LESS THAN 80 PERCENT RECYCLED MATERIAL. 1. LOW -EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S (FORMERLY, THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES') "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS." 2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES. 3. COLOR: WHITE. 4. MOLDING COLOR: WHITE. 5. SURFACE FINISH: MOLDED PEBBLE TEXTURE. 1.3 ADHESIVES A. AS RECOMMENDED BY PLASTIC PANELING MANUFACTURER. 1. VOC LIMIT: 50 G/L. 1.4 ACCESSORIES A. TRIM ACCESSORIES: MANUFACTURER'S STANDARD ONE-PIECE VINYL EXTRUSIONS DESIGNED TO RETAIN AND COVER EDGES OF PANELS. PROVIDE DIVISION BARS, INSIDE CORNERS, OUTSIDE CORNERS, AND CAPS AS NEEDED TO CONCEAL EDGES. 1. COLOR: WHITE. END OF SECTION 064400 THERMAL AND MOISTURE PROTECTION SECTION 072100 - BUILDING INSULATION 1.1 SUMMARY A. APPLICATIONS: 1. PERIMETER INSULATION UNDER SLABS -ON -GRADE. 2. PERIMETER WALL INSULATION (SUPPORTING BACKFILL). 3. CONCEALED BUILDING INSULATION. 4. VAPOR RETARDERS. 5. SOUND ATTENUATION INSULATION. 1.2 PERFORMANCE REQUIREMENTS A. PLENUM RATING: GLASS SLAG -WOOL -FIBER INSULATION RATED FOR RESISTANCE AGAINST EROSION AND MOLD GROWTH PER UL 181. 1.3 MATERIALS A. INSULATION: 1. ALL INSULATION MATERIALS LOCATED WITHIN THE WATERPROOF MEMBRANE MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. B. VAPOR RETARDERS: POLYETHYLENE. END OF SECTION 072100 THERMAL AND MOISTURE PROTECTION SECTION 078413 - PENETRATION FIRESTOPPING 1.1 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1.2 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: AN FM GLOBAL -APPROVED FIRESTOP CONTRACTOR OR A UL-QUALIFIED FIRESTOP CONTRACTOR. B. FIRE -TEST -RESPONSE CHARACTERISTICS: TESTED PER ASTM E 814 BY QUALIFIED TESTING AND INSPECTING AGENCY. 1.3 PENETRATION FIRESTOPPING A. PENETRATIONS IN FIRE -RESISTANCE -RATED WALLS: F-RATINGS PER ASTM E 814 OR UL 1479. B. PENETRATIONS IN HORIZONTAL ASSEMBLIES: F- AND T-RATINGS PER ASTM E 814 ORUL1479. C. PENETRATIONS IN SMOKE BARRIERS: L-RATINGS PER UL 1479. D. W-RATINGS: PER UL 1479. E. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): 1. SEALANTS: 250 G/L. 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. 3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. 1.4 INSTALLATION A. IDENTIFICATION: PREPRINTED METAL OR PLASTIC LABELS, PERMANENTLY ATTACHED. 1.5 FIELD QUALITY CONTROL A. INSPECTION OF INSTALLED FIRESTOP SYSTEMS: BY OWNER -ENGAGED AGENCY ACCORDING TO ASTM E 2174 REQUIREMENTS. END OF SECTION 078413 THERMAL AND MOISTURE PROTECTION SECTION 078446 - FIRE -RESISTIVE JOINT SYSTEMS 1.1 SUMMARY A. FIRE -RESISTIVE JOINT SYSTEMS FOR THE FOLLOWING: 1. JOINTS IN OR BETWEEN FIRE -RESISTANCE -RATED CONSTRUCTIONS. 2. JOINTS AT EXTERIOR CURTAIN-WALUFLOOR INTERSECTIONS. 3. JOINTS IN SMOKE BARRIERS. 1.2 PERFORMANCE REQUIREMENTS A. FIRE -RESISTANCE RATINGS OF JOINT SYSTEMS IN AND BETWEEN FIRE -RESISTANCE -RATED CONSTRUCTIONS: EQUALING OR EXCEEDING THE FIRE -RESISTANCE RATINGS OF CONSTRUCTION THAT THEY JOIN, [AND WITH MOVEMENT CAPABILITIES INDICATED ] AS DETERMINED BY UL 2079. 1.3 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1.4 QUALITY ASSURANCE A. FIRE -TEST -RESPONSE CHARACTERISTICS: TESTED BY QUALIFIED TESTING AND INSPECTING AGENCY. 1.5 FIRE -RESISTIVE JOINT SYSTEMS A. DESIGNATION SYSTEM FOR JOINTS IN OR BETWEEN FIRE -RESISTANCE -RATED CONSTRUCTIONS: ALPHANUMERIC SYSTEMS LISTED IN UL'S "FIRE RESISTANCE DIRECTORY" UNDER PRODUCT CATEGORY XHBN. B. JOINTS IN OR BETWEEN FIRE -RESISTANCE -RATED CONSTRUCTION: EQUAL TO OR EXCEEDING THE FIRE -RESISTANCE RATING OF CONSTRUCTION THEY WILL JOIN. C. JOINTS AT EXTERIOR CURTAIN-WALUFLOOR INTERSECTIONS: EQUAL TO OR EXCEEDING THE FIRE -RESISTANCE RATING OF THE FLOOR ASSEMBLY. D. JOINTS IN SMOKE BARRIERS: 1. L-RATING: NOT EXCEEDING 5.0 CFM/FT (0.00775 CU. M/S X M) OF JOINT AT 0.30 INCH WG (74.7 PA) AT BOTH AMBIENT AND ELEVATED TEMPERATURES. E. EXPOSED FIRE -RESISTIVE JOINT SYSTEMS: PROVIDE PRODUCTS WITH FLAME -SPREAD AND SMOKE -DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM E 84. F. VOC CONTENT: FIRE -RESISTIVE JOINT SYSTEM SEALANTS SHALL COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): 1. ARCHITECTURAL SEALANTS: 250 G/L. 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. G. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. H. ACCESSORIES: FORMING MATERIALS AND OTHER COMPONENTS NEEDED TO INSTALL FILL MATERIALS AND MAINTAIN RATINGS REQUIRED. END OF SECTION 078446 THERMAL AND MOISTURE PROTECTION SECTION 079200 - JOINT SEALANTS 1.1 MATERIALS A. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): 1. SEALANTS: 250 G/L. 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. 3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. B. SUITABILITY FOR CONTACT WITH FOOD: WHERE SEALANTS ARE INDICATED FOR JOINTS THAT WILL COME IN REPEATED CONTACT WITH FOOD, PROVIDE PRODUCTS THAT COMPLY WITH 21 CFR 177.2600. C. ELASTOMERIC JOINT SEALANTS: LIQUID APPLIED, CHEMICALLY CURING; ASTM C 920. 1. MULTICOMPONENT NONSAG NEUTRAL -CURING SILICONE SEALANT ES-1. 2. SINGLE -COMPONENT MILDEW -RESISTANT NEUTRAL -CURING SILICONE SEALANT ES-2. 3. SINGLE -COMPONENT MILDEW -RESISTANT ACID -CURING SILICONE SEALANT ES-3. 4. SINGLE -COMPONENT MILDEW -RESISTANT ACID -CURING RTV SILICONE SEALANT ES-4. 5. MULTICOMPONENT NONSAG POLYUREA SEALANT ES-5. 6. MULTICOMPONENT NONSAG POLYUREA FILLER ES-6. D. LATEX SEALANT LS-1: COMPLY WITH ASTM C 834, TYPE P, GRADE NF. E. JOINT -SEALANT BACKING: 1.2 JOINT -SEALANT SCHEDULE A. JOINT -SEALANT APPLICATION JS-1: EXTERIOR HORIZONTAL NONTRAFFIC AND TRAFFIC ISOLATION AND CONTRACTION JOINTS IN CAST -IN -PLACE CONCRETE SLABS. 1. JOINT SEALANT: ES-5. B. JOINT -SEALANT APPLICATION JS-2: EXTERIOR PERIMETER JOINTS BETWEEN WALL AND FRAMES OF DOORS AND WINDOWS. 1. JOINT SEALANT: ES-1. C. JOINT -SEALANT APPLICATION JS-3: EXTERIOR CONTROL AND EXPANSION JOINTS IN HORIZONTAL TRAFFIC SURFACES OF BRICK PAVERS, CERAMIC TILE, STONE PAVING UNITS, CONCRETE TILE. 1. JOINT SEALANT: MULTICOMPONENT POURABLE POLYSULFIDE SEALANT. 2. JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. D. JOINT -SEALANT APPLICATION JS-4: INTERIOR PERIMETER JOINTS OF EXTERIOR OPENINGS. 1. JOINT SEALANT: ES-3. E. JOINT -SEALANT APPLICATION JS-5: INTERIOR CERAMIC TILE EXPANSION, CONTROL, CONTRACTION, AND ISOLATION JOINTS IN HORIZONTAL TRAFFIC SURFACES. 1. JOINT SEALANT: ES-3. 2. JOINT -SEALANT COLOR: AS NOTED. F. JOINT -SEALANT APPLICATION JS-6: INTERIOR JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING WALLS, FLOORS, AND COUNTERS. 1. JOINT SEALANT: ES-3. 2. JOINT -SEALANT COLOR: TRANSLUCENT. G. JOINT -SEALANT APPLICATION JS-7: VERTICAL JOINTS ON EXPOSED SURFACES OF INTERIOR PARTITIONS. 1. JOINT SEALANT: ES-3. H. JOINT -SEALANT APPLICATION JS-8: PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF INTERIOR DOORS, WINDOWS. 1. JOINT SEALANT: ES-3. I. JOINT -SEALANT APPLICATION JS-9: HVAC JOINTS. 1. JOINT SEALANT: ES-2. 2. JOINT -SEALANT COLOR: ALUMINUM. J. JOINT -SEALANT APPLICATION JS-10: NON -POROUS MATERIAL TO NON -POROUS MATERIAL. 1. JOINT SEALANT: ES-4. 2. JOINT -SEALANT COLOR: CLEAR. END OF SECTION 079200 DOORS AND WINDOWS SECTION 081416 - FLUSH WOOD DOORS 1.1 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF DOOR INDICATED. INCLUDE DETAILS OF CORE AND EDGE CONSTRUCTION AND TRIM FOR OPENINGS. B. SHOP DRAWINGS: INDICATE LOCATION, SIZE, AND HAND OF EACH DOOR; ELEVATION OF EACH KIND OF DOOR; CONSTRUCTION DETAILS NOT COVERED IN PRODUCT DATA; LOCATION AND EXTENT OF HARDWARE BLOCKING; AND OTHER PERTINENT DATA. 1. INDICATE DIMENSIONS AND LOCATIONS OF MORTISES AND HOLES FOR HARDWARE. 2. INDICATE DIMENSIONS AND LOCATIONS OF CUTOUTS. 3. INDICATE REQUIREMENTS FOR VENEER MATCHING. 4. INDICATE DOORS TO BE FACTORY FINISHED AND FINISH REQUIREMENTS. 5. INDICATE FIRE -PROTECTION RATINGS FOR FIRE -RATED DOORS. C. WARRANTY: SAMPLE OF SPECIAL WARRANTY. 1.2 QUALITY ASSURANCE A. QUALITY STANDARD: AWI. 1. AWI QUALITY CERTIFICATION LABELS OR AN AWI LETTER OF LICENSING FOR DOORS. 2. WI -CERTIFIED COMPLIANCE CERTIFICATE FOR DOORS AND INSTALLATION. B. FIRE -RATED WOOD DOORS: POSITIVE PRESSURE TESTING. 1.3 DOOR CONSTRUCTION, GENERAL A. LOW -EMITTING MATERIALS: MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS THAT DO HAVE NO ADDED UREA FORMALDEHYDE. B. WDMA I.S.1-A PERFORMANCE GRADE: HEAVY DUTY UNLESS OTHERWISE INDICATED. 1.4 VENEERED -FACED DOORS FOR TRANSPARENT FINISH A. INTERIOR SOLID -CORE DOORS: 1. CORE: PARTICLEBOARD. 2. CONSTRUCTION: FIVE OR SEVEN PLIES, BONDED. 1.5 PRIMING/FINISHING A. SHOP PRIMING: 1. DOORS FOR OPAQUE FINISH: ONE COAT OF WOOD PRIMER. 2. DOORS FOR TRANSPARENT FINISH: STAIN AND FIRST COAT OF FINISH. B. FACTORY FINISHING: ALL DOORS. END OF SECTION 081416 DOORS AND WINDOWS SECTION 083450 - DOUBLE ACTING SWING DOORS PART 1 - GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. SOLID -CORE DOUBLE ACTING SWING DOORS WITH PLASTIC LAMINATE FACES. 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, CORE DESCRIPTIONS, FIRE - RESISTANCE RATING, TEMPERATURE -RISE RATINGS, AND FINISHES. B. SHOP DRAWINGS: INCLUDE THE FOLLOWING: 1. ELEVATIONS OF EACH DOOR DESIGN. 2. DETAILS OF DOORS, INCLUDING VERTICAL AND HORIZONTAL EDGE DETAILS AND METAL THICKNESSES. 3. FRAME DETAILS FOR EACH FRAME TYPE, INCLUDING DIMENSIONED PROFILES AND METAL THICKNESSES. 4. LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR HARDWARE. 5. DETAILS OF ACCESSORIES. 6. DETAILS OF MOLDINGS, REMOVABLE STOPS, AND GLAZING. 1.3 STANDARD DOUBLE ACTING SWING DOORS A. GENERAL: PROVIDE DOORS OF DESIGN INDICATED, NOT LESS THAN THICKNESS INDICATED; FABRICATED WITH SMOOTH SURFACES, WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED FACES UNLESS OTHERWISE INDICATED. COMPLY WITH ANSI/SDI A250.8. 1. DESIGN: AS INDICATED. B. CORE CONSTRUCTION: 3/4" EXTERIOR GRADE SOLID WOOD CORE MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS THAT DO NOT CONTAIN UREA FORMALDEHYDE. 1. VERTICAL EDGES FOR DOUBLE-ACTING DOORS: ROUND VERTICAL EDGES WITH 2-1/8-INCH(54-MM) RADIUS. 2. TOP AND BOTTOM EDGES: CLOSED WITH FLUSH OR INVERTED 0.042-INCH- (1.0-MM-) THICK, END CLOSURES OR CHANNELS OF SAME MATERIAL AS FACE SHEETS. 3. TOLERANCES: COMPLY WITH SDI 117, "MANUFACTURING TOLERANCES FOR STANDARD STEEL DOORS AND FRAMES." C. INTERIOR DOORS: FACE SHEETS FABRICATED FROM DECORATIVE HIGH PRESSURE LAMINATE. PROVIDE DOORS COMPLYING WITH REQUIREMENTS INDICATED BELOW BY REFERENCING ANSI/SDI A250.8 FOR LEVEL AND MODEL AND ANSI/SDI A250.4 FOR PHYSICAL PERFORMANCE LEVEL: 1. LEVEL 1 AND PHYSICAL PERFORMANCE LEVEL C (STANDARD DUTY). a. WIDTH: AS INDICATED ON DRAWINGS. D. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCING PLATES OF 18 GAUGE STAINLESS STEEL. E. FABRICATE CONCEALED STIFFENERS AND HARDWARE REINFORCEMENT FROM EITHER COLD- OR HOT -ROLLED STEEL SHEET. 1.4 STOPS AND MOLDINGS A. MOLDINGS FOR GLAZED LITES IN DOORS: MINIMUM 0.032 INCH(0.8 MM) THICK. B. LOOSE STOPS FOR GLAZED LITES IN FRAMES: MINIMUM 0.032 INCH(0.8 MM) THICK, FABRICATED FROM SAME MATERIAL AS FRAMES IN WHICH THEY ARE INSTALLED. 1.5 STEEL FINISHES A. PRIME FINISH: APPLY MANUFACTURER'S STANDARD PRIMER IMMEDIATELY AFTER CLEANING AND PRETREATING. 1. SHOP PRIMER: MANUFACTURER'S STANDARD, FAST -CURING, LEAD- AND CHROMATE -FREE PRIMER COMPLYING WITH ANSI/SDI A250.10 ACCEPTANCE CRITERIA; RECOMMENDED BY PRIMER MANUFACTURER FOR SUBSTRATE; COMPATIBLE WITH SUBSTRATE AND FIELD -APPLIED COATINGS DESPITE PROLONGED EXPOSURE. B. FACTORY -APPLIED PAINT FINISH: MANUFACTURER'S STANDARD, COMPLYING WITH ANSI/SDI A250.3 FOR PERFORMANCE AND ACCEPTANCE CRITERIA. 1.6 COLOR AND GLOSS: AS INDICATED BY MANUFACTURER'S DESIGNATIONS. END OF SECTION 083450 DOORS AND WINDOWS SECTION 087100 - DOOR HARDWARE 1.1 SUMMARY A. COMMERCIAL DOOR HARDWARE FOR SWINGING DOORS. B. OTHER DOORS TO THE EXTENT INDICATED. C. CYLINDERS FOR DOORS SPECIFIED IN OTHER SECTIONS. 1.2 SUBMITTALS A. PRODUCT DATA: INCLUDE CONSTRUCTION AND INSTALLATION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS AND PROFILES, AND FINISHES. 1.3 WARRANTY A. WARRANTY PERIOD: ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION, EXCEPT AS FOLLOWS: 1: MANUAL CLOSERS: 25 YEARS FROM DATE OF INVOICE. 2. CYLINDRICAL LOCKSETS: TWO YEARS FROM DATE OF INVOICE. 3. EXIT DEVICES: FIVE YEARS FROM DATE OF INVOICE. 1.4 MAINTENANCE SERVICE A. FULL -MAINTENANCE SERVICE: SIX MONTHS. 1.5 PRODUCTS A. CYLINDERS AND KEYING: 1. CONSTRUCTION KEYING: CONSTRUCTION MASTER KEYS. 2. KEYING SYSTEM: a. GRAND MASTER KEY. b. LOCKS MASTER KEYED OR GRAND MASTER KEYED TO EXISTING SYSTEM. c. ALL CYLINDERS KEYED ALIKE. d. KEYS: NICKEL SILVER. 1) STAMPING: PERMANENTLY INSCRIBE EACH KEY WITH A LOCKNET KEY CONTROL NUMBER, STATE CODE, AND INCLUDE THE FOLLOWING NOTATION: a) NOTATION: "DO NOT DUPLICATE." 2) QUANTITY: IN ADDITION TO ONE EXTRA KEY BLANK FOR EACH LOCK, PROVIDE THE FOLLOWING: a) CYLINDER CHANGE KEYS: TWO. b) CONSTRUCTION KEYS: FOUR. c) MASTER KEYS: FOUR. d) GRAND MASTER KEYS: TWO. 1.6 FIELD QUALITY CONTROL A. INDEPENDENT ARCHITECTURAL HARDWARE CONSULTANT: CONTRACTOR ENGAGED TO PERFORM INSPECTIONS. B. OCCUPANCY ADJUSTMENT: THREE MONTHS. END OF SECTION 087100 FINISHES SECTION 092216 - NON-STRUCTURAL STEEL FRAMING 1.1 SUMMARY A. NON -LOAD -BEARING STEEL FRAMING MEMBERS FOR INTERIOR FRAMING SYSTEMS. 1.2 MATERIALS A. STEEL FRAMING FOR FRAMED ASSEMBLIES: B. FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. 1. STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 REQUIREMENTS FOR METAL, UNLESS OTHERWISE INDICATED. 2. PROTECTIVE COATING: COATING WITH EQUIVALENT CORROSION RESISTANCE OF ASTM A 653/A 653M, G40 (Z120), HOT -DIP GALVANIZED, UNLESS OTHERWISE INDICATED. 1.3 STEEL FRAMING FOR FRAMED ASSEMBLIES A. SALVAGED MATERIAL: USE SALVAGED FRAMING MATERIALS WHENEVER AVAILABLE. B. STEEL STUDS AND RUNNERS: ASTM C 645. 1. MINIMUM BASE -METAL THICKNESS: 0.033 INCH (0.84 MM) UNLESS OTHERWISE INDICATED ON DRAWINGS. 2. DEPTH: AS INDICATED ON DRAWINGS. C. DIMPLED STEEL STUDS AND RUNNERS: 1. MINIMUM BASE -METAL THICKNESS: 0.025 INCH (0.64 MM). 2. DEPTH: AS INDICATED ON DRAWINGS. D. SLIP -TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE ONE OF THE FOLLOWING: 1. SINGLE LONG -LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER WITH 2-INCH- (50.8-MM-) DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS, INSTALLED WITH STUDS FRICTION FIT INTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATED WITHIN 12 INCHES (305 MM) OF THE TOP OF STUDS TO PROVIDE LATERAL BRACING. 2. DOUBLE -RUNNER SYSTEM: ASTM C 645 TOP RUNNERS, INSIDE RUNNER WITH 2-INCH- (50.8-MM-) DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND FASTENED TO STUDS, AND OUTER RUNNER SIZED TO FRICTION FIT INSIDE RUNNER. 3. DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED TO PREVENT CRACKING OF FINISHES APPLIED TO INTERIOR PARTITION FRAMING RESULTING FROM DEFLECTION OF STRUCTURE ABOVE; IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS. E. COLD -ROLLED CHANNEL BRIDGING: 0.0538-INCH (1.37-MM) BARE -STEEL THICKNESS, WITH MINIMUM 1/2-INCH- (12.7-MM-) WIDE FLANGES. 1. DEPTH: 1-1/2 INCHES (38.1 MM). 2. CLIP ANGLE: NOT LESS THAN 1-1/2 BY 1-1/2 INCHES (38.1 BY 38.1 MM), 0.068-INCH- (1.73-MM-) THICK, GALVANIZED STEEL. F. HAT -SHAPED, RIGID FURRING CHANNELS: ASTM C 645. 1. MINIMUM BASE METAL THICKNESS: AS INDICATED ON DRAWINGS. 2. DEPTH: AS INDICATED ON DRAWINGS. G. COLD -ROLLED FURRING CHANNELS: 0.0538-INCH (1.37-MM) BARE -STEEL THICKNESS, WITH MINIMUM 1/2-INCH- (12.7-MM-) WIDE FLANGES. 1. DEPTH: AS INDICATED ON DRAWINGS. 2. FURRING BRACKETS: ADJUSTABLE, CORRUGATED -EDGE TYPE OF STEEL SHEET WITH MINIMUM BARE -STEEL THICKNESS OF 0.0312 INCH (0.79 MM). 3. TIE WIRE: ASTM A 641/A 641 M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625-INCH- (1.59-MM-) DIAMETER WIRE, OR DOUBLE STRAND OF 0.0475-INCH- (1.21-MM-) DIAMETER WIRE. H. Z-SHAPED FURRING: WITH SLOTTED OR NONSLOTTED WEB, FACE FLANGE OF 1-1/4 INCHES (31.8 MM), WALL ATTACHMENT FLANGE OF 7/8 INCH (22.2 MM), MINIMUM BARE -METAL THICKNESS OF 0.0179 INCH (0.45 MM), AND DEPTH REQUIRED TO FIT INSULATION THICKNESS INDICATED. END OF SECTION 092216 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 3 8 2T PERMIT CENTER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 8555 REGISTERED ARCHITE D . A LND STATE OF WASI-IINGTON 1 PROJECT ADDRESS: Ui Z Q 00 OD 0) D Q er- Z 0o S� D STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDP AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE. OUTLINE SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER: G-0011 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WA R17_Central_e.novak.rvt FINISHES SECTION 092900 - GYPSUM BOARD 1.1 SUMMARY A. INTERIOR GYPSUM BOARD. B. TILE BACKING PANELS. 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. B. SAMPLES: FOR THE FOLLOWING PRODUCTS: 1. TEXTURED FINISHES: MANUFACTURER'S STANDARD SIZE FOR EACH TEXTURED FINISH INDICATED AND ON SAME BACKING INDICATED FOR WORK. 1.3 MATERIALS A. INTERIOR GYPSUM BOARD: 1. GENERAL: COMPLYING WITH ASTM C 36/C 36M OR ASTM C 1396/C 1396M, AS APPLICABLE TO TYPE OF GYPSUM BOARD INDICATED AND WHICHEVER IS MORE STRINGENT. a. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. 2. TYPE X: a. THICKNESS: 5/8 INCH (15.9 MM). b. LONG EDGES: TAPERED. 3. MOISTURE- AND MOLD -RESISTANT TYPE: WITH MOISTURE- AND MOLD - RESISTANT CORE AND SURFACES. a. CORE: 5/8 INCH(15.9 MM), TYPE X. b. LONG EDGES: TAPERED. c. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. B. TILE -BACKING PANELS: 1. GLASS -MAT, WATER-RESISTANT BACKING BOARD: ASTM C 1178/C 1178M, WITH MANUFACTURER'S STANDARD EDGES. a. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. b. CORE: 5/8 INCH (15.9 MM), TYPE X. c. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. 2. CEMENTITIOUS BACKER UNITS: ANSI A118.9 AND ASTM C 1288 OR 1325, WITH MANUFACTURER'S STANDARD EDGES. a. THICKNESS: 1/4 INCH (6.4 MM). b. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. C. TRIM ACCESSORIES: a. INTERIOR: CORNERBEAD. END OF SECTION 092900 FINISHES SECTION 093000 - TILING 1.1 SUMMARY A. PAVER, GLAZED, AND WALL TILE. B. WATERPROOF MEMBRANE FOR THIN -SET TILE INSTALLATIONS. C. METAL EDGE STRIPS INSTALLED AS PART OF TILE INSTALLATIONS. 1.2 QUALITY ASSURANCE A. MOCKUPS FOR EACH FORM OF CONSTRUCTION. 1.3 MATERIALS A. GLAZED WALL TILE TRIM SHAPES: COVED BASE, BULLNOSE CAP. B. THRESHOLDS: SATIN ANODIZED ALUMINUM THRESHOLDS AND TRANSITION STRIPS. 1. BEVEL EDGES AT 1:2 SLOPE, WITH LOWER EDGE OF BEVEL ALIGNED WITH OR UP TO 1/16 INCH (1.5 MM) ABOVE ADJACENT FLOOR SURFACE. FINISH BEVEL TO MATCH TOP SURFACE OF THRESHOLD. LIMIT HEIGHT OF THRESHOLD TO 1/2 INCH (12.7 MM) OR LESS ABOVE ADJACENT FLOOR SURFACE. C. MORTAR: LATEX-PORTLAND CEMENT D. ELASTOMERIC SEALANTS: ONE -PART, MILDEW -RESISTANT SILICONE. 1. SEALANTS SHALL HAVE A VOC CONTENT OF 250 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.4 FLOOR TILE INSTALLATION SCHEDULE A. INTERIOR FLOORS ON CONCRETE: THIN -SET MORTAR. 1. TILE TYPE: UNGLAZED PAVER TILE. 2. MORTAR: LATEX- PORTLAND CEMENT MORTAR BOND COAT. 3. GROUT: POLYMER -MODIFIED UNSANDED 100% SOLIDS EPDXY NON -SAGGING GROUT. B. INTERIOR FLOORS ON [WATERPROOF] [CRACK -SUPPRESSION] MEMBRANE OVER CONCRETE AND WOOD: THIN -SET MORTAR. 1. TILE TYPE: UNGLAZED PAVER TILE. 2. MORTAR: LATEX- PORTLAND CEMENT MORTAR BOND COAT. 3. GROUT: POLYMER -MODIFIED UNSANDED 100% SOLIDS EPDXY NON -SAGGING GROUT. 1.5 WALL TILE INSTALLATION SCHEDULE A. INTERIOR WALLS OVER GLASS -MAT WATER-RESISTANT BACKER BOARD OR CEMENTITIOUS BACKER UNITS: THIN -SET MORTAR. 1. MORTAR: LATEX- PORTLAND CEMENT MORTAR. 2. GROUT: POLYMER -MODIFIED UNSANDED GROUT SUPPLIED BY GC. 1.6 INSTALLATION A. ALL TILE AND SLATE TO BE INSTALLED PER TILE COUNCIL OF AMERICA STANDARDS. END OF SECTION 093000 FINISHES 1.1 SECTION 095113 - ACOUSTICAL PANEL CEILINGS SUMMARY A. ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. B. COORDINATION DRAWINGS: REFLECTED CEILING PLANS, DRAWN TO SCALE, ON WHICH THE FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITH EACH OTHER, BASED ON INPUT FROM INSTALLERS OF THE ITEMS INVOLVED: 1. CEILING SUSPENSION SYSTEM MEMBERS. 2. METHOD OF ATTACHING HANGERS TO BUILDING STRUCTURE. 3. CEILING -MOUNTED ITEMS INCLUDING LIGHTING FIXTURES, DIFFUSERS, GRILLES, SPEAKERS, SPRINKLERS, ACCESS PANELS, AND SPECIAL MOLDINGS. C. SAMPLES FOR VERIFICATION: FOR EACH COMPONENT INDICATED AND FOR EACH EXPOSED FINISH REQUIRED, PREPARED ON SAMPLES OF SIZE INDICATED BELOW. 1. ACOUSTICAL PANEL: SET OF FULL-SIZE SAMPLES OF EACH TYPE, COLOR, PATTERN, AND TEXTURE. 2. EXPOSED SUSPENSION SYSTEM MEMBERS, MOLDINGS, AND TRIM: SET OF 12-INCH-(300-MM-) LONG SAMPLES OF EACH TYPE, FINISH, AND COLOR. D. QUALIFICATION DATA: FOR TESTING AGENCY. E. FIELD QUALITY -CONTROL TEST REPORTS. F. PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY A QUALIFIED TESTING AGENCY, FOR EACH ACOUSTICAL PANEL CEILING. G. MAINTENANCE DATA: FOR FINISHES TO INCLUDE IN MAINTENANCE MANUALS. 1.3 QUALITY ASSURANCE A. ACOUSTICAL PANEL QUALITY STANDARD: ASTM E 1264. B. METAL SUSPENSION SYSTEM QUALITY STANDARD: ASTM C 635. 1.4 MATERIALS A. ACOUSTICAL CEILING PANELS GENERAL: MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. B. ACOUSTICAL CEILING PANELS WASHABLE 1. CLASSIFICATION: TYPE IV, MINERAL BASE WITH MEMBRANE -FACED OVERLAY; FORM 2, WATER FELTED; WITH VINYL OVERLAY ON FACE; PATTERN G (SMOOTH). 2. COLOR: AS INDICATED ON DRAWINGS. 3. THICKNESS: 5/8 INCH (15 MM). 4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM). 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM -POSITIVE AND GRAM -NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. C. ACOUSTICAL CEILING PANELS TEXTURED: 1. CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH; FORM 2, WATER FELTED; PATTERN E (LIGHTLY TEXTURED). 