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HomeMy WebLinkAboutPermit D12-294 - STARBUCKS - REMODELSTARBUCKS COFFEE 506 SOIJTHCENTER MALL D12-294 City ol/Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 506 SOUTHCENTER MALL TUKW Suite No: Project Name: STARBUCKS COFFEE Permit Number: D12 -294 Issue Date: 10/09/2012 Permit Expires On: 04/07/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: JERRIMI OLSEN Address: 10202 FIFTH AV NE , SEATTLE WA 98125 Contractor: Name: WILCOX CONSTRUCTION INC Address: 123 4TH AVE N , EDMONDS, WA 98020 Contractor License No: WILCOC* 19400 Lender: Name: SELF FUNDED - STARBUCKS Address: Phone: 206 -547 -1940 Phone: 425 774 -4185 Expiration Date: 12/10/2013 DESCRIPTION OF WORK: REMODEL EXISTING CAFE. REPLACE CEILING AND SOFFIT. REPLACE SECURITY GRILLE AND MALL/STORE ENTRY. Value of Construction: $140,000.00 Fees Collected: $2,977.64 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: II-B Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -294 Printed: 10 -09 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End 'rime: Private: Profit: N Private: Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not p construction or the performance of work. to this permit. Signature: Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Date: / b ' cf " ! Z This permit shall become null and void if the work is not commenced within 180 days from 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: ** *BUILDING DEPARTMENT CONDI'T`IONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with RISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. doc: IBC -7/10 D12-294 Printed: 10 -09 -2012 8: When special inspection is required, eitl he owner or the registered design professio m responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 12: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 13: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 14: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these doc: IBC -7/10 D12 -294 Printed: 10 -09 -2012 required surveys. (NFPA 10, 4 -3, 4 -4) • 25: Maintain fire extinguisher coverage throughout. • 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 27: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 28: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 35: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 36: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 39: Post address on storefront per approved Westfield standards. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -294 Printed: 10 -09 -2012 saw CITY OF TUKJ ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. �Ry Project No. QQ Date Application Accepted: "t "" %- LA-13 Date Application Expires: (For office use only)' CONSTRUCTION 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 ** SITE LOCATION Site Address: 506 Southcenter$tVL— a ( I Tenant Name: Starbucks Coffee King Co Assessor's Tax No.: 9202470010 PROPERTY OWNER Name: Jerrimi Olsen Name: Westfield, LLC City: Seattle State: WA Zip: 98125 Address: 2800 SouthCenter Email: jerrimio @kdw.net City: Seattle State: WA Zip: 98188 CONTACT PERSON — person receiving all project° communication Name: Jerrimi Olsen Address: 10202 5th Ave NE City: Seattle State: WA Zip: 98125 Phone: (206) 547 -1940 Fax: (206) 547 -8212 Email: jerrimio @kdw.net GENERAL CONTRACTOR INFORMATION Company Name: T,B,T) Vi k tpti) r,t�y' %� �� "1 i`� Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Q J%, On VI 1' 1 t Ii: Applications Forms- Applications On Line`201 1 Applications Permit Application Revised - K 9 -I 1.docx Revised'. August 2011 ■h Suite Number: 506 New Tenant: Floor: 1 ❑ Yes D .. No ARCHITECT OF RECORD Company Name: DCI Engineers Company Name: KDW Salas O'Brien Address: 818 Stewart Street, Suite 1000 Architect Name: Jerrimi Olsen Phone: (206) 332 -1900 Fax: (206) 332 -1600 Address: 10202 5th Ave NE City: S -TL. City: Seattle State: WA Zip: 98125 Phone: (206) 547 -1940 Fax: (206) 547 -8212 Email: jerrimio @kdw.net ENGINEER OF RECORD Company Name: DCI Engineers Engineer Name: Troy Bean Address: 818 Stewart Street, Suite 1000 City: Seattle State: WA zip: 98101 Phone: (206) 332 -1900 Fax: (206) 332 -1600 Email: tbean @dci- engineers.com LENDER/110ND ISSUE r projects $5,000 or greater per RCW 19.27.095) Name: N/A 3T/ 13OG/k3 CC W . Address: City: S -TL. State: w 4- Zip: Page 1 of 4 BUILDING PERMIT INFORMATIG - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 140,000 Existing Building Valuation: $ 183,177,600 Describe the scope of work (please provide detailed information): Remodel existing cafe. Replace ceiling and soffit. Replace security grille and mall /store entry. Will there be new rack storage? ❑ Yes 0 .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 12 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No 1f "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications Fornis-Applicatiois On Line 2011 Applications Permit Application Revised - R -9 -I I.docz Revised: August 2011 hh Page 2 of4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per 1BC Type of Occupancy per IBC 1' Floor 762 544 0 0 II -B B 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 12 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No 1f "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications Fornis-Applicatiois On Line 2011 Applications Permit Application Revised - R -9 -I I.docz Revised: August 2011 hh Page 2 of4 PERMIT APPLICATION NOTES — 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 or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building 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 ORA TFTORI D AGENT. Signature: Print Name: Jerrimi Olsen Mailing Address: 10202 5th Ave NE W Applications .Forma - Applications On Line101 1 Applications,Permit Application Revised - 8- 9- 11.docx Revised. August 2011 bh Date: 08/31/2012 Day Telephone: (206) 547 -1940 Seattle WA 98125 City State Zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.Tukwila WA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-294 Address: 506 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 09/04/2012 Applicant: STARBUCKS COFFEE Issue Date: Receipt No.: R12 -02808 Payment Amount: $1,806.40 Initials: JEM Payment Date: 10/09/2012 12:21 PM User ID: 1165 Balance: $0.00 Payee: DAVID J EVANGELISTO TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 01386B ACCOUNT ITEM LIST: Description 1,806.40 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $1,806.40 1,801.90 4.50 doc: Receiot -06 Printed: 10 -09 -2012 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-294 Address: 506 SOUTHCENTER MALL TUKW Status: PENDING Suite No: .Applied Date: 09/04/2012 Applicant: STARBUCKS COFFEE Issue Date: Receipt No.: R12 -02527 Payment Amount: $1,171.24 Initials: WER Payment Date: 09/04/2012 04:10 PM User ID: 1655 Balance: $1,806.40 Payee: KDW SALAS O'BRIEN TRANSACTION LIST: Type Method Descriptio Amount Payment Check 42318 1,171.24 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,171.24 Total: $1,171.24 doc: Receiot -06 Printed: 09 -04 -2012 1±4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT N0: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj f��41 Type f Inspection: " T AJ A-t__. BL , (,'A Address: )c Sc. MALL — Date Called: Special Instructions: • Date Wanted:. I' 1 / ,t ----a.m. i-4 —QL p.m. Requester: Phone N _'7 1"7 —11 94 Approved per applicable codes. Corrections required prior to approval. COMMENTS: et " .. eAvk iPt Inspgtor: • f, Date i n REIN' P N FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. .4(_3 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 -367 Permit Inspection Request Line (206) 431 -2451 Project: '1'1°4Q.tbLtk.5 Type of Inspection: r i NI '€-.1 L_ • Address: 50Cr SOOkrr 14IA- I Date Called: Special Instructions: Date Wanted:. II- to -/2 a.m�, p. Requester: .eq/D 00 -0 6,--opy Phone No: 20(-8 -7 -2564-1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V-- f (:-.9 S D A-7 .eq/D 00 -0 6,--opy 3i--- R JJ 4 .S ie , xi %•,sp, t )r,d Insbector: Date: I I �.d t. n REINSPECTION FEE REQUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd. /Suite 100. Call to schedule reinspection. /L INSPECTION RECORD Retain a copy with permit b t2 "Z zi INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: .s-T V2BUCKS Type of Inspection: StISa¢abcb C+_E )LikJ"C, Address: Dat Called: e Special Instructions: Date Wanted: If1z(Iz- Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: nsp(ctor: Date t n 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 INSPECT! N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Si Ala T3 Zke'h G Type of Inspection: 17--R A.ii i 1.-J ( Address: c) C. c-,no atr wtil At 1 Date Called: Special Instructions: a k.�c. 4. t `�—�" De'W.S,/l S, J-n viAtk. A. �* 1.0 S1v "l'sreAES &Ik Date Wanted: . Ib ),S 112. �,„ p.m. Requester: Phone No: 1 EJApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: 1 t Al (V�.._ l/JA b l.•( V S-C/" 1 - - • S $. 0.1(1; iiVArtxt, f .p.06,71 G.-..__. L.., L , f A. -r 5. gar 'Ai,'( e r Inspec br: REINSPECTION FEE REQUIRE Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Callao schedule reinspection. Dat,:o --1-S -- / L. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila) Wa. 98188 206 - 575 -4407 Project: Sprinklers: Y Date: /1-6-/›- Type of Inspection: FA F h9 1 1S ✓k F► ha I i ± F'h& ( _ Address: SO L. So.• Suite #: c e- k, M41(. Contact Person: _ Special Instructions: 6-,-,--01.14 ‘, Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: IA F;h (0k S�pl t riled he., I O k rise / IhG ok Needs Shift Inspection: `( Sprinklers: Y Date: /1-6-/›- Fire Alarm: Y Hood & Duct: it.) Monitor: 6-,-,--01.14 ‘, Pre -Fire: Permits: Al Occupancy Type: Inspector: N �"1 Si ( Date: /1-6-/›- Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.D6c 6/11/10 T.F.D. Form F.P. 113 • • ti • • .; FP !�O ' • • • •. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ID -a4L PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: - te;.,ic5 Type of Inspection: S P c- o ,.-e ✓ Address: cc, s C me,, 11 Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: O ` -to Gv„e,.— c, / ( G�c4 t -e tee, 4 et- :1 c ,< -e,� back d1 4/1/ovic vcxa t••., Monitor: Pre -Fire: Permits: Qe- lacu1-e sp ,-,„44�. k es _4 u cis pe ` ° , e " 1 )4 "S' pkt(evi p . . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S-7 ) Date: /O -3o -/ Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F:D: Form F.P. 113 • • • INSPECTION NUMBER .;r:..• . „ INSPECTION RECORD Retain a copy with permit • I� -S- c/ Da- &ti PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 1 L 4� Type of Inspection: ' Hood & Duct: Monitor: Address: 6-0 t, 5. C-_ Met L L— Suite #: Contact Person: • . Special Instructions: Phone No.: • Approved per applicable codes. corrections required prior to approval. COMMENTS: S prinklers: Fire Alarm: - Hood & Duct: Monitor: . ~""" Permits: Occupancy Type: Cv t - �e�,,,, s er 122.0 et,...) (. ter , 41' . _ `1'U • 4'/ S . • , . j 5-'1,,e Ickes o ch U 5 ; E0 of L. f.,�S '7 Needs Shift Inspection: • S prinklers: Fire Alarm: - Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: it,‘ 5-'c2--- Date: /GA (( L Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection..,;, r Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • ♦••• • •r.. .. MAYES TESTING ENGINEERS, INC. November 13, 2012 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attention: Building Official Re: Starbucks #3364 Southcenter Mall 506 Southcenter Boulevard Tukwila, WA Project No. L12484 Gentlemen, Final Letter Permit No. D12 -294 Seamaatte 20225CederVatey Site 110 Lynwood WA98038 ph 4257429X0 fac4257451737 TBoamaa®oe 10029 S Taomra Way Sule 62 Tatum WA98499 0,2%5843720 fax 2661934.3707 Perm,da ke 7911 NE 31d Qne Sie 190 Patler40R97211 pi 533231 7515 fa<50C3281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Structural Steel - Welding To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust this provides you with the information that you require. Should you have any questions please call us at 425/742 -9360. Sincerely, Mayes Testing Engineers, Inc. CITY of TUKWILA tipV 14 202I -)C. P■fr CENTER From: andrew aouderkirk @wilcoxconstruction.com Subject: Fwd: Final Letter for L12484 Starbucks #3364 Southcenter Mall Date: November 13, 2012, 4:02 PM To: andrey storozhev astorozhev @wilcoxconstruction.com Andrew Ouderkirk 206 - 817 -1278 Forwarded message From: "Gale Noyes" <GNoyes @MAYESTESTING.com> Date: Tue, Nov 13, 2012 3:47 pm Subject: Final Letter for L12484 Starbucks #3364 Southcenter Mall To: "Andrew Ouderkirk" < aouderkirk @wilcoxconstruction.com> "Building Official" <bob.benedicto @tukwilawa,gov> "Jerrimi Olsen" <jclsen @kdw,net> "Matt Wick" <nwick @starbucks.com >, "Skip Szurek" <SSzurek @MAYESTESTING.corrl> Please find attached the Final Letter for above subject project. Thank you, Gale Noyes Word Processor I Account Coordinator gnoyes@mayestesting.com Tel: 425.742.9360 I Fax: 425.745.1737 PLEASE NOTE: Our offices will be closed 11/22/12 and 11/23/12. MAYES TESTING ENGINEERS, INC. www.mayestesting.com Main: 20225 Cedar Valley Rd, Ste 110 I Lynnwood, WA 98036 1 425.742.9360 Tacoma: 10029 S Tacoma Way. Ste E -2 I Tacoma. WA 98499 1 253.584.3720 Portland: 7911 NE 33rd Dr. Ste 190 I Portland. OR 97211 1 503.281.7515 This transmittal is intended for the individual /agency so named and may contain proprietary or other information confidential in nature. If you received this transmittal in error, or if the delivery of this document to the individual /agency so named is in error, please destroy this document in its entirety and notify the sender immediately. DCI E n G I n E E R 5 E Seattle $ Everett Me Spokane 15 Portland �' San Diego Austin v 1 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION CORRECTION LTR # P• Plze wpm p STARBUCKS #3364 REMODEL WESTFIELD SOUTHCENTER MALL TUKWILA, WA STRUCTURAL CALCULATIONS RECEIVED CITY OF TUKWILA SEP 1 8 2012 PERMIT CENTER Prepared By: DCI ENGINEERS 818 STEWART STREET, SUITE 1000 SEATTLE, WASHINGTON 98101 818 Stewart Street, Suite 1000 Seattle, Washington 98101 Phone (208) 332 -1900 S e r v i c e I n n o v a t i o n V a l u e Ef1GIfEERS Project No. 120/1 G2' Sheet No. I L( Project V'' bt 5, 3360 a, CTUKtoLA , Pt/ AY___ Date /Z Y /201z. Subject By g. DesNAJI aR1' 4A ? JI:l R 5," ,'M2-1 TRuc-+T(IRAL gcopE of PRO &Cr 15 ro FRi141n&*)\ 6)12o4.ni9 FL.00/C t.14 1 j)21 To ruPrgE o yc7A-9 wR9� 14091 yJ4 t',1 9v tW ? Of -hia1 e- go FFir ,cwt' itJ /vim , t 2i/t(. c- .4 A.) ue t of ''' r 6 Z urrvlgAt. 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T (sec) 2.00 Sin = 0.951 g Sol = 0.492 g 1.10 1.00 0.90 0.80 0.70 S 0.60 U1 0.50 0.40 0.30 0.20 0.10 0.00 0.00 Design Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period. T (sec) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. D C I EnGineEas cat Project No. 12G l l Sheet No. /(t Project fPtrd.?? uC, !!.S 4! '52.36, h 1vrewu,- ,_.ArA), -- Date ./z41/2012 Subject LA11044 L µN, Ld fit 7 By C Z(J LAVAL 4\0u.A LA 915 S,g. O 15 ( Q S el tt41 a 0.1 1rgp.vwf, C ` Dhx r,0,eo -415,wr = 0'I P �Z p /re 2.5/1.6 frim — I,(o 50 Ip wp = 1,co (,o.l t) l f.o5 wr= 132 0.3 Sp, 1W1.vP` 0- 3Co,1,00.45j w'= 0.285 e fe 4 . 0.2C) INY H P•4 LOAP 70 5 /1.GIa 6•icr►v4t T1Rt6 Frir 94 C= ®CI EfGIrlEERS Project No. 1201 (- 2' i- Sheet No. Li/if Project i +2- uc([.S (Tu Kwm4 , wb,) Date Subject Rarvi 14-cJAV( 4 By Cf-LYq 1 144 3240 ri . eft alt \ ? , ' 2- i' Vctu '[T' PUUaw,>jt al. grit. v11W L'Nui IZEU(e ) C 6 UN 114 G4.Imt,g& iln,A.Y,5 HG M/ /J /44 Al- 4 e6- of Fof-t1 5 0.112 �4 t. C3 C.. oea 0'6 13 ParKfy.) ,14612/12eS2 )14 FA/4741S- d- 444.2.vezatti.5. iNizu A2e-0.uPerE To QuP? M F14 /Wel p KA'j • City of Tukwila Jim Haggerton, Mayor r 2 Department of Community Development Jack Pace, Director 1:908 September 12, 2012 Jerrimi Olsen KDW Salas O'Brien 10202 Fifth Av NE Seattle, WA 98125 RE: Correction Letter #1 Development Permit Application Number D12 -294 Starbucks Coffee — 506 Southcenter Mall Dear Mr. Olsen, 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -294 W:\Permit Center \Correction Letters V0121)12-294 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: September 7, 2012 Project Name: Starbucks Coffee Permit #: D12 -294 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The tenant alterations include structural alterations to buildings steel frame work per engineer's specifications. Also the steel framework is to be anchored into a concrete column. Provide a table specifying method of special or quality assurance inspections for the structural work. Inspection table and/or inspection notes shall be shown on the plan. Notes shall be included to specify welding shall be done by Washington State WABO certified welder. 2. Engineer shall provide wet stamp with signature on plan sheets for structural plan details and specifications by the engineer's design. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. L Food and Facilities Program 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206- 296 -4632 Fax 206-296 -0188 TTY Relay: 711 www.kingcounty.gov/health September 4, 2012 Jerrimi Olsen KDW Salas 0/Brien 10202 5h Ave NE, Ste 102 Seattle, WA 98125 RECEIVED ISEP,17 ZOO COMMUNITY DEVELOPMENT • Public Health LAI Seattle & King County Transmitted via electronic mail cIr D LA SEP 7 9 2012 V RE: Plans and Specifications for PE Starbucks Southcenter Mall #3364 at 506 Southcenter Blvd, Tukwila, WA 9 SR1227851 P/E 6702 (Risk 2; 0-12 seating) PR0004742 Dear Ms. Olsen, CENTER The plans and specifications for the above remodel project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health Rules and Regulations 05 -06 (The Food Code) are hereby APPROVED and subject to the following conditions: 1. The wall finish in the sales and bar areas must be smooth, easily cleanable and non - absorbent. It is recommended there is at least a `semi - gloss' finish in these areas. Please do not apply flat paint finish or any other paint finish that is not washable. 2. Please take all necessary precautions to ensure that construction debris does not contaminate any food, workspace, and equipment during the remodel. 3. If for some reason the water supply must be turned off during normal business hours in order to accommodate the remodel schedule, Starbucks must voluntarily closed down due to the lack of hot water availability — this is an imminent health hazard. 4. No changes shall be made without Health Department approval. This approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not include piping, grease traps, back flow prevention or other piping systems. Your establishment has been assigned the following plan review service number SR1227851. Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Obtain a preoperational inspection approval. Contact Diane Agasid (206 -296 -9750) at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Please refer to the enclosed Preoperational Checklist for more information. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection. However, it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department DID -21 �I • preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $402.00 fee ( +$201.00/hr after 2 hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and preoperational inspection goes beyond the base three (3) hours for this remodel project An invoice will be sent to you after the preoperational inspection and must be paid immediately. Contact your local building department or water district if pre - treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane A. Bondoc, R.S. Food and Facilities Plan Reviewer DAB Enclosures 4 PE'l PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -294 DATE: 09 -18 -12 PROJECT NAME: STARBUCKS COFFEE SITE ADDRESS: 506 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued D�EPA /RT�M(bE�JNTSi�r BGildng Division Public Works Fire Prevention Structural n Planning Division n Permit Coordinator 11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09 -20-12 Not Applicable Comments: Permit Center Use Only • : . