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Permit D17-0121 - PAN WASHINGTON LLC - TENANT IMPROVEMENT
PAN WASHINGTON LLC 17250 SOUTHCENTER PKWY SUITE 152 D17-0121 Parcel No: Address: 0 City of Tukwila a Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7888920020 Permit Number: 17250 SOUTHCENTER PKWY 152 Project Name: PAN WASHINGTON LLC Issue Date: Permit Expires On: D17-0121 5/25/2017 11/21/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE, OH, 98006 KIM MILUSH 6200 OAK TREE BLVD - SUITE 250 , INDEPENDENCE, OH, 44131 AFFIDAVIT - JAMES LAW ,,, Lender: Name: PAN AMERICAN GROUP Address: 6200 PAK TREE BLVD - SUITE 250 , INDEPENDENCE, OH, 44131 Phone: (330) 907-9893 Phone: Expiration Date: DESCRIPTION OF WORK: REPLACE CARPET, REPLACE BOOTH CUSHIONS, PAINT, NEW WALL VINYL, LIGHT FIXTURES, REMOVE NON- STRUCTURAL WALLS, EXTEND CONSOLIDATION WALL Project Valuation: $100,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,628.31 Occupancy per IBC: A-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: S �S 1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local I .ws regulating construction or the performance of work. I am authorized to sign and obtain this development , ermit✓and agree to the conditions attached to this permit. Signature: Print Name: I VA. 1, Date: 5f a-Sll This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: 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). CI 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: 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) 14: 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) 15: 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 required surveys. (NFPA 10, 7.2, 7.3) 17: 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) 18: 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: 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 1008.1.9.1) 21: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 22: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 23: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 24: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 25: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 29: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 26: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler 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 sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 30: 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 #2437. 31: 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 #2437) (IFC 901.2) 32: 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 #2437) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0502 LATH/GYPSUM BOARD CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov fl Building Permit No. h l '7— © I)I Project No. Date Application Accepted: 5 — S ` i 7 Date Application Expires: II -g-17 (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 King Co Assessor's Tax No.: '777'7'1.26,5x) Site Address: 17.150 5p us 21L -r� CEhfTE/a PAR -444)4,i A,i Tenant Name: Pl44 WASH I rh l -i o Suite Number: 15 a Floor: New Tenant: ❑ Yes ..No PROPERTY OWNER Name: Z yyl m 1 1._mtsi4 Name: W I (S' P(AQtiL't—1 /✓S Email: {2,m 1 LUSH Co F(_tp.it.J e_b-, CA'YI Address: City: State: Zip: City: Address: State: Zip: CONTACT PERSON — person receiving all project communication Name: Z yyl m 1 1._mtsi4 Address: t0 2D0 O pa_ `meg 3l .vi , 5/-6- o2 56 City: 11siDEPc/ .1)45qa State: 0d Zip:4416I Phone: 330-8107- Cf 03 Fax: Email: {2,m 1 LUSH Co F(_tp.it.J e_b-, CA'YI GENERAL CONTRACTOR INFORMATION Company Name: ...r 8.0 Architect Name: 3 Ei4 m t 4 U e-cT A' Address: .211 e---2) to AD ST Address: Phone: vo4. a 3a_ yea Fax: Email: WW 1 err i c e Dp3 0.244-1 'Tem . cent City: State: Zip: Phone: Fax: Address: Contr Reg No.: Exp Date: City: Tukwila Business License No.: State: Zip: H: Applications\Forms-Applications On Line \201 I Apptications\Pennit Application Revised - 8.9.11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Architect Name: 3 Ei4 m t 4 U e-cT A' Address: .211 e---2) to AD ST City: ie ., ►J 1l1 C.l.