2. COLOR: AS INDICATED ON DRAWINGS. 3. THICKNESS: 5/8 INCH (15 MM). 4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM). 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM -POSITIVE AND GRAM -NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. D. ACOUSTICAL CEILING PANELS PERFORATED: 1. CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH; FORM 2, WATER FELTED; PATTERN CE (PERFORATED, SMALL HOLES AND LIGHTLY TEXTURED). 2. COLOR: AS INDICATED ON DRAWINGS. 3. THICKNESS: 3/4 INCH(15 MM). 4. MODULAR SIZE: 24 BY 48 INCHES(610 BY 1220 MM). 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM -POSITIVE AND GRAM -NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. E. METAL SUSPENSION SYSTEMS: 1. WIDE -FACE, CAPPED, DOUBLE -WEB STEEL: INTERMEDIATE DUTY. F. METAL EDGE MOLDINGS AND TRIM: ROLL -FORMED SHEET METAL. 1.5 INSTALLATION A. INSTALLATION: ASTM C 636. 1.6 FIELD QUALITY CONTROL A. TESTING: BY OWNER -ENGAGED AGENCY TO TEST ACOUSTICAL PANEL CEILING HANGER FASTENERS. END OF SECTION 095113 FINISHES SECTION 096813 - TILE CARPETING 1.1 QUALITY ASSURANCE A. PRODUCTS COMPLY WITH REQUIREMENTS OF CRI'S GREEN LABEL INDOOR AIR QUALITY TESTING PROGRAM. 1.2 WARRANTY A. CARPET TILE: ONE YEAR. 1.3 MATERIALS A. ADHESIVES: WATER-RESISTANT, MILDEW -RESISTANT, NONSTAINING, PRESSURE -SENSITIVE TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS INDICATED, THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET TILE AND IS RECOMMENDED BY CARPET TILE MANUFACTURER FOR RELEASABLE INSTALLATION. a. VOC LIMITS: 50 G/L 1.4 INSTALLATION A. INSTALLATION METHOD: GLUE DOWN WITH RELEASABLE ADHESIVE. END OF SECTION 096813 FINISHES SECTION 097200 - WALL COVERINGS 1.1 SUMMARY A. VINYL AND WOVEN GLASS -FIBER WALL COVERING. 1.2 MATERIALS A. ADHESIVE: MILDEW -RESISTANT, NONSTAINING, STRIPPABLE ADHESIVE, FOR USE WITH SPECIFIC WALL COVERING AND SUBSTRATE APPLICATION, AS RECOMMENDED IN WRITING BY WALL -COVERING MANUFACTURER, AND WITH 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 FINISHES 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 A. VOC CONTENT: PRODUCTS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES HAVING JURISDICTION WHEN MORE STRINGENT THAN LIMITS NOTED AS FOLLOWS AND, FOR INTERIOR PAINTS AND COATINGS APPLIED AT PROJECT SITE, THE FOLLOWING VOC LIMITS, EXCLUSIVE OF COLORANTS ADDED TO A TINT BASE ACCORDING TO SCAQMD (RULE 1113). 1. FLAT PAINTS AND COATINGS: 50 G/L. 2. NONFLAT PAINTS AND COATINGS: 50 G/L. 3. PRIMERS, SEALERS, AND UNDERCOATERS: 100 G/L. 4. RUST PREVENTATIVE COATINGS APPLIED TO FERROUS METALS: 250 G/L. 5. FLOOR COATINGS: 50 G/L. 7. FIRE RETARDANT COATINGS, PIGMENTED: 350 G/L. 1.5 INTERIOR PAINTING SCHEDULE A. STEEL SUBSTRATES: 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: PRIMER, RUST -INHIBITIVE, WATER BASED. b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). 2. QUICK -DRYING ENAMEL SYSTEM: a. PRIME COAT: PRIMER, RUST -INHIBITIVE, WATER BASED. b. TOPCOAT: ALKYD, QUICK DRY (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). B. GALVANIZED -METAL SUBSTRATES: 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: PRIMER, GALVANIZED, WATER BASED. b. TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). C. WOOD SUBSTRATES: 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). D. GYPSUM BOARD SUBSTRATES: 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). E. HIGH -IMPACT GYPSUM BOARD SUBSTRATES: 1. HIGH-PERFORMANCE ARCHITECTURAL LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). F. PLASTER SUBSTRATES: 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). G. ACOUSTICAL CEILING TILE: 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). END OF SECTION 099123 FINISHES SECTION 099300 - STAINING AND TRANSPARENT FINISHING 1.1 SUMMARY A. SURFACE PREPARATION AND APPLICATION OF WOOD FINISHES ON INTERIOR SUBSTRATES. 1.2 SUBMITTALS A. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF FINISH SYSTEM AND IN EACH COLOR AND GLOSS OF FINISH INDICATED. 1.3 QUALITY ASSURANCE A. QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST' AND "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL." 1.4 GENERAL A. VOC CONTENT: PRODUCTS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES HAVING JURISDICTION WHEN MORE STRINGENT THAN LIMITS NOTED AS FOLLOWS AND, FOR INTERIOR PAINTS AND COATINGS APPLIED AT PROJECT SITE, THE FOLLOWING VOC LIMITS, EXCLUSIVE OF COLORANTS ADDED TO A TINT BASE ACCORDING TO SCAQMD (RULE 1113). 1. CHEMICAL COMPONENTS OF FIELD -APPLIED INTERIOR PAINTS AND COATINGS: a. CLEAR WOOD FINISHES, VARNISHES: VOC NOT MORE THAN 275 G/L. 2. SHELLACS, CLEAR: VOC NOT MORE THAN 730 G/L. 3. STAINS: VOC NOT MORE THAN 100 G/L. 4. PRIMERS, SEALERS, AND UNDERCOATERS: 100 G/L. 5. FIRE RETARDANT COATINGS, CLEAR: 650 G/L. 1.5 EXTERIOR WOOD -FINISH -SYSTEM SCHEDULE A. SOLID -COLOR LATEX STAIN SYSTEM: MPI EXT 6.3K. 1. PRIME COAT: PRIMER, LATEX FOR EXTERIOR WOOD. 2. INTERMEDIATE COAT: STAIN, EXTERIOR, WATER BASED, SOLID HIDE, MATCHING TOPCOAT. 3. TOPCOAT: STAIN, EXTERIOR, WATER BASED, SOLID HIDE. B. SEMITRANSPARENT STAIN SYSTEM: MPI EXT 6.3D. 1. TWO STAIN COATS: EXTERIOR SEMITRANSPARENT LATEX STAIN. 1.6 INTERIOR WOOD -FINISH -SYSTEM SCHEDULE A. SEMITRANSPARENT STAIN SYSTEM: 1. PRIME COAT: STAIN, SEMI -TRANSPARENT, MATCHING TOPCOAT. 2. TOPCOAT: STAIN, SEMI -TRANSPARENT, FOR INTERIOR WOOD. B. WATER -BASED VARNISH SYSTEM: a. PRIME COAT: WATER -BASED VARNISH MATCHING TOPCOAT. b. INTERMEDIATE COAT: WATER -BASED VARNISH MATCHING TOPCOAT. c. TOPCOAT: VARNISH, WATER BASED, CLEAR. C. WATER -BASED FIRE RETARDANT SYSTEM: a. TOPCOAT: FIRE RETARDANT COATING, CLEAR. 1) CLASS A FLAME SPREAD AND SMOKE -DEVELOPED INDEX PER ASTM E 84. END OF SECTION 099300 REVEL D FOR CODE COMPLIANCE PLIANCE APPROVLD MAY 2120i8 City of Tukwila BUILDING DIVISION RECEIVED CITY OFTUKWILA MAR 3 0 2513 PERMIT CENTER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE D . AI D STATE OF `YASHINGTON -J 1 PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDO AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE OUTLINE SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER: G-0012 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WA R17_Central_e.novak.rvt SITE PLAN /L ARCHITECTURAL SITE PLAN NOTES A. REFER TO EXTERIOR ELEVATIONS ON SHEET A-2001 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND LEED REQUIREMENTS. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. D. LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU WINDOW STANDING PAD. E. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. SHEET NOTES 1. EXISTING SITE SIGNAGE AND DRIVE THRU COMPONENT TO REMAIN. 2. EXISTING WAYFINDING ARROWS TO REMAIN 3. EXISTING STRIPING TO RECEIVE A FRESH COAT OF PAINT. 4. EXISTING PYLON SIGN TO REMAIN AND RECEIVE NEW PAINT ON POLES SW7019 - GAUNTLET GREY 5. NEW PATIO FURNITURE 6. EXISTING TRASH ENCLOSURE TO REMAIN. UPDATE PAINT FINISH: SW7019 - GAUNTLET GREY 7. EXISTING ACCESSIBLE STALLS TO REMAIN. REVIEI `ED FOR CODE COUPLIANCE APPROVED MAY 21 287O City of Tukwila BUILDING DIVISION 8' RECEIVED CITY OF TUKWILA Ed� 2 2313 PERMIT CENTER 16' 24' Ir Scale: 3/32" = 1'-0" STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE D . A ND STATE OF WASI-IINGTON I PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDP AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE SITE PLAN SCALE: AS SHOWN Scale: 3/32" = 1'-0" SHEET NUMBER: A-1001 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave_Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:41:15 AM 0 WrL 1 -1 1 F-r-41-14 III=p-= 1111111 I = 11 I LLI -I -I- II `T I ; I- I 6 1 _,--1(. ,)6o--- „FL -I 1'., 1 _ \FI in Try' il Iftail WTh11 III , 1 II I� u� lu� LJJ� �Iu u I� I S �,Lil LiJ DEMOLITION PLAN r S� 1 IInT on II Ill 11 II um mill II Ilk III_11L,�,� ��IIf11J1 t11I1,, ma II II 1{I 1 111III wuu& m, 0 m„� 711 IL--J1 z Ji ii ii I III II L L �� �i ii ill 11 � II 11I111 \\ 4Iw I X I scale: 1/4" = 11-0" ITEMS TO DEMOLISH AA. CAFE • CAFE CHAIRS AND TABLES • MERCHANDISE WALL (2) • MERCHANDISE BASKET (1) • NEWS PAPER STAND • MERCHANDISE CUBE (2) • CONDIMENT CART • FLOOR FINISH • WALK OFF MAT • WALL FINISH BB. PATIO • PATIO TABLES AND CHAIRS • UMBRELLAS AND BASES CC. FRONT BAR • POS CASEWORK • FOOD CASE • ESPRESSO COUNTER • UNDERCOUNTER TWO DOOR REFRIGERATOR (2) • FRONT BAR CASEWORK • HAND SINK AND CASEWORK • 50LB ICE DROP • FLOOR FINISH • FLOOR SINK (1) DD. BACK BAR • UNDERCOUNTER TWO DOOR REFRIGERATOR • INTEGRATED SINK AND COUNTERTOP • HAND SINK (2) • BACKBAR U/C CASEWORK • MENU BOARDS • DT POS CASEWORK • DT MONITOR (1) • FLOOR FINISH • WALL FINISH EE. WORK ROOM • WORKROOM SINGLE DOOR FF. RESTROOM / VESTIBULE • FLOOR FINISH • WALL FINISH • SCONCE ITEMS TO PRESERVE AA. CAFE • MERCHANDISE BASKET (2) • WALL MOUNTED SPEAKER (1) BB. PATIO N/A CC. FRONT BAR • POS EQUIPMENT • SAFE • SCALE • ESPRESSO MACHINE (3) • WARMING OVEN (1) • M.O.P PRINTER • M.O.P LABELER DD. BACK BAR • DT POS EQUIPMENT • BLENDER (2) • GRINDER • BREWER • SHUTTLE (2) • WARMING OVEN • U/C SINGLE DOOR REFRIGERATOR EE. WORK ROOM • ALL EQUIPMENT AND FINISHES U.N.O FF. RESTROOM / VESTIBULE • ALL FIXTURES • ALL ACCESSORIES SHEET NOTES 1. DEMOLISH EXISTING FLOOR FINISH. GC TO PREP AND PATCH FLOOR SLAB 2. DEMOLISH EXISTING CAFE CHAIRS AND TABLES 3. DEMOLISH EXISTING MERCHANDISE CASEWORK/ DISPLAYS 4. DEMOLISH EXISTING PATIO FURNITURE 5. DEMOLISH EXISTING CONDIMENT CART 6. DEMOLISH EXISTING U/C CASEWORK 7. DEMOLISH EXISTING 2-DOOR U/C REFRIGERATOR 8. DEMOLISH EXISTING COUNTERTOPS 9. DEMOLISH EXISTING FOOD CASE 10. DEMOLISH EXISTING SINGLE DOOR 11. DEMOLISH, FILL, AND PATCH EXISTING FLOOR SINK 12. DEMOLISH EXISTING WALL FINISH. PATCH AND PREP AS REQUIRED FOR NEW FINISH. 13. DEMOLISH EXISTING BACK BAR WALL FINISH. PATCH AND PREP AS REQUIRED FOR NEW FINISH. 14. DEMOLISH EXISTING WALK OFF MAT. PREP FOR NEW WALK OFF MAT AT EXISTING LOCATION. 15. DEMOLISH EXISTING ESPRESSO BAR AND EQUIPMENT U.N.O. 16. DEMOLISH EXISTING DT BARISTA STATION 17. DEMOLISH EXISTING RESTROOM WALL AND FLOOR FINISHES. PATCH AND PREP AS REQUIRED FOR NEW FINISHES. ALL EXISTING FIXTURES TO BE SALVAGED FOR REUSE. 18. DEMOLISH EXISTING BACK BAR EQUIPMENT U.N.O. 19. EXISTING SAFE TO BE RELOCATED 20. EXISTING ESPRESSO MACHINE (3) TO BE RELOCATED. 21. EXISTING BREWING EQUIPMENT TO BE RELOCATED 22. EXISTING SCALE TO BE RELOCATED 23. EXISTING MERCHANDISE BASKET (2) TO BE RELOCATED 24. EXISTING BOH EQUIPMENT, FLOOR FINISH, AND WALL FINISH TO REMAIN U.N.O. 25. EXISTING WIRE SHELF TO BE RELOCATED 26. EXISTING TWO DOOR FREEZER TO BE RELOCATED 27. EXISTING WARMING OVEN TO BE RELOCATED 28. EXISTING SPEAKER TO REAMAIN. 29. EXISTING POS EQUIPMENT TO BE RELOCATED. INCLUDES: (2) POS REGISTER WITH COMPACT CASH DRAWER, (2) POS PRINTER), (1) PHONE LINE, (4) POS BANK. CASEWORK AT POS SHOWN TRANSPARENT FOR CLARITY OF UNDERCOUNTER ITEMS TO BE RELOCATED. 30. EXISTING DT POS EQUIPMENT TO BE RELOCATED. INCLUDES: (1) POS REGISTER WITH COMPACT CASH DRAWER, (1) DT POS EXPEDITER, (1) DT POS SURFACE MOUNTED MONITOR ARM, (1) POS PRINTER, (1) DT TIMER SYSTEM, (1) DT ORDER MONITOR, (1) COMMUNICATION SYSTEM, (4) POS BANK. CASEWORK AT DT POS SHOWN TRANSPARENT FOR CLARITY OF UNDERCOUNTER ITEMS TO BE RELOCATED. 31. EXISTING ON COUNTER BLENDERS (2) TO BE RELOCATED. 32. EXISTING MOP LABELER TO BE RELOCATED. 33. REMOVE WOOD WAINSCOT PANEL & TILE WALL BASE AT COLUMN. PREPARE COLUMN AS REQUIRED TO RECEIVE NEW FINISH. 34. EXISTING FOOD CASE TO BE REMOVED AND SAVED. COORDINATE WITH CONSTRUCTION MANAGER FOR FURTHER DIRECTION. DEMOLITION FLOOR PLAN NOTES A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR AS REQUIRED TO PROVIDE A SMOOTH, PAINT READY FINISH. D. DEMOLISH EXISTING WALLS AND DOORS AS DIRECTED. E. DEMOLISH EXISTING FLOOR FINISHES AS DIRECTED. REPAIR OR REPLACE SUB -FLOOR AS REQUIRED TO PROVIDE AN EVEN WALKING SURFACE/FINISH FLOOR CONDITION. F. DEMOLISH EXISTING GYPSUM WALL BOARD, CEILING TILE, GRID AND/OR OTHER CEILING FINISH AS DIRECTED TO PROVIDE FOR NEW CEILING READY CONDITION. G. DEMOLISH EXISTING WALL FINISHES AS DIRECTED. H. J. REMOVE EXISTING LIGHT FIXTURES, EQUIPMENT AND POWER LINES AS DIRECTED. REMOVE EXISTING PLUMBING FIXTURES AS DIRECTED. CAP LINES AS DIRECTED FOR THOSE NOT BEING RE -USED. K. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF SIZE OF EXISTING RESTROOM AND LOCATION AND CONDITION OF FIXTURES PRIOR TO DEMOLITION OR CONSTRUCTION. PLUMBING FIXTURES TO BE RE -USED ARE TO BE REMOVED AND PROPERLY STORED FOR RE -INSTALLATION. L. LABEL ALL ITEMS TO BE PROPERLY STORED FOR RE -INSTALL. NOTE: GC TO VERIFY EXISTING ELECTRICAL AND PLUMBING FLOOR PENETRATIONS, FLOOR SINKS CLEANOUTS, ETC. AND COORDINATE RE -USE OF PENETRATION PRIOR TO PROCEEDING WITH DEMOLITION. MATERIAL DEMOLITION LEGEND MATERIAL TO BE DEMOLISHED MATERIAL TO BE REMOVED AND SAVED WITHIN THE SAME SITE EXISTING WALL TO REMAIN EXISTING COLUMN TO REMAIN RECEIVED an OF TUKWILA MAR 3 0 2 s3 PERMIT CENTER 1 AI Scale: 1/4" = 1'-0" SEPARATE MIT AND APPROVAL REQUIRED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 8555 REGISTERED ARCHITE IA D . A L D STATE OF WASI-IINGTON PROJECT NAME: PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDP AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE. DEMOLITION FLOOR PLAN SCALE: AS SHOWN SHEET NUMBER: 1-1101 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave_Tukwila WA R17_Central_e.novak.rvt SHEET NOTES 1. DEMOLISH EXISTING CEILING CLOUD 2. DEMOLISH EXISTING DECORATIVE PENDANT FIXTURE 3. DEMOLISH EXISTING TRACK 4. EXISTING DUCT WORK TO REMAIN 5. EXISTING TRACK FIXTURE TO BE RELOCATED 6. EXISTING SPEAKER TO REMAIN. 7. EXISTING TRACK TO BE RELOCATED 8. EXISTING CAN FIXTURE TO REMAIN 9. EXISTING SUSPENDED LIGHT FIXTURE TO REMAIN. 10. EXISTING TRACK AND LIGHT FIXTURE TO REMAIN 11. EXISTING SECURITY CAMERA TO REMAIN 12. EXISTING CEILING EQUIPMENT TO REMAIN 13. EXISTING EMERGENCY EXIT SIGN TO REMAIN 14. EXISTING 2X4 TROFFER TO REMAIN 15. DEMOLISH EXISTING RESTROOM SCONCE DEMOLITION CEILING PLAN Scale: 1 /4 = 1-0 DEMOLITION REFLECTED CEILING PLAN NOTES A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR AS REQUIRED TO PROVIDE A SMOOTH, PAINT READY FINISH. D. DEMOLISH EXISTING GYPSUM WALL BOARD, CEILING TILE, GRID AND/OR OTHER CEILING FINISH AS NECESSARY TO PROVIDE FOR NEW CEILING READY CONDITION. E. DEMOLISH EXISTING WALL FINISHES AS NECESSARY. F. REMOVE EXISTING LIGHT FIXTURES, EQUIPMENT AND POWER LINES AS DIRECTED. G. REMOVE EXTRANEOUS EQUIPMENT AS NECESSARY. MATERIAL DEMOLITION LEGEND L J MATERIAL TO BE DEMOLISHED MATERIAL TO BE REMOVED AND SAVED WITHIN THE SAME SITE EXISTING WALL TO REMAIN EXISTING COLUMN TO REMAIN RECEIVED CITY OF TUKWILA ('uN S P q• 3 0 Ji`� 2'CY3 PERMIT CENTER Scale: 1/4" = 1'-0" 4,EPARAT, APpRMITAND Ro REQ�AL QED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE r A D . A LND STATE OF WASHINGTON PROJECT NAME: PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDP AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE DEMOLITION REFLECTED CEILING PLAN SHOWN SHEET NUMBER: 1-1102 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave_Tukwila WA R17_Central_e.novak.rvt 3/30/2018 ,8:41:29 AM DOOR SCHEDULE DOOR NO. DESIGN ID WIDTH HEIGHT TYPE HARDWARE SET DESCRIPTION FURN. BY INST. BY FINISH COMMENTS 1 X0003 3' - 0" 7' - 2" F2 11 Door - Double Impact Double Acting - 36in GC GC PL0019 DOOR HARDWARE DOOR HARDWARE SET 11 NO. ITEM DESCRIPTION MANUFACTURER 1 TRAFFIC DOOR PACKAGE SCP8 36 x 84 ELIASON O ///, O O 2'-9" I ALIGN BACK OF HOUSE / / / / // ENGINE / / / / / / / / / / / / / / / / SEATING / / / / / / / 0 0 / / / / / CAFE L MENS RESTROOM RR VESTIBULE WOMENS RESTROOM c) SALES >C X X > 2'-41/2" FLOOR PLAN INTERIOR DOOR LEGEND / / / /\ / \ \ \ / \ \ / \ \ / / \ 1./ / TYPE F2 Scale: 1/4" = 1'-0" WALL BLOCKING KEY SHEET NOTES 1. EXISTING STOREFRONT WINDOWS TO REMAIN 2. NEW WORKROOM DOOR 3. EXISTING DRIVE THRU WINDOW 4. EXISTING ELECTRICAL PANELS SYMBOL ITEM WEIGHT (LBS) HEIGHT AFF APPROXIMATE WIDTH /\ A ll FLOATING MENU SHELF AT BACKBAR 300 6'-1" OC 13'-3". REFER TO INTERIOR ELEVATIONS, CASEWORK PLANS. 3 B ll SHELVES AT CBE STATION 150 4'-6" TO 5'-6" 6'-9" CENTERED ON SHELVING. FOR PLACEMENT, SEE: I I RR GRAB BARS 250 3'-0" TO 4'-6" 3'-3" REFER TO INTERIOR ELEVATIONS I �' I I " ARTWORK VARIES VARIES SEE INTERIOR ELEVATION nI I I I DT/ COMMUNICATIONS EQUIPMENT 100 4'-0" TO 6'-4" 6'-4" AT DT WINDOW FLOATING MERCHANDISE SHELVES AT CAFE 200 2'-0" TO 5'-2" 6'-2". REFER TO INTERIOR ELEVATIONS, CASEWORK PLANS. WALL TYPES LEGEND O EXISTING WALL - PREPARE TO RECEIVE NEW FINISHES AS NECESSARY. 0) W O NEW PARTIAL HEIGHT PARTITION WALL WALL TO EXTEND TO 10'-0" AFF, U.N.O. 20 GA 3 5/8" (92 MM) METAL STUDS 16" (406 MM) O.C. WITH 5/8" (16 MM) TYPE "X" GWB ON ONE SIDE 5/8" (16 MM). DRYWALL SCREWS @ 12" 7 (305 MM) O.C. 03 NEW FULL HEIGHT PARTITION WALL 20 GA 6" (92 MM) METAL STUDS 16" (406 MM) O.C. WITH 5/8" (16 MM) TYPE "X" GWB, AND MOISTURE RESISTANT 5/8" (16 MM) TYPE "X" GWB ON WET SIDE. DRYWALL SCREWS @ 12" (305 MM) O.C. INTERIOR FLOOR PLAN NOTES A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE. D. ALL DOORS TO PROVIDE 36" (915MM) MINIMUM CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION UNLESS OTHERWISE NOTED. E. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES MEET STARBUCKS AND/OR CODE REQUIREMENTS. F. INSTALL 1/4" (6MM) GREEN BOARD ON BACKBAR WALL PER SPECIFICATION. G. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SHOWN OR NOTED OTHERWISE. H. STARBUCKS VENDOR TO PROVIDE HARDWARE SCHEDULE AND HARDWARE COMPONENTS. GC TO INSTALL. INTERIOR WALL LEGEND NEW FULL HEIGHT WALL NEW PARTIAL HEIGHT WALL EXISTING WALL EXISTING COLUMN SYMBOL LEGEND s DATUM POINT RESPONSIBILITY LEGEND GC LL SB WH VD GENERAL CONTRACTOR LANDLORD STARBUCKS STARBUCKS WAREHOUSE (3PL) STARBUCKS VENDOR DIRECT RECEIVED cITV OF TUKWILA PERMIT CENTER 2' 4' SEPARATE MITAND REQUIRED Scale: 1/4" = 1'-0" z 0 C, ce U) z 0 C.) O W V' MOM 1 U) I z W C, 0 0 V oe I U) STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE D . A D STATE OF WASI-IINGTON PROJECT NAME: z CO L.L Ct W H z PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDO AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE INTERIOR FLOOR PLAN & DOOR SCHEDULE SCALE: AS SHOWN SHEET NUMBER: 1-1103 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave_Tukwila WA R17_Central e.novak.rvt 3/30/2018 8:41:31 AM 1-1104 ENGINE / / / / / 13'-11/2" / / / / / / 2 \ �110, 1-1104 SEATING PENETRATION PLAN Scale: 1/4" = 1-0 BACK OF HOUSE / 7 / 7�2 // / / 1-1104 0 CAFE / / / / MENS RESTROOM RR VESTIBULE WOMENS RESTROOM SALES 5 1-5001 0 DIMENSION DATUM POINT ALL CONDUIT STUB UPS TO BE WITHIN THIS BOUNDARY CWF STUB -UP CW STUB -UP HW STUB -UP TW STUB -UP 1'-6" • EQ STUB UPS - WATER 0 w C w Scale: 1 1/2" = 1'-0" DIMENSION DATUM POINT i+) TO POWER PANEL FOR FUTURE 3/4" DATA CONDUIT TO MANAGER'S WORKSTATION 3/4" CONDUIT TO POWER PANEL 3�STUB UPS -D/T ESPRESSO Scale: 1 1/2" = 1-0 DIMENSION DATUM POINT 3/4" POWER CONDUIT TO ELECRICAL PANEL 1/2" PHONE TO MANAGERS DESK 1/2" DATA TO MANAGERS DESK ALL CONDUIT STUB UPS TO BE WITHIN THIS BOUNDRY STUB UPS - DOUBLE POS/SAFE Scale: 1 1/2" = 1'-0" 5 FLOOR SINK DETAIL Scale: 1/4" =1-0 ALL CONDUIT STUB UPS TO BE WITHIN THIS BOUNDARY CWF STUB UP DIMENSION DATUM POINT CW STUB UP STUB UPS - HAND-OFF Scale: 1 1/2" = 1'-0" SHEET NOTES 1. LINE OF NEW WALK OFF MAT AT EXISTING WALK OFF MAT LOCATION 2. LINE OF CASEWORK SHOWN DASHED 3. NEW CHILLED FOOD CASE SHOWN DASHED. 4. LINE OF SIT HERE BAR 5. MERCHANDISE SHELVING SHOWN AS DASHED 6. FLOOR / WALL PENETRATION DIMENSION DATUM POINT. 7. LOCATION OF EXISTING ELECTRICAL PANELS 8. FLOOR SINK. SEE PLUMBING FOR ADDITIONAL INFORMATION 9. EXISTING WASTE DRAIN FOR MOP SINK. REUSE EXISTING. SEE PLUMBING FOR ADDITIONAL INFORMATION 10. EXISTING DRAIN FOR TOILET. REUSE EXISTING. SEE PLUMBING FOR ADDITIONAL INFORMATION. 11. ELECTRICAL PENETRATION AREA. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 12. PLUMBING PENETRATION AREA. SEE PLUMBING FOR ADDITIONAL INFORMATION. 13. EXISTING FLOOR SINK TO REMAIN. ALL CONDUIT STUB -UPS TO BE WITHIN THIS BOUNDARY 3/4" POWER CONDUIT FROM PANEL FOR PASTRY CASE 3/4" POWER FUTURE 1/2" SECURITY TO MANAGERS DESK TOP SET PER LOCAL CODE CAULK JOINT TILE WATERPROOF MEMBRATE, TYP. GC TO COORDINATE INSTALLATION WITH CONSTRUCTION MANAGER CAST IRON FLANGED RECEPTOR "SANI-CEPTOR 3100-C" CONCRETE SUB FLOOR NO HUB CONNECTION 3" TALL PIECE PENETRATION PLAN NOTES A. ALL STUB -UP DIMENSIONS ARE RELATIVE TO FINISHED WALL LOCATIONS (SHOWN AS OUTLINES ON THIS PLAN). REFER TO FLOOR PLAN FOR WALL PLACEMENT. B. FLOOR SINK: REFER TO CUT SHEETS FOR COMPONENT SPECIFICATIONS AND CUTOUT REQUIREMENTS. C. WASTE LINE PENETRATIONS: REFER TO PLUMBING PLANS FOR INDIVIDUAL LINE LOCATIONS. D. STUB -UP PENETRATIONS: REFER TO ELECTRICAL AND PLUMBING PLANS FOR INDIVIDUAL STUB -UP LOCATIONS. E. TOILET FLOOR PENETRATION: REFER TO CUT SHEETS FOR STUB -UP LOCATION RELATIVE TO FINISHED WALL. F. PENETRATION TO BE LOCATED ON CENTERLINE OF WALL OR AS REQUIRED PER CONDITIONS. G. TRENCHING OUTLINE FOR GUIDELINE USE ONLY. GENERAL CONTRACTOR TO COORDINATE WITH SPECIFIC TRADES AND SITE CONDITIONS TO DETERMINE ACTUAL LAYOUT. PENETRATION SYMBOL LEGEND -®- FLOOR SINK EXISTING FLOOR SINK FLOOR PENETRATION PLUMBING PENETRATION AREA ELECTRICAL PENETRATION AREA DATUM POINT EXISTING COLUMN TO REMAIN NOTE: GC TO VERIFY EXISTING ELECTRICAL AND PLUMBING FLOOR PENETRATIONS, FLOOR SINKS CLEANOUTS, ETC. AND COORDINATE RE -USE OF PENETRATION PRIOR TO PROCEEDING WITH DEMOLITION. RECEIVED CITY OF TUKWILA PERMIT CENTER 1 - AI Scale: 1/4" = 1'-0" SPARATE -- ° RMIT AND APPRavAL REQUIRED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 8555 REGISTERED ARCHITE D . A LND STATE OF WASI-IINGTON PROJECT NAME: PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDi AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE PENETRATION PLAN SCALE: AS SHOWN SHEET NUMBER: 1-1104 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:41:37 AM 17595 18639 17595 O 10110 BACK OF HOUSE 17264 1-1105 10267 1-1105 14523 1-5002 17852 11115 10267 18065 17340 ENGINE 18064 10084 10527 10267 10075 10267 10527 11815 18701 18064 SEATING (7) F 18065 F-- (2) F 17246 17341 17852 18700 17255 16238 11815 18489 17326 18732 18489 17326 18732 17785 F 18692 F 14899 12139 166 17247 28 (2) PATIO? / FURNITURE, FIXTURES, AND EQUIPMENT PLAN 17340 17852 Y 14451 10769 MENS RESTROOM 13 14524 14449 VESTIBULE WOMENS RESTROOM- 18702 11815 SALES 10 18064 18064 F 17326 F 17326 F 16520 F 16520 17340 14451 12139 16628 10769 10017 17852 17852 14451 17852 17340 17852 17340 17340 14451 Scale: 1 /4" = 1'-0" 14451 17340 17852 14451 17340 17852 14451 (2) (2) SHEET NOTES 1. GENERAL CONTRACTOR TO REVERSE DOOR HINGE ON UNDER COUNTER REFRIGERATOR TO LEFT-HAND SWING, AS SHOWN. 