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: DUE DATE: 10-18 -12 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PLAN copY• IEW /ROUTING SLIP ACTIVITY NUMBER: D12 -294 DATE: 09 -04 -12 PROJECT NAME: STARBUCKS COFFEE SITE ADDRESS: 506 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPAR M NTS: ��'I1 lfYllt Bull ing ivision `4� J.S J/4 Public Works Fw' 4U1C, ire Prevention it Structural Plannin C3ivision 9 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09 -06 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -04 -12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) tY Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ) (� 1 CORRECTION LETTER MAILED: l4— 1. Departments issued corrections: Bldg' Fire ❑ Ping ❑ PW ❑ Staff Initials: AA_ Documents /routing slip.doc 2 -28 -02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: //www.ci. tukwila. wa. us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9/18/2012 Plan Check/Permit Number: D 12-294 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Starbucks Coffee Project Address: 506 Southcenter Mall Contact Person: Jerrimi Olsen Phone Number: 206- 547 -1940 Summary of Revision: Added structural notes to sheet G -001 including special inspection notes and schedule. Engineer's stamp and signature have been added to drawings. CiTv OF TUKWILA SSE) 18 20121 F ERMIY Cfilabiii Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev' ion Received at the City of Tukwila Permit Center by: er Entered in Permits Plus on -1 9— 1 2_ \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pier Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name WILCOX CONSTRUCTION INC UBI No. 319007592 Phone 4257744185 Status Active Address 234 5Th Ave South License No. WILCOC'194Q0 Suite /Apt. License Type Construction Contractor City Edmonds Effective Date 11/20/1981 State WA Expiration Date 12/10/2013 Zip 98020 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company es License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WCIPLPL891R3 WCI PLUMBING LLC Construction Contractor Plumbing Unused 12/23/2011 12/23/2013 Active WILCOAE376NOWILCOX, Al ELSWORTH DBA Construction Contractor General Unused 8/20/1963 12/1/1981 Archived Business Owner Information Name Role Effective Date Expiration Date LESSARD, MATTHEW J President 11/15/2010 Amount HOLOBAUGH, TRENT L Secretary 11/15/2010 DTC0526D7304C0F11 CARTER, PAUL F Vice President 11/15/2010 WILCOX, ROBERT EUGENE President 11/20/1981 11/15/2010 LESSARD, MATTHEW J Secretary 11/21/2005 11/15/2010 LESSARD, JAMES MICHAEL Vice President 11/20/1981 11/21/2005 WILCOX, A E DTC0526D7304PHX10 01/01/1980 01/01/1980 WILCOX, LAURA 01/01/1980 01/01/1980 OLDS, HOWARD A Secretary 01/01/1980 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 TRAVELERS CAS & STY CO OF AMER SV4713 12/01/2005 Until Cancelled $12,000.00 09/26/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 20 Charter Oak Fire Ins Co DTC0526D7304C0F11 06/01/2011 06/01/2013 $1,000,000.00 05/02/2012 19 Phoenix Insurance Company, The DTC0526D7304C0F11 06/01/2011 06/01/2012 $1,000,000.00 05/31/2011 18 THE PHOENIX INS CO DTC0526D7304PHX10 06/01/2010 06/01/2011 $1,000,000.0006 /01/2010 17 TRAVELERS PROPERTY CAS INS CO DTC0526073041ND07 06/01/2005 06/01/2010 $1,000,000.00 05/22/2009 https://fortress.wa.gov/lni/bbip/Print.aspx 10/09/2012 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 8/31/2012 12:56:30 PM Abbreviation List 3PL Third Party Logistics A/C ACT ADJ AFF AMP ARCH Air Conditioning Acoustical Ceiling Tile Adjustable Above Finished Floor Ampere Architect BOH Back of House CAB CL CLG CM CTR CX CXA DEG DET DIA DIM DM DN EA EL EQ EXIST EXT FF &E FIO FLR FOH FT Cabinet Center Line Ceiling Construction Manager Center Commissioning Commissioning Agent Degree Detail Diameter Dimension Design Manager Down Each Elevation Equal Existing Exterior "Furniture, Fixture, and Equipment" Furnished and Installed by Owner Floor Front of House Foot/Feet G Ground GC General Contractor HC HDW HM HORIZ HR HT HVAC Hollow Core Hardware Hollow Metal Horizontal Hour Height "Heating, Ventilating, and Air Conditioning" ID Inside Diameter LL Landlord MAX MEP MFR MIN NIC NL NTS Maximum "Mechanical, Electrical, and Plumbing" Manufacturer Minimum Not in Contract Night Light Not to Scale OC On Center OD Outside Diameter OF /CI Owner Furnished /Contractor Installed OF /OI Owner Furnished /Owner Installed PD PLC PM Production Designer Place Project Manager R Radius RCM Renovations Construction Manager REF Reference REQ('D) Require(d) REV Revision RND Round SB SC SF SHT SIM SPEC SQ Starbucks Solid Core Square Feet Sheet Similar Specification Square TEMP Temporary TYP Typical UON Unless Otherwise Noted VD VERT VIF Vendor Direct Vertical Verify in Field Project Contacts Mailing Address: Design Manager: Construction Manager: Landlord: Starbucks Coffee Company 2401 Utah Avenue South MS Stop; SSD2 Seattle, Washington 98134 (206) 318 -1575 Tori Thames Starbucks Coffee Company 2401 Utah Avenue South Mail Stop: SSD2 Seattle, Washington 98134 (206) 318 -4929 phone Matt Wick 2401 Utah Avenue South Mail Stop: 100SD Seattle, Washington 98134 (206) 318 -9311 phone Westfield, LLC 2800 Southcenter Seattle, WA 98188 (206) 802 -6070 phone Architect of Record: KDW Salas O'Brien 10202 5th Avenue NE, Suite 102 Seattle, Washington 98125 (206) 547 -1940 phone (206) 547 -8212 fax MEP Consultant of Chris Rensch Record: Rensch Engineering 111 Ave C, Suite 104 Snohomish, Washington 98290 (360) 863-6677 phone (360) 863 -3565 fax General Notes SEPARATE PERMIT REQUIRED FOR: hMechanical Electrical Plumbing Gas Piping 1:1 /,1 City of Tukwila BUILDING DIVISION 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. Symbol Legend 16B C 4E) North Arrow Exterior Elevation Interior Elevation Section Callout Detail Callout Revision Tag Revision Cloud PXXX -ES XXX)O< Paint Tag Design ID Tag Door/Window Tag Datum Point X' -XX" AFF Above Finished Floor Height Tag (imperial) XXXX AFF Above Finished Floor Height Tag (metric) )te X,„ Dimension Line from Finish Face to Finish Face Local Codes Zoning: TUC Occupancy: B Type of Construction: V -A Sprinklers: Yes Area of Tenant Space: 758 SF Occupant Load: Bar 236 SF / 200 = 2 Workroom 230 SF / 200 = 2 Sales 257 SF / 30 = 9 Total Occupant Load 13 Applicable Codes: 2009 International Building Code 2009 International Fire Code 2009 International Mechanical Code 2006 International Energy Conservation Code 2009 Uniform Plumbing Code 2008 National Electric Code 2003 Accessible & Usable Bldgs & Facilities (ICC /ANSI A117.1) Legal Description Parcel : 9202470010 WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1 -9 WHICH REPLACES BSIP REC VOL 249 PGS 77 -84 (AKA PARCEL A TUKWILA BSIP #L10 -032 REC #20101021000765) Room Schedule Name Area Backbar 230 SF Sales 249 SF Workroom 236 SF 716 SF Project Description Renovate existing cafe including minor structural, mechanical, electrical and plumbing modifications. No change of use or occupancy. Index of Sheets Sheet 1 -514 1 -515 1 -516 1 -517 1 -518 General G -001 Sheet Title Unnamed Unnamed Unnamed Unnamed Unnamed General Information Architectural A -103 Health Department Plan Interiors 1 -110 1 -111 1 -112 1 -114 1 -115 1 -116 1 -117 1 -119 1 -211 1 -212 1 -501 1 -502 1 -510 1 -511 1 -601 Plumbing P -001 P -111 P -112 P -501 Demolition Floor Plan Demolition Ceiling Plan Floor Plan FF and E Plan Casework Plan Reflected Ceiling Plan Floor Finish Plan Wall Finish Plan Interior Elevations Interior Elevations Design Details Design Details Casework Details Casework Details Schedules Plumbing Specifications Plumbing Supply Plan & Schedule Plumbing WasteNent Plan Plumbing Details Mechanical M -001 Mechanical Specifications M -111 Mechanical HVAC PLan Electrical E -001 E -111 E -112 Electrical Specifications Power Plan Lighting PLan & Schedule REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan rev:e't fees. Vicinity Map Mall Location Plan REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of T�i ila BUILDING D'F ISION • ebue Feldx LLC LFa' all P OPY Pcrnl't No Part review approval is subject to errors and onnissions. &p roval of construction documents does not authorize v!oiation of any adopted code or ordinance. Receipt of approved Field Copy and editions is acknowledged: B Y Date: ,Ia. -9-- Izr City Of Tukwila �`tr7:_rz rig outhnter 4,17,g5 ; 1,0,74,11•POPMCZNYM#4 3'�:fESfl �Y F:- ,.�...9✓.N'4fi.. 1 RECEIVED CITY OF TUKWILA. SEP 0 4 2012 PERMIT CENTER D i z- 2.. ci BUILDING DIVISION 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record KDW .".'''.. �,:i ./ Rom' 10202 Fifth Avenue NE, Suite 102 Settee, Washington 98125 r;. 206. 47.1.9«0 i t. 206,547.82.12 i'dv vs'.kdi^.,rlet 10278 REGISTERED ARCHITECT JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description r UJt LL HUUI USS. Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project* 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Scale: General Information As indicated Sheet Number: G -001 F:\ACADDWGS \2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 8/31/2012 12:56:29 PM ABOVE ■.<: Backbar 230 SF Mall Corridor Workroom 236 SF Note: No seating provided in store. Seating is provided by mall in mall corridor. Sales 249 SF Health Department Plan Scale: 1/4" = Eqiupment List # New or Existing Item Name Manufacturer Model # 1 New Bar Espresso Machine Thermoplan Mastrena SB -M 3 New Bar Supersink - Double Laboratory Faucet with Swing Spout Zurn Z826F1 -XL -MYCS 4 New Bar Supersink - Hot Water Dispenser InSinkErator C1300 5 New Bar Supersink - Metering Faucet - Dipperwell Chicago Faucets 333- 665PSHABCP 6 New Bar Supersink - Utensil Rinse Sink LH Elkay Custom 8 New Bar Supersink - Water Tower Faucet CHG - Component Hardware Group KL26- 5012 -SP 10 New Brew - Coffee Grinder Grindmaster 875 15 New Brew - Digital Scale Mettler Toledo Viva Star 16 New Brew - Dual Soft Heat Brewer Bunn -O -Matic 33500.0015 17 New Brew - Soft Heat Single Warming Stand Bunn 1 SH Server Stand 19 New CBS - Blender - On Counter Vitamix The Quiet One 036027 21 New CBS - Double Laboratory Faucet with Swing Spout Zurn Z826F1 -XL -MYCS 22 New CBS - Drop -In Work Sink with Rear Drain Tub Spokane Stainless Products V2 Work Sink 23 New CBS - Ice bin - 90 LB Elkay Custom 24 New CBS - Single Laboratory Faucet with Swing Spout Zurn Z- 825F1 -XL 28 New Condiment Cart and Trash Drop Synsor Custom 29 Existing Floor Sink 12x12 Zurn FD2375 -NH2 31 New Food Case - Chilled - Self- Service Structural Concepts Harmony HMG -R 36 New Hand Sink - Faucet Single Handle Zurn Z7440 -XL -FC 37 New Hand Sink - Lavatory Mounted Soap Dispenser American Specialties 0332 39 New Hand Sink - Stainless Steel with 12" Splash Guards Elkay V340 41 New Pastry Case - Non - Refrigerated Structural Concepts Harmony HMG 45 New POS Cup Labeler Epson TM -L90 46 New POS Terminal - Cash Register 48 New Refrigerator - Cool Cart Top Delfield 406 Star CCT 53 New Refrigerator - Reach In - 3 Door True TG3R- 3S- STAR257007 56 New Refrigerator - Undercounter - 1 Door Beverage - Air UCR27 61 New Wall Mounted Hand Sink SST Elkay EHS -14 -WB 63 New Wall Mounted Paper Towel Dispenser Georgia Pacific 56650/01 64 Existing Wall Mounted Soap Dispenser American Specialties 0342 65 Existing Wall Mounted Paper Towel Dispenser Georgia Pacific 56640 66 New Warming - NGO Oven TurboChef i1 /NGO 67 New Work Sink - Double Laboratory Faucet with Bent Riser Spout Zurn Z826S1 -XL 68 New Work Sink - Stainless Steel Spokane Stainless Products Custom 69 Existing Workroom - 2 Compartment SST Sink 72in Spokane Stainless Products 2C17x17 -2 -18 72 Existing Workroom - Dishwasher / Sanitizer Undercounter Hobart LXiH Dishmachine 74 Existing Workroom - Employee Storage Locker Steiner System 10 Bay Locker 75 Existing Workroom - Ice Machine & 590 LB Ice Bin Ice -O -Matic ICE0500HA, B55 -PS 76 Existing Workroom - Mop Sink - 24" x 24" Zurn Z- 1996 -24 79 Existing Workroom - Water Heater 81 Existing Workroom - Wire Shelving & Posts ISS Shelving WST966, PZ86 Chrome Finish Notes Floors Ceramic tile floor and hot rolled steel or ceramic tile base throughout. Walls Sales: Bar: Workroom: Counters Sales: Bar: Porcelain Tile, Painted GWB, Sealed Wood Slat Panels Porcelain Tile, Painted GWB, FRP FRP (existing) Sealed Hardwood, Solid Surface Stainless steel, Solid surface Ceilings Sales: Sealed Wood Slat Panels Bar: Painted GWB Workroom: Vinyl Faced Suspended ACT (existing) Shelving Workroom: Stainless steel (existing) Plumbing Notes Rinse Sinks, and Ice Bin are to be indireclty drained with an air gap to an existing floor sink. Hand Sinks and Dump Sinks are to be directly drained. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 0 2' 4' RECEIVED CITY OF TUKWILA SEP 0 4 2012 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record 10202 € fifth Avenue NE, Suite 102 Seattle, Wz,ishingtori 93125 p. 206,54 ,1.940 f. 206.547.8212 www.kdw. e 10278 REGISTERED ARCHITECT ,- r JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description Nroject Address: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Health Department Plan Scale: 1/4" = 1' -0" Sheet Number: A -103 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 8/31/2012 12:56:37 PM ti- : Workroom' *:< N: X :/ X 11 • tl+ 11 !?III III I tl I IIIr �iii� 11 III L- \J /\ Backbar -n L0 nt • T •• k ` 1 � \� \ / 7 1 \/ - - r:T I I II ° it II '1 II ll l - II .�, I II 1 L_ J =_� = I I LL I. —_ ° II 1 �, N T T • ical Throu • hout ©OTOWO a es I L \ i \ Demolition Plan Scale: 1/4" = 1' -0" Mall Corridor Items to Preserve: Frontbar - Safe - Mastrena Espresso Machines (2) - Cup Labelers at PO6 (2) Backbar - Warming Stands and Shuttles (2) Workroom - Preserve All Existing Items REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION Demolition 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. Patch and repair existing walls to reamain as required to provide a smooth, paint ready finish. D. Demolish existing walls and doors as necessary. E. Demolish existing floor finishes as necessary. 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 necessary to provide for new ceiling ready condition. G. Demolish existing wall finishes as necessary. H. Remove existing light fixtures, auxiliary equipment/fixtures and power lines as necessary. J. Remove existing plumbing fixtures as necessary. Cap lines as necessary for those not being re -used. K. Remove extraneous equipment as necessary. L. Clear ceiling plenum of any unused hangers, conduit, etc. Clean ceiling plenum. Sheet Notes 1. Demolish interior walls where indicated. GC to investigate wall condition prior to demolition. Verify scope of work. 2. Demolish door and frame. 3. Demolish all frontline and backline casework and associated tile base. Salvage auxiliary equipment for reuse in new layout. GC to patch and prep walls to provide a like new, finish ready condition. 4. Demolish existing back bar wall finish. Patch and prep wall to provide a like new, finish ready condition. Remove wall mounted equipment as necessary, salvage for reinstallation. 5. Remove corner guards throughout as required by scope of work, salvage for reinstallation. 6. Demolish wood chair rail and wainscoting throughout. Patch and prep wall to provide a like new, finish ready condition. 7. Demolish knockdown table, merch baskets and newspaper stand. 8. Demolish (2) merch bays. 9. Demolish condiment cart. 10. Demolish all existing artwork, promo posters, vinyl wall coverings and mural graphics throughout. Repair wall surface as required to provide a smooth paint ready finish. 11. Existing floor sinks to remain. 12. Demolish tile base up to adjacent tenants transition. 13. Demolish floor tile and tile base throughout sales area and back bar . Floor tile and base in workroom to remain as is. 14. Remove fire extinguisher. Salvage for re -use. 15. Demolish portion of column wrap to provide new wrap tight to column face on west side. 16. Demolish floor finish throughout bar and sales area. Prepare floor to receive new finish. RECEIVED CITY OF TUKWILA SEP 0 4 2012 PERMIT CENTER Wall Legend - Demo Plan E (1.-- .1911 0 2' 4' Material to be Demolished Material to be Demolished and saved within the same site Existing Wall to Remain Existing Column to Remain 8' Scale: 1/4" = 1' -0" ©2011 Starbucks Coffee Company Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record 10202 Fifth Avenue NE, Suite 102 Seattle, Wasbintlton 98125 p. 306,547.1940 i f. 306.517.8217 VAN .kdwj et JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description rroject Aaaress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Sales O'Brien Tori Thames Sheet Title: Scale: Demolition Floor Plan 1/4" = 1' -0" Sheet Number: 1 -110 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 8/31/2012 12:56:38 PM Workroom )0( 3=t Demolition Ceiling Plan O L 0 0 0 0 0 Backbar ;.!- -_ -4 0 0 0 0 0 F 00 O 0 / 1 _ ---T_____ _ ( J r Sales ( ) C) �- -+ rt Mall Corridor Scale: 1 /4" = Demolition RCP 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. Patch and repair existing walls to remain 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. Ceiling and lighting in workroom to remain where no work is noted. F. Remove existing light fixtures, auxiliary equipment/fixtures and power lines as necessary. G. Remove extraneous equipment as necessary. H. Remove unused hangers, wire, conduit, etc. from ceiling plenum. Clean dust and debris from ceiling plenum. Sheet Notes 1. Demolish all existing GWB soffits. 2. Demolish existing hard lid over backbar. 3. Demolish existing acoustical ceiling throughout sales area. 4. Demolish portion of existing suspended ceiling at workroom to accomodate new work. 5. Demolish lighitng throughout bar and sales areas. 6. Cut existing tube steel posts supporting existing soffit framing to raise soffit framing elevation. Salvage all existing structure for re -use. 7. Remove existing exit lights. Salvage for re -use. 8. Demolish menu boards. 9. Demolish existing illuminated channel letter sign. 10. Demolish sawtooth detailing at soffit face and wall mounted mirrors. Provide a smooth, paint ready surface where surface will be exposed. 11. Demolish security grille, tracks, and all related hardware and accessories. 12. Remove wall mounted speaker. Salvage for re -use. 0 2' 4' REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 8' Scale: 1/4 "= T -0" RECEIVED CITY OF TUKVVILA SEP 0 4 2012 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record KDW. „„!:30'B RI E 1(0202 Fifth Avenue NE, Suit. . 102 Settle, Washington 98125 p. 206.647,1940 1 f. 20'6.647.8212 www.kdw.net $ REGISTERED ARCHITECT JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description 1"f ujuut HUUfe55: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Demolition Ceiling Plan Scale: 1/4" = 1' -0" Sheet Number: F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter 8/31/2012 '1'2:56:39 PM 23' - 2 3/4" 4' - 11 1/2" 3' - 1 1/2" 402.13 Security grilles and doors. Horizontal sliding or vertical security grilles or doors that are a part of a required means of egress shall conform to the following: 1. They shall remain in the full open position during the period of occupancy by the general public. 2. Doors or grilles shall not be brought to the dosed position when there are 10 or more persons occupying spaces served by a single exit or 50 or more persons occupying spaces served by more than one exit. 3. The doors or grilles shall be openable from within without the use of any special knowledge or effort where the space is occupied. 4. Where two or more exits are required, not more than one -half of the exits shall be permitted include either a horizontal sliding or vertical rolling grille or door. Backbar 230 SF 4' - 4" +/- EXIT Workroom 236 SF fru ° 1 X0018 4 1' - 8 1/2" EXIT Sales 249 SF X0010 — ALIGN - ALIGN Floor Plan Scale: 1 /4" = 12' -0" ALIGN w/ TOWER SIGN z C`) Mall Corridor REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION Wall Type Legend 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. C. Install 1/4" green board on backbar wall. Sheet Notes 1. New full height metal stud wall, see wall types. 2. New metal stud GWB wall from floor to GWB hard lid, align with adjacent wall surfaces where indicated. See wall types. 3. New 3-0" wide double acting door. 4. New custom backlit graphic screen in aluminum mullion system. See elevation and details. . New manually operated upward coiling security grill. 6. New 16' tall internally lit aluminum housed sign. 7. Finish new wall seamless with existing adjacent tenant wall and tight to floor. Paint to match existing white color. Coordinate paint color with Mall. 8. Provide 1/2" deep x 3/8" wide reveal between aluminum sign housing and GWB wall. 9. Finish wall tigh to floor. Provide level 5 finish on GWB. Coordinate with Twoe Sign to match paint. 10. Run GWB tight to existing column. New Partition Wall to Ceiling (MR GWB) 362S125 -33 metal studs at 16" O.C. to ceiling above with 5/8" Green Board to ceiling. Secure Green Board to studs with drywall screws at 10" O.C. at panel edges and 12" O.C. at intermediate supports. New Partition Wall to Ceiling 362S125 -33 metal studs at 16" O.C. with 5/8" Type "X" GWB on both sides to ceiling. Drywall screws @ 12" O.C. ONew Furred Wall to Structure 362S125-33 metal studs at 16" O.C. with 5/8" Type "X" GWB to structure above. Drywall screws @ 12" O.C. New Furred Wall to Structure w/ Woodworks Grille 362S125 -33 metal studs at 16" O.C. with 5/8" Type "X" GWB to structure above. Drywall screws @ 12" O.C. Continuous 3/4" furring strips at 1' -0" horizontally with 1 -7/8" Armstong Woodworks Grille panels secured to furring strips. O5 New Furred Wall to Structure 362S125 -33 or 250S125 -43 metal studs at 16" O.C. with 1/2" F.T. Plywood to structure above. Deck screws @ 12" O.C. \ Align GWB with face of existing wall Align GWB with face of existing wall RECEIVED CITY OF TUKWILA, SEP 0 4 2012 PERMIT CENTER Wall Legend - Floor Plan /// New Wall Existing Wall Existing Column 0 2' 4' 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record 10202 Fifth Avenue NE, Suite 102 Seattle, Wi.--,ishinnton 98125 r,. 