� State: 5 Zip: a9 Ip0 Phone: vo4. a 3a_ yea Fax: Email: WW 1 err i c e Dp3 0.244-1 'Tem . cent ENGINEER OF RECORD Name: Name: plei/►'! /► � ce. / L_ 414 64 tcp Address: tG c,f), O44 1-1e 6 wD Company Name: N A. Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Name: plei/►'! /► � ce. / L_ 414 64 tcp Address: tG c,f), O44 1-1e 6 wD City: 14DefwbE' State: O Ft Zip: Lig 13-I Page 1 of 4 BUILDING PERMIT INFORMATIO — 206-431-3670 Valuation of Project (contractor's bid price): $ / 001000 . 00 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Re -t°141 -cc- Ca ac ,p la ce-. boo -t -G► &.(4511,c4rns t p Ai Eck N y L1 LI (5-:H i Ft yznA2Es., i2EmoJt 10 - S G4c-rzri214L- W RL( tXTar NTh Q6 145Oc.-1 b 47764 W t1+Ls Will there be new rack storage? ❑ Yes . 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 ofof2the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: `15�" j ��T'Compact: Handicap: Will there be a change in use? 0 Yes No • If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8.9.1l.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC luu Floor LI, 3 3K" s -F a:13$ sC ,J a d ict- J- 8 A a 2'' Floor P 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 ofof2the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: `15�" j ��T'Compact: Handicap: Will there be a change in use? 0 Yes No • If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8.9.1l.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOATION — 206-433-0179 Scope of Work (please provide detailed information): p I?a 0 e- to 0 Q -L 5 I T to 0 41‹,_ 6E LL T? L i (,J pt2.L B6 / hr,- P ,Q -lea t frie- Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District /J0 CA -I ictdEre ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District h( 0 C.4-4 Arf ESG ❑ ...Tukwila ❑... Valley View ❑ .. Renton ❑ ...Sewer Use Certificate�c❑... Sewer Availability Provided Septic System: /V l ❑ .. Highline ❑ .. Renton El .. Seattle ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless - (SAO) ❑ ...Hold Harmless - (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line El .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... 79 WO # ❑ ...Temporary Water Meter Size.. T7 WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ f) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Fonns-Applications On Line\201 I Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 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). 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 CoI�AG"' O$IZ� GENT: Signature: f Print Name: 1101 l et -1 O1- 5-, I lr, -51-4 1 Mailing Address: IP 20° OA -Y_ i c I3L✓ D Date: th/1-7 Day Telephone: 3 3D- R 0 7- 58-17 I r-pf✓PEht-iNse f (tel 4P -I 13 I City H: Wpplications\Forms-Applications On Line\201 I Applications'Permit Application Revised - 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $1,625.09 D17-0121 Address: 17250 SOUTHCENTER PKWY 152 Apn: 7888920020 $1,625.09 DEVELOPMENT $1,547.92 PERMIT FEE R000.322.100.00.00 0.00 $1,543.42 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $77.17 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11577 R000.322.900.04.00 0.00 $77.17 $1,625.09 Date Paid: Thursday, May 25, 2017 Paid By: PAN AMERICAN GROUP Pay Method: CHECK 4000007143 Printed: Thursday, May 25, 2017 1:51 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila Receipt Number R11430 DESCRIPTIONS IACCOUNT QUANTITY PAID