2. RELOCATED EXISTING POS EQUIPMENT 3. RELOCATED EXISTING SAFE 4. RELOCATED EXISTING BREWING EQUIPMENT 5. RELOCATED EXISTING WARMING OVEN (2) 6. RELOCATED EXISTING ESPRESSO MACHINE (3) 7. RELOCATED EXISTING BLENDER (2) 8. RELOCATED EXISTING U/C 1-DOOR REFRIGERATOR 9. RELOCATED EXISTING M.O.P LABELER 10. RELOCATED EXISTING MERCHANDISE BASKET (2) 11. EXISTING WALL MOUNTED SPEAKER 12. RELOCATED DT/ POS EQUIPMENT 13. EXISTING RESTROOM EQUIPMENT TO REMAIN U.N.O 14. EXISTING BOH EQUIPMENT TO REMAIN U.N.O 15. EXISTING FIRE EXTINGUISHER TO REMAIN 16. RELOCATED SHELVING RACK 17. RELOCATED 2 DOOR FREEZER 18. RELOCATED EXISTING CUP LABELER FURNITURE, FIXTURE AND EQUIPMENT PLAN NOTES A. GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FOR LIST OF APPROVED START UP CONTRACTORS, CONTACT PROJECT CONSTRUCTION REPRESENTATIVE. B. THE SITE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. C. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT. D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. E. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE. F. EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER, AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. G. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO THE ELECTRICAL DESIGN PLAN. H. CONFIRM ALL NECESSARY CLEARANCES PER PRODUCT CUT SHEET REQUIREMENTS FOR ALL EQUIPMENT (E.G. ICE MACHINE). I. FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO CASEWORK ELECTRICAL DETAILS. 13330 0 E 10855 10855 10091 10396 OD 0 0 O� 13584 10791 10791 10858 CUP CADDY Scale: 1 1/2" = 1'-0" Scale: 1/4" = 1'-0" RECEIVED crry OF TUKWILA, MAR 3 0 2013 PERMIT CENTER PARATE RMIT AND APPROVAL REQUIRED z 0 I I co 0 z U) U) MINIM 1 U) I- w C) 0 z I® V z 0 C) STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 8555 REGISTERED ARCHITE D . A L D" STATE OF WASHINGTON PROJECT NAME: PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: LEEDP AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET WENDY WU Revision Schedule Rev Date By Description SHEET TITLE. FF AND E PLAN SCALE: AS SHOWN SHEET NUMBER: 1-1105 C:\Users\e.novak\Desktop\Revit Locals\SB9319 Interurban Ave Tukwila WA R17_Central_e.novak rvt M 00 co 0 0 co M 1 1-5003 C 17741 C 17741 C 17747 C 17574 C 17747 C 17745 C 17740 C 17809 C 17574 17575 / BACK OF HOUSE ,Ap./4*\, Ate J/ J/#'% ,//ENGINE / C 18145 C 1812 II I' u C 17574 V 17743 18145_ - 17754- 17747 C 11155 X7009 C 18145 C 17745 C 17747, (� Ir'v r 1 r—r® LJ X7012 C C X7004 X7003 17819 C X7013 C 17743 C C 17832 17831 C 17744 C 17743 C X7005 C X7006 C 17754 C 11155 C X7001 4 (2) 1-5003 C X7007 SEATING 12236 C X7008 C X7002 18855 13399 17830 CAFE 13377 CASEWORK PLAN O MENS RESTROOM RR VESTIBULE WOMENS RESTROOM (3) SALES 8 X7014 scale: 1/4" = 1'-0" 2 UPPER CASEWORK PLAN scale: 1/4" = 1 -0 SHEET NOTES 1. DO NOT CAULK TRASH RINGS TO COUNTERTOPS. 2. CUSTOM DT/ POS SHELVES. 3. CUSTOM MENU BOARD SHELF 4. CUSTOM MERCHANDISE SHELF CASEWORK PLAN NOTES A. GENERAL CONTRACTOR TO NOTIFY STARBUCKS 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 CONTRACTOR TO CONFIRM CASEWORK DELIVERY DATE WITH CASEWORK MANUFACTURER AT FOUR (4) WEEKS PRIOR AND THEN ONE (1) WEEK PRIOR TO SCHEDULED DATE OF DELIVERY. C. STARBUCKS CONTRACTS DIRECTLY WITH CASEWORK VENDOR TO SUPPLY CASEWORK LISTED IN CASEWORK SCHEDULE, UNLESS OTHERWISE NOTED. D. REFER TO CASEWORK INSTALLATION MANUAL PROVIDED BY CASEWORK VENDOR FOR COMPLETE INSTALLATION INSTRUCTIONS. E. ALL CASEWORK BOX BASE UNITS SHALL BE SET ON 1/4" (6MM) NON -ABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORK VENDOR. F. SEE WALL FINISH PLAN FOR LOCATION, TAGGING, AND FINISH SCHEDULES OF APPLIED WALL TREATMENTS. G. SEE REFLECTED CEILING PLAN FOR CASEWORK SOFFIT LOCATIONS. H. REFER TO UPPER CABINET ATTACHMENT DESIGN DETAIL FOR INSTALLATION INFORMATION. I. POINT OF SALE AND HAND-OFF PLANE TO BE INSTALLED AT A MAXIMUM HEIGHT OF 2'-10" (860MM) A.F.F. CASEWORK LEGEND INDICATES STAINLESS STEEL (SST) COUNTERTOP INDICATES SOLID SURFACE (SS) COUNTERTOP Scale: 1/4" = 1'-0" RECEIVED CITY OF TUKWILA MAR);U d33 a PERMIT CENTER EPARATE ERMITAND APPROVAL REQUIRED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE A D .A N1 STATE OF WASHINGTON I PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDI AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE. CASEWORK PLAN SCALE: AS SHOWN SHEET NUMBER: 1-1107 C:\Users\e.novak\Desktop\Revit Locals\SB9319 Interurban Ave Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:41:42 AM TYP. 12716 0 BACK OF HOUSE EXIST. ACT ENGINE EXIST. ACT 9'-6" U[.10517\ ,PX501-ES TYP. 0 EXIST. GWB 8' - 11" PX501-ES 2' - 2 3/4" 12716 REFLECTED CEILING PLAN c- 4'- 2 1/4" SALES PX501-ES RR VESTIBULE EXIST. GWB PX501-ES WOMENS RESTROOM EXIST. GWB PX501-ES EXIST. ACT 18'-2" U 10517 ,, PX501-ES 10' - 7" !�---- q SEATING MENS RESTROOM EXIST. GWB 12716 12716 Scale: 1 /4" = 1'-0" SHEET NOTES 1. EXISTING RECESSED CAN LIGHT FIXTURE TO REMAIN 2. EXISTING PENDANT CAN LIGHT FIXTURE TO REMAIN 3. EXISTING TRACK LIGHT FIXTURE AND TRACK TO REMAIN 4. NEW RESTROOM WALL SCONCE CENTERED ON MIRROR BELOW. SEE ELEVATION FOR MOUNTING HEIGHT. 5. EXISTING 2x4 TROFFER LIGHT FIXTURE TO REMAIN 6. RELOCATED EXISTING TRACK LIGHT FIXTURE AND TRACK 7. EXISTING DUCT WORK TO REMAIN. GC TO PAINT PX501. 8. EXISTING MECHANICAL DIFFUSERS TO REMAIN 9. EXISTING SECURITY CAMERAS TO REMAIN 10. EXISTING CEILING EQUIPMENT TO REMAIN 11. EXISTING EXIT SIGN TO REMAIN 12. NEW TRACK LIGHT FIXTURE AS SCHEDULED, ON RELOCATED TRACK 13. NEW TRACK LIGHT FIXTURE AND TRACK. SEE ELEVATION FOR MOUNTING HEIGHT. REFLECTED CEILING PLAN NOTES A. IF REQUIRED BY LOCAL CODE, GENERAL CONTRACTOR TO PROVIDE SEMI -RECESSED SPRINKLER HEADS WITH POLISHED CHROME ESCUTCHEONS CENTERED IN ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE REQUIRED IN GYPSUM SOFFIT OVER FRONTBAR, CONCEAL SUPPLY PIPING WITHIN SOFFIT. GENERAL CONTRACTOR TO SUBMIT SPRINKLER LAYOUT TO STARBUCKS' CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. B. GENERAL CONTRACTOR TO PROVIDE AND LOCATE SPRINKLERS PER LOCAL CODES. CONTACT STARBUCKS CONSTRUCTION MANAGER IF DESIGN INTENT IS AFFECTED. C. WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE ANGLE WALL MOLDING FOR REVEAL. MATCH CEILING GRID COLOR WHEN APPLICABLE. D. LEAVE (10) ADDITIONAL RETAIL CEILING TILES, TO MATCH RETAIL CEILING PAINT COLOR, ABOVE THE WORKROOM CEILING AT MANAGER'S DESK FOR FUTURE USE. E. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR FIXTURES OR SUPPORTS. F. HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) SHOWN FOR DESIGN INTENT ONLY. CONTACT PROJECT MANAGER IF CHANGED. G. DIFFUSERS AND RETURNS AT BACKBAR IN ACOUSTICAL CEILING TILE TO BE CENTERED IN TILE, PAINTED TO MATCH ADJACENT FINISHES, TYPICAL. H. PAINT ALL EXPOSED HVAC DUCTS, HVAC DIFFUSERS, RECESSED SPEAKERS, LIGHT TRIM RINGS, PIPING, CONDUIT AND JUNCTION BOXES THE SAME COLOR AS SPECIFIED ON SURROUNDING CEILING OR SOFFIT UNLESS NOTED OTHERWISE. TYPICAL THROUGHOUT RETAIL AREA OF STORE. J. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. K. SEE LIGHTING DESIGN PLAN FOR LIGHTING SCHEDULE, FIXTURE TYPES AND DIMENSIONED LOCATIONS. L. ADJUST EACH TRACK HEAD AT MENU BOARD LIGHTING SO LIGHT BEAMS ARE POINTING CONSISTENTLY, JUST BELOW THE CENTER OF EACH MENU BOARD PANEL. 2' 4' RECEIVED CITY OF TUKWILA V R 309 2go PERMIT CENTER 8' Scale: 1/4" =1'-0" PA RATE PERMIT AND APPROVAL REQUIRED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE A1 D .AL D ' STATE OF WASI-IINGTON PROJECT NAME: NTERURBAN - TUKW PROJECT ADDRESS: W H STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDP AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE. REFLECTED CEILING PLAN SCALE: AS SHOWN SHEET NUMBER: 1-1108 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave_Tukwiia WA R17_Central_e.novak.rvt 3/30/2018, 8:41:46 AM SEATING T 14386 FLOOR FINISH PLAN Scale: 1/4" = 1'-0" RR VESTIBULE WOMENS I RESTROOM SHEET NOTES 1. TILE INSTALLATION START POINTS WHERE INDICATED BY DATUM SYMBOL. 2. FLOOR SINK/FLOOR DRAIN LOCATION WHERE INDICATED. 3. EXISTING BASE TILE TO REMAIN. PATCH AND REPAIR AS NECESSARY. 4. EXISTING FLOOR FINISH TO REMAIN. GC TO PATCH AND REPAIR AS NECESSARY. 5. FLOOR PENETRATION LOCATION WHERE INDICATED. SEE 1-1104 FOR ADDITIONAL INFORMATION. 6. NEW WALK OFF MAT EXTENTS TO BE 4'-0" AND ALIGN WITH ENTRY DOOR OPENING. FLOOR FINISH PLAN NOTES A. STARBUCKS TO SUPPLY RETAIL FLOOR TILE AND TILE BASE. GENERAL CONTRACTOR TO INSTALL. GENERAL CONTRACTOR TO SUPPLY WORKROOM TILE AND BASE AND INSTALL. GENERAL CONTRACTOR TO SUPPLY AND INSTALL MORTAR, ADHESIVE, AND GROUT. GENERAL CONTRACTOR TO INSPECT ALL TILES AND REJECT DAMAGED OR SUBSTANDARD TILES PRIOR TO INSTALLATION. B. ALL FLOORING AND BASE MATERIAL TO BE INSTALLED ACCORDING TO SPECIFICATIONS. C. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. D. FOR CARPET INSTALLATION, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. FLOOR FINISH LEGEND NEW BASE TILE - DID: 11403 EXISTING WALL BASE TILE TO REMAIN DATUM POINT NEW FLOOR TILE - DID:14386 EXISTING FLOOR TILE TO REMAIN NEW WALK OFF MAT - DID: 12243 PENETRATION SYMBOL LEGEND d FLOOR SINK EXISTING FLOOR SINK FLOOR PENETRATION PLUMBING PENETRATION AREA ELECTRICAL PENETRATION AREA DATUM POINT EXISTING COLUMN TO REMAIN RECEIVED CITY OF TUKWILA 66 PERMIT CENTER 2' 4' Scale: 1/4" = 1'-0" 8' SEPARATE PERMIT AND APPROVAL STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 8555 REGISTERED ARCHITE A D . Al D STATE OF IVASHINGTON PROJECT NAME: PROJECT ADDRESS: W H STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEIP AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE FLOOR FINISH PLAN SCALE: AS SHOWN SHEET NUMBER: 1-1109 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:41:48 AM BACK OF HOUSE WALL FINISH PLAN D MENS RESTROOM RR VESTIBULE 7 ' WOMENS RESTROOM 11815 MEN Scale: 1/4" = 1'-0" n WALL FINISH PLAN NOTES A. WORKROOM TO BE FINISHED PER LOCAL CODE REQUIREMENTS. B. INSTALL CORNER GUARDS AS INDICATED. D. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS UNLESS OTHERWISE INDICATED. E. REFER TO INTERIOR ELEVATIONS FOR GRAPHICS LOCATIONS. REFER TO CASEWORK FINISH SCHEDULE FOR ADDITIONAL INFORMATION GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHEN . ORDERING PAINTS. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS OTHERWISE NOTED; - ALL WOOD AND METAL SURFACES SHALL BE PAINTED SEMIGLOSS, OR EQUAL. - ALL ACCENT AND TRIM PAINT TO BE SEMIGLOSS. - ALL WALL AND CEILING PAINTS TO BE EGGSHELL. SHEET NOTES 1. DASHED LINES INDICATE CASEWORK 2. INSTALL FRP TO 2'-10" AFF ON WALL BEHIND LOWER CABINET CASEWORK, TYP. 3. EXISTING ELECTRICAL PANELS TO REMAIN 4. DASHED LINES INDICATE FOOD CASE 5. LINE OF SOFFIT OVERHEAD WALL TREATMENT LEGEND INDICATES PAINTED WALL COVERING - DID: 17779 DID: PX501 (SW2849 - WESTCHESTER GRAY) INDICATES BACKBAR WALL TILE - DID: 17790 INDICATES WALL PAINT AT BAR SOFFIT - DID: PX501 (SW2849 - WESTCHESTER GRAY) INDICATES RESTROOM WALL TILE - DID: 12305 INDICATES WALL PAINT - DID: PX501 (SW2849 - WESTCHESTER GRAY) INDICATES WALL PAINT - DID: PX502 (SW6229 - TEMPE STAR) INDICATES WALL PAINT - DID: PX501 (SW2849 WESTCHESTER GRAY) INDICATES EXISTING FRP TO REMAIN INDICATES CORNER GUARD INDICATES MATERIAL TRANSISTION 2' 4' RECEIVED CITY OF TUKWILA AR 3 0 2��1CC.�3"� 4a CD.�3 PERMIT CENTER Scale: 1/4" = 1'-0" 88EPARATE PERMIT AND APPROVAL REQUIRED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 AD . A LND STATE OF WASI-IINGTON 1 z CO (LI Ct z Q W 0 Z a. PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDU AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE. WALL FINISH PLAN SCALE: AS SHOWN SHEET NUMBER: C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:41:52 AM PX501-ES PX501-ES PX501-ES PX501-ES PX501-ES r tlt it 't 17779 l 7 I 1 i T 1 1 I T� i F L' 1 T-1. 1 1_ i _C._1..-TTT . '._ C 8 1 1 1 1 PX501-ES PX501-ES 17779 17779 l 17779 INN 'y M PX502-ES P. C 8 1-5001 -8"AFF 3' - 6" AFF PX502-ES 2'-4"AFF 10 1-5001 (1CAFE NORTH .; scale: 3/8" = 1 -0 0 CAFE EAST HWD0077 MAD100 11403 — P577-ES 11403 —B 11403 10' - 0" B/ TRACK Scale: 3/8" = 1'-0" SHEET NOTES 1. BACKBAR FIXTURES AND FINISHES SHOWN HALFTONE THIS VIEW. 2. EXISTING HVAC DUCTS TO REMAIN. PAINT ALL EXPOSED DUCTS PX501-ES. 3. EXISTING FIRE EXTINGUISHER TO REMAIN. VERIFY PLACEMENT PER FIRE INSPECTOR REQUIREMENTS. 4. EXISTING TO REMAIN WALL SPEAKER. 5. EXISTING TO REMAIN EMERGENCY SIGNAGE. 6. EXISTING TO REMAIN SUSPENDED CAN LIGHTS. 7. EXISTING TO REMAIN WALL OUTLET. REPLACE ALL EXISTING OUTLET COVERS TO BE BLACK. INTERIOR ELEVATION NOTES A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR INSTALLATION AND SPACING REQUIREMENTS. B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER CABINETS. WHERE TILE DOES NOT TERMINATE AT BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF COUNTERTOP. C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT PLAN. D. SEE ENLARGED RESTROOM PLAN DETAILS FOR ACCESSORY MOUNTING HEIGHTS. Scale: 3/8" = RECEIVED CITY OF TUKWILA PERMIT CENTER S . PARATE RMITAND Rt3VAL REQUIRED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEER AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE INTERIOR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1-2101 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:41:56 AM 12716 0 12716 12716 ALIGN PX502-ES 12716 11 -5001 17140 EQ PX501-ES EQ (3) 12716 PX501-ES O PX501-ES PX501-ES —B 11403 CAFE SOUTH 11403 HIND0077 MAD100 —B 11403 Scale: 3/8" = 1'-0" 1-5001 12716 C21 CAFE WEST J scale: 3/8 = 1-0 12716 PX501-ES PX501-ES PX501-ES 1-5002 PX501-ES 1-5002 1-5001 P577-ES 1 -- I I ;1 I r r y_L _-1 r l l f i I ; r.. 1..lJ r11II i ` 1C f .1 �_ 1 L r 1 r-r:.:� . -1 - 1 T I -I L rI IT .i.f 1 i t..1_ _ _1 _1 l_ 1 i_ , .1.... _ 1...... I r r_ r _..1 j r --r l 1 .._ 1 f -- r 1 lLd_ 1 t 1R t —f :-I I ,_ 1 _1- 1 i I I ..._ t_--1 I l 1 ._ T �I .71 I1 L 1-A-1 t r-1-I I-1 11 1 -1- ... 1 , I Lrt _, r_l_1, _ 1_I i r_.1. WD0077 MAD100 PX501-ES PX501-ES SHEET NOTES 1. BACKBAR FIXTURES AND FINISHES SHOWN HALFTONE THIS VIEW. 2. EXISTING HVAC DUCTS TO REMAIN. PAINT ALL EXPOSED DUCTS PX501-ES. 3. EXISTING TO REMAIN SUSPENDED CAN LIGHTS. 4. EXISTING TO REMAIN WALL OUTLET. REPLACE ALL EXISTING OUTLET COVERS TO BE BLACK. 5. ADJUST EXISTING TRACK LIGHT TO ALIGN WITH NEW TRACK LIGHT HEIGHT. INTERIOR ELEVATION NOTES A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR INSTALLATION AND SPACING REQUIREMENTS. B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER CABINETS. WHERE TILE DOES NOT TERMINATE AT BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF COUNTERTOP. - C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT PLAN. D. SEE ENLARGED RESTROOM PLAN DETAILS FOR ACCESSORY MOUNTING HEIGHTS. 2' Scale: 3/8" =1'-0" RECEIVED CITY OF TUKWILA MAR 3 0 23.2 PERMIT CENTER SE "ABATE 3,"MiTAND RE�ROVAL REQUIRED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 8555 REGISTERED ARCHITE ' IA D . A LNI STATE OF WASHINGTON PROJECT NAME: PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDD AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE INTERIOR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1-2102 C:\Users\e.novak\Desktop\Revit Locals\SB9319 Interurban Ave Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:42:03 AM O PX501-ES PX501-ES 7 1-5001 OPEN TO CAFE BEYOND 1" MIN N. Q 17790 i I I Al ENGINE SOUTH i i < \ 4- rz I 11403 Scale: 3/8" = 1'-0" ENGINE NORTH Scale: 3/8" =1'-0" PX501-ES 10149 m OPEN TO CAFE BEYOND r 11403 ENGINE NORTH END - SOUTHEAST Scale: 3/8" = 1'-0" U J - 1 1 Q 11469 C N 0 ih 11469 0 O 1-5001 17790 13 1-5001 PX501-ES I L I 1 ' I I I [ 1 1 1 1 I Ilk I I 1 I I I I I•' I I I I I I I I I l I l l l I I I I 1 I''' I 1 1' I I ' ' ' ' 1 1 , ' 1 ' 1 I I I I I I ' I ' 6' - 5 1 /4" AFF I — 1 1 1 , I I 1 NMI it t I l I I I I I 5'-1"AFF I I I I r 11403 ff ENGINE WEST 11403 ✓� I nil O Scale: 3/8" = 1'-0" 0" SHELF SURFACE 7 1-5001 I I 1 0 5' - 0" SHELF SURFACE ! ITAMEW I I 17790 I I I I I I I I I I I I I 1 1 1 I I 1 I I I I I 1' I I' I 1 I' I ' I I I I I ' I' I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I I 1 I I ' 1 I I 1 I I I I, I 1 I 1 I 1 ' 1 1 1 1 I 1 1 I I I,' 1 I I 1 I 1 G 12837 G 18983 G 12837 G 12837 G 12837 G 12837 1 1 I 1' ' I' I t' ' 1 I I 1 1 I I 1 I 17779 I I I I I 6 15001 r� 1 A —4— • a NM 1 1 1 I 1 I, i 1 I I t r I I I I I N / N N El, MIII PX501-ES 11469 11 1-5001 9 1-5001 ENGINE NORTH END - NORTHWEST Scale: 3/8" = 1'-0" F„ TitF 1-41R.14,:)1 t� OPEN TO CAFE BEYOND i 11469 ENGINE EAST • • • C 11 } 11403 Scale: 3/8" = 1'-0" 11403 6' - 0" B/ SHELF INTERIOR ELEVATION NOTES A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR INSTALLATION AND SPACING REQUIREMENTS. B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER CABINETS. WHERE TILE DOES NOT TERMINATE AT BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF COUNTERTOP. C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT PLAN. D. SEE ENLARGED RESTROOM PLAN DETAILS FOR ACCESSORY MOUNTING HEIGHTS. SHEET NOTES 1. EXISTING HVAC DUCTS TO REMAIN. PAINT ALL EXPOSED DUCTS PX501-ES. 2. EXISTING DRIVE THRU WINDOW TO REMAIN. 3. EXISTING TO REMAIN WALL OUTLET. 4. ANGLED WALL FINISHES AND FIXTURES SHOWN HALFTONE THIS ELEVATION. SEE OTHER VIEWS FOR FULL WALL ELEVATION. 5. EXISTING COLUMN TO REMAIN. ENGINE NORTH END - NORTHEAST Scale: 3/8" = 1'-0" RECEIVED CITY OF TUKWILA AR 30 2013 PERMIT CENTER 2' Scale: 3/8" =1'-0" ARATE AP,�MITgND RDvAL REQUIRED z C) 0 0 U, C) LL w U) I U) I w 0 0 I I U) 0 C) STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 PROJECT NAME: PROJECT ADDRESS: W H STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: LEEDD AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET WENDY WU Revision Schedule Rev Date By Description SHEET TITLE INTERIOR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1-2103 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:42:08 AM RR VESTIBULE NORTH Scale: 3/8" = 1'-0" BACK OF HOUSE NE END - NORTH Scale: 3/ir =1'-011 c_ EQ EQ 12693 PX501-ES a 11403 RR VESTIBULE EAST Scale: 3/8" = 1'-0" 0 N-/ / / / / BACK OF HOUSE NORTHWEST Scale: 3/8" = 1'-0" 0 En c_ RR VESTIBULE SOUTH Scale: 3/8" = 11-0" • 01 • • • aOizzrzza • -•► I -s-I, -- BACK OF HOUSE NE END - EAST Scale: 3/8" = 1'-0" � o }rr • I' BACK OF HOUSE SW END - SOUTH scale: 3/8" = 1'-0" • BACK OF HOUSE SOUTHEAST Scale: 3/8" = Al-0" 0 0 0 ■�El.n■ 'F t"T, Y..r, Ms11111111■ 0 \ / \ / \ / \ / OPEN TO CAFE BEYOND RR VESTIBULE WEST Scale: 3/8" = 1'-0" 1 •C7 rtI T J "ll'� -t'•�- 1J mr 11 ) I. till -I I lit I I Ju1 I tt 1 1 • rt" 1 L 1 I • IIl1 11 I 3 1 �-r->— :ll .1I fill I11 ' l\ Llll-- ----- - --``l - nLl lu VJ ul .1, 011 III j IW Jil , IN UI • U ➢I •-,III-1 �I ll� BACK OF HOUSE SW END - WEST Scale: 3/8" = 1'-0" Lu U • - •i� Ism • :P- •:Cp , •-3 •, - • , . , • - ' ;. .• 'Ill I I . I I I I I BACK OF HOUSE NE END - SOUTHWEST scale: 3/8" = 1'-0" SHEET NOTES 1. EXISTING EMERGENCY SIGNAGE TO REMAIN. 2. EXISTING EMERGENCY LIGHTING TO REMAIN. 3. EXISTING WALL FINISHES TO REMAIN. PATCH AND REPAIR AS NEEDED PER OTHER WORK IN THIS SPACE. 4. LOCATION OF ELECTRICAL PANELS. INTERIOR ELEVATION NOTES A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR INSTALLATION AND SPACING REQUIREMENTS. B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER CABINETS. WHERE TILE DOES NOT TERMINATE AT BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF COUNTERTOP. C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT PLAN. D. SEE ENLARGED RESTROOM PLAN DETAILS FOR ACCESSORY MOUNTING HEIGHTS. Scale: 3/811= 11-01 RECEIVED CITY OF TUKWILA W\R 3020 PERMIT CENTER RATE MIT AND APPROVAL REQUIRED z 0 I 0 1 z 0 0 0 U. W �i W 0 0 ca V ce 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE D . Al ND STATE OF `YASI-IINGTON PROJECT NAME: PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDO AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE INTERIOR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1-2104 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:42:11 AM 10769 it I I I I I I I I I I I I I I I I 3' - 3" MENS RESTROOM 0.411/ RR VESTIBULE 1 _a WOMENS RESTROOM 3'-1" 10769 ENLARGED RESTROOM PLAN Scale: 1/2" = 1'-0" 11403 12305 CC C B ALIGN J I d • 11403 WOM ENS RR NORTH scale: 1/2" = 1'-0" PX501-ES 0 12305 () U da) C ALIGN I MENS RR NORTH Scale: 1/2" = 1'-0" 12305 FIRE nil! ALIGN ®B Q=3 PX501-ES 11403 MENS RR SOUTH Scale: 1/2" = 1'-0" Q 12305 0 Ia ALIGN �WOMENS RR EAST I Scale: 1/2" = 1'-0" 11403 C • B 11403 Q 12305 C O C C I "'- ALIGN MENS RR EAST Scale: 1/2" = 1'-0" 12305® • f2 (1) M M I ALIGN 0 MENS RR WEST Scale: 1/2" = 1'-0" ci3 11403 12305 2 16590 Zo 8 6 I ALIGN WOMENS RR SOUTH Scale: 1/2" = 1'-0" O C SHEET NOTES 1. NEW 18" VERTICAL GRAB BAR 2. NEW WALL TILE 3. NEW TILE BASE 4. EXISTING ACCESSORIES, FIXTURES AND GRAB BARS TO REMAIN. 