206 547,1940 I t. 3O647823 Y ttl'vv,,kd L" ne: JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description rrujeut Huuress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Sales O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Scale: Floor Plan As indicated Sheet Number: 1 -112 #3364\A \Revit \03364 Southcente F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcente 12407 10977 12480 10746 10724 10215 10943 10505 41111111 11.11 10267 12508 (2) 103441 10855 10091 Backbar 102671 12118] 11061 Mall Corridor Workroom 10075 10267 12807 10215 10153 Sales 11003 10874 Furniture, Fixtures and Equipment Plan Scale: 1/4" = 1' -0" FF and E 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 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. See sheet 1 -601 for schedules. H. To contact an Information technology (IT) vendor regarding data, cabling, voice and network circuits, IT rack and /or turning equipment off for relocating or painting. Contact via email:Newstore @starbucks.com 1. Any additional expenses incurred due to contactor's failure to schedule accordingly will be the responsibility of the contractor. Sheet Notes 1. See details for distribution of cup dispensers. 2. Install (3) new undercounter refrigerators at espresso and CBS. See electrical for additional requirements. 3. New cup labelers at espresso bar, see electrical. 4. Relocate existing warming stands and shuttles per plan, see electrical. 5. Install (2) new foodcases per plan. 6. Relocate (2) salvaged Mastrena espresso machines. Place espresso machines 21" apart on bar countertop per new Starbucks guidelines. GC to verify if the following items need to be modified to achieve this placement: Moving of espresso pumps Extending power cord Adjusting plumbing lines Adding /covering grommet holes. GC to verify with Starbucks FSM (insert name and phone #) on implementation of the "Beverage Better Ways" program during renovation. 7. Relocate existing safe to new POS cabinet, see electrical for additional requirements. 8. Install (2) new POS and all POS auxiliary equipment. Starbucks contracts directly with a data cabling vendor to supply, install and relocate CAT 5 Ian cabling for their POS systems. Contractor must schedule through the Starbucks renovations CM a minimum of two weeks prior to need. 9. All shelving over 5' -9" tall to be anchored to the wall or floor. 10. Ambient and chilled food case to have shared center panel to ensure proper seal. 11. Reinstall salvaged fire extinguisher. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 0 2' 4' 8' Scale: 1/4" = RECEIVED CITY OF TUKWfLA SEP 0 4 2012 PERMIT CE I TE, 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record SO'BRIEN 10202 Fifth Avenue NE, Suite 102 Seattle, Washington 98125 p. 3o6.547.i94D f. 206.547.8213 JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description r I uJCl.l /`iUUI Cbb. Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Scale: FF and E Plan 1/4" = Sheet Number: 1 -114 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 8/31/2012 12:56:41 PM Workroom 0 I —n-- I " I I I I I I I L . 1 1120801 Bac'kkbar T • ical Throu — • hout oo—rah —o L!L 1119451 1 4 1120071 11945 r -- X0005 12035 01 1° -T- 12050 O 0 A I\ I L,' J`J 12126 12029 \- 112804 X0008 1121131 12048 O 12111 11972 11155 12081 X0014 Sales Casework Plan Scale: 1/4" = Mall Corridor REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 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 4 weeks and 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 base units shall be set on 1/4" 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 Schedule sheets for schedules Sheet Notes 1. Do not caulk trash rings to countertops. 2. New casework throughout, see casework detail sheets 1- 510 & 1 -511. Coordinate installation with MEP drawings. 3. See wall finish plan and interior elevations for location tagging, finishes and applied wall treatments. 4. GC to cut die -wall, panels and top cap in field to fit. 5. Variable width filler cabinet, VIF width required. 6. New custom built queue railing. Vendor to provide, GC to install. 7. Modify cabinet base in field to maintain floor sink access 8. New inset merch bay. Secure to wall at top of cabinets with continuous metal angle fastened to wall studs. Casework Plan Legend Indicates Stainless Steel 0 2' 4' 8' Scale: 1/4" = RECEIVED CITY OF TUKWILA SEP 0 4 2012 PERiVIIr CE ©2011 Starbucks Coffee Company Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record 10202 Fifth Avenue NE, Suit e 102 Seattle, Washinnton 98125 p. 206. 47.1.940 j 1 . 206. 47.8212 e:YJvs.ktisi,`�� JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description rl VJCI:I PIUUIC55. Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Scale: Casework Plan 1/4" = 1' -0" Sheet Number: 1 -115 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 8/31/2012 12:56:42 PM EQ (4) LOCATIONS, TYP. Enlarged Soffit Plan Scale: 1/2" = 22' - 0" CV X0003 Workroom Reflected Ceiling Plan If CLNG @ I 10' -6" AFF I P550 -SG Backbar j CLNG @ Sales t 11' -8" AFF .4 3' - 0„ 6, - 0„ 3, - 0„ j t f t c�1 w 0 Mall Corridor SOFFIT @ 12' -0" AFF Scale: 1/4" = 1-0" 10' -0" 9' - 4" • 8' -8" P534 -ES EXTEND SOFFIT 4' INTO STORE. PAINT ALL SIDES OF SOFFIT AND ABOVE WOOD GRILLE CEILING. 1X00161 NEW BULKHEAD AND SOFFIT TO ALIGN WITH STARBUCKS BULKHEAD. PAINT TO MATCH EXISTING. Reflected Ceiling Plan Notes A. 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. Intent is to locate sprinklers in a linear pattern aligning with linear ceiling elements. Provide recessed heads with covers for heads located in GWB ceilings. Paint covers to match ceiling. Contact Starbucks Construction Manager if design intent is affected. C. Provide grommet at all ceiling penetrations for fixtures or supports. D. Heating, Ventilating, and Air Conditioning (HVAC) shown for design intent only. Contact project manager if changed. E. Paint all HVAC ducts, HVAC diffusers and light trim rings the same color as ceiling or soffit. Typical throughout retail portion of store. F. Paint substitutions are not allowed. Use Starbucks' national account "color code" when ordering paints. See Schedule sheets for schedules Sheet Notes 1. Install new recessed can light fixture at backbar as indicated. See electrical. 2. Install (3) new recessed can light fixtures at new GWB soffit over entry. See electrical. 3. Install (6) new 4' linear light fixtures over bar as shown. See electrical. 4. Paint all GWB soffits, including lighting trim and HVAC metal grill. Paint all sides same color. 5. Install new HVAC terminals as noted, see mechanical. 6. Install salvaged emergency /exit light. See Electrical 7. Recess trough in soffit 1 -5/8 ". 8. New bulkhead wall from bottom of new soffit to top of existing soffit above. Provide level 5 finish on GWB. Coordiante with Tower Sign to match paint color. 9. Existing ceiling and lighting in workroom to remain. 10. Modifiy existing soffit support frame to raise elevation so bottom of main north -south beams are at 12' -0" AFF. 11. Install salvaged wall mounted speakers. 12. Provide new security grille. Basis of design: - Overhead Door 670 Series Upcoiling Security Grille - Manually Operated with Crank - Dark Bronze Anodized Aluminum - Brick Pattern - 4 -1/2" Horizontal Spacing, 2" Vertical Spacing - Cremone Lock REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWVILIe SEP 0 4 2012 PERivIrr CENT-En 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record KW' :' O'BRIEN 10202 Fifth Avenue NE, Suite 102 Seattle, Washington 98125 p. 206.5477.1.940 j f. 206.547.8212 www.kdw,E- e ` JERRIMI S. OLSEN 1 STATE OF WASHINGTON Revision Schedule Rev Date By Description vroject Haaress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Sales O'Brien Tori Thames Sheet Title: Reflected Ceiling Plan Scale: As indicated Sheet Number: 1 -116 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 8/31/2012 1'2:56:42 PM Floor Finish Plan Scale: 1 /4" = 1' -0" Mall Corridor X0011 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION Floor Finish Plan Notes A. Starbucks to supply retail floor tile. General Contractor to install. General Contractor to supply hot rolled steel 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 tile to be installed per Tile Council of America standards. C. All flooring and base material to be installed according to Starbucks specifications. D. Cabinet bases to be set after tile installation. E. Align tile transitions on whole tiles as shown. Sheet Notes 1. Tile start point east of security grille track. 2. Floor sink/floor drain location. 3. Infill existing floor finish in Workroom as required by demolished walls. Match existing finishes. Install in full tiles to align with existing adjacent tile. Existing tile base in workroom to remain. 4. Install new floor tile to continue up wall where indicated. See wall finish plan and elevations. 5. Patch tile base at workroom as required by new work. 6. New hot rolled steel base in cafe as indicated. 7. New tile base in backbar as indicated. 8. No base - finish GWB tight to floor. Caulk joint at floor. Floor Legend 1®1 Existing Floor Finish to Remain Floor Tile - Pental Tecnoquartz Silver Field 12x24 Floor Tile - Pental Geotech Geoblack Matte 12x24 — 6" Hot Rolled Steel Base Tile Base 6x12 (Jackson Nero) RECEIVED CITY OR TUK\N b i(1/1 0 2' 4' 8' Scale: 1/4'. = 1' -0" SEP 0 4 2012 PERMIT CE 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record KDW:' SO'BRI EN 10202 Fifth Avenue NE, Suite 102 Seattle, Washington 98125 p. 206.547.1.940 ! f, 736.547.8212 10278 REGISTERED ARCHITECT JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description rroject Haaress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Scale: Floor Finish Plan 1/4" = 1' -0" Sheet Number: 1 -117 a) #3364\A \Revit \03364 Southc 00 Starbucks \12 -00133 Starbucks Southcen F:WCADDWGS\2012 \12 -00 8/31%2012 12:56:43 PM -!=q- 0 0 -� Backbar 1 -211 0 0 Sales 1 I \ 1 n X.J I \ 1 \ 1 1 1 1 1 • • 0 O Wall Finish Plan Scale: 1/4" = 1' -0" Mall Corridor REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION Wall Finish Plan Notes A. All workroom finishes to remain as existing. B. Install clear corner guards as indicated. Mount at 6" (150mm) AFF. Back -paint with corresponding wall color. Adhere with clear silicone adhesive and #6 stainless steel oval head screws 3" (75mm) from ends, 12" (305mm) on center. Offset screws on either side by 1/2" (10mm) vertically. Cut corner guards to fit below chair rail at applicable locations. Do not install corner guards above chair rail. C. Install metal corner guards as indicated. Mount at 6" (150mm) AFF. Affix with #6 stainless steel oval head screws 3" (75mm) from ends, 12" (305mm) on center offset screws on either side by 1/2" (10mm) vertically. To be installed in back of house only. D. Change of paint color allowed at inside corners only. E. Refer to Interior Elevations for graphics locations. F. Refer to Casework Finish Schedule for additional information Sheet Notes 1. New back bar wall tile to match adjacent floor tile. Install tile to align with floor tile. Refer to interior elevations for extent of work. 2. New paint throughout, see elevations. 3. Wall behind woodworks grille system to receive new paint. Refer to interior elevations for more information. 4. Signage company to provide graphic screen. Wall behind painted as indicated on interior elevations. 5. Not used. 6. Install stainless steel corner guards as indicated. 7. Install brushed stainless steel full height with corner wrap. 8. Install brushed stainless steel plates at door opening. RECEIVED CITY OF TUKWILA SEP 0 4 2012 PERMIT CENTER Wall Treatment Key 1 Indicates woodworks grille system Indicates full height wall tile Indicates custom height FRP Indicates corner guard U Indicates full height brushed stainless steel guards 0 2' 4' Indicates brushed stainless steel plates 8' Scale: 1/4" = 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record 10202 Fifth Avenue NE, Suite 102 Settle, Washingtoa 98125 p. 206.5 ,477.1940 i f.206,547.8212 wrww.kdw,ret 10278 REGISTERED ARCHITECT JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description rroject Haaress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Scale: Wall Finish Plan 1/4" = 1-0" Sheet Number: 1 -119 F:\ACADDWGS\2012 \12 -00100 Starbucks\1 2-00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt TILE STARTING POINT 10' -6" AFF, ALIGN WITH SECURITY GRILLE TRACK X0009 ELEVATION @ BACKBAR Scale: 3/8" = 1' -0" OPEN TO WORKROOM X00201 X00201 1 P552 -ES 1X0020 1X0021 ELEVATION @ WORKROOM ENTRANCE ELEVATION @ DOOR Scale: 3/8" = 1 P550 -SG Scale: 3/8" = 1' -0" 1X00201 1X00171 0- — OPEN TO BACKBAR OPEN TO WORKROOM VESTIBULE BEYOND 3" EQ�EO 3" I 114 X00211 1X0017 1X00201 X00091 ELEVATION @ BACKBAR EAST Scale: 3/8" = 1' -0" Interior Elevation Notes A. Change of paint color allowed at inside corners only or reveals. B. Refer to manufacturers' instructions shipped with artwork for installation instructions and spacing. C. Install base cabinets before backbar wall tile. D. Paint substitutions are not allowed. Use Starbucks' national account "color code" when ordering paints. E. 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, or equal. - All wall and ceiling paints to be Eggshell, or equal. F. See Schedule sheets for schedules Sheet Notes 1. Attach menu hinge to top of cabinet to allow access to cabinet shelves behind, typical. 2. Cup dispener(s) mounting order from left to right: - Grande Venti Hot (2) - Tall Hot - Short Hot 3. Backbar wall tile runs behind warming station. 4. Security Grille track. 5. Arm mounted fluorescent light mounted to merch casework. See Electrical. 6. Install salvaged wall mounted speakers. 1' -9" N- 1114031 "1 isr NORM ELEVATION @ BACKBAR WEST ELEVATION @ FRONTBAR - PARTNER VIEW 1X0020 (0002) 1 1 i 1 1 1 I/ I 1 1 l 1 1 'r 112047 12047 X0008 ELEVATION @ FRONTBAR - CUSTOMER VIEW Scale: 3/8" =1-0" 1X00071 Scale: 3/8" = 1' -0" bp, REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 0 RECEIVED CITY OF TLiKWILA SEP 0 4 2012 PERMIT CENl-F_r`=,`' 2' 4' 6' Scale: 3/8" = 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record :SO'BR1EN 10202 Fifth Avenue NE, Suite 1(12 Seattle, Wasilinnton 98125 p. 208.547.1940 f. 206..547.8212 www.kdw.r:et JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description rroject Haaress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Sales O'Brien Tori Thames Sheet Title: Scale: Interior Elevations As indicated Sheet Number: 1 -211 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 2 0 co �() N N O M co 0 eNi F 1 11X00161 A. 6' -8" Wood Grille Joint Spacing O 0 6' -8„ 6' - 8" 6' - 0" Wood Grille Joint Spacing Wood Grille Joint Spacing Wood Grille Joint Spacing 6' -0" Wood Grille Joint Spacing 2' - 2" +/- / 3' -0" 3' -0" v ELEVATION @ MERCH Scale: 3/8" = X 0 0 1 0 AMOUR ELEVATION @ NORTH EXT. WALL Scale: 3/8" = 1' -0" P534 -ES BEHIND WOOD GRILLE X0007 4 ( P534 -ES X0014 O O I uuuuuuuuuu "p10000110 ®000000000000001 00000000010000001101000000000000111000 X0008 P550 -SG J 11403 ELEVATION @ STOREFRONT Scale: 3/8" = 1' -0" ELEVATION @ MURAL Scale: 3/8" = Interior Elevation Notes A. Change of paint color allowed at inside corners only or reveals. B. Install base cabinets before backbar wall tile. C. Paint substitutions are not allowed. Use Starbucks' national account "color code" when ordering paints. D. 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, or equal. - All wall and ceiling paints to be Eggshell, or equal. E. See Schedule sheets for schedules Sheet Notes 1. Provide levle 5 finish on GWB. Coordinate with Tower Sign to match paint color. 2. Demo sawtood profile on existing soffit. Finish smooth and paint to match existing soffit. 3. Backbar wall tile runs behind warming station. 4. Security Grille track. 5. Arm mounted fluorescent light mounted to merch casework. See Electrical. 6. New bulkhead and soffit. Paint to match existing. 7. Finish flush with existing wall. Paint to match existing. 8. Extend GWB ceiling back to existing beam line. Paint as scheduled. 9. Demolish soffit back to face of bulkhead above. Provide smooth paint ready surface smooth with adjacent new bulkhead wall surface. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION 11 10 0 01111 0 0 0 0 ®101111111,il,,'I • ELEVATION @ WEST X0008 X00071 47-1X00061 .h- -X0015 Scale: 3/8" = 1' -0" b():)ML1 RECEIVED CITY OF TUKWIL, SEP 0 4 2012 PERMIT CENTE = 2' 4' 6' Scale: 3/8" = 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record KDW S L. O'B RIEN 10202 Fifth Avenue NE, Suite 102 Seattle, VVE,`Si inqton 98125 p. 206.547.1940 j f. 206. 47.62.12 www.kdw.net JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description rrmmeet i caress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Scale: Interior Elevations As indicated Sheet Number: 1 -212 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 8/31/2012 12:56:50 PM Backbar Wall Tile Pattern - Stack Scale: 1 1/2" = 1' -0" Casework Bullnose sanitary coved tile base 1/4" (7mm) Shim if needed Flooring Tile Base - Top Set at Cabinet Scale: 3" = 1' -0" CONTINUOUS METAL ZCLIPS l 3 1/2" 6' -0" +/- AFF ALIGN ON CENTER OF WALL TILE WALL MOUNTED WOOD SHELF CONTINUOUS METAL ZCLIPS Wall Mounting Menu Scale: 1 /2" = 1' -0" 0 0 0 0 5/8" TYPE 'X' GWB 3" X 3 "X1/4" T.S. POST. ANCHOR TO FLOOR W/ (4) 3 "X1/4" EXPANSION ANCHORS IN 3 "X9 "X1/4" BASE PLATE. - -- OVERHEAD DOOR 670 SERIES TRACK. ALIGN WITH FACE OF GWB. PROVIDE 1/8" CAULK JOINT. PROVIDE CONTINUOUS VERTICAL SCHLUTTER JOLLY PROFILE AT TIEL EDGE. TILE WALL FINISH AT SOUTH WALL Security Grille Track Tile Base - Floor Tile At Wall Scale: 3" = 1'-0" Solid surface handoff 3/4" Marine grade plywood Section at Hand -off Scale: 6" = 1' -0" CONTINUOUS METAL ZCLIPS WALL MOUNTED MENU BOARDS 1/2" PLWD Menu Shelf Detail Scale: 1 1/2" = 1' -0" WOOD BLOCKING WALL MOUNTED WOOD SHELF. MATCH WD0011. WOOD BLOCKING SECURED WITH COUNTER SUNK SCREWS 1' - 4" FIELD VERIFY 3" X 3 "X1/4" T.S. POST. ANCHOR TO FLOOR W/ (4) 3 "X1/4" EXPANSION ANCHORS IN 3 "X9 "X1/4" BASE PLATE. OVERHEAD DOOR 670 SERIES TRACK. ALIGN WITH FACE OF GWB. PROVIDE 1/8" CAULK JOINT. WOOD GRRILLE WALL TREATMENT AT NORTH WALL Gypsum wall board Cementitious board Wall tile Grout 1/2 "shim Solid surface backsplash Open area behind solid surface Wall Tile @ Solid Surface Backsplash Scale: 1 : 5 2" 11" 2' - 9" Gypsum wall board Cementitious board Wall tile. Run continuous behind backsplash. Caulk Joint Stainless steel backsplash / sidespalsh Wall Tile @ Sainless Steel Backsplash Scale: 1 : 5 STARBUCKS ILLUMINATED LOGO DISK BRUSHED ALUMINUM BLADE Blade Sign Detail Bullnose sanitary 3/8" coved tile base Fiberglass reinforced plastic Finish panel Die wall Hot Rolled Steel Base. Apply with adhesive. Miter and ease outside corners. Flooring Tile Base - Top Set at Die Wall STARBUCKS ILLUMINATED LOGO DISK BRUSHED ALUMINUM BLADE Scale: 3" = 1' -0" Scale: 1 1/2" = 1' -0" PROVIDE F.T. STANDOFF BLOCKING FOR SECURING TOP MULLION TO EXISTING WALL. PAINT BACK WALL, SIDE WALLS, AND BLOCKING GLOSS WHITE, TYP. LED LIGHT STRIP ALL AROUND. HOLD ENDS 1' FROM ALL EDGES, TYP. SEE ELECTRICAL. PROVIDE F.T. BLOCKING TO MOUNT LED STRIP 2" BELOW MULLION EDGE. Mural Wall Scale: 1 1 /2" = 1' -0" ALUMINUM TOWER SIGN. SECURE TO PLWD BACKER. PROVIDE FLUSH TRANSITION FROM ALUMINUM TOWER SIGN TO FINISHED GWB WALL. PROVIDE LEVEL 5 FINISH ON GWB. COORDINATE SIGN PAINT AND WALL PAINT TO MATCH. Scale: 1 1/2" = 1' -0" 0 z CV 0 (0 MURAL GRAPHIC PRINTED ON 1/4" ACRYLIC CLEAR ANODIZED ALUMINUM MULLIONS, TYP. BLACK VINYL GASKET FOR 1/4" INSERT MATERIAL 3" WIDE WOOD TOP Queue Rail Detail MIN. 3" CONCRETE EXPANSION ANCHORS TOP OF TOWER TO ALIGN WITH TOP OF BULKHEAD WALL. NEW BULKHEAD WALL. PROVIDE LEVEL 5 FINISH ON GWB. COORDINATE PAINT ON BULKHEAD AND TOWER TO MATCH. NEW BLADE SIGN. ALIGN JOINT WITH BOTTOM SOFFIT. CONCEAL JOINT AS MUCH AS POSSIBLE. ALUMINUM TOWER SIGN. PAINT TO MATCH P534 -ES. WATERJET 6" HIGH LETTERS INTO ALUMINUM. PROVIDE TRANSLUSCENT BACKER AND LIGHTING BEHIND LETTERS. bt./Jcii-1 Scale: 3/4" = 1' -0" PROVIDE 1" HIGH, 1/2" DEEP REVEAL AT BASE. 7 1/2" n EQ E Tower Sign Detail 1/2" 1' -7" c0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION BUTT TOWER SIGN TIGHT TO EDGE OF SECURITY GRILLE TRACK. NOTE: FIELD VERIFY WIDTH TO ALIGN WITH WALL THICKNESS PRIOR TO FABRICATION. RECEIVED CITY OF TUKW'E_.'.. SEP 0 4 2012 PERMIT CENT :El-3 Scale: 1 /2" = 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record K O'BRIEN 10202 Fifth Avenue NE, Suite 102 Settle, Washinqten 98125 p. 206.547.1940 j f. 206. `47.6212 kdw.net 10278 REGISTERED ARCHITECT JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description rmect Haaress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Sales O'Brien Tori Thames Sheet Title: Scale: Design Details As indicated Sheet Number: 1 -501 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A\Revit\03364 Southcenter Mall.rvt 15/16" SUSPENDED CEILING GRID SYSTEM. BACKER CLIP 2' -6" RADIUIS RIGID ATTACHMENT CLIP 6459BL 5/8" X 1 -3/8" TYP. GRILLE BLADE W/ FLEXIBLE BACKER AT RADIUS Wood Grille @ Radius Scale: 1 1/2" = FURRING STRIP SECURED TO WALL AT 1' O.C. HORIZONTALLY (ALIGN WITH GRILLE SYSTEM SEAMS). PAINT BLACK. FASTENING GRILLES WITH BACKER TO FURRING STRIPS - PRE -DRILL BACKER. 