PermitTRAK $1,003.22 D17-0121 Address: 17250 SOUTHCENTER PKWY 152 Apn: 7888920020 $1,003.22 DEVELOPMENT $1,003.22 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11430 R000.345.830.00.00 0.00 $1,003.22 $1,003.22 Date Paid: Friday, May 05, 2017 Paid By: PAN AMERICAN GROUP Pay Method: CHECK 4000006547 Printed: Friday, May 05, 2017 11:31 AM 1 of 1 CRWYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION DO -0/Z1 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pr ct: rANI t f ,67t TTe of Inspection: t>ui�L /, J6 J,.J3L Aess: Date Called: Special Instructions: Date Wan ' : 7 ?7 i1 p., Requeste : Phone No: NIApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:/,7 C-7 G7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-93504A / t•it biz -©124 P �e�ct(j (+1 fj �jy (/ •AK A 4 bit it '� v Ty]pa of Inspection: , ✓ gam ✓ Address: I7ZSU i1Z ? Date Called: Special Instructions: Date Wanted• ' 27 / 7 -m m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i c9x C..7 fes P ' Inspector: Date: • REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pj/rAject Type of Ins®erection: Ogrilivi ,per ab ,`/ ��,((�� ,,// j�2-1-C- Address: / 72S-0 .Sr.�.+fiili-W r14,4 Date Ca ed: Special Instructions: Date Wanted: 1 a.m. Requester: _____ Phone No: El Approved per applicable codes. RI Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION N0. INSPECTION RECORD Retain a copy with permit 'bi7 -0/Li PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 \,0%. (206) 431-3670 Proo'ect:Type I I WA/ SH/A16--Ted i'�e of ection: v1 /Air, Address: 1 `72CO SA.rnic6fiVre Pi/& / Date Called: Special Instructions: Date Wante� � 7 a.m. 4- Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Ar)41.4 Date: 2 / 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:4;.,:,)7\1;4-- / !/ " Sprinklers: Type of Inspection: 5W1 [N t q.� (e 2 iri/v ? 1 �-- Address:Pbmii f72-3 Suite #: Pre -Fire: Contact Person: G tii-i S Special Instructions: -- 60 I Phone No.: rlApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: (/\, k- / ,,-)2.- Fi "J qz._._ ,A0p(2-ory t-ThO Pre -Fire: 7Y2- i1 Z 7?.J12_. P L -G 6-6 1/2 (() Sia r"- / Jr— t"ii A%OoJ (7nv1A_ /NSvL - Pt A) e p / u, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4 c---4,- Date: 9'1� b 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 3/14/14 T.F.D. Form F.P. 113 ( INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1`/7 /-41 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type .ti/N. tk/ 4—• of Inspection: LOW :Ye_ ... Address: /7Q #: Monitor: (/ j��C%,/t/ Contact Person:Suite , } .4./ ¶ Special Instructions: - Mirp, / 7E-0 3ff Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: - - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: C. 0 V( - Mirp, / 7E-0 G`) S -) r--;,..7-, ----71- $ft t -Z f-� 6' 1Z 62..h/f3 -i,,,;-VeKife_fi , 7 C{7vC3L 17,-67 r 7'Z (o/r 47,-7- ?,1 5 i &=---- __5-1----F( c i ,42El Needs Shift Inspection: Sprinklers: - - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: - . Inspector: �''3% 5-4-- Date: ,f,4// .2 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 3/14/14 T.F.D. Form F.P. 113 PERMIT COORD COPY:. � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0121 DATE: 05/05/17 PROJECT NAME: PAN WASHINGTON LLC SITE ADDRESS: 17250 SOUTHCENTER PKWY - SUITE 152 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: C Building Division 111 4ic Rik .9-101( 11 Public Works AJ4 ,la, 5\1 7 Mh M2 0-11111 Fire Prevention Planning Division Structural ❑ Permit Coordinator III PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/09/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/06/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 C.:k) CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: 