5. START POINT 6. NEW WALL SCONCE TO BE MOUNTED AT EXISTING J-BOX LOCATION. VERIFY LOCATION ON SITE. 12305 2 © lI B 11403 ENLARGED RESTROOM PLAN NOTES A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. B. DIMENSIONS ARE TO FACE OF FINISHED SURFACE. DIAPER CHANGING STATION NOTES 1. CHANGING STATION IS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. UNIT IS TO BE FASTENED TO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS. STANDARD INSTALLATION IS ATTACHMENT TO WOOD STUDS AND/OR WOOD BLOCKING. FOR NON-STANDARD FRAMING CONDITIONS OTHER THAN CONCRETE, USE TOGGLER SNAPTOGGLE HEAVY DUTY TOGGLE BOLTS TO SECURELY ATTACH CHASSIS TO WALL. FOR CONCRETE WALLS, USE FISCHER S-PLUG FIXINGS TO ANCHOR FASTENERS. SUBSTITUTION OF FASTENERS OTHER THAN THE MANUFACTURER AND PRODUCT SPECIFIED IS NOT ALLOWED WITHOUT PRIOR APPROVAL. LOAD TEST AFTER INSTALLATION WITH 100 LB. WEIGHT FOR 15 MINUTES. 2. LOCATE STATION AS SHOWN TO ALLOW NECESSARY CLEARANCE FOR OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE ACCESS, EGRESS, OR DOOR SWING. VERIFY ANY ALTERNATE LOCATION OR INSTALLATION APPROACH WITH STARBUCKS PROJECT LEAD. 16590 O6 l\ / I—� ALIGN WOMENS RR WEST Scale: 1/2" = 1'-0" c0 > RECEIVED CITY OF TUKWILA MAR 33 0 23/3 PERMIT CENTER 2' 4' Scale: 3/8" = T-0" SEPARATE ERMITAND APPROVAL REQUIRED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO. NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE r jD . AILN STATE OF WASHINGTON z z Z W PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDO AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE ENLARGED RESTROOM PLAN AND ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1-4102 3/30/2018 8:42:13 AM CONTINUOUS 20 GA. 4" WIDE METAL BACK-UP PLATE 1 REFER TO TYP. MOUNTING HEIGHTS TYPE A BLOCKING DETAIL Scale: 1/2" = 1'-0" REFER TO TYP. MOUNTING HEIGHTS TYPE B ./11I111111111r1iiilijiji�.i�,i�e!i�(�tf NEW TILE 3/8" (10MM) METAL EDGE OR SIMILAR FOR DESIGN INTENT. SLIDE METAL LEG UNDER MAT. CLIP LEG EDGE AS NEEDED TO FIT A CURVE. EXISTING STOREFRONT DOOR AND THRESHOLD NEW WALK OFF MAT TRANSITION - TILE TO WALK OFF MAT Scale: 3" = 1'-0" co 0 1'-0" FACE OF WALL METAL WALL STUDS 18 GA. METAL RUNNER TRACK - CLIP FLANGES ./7-." TO FIT OVER STUDS WOOD SUROUND, FINISH AS SCHEDULED //////////////zj,(!1 //?7///////// ///A11'//, 0 0 2 1/2" /k VARIES SEE INTERIOR ELEVATIONS METAL BRACKETS ANCHORED TO STUD. METAL STUD ANCHORS. FLOATING MERCH SHELF DETAIL -SECTION TYPE C VINYL WALLCOVERING APPLIED DIRECTLY TO WALL PER MANUFACTURER'S INSTRUCTIONS SEALANT NEW BASE TO OVERLAP VINYL WALLCOVERING MINIMUM 18 GA METAL STUDS FACING OPPOSITE DIRECTIONS TO ALLOW MOUNTING PLATE ATTACHMENT 14 GA. STL RUNNER TRACK -CLIP FLANGES AND FOLD WEB TO FORM ATTACHMENT FLANGE VINYL APPLICATION - NEW TILE BASE Scale: 6" = 1'-0" Scale: 3" = 1'-0" co 1'-2" FACE OF WALL METAL SUROUND, FINISH AS SCHEDULED 0 2 1/2" //2.,&.////1//i//7///// ///////, CV VARIES • SEE INTERIOR ELEVATIONS METAL BRACKETS ANCHORED TO STUD. METAL STUD ANCHORS. FLOATING DT POS SHELF DETAIL -SECTION Scale: 3" = 1'-0" /\/ CASEWORK BULLNOSE SANITARY COVED TILE BASE 1/4" (7MM) SHIM IF NEEDED TILE FLOOR TOP SET TILE BASE AT CABINET Scale: 3" = 1'-0" WALL AS SCHEDULED MT0011 CORNER UARD. ATTACH AS REQUIRED; HARDWARE FINISH TO MATCH CORNER GUARD 14 VERTICAL CORNER GUARD Scale: 1 ,� 1 /2" = 1'-0" METAL STUDS (PER WALL TYPS) @ 16' O.C. TO MINIMUM OF 6" ABOVE SUSPENDED CEILING OR TO UNDERSIDE OF EXISTING SOFFIT OR CEILING. METAL STUDS TO MEET ICC ESR-3027 OR EQUAL. FASTEN STUD RUNNER TO FLOOR WITH HILT! NK FASTENERS, 1 -1/8" MINIMUM PENETRATION AT 32" O.C., MAXIMUM. ICC ESR-3027 EXISTING CONCRETE SLAB NEW PARTION WALL 20ga. 3-5/8" MT; STUD BRACING @ 48" O.C. ATTACH TO PARTITION FRAMING WITH 3/8" PAN HEAD TYPE "S" SCREWS. 45 DEGREE LATERAL BRACING TO STRUCTURE, ALTERNATE SIDES. DO NOT ATTACH TO ROOF DECK. CEILING AS SCHEDULED. 5/8" GYPSUM BOARD TYPE "X", BOTH SIDES, UON, TO MINIMUM OF 6" ABOVE CEILING. TYPE 'S' DRYWALL SCREWS @ 8" O.C. TO VERTICAL EDGES & 12" O.C. TO INTERMEDIATE STUDS. STAGGER JOINTS 24" O.C., EACH SIDE. NEW PARTITION WALL TO 6" ABOVE CEILING 20ga. 3-5/8" MT; STUD BRACING @ 48" O.C. ATTACH TO PARTITION FRAMING WITH 3/8" PAN HEAD TYPE "S" SCREWS. 45 DEGREE LATERAL BRACING TO STRUCTURE, ALTERNATE SIDES. DO NOT ATTACH TO ROOF DECK. CEILING AS SCHEDULED. 5/8" GYPSUM BOARD TYPE "X", BOTH SIDES, UON, TO MINIMUM OF 6" ABOVE CEILING. TYPES' DRYWALL SCREWS @ 8" O.C. TO VERTICAL EDGES & 12" O.C. TO INTERMEDIATE STUDS. STAGGER JOINTS 24" O.C., EACH SIDE. NEW PARTITION WALL TO DECK Scale: 1" = 1'-0" WALL TILE 3/8" (12MM) "L" SHAPED METAL TRIM SEALANT TILE BACKER BOARD AT TILE AND BACKSPLASH STAINLESS STEEL BACKSPLASH (WHERE OCCURS) WALL TILE ABOVE SST BACKSPLASH Scale: 3" = 1'-0" FIBERGLASS REINFORCED PLASTIC FINISH PANEL DIE WALL BULLNOSE SANITARY COVED TILE BASE TILE FLOOR TOP SET TILE BASE AT DIE WALL Scale: 3" = 1'-0" WALL TILE EDGE Scale: 6" = 1'-0" WALL TILE AS SCHEDULED CEMENTITIOUS TILE BACKERBOARD, TYP. MT0011 - HOT ROLLED STEEL ANGLE, TYP. WALL FRAMING TILE BACKER BOARD AT TILE AND BACKSPLASH WALL TILE SEALANT SOLID SURFACE BACKSPLASH OPEN AREA BEHIND SOLID SURFACE / EQ EQ / 1/2 OFFSET (BRICK) BACKBAR WALL TILE PATTERN - WALL TILE ABOVE SS BACKSPLASH g 1/2 OFFSET Scale: 3" = 1'-0" WALL AS SCHEDULED FINISH PER ELEVATIONS BULLNOSE SANITARY COVED TILE BASE FLOOR AS SCHEDULED TOP SET TILE BASE AT WALL Scale: 3" = 1'-0" Scale: 1 1/2"=.1'-0" WALL AS SCHEDULED TILE BACKER BOARD AT TILE AND BACKSPLASH WALL TILE, AS SCHEDULED BULLNOSE SANITARY COVED TILE BASE FLOOR AS SCHEDULED TOP SET TILE BASE AT TILE WALL Scale: 3" = 1'-0" RECEIVED CITY!! OFTUKWILA O�ui'aih 3 9 29 8 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018-01-26 8555 REGISTERED ARCHITE D A LNI STATE OF WASHINGTON J 1— PROJECT ADDRESS: C w rh0o ceS STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDO AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE DESIGN DETAILS SCALE: AS SHOWN SHEET NUMBER: 1-5001 (:•\I IsPrs\P nnvak\nesktnn\Revit Locals\SB9319 Interurban Ave Tukwila WA R17 Central e.novak.rvt q/Rfl/7f11 R R•d7.1 R AM 0 NOTE: ALL COMPONENTS FURNISHED BY OTHERS AND INSTALLED BY G.C. UNLESS NOTED OTHERWISE. SHROUD/SPLASH FINISH TO MATCH COUNTERTOP, TYP. 34" MAX. A.F.F. 1 1/2" ESP SHROUD - CORIAN e p • COVE DETAIL ON THIS SIDE ONLY CORIAN COUNTERTOP Scale: 6" = 1'-0" 34" MAX. AFF 4" • ALUM. Z-CLIPS, TYP, FINISH PANEL a2 VARIES COUNTERTOP ..H COUNTERTOP SUBSTRATE METAL ANGLE, TYP. DIEWALL NOTE: ALL COMPONENTS FURNISHED BY OTHERS AND INSTALLED BY G.C. UNLESS NOTED OTHERWISE. FINISH PANEL - COUNTERTOP OVERHANG O Scale: 6" = 1'-0" NOTES: 1. LOCATE PUMP WITHIN CORD LENGTH LIMIT. ORIENT WITH PUMP HEAD LEFT, RIGHT AND AT BOTTOM. LOOSEN PUMP HEAD CLAMP, ROTATE AND RE -TIGHTEN AS REQUIRED PER ORIENTATION TO PROVIDE FRONT ACCESS TO FLOW. ADJUSTMENT WITHIN CORD LENGTH LIMIT. 2. USE LOCKTITE ON ISOLATOR THREADS, DO NOT OVER TIGHTEN. 3. LOOSEN PUMP HEAD CLAMP, ROTATE AND RE -TIGHTEN AS REQUIRED FOR PUMP ORIENTATION. 4. BACKER BOARD ASSEMBLY INCLUDES: (1) BACKER BOARD (4) TENETS, 1/4-20 VENDOR MOUNTED (8) WOOD SCREWS #8 1-1/4" (32MM) (4) NEOPRENE ISLOATORS, KARMAN RUBBER, K84-60 NEOPRENE (4) LOCK NUTS, 1/4-20 NYLON (4) WASHERS, 1/4" (7MM) FLAT 2 z BAR DIE WALL SEE NOTES FOR ASSEMBLY ITEMS PUMP ATTACHED TO BACKER BOARD WITH ASSEMBLY COMPONENTS 10"X10" (250MMX250MM) BACKER BOARD. ATTACH TO DIE WALL WITH SILICONE ADHESIVE AND WOOD SCREWS, SILICONE PERIMETER. FINISHED FLOOR ESPRESSO PUMP ATTACHMENT Scale: 1 1/2" = 1'-0" 7'-2" L_ J TABLE - CUSTOM LENGTH COMMUNITY TABLE TOP Scale: 1 " = 1'-0" / FINISH BASE MATERIAL FINISH TILE BASE ALUMINUM DOWEL SECURED INTO SUB FLOOR & DIEWALL FINISHED FLOOR FINISH PANEL - 6" BASE Scale: 6" = 1'-0" OPTIONAL PANELIZATION, 1/4" TYP. - ACTUAL SIZE/MATERIAL SPEC. DETERMINED BY CASEWORK SUPPLIER CABINET INTERIOR SIDE (-9/16" 1r CUSTOMER FACING SIDE HARDWOOD WEAR LAYER PLYWOOD MICROBEVEL PROFILE AT JOINT, TYP. jr 13/16" OENLARGED SECTION PROFILE NOT TO SCALE PLASTIC SHIM REQUIRED - 1/4" MIN. RANDOM 2'-0" TO 8'-0" LENGTH PLANKS RANDOM PLANK LAYOUT WITH NO VISIBLE CONTINUOUS VERTICAL SEAMS UNLESS OTHERWISE DETAILED 1(• ELEVATION DIRECTION OF GRAIN, TYP. ALL PLANKS -s► TONGUE -IN -GROOVE PLANKS; GC TO USE PIN NAILS TO ATTACH TO SUBSTRATE MIN. 12" END PIECES jeti- METAL CORNER TRIM PER DETAILS FINISH APPLICATION - LOOSE PLANK FIXED WIDTH METAL BOTTOM TRIM PER DETAILS Scale: 3/4" = 1'-0" MENU BOAR - SEE ELEVATIONS WALL FINISH PER ELEVATION SOLID WOOD CV MENU SHELF Scale: 3" = GREENBOARD (TYP.) WALL FINISH AS SCHEDULED — STEEL PLATE BY STARBUCKS VENDOR AT BACK OF SHELF METAL SHELF UNIT BY STARBUCKS VENDOR SHELF SURFACE AT 60" (1525 MM) A.F.F. i 2X10 BLOCKING CENTERED ON SHELF SURFACE MOUNTING HEIGHT. SECURE TO EACH NAILER USING (3) # 10 3" WOOD SCREWS @ 4" (100 MM) O.C. 2X2 NAILERS, 14" (355 MM) LONG SECURED TO WALL STUDS USING (4) #10 3" WOOD SCREWS AT 4" (100 MM) O.C. PER NAILER METAL TEA SHELF WOOD WALL ATTACHMENT Scale: 6" = 1'-0" 1/4" TYP,\ e Pr i • MITER DETAIL AT VERTICAL CORNER TRIM Scale: 12" = 1'-0" (11 TOTAL) #10 2 1/2" WOOD SCREWS MOUNTED TO BLOCKING THRU PRE -DRILLED HOLES IN PLATE WALL STUD GAP FOR Z-CLIP ATTACHMENT - TYP. OR BLOCKING FOR DIRECT MOUNT TO DIEWALL FINISH PANEL DIEWALL - TYP., OR CABINET CEIVED FASTEN MTL. TRI�I�IH(U K�V I L APANEL FROM SID I H COUNTER SUNK FAST CIE r y PERMIT CENTER STL. FLAT BAR VERTICAL TRIM AT PLANK END TO FORM MITERED CORNER DETAIL SEPARATE PERMIT AND APPROVAL REQUIRED z 0 0 ce U) 0 0 ce 0 U w U) CO 1 I w 0 0 0 I- 0 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 8555 REGISTERED ARCHITE A D . A LND STATE OF WASHINGTON z co 111 Et c/ w W F- 0 aZ PROJECT ADDRESS: w zco ct LLI Z J 0o S� O � STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: WENDY WU LEEDd AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL 9319 21387-034 03/30/18 100% SET Revision Schedule Rev Date By Description SHEET TITLE. CASEWORK DETAILS SCALE: AS SHOWN SHEET NUMBER: 1-5002 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WA R17_Central_e.novak.rvt 3/30/2018 8:42:16 AM 0 17573 IC117574 ENLARGED BACK BAR CASEWORK 18122 17575 17809 17574 17740 17745 17747 17574 17747 C X7011 CP0005 17741 1 3 I_ L I I I 1 1 _ — __L_ 0 _L _1 L II JI JI ft ) I L J /I / \ II /1 /1 /1 L_ ' ' JL_ � L ' L_ L 7 18'-101/2" Scale: 1/2" = 1'-0" �'-21/4A FRONT BAR PLAN C X7012 CP0006 4'-1" X7007 CP0006 CO CO N (o) 10'-103/4" 16'-23/4" X7013 X7005 CP0006 C 18855 CP0006 2'-83/4" C X7006 CP0006 1-5002 3" 1'- 11" \5002 8 1 /4" 2' - 7 3/4" Scale: 1/2" = 1'-0" 18145 3 1/4" X7003 11155 17754 V v—y X7004 NOTE: DIMENSION TO EXTERIOR FACE OF DIEWALL 14523 17819 FRONT BAR DIEWALL PLAN Scale: 1/2" = 1'-0" N O N 18145 11155 17754 18145 17745 (2) 17747 i - I/ • C X7008 C X7002 3' - 11 1/4" 5'-61/2" WD0077 X7014 WD0077 WD0077 I• 6'-2" PX502-ES 4 1 /2" 4' - 10" AFF 3 - 8" AFF I• 2'-6"AFF 11403 MERCHANDISE SHELVES Scale: 3/4" = 1-0 2'-2" 1'-71/4" 1-5002 CP0006 CP0006 *V* 41° 1111%41144444QII.I.I mmfimmilmir muS6111111% SIM. SOLID WOOD (V / WD0077 1'-0" Interior 1st Floor Atik 0" MERCH SHELF SECTION Scale: 3/4" = CP0006 FRONT BAR ORTHO CP0006 WD0077 IMAD100-1 CP0006 Scale: RECEIVED CITY OF TUKWILA NM 3 0 L ),s3 PERMIT CENTER SEPARATE PERMIT AND APPROVAL tE. ' U:ED. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 8555 REGISTERED ARCHITE Aj D . A LN STATE OF WASI-IINGTON —J I PROJECT ADDRESS: Z Ce CC) co Ct zJ D STORE #: PROJECT #: 9319 21387-034 CASEWORK CONCEPT: ISSUE DATE: 03/30/18 100% SET DESIGN MANAGER: WENDY WU LEEDO AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL Revision Schedule Rev Date By Description SHEET TITLE CUSTOM CASEWORK DETAILS SCALE: AS SHOWN SHEET NUMBER: 1-5003 C:\Users\e.novak\Desktop\Revit Locals\SB9319_Interurban Ave Tukwila WAR17_Central_e.novak.rvt 3/30/2018 8:42:20 AM DATA DEVICE SCHEDULE - "A" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS POINT OF SALE 10075 1 CUP LABELER SB GC WALL BASE SCHEDULE - "B" DESIGN ID LENGTH DESCRIPTION FURN. BY INST. BY COMMENTS TILE BASE 11403 272' - 7 1/4" TILE BASE - NERO - 6X12IN 150X300MM SB GC GROUT: MAPEI - 10 BLACK, OR EQUAL CASEWORK SCHEDULE - "C" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS X7010 1 CABINET - DT POS UPPER SHELF - CUSTOM SB GC CABINET 17573 1 CABINET - COUNTER SUPPORT PANEL - 3IN 75MM SB GC 17574 3 CABINET - SINK OR ICE - 151N 380MM SB GC 17575 1 CABINET - SINK OR ICE - 20IN 510MM SB GC 17580 2 CABINET - CBE TEA SHELF - 29IN 735MM - FLAT BLACK MT0028 SB GC 17581 1 CABINET - CBE DRY INCLUSION SHELF - 23IN 585MM - FLAT BLACK MT0028 SB GC 17740 1 CABINET - 30IN 760MM SB GC 17741 1 CABINET - 15IN 380MM SB GC 17743 3 CABINET - POS - 30IN 760MM SB GC 17744 1 CABINET - POS BRIDGE - 22IN 560MM SB GC 17745 2 CABINET - DRAWER - 15IN 380MM SB GC 17747 4 CABINET - TRASH - 15IN 380MM SB GC 17754 2 CABINET - ESPRESSO CUBBY - 18IN 455MM SB GC 18122 1 CABINET - SINK OR ICE - 16IN 405MM SB GC CAFE 12236 1 CONDIMENT CART SINGLE TOP SOLID SURFACE SB GC 13374 1 CONDIMENT CART SINGLE BASE FRAME SB GC NOT PROVIDED BY CASEWORK VENDOR 13377 1 CONDIMENT CART SINGLE FINISH PANELS SB GC 13399 1 CONDIMENT CART SINGLE METAL TOP ASSEMBLY SB GC NOT PROVIDED BY CASEWORK VENDOR COUNTERTOP 17809 1 COUNTERTOP - HAND SINK WITH LOW SPLASH STAINLESS - 15IN 380MM SB GC 17828 1 COUNTERTOP - BACKSPLASH - VARIABLE LENGTH SB GC 17830 1 COUNTERTOP - POS - 82IN 2085MM SB GC X7005 1 COUNTERTOP - ESPRESSO BAR - CUSTOM LENGTH & SHAPE SB GC X7007 1 COUNTERTOP - M.O.P + NITRO BAR - CUSTOM LENGTH AND SHAPE SB GC X7009 1 COUNTERTOP - BACKBAR COUNTERTOP - CUSTOM LENGTH AND SHAPE SB GC X7011 1 COUNTERTOP - BACKBAR COUNTERTOP - WARMING +BREWING STATION - CUSTOM LENGTH SB GC DIEWALL 17819 1 DIEWALL - NITRO - 44IN 1120MM SB GC 17831 1 DIEWALL - POS - 82IN 2085MM SB GC X7001 1 DIEWALL -ESPRESSO CUSTOM SB GC X7002 1 DIEWALL -CUSTOM CORNER SB GC X7003 1 DIEWALL -CUSTOM LENGTH SB GC OTHER 11155 3 ESPRESSO MACHINE PUMP MOUNT-10X10IN 255X255MM SB GC 18145 3 COUNTERTOP SUPPORT LEG SB GC 18855 1 SHROUD - 30IN 760MM SB GC X7006 1 SHROUD - ESPRESSO BAR SB GC X7012 1 SHROUD - DT BARISTA SHROUD - CUSTOM SB GC X7013 1 M.O.P - TRAY SB GC X7014 3 MERCH UNIT SHELVING - CUSTOM SB GC CUSTOM DIMENSIONS. SEE CASEWORK PLAN AND DETAILS. X7015 1 CABINET - BACKBAR MENU BOARD SHELF - CUSTOM SB GC PANEL 17832 1 PANEL - POS - 82IN 2085MM SB GC X7004 1 PANEL - CUSTOM LENGTH SB GC X7008 1 PANEL - ESPRESSO BAR - CUSTOM LENGTH AND SHAPE SB GC GRAPHICS AND ARTWORK SCHEDULE - "G" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS GRAPHICS - ARTWORK 16781 1 ART - BEN BLATT - FLOWERING SB GC FORMAT: FRAMED PRINT; DIMENSIONS: 2'-0" OW x 3'-9" OH; FRAME: LARSON-JUHL 220940 BLACK 16788 1 ART - BEN BLATT - GREEN CHERRIES SB GC FORMAT: FRAMED PRINT; DIMENSIONS: 2'-0" OW x 3'-9" OH; FRAME: LARSON-JUHL 220940 BLACK 16789 1 ART - BEN BLATT - RIPENING CHERRIES SB GC FORMAT: FRAMED PRINT; DIMENSIONS: 2'-0" OW x 3'-9" OH; FRAME: LARSON-JUHL 220940 BLACK 17140 1 ART - SEONNA HONG - POUR YOUR HEART INTO IT SB GC FORMAT: WRAPPED CANVAS; DIMENSIONS: 3'-6" OW x 3'-6" OH GRAPHICS - INTERIOR MENU 12837 5 MENU BOARD - 1 FRONT PANEL INSERT STYLE SB GC 18983 1 MENU BOARD - DAILY OFFERING CHALKBOARD WITH SQUARE FRAME SB GC. GRAPHICS - OTHER 12693 1 COMMUNITY BOARD MAGNETIC MED WARM BROWN WD0004 - 46X36IN 1170X915MM SB GC CASEWORK FINISH SCHEDULE ENGINE ZONE MATERIAL DESCRIPTION FINISH CODE COMMENTS COMPOSITE - BLACK WITH FLECKS COUNTERTOPS - BACKBAR COMPOSITE - BLACK WITH FLECKS CP0005 COUNTERTOPS - BACKBAR - WAMRMING + BREWING STATION COMPOSITE - BLACK WITH FLECKS CP0005 COMPOSITE - CORIAN WHITE JASMINE COUNTERTOPS - BACKBAR COMPOSITE - CORIAN WHITE JASMINE CP0006 COUNTERTOPS - CONDIMENT CART COMPOSITE - CORIAN WHITE JASMINE CP0006 COUNTERTOPS - DT BARISTA SHROUD COMPOSITE - CORIAN WHITE JASMINE CP0006 COUNTERTOPS - ESPRESSO BAR COMPOSITE - CORIAN WHITE JASMINE CP0006 COUNTERTOPS - ESPRESSO BAR SHROUD COMPOSITE - CORIAN WHITE JASMINE CP0006 COUNTERTOPS - FRONTBAR COMPOSITE - CORIAN WHITE JASMINE CP0006 COUNTERTOPS - M.O.P. + NITRO BAR COMPOSITE - CORIAN WHITE JASMINE CP0006 COUNTERTOPS - SHROUD COMPOSITE - CORIAN WHITE JASMINE CP0006 METAL - FLAT BLACK POWDERCOAT CABINETS - DOOR PULL METAL - FLAT BLACK POWDERCOAT MT0028 CABINETS - DT POS UPPER SHELF METAL - FLAT BLACK POWDERCOAT MT0028 COUNTERTOPS - M.O.P TRAY INSERT METAL - FLAT BLACK POWDERCOAT MT0028 METAL - STAINLESS STEEL - BRUSHED CABINETS - CABINET LEG METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED 16GA CABINETS - UNDERCOUNTER METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED 16GA COUNTERTOPS - HAND SINK METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED 16GA PLAM - MOTTLED BLACK CABINETS - UNDERCOUNTER PLAM - MOTTLED BLACK PL0019 WOOD - WALNUT CABINETS - MENU BOARD SHELF WOOD - WALNUT WD0077 COUNTERTOPS - M.O.P TRAY WOOD - WALNUT WD0077 MERCHANDISE - SHELF DISPLAY WOOD - WALNUT WD0077 WOOD - WALNUT - HORIZONTAL MICRO -BEVEL PLANK FINISH PANELS - CONDIMENT CART WOOD - WALNUT - HORIZONTAL MICRO -BEVEL PLANK WD0077 MAD100 FINISH PANELS - ESPRESSO BAR WOOD - WALNUT - HORIZONTAL MICRO -BEVEL PLANK WD0077 MAD100 FINISH PANELS - FRONTBAR WOOD - WALNUT - HORIZONTAL MICRO -BEVEL PLANK WD0077 MAD100 FINISH PANELS - M.O.P +NITRO BAR PANEL WOOD - WALNUT - HORIZONTAL MICRO -BEVEL PLANK WD0077 MAD100 SPECIALTY EQUIPMENT SCHEDULE - "E" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS COOLING 10084 1 FREEZER REACH IN 1 DOOR RH - 29IN 735MM SB GC 10110 1 FRIDGE REACH IN 1 DOOR RH - 29IN 735MM SB GC 10267 6 FRIDGE UNDERCOUNTER 1 DOOR - 27IN 685MM SB GC 17588 1 KEG DISPENSING SYSTEM - 27IN 685MM - WITH NONPLUMBED DRIP TRAY SB GC KIT INCLUDES UNDERCOUNTER FRIDGE, TAPS, TRAY, AND TUBING FOOD CASE 16238 1 FOOD CASE - ZEPHYR - 66IN 1675MM SB GC 18702 1 FOOD CASE - FREESTANDING SELF SERVE CHILLED TALL SB GC ICE 10344 1 ICE - BIN DROP IN 90LB 40KG SB GC 10527 3 ICE - BIN DROP IN 45LB 20KG SB GC OTHER 10091 2 CUP DISPENSER TALL HOT VERTICAL SB GC 10182 1 DT ESPRESSO TOPPING RAIL SB GC 10396 2 CUP DISPENSER SHORT HOT VERTICAL SB GC 10769 2 RESTROOM GRAB BAR VERTICAL -18IN 455MM SB GC 10791 4 CUP DISPENSER GRANDE VENTI COLD VERTICAL SB GC 10855 4 CUP DISPENSER GRANDE VENTI HOT VERTICAL SB GC 10858 2 CUP DISPENSER TALL COLD VERTICAL SB GC 11115 1 SOAP DISPENSER SINK MOUNTED SB GC 11815 3 CORNER GUARD - 1.25IN 30MM - HOT ROLLED STEEL MT0011 SB GC 13330 2 MOBILE CUP DISPENSER CADDY SB GC 13584 2 CUP DISPENSER TRENTA COLD VERTICAL SB GC 14523 1 TANK MOUNTING BRACKET SINGLE SB GC 14524 1 TANK MOUNTING BRACKET DOUBLE SB GC STORAGE 10149 2 DT LID SHELF WALL MOUNTED SB GC 14449 1 WORKROOM SHELVING WITH TANK BRACKET - 30IN 760MM SB GC 17255 1 PASTRY TRAY CART - 60IN 1525MM PASTRY TRAY CART - 60IN 1525MM SB GC 17264 1 ROLLING PASTRY TRAY THAW RACK - 20X26IN 510X660MM SB GC PAINT SCHEDULE COLOR CODE DESCRIPTION LRV FURN. BY INST. BY COMMENTS ACT - EXISTING - 2X2FT 61X61CM - PAINT PX501 19 GC GC EXISTING - FOR REFERENCE ONLY P577-ES SW - GAUNTLET GRAY; NCS/AKZO NOBEL - MANSARD STONE 17 GC GC SW7019, USE PRIMER CP-1; NCS - S 5000-N; AKZO NOBEL - 30YY 20/029 PX501-ES SW 2849 -WESTCHESTER GRAY 19 GC GC SW USE PRIMER TBD; NCS - TBD; AKZO NOBEL -TBD PX502-ES SW 6229 - TEMPE STAR 11 GC GC SW USE PRIMER TBD; NCS - TBD; AKZO NOBEL - TBD FURNITURE SCHEDULE - "F" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS CAFE 14899 1 CAFE - SIT HERE TABLE TOP - VARIABLE LENGTH SB GC 18692 1 CAFE - SIT HERE TABLE PRIVACY PANEL - VARIABLE LENGTH SB GC RECEPTACLE REQUIRED FOR INTEGRATED POWER STRIP CHAIR 17595 2 CHAIR - LOUNGE ARMLESS FRAMED CUSHION - WALNUT AND CHARCOAL GREY NATURAL WD0077 F0188 SB GC 17852 20 CHAIR - CAFE ANGLED BACK WITH WOVEN SEAT - BLACK AND BROWN ROPE MT0028 F0194 SB GC 18064 14 CHAIR - CAFE S - WALNUT AND HOT ROLLED STEEL WD0077 MT0011 SB GC 18065 11 CHAIR - STOOL 22IN 560MM S - WALNUT AND HOT ROLLED STEEL WD0077 MT0011 SB GC 18470 4 CHAIR - LOUNGE LYZE - BEIGE GREY AND ANTIQUE BRONZE MT0043 SB GC 18489 6 CHAIR - STOOL COUNTER HEIGHT INDUSTRIAL - FLAT BLACK MT0028 SB GC TABLE 16520 2 TABLE - BASE CAFE HEIGHT DOME ACCENT - 20IN 510MM - HOT ROLLED STEEL MT0011 SB GC 17246 2 TABLE - BASE FIXED T BASE END - 321N 815MM - HOT ROLLED STEEL MT0011 SB GC 17247 1 TABLE - BASE FIXED T BASE CENTER - 32IN 815MM - HOT ROLLED STEEL MT0011 SB GC 17326 4 TABLE - TOP ROUND - 241N 610MM - WALNUT WD0077 SB GC 17340 9 TABLE - CAFE METAL PEDESTAL BASE SQUARE - 24IN 610MM - BLACK MT0028 SB GC 17341 1 TABLE - ACCESSIBLE METAL WITH TAPERED LEGS - 36X241N 915X610MM - BLACK MT0028 SB GC 17785 1 TABLE - ACCESSIBLE WITH NARROW METAL FRAME ROUND - 461N 1170MM - WALNUT WD0077 SB GC 18639 1 TABLE - OCCASIONAL TRAY TOP - 261N 660MM - BLACK WD0035 SB GC 18700 2 TABLE - OCCASIONAL SIDE CAMERON - FLAT BRONZE MT0060 SB GC 18701 1 TABLE - OCCASIONAL COFFEE CAMERON - FLAT BRONZE MT0060 SB GC 18732 2 TABLE - BASE FIXED COUNTER HEIGHT APOLLO - HOT ROLLED STEEL MT0011 SB GC X18397 1 TABLE - COMMUNITY CAFE HEIGHT ANGLE BASE - 8 SEAT WIDE - WALNUT WD0077 SB GC TABLE TOP DIMENSION: 7'-2" x 3'-4" WINDOW TREATMENT 12716 12 ROLLER SHADE - CHARCOAL TRANSLUCENT F0049 - 5PC OPEN SB GC WALL TREATMENT (AREA) SCHEDULE - "Q" DESIGN ID AREA DESCRIPTION FURN. BY INST. BY COMMENTS PAINT PX501-ES 1017 SF SW 2849 - WESTCHESTER GRAY GC GC SW USE PRIMER TBD; NCS - TBD; AKZO NOBEL - TBD PLASTIC 11469 1287 SF FRP - WHITE GC GC TILE 12305 452 SF TILE - LIGHT OLIVE GREY - 12X24IN 300X600MM SB GC GROUT GR0009: MAPEI - 11 SAHARA BEIGE; LATICRETE - 24 NATURAL