5/8" X 1 -3/8" TYP. GRILLE BLADE W/ BACKER 2X BLOCKING, PAINT BLACK 3/16" X 6" STL. PL. CAULK TILE FLOOR FINISH PER PLAN Wood Grille @ Base Scale: 1 1/2" = VERTICAL BRACING: FOR PLENUM HEIGHTS UP TO 12 FEET PROVIDE 2 -1/2" 20 GA. METAL STUDS. FOR PLENUM HEIGHTS UP TO 15 FEET PROVIDE DOUBLE 2 -1/2" 20 GA. METAL STUDS. AN EQUIVALENT SYSTEM MAY BE USED WITH ARCHITECT'S APPROVAL. VERTICAL HANGERS: SUSPENSION WIRES SHALL BE OF 12 GA. SPACED @ 4 FEET O.C. MAXIMUM ALONG EACH MAIN BEAM. SUSPENSION WIRES SPACED AT UP TO 5 FEET O.C. SHALL BE OF 10 GAUGE. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER WITH A MINIMUM OF THREE TURNS AND TO THE STRUCTURE ABOVE WITH A CONNECTION CAPABLE OF CARRYING NOT LESS THAN 100 POUND ALLOWABLE LOAD. PERIMETER HANGERS: AT ALL LOCATIONS THE TERMINAL ENDS OF EACH MAIN BEAM OR CROSS TEE SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL WITH 12 GAUGE WIRE. PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. LATERAL FORCE BRACING: HORIZONTAL RESTRAINT SHALL BE PROVIDED BY FOUR 12 GAUGE WIRES SECURED TO THE MAIN BEAM WITHIN 2" OF THE CROSS TEE INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET OC MAXIMUM IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4 FEET FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. NOTE: 2" MIN. SUSPENSION GRID SYSTEM TO BE COMPATIBLE WITH SUSPENDED TILE SPECIFIED. SEE REFLECTED CEILING PLAN FOR SPECIFICATIONS. Ceiling Detail EXISTING W8 EXISTING POST - BEAM CONNECTION EXISTING HSS NEW HSS SLEEVE EXISTING HSS FIELD VERIFY Column Extension Detail Scale: 1 1/2" = 1-0" (E) W8 AT FRAME (E) BOLTED CONNECTIONS. RELOCATE AS NEEDED TO ACCOMODATE BULKHEAD WALL AT NEW SOFFIT. EXISTING W6 B.O.S. @ 11' -9" Beam Connection 12' -0" Scale: 1 1 /2" = TYPICAL CEILING BRACING WALL 8" MAX. MINIMUM 3/4" AT ATTACHED WALLS VERT. BRACING @ EACH LATERAL BRACING LOCATION. CROSS TEE 12 GA. SPLAY WIRE BRACING IN PLANE OF EACH BEAM. VERTICAL ANGLE = 45 DEGREES MAIN BEAM. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPONENTS FROM SPREADING APART PERIMETER BEAMS/TEES AT NON -FIXED END Scale: 1" = 1' -0" 2" MIN. THREE TIGHT TURNS WIRE TIE CONNECTIONS WALL 8" MAX. ATTACH AT TWO ADJACENT WALLS WITH POP RIVETS OR APPROVED METHOD PERIMETER BEAMS /TEES AT FIXED END (E) W6 (E) HSS 3/16 NEW HSS SLEEVE. 3/16" THICK MIN. (E) HSS 3/16 (E) BOLTED CONNECTION TO WALL FRAMING TO REMAIN. T.O.S. @ 12' -0" z M - FIELD VERIFY Column Extension Detail 2 scale: 1 1/2" = 1' -0" (E) CONCRETE COLUMN VERIFY REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION (E) W6 TO BE RELOCATED Column Connection Detail scale: 1 1/2" = 11' -8" AFF Suspended Ceiling Grid System with Woodworks Grille 1 (E) STL COLUMN CONNECTION TO BE RELOCATED. EPDXY ANCHOR INTO EXISTING CONCRETE COLUMN (VERIFY) 10' -6" AFF 5/8" Type "X" GWB Door Head Scale: 3" = 1-0" SECURE HEADER TO STUDS WITH 3" LONG 1- 1/2 "x1 -1/2 "x43 MIL ANGLE. 362S125 -33 METAL STUDS BETWEEN (2) 362T125 -33 METAL TRACKS. CASE OPENING WITH 1/8" THICK BRUSHED STAINLESS STEEL PLATE. DOUBLE 362S125 -33 METAL STUDS AT EACH JAMB. CASE OPENING WITH 1/8" THICK BRUSHED STAINLESS STEEL PLATE. — 362T125 -33 track for nailer. Relocated wide - flange soffit framing 362T125 -33 track secured to relocated W6 250S125 -33 diagonals @ 48" o.c. 362S125 -43 studs. Space to match joists. 362S125 -54 joists © 51" o.c. + / -. Coordinate spacing with lighitng and HVAC over bar. r EQ 1 / / 162S125 -54 joists @ 16" o.c. max. Secure to perpindicular joists above. Lighitng or HVAC diffusers. Coordinate with M & E. GWB Soffit @ Support Beam Scale: 3" = 1' -0" 1' - 1" oo 0 RECEIVED CITY OF TUKWILA a743--C414 SEP 0 it 2012 PERMIT CENTFR 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record 10202 Fifth Avenue NE, Suite 102 Seattle, Washington 98125 p. 206.547.1.940 f. 206,547.8212 www.kdw.net 10278 REGISTERED ARCHITECT JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description I"IUMUI Huure55: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Sales O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Scale: Design Details As indicated Sheet Number: 1 -502 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mail new.rvt 1:37:05 PM 0 (E) CONCRETE COLUMN VERIFY (E) W6 TO BE RELOCATED Column Connection Detail (E) STL COLUMN CONNECTION TO BE RELOCATED. EPDXY ANCHOR INTO EXISTING CONCRETE COLUMN (VERIFY) Scale: 1 1/2" = 1' -0" EXISTING W8 EXISTING POST - BEAM CONNECTION EXISTING HSS B.O.S. @ 11' -9" NEW HSS SLEEVE EXISTING HSS tf 11 I I I I I I I I M FIELD VERIFY Column Extension Detail Scale: 1 1/2" = D (E) W8 AT FRAME (E) BOLTED CONNECTIONS. RELOCATE AS NEEDED TO ACCOMODATE BULKHEAD WALL AT NEW SOFFIT. EXISTING W6 12' -0" Beam Connection Scale: 1 1 /2" = 1' -0" (E) W6 (E) HSS 3/16/ NEW HSS SLEEVE. 3/16" THICK MIN. (E) HSS 3/16 (E) BOLTED CONNECTION TO WALL FRAMING TO REMAIN. 0 w V� Column Extension Detail 2 Scale: 1 1/2" = T.O.S. @ 12' -0" Structural General Notes GOVERNING CODE: The design and construction of this project is governed by the "International Building Code (IBC) ", 2009 Edition, hereafter referred to as the IBC, as adopted and modified by the City of Tukwila, WA understood to be the Authority Having Jurisdiction (AHJ). TESTS AND INSPECTIONS INSPECTIONS: Special Inspections and Testing shall be done in accordance the STATEMENT OF SPECIAL INSPECTIONS per IBC Sections 1704 and 1705 as applicable. Framing are subject to inspection by the Building Official in accordance with IBC 110.3. Contractor shall coordinate all required inspections with the Building Official. SPECIAL INSPECTORS: Special Inspectors shall be employed by the Owner to provide Special Inspections for the project. Special Inspectors shall be qualified persons who are registered with WABO. STATEMENT OF SPECIAL INSPECTIONS per 1704 and 1705. Special Inspections and Testing are required by 1704, 1706, 1707 and 1708 for the following: STRUCTURAL STEEL per IBC Section 1704.3 and Table 1704.3 at the site and the fabrication Shop shall be done in accordance with the following requirements: .Periodic inspection required: o During welding of Single -pass Fillet Welds NOT exceeding 5/16" size as noted in IBC Table 1704.3. o During the welding operations - Verification of welder qualifications o During the welding operations - Verification of valid weld procedure specifications per AWS D1.1. POST - INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with IBC Section 1703. Inspections shall be in accordance with the requirements set forth in the approved ICC Evaluation Report and as indicated by the design requirements specified on the drawings. Refer to the POST INSTALLED ANCHORS section of these notes for anchors that are the basis of the design. Special inspector shall verify anchors are as specified in the POST INSTALLED ANCHORS section of these notes or as otherwise specified on the drawings. Substitutions require approval by the SER and require substantiating calculations and current 2009 IBC recognized ICC Evaluation Services (ES) Report. Special Inspector shall document in their Special Inspection Report compliance with each of the elements required within the applicable ICC Evaluation Services (ES) Report. INSPECTION SUBMITTALS: Special inspection reports shall be provided on a weekly basis. Final special inspection reports will be required by each special inspection firm per IBC 1704.1.2. Submit copies of all inspection reports to the Architect/Engineer and the Authority Having Jurisdiction for review. POST - Installed Anchors (into Concrete and masonry) DESIGN STANDARDS: Post - Installed Anchors into concrete for this project are designed in accordance with American Concrete Institute, ACI 318 -08, Appendix D Specifications. POST - INSTALLED ANCHORS: Install only where specifically shown in the details or allowed by SER. All post- Installed anchors types and locations shall be approved by the SER and shall have a current ICC- Evaluation Service Report that provides relevant design values necessary to validate the available strength exceeds the required strength. Anchors shall be installed in strict accordance to ICC -ESR and manufacturers instructions. No reinforcing bars shall be damaged during installation of post - installed anchors. Special inspection shall be per the TESTS and INSPECTIONS section. Anchor type, diameter and embedment shall be as indicated on drawings. 1. ADHESIVE ANCHORS: The following Adhesive -type anchoring systems have been used in the design and shall be used for anchorage to CONCRETE, as applicable and in accordance with corresponding current ICC ESR report. Drilled -in anchor embedment lengths shall be as shown on drawings, or not less than 7 times the anchor nominal diameter (7D). a. HILTI "HIT -RE 500 SD" - ICC ESR -2322 for anchorage to CONCRETE] STRUCTURAL STEEL DESIGN STANDARDS: Structural Steel for this project is designed in accordance with American Institute of Steel Construction (AISC) Specifications. MATERIALS: Structural Bars & Plates (PL) Hollow Structural Section - Square /Rect (HSS) Welding Electrodes ASTM A36, Fy = 36 ksi ASTM A500, Grade B Fy = 46 ksi E70XX WELDING: 1) Welding shall conform to AWS D1.1 and visually conform to AWS Section 6 and Table 6.1. Fabrication /erection inspections by the Contractor per AWS D1.1 Section 6, shall be by associate /certified inspectors (AWI /CWI) per AWS QC1 or AWS B5.1. Special Inspections (verification inspections) shall be by a certified Welding Inspector (WI) or Senior Welding Inspector (SWI) per AWS B5.1. 2) Welders shall be qualified for the specific prequalified joints required by the design and certified in accordance with WABO requirements. 3) Welding shall be done in accordance with appropriate Weld Procedure Specifications (WPS's). Welders shall be familiar with the applicable WPS's. 4) Welding shall be done with AWS Prequalified Welding Processes unless otherwise approved. 5) Welder qualifications and WPS's shall be maintained at the site of the work and shall be readily available for inspection upon request, both in the shop and in the field. 6) Use E70 or E71 T, 70 ksi strength electrodes appropriate for the process selected. 7) Prior to the start of work, Special Inspectior or, if "AISC Certified" or otherwise "Approved" Shop, a shop Certified Weld Inspector (CWI) certified in accordance with provisions of AWS QC1, shall inspect and document compliance with the following: Confirm welder qualifications prior to the start of work. Review all WPS prior to the start of work. Confirm materials in fabrications conform to the specifications. Periodically observe joint preparation, fit -up and welder techniques. Identify on plans all multi -pass fillet welds, single pass fillet welds greater than 5/16 °, Visually inspect all welds per Special Inspection Requirements for Steel and AWS Section 6.5 and Table 6.1. VERIFICATION INSPECTION: Structural Welding inspections and qualifications shall conform to the AWS D1.1. See WELDING notes and SPECIAL INSPECTIONS for Structural Steel. Special Inspector shall review the procedures for completeness and adequacy relative the Code and the Work. Further shop Special Inspections may be waived if the Fabricator is "AISC Certified" or otherwise "Approved" by the Authority Having Jurisdiction per IBC Section 1704.2.2. See SPECIAL INSPECTIONS for Structural Steel. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION D 11-.-22114 RECEIVED CORRECTION CITY OF TUKWILA LTR# SEP 1 8 2012 PERMIT CENTER lotricoor 411ir og• Aii. ©2011 Starbucks Coffee Company Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record la KDW N 10202 r=iot,, Avenue NE, Suite 102 Seattle, Wasnington 98125 08 E. itt, Hof wAskt, 4, c- Y 1 . j �r,� 1 SAL ENS /ONAL ... Revision Schedule Rev Date By Description 2 09/18/12 Permit Revisions rrojeut Huuress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modem 8/31/2012 Ton Thames N/A KDW Salas O'Brien Ton Thames Sheet Title: Scale: Design Details As indicated Sheet Number: 1-503 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 8/31/2012 12:56:52 PM 1 1 1 1 1 1 1 1 1 Reuse existing floor sink. See Plumbing. CBS 10 - Plumbing —� i L -J L JJ Indirect drain line from Drain Board to floor sink - Cold water supply for Pitcher Rinser Indirect drain line from Sink to floor sink - Hot and cold water for Sink Faucet at 20 1/2" AFF. Shut -off valves at wall and 4" either side of waste line Indirect drain line from Ice Bin to floor sink Leg (below) Scale: 3/4" = 1' -0" L0 T 0 01 4 L C) r i \ L J J Countertop (above) Indirect and insulated drain line from Ice Bin to floor sink Reuse existing floor sink. See Plumbing. v M CV CV Plumbing Components r rl L O L C) O Plan View Espresso 22 - Plumbing Scale: 3/4" = 1' -0" Legs Toe Kick Indirect drain line from In -use Utensil Rinse Sink to floor sink Indirect drain line from Espresso Machine to floor sink (typ) Legs Legs (below) Cold water supply for Metered spoon rinser faucet Floor sink (below) Hot and Cold water supply for Pitcher Rinser faucet Filtered Cold water supply for Instant Hot Water Tap Toe Kick (below) Filtered Cold water supply for Water Tower Faucet Filtered Cold water supply for Espresso Machine (typ) 8' - 8 1/2" 6' -2" 2' -6" 1' -7" 1' - 7" 6" O REVIEWED FOR CODE PR4yEQ CE AP OCT 0 3 2012 City of Tukwila BUILDING DIVISION 1- CBS 10 - Electrical Receptacle(s) for Blender(s) at 26" (660mm) AFF. -- Receptacle for Undercounter Refrigerator at 26" (660mm) AFF Receptacle and Data junction box for Cup Labeler at 26" (660mm) AFF Optional Cup Labeler Receptacle for Undercounter Refrigerator at 26" (660mm) AFF Toe Kick (below) Scale: 3/4" = 1' -0" 10" 1' -0" i 2' - 6 1/4" 7 r — 1' - 2 1/4" -r- 2' -0" Countertop (above) — Reuse existing floor power. See Electrical Plan. Electrical Components L O �n O u Plan View Espresso 22 - Electrical Scale: 3/4" = 1' -0" JJ Receptacle and Data junction box for Cup Labeler at 26" AFF Receptacle for Undercounter Refrigerator at 26" AFF Toe Kick Receptacle for Instant Hot Water Tap at 26" AFF Receptacles for Espresso Machines at 26" AFF — Receptacle and Data junction box for Cup Labeler at 26" AFF Toe Kick (below) 1), RECEIVED CITY OF TUKWILi SEP 0 4 2012 PERMIT CEINI.. E 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record 10202 Fifth Avenue NE, Suite 102 Seattle, Washington 98125 p. 206,547,1940 j f. 206.547.8212 net 10278 REGISTERED ARCHITECT JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description rroject Haaress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Sales O'Brien Tori Thames Sheet Title: Scale: Casework Details 3/4" = 1' -0" Sheet Number: 1 -510 0 0 0 (J) CO CO 0 0 g (0 M F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcen 8/31/2012 12:56:52 PM 9' - 9" 6' - 10 1/2" Brew 05 - Plumbing Scale: 3/4" = 1' -0" 9' -9" Filtered Cold Water supply for Brewer with shut -off in cabinet at 24" AFF Direct drain line from Sink. Rough -in sink waste stub at 15 1/2" AFF and centerline of sink - Hot and cold water for Sink Faucet at 20 1/2" AFF. Shut- off valves at wall and 4" either side of waste line Brew 05 - Electrical Receptacle for Grinder /Scale at 26" AFF -- Receptacle for Brewer at 26" AFF - Double duplex receptacle for Coffee Warmers at 26" AFF Scale: 3/4" = 1-0" Direct drain line from Sink. Rough -in sink waste stub at 15 1/2" AFF and centerline of sink Tempered hot and cold water for Sink Faucet at 20 1/2" AFF. Shut -off valves at wall and 4" either side of waste line ADD 01 - Plumbing Scale: 3/4" = 1' -0" L.-._ -'i Data Junction Box for Cup Labeler at 26" AFF Double duplex receptacle for Refrigerator and Cup Labeler at 26" AFF Receptacle for Warming Oven at 26" AFF Warming 01 - Electrical Scale: 3/4" = 1' -0" L Electrical Components Lr 5' -6" Co N t�) 0 FF ) 0 Plan View POS 10 - Electrical Scale: 3/4" = 1' -0" Data Junction Box at 18" AFF Double duplex receptacle at 18" AFF Box base 18 "x3" 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 Juntion box for Phone at 18" AFF Receptacle and Junction Box for Safe security at 18" AFF Dedicated POS duplex receptacle at 18" AFF Countertop (above) Box base (below) REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION D.--.)1111 RECEIVED CITY OF TU,K VVI _. SEP 0 4 2012 PERMIT CEN�, 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record .DV 9 . E 10202 Fifth Avenue NE, Suite 102 Seattle, Washington 93125 p. 2M6.547. 1940 ) f. 206.547.82.12 i1ww kdw reC 10278 REGISTERED �^ ARCHITECT JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule / - 3' -10" 1' -9" 2' -6" ra mot Tii1i 0 •iIgolll• o 11 ill 1 T_7 ►_7 I Brew 05 - Electrical Receptacle for Grinder /Scale at 26" AFF -- Receptacle for Brewer at 26" AFF - Double duplex receptacle for Coffee Warmers at 26" AFF Scale: 3/4" = 1-0" Direct drain line from Sink. Rough -in sink waste stub at 15 1/2" AFF and centerline of sink Tempered hot and cold water for Sink Faucet at 20 1/2" AFF. Shut -off valves at wall and 4" either side of waste line ADD 01 - Plumbing Scale: 3/4" = 1' -0" L.-._ -'i Data Junction Box for Cup Labeler at 26" AFF Double duplex receptacle for Refrigerator and Cup Labeler at 26" AFF Receptacle for Warming Oven at 26" AFF Warming 01 - Electrical Scale: 3/4" = 1' -0" L Electrical Components Lr 5' -6" Co N t�) 0 FF ) 0 Plan View POS 10 - Electrical Scale: 3/4" = 1' -0" Data Junction Box at 18" AFF Double duplex receptacle at 18" AFF Box base 18 "x3" 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 Juntion box for Phone at 18" AFF Receptacle and Junction Box for Safe security at 18" AFF Dedicated POS duplex receptacle at 18" AFF Countertop (above) Box base (below) REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION D.--.)1111 RECEIVED CITY OF TU,K VVI _. SEP 0 4 2012 PERMIT CEN�, 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record .DV 9 . E 10202 Fifth Avenue NE, Suite 102 Seattle, Washington 93125 p. 2M6.547. 1940 ) f. 206.547.82.12 i1ww kdw reC 10278 REGISTERED �^ ARCHITECT JERRIMI S. OLSEN STATE OF WASHINGTON Revision Schedule Rev Date By Description I- I U/CUL f tUUI C.7.7. Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Scale: Casework Details 3/4" = 1' -0" Sheet Number: 1 -511 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A \Revit \03364 Southcenter Mall.rvt 8/31/2012 'I 2:56:52 PM Door Schedule Design ID I Count I Description Responsibility I Comments Interior Doors X0002 1 Door - Double Impact Double Acting - 36in IGC Eliason SCP -12, Aluminum finish Roll -up Grilles X0003 1 Security Grille 17-0" High, Field Verify Width (14'-1"+/-) GC Basis of design: - Overhead Door 670 Series Upcoiling Security Grille - Manually Operated with Crank - Dark Bronze Anodized Aluminum - Brick Pattern - 4 -1/2" Horiz. Spacing, 2" Vert. Spacing - Cremone Lock Furniture Schedule Design ID Count I Description Responsibility Comments Fixed Multiple Seating X0006 2 Custom Queue Rail Top VD Match WD0011 X0015 2 Table - Base Fixed Metal Strap - 42in - Hot Rolled Steel MT0011 VD Sim. to 12289 - Custom Width Finish - Ceiling Treatment Design ID Area Description Responsibility Comments X0010 543 SF Wood Grille Wall /Ceiling System GC Armstrong Woodworks Grille 5664BOGLC - Light Cherry Finish Finish - Floor Treatment Design ID Area Description Responsibility Comments X0011 24 SF Tile - Custom - Pental - Geotech - Geoblack Matte - 12inx24in GC Grout Specification Laticrete - Light Pewter X0020 482 SF Tile - Custom - Pental - Tecnoquartz - Silver Field - 12inx24in GC Grout Specification Laticrete - Light Pewter Finish - Wall Base Design ID Length I Description Responsibility Comments Comments 11403 63' - 4" Tile Base - Jackson Nero - 6x12 SB Grout - Mapei 09 - Grey X0007 63' - 0 1/2" Hot Rolled Steel Base - 6" GC 3/16in x 6in x 8ft min. steel plate. Miter and ease corners. Apply with adhesive Finish - Wall Treatment (Area) Design ID Area Description Responsibility Comments 11469 34 SF Plastic - Fiberglass Reinforced Panel - White SB SW use CP -1 Primer; NCS - S7502 Y ; Akzo Nobel - 30YY 10/308 X0020 466 SF Tile - Custom - Pental - Tecnoquartz - Silver Field - 12inx24in GC Grout Specification Laticrete - Light Pewter Finish - Paint Color Code Name LRV Responsibility Comments P534 -ES Paint - P534 - Eggshell 8 GC SW use CP -1 Primer; NCS - S7502 Y ; Akzo Nobel - 30YY 10/308 P550 -SG Paint - P550 - Semigloss 79 GC SW use CP -1 Primer; NCS - S1005 Y1 OR ; Akzo Nobel - 60YY 83/062 Aluminum Storefront Design ID Description Responsibility Comments X0018 2" Aluminum Glazing Frame for 1/4" Acrylic GC Clear Anodized Finish Graphics Schedule Design ID Count Description Responsibility Comments Fixed Artwork X0013 1 Mural - NS0052 VD Mural printed on 1/4" acrylic panels. Intent is to provide transluscent surface to allow backlighting. Movable Artwork 12837 5 Menu Board - 1 Front Panel Insert Style VD 10977 12839 5 Menu Board - Universal Mounting Hardware for Front Panels VD 11115 12976 1 Menu Board - Daily Offering Chalkboard Universal Mount Rectangular VD Food Service - Appliances & Equipment Signage Schedule Design ID I Count Description 1 Responsibility Comments Signage X0012 1 Sign - Custom Illuminated Tower Sign VD 6" Wordmark waterjet cut into aluminum housing, back with transluscent white plexi. Paint aluminum housing to match P534. X0016 1 Sign - Custom Blade Sign VD Illuminated logo disk on brushed aluminum rectangular blade Specialty Equipment Schedule Design ID I Count Description Responsibility Comments Comments 12023 1 Sur Dispenser ST ga S VD VD 12118 1 Condiment Cart Ran - 28x11 in VD VD Bath & Toilet Accessories 10977 1 Paper Towel Dispenser Full Size - Translucent Grey SB Hot Rolled Steel with Matte Sealer 11115 1 Soap Dispenser Sink Mounted SB WD0040 Food Service - Appliances & Equipment 10267 3 Fridge Undercounter 1 Door - 27in SB 12029 10344 1 Ice - Bin Drop In 951b SB 12035 10724 1 Grinder Grindmaster SB 12048 10746 1 Brewer Soft Heat Dual SB 12062 10856 2 Brewer Soft Heat Server SB 12069 12407 1 Oven TurboChef Next Generation SB 12080 12480 1 Fridge 1 Door with Countertop - 29in - SST SB 12081 12508 2 Blender Quiet Model On Counter SB 12096 X0001 1 Food Case - Harmony Chilled - 51in VD Provide with common panel between food cases X0019 1 Food Case - Harmony Ambient - 63in VD Provide with common panel between food cases Other Equipment 10091 1 Cup Dispenser Tall Hot Vertical SB 1 10314 1 Scale Digital with Adjustable Display Mount SB 1 10396 1 Cup Dispenser Short Hot Vertical SB 1 10855 2 Cup Dispenser Grande Venti Hot Vertical SB 1 Other Fittings X0017 2 Corner Guard - 3" Brushed Stainless Steel GC Full height - See elevations X0021 3 Corner Guard - 1.5" Brushed Stainless Steel GC Full height - See elevations Parts Bins 11061 I 1 'Trash Drop Ring Round SB Casework Schedule Design ID Count Description Responsibility Comments CP0010 11155 2 Espresso Machine Pump Mount - 10x10in VD 11915 1 Countertop - Hand Sink Stainless - 15in 380mm VD Espresso Countertop, Handoff 11945 2 Cabinet - 12in 305mm VD Hot Rolled Steel with Matte Sealer 11972 1 Cabinet - Espresso - 24in 610mm VD WD0040 12007 1 Cabinet - Sink or Ice Bin - 24in 610mm VD Live Edge 12029 1 Condiment Cart Base - 40in 1015mm VD Merch Wall Shelving 12035 1 Countertop - POS Solid Surface - 66in 1675mm VD Composite - Cream with Flecks 12048 1 Cabinet - CBS Ice Bin - RH - 24in 610mm VD WD0040 12062 1 Countertop - Espresso Rinse Sink Solid Surface - RH - 126 or 137in 3200 or 3480mm VD 12069 1 Cabinet - Brew Grind with Pullout Shelf - LH - 33in 840mm VD 12080 2 Cabinet - 15in 380mm VD 12081 1 Countertop - Handoff Solid Surface - RH - 30x35in 760x890mm VD 12096 1 Cabinet - with Drawer - 15in 380mm VD 12100 3 Espresso Countertop Support Leg Stainless VD 12111 2 Cabinet - POS - 22in 560mm VD 12126 1 Condiment Cart Top Solid Surface - 40in 1015mm VD 13408 1 Cabinet - Front Bar For Here Ware - 15in 380mm VD X0004 1 Countertop - Brew Grind Work Sink Solid Surface - LH - 102in 2590mm VD 8" Backsplash to align with top top wood top cap X0005 1 Countertop - CBS Solid Surface - RH - 105x48in 2655x1215mm VD 8" Backsplash to align with top top wood top cap X0014 1 Custom Built -In Merch Shelvig VD Fabricated Cabinets & Counters X0009 1 1 Menu Board Wall Shelf VD I Fixed Artwork X0012 I 1 Tower Sign Fixed Casework 12047 2 Panel - POS - 33in 840mm VD 12050 1 Panel - POS Bridge for Safe - 22x27in 560x685mm VD 12113 1 Diewall - Handoff Support - RH - 31 x19in 795x490mm VD 12471 1 Diewall - Espresso - RH - 137in 3480mm VD 12804 1 Diewall - Espresso Top Cap - RH - 137in 3480mm VD X0008 1 Panel - Espresso - RH - 137in 3480mm VD Custom length - See details CW Finish - NCS Regional Modern Location Description Finish Code Comments Concept Finish Backbar Casework Exterior Plastic Laminate - Dark Red w/ Grain PL0010 By Backbar Countertops Composite - Cream with Flecks CP0010 Condiment Cart Plastic Laminate - Dark Red w/ Grain PL0010 Condiment Cart Top Composite - Cream with Flecks CP0010 GC supplied Espresso Countertop, Handoff Composite - Cream with Flecks CP0010 Espresso Finish Panel Trim, Coffee Shuttle Shroud Hot Rolled Steel with Matte Sealer MT0011 Espresso Finish Panels Wood - End Grain Red Brown WD0040 Espresso Top Cap Wood - Amber Honey Stained WD0011 Live Edge Menu Board Wall Shelf Wood - Amber Honey Stained WD0011 rroject Haaress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Merch Wall Shelving Wood - Amber Honey Stained WD0011 POS, Frontbar Countertops Composite - Cream with Flecks CP0010 POS, Frontbar, POS Cash Corral Finish Panels Wood - End Grain Red Brown WD0040 Miscellaneous Finish Core Casework Interior Plastic Laminate - Almond (ST655 -S) Date By Espresso, POS, Frontbar Cabinet Back Plastic Laminate - Black Hand Sink Countertop Stainless Steel - #4 Brushed 16ga SST Over "Black" Duplex Outlets in Wainscot Locations Switchplate - Part #4752- 112 -CD Venetian Bronze GC supplied POS, Frontbar Cabinet Side Plastic Laminate - Black b REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 BUILDING kwrfa DIVISION RECEIVED CITY OF TUKWILA SEP 0 4 2012 PERMIT CEN 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record KD a% 'z >':. ..3 `ae 'B 3 10202 Fifth Avenue NE, Suite 102 Seattle, Washington 98125 p. 206.5 €7,1940 j f. 206,547.8212 :rte u:...,rae STATE OF WASHINGTON Revision Schedule Rev Date By Description rroject Haaress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/31/2012 Tori Thames N/A KDW Salas O'Brien Tori Thames Sheet Title: Scale: Schedules Sheet Number: 1 -601 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. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERING LLC 111 AIR C SUM! 1M, SNOHOMISH, NUS PHI 36041634677 FXa360463.3505 rensch.engi neering @comcast.net Revision Schedule PLUMBING SYMBOLS LEGEND PLUMBING ABBREVIATIONS GENERAL PLUMBING NOTES Description S OR W SANITARY OR WASTE PIPING BELOW SLAB (U.N.O.) SANITARY VENT PIPING GREASE WASTE PIPING BELOW SLAB (U.N.O.) CONDENSATE DRAIN COLD WATER PIPING HOT WATER PIPING COLD WATER FILTERED COLD WATER NANO FILTERED COLD WATER SOFTENED TEMPERED HOT WATER GREASE WASTE GAS PIPING REVERSE OSMOSIS WATER BV BALL VALVE GV GATE VALVE cll. V CHECK VALVE PTV PRESSURE REDUCING VALVE RV RELIEF VALVE BFP BACKFLOW PREVENTER HB HOSE BIBB SHOCK ABSORBER STRAINER WCO WALL CLEANOUT FCO FLOOR CLEANOUT FS FLOOR SINK WTEXT M WATER METER POC CONNECT TO EXISTING STOP VALVE AT FIXTURE 3PL THIRD PARTY LOGISTICS GC GENERAL CONTRACTOR REF REFERENCE GFCI GROUND FAULT REQ('D) REQUIRE(D) AFF ABOVE FINISHED FLOOR CIRCUIT INTERRUPTER REV REVISION /REVISION AHJ AUTHORITIES HAVING GW GREASE WASTE JURISDICTION SHT SHEET APPROX APPROXIMATE HR HOUR SPECS SPECIFICATION(S) HVAC HEATING, VEN11LA11ON SF SQUARE FEET BLDG BUILDING AND AIR CONDITIONING SS STAINLESS STEEL HW HOT WATER CLG CEILING HS HANDSINK TEL TELEPHONE CONST CONSTRUCTION HWS HOT WATER SUPPLY TEMP TEMPORARY CW DOMESTIC COLD WATER HWR HOT WATER RETURN TYP TYPICAL CXA COMMISSIONING AGENT 1MV TEMPERATURE MIXING VALVE LL LANDLORD TW TEMPERED HOT WATER DEG DEGREES LV LOW VOLTAGE DTL DETAIL MAX MAXIMUM UNO UNLESS NOTED OTHERWISE DN DOWN MECH MECHANICAL v VENT DWG(S) DRAWING(S) MC MECHANICAL CONTRACTOR MDP MAIN DISTRIBUTION PANEL W SANITARY WASTE EA EACH MEP MECHANICAL, ELECTRICAL WH WATER HEATER EC ELECTRICAL CONTRACTOR AND PLUMBING WP WEATHER PROOF ELEC ELECTRICAL MFG MANUFACTURER WCO WALL CLEANOUT EM EMERGENCY MIN MINIMUM (E) OR (EX) EXISTING MS MOP SINK EXTERIOR NL NIGHTLIGHT FD FLOOR DRAIN NTS NOT TO SCALE FS FLOOR SINK F&I FURNISH & INSTALL PC PLUMBING CONTRACTOR FIR FLOOR PS PREP SINK FT FOOT /FEET POC POINT OF CONNECTION FCO FLOOR CLEANOUT PM PROJECT MANAGER 1. PC SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO 5. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY CONSTRUCTION AND BE RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OTHER TRADES, AND NOTIFY STARBUCKS CM OF ANY DISCREPANCIES PRIOR TO OF WORK TO REVEAL THE FULL SCOPE OF WORK. IN ADDITION THE PC SHALL PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, PIPING, SAND FIXTURES FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT PREVENTS THE FROM FROM ACTUAL BUILDING DIMENSIONS. PROPER INSTALLATION OF THE PLUMBING WORK. 6. THE PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH OTHER 2. PC SHALL COORDINATE WITH THE GC TO PATCH AND REPAIR ALL EXISTING TRADES. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL WALLS FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT OTHER DRAWINGS. SEE ARCH. DRAWINGS FOR FIXTURES IN CASEWORK AND MAY BECOME DAMAGED DURING THE COURSE OF WORK. PLUMBING DETAILS. 3. EXPOSED /SURFACE MOUNTED PIPING IS ONLY ALLOWED IN THE BAR AREA 7. UNLESS OTHERWISE NOTED(SEE ARCH. SHEETS), THE CONTRACTOR SHALL UNDER COUNTERTOPS, WHERE IT DOES NOT OBSTRUCT CABINETS /DEVICES AND REMOVE ALL EXISTING PLUMBING FIXTURES INCLUDING PIPING AND ALL OTHER WHERE APPROVED BY STARBUCKS CM. IF ROUTED THROUGH CABINETS IT MISC. DEVICES AS DIRECTED BY THE GC THAT IS NOT BEING SALVAGED OR REUSED. EQUIPMENT FIXTURES INDICATED ON DRAWINGS TO BE REUSED SHALL DAMAGE ROUTED TO MAXIMIZE STORAGE SPACE AND BE PROTECTED FROM BE INSPECTED AND IF DEFECTIVE, REPLACED. COORD. WITH GC AND STARBUCKS . CM. 4. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INENT OR ARRANGEMENT OF SYSTEM(S). F&I ALL COMPONENTS NEEDED WHETHER 8. ALL PIPING AND /OR PLUMBING DEVICES SHALL BE SUPPORTED FROM INDICATED OR NOT TO PROVIDE A COMPLETE AND OPERA11NG SYSTEM. STRUCTURE (NOT FROM HVAC DUCTS OR OTHER PIPES /CONDUITS). 9. ALL IS NEW UNLESS OTHERWISE NOTED. NOT ALL EXISTING PIPING AND DEVICES ARE SHOWN. MAINTAIN CONNECTIONS TO EXISTING FIXTURES AS NEEDED (NOT NECESSARILY SHOWN). — v ---t "....1----- GW }-� CD CD I �.F CW CWF HW CWF S CWN CWN CWS CWS TW GW GW 1 LANDLORD REQUIREMENTS NOTE: SOME SPECIFICATION SECTIONS INDICATED ON THIS SHEET MAY NOT APPLY TO THIS EXISTING STORE'S RENOVA11ON SCOPE. CONTRACTOR SHALL VERIFY RENOVATION SCOPE AND APPLY APPROPRIATE SPECIFICATION SECTION REQUIREMENTS. CONFIRM WITH CM. ® 4. G RO G RO 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. PLUMBING SPECIFICATIONS BASIC MATERIALS AND METHODS PIPING INSULATION GENERAL SPECIFICATION NOTES MATERIALS PROVIDE ALL NEW MATERIAL AND FIXTURES UNLESS NOTED OTHERWISE. ALL FIXTURES AND MATERIALS SHALL BE LABELED AND LISTED WHERE REQUIRED BY CODE AND AHJ. CUTTING, CORING AND FITTING PERFORM REPAIRING AND FINISHING OF THE WORK NECESSARY FOR THE INSTALLATION OF THE FIXTURE. HOWEVER, NO CUTTING OF THE WORK OF OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL BE DONE WITHOUT THE CONSENT OF THE ARCHITECT, CONSTRUCTION MANAGER, GC, AND /OR OWNER. PROPERLY FILL, SEAL, FIREPROOF, AND WATERPROOF ALL OPENINGS, SLEEVES AND HOLES IN SLABS, WALLS, AND CASEWORK. HANGERS & SUPPORTS THE PLUMBING CONTRACTOR SHALL F &I ALL PIPE SUPPORTS NEEDED FOR EQUIPMENT AND MATERIAL. ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS SPACED NOT MORE THAN 10 FEET O.C. FOR PIPES 1 -1/4" AND LARGER, AND 8 FEET O.C. FOR PIPES SMALLER THAN 1 -1/4" AND AT EACH JOINT FOR SOIL OR WASTE PIPE. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE NEEDED TO PREVENT SAGGING. HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH GALVANIZED COATINGS; NONMETALLIC COATED FOR HANGERS IN DIRECT CONTACT WITH COPPER TUBING. 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. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 1 -1/2 ". WELD PIPING USE NON -LEAD, NON - ANTIMONY SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIPE. INSTALLATION INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE BRACKET STANDOFFS FROM MOUNTING SURFACES SUFFICIENT TO ALLOW 1 CLEANING SPACE AROUND ALL 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 /STRUCTURE. SEAL PIPE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRESTOPPING SEALANT MATERIAL MEETING CODE, AHJ, AND SHALL BE LAID IN SEPIRATENT TRENCHES WITH A MINIMUM HORIZONTAL LINES SPACING AS REQUIRED BY CODE, EXCAVATED TO THE PROPER DEPTH AND GRADED TO PRODUCE THE REQUIRED FALL. EQUIPMENT THE PLUMBING CONTRACTOR SHALL VERIFY ANY EQUIPMENT LOCATION AND SIZES REQUIRING PLUMBING CONNECTION(S) WITH THE TRADE AND VENDOR SUPPLYING THE EQUIPMENT PRIOR TO ROUGH -IN. CLEANOUTS F &I J.R. SMITH OR EQUIVALENT FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS AND WHERE NEEDED IN ALL SOIL, WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR CARPETED FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP WITH TILE RECESS. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. WHERE CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE CONCEALED BEHIND CHROME PLATED ACCESS COVERS. TEST1NG 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 AHJ. TEST WATER PURITY ACCORDING TO AHJ AND SUBMIT CERTIFIED TEST RESULTS TO AHJ FOR REVIEW AND APPROVAL. SOIL, WASTE AND VENT PIPING 10" SOIL, WASTE AND VENT PIPING 10 AND SMALLER SHALL BE SERVICE WEIGHT, HUBLESS, CAST IRON PIPE AND FITTINGS WITH NEOPRENE GASKET AND STAINLESS STEEL SHIELD AND CLAMP. PROVIDE HUB -TYPE PIPE AND FITTINGS BELOW GRADE WHERE REQUIRED BY LOCAL CODES OR AHJ. SCHEDULE 40 ABS AND FITTINGS WITH SOLVENT WELD MAY BE SUBSIITUED FOR SOIL, WASTE AND VENT PIPING, ABOVE AND BELOW GROUND IF ALLOWED BY AHJ. HORIZONTAL RUNS SHALL DRAIN AT A GRADE OF 1/4 INCH PER FOOT WHERE POSSIBLE BUT IN NO CASE LESS THAN 1/8" PER FOOT. APPLY TO BUILDING DEPARTMENT FOR VARIANCE IF 1/8" IS NEEDED. COORDINATE WITH AHJ FOR DRAINAGE REQUIREMENTS FOR EQUIPMENT DESIGNATED WITH INDIRECT WASTE TO FLOOR DRAINS. PROVIDE PIPED DRAIN TO SANITARY IF REQUIRED BY AHJ. RELOCATE ANY VENTS NECESSARY TO GIVE 10 FOOT CLEARANCE FROM HVAC INTAKE. COORDINATE WITH HVAC CONTRACTOR. DOMESTIC WATER PIPING 2° AND SMALLER SHALL BE COPPER TUBE WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH LEAD FREE SOLDER. PROVIDE TYPE "L" COPPER TUBE ABOVE GROUND AND TYPE "K" BELOW GROUND. CONDENSATE DRAINAGE PIPING THE PLUMBING CONTRACTOR SHALL F &I CONDENSATE DRAINS FOR AIR HANDUNG UNITS, REFRIGERATION EQUIPMENT, & ANY OTHER APPLICABLE EQUIPMENT. CONDENSATE DRAINAGE PIPING SHALL BE TYPE "M" COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH 50/50 SOLDER. NATURAL GAS PIPING GAS PIPING SHALL BE SCHEDULE 40, SEAMLESS, BLACK STEEL PIPE. PROVIDE PIPING SUPPORT BLOCKING ON ROOF THAT IS COMPATIBLE WITH ROOFING SYSTEM AND PIPE HANGERS /STRAPS PER CODE. WATER PIPING PROVIDE THERMAL INSULATION ON ALL HOT & COLD WATER, AND HORIZONTAL WASTE PIPING IN CEILING SPACES, AND ON ALL COLD WATER PIPING IN CASEWORK AND BAR AREAS. USE SELF - SEAUNG CLOSED CELL FOAM OR JACKETED FIBERGLASS INSULATION WI1H MANUFACTURER APPROVED ADHESIVES, SEALERS, AND COATINGS. ALL MATERIALS USED SHALL HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 A SMOKE DEVELOPED INDEX NOT MORE THAN 50 OR 50 FOR FUEL CONTRIBUTED. UNLESS OTHERWISE REQUIRED BY THE AHJ OR ENERGY CODES, THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: PIPE SIZE INSULATION THICKNESS NOTE: " " " " CONTRACTOR MEANS PLUMBING CONTRACTOR WHEN REFERENCED ANYWHERE IN THE PLUMBING CONSTRUCTION DOCUMENTS UNLESS WORK AND EQUIPMENT HAS BEEN COORDINATED BETWEEN THE PLUMBING AND GENERAL CONTRACTORS TO BE PROVIDED BY THE GENERAL CONTRACTOR. "NEEDED ", "PROVIDE ", AND "INSTALL" MEANS ALL ITEMS CALLED OUT IN THE CONTRACT DOCUMENTS AND ANY ADDITIONAL ITEMS NOT CALLED OUT BUT REQUIRED TO MAKE A COMPLETE AND OPERATIONAL SYSTEM. SCOPE THE INTENT OF THE SPECIFICATIONS AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ASME, ASTM, UL, NEMA, NSF, ANSI, ASHRAE, NFPA, IAPMO, OR ICBO, OR OTHERAPPUCABLE AGENCY AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT PLUMBING CODE, STATE AND LOCAL CODES /ORDINANCES AND AHJ. ALL WORK SHALL ALSO BE IN COMPLIANCE WITH BUILDING OWNER'S CRITERIA. IN CASE OF CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, CODES, ORDINANCES, AND AHJ, THE MOST STRINGENT STANDARD (IN THE OPINION OF THE ENGINEER) SHALL APPLY. THE PLUMBING CONTRACTOR SHALL SATISFY CODE, AHJ, DRAWINGS, AND SPECIFICATIONS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST. PERMITS AND FEES THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING SCOPE OF WORK. WARRANTY THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK DA EAOF WORKMANSHIP FOR A ONE (1) YEAR DEFECTS IN M BY STARBUCKS AN 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. LESS THAN OR 1" EQUAL TO 1h" = " 2 DIA. OR GREATER= 1-1/2" INSULA11ON VALUE = k VALUE NOT EXCEEDING 0.27 BTU * INCH /h *ft * F SAFETY COVERS INSTALL NO -SCALD SAFETY COVERS WITH INSULATED FOAM LINER AND TAMPER PROOF STRAP AT EXPOSED PIPING UNDER ADA SINKS AS FURNISHED BY STARBUCKS. ICE BIN DRAINS INSULATE ICE BIN COPPER DRAIN LINES WITH 1/2 " THICK, SELF - SEALING, SECTIONAL CLOSED CELL FOAM. RAIN CONDUCTORS INSULATE RAIN WATER CONDUCTORS WHICH PASS THROUGH OCCUPIED AREAS WITH 1/2 " THICK FIBERGLASS. HVAC PIPING INSULATE COOLING COIL PIPING AND CONDENSATE PIPING WITH CODE & C NDENS OR WATER SUPPLY CLOSED PING SYSTEMS AND CONDENSATE PIPING WITH CODE & MANUFACTURER SIZED, HEAVY DUTY, SELF SEALING, JACKETED FIBERGLASS. VALVES GENERAL PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. 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 MOVING EQUIPMENT. EQU PMENT..RPROV DE STOP VALVESRFOR ALLVEQUIPMENT WHETHER SHOWN ON THE DRAWINGS OR NOT. VALVES SHALL BE LISTED /APPROVED FOR USE BY AHJ AND CODE REQUIREMENTS. VALVES PROVIDE VALVES FOR WORKING PRESSURE IN WATER PIPING OF 125 PSI OR GREATER. UNLESS NOTED OTHERWISE VALVES SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: VALVE TYPE :DESCRIPTION PLUMBING FIXTURES 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. REFER TO SCHEDULES ON DRAWINGS (PLUMBING & ARCH. SCHEDULES) FOR A DESCRIPTION OF LISTED ITEMS AND FURNISH ANY AND ALL PLUMBING FIXTURES LISTED AS "GC" UNDER THE "RESPONSIBILITY" COLUMN. ANY DISCREPANCIES ABOUT WHO IS TO PROVIDE PLUMBING FIXTURES IN THE SCHEDULE SHALL BE BROUGHT TO THE ATTENTION OF THE GC PRIOR TO BID. THE GC SHALL COORDINATE WITH STARBUCKS FOR CLARIFICATION. INSTALL ALL FIXTURES LISTED REGARDLESS OF WHO SUPPLIES. FIRE SPRINKLER SYSTEM THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE LANDLORD TO HAVE THE AN A ON RACT CONTRACTOR COO DESIGN, MODIFY AND PERMIT MODIFICATIONS APP APPROVED E SO THE EXISTING SPRINKLER R DE SYSTEM MO PER CODE & AHJ AS NEEDED. COORDINATE W /STARBUCKS CM. (ALL NOT SHOWN). CHECK VALVE (UP TO 2 "): BRONZE ,HORIZ.SWING,Y - PATERN,RENEWABLE SEAT /DISC BALL VALVE (UP TO 3"): BRASS,FULL PORT,QUARTER TURN GATE VALVE (UP TO 3-): BRONZE,NON- RISING STEM,SOLID WEDGE TEMPERATURE AND PRESSURE RELIEF VALVE: RATED FOR POTABLE WATER HEATING STORAGE VESSEL WITH SAFETY CERTIFICATION PER AHJ WATER HAMMER ARRESTOR: PRE-CHARGED, SEALED CHAMBER BACKFLOW PREVENTER (WHOLE-HOUSE): DOUBLE CHECK VALVE ASSEMBLY WITH UNION BALL VALVES SND SAFETY ERDOUBLE N CHECK AHJ BACKFLOW PREVENTER (SINGLE DEVICE): DOUBLE CHECK VALVE ASSEMBLY WITH SAFETY CERTIFICATION PER AHJ VACUUM RELIEF VALVE: BRASS BODY AND STAINLESS STEEL INTERNALS PRESSURE REDUCING VALVE: BRONZE,25 TO 75 PSI REDUCED PRESSURE RANGE AND UPSTREAM /DOWNSTREAM PRESSURE GAUGES TRAP SEAL PRIMER: BRONZE,PRESSURE BASED AUTOMATIC PRIMING SUPPLY WATER SERVICE IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 PSI, THEN PROVIDE A PRESSURE REGULATOR IN MAIN SUPPLY TO REDUCE WATER PRESSURE. PROVIDE''! BACKFLOW PREVENTION ON WATER SERVICE IF REQUIRED BY LOCAL CODE. 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. FOR REMODELS, PROVIDE MIXING VALVE UNDER HAND SINKS) IF THERE IS NOT EXISTING 1MV AND PIPING. PLUMBING SHEET INDEX P -001 PLUMBING SPECIFICATIONS RECEIVED P -111 PLUMBING SUPPLY PLAN & SCHEDULE P -112 PLUMBING WASTE & VENT PLAN CITY OF Tl1 �JIL P -501 PLUMBING DETAILS SEP 0 2012 PERMIT CENTER R C� ),.. bL2IF �F { F3 4ism ' ,A y , A 1 ,ter . � 1 I o f . -. ,.. e'N 116. 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. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERING LLC 111 AIR C SUM! 1M, SNOHOMISH, NUS PHI 36041634677 FXa360463.3505 rensch.engi neering @comcast.net Revision Schedule Rev Date By Description rroject Haaress: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King Store #: Project #: 03364 12197 -021 Issue Date: 08 -28 -12 Sbux Design Manager: Tori Thames Designed by: Bill Bennecker Drawn by: Martin Traicoff Checked by: Chris Rensch Sheet Title: Scale: Plumbing Specifications I F .Sheet Nu AND P -001 Design ID [Count Plumbing Fixture Schedule Description 1 Responsibility 'Comments Cold Water Service 10153 1 1 Faucet - Water Tower - 12in Food Service Equipment 10874 1 1 Faucet - Hot Water Dispenser Gooseneck SB SB Other Plumbing Fixtures 10152 1 Faucet - Double Laboratory with Bent Riser Spout SB 10215 2 Faucet - Double Laboratory with Swing Spout SB 10597 1 Faucet - Single Handle SB 10943 1 Faucet - Single Laboratory with Swing Spout SB 11003 1 Faucet - Dipperwell SB Metered Sinks 10505 1 Sink - Rinse Drop In - 27x20in SB 10549 1 Sink - Work Drop In SST - 12x20in SB 12807 1 Sink - Utensil Rinse with Grate SST - LH - 14x2Oin 355x510mm SB 10549 10505 10152 10943 GED 10215 3/4"CW, 3/4"CWF, 1/2"HW @ l EXISTING PLUMBING FIXTURES TO REMAIN (TYPICAL U N.0.) r 10153 10215 10874 PLUMBING SUPPLY PLAN 12 GENERAL SUPPLY NOTES 0 SEE P-001 GENERAL PLUMBING NOTES FOR FURTHER REQUIREMENTS. 