1)1:7 0 I �I STATE OF WASHINGTON) ) ss. COUNTY OF KING ) , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 3 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that mig to engage an unregistered contractor to perform constrl ctio MU lir 44 1 �' RgJi otAk NS SI, • U) i a %I'', �'o1IB .gyp JJrrrtOP 1WAs�`\`�, erwise have under state law in any decision k. wne gent Signed and sworn to before me this NOTARY PUBLIC in and for the State of Washington Residing at /•(1/1) , County � (,t,f'na My commission expires: I (i f -'10(q Name as commissioned: 18.27.090 Exemptions. The registration provisions of this 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed chapter do not apply to: by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical' contractor's license under chapter 19.28`aRCW that etilploys a;certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to'perform plumbing work that is incidentally, directly, and immediately, appropriate to the like -in-kind replacement of a household appliance or other small household utilization:equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. SITE MAP: acy's Logistic; end Opera ion SEAT COUNT INFORMATION: CATEGORY: NO. OF SEATS: EFFECTIVE SEATING: NO. OF PARK'G SPACES: NO. OF REGISTERS: NO. OF TABLES: EXISTING N/A N/A N/A N/A N/A REVISION ISSUE LOG PROPOSED 93 INT./ 20 EXT. 80 14 (2'S) / 16 (3,4,8's) INT. 10 (2'S) / 0(3,4,8's) EXT. PERMIT SET INTERIOR REMODEL BAKERY CAFE #2258 17250 SOUTHCENTER PKWY SUITE 152 TUKWILA, WA 98188 CODE INFORMATION: APPLICABLE CODES & REGULATIONS: BUILDING CODE: FIRE CODE: PLUMBING CODE: ELECTRICAL CODE: MECHANICAL CODE: ENERGY CODE: ACCESSIBILITY CODE: 2015 IBC W/WASH. STATE AMENDMENTS 2015 IFC W/WASH. STATE AMENDMENTS 2015 UPC W/WASH. STATE AMENDMENTS 2014 NATIONAL ELECTRIC CODE 2015 IMC W/WASH. STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 IBC W/WASH. STATE AMENDMENTS 2009 ANSI Al 17.1 OTHER: 2015 INTERNATIONAL FUEL GAS CODE W/ WASH. STATE AMENDMENTS CODE CLASSIFICATION: A. OCCUPANCY GROUP: ASSEMBLY - A2 B. CONSTRUCTION CLASSIFICATION: TYPE V -B C. THE BUILDING IS FULLY SPRINKLED AREA BREAKDOWN: FRONT OF HOUSE: BACK OF HOUSE: TOTAL PANERA SUITE: 2,138 SQ.FT. 2,200 SQ.FT. 4,338 SQ.FT. TRAVEL DISTANCE: ALLOWED TRAVEL DISTANCE: 250' ACTUAL TRAVEL DISTANCE: # OF EXITS REQUIRED: 2 # OF EXITS PROVIDED: 3 92'-4" PROTOTYPE INFORMATION: THIS SET OF DOCUMENTS INCORPORATES ALL REVISIONS THROUGH PROTOTYPE UPDATES #2016.00 CORPORATE 2.0 FINISHES REV # ISSUE DATE DESCRIPTION AFFECTED SHEETS CONTACT INFORMATION: PANERA BREAD DESIGN MANAGER: DANIEL SCHRECKENBERG 3630 SOUTH GEYER ROAD SUITE 100 SUNSET HILLS, MO 63127 P 314.984.2631 REMODEL PROGRAM MANAGER: PAN AMERICAN GROUP, LLC ATTN: KIM MILUSH 6200 OAK TREE BOULEVARD SUITE 250 INDEPENDENCE, OH 44131 P 216.525.2765 P 330.907.9893 DESIGN CONSULTANT: KEVIN WIENKE, AIA 211 EAST BROAD STREET GREENVILLE, SC 29601 P 864.232.8200 x1028 F 864.232.7587 PLANNING/ZONING DEPARTMENT CONTACT: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 P 206.431. 3670 BUILDING DEPARTMENT CONTACT: CITY OF TUKWILA 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 P 206.431. 3670 ELECTRICAL DEPARTMENT CONTACT: CITY OF TUKWILA 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 P 206.431. 3670 PLUMBING DEPARTMENT CONTACT: CITY OF TUKWILA 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 P 206.431. 3670 MECHANICAL DEPARTMENT CONTACT: CITY OF TUKWILA 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 P 206.431. 