GREY 17790 278 SF TILE - RAVENNA HAND MOLDED BRICK - WHITE - 2X9IN 50X230MM SB GC GROUT: MAPEI - 38 AVALANCHE WALL COVERING 17779 124 SF WALL TEXTURE - TEXTURGLAS - TG4 SB GC COMBINE WITH SW2849 - WESTCHESTER GRAY FLOOR TREATMENT SCHEDULE - "T" DESIGN ID AREA DESCRIPTION FURN. BY INST. BY COMMENTS OTHER 12243 25 SF WALK OFF MAT - RECYCLED TIRE TILE - CHARCOAL - 12X12IN 305X305MM SB GC TILE 14386 1254 SF TILE - LIGHT WARM GREY TROWELED PATTERN - 12X24IN 300X600MM SB GC GROUT GR0006: MAPEI - 09 GREY; LATICRETE - 60 DUSKY GREY CEILING TREATMENT SCHEDULE - "U" DESIGN ID AREA DESCRIPTION FURN. BY INST. BY COMMENTS PAINT 10517 597 SF ACT - EXISTING - 2X2FT 61X61CM - PAINT PX501 GC GC EXISTING - FOR REFERENCE ONLY PX501-ES 420 SF SW 2849 - WESTCHESTER GRAY GC GC SW USE PRIMER TBD; NCS - TBD; AKZO NOBEL - TBD SITE SCHEDULE - "Y" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS PLANTER 14451 7 PLANTER - BOX - 36X18X18IN 915X455X455MM - BLACK SB GC UMBRELLA 12139 2 UMBRELLA - BASE 95LB 43KG - SILVER MT0021 SB GC 16628 2 UMBRELLA - WITHOUT VALANCE - 6FT 183CM - GREY CANVAS F0177 SB GC RECEIVED CITY OF TUKWIL/i, PERMIT CENTER RESPONSIBILITY LEGEND GC GENERAL CONTRACTOR SEPARATE LL LANDLORD PERMIT AND SB STARBUCKS APPROVAL WH STARBUCKS WAREHOUSE (3PL) e��IRED VD STARBUCKS VENDOR DIRECT z 0 ce co 0 0 ce 0 1111111111111 B U) I W 0 0 z 0 z V U) 0 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12018-01-26 8555 REGISTERED ARCHITE D . A LND STATE OF WASHINGTON PROJECT NAME: 1 PROJECT ADDRESS: STORE # : PROJECT #: 9319 21387-034 CASEWORK CONCEPT: ISSUE DATE: 03/30/18 100% SET DESIGN MANAGER: WENDY WU LEEDd AP: PRODUCTION DESIGNER: E. NOVAK CHECKED BY: C. CARROLL Revision Schedule Rev Date By Description SHEET TITLE SCHEDULES SCALE: AS SHOWN SHEET NUMBER: 1-6001 C:\Users\matth\Documents\HEI MEP Interurban Ave R17 DuaneB.rvt 3/28/2018 5:25:49 PM ABBREVIATIONS PLUMBING SYMBOL LEGEND AFF ABOVE FINISHED FLOOR AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE BLDG BUILDING CLG CEILING CONST CONSTRUCTION CW DOMESTIC COLD WATER CXA COMMISSIONING AGENT DEG DEGREES DN DOWN DTL DETAIL DWG(S) DRAWING(S) EA EACH EC ELECTRICAL CONTRACTOR ELEC ELECTRICAL EMER EMERGENCY EXIST EXISTING EXT EXTERIOR FD FS F&I FLR FT FCO GC GFCI GW FLOOR DRAIN FLOOR SINK FURNISH & INSTALL FLOOR FOOT/FEET FLOOR CLEANOUT GENERAL CONTRACTOR GROUND FAULT CIRCUIT INTERRUPTER GREASE WASTE HR HOUR HVAC HEATING, VENTILATION, AND AIR CONDITIONING HW HOT WATER HS HANDSINK HWS HOT WATER SUPPLY HWR HOT WATER RETURN LL LV MAX MC MDP MECH MEP MFG MIN MS NL NTS PC PS POC REF REQ'D REV SHT SF SPECS SST LANDLORD LOW VOLTAGE MAXIMUM MECHANICAL CONTRACTOR MAIN DISTRIBUTION PANEL MECHANICAL MECHANICAL, ELECTRICAL, AND PLUMBING MANUFACTURER MINIMUM MOP SINK NIGHTLIGHT NOT TO SCALE PLUMBING CONTRACTOR PREP SINK POINT OF CONNECTION REFERENCE REQUIRED REVISION SHEET SQUARE FEET SPECIFICATION(S) STAINLESS STEEL TEL TELEPHONE TEMP TEMPORARY TMV TEMPERATURE MIXING VALVE TW TEMPERED HOT WATER TYP TYPICAL UNO UNLESS NOTED OTHERWISE V VENT W SANITARY WASTE WCO WALL CLEANOUT WH WATER HEATER WP WEATHER PROOF GW CD CWF CWN CWS TW RO G RD RS IN) -0- 11■ 1111 SORW SORW V GW CD CW HW CWF CWN CWS TW RO G RD RS BV GV CH. V RV HB WCO FCO FS WM POC SANITARY OR WASTE PIPING ABOVE SLAB SANITARY OR WASTE PIPING BELOW SLAB VENT PIPING GREASE WASTE CONDENSATE DRAIN COLD WATER PIPING HOT WATER PIPING COLD WATER FILTERED COLD WATER NANO FILTERED COLD WATER SOFTENED TEMPERED WATER REVERSE OSMOSIS WATER GAS PIPING REFRIGERANT DISCHARGE PIPING REFRIGERANT SUCTION PIPING BALL VALVE GATE VALVE CHECK VALVE RELIEF VALVE HOSE BIBB SHOCK ABSORBER STRAINER WALL CLEANOUT FLOOR CLEANOUT FLOOR SINK WATER METER CONNECT TO EXISTING PIPE UP / DOWN VALVES GENERAL PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. SEE SPECIFICATIONS FOR TYPES. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. PROVIDE BRAIDED STAINLESS STEEL HOSE (UNLESS OTHERWISE NOTED) BETWEEN VALVE AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. LOCATE SHUT-OFF VALVES ADJACENT TO EQUIPMENT FOR EASY ACCESS SUCH THAT VALVES CAN BE REACHED WITHOUT MOVING EQUIPMENT. SHUT OFF VALVES TO BE BALL TYPE. VALVES SHALL BE LISTED/APPROVED FOR USE PER AUTHORITIES HAVING JURISDICTION (AHJ) AND CODE REQUIREMENTS. PROVIDE VALVE IDENTIFICATION PER THE SPECIFICATIONS FOR MAIN WATER SERVICE SHUT-OFF AND ANY OTHER VALVES WHICH ARE NOT CLEARLY EVIDENT WHAT THEY SERVE. SUPPLY WATER SERVICE IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 PSI, PROVIDE A PRESSURE REGULATOR IN MAIN SUPPLY TO REDUCE WATER PRESSURE. PROVIDE BACKFLOW PREVENTION ON WATER SERVICE IF REQUIRED BY LOCAL CODES. THERMOSTATIC MIXING VALVE PROVIDE A SINGLE THERMOSTATIC MIXING VALVE (TMV) LOCATED AT HOT WATER TANK AND SET FOR 110° (OR AS REQUIRED BY AHJ) TO SERVE HAND SINKS. MIXING VALVE TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS WITH CHECK VALVES AT SUPPLY INLETS. PROVIDE THERMOMETER ON OUTLET OF TMV. SEE SPECIFICATIONS FOR REQUIREMENTS. PLUMBING FIXTURES WATER HEATER SIZE WATER HEATER PER STARBUCKS STANDARD AND PER AUTHORITIES HAVING JURISDICTION (AHJ), WHICHEVER IS MORE STRINGENT. PROVIDE A GLASS -LINED, ENERGY EFFICIENT, GAS FIRED (OR ELECTRIC EQUIVALENT) WATER HEATER (SEE SPECIFICATIONS). PROVIDE INSTALLATION COMPLETE WITH FITTINGS AS SHOWN IN THE DRAWINGS. SET HOT WATER TEMPERATURE AT 120° F OR ADJUST AS REQUIRED BY AHJ. PROVIDE THERMOMETER ON HOT WATER PIPE LEAVING WATER HEATER. WATER FILTRATION STARBUCKS WATER FILTRATION VENDOR WILL PROVIDE FILTRATION SYSTEM. CONTRACTOR SHALL CONFIRM WITH STARBUCKS CONSTRUCTION MANAGER WHETHER VENDOR OR PLUMBING CONTRACTOR IS TO INSTALL FILTRATION SYSTEM. PROVIDE AND COORDINATE INSTALLATION COMPLETE WITH ALL PIPING, FITTINGS, AND EQUIPMENT AS INDICATED ON THE DRAWINGS. CONNECTIONS THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO EQUIPMENT INCLUDING REQUIRED MATERIAL SUCH AS PIPING, VALVES, FILTERS, TRAPS, CHECKS VALVES, VACUUM BREAKERS, AND FLEXIBLE AND RIGID TUBING. SCHEDULES REFER TO SCHEDULES ON DRAWINGS FOR A DESCRIPTION OF LISTED ITEMS AND FURNISH ANY AND ALL PLUMBING FIXTURES LISTED AS "GC". ANY DISCREPANCIES ABOUT WHO IS TO PROVIDE PLUMBING FIXTURES IN THE SCHEDULE SHALL BE BROUGHT TO STARBUCKS ATTENTION FOR CLARIFICATION. INSTALL ALL FIXTURES LISTED REGARDLESS OF WHO SUPPLIES. HAND SINK IF FAUCET HAS A TEMPERATURE LIMIT STOP, IT IS TO BE REMOVED SO THAT TEMPERED WATER FROM THE WATER HEATER IS NOT FURTHER REDUCED. HOT WATER 100° - 110° F (34° - 43° C) MUST BE ABLE TO REACH SINK WITHIN 15 SECONDS. UTILITY SINKS UTILITY SINKS ARE TO DELIVER A WATER TEMPERATURE RANGE OF 110° - 120° F (43° - 49° C). DISHWASHER G.C. TO FURNISH AND INSTALL POWER CORD FOR DISHWASHER PER JURISDICTIONAL REQUIREMENTS. IF EQUIPMENT IS SPECIFIED AS HOBART ADVANSYS, THE UNIT IS TO BE PLUMBED WITH COLD, NON - FILTERED WATER. IF THE WATER FILTRATION SYSTEM IS A PENTAIR CONFIGURATION II OR III, THEN THE COLD, NON -FILTERED WATER MUST ALSO BE SOFTENED. INSULATION WATER PIPING PROVIDE THERMAL INSULATION PER THE SPECIFICATIONS. UNLESS OTHERWISE REQUIRED BY THE LOCAL AUTHORITY OR ENERGY CODES, THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: PIPE SIZE (DIAMETER) LESS THAN OR EQUAL TO 1 1/2" (38MM) 2" (51MM) OR GREATER INSULATION THICKNESS 1" (24MM) = 1 1/2" (38MM) (INSULATION VALUE = K VALUE NOT EXCEEDING 0.27 BTU* INCH (H*FT2*F) SAFETY COVERS FURNISH AND INSTALL SPECIFIED NO SCALD SAFETY COVERS WITH INSULATED FOAM LINER AND TAMPER PROOF STRAP AT ALL EXPOSED ADA SINK P-TRAPS AND WATER SUPPLIES AND AS REQUIRED BY JURISDICTION . PIPING SOIL, WASTE, AND VENT PIPING SEE SPECIFICATIONS FOR PIPE MATERIALS. ALL HORIZONTAL RUNS SHALL DRAIN AT A GRADE OF 1/4" PER FOOT (21MM PER METER) WHERE POSSIBLE BUT IN NO CASE LESS THAN 1/8" PER FOOT (10MM PER METER) WHERE ALLOWED & SIZED PER AHJ AND CODE. COORDINATE WITH LOCAL AUTHORITIES FOR DRAINAGE REQUIREMENTS FOR EQUIPMENT DESIGNATED WITH INDIRECT WASTE TO FLOOR SINKS. INDIRECT DRAIN LINES ARE TO MAINTAIN MIN. 1" (25MM) AIR GAP ABOVE FLOOR SINKS. PROVIDE PIPED DRAIN (P-TRAP AND VENT) TO SANITARY IF REQUIRED BY LOCAL JURISDICTION. CONDENSATE DRAINAGE PIPING THE PLUMBING CONTRACTOR SHALL PROVIDE CONDENSATE DRAINS FOR AIR HANDLING UNITS AND STARBUCKS EQUIPMENT (REFER TO SCHEDULE). CONDENSATE DRAINAGE PIPING SHALL BE TYPE "M" COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH 50/50 SOLDER. HANGERS AND SUPPORTS THE PLUMBING CONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS REQUIRED FOR EQUIPMENT AND MATERIAL IN ACCORDANCE WITH SPECIFICATIONS. ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS INSTALLED AS REQUIRED BY LOCAL CODES. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO PREVENT SAGGING. CONNECTIONS INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METALS. CLEANOUTS PROVIDE FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED BY CODE IN ALL SOIL, WASTE, AND DRAIN LINES. SEE SPECIFICATIONS FOR TYPES. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. INSTALLATION INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE BRACKET STANDOFFS FROM MOUNTING SURFACES SUFFICIENT TO ALLOW 1" (25MM) OF CLEANING SPACE ALL AROUND PIPING, INCLUDING ANY ADDED PIPING INSULATION. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM BOARD PARTITIONS, CONCRETE FLOOR AND ROOF SLABS. SEAL PIPE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRE STOPPING SEALANT MATERIAL PER CODE REQUIREMENTS. DO NOT INSTALL PEX PIPING IN RATED WALLS OR THROUGH RATED FLOORS. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND ENSURE PROPER PROTECTION OF PEX PIPING FROM METAL EDGES. UNDERGROUND WATER AND SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING AS REQUIRED BY CODE, EXCAVATED TO THE PROPER DEPTH AND GRADED TO PRODUCE THE REQUIRED FALL. TESTING ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE PLUMBING CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS REQUIRED BY LOCAL AUTHORITY. TEST WATER PURITY ACCORDING TO LOCAL REQUIREMENTS AND SUBMIT CERTIFIED TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. IDENTIFICATION PROVIDE PIPE IDENTIFICATION EVERY 10 FT (EXCEPT WHERE PIPES ARE EXPOSED TO PUBLIC) IN ACCORDANCE WITH SPECIFICATIONS. NITROGENATION STARBUCKS NITROGENATION VENDOR WILL PROVIDE AND INSTALL EQUIPMENT, NITROGEN TANKS AND FITTINGS. STARBUCKS SHALL PROVIDE AND CONTRACTOR SHALL INSTALL TANK MOUNTING BRACKET (S). GENERAL PLUMBING NOTES 1. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF WORK. 2. EXPOSED/SURFACE MOUNTED PIPING IS ONLY ALLOWED IN THE BAR AREA UNDER COUNTERTOPS, WHERE IT DOES NOT OBSTRUCT CABINETS/DEVICES AND WHERE APPROVED BY STARBUCKS CONSTRUCTION MANAGER. IF ROUTED THROUGH CABINETS, IT SHALL BE ROUTED TO MAXIMIZE STORAGE SPACE AND BE PROTECTED FROM DAMAGE. 3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF SYSTEM(S). FURNISH AND INSTALL ALL COMPONENTS NEEDED WHETHER INDICATED OR NOT TO PROVIDE A COMPLETE AND OPERATING SYSTEM. OVERALL CASEWORK COMPONENT DIMENSIONING ON PLUMBING DETAILS ARE SHOWN FOR REFERENCE AND COORDINATION ONLY. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM ACTUAL BUILDING DIMENSIONS. 5. THE PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR FIXTURES IN CASEWORK AND PLUMBING DETAILS. SEE SPECIFICATION SHEETS FOR PLUMBING SPECIFICATION SECTIONS. 6. ALL PIPING AND/OR PLUMBING DEVICES SHALL BE SUPPORTED FROM STRUCTURE (NOT FROM HVAC DUCTS OR OTHER PIPES/CONDUITS). 7. REFER TO OUTLINE SPECIFICATIONS FOR PLUMBING SPECIFICATION SECTIONS GENERAL NOTES SCOPE THE INTENT OF THE SPECIFICATIONS AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT RELATED TO THE INSTALLATION OF THE PLUMBING WORK. SITE EXAMINATION THE CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE FIXTURES, EQUIPMENT, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE PLUMBING WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE APPROPRIATE PROVISIONS OF CSA, ULC, ASME, ASTM, UL, NEMA, ANSI, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. PERMITS AND FEES THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING WORK. WARRANTY THE CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. LEED ALL WORK, MATERIALS AND EQUIPMENT SHALL MEET LEED REQUIREMENTS & CODE. IN CASE OF CONFLICT, THE HIGHER STANDARD SHALL APPLY. LANDLORD REQUIREMENTS PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH LANDLORD / BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS / SPECIFICATIONS. IF LANDLORD / BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS / SPECIFICATIONS AND ADHERE TO THEM. WHERE LANDLORD / BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE ENGINEER). LANDLORD / BUILDING OWNER REQUIREMENTS SHALL GOVERN. RI VEEWED FOR CODE COMPLIANCE APPROVED MAY 21 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL/a Vgl� PERMIT CENTER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1206.448.3376 f j 206.448.4450 w I hargis.biz 1 PROJECT ADDRESS: STORE #: PROJECT #: 9319 21387-034 CASEWORK CONCEPT: ISSUE DATE: 03/30/18 100% DESIGN MANAGER: WENDY WU LEEDO AP: N/A PRODUCTION DESIGNER: HARGIS CHECKED BY: A. TURNER Revision Schedule Rev Date By Description SHEET TITLE PLUMBING NOTES SCALE: AS SHOWN SHEET NUMBER: P-0001 a) m 0 _IYti �I =I Co -2 L a)) C W 2I w Z C N E U 0 0 Co E a) U 3/28/2018 5:25:50 PM PLUMBING SECTION 220516 - EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING 1.1 REQUIREMENTS A. PROVIDE FOR EXPANSION OF PLUMBING PIPING IN ACCORDANCE WITH INDUSTRY STANDARDS AND GOOD INSTALLATION PRACTICES. END OF SECTION 220516 PLUMBING SECTION 220517 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING 1.1 SLEEVE -SEAL SYSTEMS A. FIELD -ASSEMBLED, MODULAR SEALING -ELEMENT UNIT FOR FILLING ANNULAR SPACE BETWEEN PIPING AND SLEEVE. 1. SEALING ELEMENTS: EPDM RUBBER. 2. PRESSURE PLATES: CARBON STEEL. 3. CONNECTING BOLTS AND NUTS: CARBON STEEL WITH CORROSION -RESISTANT COATING. 1.2 SLEEVE -SEAL FITTINGS A. MANUFACTURED PLASTIC, SLEEVE -TYPE, PLASTIC OR RUBBER WATERSTOP ASSEMBLY MADE FOR IMBEDDING IN CONCRETE SLAB OR WALL. 1.3 GROUT A. NONSHRINK, FACTORY PACKAGED. 1.4 SLEEVE AND SLEEVE -SEAL SCHEDULE A. EXTERIOR CONCRETE WALLS ABOVE GRADE: 1. PIPING SMALLER THAN NPS 6 (DN 150): CAST-IRON WALL SLEEVES. B. EXTERIOR CONCRETE WALLS BELOW GRADE: 1. PIPING SMALLER THAN NPS 6 (DN 150): CAST-IRON WALL SLEEVES WITH SLEEVE -SEAL SYSTEM. C. CONCRETE SLABS -ON -GRADE: 1. PIPING SMALLER THAN NPS 6 (DN 150): CAST-IRON WALL SLEEVES WITH SLEEVE -SEAL SYSTEM. D. CONCRETE SLABS ABOVE GRADE: 1. PIPING SMALLER THAN NPS 6 (DN 150): GALVANIZED -STEEL -PIPE SLEEVES. E. INTERIOR PARTITIONS: 1. PIPING SMALLER THAN NPS 6 (DN 150): GALVANIZED -STEEL -PIPE SLEEVES. END OF SECTION 220517 PLUMBING SECTION SECTION 220519 - METERS AND GAGES FOR PLUMBING PIPING 1.1 PRODUCTS A. LIQUID -IN -GLASS THERMOMETERS: 1. COMPACT -STYLE, LIQUID -IN -GLASS THERMOMETERS: a. CASE: CAST ALUMINUM 6-INCH (152-MM) SIZE. b. CASE FORM: BACK ANGLE. c. TUBE: GLASS WITH MAGNIFYING LENS AND BLUE ORGANIC LIQUID. d. TUBE BACKGROUND: NONREFLECTIVE ALUMINUM WITH ETCHED SCALE IN DEG F (DEG C) B. THERMOWELLS: 1. MATERIAL FOR USE WITH COPPER TUBING: CNR. 2. MATERIAL FOR USE WITH STEEL PIPING: CSA. 3. TYPE: STEPPED SHANK UNLESS STRAIGHT OR TAPERED SHANK IS INDICATED. 4. HEAT -TRANSFER MEDIUM: MIXTURE OF GRAPHITE AND GLYCERIN. C. PRESSURE GAGES: 1. DIRECT -MOUNTED, METAL -CASE, DIAL -TYPE PRESSURE GAGES: a. CASE: LIQUID -FILLED TYPE (S); CAST ALUMINUM OR DRAWN STEEL; 4-1/2-INCH (114-MM) DIAMETER. b. PRESSURE -ELEMENT ASSEMBLY: BOURDON TUBE UNLESS OTHERWISE INDICATED. c. PRESSURE CONNECTION: BRASS, WITH NPS 1/4 (DN 8), ASME B1.20.1 PIPE THREADS AND BOTTOM -OUTLET TYPE UNLESS BACK -OUTLET TYPE IS INDICATED. d. DIAL: NONREFLECTIVE ALUMINUM WITH ETCHED SCALE IN PSI (KPA)]. e. WINDOW: GLASS. f. RING: METAL. g. ACCURACY: GRADE A, PLUS OR MINUS 1 PERCENT OF MIDDLE HALF OF SCALE RANGE. D. GAGE ATTACHMENTS: 1. SNUBBERS: BRASS; WITH NPS 1/4 (DN 8) AND PISTON -TYPE SURGE -DAMPENING DEVICE. INCLUDE EXTENSION FOR USE ON INSULATED PIPING. 2. VALVES: BRASS BALL WITH PIPE THREADS. END OF SECTION 220519 PLUMBING SECTION 220523 - GENERAL DUTY VALVES FOR PLUMBING PIPING 1.1 DOMESTIC HOT- AND COLD -WATER VALVES A. PIPE NPS 2 (DN 50) AND SMALLER: 1. TWO-PIECE, BRASS BALL VALVES WITH FULL PORT, BRASS TRIM, AND LEAD FREE. 2. THREE-PIECE, BRASS BALL VALVES WITH FULL PORT, BRASSTRIM, AND LEAD FREE. 3. BRONZE SWING CHECK VALVES, CLASS 125, BRONZE DISC WITH SOLDERED END ONNECTIONS, AND LEAD FREE. 4. BRONZE GATE VALVES, CLASS 125 WITH SOLDERED ENDS, AND LEAD FREE. END OF SECTION 220523 PLUMBING SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING 1.1 COMPONENTS A. METAL PIPE HANGERS AND SUPPORTS: FACTORY FABRICATED WITH GALVANIZED COATING, NON-METALLIC COATED FOR HANGERS IN DIRECT CONTACT WITH COPPER TUBING. B. THERMAL -HANGER SHIELD INSERTS: ASTM C 552, TYPE II CELLULAR GLASS. C. FASTENER SYSTEMS: POWDER -ACTUATED FASTENERS AND MECHANICAL - EXPANSION ANCHORS. D. PIPE POSITIONING SYSTEMS: IAPMO PS 42, POSITIONING SYSTEM OF METAL BRACKETS, CLIPS, AND STRAPS. E. SUPPORTS FOR PEX PIPING SHALL BE MANUFACTURER APPROVED. F. COMPLY WITH ANSI/MSS SP-69 PIPE HANGERS AND SUPPORTS, SELECTION & APPLICATIONS. END OF SECTION 220529 PLUMBING SECTION 220553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 1.1 PRODUCTS A. EQUIPMENT LABELS: PLASTIC. B. WARNING SIGNS AND LABELS: 1/16 INCH (1.6 MM) THICK AND NOT LESS THAN 2-1/2 BY 3/4 INCH (64 BY 19 MM) SIZE WITH ADHESIVE. LETTER SIZE NOT LESS THAN 1/4 INCH (6.4 MM) FOR NAME OF UNITS IF VIEWING DISTANCE IS LESS THAN 24 INCHES (600 MM), 1/2 INCH (13 MM) FOR VIEWING DISTANCES UP TO 72 INCHES (1830 MM), AND PROPORTIONATELY LARGER LETTERING FOR GREATER VIEWING DISTANCES. INCLUDE SECONDARY LETTERING TWO-THIRDS TO THREE-QUARTERS THE SIZE OF PRINCIPAL LETTERING. C. PIPE LABELS: SELF-ADHESIVE. LETTER SIZE NOT LESS THAN 1/2 INCH (13 MM) FOR VIEWING DISTANCES UP TO 72 INCHES (1830 MM) AND PROPORTIONATELY LARGER LETTERING FOR GREATER VIEWING DISTANCES. D. STENCILS: BRASS.LETTER SIZE NOT LESS THAN 1/2 INCH (13 MM) FOR VIEWING DISTANCES UP TO 72 INCHES (1830 MM) AND PROPORTIONATELY LARGER LETTERING FOR GREATER VIEWING DISTANCES. E. VALVE TAGS: BRASS, 0.032-INCH (0.8-MM) MINIMUM THICKNESS. F. WARNING TAGS: 3 BY 5-1/4 INCHES (75 BY 133 MM) MINIMUM FASTENERS. END OF SECTION 220553 PLUMBING SECTION 220719 - PLUMBING PIPING INSULATION 1.1 QUALITY ASSURANCE A. SURFACE -BURNING CHARACTERISTICS: FLAME -SPREAD INDEX OF 25, AND SMOKE -DEVELOPED INDEX OF 50 FOR INSULATION INSTALLED INDOORS; ACCORDING TO ASTM E 84. 1.2 PIPING INSULATION SCHEDULE, GENERAL A. ITEMS NOT INSULATED: UNLESS OTHERWISE INDICATED, DO NOT INSTALL INSULATION ON THE FOLLOWING: 1. DRAINAGE PIPING LOCATED IN CRAWL SPACES. 2. BELOW -GRADE DRAINAGE PIPING. 3. CHROME -PLATED PIPES AND FITTINGS UNLESS THERE IS A POTENTIAL FOR PERSONNEL INJURY. 1.3 INDOOR PIPING INSULATION SCHEDULE A. DOMESTIC COLD WATER: FLEXIBLE ELASTOMERIC, MINERAL -FIBER, PREFORMED PIPE INSULATION, TYPE I OR PHENOLIC. B. DOMESTIC HOT AND RECIRCULATED HOT WATER: FLEXIBLE ELASTOMERIC, MINERAL -FIBER, PREFORMED PIPE INSULATION, TYPE I OR PHENOLIC. C. STORMWATER AND OVERFLOW: 1/2" MINIMUM, CELLULAR GLASS, FLEXIBLE ELASTOMERIC, MINERAL -FIBER, PREFORMED PIPE INSULATION, TYPE I, PHENOLIC OR POLYOLEFIN. D. ROOF DRAIN AND OVERFLOW DRAIN BODIES: 1/2" MINIMUM, CELLULAR GLASS, FLEXIBLE ELASTOMERIC, MINERAL -FIBER, PREFORMED PIPE INSULATION, TYPE I, PHENOLIC OR POLYOLEFIN. E. EXPOSED SANITARY DRAINS, DOMESTIC WATER, AND DOMESTIC HOT WATER: FLEXIBLE ELASTOMERIC OR MINERAL -FIBER, PREFORMED PIPE INSULATION, TYPE I. F. EXPOSED FLOOR DRAIN BODIES, TRAPS, AND SANITARY DRAIN PIPING WITHIN 10 FEET (3 M) OF DRAIN RECEIVING CONDENSATE AND EQUIPMENT DRAIN WATER BELOW 60 DEG F (16 DEG C): 3/4" MINIMUM, FLEXIBLE ELASTOMERIC, MINERAL -FIBER, PREFORMED PIPE INSULATION, TYPE I, PHENOLIC OR POLYOLEFIN. G. HOT SERVICE DRAINS: CELLULAR GLASS OR MINERAL -FIBER, PREFORMED PIPE, TYPE I OR II. H. ICE BIN DRAIN: INSULATE DRAIN LINES WITH 1/2" (13MM) THICK SELF-SEALING, SECTIONAL, CLOSED CELL FOAM. I. DOMESTIC COLD AND HOT WATER IN CASEWORK AND BAR AREAS: FLEXIBLE ELASTOMERIC, MINERAL -FIBER, PREFORMED PIPE INSULATION, TYPE I OR PHENOLIC. J. HVAC HOT AND CHILLED WATER PIPING INCLUDING LOW PRESSURE STEAM: 1-1/2" (38MM) MINIMUM THICKNESS (OR THICKER PER LOCAL CODE) CELLULAR GLASS OR MINERAL FIBER, PREFORMED PIPE, TYPE I OR II. 1.4 OUTDOOR, ABOVEGROUND PIPING INSULATION SCHEDULE A. DOMESTIC WATER PIPING: FLEXIBLE ELASTOMERIC, MINERAL -FIBER, PREFORMED PIPE INSULATION, TYPE I OR PHENOLIC. B. HOT SERVICE DRAINS: CELLULAR GLASS OR MINERAL -FIBER, PREFORMED PIPE, TYPE I. C. HOT SERVICE VENTS: CELLULAR GLASS OR MINERAL -FIBER, PREFORMED PIPE INSULATION, TYPE II. 1.5 INDOOR, FIELD -APPLIED JACKET SCHEDULE A. PIPING, CONCEALED: ALUMINUM. B. PIPING, EXPOSED: ALUMINUM. 1.6 OUTDOOR, FIELD -APPLIED JACKET SCHEDULE A. PIPING, CONCEALED: ALUMINUM. B. PIPING, EXPOSED: ALUMINUM. END OF SECTION 220719 PLUMBING SECTION 221116 - DOMESTIC WATER PIPING 1.1 INFORMATIONAL SUBMITTALS A. SYSTEM PURGING AND DISINFECTING ACTIVITIES REPORT. B. FIELD QUALITY -CONTROL REPORTS. 1.2 FIELD CONDITIONS A. INTERRUPTION OF EXISTING WATER SERVICE: DO NOT INTERRUPT WATER SERVICE TO FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY WATER SERVICE ACCORDING TO REQUIREMENTS INDICATED: 1. NOTIFY CONSTRUCTION MANAGER NO FEWER THAN TWO DAYS IN ADVANCE OF PROPOSED INTERRUPTION OF WATER SERVICE. 2. DO NOT INTERRUPT WATER SERVICE WITHOUT CONSTRUCTION MANAGER'S WRITTEN PERMISSION. 1.3 PIPING MATERIALS A. POTABLE -WATER PIPING AND COMPONENTS SHALL COMPLY WITH NSF 14 AND NSF 61 ANNEX G. PLASTIC PIPING COMPONENTS SHALL BE MARKED WITH "NSF-PW". 