0 COLD WATER SUPPLY LINES INSIDE CASEWORK & BAR AREA TO BE COVERED WITH 1/2" THICK SELF SEALING, SECTIONAL CLOSED-CELL FOAM INSULATION. REFER TO SPECIFICATIONS FOR HOT WATER SUPPLY LINE INSULATION REQUIREMENTS. 0 NOTE NOT USED. 0 STOP VALVES SHALL BE F&I AT ALL PLUMBING FIXTURES EVEN IF NOT SHOWN IN PLAN. 0 RUN ALL PIPING CONCEALED. VERIFY BACKFLOW PREVENTER REQUIREMENTS OF EQUIPMENT WTH INSPECTOR BEFORE BID. BACKFLOW PREVENTERS SHALL BE FURNISHED, INSTALLED, & INSPECTED PER CODE & AHJ (NOT NECESSARILY SHOWN). 0 SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ALL EXPOSED PIPES. PAINTING OF PIPES SHALL INCLUDE ALL NEW AND EXISTING PIPES. SUPPLY KEY NOTES 0 0 (ID CONNECT TO EXISTING CW (CONFIRM POC). CONNECT TO EXISTING HW (CONFIRM POC). CONNECT TO EXISTING CWF (CONFIRM POC). CONNECT TO EXISTING TW (CONFIRM POC). NOTE NOT USED. NOTE NOT USED. HANDSINK: 1/2" TW & CW SUPPLY. COFFEE BREWER: 1/2° CWF SUPPLY. INSTALL SHUT-OFF IN CABINET 024" AFF REDUCE TO 3/8 AT UNIT. ESPRESSO MACHINE: 1/2" CWF SUPPLY. CONNECT BRAIDED STAINLESS STEEL HOSE FROM SHUT-OFF TO PUMP & THEN TO ESPRESSO MACHINE WATER INLET. DIPPERWELL FAUCET: 1/2° CW SUPPLY. HOT TAP: 3/8" CWF SUPPLY. REDUCE TO 1/4 " AT UNIT. WATER TOWER FAUCET: 3/8" CWF SUPPLY. NOTE NOT USED. BACKFLOW PREVENTER: F&I IN EACH SUPPLY LINE. WATTS MODEL SD-3, DUAL CHECK, 3/8" SIZE, ASSE 1032 APPROVED, W/ATMOSPHERIC VENT PIPED TO NEAREST FLOOR SINK. F&I PER CODE. NOTE NOT USED. NOTE NOT USED. 0 WORK SINK FAUCET: 1/2" HW & CW SUPPLY. a PITCHER RINSER FAUCET (2 HANDLE): 1/2" HW & CW SUPPLY. F&I BACKFLOW PREVENTERS. 0 PITCHER RINSER FAUCET (1 HANDLE): 1/2"CW SUPPLY. F&I BACKFLOW PREVENTER. CD ROUTE PIPE(S) CONCEALED BELOW COUNTER & TIGHT TO BAR WALL (COORD. W/GC) RECEIVED CITY OF TUKML,A SEP 0 4 2012 PERMIT CEN11-:-.J-li 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. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. REMICK ENGINEERING LLC 111 AVL C SUITS 104, SNOHOMISH, NM PHI 3604113-6477 FX1311041413-3565 rensc h. en gine ering©comc astmet Revision Schedule Rev Date By Description Project Address: Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 03364 12197-021 08-28-12 Tori Thames Bill Bennecker Martin Traicoff Chris Rensch Sheet Title: Scale: Plumbing Supply Plan & Schedule qt. 10505 GENERAL WASTE /VENT NOTES KEY NOTES QSEE P -001 GENERAL PLUMBING NOTES FOR FURTHER REQUIREMENTS. °J t ALL IS NEW UNLESS OTHERWISE NOTED. OWHEN BUNDLING SEVERAL INDIRECT WASTE LINES TO DRAIN INTO A FLOOR SINK, A UNISTRUT IS REQUIRED FOR SECURING AND BRACING ALL LINES ABOVE THE DRAIN. �D F &I ALL NEEDED INDIRECT DRAINS PER CODE (NOT ALL SHOWN). INSTALL DRAINS AT 2% SLOPE WHERE POSSIBLE WITHOUT DIPS OR SAGS. ALL INDIRECT DRAINS SHALL RUN SEPARATELY FROM EACH OTHER TO INDIRECT DRAIN RECEPTOR AND SHALL TERMINATE W /AN AIR GAP PER CODE. 0 NOTE NOT USED. ALL P -TRAPS (IMTH INTEGRAL UNION) & TAIL PIECE TO BE TYPE ABS UP TO AND INCLUDING THREADED COUPLING TO BASKET STRAINERS. ® F&I WALL CLEANOUTS AT ALL SINKS AND AS NEEDED AND PER CODE (NOT ALL SHOWN). F &I ANY NEEDED INDIRECT PIPING FROM BACKFLOW DEVICES TO FLOOR SINKS (TYP)(NOT SHOWN). EXISTING FLOOR SINK 0 o j 0 HANDSINK 10549 EXISTING FLOOR SINK u EXISTING PLUMBING FIXTURES TO REMAIN (U.N.O.) 3X2 INDIRECT DRAIN HUB PLUMBING WASTE I VENT PLAN 0 1 2 3 4 8 12 01 CONNECT TO EXISTING WASTE ABOVE FLOOR (CONFIRM EXACT POC). 0 CONNECT TO EXISTING VENT (CONFIRM EXACT POC). 0 ROUTE INDIRECT DRAIN BEHIND UNDER COUNTER REFRIGERATOR TIGHT TO WALL. F &I BUMPER GUARD. 04 NOTE NOT USED. 08 NOTE NOT USED. 09 ICE BIN: PROVIDE 1 -1/2" INDIRECT INSULATED DRAINLINE TO FLOOR SINK. 10 ESP SINK: PROVIDE 1 -1/2" INDIRECT DRAIN TO FLOOR SINK. 11 NOTE NOT USED. @.: HAND SINK: PROVIDE 2" WASTE/1-1/2"V. @.: NOTE NOT USED. 14 WORKSINK: PROVIDE 2" WASTE /1- 1/2 "V. 15 NOTE NOT USED. 18 NOTE NOT USED. 19 CBS DRAINBOARD: PROVIDE 1" INDIRECT DRAIN TO FLOOR SINK. 20 PITCHER RINSER SINK: PROVIDE 1 -1/2" INDIRECT DRAIN. 21 NOTE NOT USED. 23 NOTE NOT USED. 24 ESPRESSO MACHINE: PROVIDE FEMALE PIPE THREAD FROM ESPRESSO MACHINE DRAIN TRAY TO INDIRECT HUB DRAIN. 2" INDIRECT LINE FROM HUB DRAIN TO FLOOR SINK. RECEIVED CITY OF TU K ^!i SEP 0 4 2012 PE.RMIT CE 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. 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 Staroucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENBCH ENGINEERING 111 AVE. C SUITE 104, SNOHOMISH, 0Sag0 PHI 3604634677 FX1360- 863.3 rensch.engi neering@co mcast.net Revision Schedule Rev Date By Description Project Address: (15 2 0 +) cD 0 V) > 00 00 N < a) c p t� >> Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 03364 1 21 97-021 08 -28 -12 Tori Thames Bill Bennecker Martin Traicoff Chris Rensch Sheet Title: Scale Plumbing Waste / Vent Plan BRAIDED STAINLESS STEEL HOSE. 9/16 -24 UNEF COMPRESSION CONNECTION 150 PSIG MIN. RATING. (TYP. 2) COUNTER TOP 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 HUB DRAIN 3/4° 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. HOLD PIPING TIGHT TO BACK WALL (TYP.) BACK FLOW PREVENTION DEVICE WHERE REQUIRED. VERIFY TYPE AND LOCATION WITH LOCAL JURISDICTION. 3/4 "CWF 3/4' .i- --- 1 /2 "HW S >SEE ESP SINK DETAIL. _ f ---1 /2 "CW - RBALL VALVE ® STUB UP (TYP.) AIR GAP PER CODE. MINIMUM FLOOR ESPRESSO MACHINE PIPING CONNECTION DETAIL NTS * IF ONLY ONE ESPRESSO IS SHOWN IN PLAN VIEW AT THE FRONT LINE, F &I PIPE TO FUTURE LOCATION & BALL VALVE. DETAIL NOTES 1. THIS DETAIL IS SCHEMATIC ONLY. SEE THE PLAN DRAWINGS. 2. 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. 3. ALL PIPING SHALL BE HELD TIGHT TO WALLS, SLOPED WHERE NEEDED AND ROUTED TO ALLOW ACCESS TO EQUIPMENT AND VALVES. 4. ROUTE HORIZONTAL PIPING A MINIMUM OF 6" ABOVE FLOOR. 5. COORDINATE LOCATION AND ELEVATION OF ALL EQUIPMENT WITH OTHER TRADES. ORIENT PUMP AS NEEDED TO ALLOW MAINTENANCE. "FILTERED" = FW A- SYSTEM - CWF B- SYSTEM - CWN C- SYSTEM - RO REFER TO SUPPLY PIPING DIAGRAM SEE ESPRESSO MACHINE PIPING CONNECTION DETAIL (WHERE APPLICABLE) WATER TOWER HOT TAP FAUCET ESP SINK RIGHT HAND SHOWN (LEFT HAND SIM.) A ciy METERED FAUCET SHUT OFF VALVE (TYP.) BACKFLOW PREVENTER (TYP.) ESP SINK PIPING DETAIL N.T.S. SINK /ICE BIN ABS THREADED COUPLING TO BASKET STRAINER IE N AT (OR ACHANGES-----I- IN D BY AHJ) ABS DWV FITTINGS (TYP.) AIM J' MI% r of PIPE HANGER SUPPORT (OR PIPE CLAMP SUPPORT AS NEEDED. ABS INDIRECT DRAIN PIPE (SEE PLAN FOR SIZES). F &I ADDI11ONAL OFFSETS AS MAY BE NEEDED. PIPE CLAMP SUPPORT AT DRAIN TERMINATION (& BLOCKING -NOT SHOWN) DISCHARGE INTO OPEN AREA to OF FLOOR SINK W /2" AIR GAP FLOOR J FLOOR SINK NOTES: 1. F &I ALL WORK PER CODE AND AHJ REQUIREMENTS 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 F&I TRAPPED INDIRECT DRAIN AND VENT IF REQUIRED BY CODE AND /OR AHJ. (NOT SHOWN) SINK INDIRECT DRAIN DETAIL NTS VENT IF REQUIRED BY CODE AHJ TO OUTSIDE(DO NOT CONNECT TO ANY SEWER VENT) PROVID CLEANOUTS IN TURNS/ENDS OF PIPE. SLOPE PIPE PER CODE. SEE PLAN(S) FOR SIZE. 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. NOTES: 1. F &I ALL WORK PER CODE AND AHJ REQUIREMENTS EVEN IF NOT SPECIFICALLY SHOWN. 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & OFF THE FLOOR FOR CLEANING PURPOSES. 3. ALL FLEXIBLE INDIRECT DRAIN LINES FOR APPLIANCES SHALL BE MANUF. REQUIREMENTS. SUPPORT LINES SO THERE ARE NO SAGS DISCHARGE INTO OPEN AREA F FLOOR SINK W /2" AIR GAP (OR AS ALLOWED BY CODE) FLOOR SINK(OR FUNNEL DRAIN) PIPES SHALL BE MOUNTED INSTALLED PER CODE /AHJ AND OR DIPS IN LINE. TYPICAL CONDENSATE /EQUIPMENT INDIRECT DRAIN DETAIL NTS NOTE: SCHEMATIC - ADAPT AS NEEDED FOR EXACT SITUATION. RECEIVED CITY OF TUKWILA SEP 0 4 2012 PERMIT CENITFF: 1 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. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENBCI -I ENGINEERING' LLC 111 AV! C SUITS 104, SNOHOMIISH, 98290 PH. 360.8636677 FX1300-863-3565 rensch.engineering©co mcast.net Revision Schedule Rev Date By Description CO 2 cc) _5 Cd CD ) C 1 N r C) u a� U> c .� c% - D ¢ V Q = .>' t = -§ c -(11) D�� = U3 u)' I- O t Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 03364 12197 -021 08 -28 -12 Tori Thames Bill Bennecker Martin Traicoff Chris Rensch Sheet Title: Scale: Plumbing Details HVAC SYMBOLS LEGEND HVAC ABBREVIATIONS LANDLORD REQUIREMENTS GENERAL MECHANICAL NOTES AFF ABOVE FINISHED FLOOR LL LANDLORD AHJ AUTHORITIES HAVING JURISDICTION LV LOW VOLTAGE APPROX APPROXIMATE MAX MAXIMUM BLDG BUILDING MECH MECHANICAL MC MECHANICAL CONTRACTOR CLG CEILING MEP MECHANICAL, ELECTRICAL CONST AND PLUMBING CO CEILING DIFFUSER MFG MANUFACTURER CO2 CARBON DIOXIDE MIN MINIMUM DEG DEGREES NTS NOT TO SCALE DTL DETAIL DM STARBUCKS DESIGN MANAGER OSA OUTSIDE AIR DN DOWN DWG(S) DRAWINGS) PM PROJECT MANAGER EA EACH REF REFERENCE EC ELECTRICAL CONTRACTOR REQ('D) REQUIRE(D) ELEC ELECTRICAL REV REVISION /REVISION EM EMERGENCY RG RETURN GRILLE (E) (EX) EXTERIOR RT ROOFTOP EG EXHAUST GRILLE SHT SHEET F&I FURNISH & INSTALL SPECS SPECIFICATIONS) SF SQUARE FEET FIR FLOOR SS STAINLESS STEEL FT FOOT /FEET TEMP TEMPORARY G GAS PIPING TYP TYPICAL GC GENERAL CONTRACTOR HR HOUR UNO UNLESS NOTED OTHERWISE WH WATER HEATER HVAC HEATING, VENTILATION, WSW WATER SOURCE HEAT PUMP AIR CONDITIONING PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH 1. ALL IS NEW UNLESS OTHERWISE NOTED. 2. MC SHALL VERIFY THE LOCATION OF ALL EXISTING DUCTWORK, UNITS AND MISC. PRIOR T N I I 0 CONSTRUCTION AND BE RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL THE FULL SCOPE OF WORK. IN ADDITION, THE MC SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTING, AND HVAC UNITS WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT PREVENTS THE PROPER INSTALLATION OF THE HVAC WORK. 3. MC SHALL COORDINATE WITH THE GC TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF WORK. 4. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF SYSTEMS . F&I ALL COMPONENTS NEEDED WHETHER INDICATED OR NOT TO PROVIDE A COMPLETE AND OPERATING SYSTEM. 5. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY STARBUCKS CM 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. 6. THE MC SHALL COORDINATE HVAC WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. SEE ARCH. DRAWINGS FOR DIMENSIONED DIFFUSER LOCATIONS AND MOUNTING HEIGHTS WHERE EXPOSED. 7. NOTE NOT USED. 8. ALL HVAC DUCTWORK AND EQUIPMENT SHALL BE SUPPORTED FROM STRUCTURE (CONFIRM) AND NOT FROM OTHER DUCTS, PIPING, CONDUITS OR CEILING SUPPORTS. 9. NEW DUCTWORK AND EQUIPMENT SHALL NOT BE INSTALLED WHERE IT OBSTRUCTS ANY EXISTING OR NEW AREAS THAT REQUIRE ACCESS. "TYPICAL SUPPLY DUCT UP /DN DUCT HEATER INDICATES UNLINED 12" x 8" O.D. SHEETMETAL (1ST FIGURE = SIDE SHOWN, 2ND FIGURE = SIDE NOT SHOWN) 12 X 8 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. UP / / TYPICAL RETURN DUCT UP /DN ' Q MANUAL U L VOLUME DAMPER BACK DRAFT DAMPER BAROMETRIC DAMPER DUCT SMOKE DETECTOR MOTORIZED DAMPER INDICATED 14" x 10" 0.D. SHEETMETAL W/ 1" SOUNDLINER (U.N.O.), 12" x 8" I.D. NET 'co °m j2 X 8 -- TURNING VANES , 'N - FLEXIBLE CONNECTION is EQUIPMENT DESIGNATION , } ■ ® THERMOSTAT d CO2 SENSOR COMBINATION SMOKE AND FIRE DAMPER SPIN -IN TAKE -OFF AND �� VOLUME DAMPER '1.51? FLEXIBLE DUCT .� 12 0 NECK SIZE CD --1 400-* 0 SENSOR (fj UNDERCUT DOOR SUPPLY AIR DESIGN CFM (WHERE APPLICABLE) RETURN AIR = 100% RETURN AIR (ADJUST AS NEEDED FOR OSA) —► ARROW RETURN /EXHAUST AIR ARROW DIFFUSER TYPE, REF. SCHEDULE MECHANICAL SHEET INDEX --› EN DIFFUSER FN RR W SHOWN D CATEDIRECTIONOFAIRLOWS H M -001 MECHANICAL SPECIFICATIONS M -111 MECHANICAL HVAC PLAN `\ \ CEILING RETURN /EXHAUST GRILLE 1 M3.0 DETAIL MARK MECHANICAL SPECIFICATIONS HVAC EQUIPMENT & MATERIALS CONTROLS & OPERATION DUCTWORK & ACCESSORIES GENERAL SPECIFICATION NOTES AIR HANDLING UNITS AIR HANDLING UNITS SHALL BE AS SPECIFIED IN THE MECHANICAL SCHEDULE AND SHALL BE FURNISHED AND INSTALLED PER THE LEASE AGREEMENT. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DELIVERY, PROVIDING COMPLETE INSTALLATION INCLUDING CURBS, PIPES, VIBRATION ISOLATION AND NECESSARY ACCESSORIES, AS WELL AS PROVIDING WARRANTY. FILTERS THREE (3) SETS PROVIDE ()STS OF 2 MERV 6 PLEATED DISPOSABLE FILTERS (OR HIGHER RATING IF REQUIRED BY LEED). USE ONE SET UNTIL COMPLETION OF CONSTRUCTION INSTALL ONE SET AT COMPLETION OF CONSTRUCTION AND DELIVER ONE SET OF FILTERS TO STARBUCKS LABELED TO DENOTE THEIR RESPECTIVE AIR HANDLING UNIT. EXHAUST FANS EXHAUST FAN(S) SHALL BE AS SCHEDULED AND SHALL BE FURNISHED & INSTALLED PER THE LEASE AGREEMENT. THE MECHANICAL IS RESPONSIBLE FOR COORDINATING DISCHARGE LOCATION WITH NEW AND EXISTING VENTS AND INTAKES, PROVIDING COMPLETE INSTALLATION INCLUDING CURBS, BACKDRAFT DAMPER, DUCTWORK FROM RESTROOM GRILLE TO UNIT AND NECESSARY ACCESSORIES, AND PROVIDING WARRANTY. AIR CURTAINS AIR CURTAINS WHEN REQUIRED, SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF POWER CONNECTION. CONTROL THE NECESSARY SYSTEM THERMOSTAT THERMOSTATS ROOM SENSOR THERMOSTAT(S) MECHANICAL IDENTIFICATION BLACK CUSTOMER ADDITIONAL THERMOSTAT PROVIDE THERMOSTAT: 1. FOLLOW THERMOSTAT. COMMERCIAL (763)954 2. CONFIGURE A B C D 3. 4. SET 5. SET UNOCCUPIED HOURS 6. SET HEATING COOLING 7. SET 8. SET SET HEATING COOLING EXHAUST RESTROOM HOURS LIGHTING THEN ARE WIRING MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING IN CONDUIT FOR THE COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL INCLUDING ALL MODES OF OPERATION AND INTERLOCKS. SHALL BE HONEYWELL PROGRAMMABLE THERMOSTAT WITH REMOTE SENSOR(S) FURNISHED AND INSTALLED PER LEASE. ONE THERMOSTAT AND SHALL BE PROVIDED FOR EACH AIR HANDLING UNIT. MOUNT AND ROOM SENSOR(S) IN LOCATIONS) INDICATED ON DRAWINGS. CONTRACTOR TO PROVIDE THERMOSTAT AND ROOM SENSOR LABELS WITH 1/8" HIGH WHITE LETTERS ON KELLY GREEN OR PHENOLIC BACKGROUND (E.G. "RTU -1 : WORKROOM" AND "RTU -2 : AREA "). REFER TO THERMOSTAT SETUP INSTRUCTIONS BELOW FOR REQUIREMENTS. SETUP INSTRUCTIONS THE FOLLOWING SETUP AND PROGRAMMING ON THE THERMOSTAT INSTRUCTIONS IN THE MANUAL WHICH COMES WITH THE ADDITIONAL INFORMATION IS AVAILABLE FROM HONEYWELL FIELD TECHNICAL SUPPORT AT (612)951 -1019 OR -6464 AS FOLLOWS: DEGREES F DISPLAY 12 HOUR CLOCK CONTINUOUS FAN OPERATION IN OCCUPIED MODE DISABLE KEYBOARD PROGRAMMING ET CLOCK AND DAY. TO DISPLAY CURRENT TEMPERATURE. OCCUPIED START TIME AT 1/2 HOUR BEFORE OPENING. SET START ME AT 1/2 HOUR AFTER CLOSING. VERIFY WTH STORE MANAGER OR CONSTRUCTION MANAGER. POINTS SHALL BE AS FOLLOWS: OCCUPIED UNOCCUPIED 70 deg F 60 deg F 75 deg F 78 deg F UN- OCCUPIED OVER -RIDE TO 3 HOURS. OCCUPIED OVERRIDE FUNCTION TO PROVIDE THE FOLLOWING POINT OVERRIDES: +2deg F -2deg F FANS EXHAUST FAN(S) TO BE OPERATED IN CONJUNCTION WITH STORE (UNLESS OTHERWISE NOTED /APPROVED). FAN TO BE CONTROLLED BY CONTROL PANEL. IF A UGH-TING CONTROL PANEL IS NOT AVAILABLE, UTILIZE AUXILIARY CONTACTS AT THERMOSTAT (ADDITIONAL RELAYS, ETC. NEEDED) TO CONTROL EXHAUST FAN. (COORDINATE WITH ELECTRICAL) SHEETMETAL DUCTWORK ALL DUCTWORK SHALL BE RIGID SHEETMETAL CONSTRUCTED FROM GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS. FIBERGLASS DUCTBOARD IS NOT ALLOWED. ALL EXPOSED DUCTWORK SHALL BE ROUND, FLAT OVAL, SPIRAL, OR RECTANGULAR LOCK -SEAM TYPE, AS SHOWN ON HVAC PLAN. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WTH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AIR TIGHT (5% LEAKAGE) AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE. FURNISH ALL REQUIRED DAMPERS, TRANSITIONS, CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM. NO VARIATION OF DUCT CONFIGURATION OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION FROM THE ENGINEER. FLEXIBLE DUCTWORK FLEXIBLE DUCT WORK SHALL ONLY BE INSTALLED AS SHOWN IN PLAN AND NOT ABOVE HARD LID CEILINGS. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5' -0" IN LENGTH AND TWO 45' ELBOWS. FLEXIBLE DUCTWORK SHALL BE PULLED TAUT AND APPROPRIATELY FASTENED TO RIGID BRANCH DUCT & DIFFUSER. BENDS SHALL BE MINIMIZED AND WHERE NEEDED BE A FULL RADIUS BEND. SUPPORT BANDS SHALL BE INSTALLED SO AS TO NOT CRIMP FLEX DUCT. FLEXIBLE DUCTWORK SHALL BE UL 181 LISTED AS A CLASS 1 AIR DUCT. DUCT SEALANT SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS WITH A NON- HARDENING, NONMIGRATING MASTIC OR LIQUID ELASTIC SEALANT, WTH VOC CONTENT NO GREATER THAN 250G/L AND OF A TYPE RECOMMENDED BY THE MANUFACTURER FOR SEALING JOINTS AND SEAMS IN SHEET METAL DUCTWORK. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN -IN FITTINGS AND FASTENING SCREWS WTH MASTIC. SUPPORTS PROVIDE HOT- DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS. RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. DAMPERS FURNISH AND INSTALL OPPOSED- BLADE, MULTI-LEAF VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS. PROVIDE UL LISTED FIRE DAMPERS AND /OR COMBINATION FIRE SMOKE DAMPERS WHERE NEEDED AND IN ACCORDANCE WTH NFPA AND LOCAL CODES. COORDINATE WITH GC AND ELECTRICAL FOR FIRE ALARM INTERFACE AND POWER. PROVIDE CONVENIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS. WHERE REQUIRED BY CODE OR AHJ, F &I MOTORIZED DAMPERS FOR OSA (NOT NECESSARILY SHOWN). DAMPER AIR LEAKAGE MOTORIZED AND NON- MOTORIZED DAMPERS USED FOR OUTSIDE AIR INTAKES, EXHAUST & RETURN OUTLETS (INCLUDING THOSE WITHIN HVAC EQUIPMENT) SHALL HAVE A MAXIMUM AIR LEAKAGE VALUE PER THE ENERGY CODE AND ASHRAE 90.1 WHEN TESTED PER AMCA STD 500 GRILLES, REGISTERS &DIFFUSERS GRILLES, REGISTERS AND DIFFUSERS SHALL BE AS SPECIFIED AND SHALL BE MECHANICAL CONTRACTOR SUPPLIED, UNLESS OTHERWISE NOTED. DIFFUSERS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS AND SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF WALLS AND CEILINGS USED IN THIS PROJECT. THERMAL INSULATION PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL ENERGY CODE REQUIREMENTS AND ASHRAE 90.1 -2004, WHICH EVER IS MORE STRINGENT. PROVIDE INSULATION ON EXHAUST AND OUTSIDE AIR DUCTS, AND ON CONCEALED PORTIONS OF SUPPLY AND RETURN AIR DUCTS. DO NOT EXTERNALLY INSULATE EXPOSED DUCTWORK AND AND PORTIONS OF DUCTWORK THAT ARE INTERNALLY LINED WITH CODE REQUIRED THICKNESS. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME SPREAD OF 25 OR LESS, AND SMOKE DEVELOPED NO GREATER THAN 50. INTERNALLY INSULATE EXTERIOR DUCTWORK PER CODE. ACOUSTIC DUCT LINER UNLESS OTHERMSE INDICATED ON THE PLANS, PROVIDE 1" GLASS FIBER ACOUSTICAL DUCT LINER ON SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET OF THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS. INCREASE DUCT SIZED INDICATED ON PLANS AS NEEDED TO ACCOMMODATE UNER. UNER SHALL BE FASTENED TO DUCT WITH MECHANICAL LINER FASTENERS IN ACCORDANCE WITH SMACNA. NOTE: "CONTRACTOR" MEANS "MECHANICAL CONTRACTOR" WHEN REFERENCED IN THE MECHANICAL CONSTRUCTION DOCUMENTS UNLESS WORK AND EQUIPMENT HAS BEEN COORDINATED BETWEEN THE MECHANICAL AND GENERAL CONTRACTORS TO BE PROVIDED BY OTHERS. "NEEDED ", "PROVIDE ", AND "INSTALL" MEANS ITEMS CALLED OUT IN THE CONTRACT DOCUMENTS AND ANY ADDITIONAL NOT CALLED OUT BUT REQUIRED TO MAKE A COMPLETE AND OPERATIONAL SYSTEM. SCOPE THE INTENT OF THE SPECIFICATIONS AND THE DRAWINGS IS TO PROVIDE COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND NECESSARY TO COMPLETE THE MECHANICAL WORK. PERMITS AND FEES THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL SCOPE WARRANTY THE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD YEAR FROM THE DATE OF FINAL ACCEPTANCE BY ARCHITECT AND WILL REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WTH ALL APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT THE DRAWINGS AND THE SPECIFICATIONS AND THE CODES AND ORDINANCES, HIGHEST STANDARD APPLY. THE MECHANICAL CONTRACTOR CODE REQUIREMENTS SASLA MINIMUM STANDARD WITH OUT EXTRA COSTA STARBUCKS. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS CSA ULC ARL ASME ASTM UL NEMA ANSI SMACNA ASHRAE NFPA APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. NOTE: SOME SPECIFICATION SECTIONS INDICATED ON THIS SHEET MAY NOT APPLY TO THIS EXISTING STORE'S RENOVATION SCOPE. CONTRACTOR SHALL VERIFY RENOVATION SCOPE AND APPLY APPROPRIATE SPECIFICATION SECTION REQUIREMENTS. CONFIRM WITH CM. ANYWHERE ALL ITEMS A EQUIPMENT FEES OF WORK. WORK TO OF ONE (1) REPAIR OR RESTORE BETWEEN THE TO SATISFY OF AS ' TESTING ADJUSTING BALANCING INDEPENDENT AIR BALANCE CONTRACTOR OR QUALIFIED MECHANICAL CONTRACTOR SHALL ACCURATELY BALANCE THE AIR (INCLUDING EXHAUST FAN(S)] AND HYDRONIC (WHERE APPLICABLE) SYSTEMS TO PROVIDE AIR AND WATER QUANTITIES INDICATED ON THE DRAWINGS AND IN THIS SPECIFICATION. BALANCER SHALL BE QUALIFIED FOR TAB WORK PER NEBB OR AABC STANDARDS. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS. SUBMIT TWO (2) COPIES OF THE BALANCE (� REPORT TO THE ENGINEER AND COMMISSIONING AGENT FOR APPROVAL. INCLUDE A COPY OF THE PAYMENT BALANCE REPORT APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. RECEIVED CITY OF T LI K t r; I__ -; SEP 0 4 2012 PERMIT- Ch,,; b 1)....,2911 g�sl`L •'Ngaj -, 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. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENBCH ENGINEERING LLO 111 AVE C SUITE 104, SNOHOMIIISH, 00300 PH: 360463-6677 F103604163-3565 rensc h.engineering©comcast.net Revision Schedule Rev Date By Description a3 a3 E U z = 0 N o Project Address: > 00 m c15 v co Ei +-.5 C.) 0 0 � O 0 = 0 C/)to f -0 Store #: Project #: 03364 12197 -021 Issue Date: 08 -28 -12 Sbux Design Manager: Tori Thames Designed by: Bill Bennecker Drawn by: Martin Traicoff Checked by: Chris Rensch Sheet Title: Scale: Mechanical Specifications Sheet Number: M -001 CONNECT TO EXISTING EXHAUST DUCT (FIELD VERIFY). HVAC Schedule Design ID Count Description Responsibility Comments X0109 4 4-Slot Supply GC Titus ML-39, 48" 4 -1 IN Slot,Confirm Finish & Border With SBUX, Coordinate Length With SBUX & Field Cut as Required X0110 1 4SIot Supply GC Titus ML 39, 24" 4.1 IN SIot,Confirm Finish & Border With SBUX, Coordinate Length With SBUX & Field Cut as Required X0111 1 Surface Mt'd Return Grille GC raw 350R1-01 36)(18, 40x20 Face X0112 1 Lay -in Exhaust Grille GC Titus 350RL - 22x22, 24x24 Face Tel 1 Thermostat & Sensor GC Thermostat • Honeywell TH8320U Sensor - Honeywell CT189U1005 GENERAL HVAC NOTES HVAC PLAN KEY NOTES O ALL IS NEW UNLESS NOTED OTHERWISE. ® SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ALL EXPOSED DUCT WORK, DIFFUSERS, GRILLES, ETC. 0 Q 0 0 CONNECT TO EXISTING DUCT (CONFIRM). EXTEND PLENUM DOWN IF NEEDED & CAP BOTTOM. F&I VOLUME DAMPER IF NOT EXISTING RE— BALANCE TO PROVIDE AIRFLOW INDICATED. WALL MOUNTED THERMOSTAT FOR HVAC UNIT AT 60" AFF. THERMOSTAT SHALL BE 7 —DAY PROGRAMMABLE WITH NIGHT SETBACK AND A MINIMUM 5 DEGREE DEADBAND. CONFIRM HEIGHT COMPLIES WITH BARRIER FREE, AND ALL OTHER LOCAL REQUIREMENTS. REMOTE TEMPERATURE SENSOR AT 60" AFF ON WALL. RELOCATE SMOKE DETECTOR FROM SUPPLY DUCT TO RETURN DUCT TO MEET CURRENT CODE. INSTALL WITH INTERLOCK & FIRE ALARM CONNECTION PER CODE. O BALANCE AIRFLOWS WITH SLOT DIFFUSERS. (E)22X22 1080CFM (RTU -1) 00 (E)12X12 440CFM 14 "8 1 RTU -1 MINIM 11116..IMMILIMMIONNIC el MEE4D; w-.i, Mil 1 12 "0 '�Ix El -7 i (E)12X12f�� .' 440CFM N dt 12 "0 (TYP.) NOT ALL EXISTING DUCTWORK TO REMAIN IS SHOWN. FIELD VERIFY. (E)12X12 200CFM (E)RTU -1 (ON ROOF) 3000CFM MAINTAIN EXIST. DUCT TO WORKROOM. HVAC PLAN 1 2 3 4 8 12 COORDINATE CONNECTION /METHOD OF CONNECTION TO STRUCTURE IN FIELD AND WITH STRUCT. PLANS (TYP.) HANGER STRAP SELF TAPPING SCREWS FOR DUCTS OVER 48" WIDE, TURN UNDER BOT OF DUCT & FASTEN UNISTRUT HANGER THREADED ROD DUCT INSTALL CABLE SEISMIC RESTRAINSTS BOTH LONGITUDINALLY AND TRANVERSELY PER SMACNA REQUIREMENTS. DUCT SIZE HANGER SIZE MAX. SPACING UP THRU 2 SQ.FT. 1" x 1/16" 8' -0" 2 THRU 4 SQ.FT. 1" x 1/8° 8' -0" 4 THRU 10 SQ.FT. 1" x 1/8" 6' -0" OVER 10 SQ.FT. 1" x 1/8" 4' —O" DUCT HANGING DETAIL N TS SEE ARCH. PLANS FOR DIMENSIONED DIFFUSER LOCATIONS. b I1 -xotu RECEIVED CITY OF TUKW'i.::. SEP 0 4 2012 PERMIT 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. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENCIIIIMEERINCII LLC 111 AVL C SUITE 104, SNOHOMISH, 96290 PFb 360.8634677 FX1360463.3505 rensch.engi neering@comcast.net Revision Schedule Rev Date By Description n� U Project Address: Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 03364 12197 -021 08 -28 -12 Tori Thames Bill Bennecker Martin Traicoff Chris Rensch Sheet Title: Scale: Mechanical HVAC Plan Sheet Number: M -111 NOTE: EXISTING CEILING SPACE IS A RETURN AIR PLENUM. NEW DESIGN REQUIRES DUCTED RETURNS TO MINIMIZE DUST COLLECTION ON NEW CEILING & TO CONTROL AIR FLOW. SEE ARCH. PLANS FOR DIMENSIONED DIFFUSER LOCATIONS. b I1 -xotu RECEIVED CITY OF TUKW'i.::. SEP 0 4 2012 PERMIT 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. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENCIIIIMEERINCII LLC 111 AVL C SUITE 104, SNOHOMISH, 96290 PFb 360.8634677 FX1360463.3505 rensch.engi neering@comcast.net Revision Schedule Rev Date By Description n� U Project Address: Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 03364 12197 -021 08 -28 -12 Tori Thames Bill Bennecker Martin Traicoff Chris Rensch Sheet Title: Scale: Mechanical HVAC Plan Sheet Number: M -111 TELEPHONE SYSTEM NOTES SECURITY SYSTEM NOTES ELECTRICAL ABBREVIATIONS ELECTRICAL LEGEND ENERGY CODE CALCULATIONS C 2011 Starbucks Coffee Company THE TELEPHONE SYSTEM IS EXISTING. MODIFY /EXTEND EXISTING SYSTEM AS NEEDED. (NOT ALL SHOWN IN PLANS) CONFIRM SCOPE WITH STARBUCKS CM. ALL TELEPHONE /NETWORK CABLING IS THE SCOPE OF WORK OF THE TELEPHONE /NETWORK CABLING VENDOR AND THE SECURITY SYSTEM VENDOR. TELEPHONE /NETWORK CABLING VENDOR SHALL BE SCHEDULED SUCH THAT CABLING IS COMPLETE PRIOR TO ARRIVAL OF SECURITY SYSTEM VENDOR. GENERAL CONTRACTOR SHALL SCHEDULE ON -SITE WORK PERFORMED BY THE E TELEPHONE %NETWORK CABLING VENDOR AND THE SECURITY RITY SYSTEM VENDOR. CONFIRM EXISTING SYSTEM TYPE AND MODIFY /EXTEND AS NEEDED (NOT ALL SHOWN IN PLANS). CONFIRM SCOPE WITH STARBUCKS CM. STARBUCKS CONTRACTS DIRECTLY WITH SECURITY VENDOR TO SUPPLY AND INSTALL THE SrCURITY SYSTEM. CONTRACTOR TO SCHEDULE INSTALLATION OF SECURITY SYSTEM FOR TWO TIMES. ROUGH -IN PRIOR TO DRYWALL INSTALLATION AND FINAL TRIM PRIOR TO STORE TURNOVER, SECURITY VENDOR REQUIRES A MINIMUM TWO WE E16 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. SECURITY VENDOR AFF ABOVE FINISHED FLOOR LL LANDLORD AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE LV LOW VOLTAGE BLDG BUILDING MAX MAXIMUM CLG CEILING MECH MECHANICAL CKT CIRCUIT MC MECHANICAL CONTRACTOR CONST CONSTRUCTION MDP MAIN DISTRIBUTION PANEL CW COLD WATER MEP MECHANICAL, ELECTRICAL CM STARBUCKS CONST. MANAO,LR AND PLUMBING CXA COMMISSIONING AGENT MFG MANUFACTURER DL UGHTS W N DAYLIGHT ZONE MIN MINIMUM DEG DEGREES NL NIGHTLIGHT DTL DETAIL NTS NOT TO SCALE DM DN DOWNUCKS DESIGN MANAGER OCP OVERCURRENTPROTEC11oN PM PROJECT MANAGER DWG(S) DRAWINGS) REF REFERENCE EA EACH REQ('D) REQUIRE(D) EC ELECTRICAL CONTRACTOR REV REVISION /REVISION ELEC ELECTRICAL SHT SHEET EM EMERGENCY SPECS SPECIFICATION(S) (E) OR (EX) EXISTING SF SQUARE FEET EXT EXTERIOR SS STAINLESS STEEL EG EXHAUST GRILLE TEL TELEPHONE F&I FURNISH & INSTALL TEMP TEMPORARY FLR FLOOR TYP TYPICAL FOOT /FEET UNO UNLESS NOTED OTHERWISE GC GENERAL CONTRACTOR WH WATER HEATER GFCI GROUND FAULT CIRCUIT WP WEATER PROOF GND INTERRUPTER GROUND HR HOUR HVAC HEATING, VENTILATION, AIR CONDITIONING HW HOT WATER SWITCH UU JUNCTION BOX $ 3 THREE WAY SWITCH ® L.A.N. RECEPTACLE M MOTION (OCCUPANCY) RECEPTACLE; SENSOR SWITCH ® 110 DUPLEX RECEPTACLE: $ KEYED SWITCH SEE SEPARATE FORMS FOR ENERGY CODE COMPLIANCE. 110 DEDICATED DUPLEX GFI RECEPTACLE: SWITCHBANK 110 DUPLEX PTA LE: Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 LANDLORD REQUIREMENTS TELEPHONE RE T- M O B I L E / T1 NOTES L1 THE DIEBOLD COMPANY CONTACT: STARBUCKS PROJECT MANAGEMENT TEAM PHONE: 206 318 6688 EMAIL: DOCG.STARBUCKS(i IEBOLD.COM 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. CONFIRM EXISTING SYSTEM TYPE AND MODIFY /EXTEND AS NEEDED (NOT ALL SHOWN IN PLANS). CONFIRM SCOPE WITH STARBUCKS CM. THE CAT5 CABLE PINNED TO POSITION 13 -16 AT THE 110 BLOCK SHALL BE EXTENDED AND TERMINATED WITHIN TWO (2) FEET OF THE TECHNOLOGY (OR IT) RACK, INTO A J -BOX ATTACHED TO THE WALL, CONTAINING AN RJ48C JACK. THE RJ48C JACK SHALL BE LABELED " " 1TulOBILE /T1 . ® THERMOSTAT 208V OR 220V Q THERMOSTAT SENSOR GROUNDING ELECTRODE = CONNECTION DISCONNECT SWITCH FIRE ALARM SYSTEM These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. CONFIRM IF A FIRE ALARM SYSTEM EXISTS AND MODIFY IF NEEDED FOR RENOVATION SCOPE OF WORK. IF CHANGES ARE NEEDED DESIGN/ CHANGES COORDINATE WITH STARBUCKS CM AND PROVIDE DESIGN CHANGES TO SYSTEM PER CODE. 0 DIMMER FUSED, IF NEEDED ® HARDWIRE CONNECTION 11ME CLOCK pE PHOTOELECTRIC CELL POS /DATA LINE NOTES MUSIC SYSTEM NOTES RACEWAY TO PANEL OR BETWEEN OUTLETS- CONCEALED UNO. WIRE OR QUANTITIES NOT SHOWN. SEE POWER AND LIGHTING SHEETS FOR WIRING REQUIREMENTS. �� CONFIRM EXISTING SYSTEM TYPE AND MODIFY/EXTEND AS NEEDED (NOT ALL SHOWN IN PLANS). CONFIRM SCOPE WITH STARBUCKS CM. DATA CABLING REFERENCED IN THIS 5ECT10N IS SEPARATE FROM THE TELEPHONE AND T -1 CIRCUITS MENTIONED ELSEWHERE. STARBUCKS CONTRACTS DIRECTLY WTH THE DATA CABLING VENDOR TO SUPPLY AND INSTALL CATEGORY 5 LAN CABLE AND CONNECTORS FOR THE POS SYSTEM. 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. ALL ADDITIONAL EXPENSES INCURRED DUE TO THE CONTRACTORS FAILURE TO SCHEDULE ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. AT THE START OF CONSTRUCTION, STARBUCKS CM SCHEDULES DELIVERY OF CASH REGISTER /MANAGER'S WORKSTATION EQUIPMENT AND INSTALLATION BY A DATA CABLING TECHNICIAN FOR TWO DAYS PRIOR TO CONSTRUCTION END. CONTRACTOR TO VERIFY DELIVERY SCHEDULE TWO 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 CATEGORY 5 LAN CABLING AND CONNECTIONS TO ALL DESIGNED AND FUTURE CASH REGISTER LOCATIONS AND MANAGER'S WORKSTATION. DATA CABLING TECHNICIAN TO REMOVE PACKAGING, INSTALL AND TEST CASH REGISTERS, CASH DRAWERS AND MANAGER'S WORKSTATION. INTERAC PAYMENT METHOD OF NEEDED) TO BE INSTALLED BY DATA CABLINE VENDOR. COORDINATE EXACT LOCATION FOR ELECTRICAL /PHONE LINES WITH PROJECT MANAGER. CONFIRM EXISTING SYSTEM TYPE AND MODIFY /EXTEND AS NEEDED (NOT ALL SHOWN IN PLANS). CONFIRM SCOPE WITH STARBUCKS CM. PROVIDE AND INSTALL A COMPLETE WIRING SYSTEM FOR ALL SPEAKERS. CONNECT ALL SPEAKERS TO THE OWNER PROVIDED MUSIC SYSTEM. MOUNT OWNER FURNISHED SPEAKERS. FOLLOW MANUFACTURERS INSTALLATION REQUIREMENTS. GENERAL ELECTRICAL NOTES RENSCH 1. EC SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO 5. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF CONSTRUCTION AND BE RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF SYSTEM(S). FOLLOW DRAWINGS IN LAYING OUT WORK AND COORD. WITH OTHER WORK TO REVEAL THE FULL SCOPE OF WORK. IN ADDITION, THE EC SHALL TRADES TO VERIFY SPACE CONDITIONS AND CLEARANCES. MAINTAIN HEADROOM AND THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, CONDUIT, AND WIRING WILL SPACE CONDITION. MAKE APPROPRIATE ADJUSTMENTS AT STARBUCKS DIRECTION. BE INSTALLED AND WILL REPORT ANY CONDITION THAT PREVENTS THE PROPER INSTALLATION OF THE ELECTRICAL WORK. 6. COORDINATE WITH OTHER TRADES FOR ANY NEEDED LOW VOLTAGE CONTROL WRING AND DEVICES THAT IS NEEDED BUT MAY NOT BE SHOWN IN THESE DRAWINGS. 2. EC SHALL COORDINATE WITH THE GC TO PATCH AND REPAIR ALL EXISTING 7. UNLESS OTHERWISE NOTED SEE ARCH. SHEETS), THE CONTRACTOR SHALL REMOVE WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY ALL EXISTING ELECTRICAL EQUIPMENT INCLUDING WIRING, CONDUIT AND ALL OTHER BECOME DAMAGED DURING THE COURSE OF WORK. MISC. DEVICES AS DIRECTED BY THE GC THAT IS NOT BEING SALVAGED OR REUSED. 3. EXPOSED /SURFACE MOUNTED CONDUITS SHALL ONLY BE ALLOWED WHERE EQUIPMENT INDICATED ON DRAWINGS TO BE REUSED SHALL BE INSPECTED AND IF NECESSARY IN EXPOSED CEILING AREAS. IF CONDUITS NEED TO BE SURFACE DEFECTIVE, REPLACED. COORD. WITH GC AND STARBUCKS. MOUNTED TO WALLS, COORDINATE WITH STARBUCKS CM FOR APPROVAL AND SEE 8. THE EC SHALL BE RESPONSIBLE FOR DEENERGIZING CIRCUITS IN DEMOLITION AREAS SPECS FOR FURTHER INFORMATION. TO INSURE A SAFE CONDITION. ELECTRICAL DEVICES AND ASSOCIATED WIRING 4. VERIFY LOCATION OF ALL OUTLETS AND SWITCHES WITH ARCHITECTURAL DRAWINGS, LOCATED WITHIN THE DEMOLITION AREA THAT WILL NO LONGER BE USED INTERIOR DETAILS, FINISH SCHEDULES, GENERAL CONTRACTOR, EQUIPMENT SHALL BE REMOVED AND PROPERLY DISPOSED OF AT CONTRACTORS EXPENSE VENDORS, STARBUCKS AND EXISTING SITE CONDITIONS. VERIFY FINAL DOOR HINGE UNLESS OTHERWISE NOTED. LOCATION PRIOR TO SWITCH INSTALLATION AND ADJUST SWITCH LOCATION IF 9, THE EC SHALL SCHEDULE ALL ELECTRICAL SYSTEM(S) OUTAGES WTH THE GENERAL NEEDED. DO NOT MOUNT RECEPTACLES /SWITCHES IN LOCATIONS THAT WOULD CONTRACTOR AND LANDLORD AT LEAST 24 HOURS IN ADVANCE. UNLESS APPROVED CONFLICT WITH MIRRORS, SEAMS OF WALLS, WAINSCOTS, TILE TRANSITIONS, ETC. OTHERWISE ALL OUTAGES SHALL OCCUR BETWEEN 11:OOPM AND 5:OOAM (AND DURING NON -STORE HOURS). ENGINEERING' LLC 111 AIR e sung la, NoNOMiHOMI,o PHI -� 0- Bd3 77 F869-3 S rensch.engineering @comcast.net COMMUNICATION SYSTEMS NOTES Revision Schedule CONFIRM EXISTING SYSTEM TYPE AND MODIFY /EXTEND AS NEEDED (NOT ALL SHOWN IN PLANS). CONFIRM SCOPE WTH STARBUCKS CM. Rev Date By Description DSL/FRAME RELAY NOTES CONFIRM EXISTING SYSTEM TYPE AND MODIFY /EXTEND AS NEEDED (NOT ALL SHOWN IN PLANS). CONFIRM SCOPE WITH STARBUCKS CM. IF MODIFIED: THE DSL/FRAME RELAY VENDOR WILL INSTALL THE IN -HOUSE WIRING AND RJ45 JACK FOR THE DSL /FRAME RELAY SERVICES. Project Name: Southcenter Mall Project Address: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King ELECTRICAL SPECIFICATIONS RACEWAYS CONDUCTORS AND TERMINATIONS NAMEPLATES GENERAL PANELBOARDS PROVIDE CODE APPROVED WIRING METHODS FOR BRANCH CIRCUITING INDOORS, SUCH AS EMT CONDUIT WITH COPPER CONDUCTORS OR MC CABLE(PROV1DED IT IS CONCEALED FROM VIEW AND NOT EXPOSED). ALL ABOVE GROUND CONDUITS SHALL BE EMT OR RIGID, MINIMUM 1/2" IN SIZE (EON). CONDUITS SHALL BE SIZED PER CODE AND AS NEEDED TO INSTALL CONDUCTORS. CONDUIT CONNECTORS SHALL BE DOUBLE LOCKNUT TYPE, UL LISTED AND LABELED, WITH COMPRESSION OR SET SCREW Fl I ZINGS. PVC CONDUITS ARE NOT ALLOWED ABOVE SLAB UNLESS CODE AND AHJ APPROVED /LISTED FOR THAT USE. CONDUIT RUNS ON EXTERIOR OF BUILDING SHALL BE CONCEALED AND BE RIGID STEEL CONDUIT WITH WEATHER TIGHT, CORROSION- RESISTANT FITTINGS (OR PVC WHERE LISTED FOR EXTERIOR- DIRECT SUNLIGHT USE). CONDUIT SHALL NOT BE RUN EXPOSED WITHOUT SPECIFIC PERMISSION FROM THE CONSTRUCTION MANAGER. WHERE RACEWAYS ARE INSTALLED FOR OTHERS TO USE, OR FOR FUTURE USE, PROVIDE NYLON PULL STRINGS END TO END WITH A LABEL ON BOTH ENDS STATING USE AND LOCATION OF OTHER STUB (E.G. DATA -FRONT POS). PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED USING 3M FIRE BARRIER CAULK, NELSON ELECTRIC FLAMESEAL OR T &B FLAMESAFE OR OTHER METHOD APPROVED BY THE ARCHITECT AND AHJ. CONDUIT RUNS CONCEALED IN CONCRETE OR UNDERGROUND SHALL BE 3/4" MINIMUM, / UNLESS OTHERWISE NOTED W /RIGID STEEL ELBOWS. CONDUIT CONNECTORS SHALL BE DOUBLE LOCKNUT TYPE, UL LISTED AND LABELED, WITH COMPRESSION OR SET SCREW FITTINGS. IF CONDUIT RACEWAYS CANNOT BE RECESSED IN WALLS DUE TO CONSTRUCTION OR EXISTING CONDITIONS, PROVIDE A STEEL SURFACE MOUNTED RACEWAY SYSTEM ( OF WREMOLD, IS ONLY ARLAPPROVEDEREQL) WITH APPROVED BY STARBUCKS INCLUDING THIS TYPE CONFIRM COLOR AND ANY CUSTOM FINISHES WITH STARBUCKS. CONDUCTORS: SHALL BE COPPER, INSULATED FOR 600V, TYPE THWN/THHN, NUMBER 12 AWG MINIMUM UNO. MOTORS AND OTHER WRING: THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NEEDED CONDUIT, WIRING, CONNECTIONS, AND SAFETY SWITCHES FOR ALL MOTORS, AND EQUIPMENT, EVEN IF THE MOTORS AND EQUIPMENT ARE SUPPLIED BY OTHERS, MOTORS, CONTROLS, ETC. MAY BE FURNISHED BY THE SUPPLIER OF THE DRIVEN EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL WORK AND CONNECTIONS NEEDED TO MAKE THE SYSTEM COMPLETE AND OPERATIONAL. ALL CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE DONE BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL VERIFY EQUIPMENT LOCATION AND SIZES WITH THE TRADE AND VENDOR SUPPLYING THE EQUIPMENT PRIOR TO ROUGH -IN. PROVIDE PHENOLIC NAMEPLATES ON ELECTRICAL DEVICES SUCH AS DISCONNECTS AND PANELS WITH THEIR DESIGNATION (E.G. "PANEL A "). PROVIDE DIRECTORY FOR PANELS AND LABEL ALL BREAKERS. IF A TRANSFORMER IS INSTALLED, PROVIDE NAMEPLATE ON TRANSFORMER AS FOLLOWS: "HOT SURFACE, DO NOT PLACE ANY ITEMS ON TOP OR ON SIDES OF TRANSFORMER ". NOTE: "CONTRACTOR" MEANS "ELECTRICAL CONTRACTOR" WHEN REFERENCED ANYWHERE IN THE ELECTRICAL CONSTRUCTION DOCUMENTS UNLESS WORK AND EQUIPMENT HAS BEEN COORDINATED BETWEEN THE ELECTRICAL AND GENERAL CONTRACTORS T ©� BE PROVIDED BY THE GENERAL CONT RACTORUT IN THE CONTRACT DOCUMENTS AND ANY ADDITIONAL ITEMS NOT CALLED OUT BUT REQUIRED TO MAKE A COMPLETE AND OPERATIONAL SYSTEM. SCOPE THE INTENT OF THE SPECIFICATIONS 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. PANELBOARDS SHALL HAVE PLUG -IN OR BOLT ON BREAKERS AND MAIN LUGS ONLY OR MAIN BREAKERS AS NEEDED OR REQUIRED. PANELBOARDS SHALL BE CONSTRUCTED WITH ALUMINUM BUS AND BE ENCLOSED IN NEMA 1 HOUSING "(OR AS REQ'D BY CODE) AS CAPABLE OF ACCEPTING GFI BREAKERS. ENCLOSURE(S) SHALL BE COMPLETE WITH A HINGED DOOR, CYLINDER LOCK, AND A NEATLY TYPED CIRCUIT BREAKER DIRECTORY UNDER PLASTIC COVER IN EACH PANEL DOOR. ALL MULTIPLE POLE BREAKERS (AND OTHER BREAKERS REQ'D BY CODE) SHALL HAW A COMMON TRIP HANDLE. MOUNTING MOUNT DISCONNECTS TO STRUCTURE, INDEPENDENT OF THE MECHANICAL UNIT HOUSING OR WITH INDEPENDENT UNISTRUT SUPPORT. DISCONNECTS MOUNTED TO UNITS ARE ONLY ALLOWED WHERE ACCEPTED BY THE LOCAL CODE AUTHORITY AND LOCATED SO AS TO NOT BLOCK ACCESS OR LABELS OF UNIT. PERMITS AND FEES THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE ELECTRICAL SCOPE OF WORK PRIOR TO STARTING THE 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 INDICATED ON SOME HIS SHEET MAY NOT APPLY TO THIS EXISTING STORE'S RENOVATION SCOPE. CONTRACTOR SHALL VERIFY RENOVATION SCOPE AND APPLY APPROPRIATE SPECIFICATION SECTION REQUIREMENTS. CONFIRM WTH CM. LOW VOLTAGE GROUNDING ALL LOW VOLTAGE WORK SHALL COMPLY, BE PERMITTED AND INSPECTED PER STATE (AND AHJ) REQUIREMENTS. ALL LOW VOLTAGE WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH THE STATE AND AHJ REQUIREMENTS. ALL LOW VOLTAGE CABLING INSTALLED UNDERGROUND SHALL BE ROUTED IN A CONDUIT RACEWAY AND CABLING /CONDUCTORS SHALL BE LISTED FOR USE IN WET LOCATIONS, FOR LOW VOLTAGE APPLICATION AND PER AHJ. ALL LOW VOLTAGE CABLING ROUTED INDOORS SHALL BE ROUTED CONCEALED IN ALL WALLS /CEILINGS IN A CONDUIT RACEWAY (UNLESS OWNER AND AHJ AUTHORIZE IT TO BE ROUTED EXPOSED THROUGH WALL /CEILING). IF APPROVED BY OWNER & AHJ TO BE ROUTED EXPOSED, CABLING SHALL BE PROPERLY FASTENED /SUPPORTED PER CODE, AHJ, AND INDUSTRY STANDARDS. CABLING NOT ROUTED IN CONDUIT SHALL BE PLENUM RATED wHERE REQUIRED BY CODE OR AHJ (CONFIRM WHETHER CEILING SPACE IS BONG USED AS AN AIR PLENUM.) ALL LOW VOLTAGE CABLING OUTDOORS (E.G. ON ROOF) SHALL BE ROUTED IN CONDUIT PER CODE AND AHJ REQUIREMENTS UNLESS SPECIFICALLY LISTED AND LABELED FOR EXTERIOR USE. ALL MAJOR PARTS NOT CARRYING CURRENT, INCLUDING BUT NOT LIMITED T0, SECONDARY FEEDER CIRCUIT, EQUIPMENT AND PANELBOARD ENCLOSURES, PULL AND JUNCTION BOXES AND OTHERS DEFINED BY CODE, SHALL BE PROPERLY GROUNDED. METALLIC RACEWAYS SHALL UTILIZE DOUBLE LOCKNUTS AND OTHER FITTINGS TO PROVIDE GROUND CONTINUITY. LIGHTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. CODES PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT NATIONAL CODE, STATE CODES, CITY ELECTRICAL CODES, AND ALL ELECTRICAL SHEET INDEX Store #: 03364 Project #: 12197 -021 Issue Date: 08 -28 -12 Sbux Design Manager: Tori Thames Designed by: Yumi Roth Drawn by: Martin Traicoff Checked by: Chris Rensch INSTALL LIGHTING SYSTEM(S) COMPLETE AND FULLY OPERATIONAL AND IN CONFORMANCE WITH CODE, AHJ AND FIXTURE LISTING AGENCY REQUIREMENTS. CLEAN ALL FIXTURES AT TIME OF JOB COMPLETION UTILIZING MANUFACTURERS APPROVED OR RECOMMENDED CLEANING SOLUTIONS. ALL FIXTURES AND LAMPS SHALL BE AS SCHEDULED AND APPROVED BY STARBUCKS. OTHER APPLICABLE CODES INCLUDING ANY STATE OR LOCAL ENERGY CODES. ALL WORK SHALL ALSO BE IN COMPLIANCE WITH BUILDING OWNER'S CRITERIA. IN CASE OF CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, CODES, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION THE MOST STRINGENT STANDARD (IN THE OPINION OF THE ENGINEER) SHALL APPLY. THE EC SHALL SATISFY CODE, AHJ, DRAWINGS, AND SPECIFICATIONS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WTH APPROPRIATE PROVISIONS OF NEC, WAC, ASTM, UL, ETL, NEMA, ANSI, AND OTHER APPLICABLE AGENCY AS THEY APPLY TO EACH INDIVIDUAL UNIT OR ASSEMBLY. E -001 ELECTRICAL SPECIFICATIONS E -111 POWER PLAN E -112 UGHIING PLAN & SCHEDULE RECEIVED CITY OF T U K W I•__ a SEP 0 4 2012 PERMIT CF-.N = BASIC MATERIALS AND METHODS MATERIALS: PROVIDE ALL NEW MATERIAL AND EQUIPMENT UNLESS NOTED OTHERWISE. ALL EQUIPMENT SHALL BE UL APPROVED, LABELED, AND LISTED OR OTHER APPROVED TESTING ORGANIZATION WHICH HAS ACCEPTANCE BY THE AUTHORITIES HAVING JURISDICTION ION MEETING QUIRE FOR THE PURPOSE FOR WHICH THEY ARE USED. IN ADDITION, ALL REQUIREMENTS OF 'THE CURRENT APPLICABLE CODES AND REGULATIONS. NO SUBSTITUTION OF MATERIALS SPECIFIED WILL BE ALLOWED UNLESS NOTED OTHERWISE. ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. CUTTING AND FITTING: PERFORM CUTTING, CORING, FITTING, REPAIRING AND FINISHING OF THE WORK NECESSARY FOR THE INSTALLATION OF THE EQUIPMENT. HOWEVER, NO CUTTING OF THE WORK OF OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL BE DONE WITHOUT THE CONSENT OF THE ARCHITECT, CONSTRUCTION MANAGER, GC, AND /OR OWNER. PROPERLY FILL, SEAL, FIREPROOF, AND WATERPROOF ALL OPENINGS, SLEEVES AND HOLES IN SLABS, WALLS, AND CASEWORK. SWITCHES AND RECEPTACLES SWITCHES: LEVITON COMMERCIAL GRADE OR APPROVED EQUAL WITH DURABLE COVERPLATES. COORDINATE WITH STARBUCKS DM FOR COVERPLATE TYPE (E.G. STAINLESS STEEL) AND FOR COLOR OF SWITCH AND PLATE. RECEPTACLES: LEVITON COMMERCIAL GRADE OR APPROVED EQUAL WITH DURABLE COVERPLATES. COORDINATE WITH STARBUCKS DM FOR COVERPLATE TYPE (E.G. STAINLESS STEEL) AND FOR COLOR OF RECEPTACLE AND PLATE. INSTALL RECEPTACLES PLUMB, LEVEL, AND SECURE TO J —BOX. PROVIDE GEC! TYPE WHERE INDICATED AND WHERE REQUIRED BY CODE AND AHJ. GFCI RECEPTACLES SHALL BE CLASS A RATED FOR PERSONNEL PROTECTION. OCCUPANCY SENSORS: SENSORSWMTCH WSD SERIES FOR SINGLE OCCUPANT RESTROOMS AND CLOSETS AND SENSORSWTCH WSD -PDT SERIES (PIR AND ULTRASONIC SOUND ACTIVATED) FOR PARTITIONED RESTROOMS. R , E r�'� ' 7 "' ` {/ FUSED SWITCHES Sheet Title: Electrical Specifications p Scale: FUSED SWITCHES: HEAVY DUTY TYPE, HORSEPOWER RATED WTH INTERLOCKING COVER. NEMA 1 TYPICAL. OUTDOOR AND WET LOCATION SWITCHES SHALL BE RAINTIGHT TYPE NEMA 3R. ALL SWITCHES SHALL BE LOCKABLE. FUSES IN CIRCUITS RATED AT 600 AMPERES OR LESS SHALL BE UL CLASS RK1 DUAL - ELEMENT, TIME DELAY, CURRENT LIMITING FUSES. FUSES IN CIRCUITS RATED AT 601 AMPERES OR LARGER SHALL BE UL CLASS LTIME- DELAY, CURRENT LIMITING SWITCHES. Sheet Number: E -001 RE 0 IMPORTANT CFI AND CIRCUIT NOTES: 1. 120V OUTLETS AS INDICATED IN BACK BAR, FRONT BAR, WORKROOM, AS DEFINED BY INSPECTOR /AHJ AND AS INDICATED ELSEWHERE SHALL BE GFI PROTECTED. GFCI RECEPTACLES ARE ONLY ALLOWED IF THEY CAN BE LOCATED ABOVE COUNTER AND ACCESSIBLE. ALL OTHER GFI PROTECTED OUTLETS (NOT ACCESSIBLE) SHALL BE PROVIDED WITH EITHER A GFI BREAKER (WITH NEW DEDICATED NEUTRAL TO PREVENT FALSE TRIPPING) OR A GFCI DEVICE WITH TEST SWITCH MOUNTED IN A 2 GANG BOX ABOVE COUNTER IN AN ACCESSIBLE LOCATION AND WIRED TO PROTECT RECEPTACLE BELOW. 2. CONTRACTOR SHALL COORDINATE WITH AHJ AND PROVIDE GFI PROTECTION OF ADDITIONAL EXISTING RECEPTACLES IF REQUIRED. SEE NOTE 1 FOR OPTIONS. 3. THE ABOVE ARE IN ADDITION TO ANY SHOWN IN PLANS. ELECTRICAL POWER REQUIREMENTS NOTED MAY BE SATISFIED BY EXISTING ELECTRICAL POWER SYSTEM AND RECEPTACLES (FIELD VERIFY). REUSED RECEPTACLES SHALL BE IN GOOD CONDITION AND LOCATED TO NOT OBSTRUCT NEW CABINETS AND EQUIPMENT. REPLACE EXISTING RECEPTACLES WHERE NEEDED REQUIRED FOR THE RENOVATION. REFERENCE GFI NOTES FOR ADDITIONAL REQUIREMENTS. EXISTING OUTLETS TO REMAIN ARE NOT SHOWN (TYP.). RELOCATED SWITCHBANK (SEE E -112) RECEPTACLES AND FACEPLATE COLORS SHALL BE: BAR AREA: STAINLESS STEEL PLATES WITH WHITE OUTLETS. WORKROOM AREA: STAINLESS STEEL PLATES WITH WHIT OUTLETS. GENERAL POWER NOTES POWER PLAN KEY NOTES 0 PROVIDE ALL BRANCH CIRCUITING AND DEVICES, EVEN IF NOT SHOWN. PROVIDE ALL WIRING AND WIRE QUANTITIES TO ACCOMPLISH CIRCUITING TO MEET SPEC REQUIREMENTS AND APPLICABLE CODES. ALL IS NEW UNLESS OTHERWISE NOTED. WIRE QUANTITIES ARE NOT SHOWN. FURNISH & INSTALL PER NOTES, CODE AND AS NEEDED WITH DEDICATED NEUTRALS FOR ALL GFI BREAKER PROTECTED CIRCUITS (TO PREVENT FALSE TRIPS). INSTALL A NEUTRAL CONDUCTOR FOR ALL CIRCUITS INCLUDING 208V 1 —PHASE LOADS TO ALLOW FOR CONTROL POWER AND FOR FUTURE UPGRADES. NOT ALL CONDUITS /CIRCUITS CALLED FOR IN NOTES ARE SHOWN IN PLAN VIEW. VERIFY ALL EQUIPMENT RATINGS IN FIELD AND ADJUST CIRCUIT BREAKER RATINGS AS MAY BE NEEDED. CONFIRM CIRCUIT VOLTAGE IS AT A VOLTAGE RECOMMENDED BY EQUIPMENT MANUFACTURERS. IF NEEDED, THE CONTRACTOR SHALL PROVIDE AND INSTALL BUCK —BOOST TRANSFORMERS TO BE LOCATED IN ACCESSIBLE LOCATIONS ABOVE THE CEILING WITHIN 6' OF THE ELECTRICAL PANEL. IF LOCAL CODES DO NOT ALLOW INSTALLATION ABOVE THE CEILINGS, THE TRANSFORMERS SHALL BE MOUNTED TO THE WALL JUST BELOW THE CEILING. ACCEPTABLE TRANSFORMERS INCLUDE ACME. FURNISH AND INSTALL ANY ADDITIONAL O.C.P. NEEDED. SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ANY EXPOSED J— BOXES, CONDUIT, ETC. (SEE GENERAL NOTES ON E -001 FOR EXPOSED RACEWAY REQUIREMENTS.) 0 VERIFY ACTUAL RATINGS /LISTINGS OF EQUIPMENT AND ADJUST BREAKER, OUTLET & CIRCUIT SIZES /RATINGS AS MAY BE NEEDED PER CODE. H IF ANY CORD AND PLUG IS OBSTRUCTED BY CABINET PARTITIONS, PROVIDE ADDITIONAL OUTLET. hIIIII IIUIIIIIIIIIIII ull I!IIIIIIIIII1111 0 EXISTING POWER PANELS = i1 1►Z11 411A POWER PLAN 12 0 0 0 CONNECT TO EXISTING CIRCUIT(S) FOR RELOCATED EQUIPMENT (CONFIRM). RETAIL GRINDER/ SCALE: PROVIDE 4 —PLEX RECEPTACLE 0 26" AFF. TWIN BREWER: NEMA 14 -50R RECEPTACLE 0 26 " AFF, 3/4"C-3#6 AND 1#10 GROUND, CONTRACTOR TO PROVIDE A NEMA 14 -50P CORD CAP FOR THE BREWER, BRYANT OR EQUAL FOR ESPRESSO MACHINE, FURNISH AND INSTALL NEMA 6 -50R RECEPTACLE HUBBELL HBL9367 SERIES OR EQUAL AT 30" AFF. ROUTE 3/4" CONDUIT —(2) N6 AND (1) #10 GROUND FROM MACHINE BACK TO PANEL FURNISH AND INSTALL NEMA 6 -50P ANGLED PLUG, HUBBELL HBL9368 SERIES OR EQUAL UNDER COUNTER REFRIGERATOR: PROVIDE RECEPTACLE 0 26" AFF. NOTE NOT USED. AMBIENT FOODCASE: HARD WIRE EQUIPMENT CONNECTION FOR FOODCASE LIGHT CIRCUIT (CONFIRM). FOODCASE: HARD WIRE EQUIPMENT CONNECTION. PROVIDE SEPARATE (1) 220V 20A DEDICATED CIRCUITS. NOTE NOT USED. NOTE NOT USED. 12 COFFEE WARMERS: PROVIDE RECEPTACLE(S) 0 26" AFF. 13 BLENDERS: RECEPTACLES 0 26" AFF IN 2 DUPLEX BOXES. 14 NOTE NOT USED. 17 SIGNAGE: COORD. W/ SIGNAGE VENDOR FOR CONNECTION & POWER REQUIREMENTS AND SEE ARCH. FOR LOCATIONS. PROVIDE ALL WALL PENETRATIONS Sc CONNECTIONS TO SIGNAGE. PROVIDE DISCONNECT SWITCH IF NOT PROVIDED W/ SIGN PER CODE. ALL CONDUITS, J —BOX, DISCONNECTS, ETC. SHALL BE CONCEALED FROM VIEW. 18 SAFE: FURNISH AND INSTALL DUPLEX RECEPTACLE AND SECURITY J —BOX AT 18" AFF. GC TO F &I CABUNG AND COORDINATE WITH DIEBOLD FOR SAFE INSTALLATION & SETUP. 19 HOT TAP: PROVIDE RECEPTACLE AT 26" AFF. 20 NOTE NOT USED. 23 POS: FURNISH AND INSTALL DUPLEX ISOLATED— GROUNDING TYPE RECEPTACLE AT 18" AFF., INCLUDING GREEN GROUNDING WIRE AND ISOLATED GROUNDING WIRE BACK TO SERVING POWER PANEL PER CODE. FURNISH AND INSTALL (1) J —BOX FOR DATA OUTLET AND (1) J —BOX FOR PHONE OUTLET AT 18" AFF. 24 NOTE NOT USED. 31 SALVAGE EXISTING CONDUIT STUB —UPS & REUSE. FIELD VERIFY PRIOR TO BID. 32 NOTE NOT USED. NOTE NOT USED. NOTE NOT USED. 35 NOTE NOT USED. 36 NOTE NOT USED. 37 WARMING OVEN REFRIGERATOR: F &I 120V POWER RECEPTACLE c28 "AFF. MATCH RECEPTACLE /CIRCUIT RATING WITH EQUIPMENT UL RATING (CONFIRM). 38 WARMING OVEN: FURNISH & INSTALL NEMA 6 -30R RECEPTACLE cu 28" AFF, & ALL NECESSARY CONDUIT, WIRE ( #10CU., THWN) & CONNECTIONS BACK TO SERVING PANEL. 39 WARMING OVEN DATA: F &I FLUSH DATA OUTLET 028 "AFF AND CAT5 DATA CABLE FROM OUTLET BACK TO DATA RACK. NOTE: SLAB IS STRUCTURAL. REUSE EXISTING PENETRATIONS THROUGH SLAB WHEREVER POSSIBLE. RECEIVED CITY OF TUKWILA SEP 0 4 2012 PERCGI I1 L: E I` 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. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERING 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 360-863-6677 FX:360- 863 -3565 rensch.engineering ©comcast.net Revision Schedule on Date By Description - -_ -_- IIIIIIIIINIIII -�� -_ all rIujel,L rluu1u . Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 03364 12197 -021 08 -28 -12 Tori Thames Yumi Roth Martin Traicoff Chris Rensch Sheet Title: Scale: Power Plan 1 Lighting Fixture Schedule Design ID Count I Description 1 Responsibility 1 Bulb Comments 11533 3 Can - Recessed - 5in Juno #ICPL518E w/ 216C -WH Trim VD (1) CFL 18w 20w Input X0140 2 36" Linear Fluorescent Wall Mount (Brushed Satin Finish W /8" Arm) Bartco #BAM290- 21- BS- LNS92C -WB6 VD 1 -21w T5 Lamp- 3000K 27w Input w /remote ballast and accessories as needed X0141 3 48" Suspended Linear Fluorescent Focal Point Avenue C #FAVCS- FL- 1T5 -1C- 120 - -SC48 VD 1 -28w T5 Lamp- 3000K 30w Input with 48" cable suspension (Field Cut to Length) and accessories as needed (Confirm Finish) X0142 8 48" Lensed Recessed Linear Fluorescent Focal Point Avenue B #FAVB- FL- IT51C120 -S VD 1 -28w T5 Lamp- 3000K 30w input (Confirm Mounting Options & Finish) X0143 1 48" Lensed Recessed Linear Fluorescent w /emergency battery- Same as X0142 except with EM Option VD 1 -28w T5 Lamp- 3000K 30w input (Confirm Mounting Options & Finish) X0144 6 48" Linear LED Striplight LSI #LDL -2 -48- LED -WW24 VD LED 20w per 4foot W /Accessories as Needed Including Mounting Brackets X0145 2 12" Linear LED Striplight LSI# LDL -2 -12- LED -WW24 VD LED 5w per foot W /Accessories as Needed Including Mounting Brackets X0146 1 LED Driver LSI #RB3- 200LEDUE VD N/A X0147 3 48" Lensed Recessed Wall Wash Fluorescent Focal Point Avenue B #FAVA- CL- 1T51C -120S VD 1 -28w T5 Lamp- 3000K 30w input (Confirm Mounting Options & Finish) EXL 1 Emergency Light (White) Lithonia ELM2 -LED VD N/A Lighting Schedule Notes: 1. Contractor shall coordinate with schedule and starbucks to ensure that all Tight fixtures in food preparation areas are provided with shatter proof lamps or lenses. 2. F &I pendants as needed for track & pendant mounted fixtures (where not provided by manuf. - confirm) 3. All Lights Fixtures are to be 120V. O RELOCATED EXIT /EMERGENCY LIGHT GENERAL LIGHTING NOTES LIGHTING PLAN KEY NOTES 0 ALL IS NEW UNLESS OTHERWISE NOTED. O COORDINATE WITH GC AS TO WHOM IS TO PROVIDE ALL LIGHT FIXTURES AND LAMPS UNLESS NOTED OTHERWISE. aREFER TO ARCHITECTURAL PLANS FOR EXACT FIXTURE LOCATIONS. 0 ADJUST FOCUS OF ALL TRACK AND RECESSED DIRECTIONAL LIGHTING TO FULLY ILLUMINATE ALL ARTWORK, MENU BOARDS, AND MERCH BAYS. E ALL LAMPING IN FOOD PREP AREAS SHALL BE SHATTERPROOF LAMPS IF THE FIXTURE DOES NOT HAVE A LENSE. O NOTE NOT USED. O CONDUCTOR QUANTITIES ARE NOT SHOWN. F &I PER CODE WITH SWITCHING AS INDICATED BY LETTER DESIGNATION, NOTE, OR LOCAL SWITCH. CONFIRM WIRING DIAGRAMS AND REQUIREMENTS OF ANY SPECIAL LIGHTING CONTROLS. (3) .............. ............. (2) EXISTING LIGHTS SHOWN FADED TO REMAIN. (2) SWITCH DESIGNATION (TYP.) LIGHTING PLAN �`1 12 O CONNECT TO EXISTING CIRCUIT AND SWITCH FOR AREA /TYPE OF LIGHTS (UNO). VERIFY EXISTING CAPACITY OF CIRCUIT AND ONLY CONNECT TO CIRCUITS WITH CAPACITY. 2 LIGHTS IDENTIFIED WITH "NL" & EMERGENCY FIXTURES TO BE ON 24 HOUR PER DAY LOCK -ON CIRCUIT CONNECTED TO THE UNSWITCHED HOT LEG. QRELOCATED SWITCHBANK. INTERCEPT EXISTING CIRCUITS & ROUTE THROUGH NEW SWITCHES IN NEW LOCATION. 04 CONNECT TO LOCAL CONSTANT HOT LIGHTING CIRCUIT. C) LED DRIVER. MOUNT ABOVE CEILING & CONNECT TO LED LIGHT STRIPS. INSTALL ALL PER CODE & MANUF. REQUIREMENTS. WIRE EMERGENCY LIGHT TO ALLOW NORMAL ON /OFF OPERATION & PROVIDE CONSTANT HOT FROM LIGHTING CIRCUIT TO CONTROL BATTERY. INSTALL ALL PER CODE & MANUFACTURER'S REQUIREMENTS. C1 REMOTE BALLASTS. INSTALL PER CODE & MANUF. // REQUIREMENTS. EXISTING EXIT SIGN /LIGHT BATTERY BACKUP FIXTURE. 0 INSTALL LED LIGHT STRIPS VERTICALLY & HORIZONTALLY BEHIND LIGHTED MURAL (COORD. W /CM & SEE ARCH DETAILS). EVENLY DISTRIBUTE AROUND PERIMETER OF MURAL DISPLAY. RECEIVED CITY OF TUKVVII �. SEP 0 4 2012 lERi�lllT CEN - 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. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH EINIBINEERINGI LLC 111 AVE C SUITE 104, SNOHOMISH, 0620 PHI 340-11634677 FX1360- e63 -3565 rensch.engineering@comcast.net Revision Schedule Rev Date By Description 0i z v a) 0 a U 0 Project Address: CTS c) N 0 m i d) 0 0 Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 03364 12197 -021 08 -28 -12 Tori Thames Yumi Roth Martin Traicoff Chris Rensch Sheet Title: Scale: Lighting Plan & Schedule Number: E -112 #3364\A\Revit \03364 Sou F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Sou Abbreviation List 3PL Third Party Logistics NC ACT ADJ AFF AMP ARCH Air Conditioning Acoustical Ceiling Tile Adjustable Above Finished Floor Ampere Architect BOH Back of House CAB CL CLG CM CTR CX CXA DEG DET DIA DIM DM DN EA EL EQ EXIST EXT FF &E FIO FLR FOH FT Cabinet Center Line Ceiling Construction Manager Center Commissioning Commissioning Agent Degree Detail Diameter Dimension Design Manager Down Each Elevation Equal Existing Exterior "Furniture, Fixture, and Equipment" Furnished and Installed by Owner 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" ID Inside Diameter 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 OD OF /CI OF /OI PD PLC PM On Center Outside Diameter Owner Furnished /Contractor Installed Owner Furnished /Owner Installed Production Designer Place Project Manager R Radius RCM Renovations Construction Manager REF Reference REQ('D) Require(d) REV Revision RND Round SB Starbucks SC Solid Core SF Square Feet SHT Sheet SIM Similar SPEC Specification SQ Square TEMP Temporary TYP Typical UON VD VERT VIF Unless Otherwise Noted Vendor Direct Vertical Verify in Field Project Contacts Mailing Address: Starbucks Coffee Company 2401 Utah Avenue South MS Stop: SSD2 Seattle, Washington 98134 (206) 318 -1575 Design Manager: Tori Thames Starbucks Coffee Company 2401 Utah Avenue South Mail Stop: SSD2 Seattle, Washington 98134 (206) 318 -4929 phone Construction Manager: Landlord: Architect of Record: MEP Consultant of Record: Matt Wick 2401 Utah Avenue South Mail Stop: 100SD Seattle, Washington 98134 (206) 318 -9311 phone Westfield, LLC 2800 Southcenter Seattle, WA 98188 (206) 802-6070 phone KDW Salas O'Brien 10202 5th Avenue NE, Suite 102 Seattle, Washington 98125 (206) 547 -1940 phone (206) 547 -8212 fax Chris Rensch Rensch Engineering 111 Ave C, Suite 104 Snohomish, Washington 98290 (360) 863-6677 phone (360) 863-3565 fax 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 ,nstallation 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. Symbol Legend B North Arrow Exterior Elevation Interior Elevation Section Callout Detail Callout Revision Tag Revision Cloud P)00(-ES )000 0( Paint Tag Design ID Tag Door/Window Tag Datum Point AFF Above Finished Floor Height Tag (imperial) XXXX AFF Above Finished Floor Height Tag (metric) X' XX" Dimension Line from Finish Face to Finish Face Local Codes Zoning: Occupancy: Type of Construction: Sprinklers: Area of Tenant Space: Occupant Load: TUC B V -A Yes 758 SF Bar 236 SF /200 =2 Workroom 230 SF / 200 = 2 Sales 257 SF / 30 = 9 Total Occupant Load 13 Applicable Codes: 2009 International Building Code 2009 International Fire Code 2009 International Mechanical Code 2006 International Energy Conservation Code 2009 Uniform Plumbing Code 2008 National Electric Code 2003 Accessible & Usable Bldgs & Facilities (ICC /ANSI A117.1) Legal Description Parcel: 9202470010 WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1 -9 WHICH REPLACES BSIP REC VOL 249 PGS 77 -84 (AKA PARCEL A TUKWILA BSIP #L10 -032 REC #20101021000765) Room Schedule Name Area Backbar 230 SF Sales 257 SF Workroom 236 SF 724 SF Project Description Remodel existing cafe. Index of Sheets Sheet Sheet Title General G -001 General Information Architectural A -103 Health Department Plan Vicinity Map Mall Location Plan c;TRwt:..t� SEP 19 2012 PERMIT CENTER D12 -2/`I ppiicant Copy 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record KEW O'BRIEN 102 02 Fifth Avenue NE, Suite 102 Seattle, Washington 98125 p, 206.547.191,0 i r. 206.547,8212 WNW.kbw,net Revision Schedule Rev Date By Description 1 T i SITE 6 Z v a APPROVED SUBJECT TO OR!J NANCE SEP 0 4 Z012 Public ealth Seattle & ing Co my By .S z p OPERATIONAL NG COUNTY _'vNT TION. J QUIRED DUR.IlV(I t-) X7-2-7 s:1 t oi,1144 Z, INSPECTION BY HEALTH IS REQUIRED PRIOR APPLICANT PLAN TO BE AVAILABLE M THAT INSPECTION. o N N. > CO ii W rim x U CV p L 2c c N Q cm a) .` CO 0 c-." L Q V�/p� co co -'v = u) a) • ° AC 0 a to in O Y c ` L N 4-1 C 0 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/14/2012 Tori Thames N/A KDW Sales O'Brien Tori Thames Sheet Title: Scale: General Information As indicated Sheet Number: G -001 F:\ACADDWGS\2012 \12 -00100 Starbucks \12 -00133 Starbucks Southcenter Mall #3364\A\Revit \03364 Southcenter Mall.rvt 2 a 0 M N N co 0 0 ABOVE 0 mu. LW! Workroom 236 SF 0 0 0 0 m 0 m CA m WIIIMERWAIIIIIIMM r. v v DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING ...$EFORE CLEANING AND AFTER SANITIZING. 'ESTROOM & KITCHEN HAND WASH SINKS SHALL BE QUIPPED TO PROVIDE WATER AT A TEMPERATURE IF AT LEAST 100 DEGREES FAHRENHEIT TROUGH A FIXING VALVE OR COMBINATION FAUCET. SELF 'LOSING OR METERING FAUCETS SHALL PROVIDE LOW OF WATER FOR AT LEAST 15 SECONDS. 0 0 0 19 4i Ware • Backbar 230 SF 11 Note: No seating provided in store. Seating is provided by mall in mall corridor. WAREWASHING /DISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. It is strongly recommended that hot water for the restroom hand wash sinks be plumbed from the main hot water heater ...instead of using an instant warm type water heater unit under each sink. HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. 0 Sales 257 SF 0 PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL STATUES, REGULATIONS AND ORDINANCES) BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD .4T 41 DEGREES FAHRENHEIT OR BELOW 1!! (DOWN FROM 4.'5 DEGREES) °00D, FOOD PREPARATION AND FOOD SERVICE EQUIPMENT STORAGE AREAS Health Department Plan HAT ARE NOT SHIE D D TO ER LINES Scale: 1/4" = 1' -0" NTERCEPT POTENTIAL DRIPS. FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. Food equipment that is certified for sanitation by an American National Standards Institute (ANSI) - accredited certification program will comply with the food code equipment & utensil material, -construction and design requirements. LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. Mall Corridor Eqiupment List # New or Existing Item Name Manufacturer Model # 1 New Bar Espresso Machine Thermoplan Mastrena SB -M 3 New Bar Supersink - Double Laboratory Faucet with Swing Spout Zurn Z826F1 -XL -MYCS 4 New Bar Supersink - Hot Water Dispenser InSinkErator C1300 5 New Bar Supersink - Metering Faucet - Dipperwell Chicago Faucets 333- 665PSHABCP 6 New Bar Supersink - Utensil Rinse Sink LH Elkay Custom 8 New Bar Supersink - Water Tower Faucet CHG - Component Hardware Group KL26- 5012 -SP 10 New Brew - Coffee Grinder Grindmaster 875 15 New Brew - Digital Scale Mettler Toledo Viva Star 16 New Brew - Dual Soft Heat Brewer Bunn -O -Matic 33500.0015 17 New Brew - Soft Heat Single Warming Stand Bunn 1 SH Server Stand 19 New CBS - Blender - On Counter Vitamix The Quiet One 036027 21 New CBS - Double Laboratory Faucet with Swing Spout Zurn Z826F1 -XL -MYCS 22 New CBS - Drop -In Work Sink with Rear Drain Tub Spokane Stainless Products V2 Work Sink 23 New CBS - Ice bin - 90 LB Elkay Custom 24 _ New CBS - Single Laboratory Faucet with Swing Spout Zum Z- 825F1 -XL 28 New Condiment Cart and Trash Drop Synsor Custom 29 Existing Floor Sink 12x12 Zum FD2375 -NH2 31 New Food Case - Ch' - Self- Service Structural Concepts Harmony HMG -R 36 New Hand Sink - Faucet Single Handle Zurn Z7440 -XL -FC 37 New Hand Sink - Lavatory Mounted Soap Dispenser American Specialties 0332 39 New Hand Sink - Stainless Steel with 12" Splash Guards Elkay V340 41 New Pastry Case - Non - Refrigerated Structural Concepts Harmony HMG 45 New POS Cup Labeler Epson TM -L90 46 New POS Terminal - Cash Register 48 New Refrigerator - Coot Cart Top- Delfield 406 Star CCT 5a New Refrigerator - Reach In - 3 °Door True TG3R- 3S- STAR257007 56 New Refrigerator - Undercounter - 1- -Doer Beverage - Air UCR27 61 New Wall Mounted Hand Sink SST Elkay EHS -14 -WB 63 New Wall Mounted Paper Towel Dispenser Georgia Pacific 56650/01 64 Existing Wall Mounted Soap Dispenser American Specialties 0342 65 Existing Wall Mounted Paper Towel Dispenser Georgia Pacific 56640 46 New Warming - haLlaggp TurboChef i1 /NGO 67 New Work Sink - Double Laboratory Faucet with Bent Riser Spout Zurn Z826S1 -XL 68 New Work Sink - Stainless Steel Spokane Stainless Products Custom 69 Existing Workroom - 2 Compartment SST Sink 72in Spokane Stainless Products 2C17x17 -2 -18 72 Existing Workroom - Dishwasher / Sanitizer Undercounter Hobart LXiH Dishmachine 74 Existing Workroom - Employee Storage Locker Steiner System 10 Bay Locker 75 Existing Workroom - Ice Machine & 590 LB Ice Bin Ice -O -Matic ICE0500HA, B55 -PS 76 Existing Workroom - Mop Sink - 24" x 24" Zum Z- 1996 -24 79 Existing Workroom - Water Heater 81 Existing Workroom - Wire Shelving & Posts ISS Shelving WST966, PZ86 Chrome APPROVED SUBJECT TO f ^TITNANCE SEP 0 4 2012 1;:7G2� g. ? g ) c ou " NO CHANGES SHALL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL A ►'REOPERATIONAL INSPECTION BY T a i G COUNTY HEALTH L viENT IS REQUIRED PRIOR &TION. APPLICANT PLAN SET S REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION. Finish Notes Floors Ceramic tile floor and hot rolled steel or ceramic tile base throughout. Walls Sales: Bar: Workroom: Counters Sales: Bar: Porcelain Tile, Painted GWB, Sealed Wood Slat Panels Porcelain Tile, Painted GWB, FRP FRP (existing) Sealed Hardwood, Solid Surface Stainless steel, Solid surface Ceilings Sales: Sealed Wood Slat Panels Bar: Painted GWB Workroom: Vinyl Faced Suspended ACT (existing) Shelving Workroom: Stainless steel (existing) Plumbing Notes Rinse Sinks, and Ice Bin are to be indireclty drained with an air gap to an existing floor sink. Hand Sinks and Dump Sinks are to be directly drained. b I 0 7 4' 8' Scale: 1/4" = 1'-0' CITY SRA U SEP 19 2012 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 as stated above) until a written agreement is fully executed by both parties. Architect of Record KDW O'BRIEN 0202 Fifth Avenue NE, Suite 102 Seatti p. 206. Washington 938125 .1940 f. 206.547,8 ..12 Www.kdr,v.net Revision Schedule Rev Date By Description Project Address: Southcenter Mall 506 Southcenter Blvd. Tukwilla, WA 98188 County: King KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ® AP: Production Designer: Checked by: 03364 12197 -021 NCS Regional Modern 8/14/2012 Tori Thames N/A KDW Sales O'Brien Tori Thames Sheet Title: Health Department Plan Scale: 1/4" = 1'-0" Sheet Number: A -103