1.4 UNDER -BUILDING -SLAB, DOMESTIC WATER, BUILDING SERVICE PIPING A. PIPE NPS 3 (DN 80) AND SMALLER: 1. SOFT COPPER TUBE (TYPE K); WROUGHT -COPPER; AND BRAZED JOINTS. 2. OTHER APPROVED PIPING WHEN SOIL IS CORROSIVE. 3. PROVIDE TRACE WIRE FOR ALL PLASTIC UNDERGROUND PIPING SO THAT UNDERGROUND PIPING MAY BE LOCATED IN THE FUTURE. TRACE WIRE: NO. 12, COPPER 600 V. THHN INSULATION. 1.5 UNDER -BUILDING -SLAB, DOMESTIC WATER PIPING A. PIPE NPS 2 (DN 50) AND SMALLER: 1. HARD COPPER TUBE (TYPE K); WROUGHT -COPPER; AND BRAZED JOINTS. 2. OTHER APPROVED PIPING WHEN SOIL IS CORROSIVE. 3. PROVIDE TRACE WIRE FOR ALL PLASTIC UNDERGROUND PIPING SO THAT UNDERGROUND PIPING MAY BE LOCATED IN THE FUTURE. TRACE WIRE: NO. 12, COPPER 600 V. THHN INSULATION. 1.6 ABOVE GROUND DOMESTIC WATER PIPING A. PIPE NPS 2 (DN 50) AND SMALLER: 1. HARD COPPER TUBE (TYPE L); WROUGHT -COPPER; SOLDER -JOINT FITTINGS; AND SOLDERED JOINTS WITH NON -LEAD, NON -ANTIMONY SOLDER. 2. PEX TUBE, NPS 1 (DN25) AND SMALLER; FITTINGS FOR PEX TUBE; AND WITH APPROVED/MANUFACTURER COMPATIBLE JOINTS. 3. PEX-AL-PEX TUBE, NPS 1 (DN 25) AND SMALLER; FITTINGS FOR PEX-AL-PEX TUBE; AND WITH APPROVED/MANUFACTURER COMPATIBLE JOINTS. 1.7 DOMESTIC WATER PIPE FITTINGS AND APPURTENANCES ARE LEAD FREE. END OF SECTION 221116 DEVIE!'' ED FOR CODE COMPLIANCE APROVZD MAY 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 1--�2302 PERMIT CENTER 1 0 ce 0 0 0 LL w CO 1 w 0 0 to) 1 Co 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz J F z CO 111 W w Zr- PROJECT ADDRESS: I STORE #: PROJECT #: 9319 21387-034 CASEWORK CONCEPT: ISSUE DATE: 03/30/18 100% DESIGN MANAGER: WENDY WU LEEDP AP: N/A PRODUCTION DESIGNER: HARGIS CHECKED BY: A. TURNER Revision Schedule Rev Date By Description SHEET TITLE. PLUMBING OUTLINE SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER: P-0002 C:\Users\matth\Documents\HEI MEP Interurban Ave R17 DuaneB.rvt 3/28/2018 5:25:50 PM PLUMBING SECTION 221119 - DOMESTIC WATER PIPING SPECIALTIES 1.1 QUALITY ASSURANCE A. QUALITY STANDARDS: NSF 14 AND NSF 61. 1.2 PRODUCTS A. VACUUM BREAKERS: 1. PIPE -APPLIED, ATMOSPHERIC -TYPE VACUUM BREAKERS: ROUGH -BRONZE FINISH. 2. AIR -GAP FITTING: ASME A112.1.2, MATCHING BACKFLOW-PREVENTER CONNECTION. 3. HOSE -CONNECTION VACUUM BREAKERS: NICKEL -PLATED FINISH. 4. PRESSURE VACUUM BREAKERS. B. BACKFLOW PREVENTERS: 1. REDUCED -PRESSURE -PRINCIPLE BACKFLOW PREVENTERS: a. BODY: BRONZE FOR NPS 2 (DN 50) AND SMALLER. b. END CONNECTIONS: THREADED FOR NPS 2 (DN 50) AND SMALLER. c. CONFIGURATION: HORIZONTAL, STRAIGHT THROUGH. d. LEAD FREE. 2. DOUBLE-CHECK BACKFLOW-PREVENTION ASSEMBLIES: a. BODY: BRONZE FOR NPS 2 (DN 50) AND SMALLER. b. END CONNECTIONS: THREADED FOR NPS 2 (DN 50) AND SMALLER. c. CONFIGURATION: HORIZONTAL, STRAIGHT THROUGH d. LEAD FREE. 3. HOSE -CONNECTION BACKFLOW PREVENTERS. C. WATER PRESSURE -REDUCING VALVES: 1. WATER REGULATORS: a. BODY: BRONZE FOR NPS 2 (DN 50) AND SMALLER. b. VALVES FOR BOOSTER HEATER WATER SUPPLY: INCLUDE INTEGRAL BYPASS. c. END CONNECTIONS: THREADED FOR NPS 2 (DN 50) AND SMALLER D. TEMPERATURE -ACTUATED WATER MIXING VALVES: 1. WATER -TEMPERATURE LIMITING DEVICES: a. CONNECTIONS: THREADED INLETS AND OUTLET. b. FINISH: ROUGH BRONZE. 2. PRIMARY, THERMOSTATIC, WATER MIXING VALVES: a. TYPE: EXPOSED MOUNTED. b. CONNECTIONS: THREADED INLETS AND OUTLET. c. FINISH: ROUGH BRONZE. d. PIPING: COPPER. e. CABINET: SURFACE MOUNTED. E. STRAINERS FOR DOMESTIC WATER PIPING: 1. BODY: BRONZE FOR NPS 2 (DN 50) AND SMALLER; CAST IRON FOR NPS 2-1/2 (DN 65) AND LARGER. 2. CONNECTIONS: THREADED FOR NPS 2 (DN 50) AND SMALLER; FLANGED FOR NPS 2- 1/2 (DN 65) AND LARGER. 3. SCREEN: STAINLESS STEEL WITH ROUND PERFORATIONS UNLESS OTHERWISE INDICATED. 4. DRAIN: PIPE PLUG. F. OUTLET BOXES: 1. ICEMAKER OUTLET BOXES: ENAMELED -STEEL OR EPDXY -PAINTED -STEEL BOX AND FACEPLATE. G. HOSE STATIONS: 1. SINGLE -TEMPERATURE -WATER HOSE STATIONS: a. BODY: BRONZE b. FINISH: ROUGH BRONZE, c. MOUNTING: WALL, WITH REINFORCEMENT. 2. HOT- AND COLD -WATER HOSE STATIONS: a. TYPE FAUCET: BLENDING VALVE. b. BODY: BRONZE . c. FINISH: ROUGH BRONZE d. MOUNTING: WALL, WITH REINFORCEMENT. 3. COLD -WATER AND STEAM HOSE STATIONS: a. TYPE FAUCET: BLENDING VALVE. b. BODY: BRONZE c. FINISH: ROUGH BRONZE d. MOUNTING: WALL, WITH REINFORCEMENT H. HOSE BIBBS: 1. VACUUM BREAKER: INTEGRAL . 2. FINISH FOR SERVICE AREAS: CHROME OR NICKEL PLATED. 3. OPERATION FOR SERVICE AREAS: OPERATING KEY 4. OPERATION FOR FINISHED ROOMS: OPERATING KEY 5. WALL FLANGE WITH EACH CHROME- OR NICKEL -PLATED HOSE BIBB. I. WALL HYDRANTS: 1. NONFREEZE WALL HYDRANTS: a. OUTLET: CONCEALED. b. FINISH: POLISHED NICKEL BRONZE. 2. NONFREEZE, HOT- AND COLD -WATER WALL HYDRANTS: a. OUTLET: CONCEALED. b. FINISH: POLISHED NICKEL BRONZE. 3. MODERATE -CLIMATE WALL HYDRANTS: a. OUTLET: CONCEALED. b. FINISH: POLISHED NICKEL BRONZE. 4. VACUUM BREAKER WALL HYDRANTS: LOOSE KEY. J. GROUND HYDRANTS: 1. BOX: STANDARD PATTERN WITH COVER. 2. BOX AND COVER FINISH: ROUGH BRONZE. K. POST HYDRANTS: 1. NONFREEZE, DRAINING -TYPE POST HYDRANTS. 2. NONFREEZE, NONDRAINING-TYPE POST HYDRANTS. 3. FREEZE -RESISTANT SANITARY YARD HYDRANTS: ZINC -PLATED STEEL CANISTER. L. DRAIN VALVES: BALL -VALVE TYPE. M. WATER HAMMER ARRESTERS: METAL BELLOWS. N. AIR VENTS: BOLTED CONSTRUCTION. O. TRAP -SEAL PRIMER VALVES: SUPPLY TYPE. 1.3 MANUFACTURED UNITS A. TRAP -SEAL PRIMER SYSTEMS: 1. CABINET: RECESSED MOUNTED STEEL BOX WITH STAINLESS -STEEL COVER. 2. NUMBER OUTLETS: FOUR. 1.4 DOMESTIC WATER PIPE FITTINGS AND APPURTENANCES ARE LEAD FREE. END OF SECTION 221119 PLUMBING SECTION 221316 - SANITARY WASTE AND VENT PIPING 1.1 PROJECT CONDITIONS A. INTERRUPTION OF EXISTING SANITARY WASTE SERVICE: DO NOT INTERRUPT SERVICE TO FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY SERVICE ACCORDING TO REQUIREMENTS INDICATED: 1. NOTIFY CONSTRUCTION MANAGER NO FEWER THAN TWO DAYS IN ADVANCE OF PROPOSED INTERRUPTION OF SANITARY WASTE SERVICE. 2. DO NOT PROCEED WITH INTERRUPTION OF SANITARY WASTE SERVICE WITHOUT CONSTRUCTION MANAGER'S WRITTEN PERMISSION. 1.2 MATERIALS A. HUB -AND -SPIGOT, SERVICE- CLASS, CAST-IRON SOIL PIPE AND FITTINGS BELOW GRADE WHERE REQUIRED BY LOCAL CODE. B. HUBLESS, CAST-IRON SOIL PIPE AND CISPI, CAST-IRON, HUBLESS PIPING COUPLINGS. C. SOLID -WALL SCHEDULE 40 ABS PIPE WITH ABS SOCKET FITTINGS MAY BE USED ABOVE AND BELOW GRADE IF ALLOWED BY LOCAL CODE. D. UNSHIELDED, NONPRESSURE TRANSITION COUPLINGS. E. UNION DIELECTRIC FITTINGS. F. PE -FILM ENCASEMENT FOR UNDERGROUND METAL PIPING. G. SCHEDULE 40 PVC PIPE WITH PVC SOCKET FITTING MAY BE USED BELOW GRADE IF ALLOWED BY LOCAL AUTHORITY. 1.3 ADHESIVES A. ADHESIVES SHALL NOT EXCEED A VOC CONTENT OF 510G/L FOR PVC AND 325 G/L FOR ABS. END OF SECTION 221316 PLUMBING SECTION 221319 - SANITARY WASTE PIPING SPECIALTIES 1.1 ACTION SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE RATED CAPACITIES, OPERATING CHARACTERISTICS, AND ACCESSORIES FOR THE FOLLOWING: 1. FOG DISPOSAL SYSTEMS. 2. GREASE INTERCEPTORS. 3. GREASE REMOVAL DEVICES. 4. WIRING DIAGRAMS: POWER, SIGNAL, AND CONTROL WIRING. 1.2 QUALITY ASSURANCE A. QUALITY STANDARD FOR BELOW GRADE PLASTIC PIPING: NSF 14. 1.3 PRODUCTS A. BACKWATER VALVES: HORIZONTAL PLASTIC. B. CLEANOUTS: 1. EXPOSED: COUNTERSUNK CLOSURE PLUG. 2. CERAMIC TILE AND CARPETED FLOORS: SQUARE, ADJUSTABLE WITH NICKEL BRONZE TOP. 3. RESILIENT (VINYL) FLOOR: SQUARE, ADJUSTABLE, NICKEL BRONZE TOP WITH COMPATIBLE FLANGE. 4. WALL: ROUND, CHROME -PLATED BRONZE COVER PLATE WITH ROUND, CHROME PLATED, SCREW WALL ACCESS. C. FLOOR DRAINS: 1. CAST-IRON FLOOR DRAINS, WITH STRAINER, BODY STYLE AND OPTIONS AS SPECIFIED IN PLUMBING SCHEDULE. 2. PROVIDE TRAP PRIMER CONNECTIONS WHERE NEEDED PER CODE AND DESIGN REQUIREMENTS. D. TRENCH DRAINS TO BE AS SPECIFIED IN PLUMBING SCHEDULE. E. THROUGH -PENETRATION FIRESTOP ASSEMBLIES: LISTED AND LABELED ASSEMBLY OF SLEEVE AND STACK FITTING WITH FIRESTOPPING PLUG; . F. MISCELLANEOUS SANITARY DRAINAGE PIPING SPECIALTIES: 1. OPEN DRAINS, SHOP OR FIELD FABRICATE FROM SERVICE CLASS, HUB -AND -SPIGOT, CAST-IRON, SOIL -PIPE FITTINGS. 2. CAST-IRON OR BRONZE DEEP -SEAL TRAPS. 3. FLOOR -DRAIN, TRAP -SEAL PRIMER FITTINGS. 4. AIR -GAP FITTINGS. 5. COUNTERFLASHING-TYPE, CAST-IRON STACK FLASHING FITTINGS. 6. CAST-IRON BODY VENT CAPS. 7. FROST -RESISTANT VENT TERMINALS. 8. EXPANSION JOINTS. 1.4 MANUFACTURED UNITS A. GREASE INTERCEPTORS AS SPECIFIED IN PLUMBING SCHEDULE. B. SAMPLING PORT AS SPECIFIED IN PLUMBING SCHEDULE. END OF SECTION 221319 REV&E?l'JLi FOR CODE CC=,:'�.�LIANCE e1PPROV RMAY212018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA `R312 PERMIT CENTER 1 0 1 0 0 LIU ILL U) I uu 0 O 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz PROJECT ADDRESS: ui LU zco Q (c) lO ct c W zCP) O � STORE #: PROJECT #: 9319 21387-034 CASEWORK CONCEPT: ISSUE DATE: 03/30/18 100% DESIGN MANAGER: WENDY WU LEEDO AP: N/A PRODUCTION DESIGNER: HARGIS CHECKED BY: A. TURNER Revision Schedule Rev Date By Description SHEET TITLE. PLUMBING OUTLINE SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER: P-0003 C:\Users\matth\Documents\HEI MEP Interurban Ave R17 DuaneB.rvt 5/15/2018 12:01:17 PM //' PLUMBING SUPPLY PLAN DEMO Scale: 1/4" = '12808 10153 110874 PLUMBING SUPPLY PLAN NEW WORK _1 I I{� uJ f =\ 1 r: 1"1L (SD) L _• ray SHEET NOTES DEMO 1. DEMO EXISTING ABOVE FLOOR SUPPLY PIPES AND/OR WASTE LINES. CUT AND CAP PIPES AS NECESSARY BACK AT REMAINING WALL OR ABOVE CEILING AND PREPARE LINES FOR NEW WORK. 2. DEMO EXISTING SUPPLY PIPES AND/OR WASTE LINES SERVING ESPRESSO MACHINES AND RINSE SINK FIXTURES BACK TO FLOOR LEVEL AND PREPARE LINES FOR NEW WORK. 3. ALL EXISTING FLOOR SINKS AND DRAINS SHALL REMAIN IN THIS BOH AREA. 4. ALL EXISTING PLUMBING FIXTURES AND DRAINS SHALL REMAIN IN THIS BOH AREA AND RESTROOMS. 5. DEMO EXISTING FLOOR SINK AND PREPARE WASTE AND/OR VENT PIPE FOR NEW WORK. 6. EXISTING FLOOR SINK SHALL REMAIN. SHEET NOTES NEW WORK 1. ESPRESSO MACHINE: EXTEND AND ROUTE (E) 1/2" FILTERED COLD WATER IN CASEWORK AND CONNECT TO NEW ESPRESSO MACHINE. PROVIDE BRAIDED STAINLESS STEEL HOSE FROM SHUT-OFF VALVE TO PUMP AND FROM PUMP TO ESPRESSO MACHINE'S WATER INLET. ALSO REFER TO DETAIL 1 & 2 ON P-5002. FIELD VERIFY EXISTING LOCATION OF SUPPLY PIPE STUB -UP THRU FLOOR PENETRATION. 2. DIPPER WELL, HOT TAP, WATER TOWER, AND PITCHER RINSER: ROUTE (E) 1/2" HOT, COLD, AND FILTERED COLD WATER IN CASEWORK. EXTEND 1/2" COLD WATER UP IN CASEWORK AND CONNECT TO DIPPER WELL. EXTEND 3/8" FILTERED WATER UP IN CASEWORK AND CONNECT TO HOT WATER DISPENSER. CONTRACTOR SHALL REDUCE WATER SUPPLY LINE TO 1/4" AT UNIT. EXTEND 3/8" FILTERED COLD WATER UP IN CASEWORK AND CONNECT TO WATER TOWER FAUCET. EXTEND 1/2" HOT AND COLD WATER UP IN CASEWORK AND CONNECT TO PITCHER RINSER FAUCET (2 HANDLE). REFER TO ESP SINK PIPING DETAIL 3/P-5002. 3. FLOOR SINK. INSTALL AND CONNECT TO EXISTING SANITARY WASTE LINE, FIELD VERIFY EXACT LOCATION. ROUTE NEW DRAIN LINES TO THIS LOCATION AND TERMINATE WITH PROPER AIR GAP. REFER TO DETAIL 1/P-5002, 4/P-5002 AND 5/P-5002. 4. PITCHER RINSER FAUCET: ROUTE 1/2" HOT AND COLD WATER DOWN IN WALL AND CONNECT PITCHER RINSER FAUCET (1 HANDLE). EXTEND IN CASEWORK AND CONNECT TO SINK FAUCET. • O" AL -"O ► AN ' -'R• BACKFLOW PREVENTER BFP-1 (WATTS LF009 909AGA). PROVIDE FUNNEL DRAIN & 3/4" DRAIN LINE TO FL• OR SI K WIT AIR G P. DOWN IN WALL AND CONNECT TO HAND SINK. CONTRACTOR SHALL PROVIDE THERMOSTATIC MIXING VALVE BELOW FIXTURE AN SET TO 110°F. MIXING VALVE SHALL BE ASSE 1070 COMPLIANT. REPLACE AERATOR PROVIDED WITH FAUCET WITH 0.5 GPM VANDAL RESISTANT FLOW CONTROL AERATOR. REFER TO DETAIL 3/P-5001. 6. RINSE SINK: ROUTE 1/2" HOT AND COLD WATER DOWN WALL AND CONNECT TO RINSE FAUCET. 7. ROUTE 3/4" CWF DOWN IN WALL AND CONNECT TO WARE RINSER. CONNECT NEW 1-1/2" VENT TO NEAREST EXISTING 1-1/2" OR LARGER VENT. 8. EXISTING FLOOR SINK SHALL REMAIN. 9. ROUTE DRAIN FROM DRIP TRAY TO NEAREST FLOOR SINK. REFER TO DETAIL 4/P-5001. Scale: 1/4" = 1'-0" PLUMBING FIXTURE SCHEDULE - "P" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS DRAIN 10294 6 DRAIN - FLOOR SINK SQUARE - 12IN 305MM SB GC ZURN FD2375-NH3,4 NEW; 2 EXISTING 10726 6 DRAIN - GRATE HALF SQUARE - 12IN 305MM SB GC 4 NEW; 2 EXISTING EQUIPMENT 17564 1 BLENDER PITCHER RINSER WITH SENSOR SB GC FAUCET 10152 1 FAUCET - DOUBLE LABORATORY WITH BENT RISER SPOUT SB GC 10153 3 FAUCET - WATER TOWER - 12IN 305MM SB GC 10215 4 FAUCET - DOUBLE LABORATORY WITH SWING SPOUT SB GC 10447 1 FAUCET- PRE RINSE SPRAYER WALL MOUNTED N/A N/A EXISTING 10597 3 FAUCET - SINGLE HANDLE SB GC 1 NEW; 2 EXISTING 10804 1 FAUCET- PRE RINSE SWING SPOUT N/A N/A EXISTING 10874 3 FAUCET - HOT WATER DISPENSER GOOSENECK SB GC 10922 1 FAUCET- MOP SINK WALL MOUNTED N/A N/A EXISTING 11003 3 Faucet - Dipperwell SB GC 13588 1 FAUCET - HAND SINK WALL MOUNTED N/A N/A EXISTING 17569 1 FAUCET - WARE RINSER IN COUNTER - 24X9IN 600X235MM SB GC 17572 1 FAUCET - TAP SINGLE HANDLE SB GC FILTER 13076 1 FILTER - PREFILTRATION SYSTEM N/A N/A EXISTING 13079 1 FILTER - HEAD TRIPLE N/A N/A EXISTING 13081 3 FILTER - CARBON FILTER CARTRIDGE N/A N/A EXISTING 13149 1 FILTER - PRESSURE GAUGE N/A N/A EXISTING OTHER 11109 1 WATER HEATER 50GAL 190L ELECTRIC N/A N/A EXISTING SINK 10116 2 SINK- RESTROOM WALL MOUNTED N/A N/A EXISTING 10549 1 SINK - RINSE DROP IN SST - 12X20IN 305X510MM SB GC 10581 1 SINK- HAND WALL MOUNTED SST N/A N/A EXISTING 10995 1 SINK - MOP - 24X24IN 610X610MM N/A N/A EXISTING 12807 1 SINK - UTENSIL RINSE WITH GRATE SST - LH - 14X2OIN 355X510MM SB GC 12808 2 SINK- UTENSIL RINSE WITH GRATE SST- RH - 14X2OIN 355X510MM SB GC 13264 1 SINK - 3 COMP WORK SST - 93IN 2350MM N/A N/A EXISTING 17565 1 SINK - RINSE WITH DRAINBOARD - 15X27IN 380X685MM SB GC 17632 1 SINK - STACKED DRAINBOARD - 15IN 380MM SB GC 17650 1 SINK - DRAIN TRAY - 9X6IN 230X150MM SB GC TOILET 12951 2 TOILET - TANKLESS EFFICIENT SINGLE FLUSH N/A N/A EXISTING 13040 2 TOILET - FLUSH VALVE AUTOMATIC EFFICIENT SINGLE FLUSH N/A N/A EXISTING PLUMBING SUPPLY PLAN NOTES A. FURNISH AND INSTALL A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. B. PLUMBING CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. C. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY ARE NOT VISIBLE TO CUSTOMERS. D. REFER TO MANUFACTURER SPECIFICATIONS FOR LOCATION OF CONNECTIONS UNLESS OTHERWISE NOTED. E. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL PLUMBING EQUIPMENT. F. REFERENCE WORKLETTER FOR DIVISION OF PLUMBING SCOPE OF WORK AND COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER. G. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. H. REFER TO DETAIL SHEETS P-5001 & P-5002 FOR PLUMBING FITTINGS LOCATED IN CASEWORK AND FURTHER INFORMATION. I. COLD WATER SUPPLY LINES INSIDE CASEWORK AND BAR AREA TO BE COVERED WITH 1/2" (10MM) THICK SELF SEALING, SECTIONAL CLOSED -CELL FOAM INSULATION. REFER TO SPECIFICATIONS FOR HOT WATER SUPPLY LINE INSULATION REQUIREMENTS. NOTE: GC TO VERIFY EXISTING ELECTRICAL AND PLUMBING FLOOR PENETRATIONS, FLOOR SINKS, CLEANOUTS, ETC. AND COORDINATE RE -USE OF PENETRATIONS PRIOR TO PROCEEDING WITH DEMOLITION. BACKFLOW PREVENTOR SCHEDULE TAG MAKE/SERIES/MODEL SIZE SERVES BFP-1 WATTS/LF009/909AGA 1/2" RINSE SINKS -APPROVALS BY ASSE, AWWA, CSA & IAPMO 0 CODE CC' e"vLIANCE APPRCVLD MAY 21 2010 City of Tukwila BUILDING DIVISION CORRECTION L:TR4L RECEPIE( CITY OF TUKWILA MAY 16 2018 PERMIT CENTER 2' 4' 8' Scale: 1/4" = 1'-0" z 0 C) I z 0 0 04 0 LL ca U) U) 1 tip z w C) 0 z 0 I 0 I- U) z 0 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 206.448.3376 f t 206.448.4450 w I hargis.biz PROJECT NAME: RECEIVED MAY 172018� W TUKWILA PUBLIC WORKS z CO CSC CC) co C3) L W Z co C1') Q r— PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: LEER® AP: PRODUCTION DESIGNER: CHECKED BY: 9319 21387-034 03/30/18 100% WENDY WU N/A HARGIS A. TURNER Revision Schedule Rev Date By Description 1 05/15/18 Revision 1 SHEET TITLE PLUMBING SUPPLY PLAN SCALE: AS SHOWN SHEET NUMBER: P-1101 C:\Users\matth\Documents\HEI MEP Interurban Ave R17 DuaneB.rvt 5/15/2018 12:01:18 PM DR'VE THRU EXISTING TRASH ENCLOSURE EXISTING 600 GALLON GREASE INTERCEPTOR PLUMBING - SITE PLAN Scale: 1/16" = 1'-0" Scale: 1/16" = 1'-0" ILA L_1 1 */2 PLUMBING WASTE UNDERSLAB PLAN scale: 1/4" = 1'-0" 0 2' 4' 8' Scale: 1/4" = 1'-0" SHEET NOTES 1. FIELD VERIFY LOCATION, ROUTING AND INVERT ELEVATIONS OF EXISTING SANITARY AND/OR GREASE WASTE, VENT, AND SUPPLY PIPING BELOW SLAB AT ENGINE AND BACK OF HOUSE. 2. NEW FLOOR SINK: PROVIDE 3" SANITARY WASTE AND 2" VENT AS REQURIED. 3. EXISTING FLOOR SINK SHALL REMAIN. 4. CONNECT NEW WASTE LINE TO EXISTING WASTE PIPE BELOW FLOOR SLAB (CONFIRM EXACT SIZE, LOCATION AND INVERT OF EXISTING WASTE). 5. TO EXISTING EXTERIOR GREASE INTERCEPTOR LOCATED NEAR TRASH ENCLOSURE. PLUMBING WASTE UNDERSLAB NOTES A. SEE PLUMBING SPECIFICATIONS FOR FURTHER REQUIREMENTS. B. ALL NEW UNLESS NOTED OTHERWISE. C. REFER TO PLUMBING DETAIL SHEET FOR FURTHER INFORMATION. D. REFER TO PLUMBING DETAIL SHEETS FOR FURTHER INFORMATION. NOTE: GC TO VERIFY EXISTING ELECTRICAL AND PLUMBING FLOOR PENETRATIONS, FLOOR SINKS, CLEANOUTS, ETC. AND COORDINATE RE -USE OF PENETRATIONS PRIOR TO PROCEEDING WITH DEMOLITION. R FVr \/ = OEM CODE CO I: LIA`\ICE MAY 21 2C13 City of Tukwila BUILDING DIVISION f ECEIVE D CITY OF TUKWILA MAY 162018 !PERMIT CENTER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz PROJECT ADDRESS: uj z� Q CO oo C z� _ Joco M � C'7 � STORE #: PROJECT #: 9319 21387-034 CASEWORK CONCEPT: ISSUE DATE: 03/30/18 100% DESIGN MANAGER: WENDY WU LEED0 AP: N/A PRODUCTION DESIGNER: HARGIS CHECKED BY: A. TURNER Revision Schedule Rev Date By Description 1 05/15/18 Revision 1 SHEET TITLE PLUMBING WASTE UNDERSLAB PLAN SCALE: AS SHOWN SHEET NUMBER: P-1104 C:\Users\matth\Documents\HEI MEP Interurban Ave R17 DuaneB.rvt 3/28/2018 5:25:56 PM COUNTERTOP (ABOVE) UNDERCOUNTER REFRIGERATOR SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE. COORDINATE LOCATION WITH SUPPORT LEGS INDIRECT AND INSULATED DRAIN LINE FROM ICE BIN TO FLOOR SINK "X3" (180MMX75MM) STUB -UP PENETRATION AREA. SEE PLUMBING PLAN FOR FINAL LOCATIONS. INSTALL SHUT-OFF VALVES BETWEEN STUB - UPS AND EQUIPMENT INDIRECT DRAIN LINE FROM IN -USE UTENSIL RINSE SINK TO FLOOR SINK INDIRECT DRAIN LINE FROM ESPRESSO MACHINE TO FLOOR SINK SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE. COORDINATE LOCATION WITH SUPPORT LEGS INDIRECT DRAIN LINE FROM IN -USE UTENSIL RINSE SINK TO FLOOR SINK INDIRECT AND INSULATED DRAIN LINE FROM ICE BIN TO FLOOR SINK L UNDER COUNTER ESPRESSO - PLUMBING ABOVE COUNTER 0 COLD WATER SUPPLY FOR METERED SPOON RINSER FAUCET AND NON -FILTERED COLD ATER SUPPLY FOR SINK FAUCET FILTERED COLD WATER SUPPLY FOR INSTANT HOT WATER TAP FILTERED COLD WATER SUPPLY FOR WATER TOWER FAUCET FILTERED COLD WATER SUPPLY FOR ESPRESSO MACHINE FILTERED COLD WATER SUPPLY FOR WATER TOWER FAUCET FILTERED COLD WATER SUPPLY FOR INSTANT HOT WATER TAP HOT AND NON -FILTERED COLD WATER SUPPLY FOR SINK FAUCET COLD WATER SUPPLY FOR METERED SPOON RINSER FAUCET scale: 3/4" = 1'-0" FILTERED COLD WATER SUPPLY - FOR WATER TOWER FAUCET INDIRECT DRAIN LINE FROM IN -USE UTENSIL RINSE SINK TO FLOOR SINK FILTERED COLD WATER SUPPLY FOR INSTANT HOT WATER TAP HOT AND NON -FILTERED COLD WATER SUPPLY FOR SINK FAUCET NON -FILTERED COLD WATER SUPPLY FOR DIPPERWELL FAUCET g6 ADD 09-01 PLUMBING Scale: 3/4"= 1-0 FILTERED COLD WATER SUPPLY FOR BREWER WITH SHUT-OFF IN CABINET AT 24" I (610MM) AFF v BREW - PLUMBING Scale: 3/4" = 1'-0" DIRECT DRAIN LINE FROM SINK. ROUGH - IN SINK WASTE STUB AT 15 1/2" (394MM) AFF AND CENTERLINE OF SINK HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520MM) AFF. SHUT-OFF VALVES AT WALL AND 4" (102MM) EITHER SIDE OF WASTE LINE INDIRECT DRAIN LINE FROM ICE BIN TO FLOOR SINK HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520MM) AFF. SHUT-OFF VALVES AT WALL AND 4" (102MM) EITHER SIDE OF WASTE LINE INDIRECT DRAIN LINE FROM DRAIN BOARD TO FLOOR SINK INDIRECT DRAIN LINE FROM SINK TO FLOOR SINK INDIRECT LINE FROM IN - COUNTER RINSER TO FLOOR SINK FILTERED COLD WATER SUPPLY FOR IN -COUNTER RINSER AT 20-1/2" (520MM) A.F.F. COLD WATER SUPPLY FOR PITCHER RINSER INDIRECT DRAIN LINE FROM DRIP TRAYTO FLOOR SINK ®CBS - PLUMBING Scale: 1/2" =1-0 DIRECT DRAIN LINE FROM SINK. ROUGH -IN SINK WASTE STUB AT 15 1/2" (394 MM) A.F.F. AND CENTERLINE OF SINK. EXTEND AND CONNECT TO NEAREST EXISTING WASTE LINE. TEMPERED HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520 MM) A.F.F. SHUT-OFF VALVES AT WALL AND 4" (102 MM) EITHER SIDE OF WASTE LINE. ADD 02-01 PLUMBING Scale: 3/4" = 1'-0" INDIRECT DRAIN LINE FROM UNDERCOUNTER REFRIGERATOR TO FLOOR SINK. INDIRECT DRAIN LINE FROM DRIP TRAY TO FLOOR SINK AS REQ'D. r 1 Ot) T< SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE. I ko— WALL BRACKET WITH CHAIN FOR TANK AT 16" / (405 MM) A.F.F. NOTE: WORKSTATION IS TO SHARE FLOOR SINK WITHIN 10'-0" (3050 MM) ADJACENCY. SEE PLUMBING PLAN FOR LOCATION. NIT 01-02 PLUMBING scale: 3/4" = 1'-0" SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE. REViDI : r FOE CODE CCMi"LIANCE APPROVED OV D MAY 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz PROJECT ADDRESS: cij Q zco <C co 07; ct �Q 1 UJ z� M O STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: LEED® AP: 9319 21387-034 03/30/18 100% WENDY WU N/A PRODUCTION DESIGNER: HARGIS CHECKED BY: A. TURNER Revision Schedule Rev Date By Description SHEET TITLE. PLUMBING DETAILS SCALE: AS SHOWN SHEET NUMBER: P-5001 C:\Users\matth\Documents\HEI MEP Interurban Ave R17 DuaneB.► it 5/15/2018 12:01:21 PM FLOOR GRATE MOUNT 1" ABOVE FLOOR FINISHED FLOOR (SEE ARCHITECTURAL FOR FLOOR SLOPES) J\\ AIR GAP =2X"d" FLOOR SINK DETAIL DRAIN LINE SILICONE BEAD LIFT OUT ALUMINUM SEDIMENT BUCKET PIPE Scale: NONE BRAIDED STAINLESS STEEL HOSE. 9/16-24 UNEF COMPRESSION CONNECTION 150 PSIG MIN. RATING. (TYP. 2) COUNTER TOP ESPRESSO MACHINE WATER PUMP. INSTALL TO ALLOW ACCESS TO — INTEGRAL PUMP FILTER. SEE PUMP ATTACHMENT DETAIL IN ARCH PLANS (TYP.2) BRAIDED STAINLESS STEEL HOSE . 9/16-24 UNEF COMPRESSION CONNECTION 150PSIG MIN. RATING. (TYP.2) 1/2" NPT TO HOSE COMPRESSION CONNECTION (TYP.2) 1/2" BALL VALVE (TYP. 2) FLOOR PUMP CWF 3/4 � P � PUMP aJ AIR GAP PER CODE. MINIMUM 1" ESPRESSO MACHINE HUB DRAIN CWF 3/4" V 5/8" WIRE REINFORCED DRAIN HOSE TO INDIRECT PIPE RISER (TYP. 2) 2" ABS DWV INDIRECT WASTE PIPE TO FLOOR SINK SLOPE HORIZONTAL AT 1/4" PER FOOT A DETAIL NOTES 1. 2. HOLD PIPING TIGHT TO BACK 3. WALL (TYP.) 4. BACK FLOW PREVENTION DEVICE 5 WHERE REQUIRED. VERIFY TYPE AND ,isz---- LOCATION WITH LOCAL JURISDICTION. 3/4" • S cc:if —5 — BALL VALVE @ STUB UP (TYP.) 3/4"CWF 1/2"HW FLOOR SINK ESPRESSO MACHINE PIPING CONNECTION DETAIL Scale: NONE SINK/ICE BIN ABS THREADED COUPLING TO BASKET STAINER CLEANOUTS AT ALL CHANGES IN DIRECTION (OR AS ALLOWED I BY AHJ) ABS DWV FITTINGS (TYP) NOTES: PIPE HANGER SUPPORT (OR PIPE CLAMP SUPPORT AS NEEDED) ABS INDIRECT DRAIN PIPE (SEE PLAN FOR SIZES) PROVIDE ADDITIONAL OFFSETS AS MAY BE NEEDED PIPE CLAMP SUPPORT AT DRAIN TERMINATION (& BLOCKING - NOT SHOWN) DISCHARGE INTO OPEN AREA OF FLOOR SINK W/ 2" AIR GAP FINISHED FLOOR FLOOR SINK 1. PROVIDE ALL WORK PER CODE AND AHJ REQUIREMENT EVEN IF NOT SPECIFICALLY SHOWN. 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & PIPING SHALL BE MOUNTED OFF THE FLOOR FOR CLEANING PURPOSES. 3. ALL INDIRECT DRAIN DISCHARGES SHALL OCCUR OVER CLEAR AREA OF FLOOR SINK AND NOT OVER GRATE. 4. SLOPE ALL PIPES PER CODE AND PROVIDE TRAPPED INDIRECT DRAIN AND VENT IF REQUIRED BY CODE AND/OR AHJ. (NOT SHOWN) SINK INDIRECT DRAIN DETAIL Scale: NONE VENT IF REQUIRED BY CODE/AHJ TO OUTSIDE (DO NOT CONNECT TO ANY SEWER VENT) PROVIDE CLEANOUTS IN TURNS/ENDS OF PIPE SLOPE PIPE PER CODE. SEE PLAN(S) FOR SIZE NOTES: THIS DETAIL IS SCHEMATIC ONLY. SEE THE PLAN DRAWINGS. ALL WATER HOSES SHALL BE THE MINIMUM LENGTH NEEDED AND SUPPORTED AS NEEDED TO AVOID STRESSING CONNECTIONS AND COILING EXCESSIVE HOSE. ROUTE TO AVOID KINKING AND ALLOW SPACE FOR UNDER COUNTER REFRIGERATOR AND ACCESS TO EQUIPMENT AND VALVES. ALL PIPING SHALL BE HELD TIGHT TO WALLS, SLOPED WHERE NEEDED AND ROUTED TO ALLOW ACCESS TO EQUIPMENT AND VALVES. ROUTE HORIZONTAL PIPING A MINIMUM OF 6" ABOVE FLOOR. COORDINATE LOCATION AND ELEVATION OF ALL EQUIPMENT WITH OTHER TRADES. ORIENT PUMP AS NEEDED TO ALLOW MAINTENANCE. CONNECT TO EQUIPMENT INDIRECT DRAINS -TRAP IF REQUIRED PER CODE OR AHJ. CONDENSATE DRAINS -TRAP REQUIRED INSTALL PER MANUF./CODE REQUIREMENTS PIPE MATERIAL SHALL BE PER THESE PLANS AND/OR PER CODE. USE DWV FITTINGS IF REQUIRED BY CODE/AHJ. DISCHARGE INTO OPEN AREA OF FLOOR SINK W/ 2" AIR GAP (OR AS ALLOWED BY CODE) FLOOR SINK (OR FUNNEL DRAIN) 1. PROVIDE ALL WORK PER CODE AND AHJ REQUIREMENT EVEN IF NOT SPECIFICALLY SHOWN. 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & PIPING SHALL BE MOUNTED OFF THE FLOOR FOR CLEANING PURPOSES. 3. ALL FLEXIBLE INDIRECT DRAIN LINES FOR APPLIANCES SHALL BE INSTALLED PER CODE/AHJ AND MANUF. REQUIREMENTS. SUPPORT LINES SO THERE ARE NO SAGS OR DIPS IN LINE. TYPICAL CONDENSATE/EQUIPMENT INDIRECT DRAIN DETAIL Scale: NONE SEE ESPRESSO MACHINE PIPING CONNECTION DETAIL (WHERE APPLICABLE) HOT TAP WATER TOWER FAUCET ESP SINK RIGHT HAND SHOWN (LEFT HAND SIM) METERED FAUCET SHUT OFF VALVE (TYP) ESP SINK PIPING DETAIL 7/ ,. PITCHER RINSE FAUCET BACKFLOW PREVENTE (TYP) Scale: NONE TRAP SEAL PRIMERS No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquid seal...and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be directly connected to the water supply and shall be accessible for maintenance. (2015 UPC 1005.0, 1006.0 & 1007.0) • k CODE CO-r..:'&1.J.,ANCE 6 PRCAiLD MAY 21 2C is City of Tukwila BUILDING DIVISION RECEIVED Epp E , _. CITY OF T (WILA MAY 162018 PERMIT CENTER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz i PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: 03/30/18 100% DESIGN MANAGER: WENDY WU LEED0 AP: N/A PRODUCTION DESIGNER: HARGIS CHECKED BY: A. TURNER 9319 21387-034 Revision Schedule Rev Date By Description 1 05/15/18 Revision 1 SHEET TITLE PLUMBING DETAILS SCALE: AS SHOWN SHEET NUMBER: P-5002 C:\Users\andrewt\Documents\HEI MEP Interurban Ave R17 andrewt.rvt 3/28/2018 2:06:16 PM ABBREVIATIONS AFF AHJ APPROX BLDG CKT CLG CM CONST CW CXA DEG DL DM DN DTL DWG(S) EA EC ECP EG ELEC EM EMS EXIST EXT F&I FLR FT GC GFCI GND HR HVAC HW LCP LL LS LV MAX MC MDP MECH MEP MFG MIN NL NTS OCP REF REQ('D) REV SF SHT SPECS SST TEL TEMP TYP UNO WH WP ABOVE FINISHED FLOOR AUTHORITIES HAVING JURISDICTION APPROXIMATE BUILDING CIRCUIT CEILING STARBUCKS CONSTRUCTION MANAGER CONSTRUCTION COLD WATER COMMISSIONING AGENT DEGREES LIGHTS WITHIN DAYLIGHT ZONE STARBUCKS DESIGN MANAGER DOWN DETAIL DRAWING(S) EACH ELECTRICAL CONTRACTOR EQUIPMENT CONTROL PAC EXHAUST GRILLE ELECTRICAL EMERGENCY ENERGY MANAGEMENT SYSTEM EXISTING EXTERIOR FURNISH & INSTALL FLOOR FOOT/FEET GENERAL CONTRACTOR GROUND FAULT CIRCUIT INTERRUPTER GROUND HOUR HEATING, VENTILATION, AIR CONDITIONING HOT WATER LIGHTING CONTROL PANEL LANDLORD LIGHT SENSOR PHOTOCELL LOW VOLTAGE MAXIMUM MECHANICAL CONTRACTOR MAIN DISTRIBUTION PANEL MECHANICAL MECHANICAL, ELECTRICAL, AND PLUMBING MANUFACTURER MINIMUM NIGHTLIGHT NOT TO SCALE OVERCURRENT PROTECTION REFERENCE REQUIRE(D) REVISION SQUARE FEET SHEET SPECIFICATION(S) STAINLESS STEEL TELEPHONE TEMPORARY TYPICAL UNLESS NOTED OTHERWISE WATER HEATER WEATHER PROOF ELECTRICAL SYMBOL LEGEND S 3 JUNCTON BOX SWITCH THREE-WAY SWITCH MOTION (OCCUPANCY) SENSOR SWITCH SWITCHBACK TELEPHONE THERMOSTAT THERMOSTAT SENSOR DIMMER SWITCH RECEPTACLE: DATA 1�1 RECEPTACLE: DUPLEX RECEPTACLE: DUPLEX - INDIVIDUAL BRANCH CIRCUIT RECEPTACLE: QUAD RECEPTACLE: QUAD - INDIVIDUAL BRANCH CIRCUIT RECEPTACLE: HIGH VOLTAGE RECEPTACLE: FLOOR DUPLEX GROUNDING ELECTRODE — CONNECTION NL PE NIGHTLIGHTING 24HR/DAY PHOTOELECTRIC CELL Q�- SPEAKER RACEWAY CONCEALED IN CEILING OR WALL. HASH MARKS INDICATE NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE NOTED. TWO WIRES PLUS GROUND IF NO HASH MARKS SHOWN. LONG HASH MARK DENOTES NEUTRAL. GROUND WIRE NOT SHOWN. SECURITY SYSTEM NOTES STARBUCKS CONTRACTS DIRECTLY WITH SECURITY VENDOR TO SUPPLY AND INSTALL THE SECURITY SYSTEM. CONTRACTOR TO SCHEDULE INSTALLATION OF SECURITY SYSTEM FOR FOUR (4) TIMES; 1. MEET TO PLAN SECURITY CABLE PULL WITH SECURITY CABLE INSTALLER PRIOR TO DRYWALL INSTALLATION. 2. SECURITY CABLE INSTALLER PULLS SECURITY CABLES, MOUNTS PANEL, KEYPAD AND SENSORS. 3. SECURITY EQUIPMENT INSTALL OF CAMERA, NVR AND MONITOR. 4. SECURITY MONITORING COMPANY TO BRING SYSTEM ONLINE AND TRAIN PARTNERS AFTER POS INSTALL. SECURITY VENDOR REQUIRES A MINIMUM TWO (2) WEEKS LEAD TIME FOR EACH INSTALLATION. SECURITY VENDOR WILL COORDINATE REGIONAL INSTALLERS. ALL ADDITIONAL EXPENSES INCURRED DUE TO THE CONTRACTOR'S FAILURE TO SCHEDULE ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. CARBON MONOXIDE (CO) DETECTOR NOTES COORDINATE INSTALLATION OF CARBON MONOXIDE (CO) DETECTOR DEVICE(S) AND LOW VOLTAGE WIRING WITH STARBUCKS SECURITY VENDOR FOR NEW STORES, RELOCATIONS AND MAJOR RENOVATIONS, IF IN VENDOR SCOPE. VENDOR TO PROVIDE AND INSTALL DEVICE(S) IN BOH AND FOH (AS APPLICABLE PER STARBUCKS STANDARDS). FIRE ALARM SYSTEM NOTES IF STARBUCKS IS REQUIRED TO PROVIDE A FIRE ALARM AND/OR FIRE ALARM MONITORING AND/OR PHONE LINES FOR A FIRE ALARM, AS SPECIFIED IN THE LEASE AGREEMENT, THE CONTRACTOR IS TO NOTIFY GNOC IMMEDIATELY THAT FIRE ALARM LINES ARE NEEDED. STARBUCKS PREFERRED FIRE ALARM SERVICE PROVIDER, STANLEY, IS TO BE CONTACTED BY THE CONSTRUCTION MANAGER TO INSTALL FIRE ALARM PANEL AND/OR MONITORING SERVICE AS REQUIRED. CONTROLS AND OPERATION THE GENERAL CONTRACTOR SHALL CONTACT VENSTAR PRIOR TO THE LAST WEEK OF CONSTRUCTION FOR COMMISSIONING. FURNISH AND INSTALL RACEWAYS WITH PULL STRINGS AND JUNCTION BOXES FOR THERMOSTAT(S) AND SENSOR(S). SET RESTROOM OCCUPANCY SENSOR TO 15 MINUTE 'ON' DURATION IN SINGLE OCCUPANT RESTROOM AND TO 20 MINUTE 'ON' DURATION IN MULTI -OCCUPANT RESTROOM UNLESS JURISDICTION REQUIREMENTS STATE OTHERWISE. COORDINATE WITH DRAWINGS AND LCP VENDOR FOR DEVICE LOCATIONS. VENDOR SHALL COMMISSION CONTROLS. THE GENERAL CONTRACTOR IS TO COMPLETE FINAL CONNECTION AFTER DATA RACK AND NETWORK INSTALLATION. THE GENERAL CONTRACTOR IS TO CONTACT LCP VENDOR TO VERIFY SYSTEM OPERATION AND TROUBLESHOOT IF REQUIRED. TELEPHONE SYSTEM NOTES IF ADDITIONAL TELEPHONE LINES ARE REQUIRED BEYOND THE STANDARD SINGLE LINE (SUCH AS FOR A FIRE ALARM) THE GENERAL CONTRACTOR SHALL CONTACT STARBUCKS PRIOR TO BEGINNING CONSTRUCTION TO ORDER THE ADDITIONAL TELEPHONE LINE(S). REPORT ANY TELEPHONE INSTALLATION ISSUES IMMEDIATELY TO STARBUCKS. CONFIRM PRIOR TO BEGINNING CONSTRUCTION THAT THERE ARE EXISTING, WORKING TELCO FACILITIES TO THE BUILDING OR THAT LANDLORD HAS FURNISHED AND INSTALLED ONE (1) 2" (51MM) MIN. (ENTRANCE) CONDUIT INCLUDING PULL STRING FROM TELCO STREET FEED LINE TO THE BUILDING AS IDENTIFIED BY THE PHONE COMPANY. NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF FACILITIES OR CONDUIT AND PULL STRING ARE NOT INSTALLED. GENERAL CONTRACTOR IS TO ENSURE THAT THERE IS A 2" (51MM) MIN. CONDUIT WITH PULL STRING FROM THE DATA RACK TO THE DEMARC (TELCO TO CUSTOMER HAND OFF EQUIPMENT) WHEN THE DEMARC IS MORE THAN 10' FROM THE DATA RACK. DISTANCES LESS THAN 10' WILL NOT REQUIRE CONDUIT. PROVIDE A 3-POSITION GROUND LUG, GROUNDED WITH #6 AWG GROUND WIRE, IF REQUIRED BY TELEPHONE COMPANY. ALL TELEPHONE/NETWORK CABLING IS THE SCOPE OF WORK OF THE TELEPHONE/NETWORK CABLING VENDOR. POS \ DATA LINE NOTES STARBUCKS CONTRACTS DIRECTLY WITH THE DATA CABLING VENDOR TO SUPPLY AND INSTALL CATEGORY 5e (CAT5e) LAN CABLE AND CONNECTORS FOR THE POINT OF SALE (POS) SYSTEMS. CONTRACTOR TO SCHEDULE INSTALLATION OF DATA CABLING WITH DATA CABLING VENDOR. DATA CABLING VENDOR REQUIRES A LEAD TIME FOR INSTALLATION. DATA CABLING VENDOR WILL COORDINATE REGIONAL INSTALLERS. AT THE START OF CONSTRUCTION, STARBUCKS CONSTRUCTION MANAGER SCHEDULES DELIVERY OF CASH REGISTER/MANAGER'S WORKSTATION EQUIPMENT AND INSTALLATION BY A POS INSTALL TECHNICIAN FOR ONE (1) MONTH PRIOR TO STORE OPEN. CONTRACTOR TO VERIFY DELIVERY SCHEDULE TWO (2) WEEKS PRIOR TO DELIVERY AND INSTALLATION DATE. EQUIPMENT IS SHIPPED DIRECTLY TO THE STORE. CONTRACTOR TO ACCEPT POS EQUIPMENT DELIVERY. DO NOT REFUSE DELIVERY. DATA CABLING TECHNICIAN TO PROVIDE ALL CAT5e LAN CABLING AND CONNECTORS FROM ALL DESIGNED AND FUTURE CASH REGISTER LOCATIONS, MANAGER'S WORKSTATION, ALL OTHER NETWORKED EQUIPMENT (CUP LABELERS, CLOVER, BUMP BAR, ETC...) AND WIRELESS ACCESS POINT TO THE DATA RACK AREA. CONTRACTOR IS TO HAVE CONDUIT WITH PULL STRING IN PLACE FOR ALL CABLE RUNS PRIOR TO CABLE INSTALL DATE. STARBUCKS NEW STORE GROUP IS RESPONSIBLE FOR COORDINATING STARBUCKS POS SYSTEMS DELIVERY AND INSTALLATION WITH THE POS VENDOR. THIS GROUP MAY BE CONTACTED AT: NEWSTORES@STARBUCKS.COM. COMMUNICATION SYSTEM NOTES CONFIRM PRIOR TO BEGINNING CONSTRUCTION THAT THE LANDLORD HAS FURNISHED AND INSTALLED ONE (1) ADDITIONAL 2" (51MM) (ENTRANCE) CONDUIT INCLUDING PULL STRING (FOR A TOTAL OF TWO (2)) FROM THE STREET FEED TO THE BUILDING AS IDENTIFIED BY THE INTERNET SERVICE PROVIDER. WIRELESS NETWORK NOTES CABLING FOR INTERNET SERVICE SHALL BE FURNISHED AND INSTALLED BY THE VENDOR FOR FIBER OR BROADBAND CONNECTIONS. T1 AND ETHERNET EXTENSION CABLING IS PROVIDED BY THE STARBUCKS (TELEPHONE/ NETWORK) CABLING VENDOR. COORDINATE WITH STARBUCKS. MUSIC SYSTEM NOTES MOUNT OWNER FURNISHED SPEAKERS WHERE SHOWN ON INTERIOR REFLECTED CEILING PLANS AND IN COORDINATION WITH ALL PLANS, DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS. INSTALL AND CONNECT OWNER FURNISHED WIRING SYSTEM BETWEEN ALL SPEAKERS AND THE OWNER PROVIDED MUSIC SYSTEM. LANDLORD REQUIREMENTS PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH LANDLORD / BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS / SPECIFICATIONS. IF LANDLORD / BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS / SPECIFICATIONS AND ADHERE TO THEM. WHERE LANDLORD / BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE ENGINEER). LANDLORD / BUILDING OWNER REQUIREMENTS SHALL GOVERN. GENERAL ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL WORK AND SPECIFICATIONS WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. DO NOT SCALE DISTANCES OFF THE ELECTRICAL DRAWINGS; USE ACTUAL BUILDING DIMENSIONS. OVERALL CASEWORK COMPONENT DIMENSIONING ON ELECTRICAL DETAILS ARE SHOWN FOR REFERENCE AND COORDINATION ONLY. SEE SPECIFICATION SHEETS FOR ELECTRICAL SPECIFICATIONS ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. BALANCE ALL BRANCH CIRCUIT LOADS BETWEEN THE PHASES OF THE SYSTEM WITHIN 10% OF THE HIGHEST PHASE LOAD IN EACH PANEL BOARD. 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DE ENERGIZING CIRCUITS IN DEMOLITION AREAS TO INSURE A SAFE CONDITION. ELECTRICAL DEVICES AND ASSOCIATED WIRING LOCATED WITHIN THE DEMOLITION AREA THAT WILL NO LONGER BE USED SHALL BE REMOVED AND PROPERLY DISPOSED OF AT CONTRACTORS EXPENSE UNLESS OTHERWISE NOTED. 4. THE ELECTRICAL CONTRACTOR SHALL SCHEDULE ALL ELECTRICAL SYSTEM OUTAGES WITH THE GENERAL CONTRACTOR AND LANDLORD AT LEAST 24 HOURS IN ADVANCE. UNLESS APPROVED OTHERWISE ALL OUTAGES SHALL OCCUR BETWEEN 11:00PM AND 5:00AM. 5. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY CONDUIT AND J-BOXES TO SUPPORT A COMPLETE SECURITY, PHONE, POS AND DATA SYSTEMS. SEE MANAGER WORKSTATION AND BAR POINT OF SALE (POS) POWER/TELECOM/SECURITY DIAGRAM. COORDINATE ALL DEVICE LOCATIONS AND MOUNTING HEIGHTS WITH SECURITY VENDOR PRIOR TO ROUGH -IN. PROVIDE END -TO -END PULL STRINGS IN ALL CONDUITS. LABEL EACH END OF THE PULL STRING WITH CONDUIT SYSTEM ("SECURITY") AND DESTINATION ("CAFE", "FRONT BAR", ETC.). PROVIDE INSULATED BUSHINGS ON ALL STUBBED -UP AND EXPOSED CONDUIT ENDS. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF WORK. 7. EXPOSED/SURFACE MOUNTED CONDUITS SHALL ONLY BE ALLOWED WHERE NECESSARY IN EXPOSED CEILING AREAS. IF CONDUITS NEED TO BE SURFACE MOUNTED TO WALLS, COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER FOR APPROVAL. 8. VERIFY LOCATION OF ALL OUTLETS AND SWITCHES WITH ARCHITECTURAL DRAWINGS, INTERIOR DETAILS, FINISH SCHEDULES, GENERAL CONTRACTOR, EQUIPMENT VENDORS, STARBUCKS AND EXISTING SITE CONDITIONS. VERIFY FINAL DOOR HINGE LOCATION PRIOR TO SWITCH INSTALLATION AND ADJUST SWITCH LOCATION IF NEEDED. DO NOT MOUNT RECEPTACLES/SWITCHES IN LOCATIONS THAT WOULD CONFLICT WITH MIRRORS, SEAMS OF WALLS, WAINSCOTS, TILE TRANSITIONS, ETC... 9. NEW BREAKERS SHALL MATCH EXISTING BREAKER TYPE AND AIC RATING OF PANELBOARD. CONTRACTOR SHALL VERIFY THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO HANDLE ADDITIONAL LOAD. IN THE EVENT THAT THE EXISTING PANEL CANNOT HANDLE THE ADDED LOAD, CONTACT THE ENGINEER OF RECORD PRIOR TO COMMENCMENT OF WORK. GENERAL NOTES SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE ELECTRICAL WORK. SITE EXAMINATION THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, CONDUIT, AND WIRING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE ELECTRICAL WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF CSA, ULC, NEC, ASTM, UL, ETL, NEMA, ANSI, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE CODES, THE HIGHEST STANDARD SHALL APPLY. ELECTRICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. PERMITS AND FEES THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE ELECTRICAL WORK. WARRANTY THE ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. LEED ALL WORK, MATERIALS AND EQUIPMENT SHALL MEE, REQUIREMENTS & CODE. IN CASE OF CONFLICT, TH STANDARD SHALL APPLY. CEI 1,1 ELJ TUKWILA MAR 3 9J 2g 6iJ PERMIT CENTER SEPARATE PERMITAND APPROVAL REQUIRED 1 ce 1 0 0 ca LL U) U) 1 co C) ce 0 1 0 1 U) STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz PROJECT ADDRESS: US W L;I STORE #: PROJECT #: 9319 21387-034 CASEWORK CONCEPT: ISSUE DATE: 03/30/18 100% DESIGN MANAGER: WENDY WU LEED0 AP: N/A PRODUCTION DESIGNER: HARGIS CHECKED BY: A. TURNER Revision Schedule Rev Date By Description SHEET TITLE ELECTRICAL NOTES SCALE: AS SHOWN SHEET NUMBER: E-0001 C:\Users\andrewt\Documents\HEI MEP Interurban Ave R17 andrewt.rvt 3/28/2018 2:06:16 PM ELECTRICAL SECTION 260519 - LOW -VOLTAGE (600V OR LESS) ELECTRICAL POWER CONDUCTORS AND CABLES 1.1 MATERIALS A. CONDUCTORS AND CABLES: 1. CONDUCTORS: COPPER. 2. CONDUCTOR INSULATION: TYPE THHN/THWN-2, TYPE XHHW-2, TYPE USE AND TYPE SO. 3. MULTICONDUCTOR CABLE: METAL -CLAD CABLE, TYPE MC WITH GROUND WIRE. 1.2 CONDUCTOR MATERIAL APPLICATIONS A. FEEDERS: COPPER. SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG AND LARGER. B. BRANCH CIRCUITS: COPPER. SOLID FOR NO. 12 AWG AND SMALLER; STRANDED FOR NO. 10 AWG AND LARGER, EXCEPT VFC CABLE, WHICH SHALL BE EXTRA FLEXIBLE STRANDED. 1.3 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. SERVICE ENTRANCE: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY. B. EXPOSED FEEDERS: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY. D. FEEDERS CONCEALED IN CONCRETE, BELOW SLABS -ON -GRADE, AND UNDERGROUND: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY. E. EXPOSED BRANCH CIRCUITS, INCLUDING IN CRAWLSPACES: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY. F. BRANCH CIRCUITS CONCEALED IN CEILINGS, WALLS, AND PARTITIONS: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY. G. BRANCH CIRCUITS CONCEALED IN CONCRETE, BELOW SLABS -ON -GRADE, AND UNDERGROUND: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY. H. CORD DROPS AND PORTABLE APPLIANCE CONNECTIONS: TYPE SO, HARD SERVICE CORD WITH STAINLESS -STEEL, WIRE -MESH, STRAIN RELIEF DEVICE AT TERMINATIONS TO SUIT APPLICATION. 1.4 FIELD QUALITY CONTROL A. TESTING: BY CONTRACTOR. END OF SECTION 260519 ELECTRICAL SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 1.1 QUALITY ASSURANCE A. QUALITY STANDARD FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT: UL 467. 1.2 PRODUCTS A. INSULATED CONDUCTORS: COPPER WIRE OR CABLE. B. BARE COPPER CONDUCTORS: 1. SOLID CONDUCTORS. 2. STRANDED CONDUCTORS. 3. TINNED CONDUCTORS. 4. STRANDED BONDING CONDUCTORS. 5. COPPER TAPE BRAIDED BONDING JUMPERS. 6. TINNED -COPPER BRAIDED BONDING JUMPERS. C. CONNECTORS: BOLTED AND EXOTHERMIC -WELDED TYPE. D. GROUNDING ELECTRODES: 1. GROUND RODS: COPPER -CLAD STEEL, SECTIONAL TYPE WITH GROUND WELL AND COVER. 1.3 FIELD QUALITY CONTROL A. GROUND RESISTANCE TESTING: BY CONTRACTOR -ENGAGED AGENCY. END OF SECTION 260526 ELECTRICAL SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 1.1 PERFORMANCE REQUIREMENTS A. DESIGN SUPPORTS FOR MULTIPLE RACEWAYS CAPABLE OF SUPPORTING COMBINED WEIGHT OF SUPPORTED SYSTEMS AND ITS CONTENTS. B. DESIGN EQUIPMENT SUPPORTS CAPABLE OF SUPPORTING COMBINED OPERATING WEIGHT OF SUPPORTED EQUIPMENT AND CONNECTED SYSTEMS AND COMPONENTS. 1.2 PRODUCTS A. SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS: 1. STEEL SLOTTED SUPPORT SYSTEMS WITH METALLIC COATINGS. 2. NONMETALLIC SLOTTED SUPPORT SYSTEMS. 3. RACEWAY AND CABLE SUPPORTS. 4. STEEL AND MALLEABLE -IRON CONDUIT AND CABLE HANGERS, CLAMPS, AND ASSOCIATED ACCESSORIES. 5. SUPPORT FOR NON -ARMORED CONDUCTORS AND CABLES IN VERTICAL CONDUIT RISERS. 6. STRUCTURAL STEEL FOR FABRICATED SUPPORTS AND RESTRAINTS. 7. MOUNTING, ANCHORING, AND ATTACHMENT COMPONENTS: a. POWDER -ACTUATED FASTENERS. b. MECHANICAL -EXPANSION ANCHORS. c. CONCRETE INSERTS. d. CLAMPS FOR ATTACHMENT TO STEEL STRUCTURAL ELEMENTS. e. ALL STEEL, SPRINGHEAD TOGGLE BOLTS. f. THREADED HANGER RODS. B. FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES: WELDED OR BOLTED STEEL SHAPES. END OF SECTION 260529 ELECTRICAL SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS 1.1 QUALITY ASSURANCE A. COMPLY WITH ANSI A13.1 AND IEEE C2. 1.2 PRODUCTS A. POWER AND CONTROL RACEWAY IDENTIFICATION: VINYL LABELS. B. POWER AND CONTROL CABLE IDENTIFICATION: VINYL LABELS. C. CONDUCTOR IDENTIFICATION: COLOR -CODING CONDUCTOR TAPE / SELF-ADHESIVE, SELF -LAMINATING POLYESTER LABELS. D. FLOOR MARKING TAPE: 2-INCH- (50-MM-) WIDE PRESSURE -SENSITIVE VINYL TAPE. F. WARNING LABELS AND SIGNS: SELF-ADHESIVE WARNING LABELS. G. INSTRUCTION SIGNS: ENGRAVED, LAMINATED ACRYLIC OR MELAMINE PLASTIC. H. EQUIPMENT IDENTIFICATION LABELS: ENGRAVED, LAMINATED ACRYLIC OR MELAMINE PLASTIC. END OF SECTION 260553 ELECTRICAL SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 MATERIALS A. METAL CONDUITS, TUBING, AND FITTINGS: 1. GRC. 2. EMT. 3. FMC: ZINC -COATED STEEL. 4. LFMC. 5. FITTINGS: a. EMT: STEEL, SETSCREW OR COMPRESSION TYPE. b. EXPANSION FITTINGS. B. NONMETALLIC CONDUITS, TUBING, AND FITTINGS: 1. RNC. 2. FITTINGS: MATCH CONDUIT. 3. SOLVENT CEMENTS AND ADHESIVE PRIMERS SHALL HAVE A VOC CONTENT OF 510 AND 550 G/L OR LESS, RESPECTIVELY. C. METAL WIREWAYS AND AUXILIARY GUTTERS: SHEET METAL WITH HINGED COVERS. D. SURFACE METAL RACEWAYS: METAL, GALVANIZED STEEL, WITH SNAP -ON COVERS. E. BOXES, ENCLOSURES, AND CABINETS: 1. METAL OUTLET AND DEVICE BOXES: FERROUS ALLOY. 2. METAL FLOOR BOXES: CAST METAL OR SHEET METAL, FULLY ADJUSTABLE. 3. LUMINAIRE OUTLET BOXES: NONADJUSTABLE, DESIGNED FOR ATTACHMENT OF LUMINAIRE WEIGHING 50 LB (23 KG). 4. SMALL SHEET METAL PULL AND JUNCTION BOXES. 5. CAST -METAL ACCESS, PULL, AND JUNCTION BOXES. 6. BOX EXTENSIONS. 7. GANGABLE BOXES ARE PROHIBITED. 8. HINGED -COVER ENCLOSURES: METAL. 9. CABINETS: GALVANIZED STEEL. F. HANDHOLES AND BOXES FOR EXTERIOR UNDERGROUND WIRING: POLYMER CONCRETE WITH POLYMER -CONCRETE FRAME AND COVER, PROTOTYPE TESTED FOR COMPLIANCE WITH SCTE 77. 1. CONFIGURATION: INTEGRAL CLOSED BOTTOM. 2. WEATHERPROOF COVER. 3. COVER LEGEND: ["ELECTRIC."] <INSERT LEGEND>. 1.2 RACEWAY APPLICATION A. OUTDOORS: 1. EXPOSED: GRC. 2. CONCEALED, ABOVEGROUND: RNC, TYPE EPC-40-PVC. 3. UNDERGROUND: RNC, TYPE EPC-40-PVC, DIRECT BURIED. 4. CONNECTION TO VIBRATING EQUIPMENT: LFMC. 5. BOXES AND ENCLOSURES, ABOVEGROUND: TYPE 3R OR TYPE 4. B. INDOORS: 1. EXPOSED, NOT SUBJECT TO PHYSICAL DAMAGE: GRC. 2. EXPOSED, NOT SUBJECT TO SEVERE PHYSICAL DAMAGE: EMT. 3. CONCEALED: EMT. 4. CONNECTION TO VIBRATING EQUIPMENT: FMC, EXCEPT LFMC IN DAMP OR WET LOCATIONS. 5. DAMP OR WET LOCATIONS: GRC. 6. BOXES AND ENCLOSURES: TYPE 1, EXCEPT TYPE 4 NONMETALLIC IN DAMP OR WET LOCATIONS. C. MINIMUM RACEWAY SIZE: 1/2-INCH (16-MM) TRADE SIZE. D. RACEWAY FITTINGS: COMPATIBLE WITH RACEWAYS AND SUITABLE FOR USE AND LOCATION. 1. RIGID AND INTERMEDIATE STEEL CONDUIT: THREADED RIGID STEEL CONDUIT FITTINGS. 2. PVC EXTERNALLY COATED, RIGID STEEL CONDUITS: FITTINGS LISTED FOR USE WITH THIS TYPE OF CONDUIT. 3. EMT: SETSCREW STEEL FITTINGS. 4. FLEXIBLE CONDUIT: FITTINGS LISTED FOR USE WITH FLEXIBLE CONDUIT. END OF SECTION 260533 ELECTRICAL SECTION 260544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING 1.1 MATERIALS A. SLEEVES: 1. SCHEDULE 40 STEEL PIPE. 2. CAST-IRON PIPE. 3. GALVANIZED -STEEL SHEET FOR CONDUITS PENETRATING NON -FIRE -RATED GYPSUM -BOARD ASSEMBLIES. 4. MOLDED -PE OR -PP PIPE. 5. GALVANIZED -STEEL SHEET FOR RECTANGULAR OPENINGS. B. SLEEVE -SEALS: 1. EPDM RUBBER SEALING ELEMENTS. 2. CARBON -STEEL PRESSURE PLATES. 3. CARBON -STEEL, WITH CORROSION -RESISTANT COATING CONNECTING BOLTS AND NUTS. C. HYDRAULIC -CEMENT GROUT. D. SILICONE SEALANTS: 1. SINGLE -COMPONENT, SILICONE -BASED, NEUTRAL -CURING ELASTOMERIC SEALANT. 2. MULTICOMPONENT, SILICONE -BASED LIQUID ELASTOMERIC NONSHRINKING FOAM. 3. VOC CONTENT OF 250 G/L OR LESS. END OF SECTION 260544 ELECTRICAL SECTION 260923 - LIGHTING CONTROL DEVICES 1.1 PRODUCTS A. TIME SWITCHES: ELECTRONIC, PROGRAMMABLE UNITS, WITH SINGLE CHANNEL; ASTRONOMIC TIME, SEVEN-DAY PROGRAMMABLE WITH MINIMUM 8 ON/OFF SET POINTS PER 24 HOUR SCHEDULE. B. OUTDOOR PHOTOELECTRIC SWITCHES: SOLID STATE, WITH DRY CONTACTS, 15-SECOND TIME DELAY, AND METAL -OXIDE VARISTOR SURGE PROTECTION. C. DAYLIGHT -HARVESTING SWITCHING CONTROLS: CEILING MOUNTED WITH ADJUSTABLE TIME DELAY AND SET -POINTS. D. INDOOR OCCUPANCY SENSORS: DUAL -TECHNOLOGY TYPE, WITH SEPARATE, EXTERNALLY MOUNTED RELAY UNIT. E. SWITCHBOX-MOUNTED OCCUPANCY SENSORS. F. LIGHTING CONTACTORS: ELECTRICALLY OPERATED AND MECHANICALLY HELD, WITH NONFUSED DISCONNECT IN NEMA 250 ENCLOSURE. PROVIDE WITH CONTROL AND PLOT DEVICES AS INDICATED IN PLANS. G. EMERGENCY SHUNT RELAY: NORMALLY CLOSED, ELECTRICALLY HELD, ARRANGED FOR WIRING IN PARALLEL WITH MANUAL SWITCHING CONTACTS. H. CONTROL CABLES: 1. POWER CABLES: NOT SMALLER THAN NO. 12 AWG. 2. CLASSES 2 AND 3 CONTROL CABLES: STRANDED -COPPER CONDUCTORS, NOT SMALLER THAN NO. 18 AWG. 3. CLASS 1 CONTROL CABLES: STRANDED -COPPER CONDUCTORS, NOT SMALLER THAN NO. 14 AWG. END OF SECTION 260923 ELECTRICAL SECTION 262416 - PANELBOARDS 1.1 QUALITY ASSURANCE A. MANUFACTURER QUALIFICATIONS: ISO 9001 OR 9002 CERTIFIED. 1.2 PRODUCTS A. GENERAL REQUIREMENTS FOR PANELBOARDS: 1. CONSTRUCTED TO WITHSTAND SEISMIC FORCES. 2. ENCLOSURES: SURFACE MOUNTED. a. FRONT: HINGED COVER WITH KEY LOCK. b. OPTIONAL ENCLOSURE FEATURES: SKIRT FOR SURFACE -MOUNTED PANELBOARDS. c. DIRECTORY CARD. 3. INCOMING MAINS: CONVERTIBLE BETWEEN TOP AND BOTTOM. 4. PHASE, NEUTRAL AND GROUND BUSES: TIN-PLATED COPPER. 5. CONDUCTOR CONNECTORS: a. MATERIAL: TIN-PLATED COPPER. b. MAIN AND NEUTRAL LUGS: MECHANICAL TYPE. c. FEED -THROUGH LUGS: MECHANICAL TYPE. 6. PERCENTAGE OF FUTURE SPACE CAPACITY: FIFTEEN PERCENT. 7. SERVICE EQUIPMENT LABEL FOR PANELBOARDS INCORPORATING ONE OR MORE MAIN SERVICE DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES. B. PANELBOARD OR LOAD CENTER SHORT-CIRCUIT CURRENT RATING: FULLY RATED TO INTERRUPT SYMMETRICAL SHORT-CIRCUIT CURRENT AVAILABLE AT TERMINALS. LISTED SERIES RATED SYSTEM MAY BE USED IF APPROVED BY FOR TO LIMIT FAULT TO BELOW 22K AIC FOR GFI BREAKERS. 1. MAINS: LUGS ONLY. 3. BRANCH OVERCURRENT PROTECTIVE DEVICES FOR CIRCUIT -BREAKER FRAME SIZES LARGER THAN 125 A: BOLT -ON CIRCUIT BREAKERS. C. LIGHTING AND APPLIANCE BRANCH -CIRCUIT PANELBOARDS: 1. MAINS: LUGS ONLY. 2. BRANCH OVERCURRENT PROTECTIVE DEVICES: PLUG-IN CIRCUIT -BREAKER TYPE. 3. DOORS: CONCEALED HINGE. D. LOAD CENTERS: 1. MAINS: LUGS ONLY. 2. BRANCH CIRCUIT BREAKERS: PLUG-IN. 3. DOORS: CONCEALED HINGE. 4. CONDUCTOR CONNECTORS: MECHANICAL TYPE. E. DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES: 1. CIRCUIT BREAKERS: ADJUSTABLE INSTANTANEOUS -TRIP TYPES. 2. GFI CIRCUIT BREAKERS: RATED FOR PERSONNEL. 3. AFC! CIRCUIT BREAKERS: AS REQUIRED BY CODE. 4. OPTIONS AND TYPES AS NEEDED. F. IDENTIFICATION: 1. PANELBOARD LABELS: MANUFACTURER'S NAME AND TRADEMARK, VOLTAGE, AMPERAGE, NUMBER OF PHASES, ARC FLASH HAZARD, AND NUMBER OF POLES SHALL BE LOCATED ON THE INTERIOR OF THE PANELBOARD DOOR. 2. BREAKER LABELS: FACEPLATE SHALL LIST CURRENT RATING, UL AND IEC CERTIFICATION STANDARDS, AND AIC RATING. 3. CIRCUIT DIRECTORY: DIRECTORY CARD INSIDE PANELBOARD DOOR, MOUNTED IN TRANSPARENT CARD HOLDER. G. ACCESSORIES: 1. ACCESSORY SET INCLUDING TOOLS. 2. PORTABLE TEST SET: FOR TESTING FUNCTIONS OF SOLID-STATE TRIP DEVICES WITHOUT REMOVING FROM PANELBOARD. 1.3 FIELD QUALITY CONTROL A. TESTING: BY CONTRACTOR. END OF SECTION 262416 ELECTRICAL SECTION 262713 - ELECTRICITY METERING 1.1 EQUIPMENT FOR ELECTRICITY METERING BY UTILITY COMPANY A. UTILITY -COMPANY -COMPLIANT CURRENT -TRANSFORMER CABINETS: COMPLY WITH REQUIREMENTS OF ELECTRICAL -POWER UTILITY COMPANY. B. METER SOCKETS: COMPLY WITH REQUIREMENTS OF ELECTRICAL -POWER UTILITY COMPANY. END OF SECTION 262713 ELECTRICAL SECTION 262726 - WIRING DEVICES 1.1 PRODUCTS A. RECEPTACLES: DUPLEX, 125 V, 20 A. 1. STRAIGHT BLADE: CONVENIENCE AND ISOLATED GROUND. 2. GFCI: FEED THROUGH. 3. TWIST -LOCKING TYPE WITH ISOLATED -GROUND TERMINAL. B. PENDANT CORD -CONNECTOR DEVICES WITH EXTERNAL CABLE GRIP. C. CORD AND PLUG SETS: MATCH VOLTAGE AND CURRENT RATINGS AND NUMBER OF CONDUCTORS TO REQUIREMENTS OF EQUIPMENT BEING CONNECTED. D. TOGGLE SWITCHES: 120/277 V, 20 A. 1. PILOT -LIGHT SWITCHES. 2. KEY -OPERATED SWITCHES. E. WALL -BOX DIMMERS: 1. MODULAR, FULL -WAVE, SOLID-STATE UNITS WITH SLIDER CONTROL. a. INCANDESCENT: SOFT TAP OR OTHER QUIET SWITCH; EMI/RFI FILTER TO ELIMINATE INTERFERENCE. b. FLUORESCENT: TRIM POTENTIOMETER FOR LOW -END DIMMING. c. LED: COMPATIBLE WITH LED DRIVER OR LAMP. F. WALL PLATES: 1. MATERIAL FOR WORKROOM: THERMOPLASTIC WITH COLOR PER STARBUCKS. 2. MATERIAL FOR BAR: SATIN -FINISHED STAINLESS STEEL. 3. MATERIAL FOR CUSTOMER AREAS: THERMOPLASTIC WITH COLOR OPTION PER STARBUCKS. G. FLOOR SERVICE FITTINGS: MODULAR, (DUAL SERVICE IF NEEDED), WITH POWER RECEPTACLE (AND VOICE AND DATA COMMUNICATION OUTLET IF NEEDED). 1. TYPE: FLUSH. 2. SERVICE PLATE: RECTANGULAR. 3. VOICE AND DATA COMMUNICATION OUTLET: TWO MODULAR, KEYED, RJ-45 JACKS. H. POKE -THROUGH ASSEMBLIES: BELOW -FLOOR JUNCTION BOX WITH MULTICHANNELED, THROUGH -FLOOR RACEWAY/FIRESTOP AND DETACHABLE FLOOR SERVICE -OUTLET ASSEMBLY. 1. SERVICE -OUTLET ASSEMBLY: SURFACE TYPE. 2. SIZE: 3 INCHES (75 MM). I. MULTIOUTLET ASSEMBLIES: MANUFACTURED AND LISTED METAL RACEWAYS. J. SERVICE POLES: TO EXTEND POWER AND VOICE AND DATA COMMUNICATION WIRING FROM DISTRIBUTION WIRING IN CEILING TO DEVICES OR OUTLETS IN POLE NEAR FLOOR. 1. FINISH: ANODIZED ALUMINUM. 2. POWER RECEPTACLES: TWO, DUPLEX, 20 A. 3. VOICE AND DATA COMMUNICATION OUTLETS: TWO CATEGORY 5E JACKS. K. FINISHES: 1. CONNECTED TO NORMAL POWER SYSTEM: COLOR TO MATCH WALL PLATE. 2. CONNECTED TO EMERGENCY POWER SYSTEM: RED. 3. ISOLATED -GROUND RECEPTACLES: ORANGE. END OF SECTION 262726 ELECTRICAL SECTION 262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS 1.1 PRODUCTS A. FUSIBLE SWITCHES: 1. GENERAL DUTY, SINGLE THROW, [240-V] [600V] AC, 800 A AND SMALLER: UL 98 AND NEMA KS 1/NEMA 3R , TYPE GD. 2. ACCESSORIES: a. EQUIPMENT GROUND KIT. b. NEUTRAL KIT. c. ISOLATED GROUND KIT. d. CLASS R FUSE KIT. e. AUXILIARY CONTACT KIT. f. HOOKSTICK HANDLE. g. LUGS: MECHANICAL. h. SERVICE -RATED SWITCHES. i. ACCESSORY CONTROL POWER. B. NONFUSIBLE SWITCHES: 1. GENERAL DUTY, SINGLE THROW, [240-V] [600V] AC, 600 A AND SMALLER: UL 98 AND NEMA KS 1/NEMA 3R, TYPE GD. 2. ACCESSORIES: a. EQUIPMENT GROUND KIT. b. NEUTRAL KIT. c. ISOLATED GROUND KIT. c. AUXILIARY CONTACT KIT. e. HOOKSTICK HANDLE. f. LUGS: MECHANICAL. g. ACCESSORY CONTROL POWER. C. MOLDED -CASE CIRCUIT BREAKERS: 1. THERMAL -MAGNETIC TYPE. 2. ADJUSTABLE INSTANTANEOUS -TRIP TYPE. 3. ELECTRONIC -TRIP TYPE. 4. CURRENT -LIMITING TYPE. 5. INTEGRALLY FUSED TYPE. 6. GFCI TYPE. 7. GFEP TYPE. 8. FEATURES AND ACCESSORIES: a. LUGS: MECHANICAL. b. TYPE SWD FOR SWITCHING FLUORESCENT LIGHTING LOADS. c. TYPE HID FOR FEEDING FLUORESCENT AND HIGH -INTENSITY DISCHARGE LIGHTING CIRCUITS. d. GROUND -FAULT PROTECTION: INTEGRALLY MOUNTED, SELF -POWERED TYPE. e. SHUNT TRIP. f. UNDERVOLTAGE TRIP: 35 TO 75 PERCENT OF RATED VOLTAGE WITHOUT INTENTIONAL TIME DELAY. g. AUXILIARY CONTACTS: ONE SPDT SWITCH. h. ALARM SWITCH: ONE NC CONTACT. i. KEY INTERLOCK KIT. j. ZONE -SELECTIVE INTERLOCKING: INTEGRAL WITH GROUND -FAULT TRIP. k. ELECTRICAL OPERATOR. I. ACCESSORY CONTROL POWER. 9. HACR TYPE FOR HVAC LOADS. D. MOLDED -CASE SWITCHES: 1. MCCB WITH FIXED, HIGH -SET INSTANTANEOUS TRIP ONLY, AND SHORT-CIRCUIT WITHSTAND RATING EQUAL TO EQUIVALENT BREAKER FRAME SIZE INTERRUPTING RATING. 2. FEATURES AND ACCESSORIES: a. LUGS: MECHANICAL. b. GROUND -FAULT PROTECTION: REMOTE -MOUNTED AND POWERED TYPE. c. SHUNT TRIP. d. UNDERVOLTAGE TRIP: 35 TO 75 PERCENT OF RATED VOLTAGE WITHOUT INTENTIONAL TIME DELAY. e. AUXILIARY CONTACTS: ONE SPDT SWITCH. f. ALARM SWITCH: ONE NC CONTACT. g. KEY INTERLOCK KIT. h. ZONE -SELECTIVE INTERLOCKING: INTEGRAL WITH REMOTE GROUND -FAULT TRIP UNIT. i. ELECTRICAL OPERATOR. j. ACCESSORY CONTROL POWER. E. ENCLOSURES: 1. INDOOR, DRY AND CLEAN LOCATIONS: NEMA 250, TYPE 1. 2. OUTDOOR LOCATIONS: NEMA 250, TYPE 3R. 1.2 FIELD QUALITY CONTROL A. TESTING: BY CONTRACTOR. 1.3 ADJUSTING A. SET FIELD -ADJUSTABLE CIRCUIT -BREAKER TRIP RANGES. END OF SECTION 262816 RECEIVED CITY OF TUKWILA F, � VAR P1tj PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED C) F 0 0 oe 0 LL 1 w 0 0 0 1 F- 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz H PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: LEED® AP: 9319 21387-034 03/30/18 100% WENDY WU N/A PRODUCTION DESIGNER: HARGIS CHECKED BY: A. TURNER Revision Schedule Rev Date By Description SHEET TITLE ELECTRICAL OUTLINE SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER: E-0002 C:\Users\andrewt\Documents\HEI MEP Interurban Ave R17 andrewt.rvt 3/28/2018 2:06:20 PM 0 ELECTRICAL DESIGN PLAN - 1ST FLOOR Scale: 1/4" = 1'-0" SHEET NOTES 1. PROVIDE POWER AND DATA OUTLETS AT 75" AFF. CENTERED BEHIND EACH MENU BOARD. 2. MOUNT REFRIGERATOR/FREEZER RECEPTACLES AT 84" AFF. VERIFY ALL CONNECTIONS AND REQUIREMENTS WITH MANUFACTURER. 3. PROVIDE POWER AND DATA OUTLETS AT 12" AFF AND 6" IN FROM THE LEFT SIDE OF THE CHILLED FOOD CASE. ELECTRICAL DESIGN PLAN NOTES A. REFER TO ELECTRICAL DETAIL SHEETS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL DEVICES. B. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL VOLTAGE REQUIREMENTS ON ALL EQUIPMENT AND PROVIDING BUCK -BOOST TRANSFORMERS AS MAY BE NEEDED FOR CODE. ALL ARE NOT NECESSARILY INDICATED. C. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH PLUMBING AND HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) CONTRACTORS FOR ANY ADDITIONAL EQUIPMENT NEEDING POWER. D. ANY EQUIPMENT NOTED AS 'FUTURE' SHALL BE PROVIDED WITH APPROPRIATE RECEPTACLES AND WIRING TO ENABLE FUTURE OPERATION. E. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) BREAKERS (NOT RECEPTACLES) SHALL BE UTILIZED WHERE REQUIRED BY CODE AND AT ANY FLOOR BOXES. PROVIDE DEDICATED NEUTRAL WIRE FOR ALL THESE CIRCUITS. F. EQUIPMENT REQUIRES CONNECTION TO THE BUILDING ELECTRICAL SYSTEM. FURNISH AND INSTALL ALL NECESSARY CONDUIT, WIRE, CONNECTIONS, RECEPTACLES AND OVERCURRENT PROTECTION NECESSARY TO ENSURE THE EQUIPMENT FUNCTIONS PROPERLY AND COMPLIES WITH ALL APPLICABLE LOCAL AND NATIONAL CODES. COORDINATE EQUIPMENT REQUIREMENTS WITH MANUFACTURER CUT SHEET PRIOR TO ROUGH -IN. G. ALL FRONT BAR J-BOXES AND OUTLETS SHALL BE SURFACE MOUNTED. PROVIDE CONDUITS AS NEEDED AND ONE (1) ADDITIONAL SPARE CONDUIT BETWEEN ALL J-BOXES FOR FUTURE ELECTRICAL REQUIREMENTS. ALL J-BOXES SHALL BE POSITIONED TO AVOID OBSTRUCTION OF ANY EQUIPMENT SUCH AS REFRIGERATORS AND DISHWASHERS. H. REFERENCE LANDLORD WORK LETTER FOR DIVISION OF ELECTRICAL SCOPE OF WORK AND COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER. I. NEW BREAKERS SHALL MATCH EXISTING BREAKER TYPE AND AIC RATING OF PANELBOARD. J. CONTRACTOR SHALL VERIFY THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO HANDLE ADDITIONAL LOAD. IN THE EVENT THAT THE EXISTING PANEL CANNOT HANDLE THE ADDED LOAD, CONTACT THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. NOTE: GC TO VERIFY EXISTING ELECTRICAL AND PLUMBING FLOOR PENETRATIONS, FLOOR SINKS, CLEANOUTS, ETC. AND COORDINATE RE -USE OF PENETRATIONS PRIOR TO PROCEEDING WITH DEMOLITION. RECEIVED CITY OF TUKWILA \R 3 0 2sb3 PERMIT CENTER 1 AI Scale: 1/4" =1'-0" Wiz PARATE RMIT AND APPROVAL REQUIRED 1 0 0 0 0 Ci w U) U) A U) w 0 0 CI 0 I 1 U) 0 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz 1 PROJECT ADDRESS: uj U STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: LEEDD AP: 9319 21387-034 03/30/18 100% WENDY WU N/A PRODUCTION DESIGNER: HARGIS CHECKED BY: A. TURNER Revision Schedule Rev Date By Description SHEET TITLE ELECTRICAL DESIGN PLAN SCALE: AS SHOWN SHEET NUMBER: E-1101 C:\Users\andrewt\Documents\HEI MEP Interurban Ave R17 andrewt.rvt 3/28/2018 2:06:22 PM 0 0 0 0 rSD : 1144 12d46 L 1R96 1 14 3 1443 0 r� 0 iSD} i L L 12 4 6/ SD; • 0 SD', ISO; :a— L 11443 12947 11L43 1294 II \) La 0 11443 0 12947 11443 0 L 2949 14516 L 11443 0 .I L 2949 REFLECTED CEILING PLAN - 1ST FLOOR Scale: 1/4" = 11-0" SHEET NOTES 1. NEW TRACK LIGHTING. PROVIDE ALL NECESSARY CONDUIT, J-BOXES, CONNECTIONS ETC. TO ALLOW FOR A COMPLETE AND OPERABLE SYSTEM. INTSALL PAR 20 BULB (DID 14516) IN ALL NEW TRACK FIXTURES. CONNECT LIGHTING TO EXISTING LIGHTING CIRCUIT AND LIGHTING CONTROL. LIGHTING DESIGN PLAN NOTES A. ALL FIXTURES IN WORK ROOM, BACK AND FRONT LINE, ABOVE CONDIMENT CART, AND ANY OTHER AREAS WHERE EXPOSED FOOD, CLEAN EQUIPMENT OR UTENSILS, OR UNWRAPPED SINGLE SERVICE ITEMS WILL BE EXPOSED, SHALL HAVE SHATTERPROOF LAMPS IF THE FIXTURE IS NOT LENSED. ARCHITECT OF RECORD TO INCLUDE APPROPRIATE LAMPS / FIXTURES ON DRAWINGS AND SCHEDULES, AND COMPLY WITH ANY ADDITIONAL JURISDICTIONAL LIGHTING REQUIREMENT. B. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR FIXTURES/SUPPORTS. C. CENTER EMERGENCY/EXIT LIGHTS ABOVE DOORS, UNLESS OTHERWISE NOTED. D. ADJUST FOCUS OF ALL TRACK AND RECESSED DIRECTIONAL LIGHTING TO FULLY ILLUMINATE ALL ARTWORK, MENU BOARDS, AND MERCHANDISE BAYS. E. IF PENDANT CYLINDERS CAN SUSPENDED LENGTH EXCEEDS 4811(1220MM) FROM CEILING, REPLACE WITH SURFACE MOUNTED CYLINDER CANS AND SUSPEND WITH GENERAL CONTRACTOR SUPPLIED CONDUIT AND J-BOX TO DIMENSIONED HEIGHT. F. ALL EMERGENCY/EXIT LIGHTS TO BE WIRED AHEAD OF ANY CONTROLS. LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS LAMP 14516 38 LED PAR 20 500LM 2700K SPOT - BLACK SB GC SCONCE 16590 2 SCONCE - BEAKER DOUBLE - BLACK SB GC (2) LED EDISON T10 100LM (INCLUDED), OR EQUAL TRACK 11443 38 TRACK - FIXTURE ENCLOSED - 3.5IN 90MM - BLACK SB GC (1) 14516 - LED PAR 20 500LM SPOT BLACK, OR EQUAL 12946 4 TRACK - WITH CONNECTORS - 4FT 122CM - BLACK SB GC 12947 3 TRACK - WITH CONNECTORS - 8FT 244CM - BLACK SB GC 12949 2 TRACK - WITH CONNECTORS - 12FT 365CM - BLACK SB GC RECEIVED CITY OF TUKWILA MAR J 0 2 PERMIT CENTER 1 AI Scale: 1/4" = 1'-0" EPARATE PERMIT AND APPROVAL REQUIRED 0 fig 0 w (i) 111111.111111 1 ct) 0 0 0 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz PROJECT ADDRESS: W zco Qoo c Q co co � J CD =D STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: LEED® AP: PRODUCTION DESIGNER: CHECKED BY: 9319 21387-034 03/30/18 100% WENDY WU N/A HARGIS A. TURNER Revision Schedule Rev Date By Description SHEET TITLE LIGHTING DESIGN PLAN SCALE: AS SHOWN SHEET NUMBER: E-1104 C:\Users\andrewt\Documents\HEI MEP Interurban Ave R17 andrewt.rvt 3/28/2018 2:06:25 PM POWER - JUNCTION BOX FOR FOODCASE. HARDWIRE EQUIPMENT CONNECTION. PROVIDE SEPERATE (1) 120V 15A AND (1) 220V 20A DEDICATED CIRCUITS COUNTERTOP POWER AND DATA RECEPTACLES - DUPLEX RECEPTACLE FOR LABELER AT 18" (460MM) AFF - DEDICATED POS DUPLEX RECEPTACLE AT 18" (460MM) AFF - JUNCTION BOX FOR PHONE AT 18" (460MM) AFF - DATA JUNCTION BOX FOR POS AND CUP LABELER FOR MOBILE ORDER AND PAY AT 18" (460MM) AFF - DOUBLE DUPLEX RECEPTACLE AT 18" (460MM) AFF 18"X3" (460MMX75MM) STUB -UP PENETRATION AREA. SUPPLY POWER, DATA, AND PHONE CONDUITS FOR POS, AND POWER CONDUIT FOR PASTRY CASE. SEE ELECTRICAL DESIGN PLAN FOR FINAL LOCATION ELECTRICAL - POS scale: 3/4" = 1'-0" RECEPTACLE FOR INSTANT HOT WATER TAP AT 26" AFF (2) DATA PORTS AT 26" (660MM) AFF FOR FUTURE USE. ELECTRICAL - ESP 2 Scale: 3/4" = 1'-0" FURNISH AND INSTALLNEMA_6- 30R REC TACLE-IUBBEL HBL9330 ERIES 0 EQUAL AT 3 AFF. ROUTE 3/4" CONDUIT-(3)#10 AND (1)#10 GROUND FROM MACHINE BACK TO PANEL. FURNISH AND INSTALL NEMA 6- 30P ANGLED PLUG, HUBBELL HBL9331 SERIES OR EQUAL FURNISH AND INSTALL NEMA 6- 30R RECEPTACLE HUBBEL HBL9330 SERIES OR EQUAL AT 30" AFF. ROUTE 3/4" CONDUIT-(3)#10 AND (1)#10 GROUND FROM MACHINE BACK TO PANEL. FURNISH AND INSTALL NEMA 6- 30P ANGLED PLUG, HUBBELL HBL9331 SERIES OR EQUAL 0 ELECTRICAL - ESP RECEPTACLE FOR INSTANT HOT WATER TAP AT 26" AFF QUADPLEX RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AT 26" A.F.F. (2) DATA PORTS AT 26" (660MM) AFF FOR FUTURE USE. (2) POWER & (2) DATA PORTS FOR CUP LABELERS; PROVIDE ISOLATED GROUND AND BACKBOX FOR LAN CONNECTION AT 26" A.F.F. QUADPLEX RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AT 26" A.F.F. (2) DATA PORTS AT 26" (660MM) AFF FOR FUTURE USE. RECEPTACLE FOR INSTANT HOT WATER TAP AT 26" AFF QUADPLEX RECEPTACLE FOR GRINDER/SCALE AT 26" A.F.F. PROVIDE (1) 20A/1P BREAKER, #12, #12G, 3/4"C. DATA PORT AT 26" (660MM) AFF FOR FUTURE USE. DEDICATED, NEMA 14-50R RECEPTACLE AT 26" AFF, 3/4"C-3#6 AND 1#10 GROUND, CONTRACTOR TO PROVIDE A NEMA 15-50P CORD CAP FOR THE BREWER, BRYANT OR EQUAL DATA PORT AT 26" (660MM) AFF FOR FUTURE USE. RECEPTACLES FOR COFFEE WARMERS AND FUTURE USE AT 26" AFF PROVIDE (1) 20A/1P BREAKER, #12, #12G, 3/4"C. (2) DATA PORTS AT 26" (660MM) AFF FOR FUTURE USE. RECEPTACLE FOR INSTANT HOT WATER TAP AT 26" A.F.F. QUADPLEX RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AT 26" A.F.F. scale: 3/4" = 1'-0" QUADPLEX RECEPTACLE FOR U DE26" ACOUNTEF1REFRIGERATOR A 111 11 IL J J QUAD RECEPTACLE FOR TICKET PRINTER AND FUTURE UTSE AT 26" AFF (2) DATA PORTS AT 26" (660MM) AFF FOR TICKET PRINTER AND FUTURE USE. ELECTRICAL - BRW scale: 3/4" = 1'-0" (2) DATA PORTS AT 26" (660MM) AFF FOR FUTURE USE. RECEPTACLE FOR BLENDER AT 26" AFF POWER RECEPTACLE FOR RINSE SINK AT 26" AFF POWER AND DATA RECEPTACLES QUAD RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AND FUTURE USE 2-DATA PORT FOR FUTURE USE POWER AND DATA RECEPTACLES DEDICATED QUAD RECEPTACLE FOR TENDERING REGISTER AND EXPEDITOR POS DEDICATED QUAD RECEPTACLE FOR FUTURE USE (2) 2-DATA J-BOX POWER AND DATA RECEPTACLES (2) DEDICATED QUAD RECEPTACLE FOR DRIVE THRU TIMER MONITOR AND CONTROL UNIT 2-DATA J-BOX 2 2 ELECTRICAL - DT POS Scale: 3/4" = 1'-0" ELECTRICAL NOTES A. NEW BREAKERS SHALL MATCH EXISTING BREAKER TYPE AND AIC RATING OF PANELBOARD. B. CONTRACTOR SHALL VERIFY THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO HANDLE ADDITIONAL LOAD. IN THE EVENT THAT THE EXISTING PANEL CANNOT HANDLE THE ADDED LOAD, CONTACT THE ENGINEER OF RECORD PRIOR TO COMMENCMENT OF WORK. C. CONTRACTOR SHALL REUSE EXISTING ELECTRICAL PROVISIONS WHEREVER POSSIBLE. DISCONNECT AND RECONNECT AND/OR PROVIDE NEW AS REQUIRED. NOTE: GC TO VERIFY EXISTING ELECTRICAL AND PLUMBING FLOOR PENETRATIONS, FLOOR SINKS, CLEANOUTS, ETC. AND COORDINATE RE -USE OF PENETRATIONS PRIOR TO PROCEEDING WITH DEMOLITION. POWER AND DATA RECEPTACLES AT 26" (660 MM) AF.F. -NEMA 6-30R RECEPTACLE WITH 3/4"C-3#8 AND 1#10 GROUND, FOR WARMING -(2) DATA PORTS FOR FUTURE USE POWER & DATA RECEPTACLES AT 26" (660 MM) A.F.F. -QUADPLEX RECEPTACLE CUP LABELER AND FUTURE USE -DATA PORT FOR CUP LABELER -DATA PORT FOR FUTURE USE RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AT 26" (660 MM) A.F.F. NEMA 6-30R RECEPTACLE AT 26" (660 MM) A.F.F. WITH 3/4"C-3#8 AND 1#10 GROUND, FOR WARMING ELECTRICAL - WRM Scale: 3/4" = 1'-0" POWER AND DATA RECEPTACLES 0(2) DEDICATED RECEPTA LE FOR WIRELESS BASE AND SIGNAL PROC SSOR 02-DATA J-BOX 1 POWER AND DATA RECEP ACLES E ECEI E CITY OF TUKWILA PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017-05-18 HARGIS Hargis Engineers, Inc. 1201 Third Ave, Suite 600 Seattle, WA 98101 t 1 206.448.3376 f 1 206.448.4450 w I hargis.biz 1 PROJECT ADDRESS: STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: DESIGN MANAGER: LEEDd AP: 9319 21387-034 03/30/18 100% WENDY WU N/A PRODUCTION DESIGNER: HARGIS CHECKED BY: A. TURNER Revision Schedule Rev Date By Description SHEET TITLE ELECTRICAL DETAILS SCALE: AS SHOWN SHEET NUMBER: E-5002