3670 HEALTH DEPARTMENT CONTACT: KING COUNTY ENVIRONMENTAL HEALTH 401 5TH AVENUE, SUITE 1100 SEATTLE, WA 98104 P 206.263.9566 FIRE DEPARTMENT CONTACT: TUKWILA FIRE MARSHAL 6300 SOUTHCENTER BLVD #209 TUKWILA, WA 98188 P 206.971.8719 LANDLORD APPROVAL: GC & OWNER PROVIDED EXCEPTIONS ITEM: DESCRIPTION & DETAIL REFERENCE XXXXXXX: XXXXXXX: - XXXXXXX: - XXXXXXX: - XXXXXXX: - LIST NAME OF BIDDERS SHEET INDEX: • SEPARATE PERMIT REQUIRED FOR: Mechanical Q( lecfrlcal 7/Plumbing Ei Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall bo made to the scope of work without prior approval of Tukwila Es (Ming Division. NOTE: Revisions will rcquiro a n 'v plan submittal and may include additional plan review fees FILE COPY Permit No. 1)11' 121 Plan review opprovsl is subject to errors and omisiona. Approval of corsiru,siion documents does not E uthCri l the violation of \'iy adop ed code or ordinance. Rcooi }� of approved Fig' Co' ;J d conditions i3 acknowied d: By: 01°' 01°' Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 182017 PrJ City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 052017 PERMIT CENTER b13. 012) BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 co r CV M W DP3 ARCHITECTS 10371 REGISTE ARCHITE BEN STATE APR 1 3 2017 ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: G -CS COVER SHEET CODE ANALYSIS GENERAL 1 G -CS COVER SHEET, CODE ANALYSIS 2 G -SL ABBREVIATIONS, GENERAL NOTES & SYMBOLS 3 G -ADA ACCESSIBILITY GUIDELINES ARCHITECTURAL 4 D-2.0 FLOOR PLAN DEMOLITION 5 A-2.1 NOTED FLOOR PLAN 6 A-2.2 FLOOR FINISH PLAN 7 A-2.3 WALL FINISH PLAN 8 A-3.1 REFLECTED CEILING PLAN 9 A-3.2 LIGHTING SCHEDULE, CEILING DETAILS 10 A-4.1 ENLARGED RESTROOM PLAN & INTERIOR ELEVATIONS 11 A-4.2 INTERIOR ELEVATIONS 12 A-4.8 DETAILS, LEGENDS AND NOTES SIGNAGE/ARTWORK/GRAPHICS 13 SG -2.1 SIGNAGE PLAN EQUIPMENT 14 EQ -2.1 EQUIPMENT PLAN 15 EQ -4.1 EQUIPMENT, WOOD/STEEL, & FURNITURE SCHEDULE PLUMBING 16 P2.3 PLUMBING PLANS ELECTRICAL 17 E2.1 ELECTRICAL PLAN 18 E3.1 ELECTRICAL LIGHTING PLAN 19 E5.1 ELECTRICAL SPECIFICATIONS AND ONE -LINE DIAGRAM • SEPARATE PERMIT REQUIRED FOR: Mechanical Q( lecfrlcal 7/Plumbing Ei Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall bo made to the scope of work without prior approval of Tukwila Es (Ming Division. NOTE: Revisions will rcquiro a n 'v plan submittal and may include additional plan review fees FILE COPY Permit No. 1)11' 121 Plan review opprovsl is subject to errors and omisiona. Approval of corsiru,siion documents does not E uthCri l the violation of \'iy adop ed code or ordinance. Rcooi }� of approved Fig' Co' ;J d conditions i3 acknowied d: By: 01°' 01°' Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 182017 PrJ City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 052017 PERMIT CENTER b13. 012) BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 co r CV M W DP3 ARCHITECTS 10371 REGISTE ARCHITE BEN STATE APR 1 3 2017 ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: G -CS COVER SHEET CODE ANALYSIS ABBREVIATIONS GENERAL CONDITONS PLAN SYMBOLS & AT A.B. ACOUS. ACT. ADJ. A.F.F. AGGR. ALUM. ANDD. APPROX. ARCH. A.T. AUX. BD. BLDG. BLKG. B.L.P. BN. BOH. BOT. BSMT. C. CAB. CANT. CEM. CER. CL CLG. CLKG. CLO. C.O. COL. C.O.L. C.O.M. CONC. CONC.BLK. CONST. CONT. CONTR. CORP. CORR. CP. C.P.M. CPT. C.T. CR. CRT. CTN. CTR. CV. D DBL. DEPT. D.F. DIA. DIM DN D.O. D.M. D.P.M. DWG. DWR. D.W. E. EA. E.F. E.C. E.J. ELEV. ELEC EMER. ENCL. E.P. EQ. EQUIP. E.W.C. E.W.H. EXP. EXT. EXIST. EXEC. F.A. F.D. PND. F.E. F.H.C. AND ® ANCHOR BOLT ACOUSTICAL ACOUSTICAL TILE ADJUSTABLE ABOVE FINISHED FLOOR AGGREGATE ALUMINUM ANODIZED APPROXIMATE ARCHITECT ACOUSTICAL TILE AUXILIARY BOARD BUILDING BLOCKING BORROW LIGHT PANEL BULLNOSE BACK OF HOUSE BOTTOM BASEMENT CASTERS CABINET CANTILEVER CEMENT CERAMIC CENTERLINE CEILING CAULKING CLOSET CASED OPENING COLUMN CUSTOMER'S OWN LEATHER CUSTOMER'S OWN MATERIAL CONCRETE CONCRETE BLOCK CONSTRUCTION CONTINUOUS CONTRACTOR CORPORATION CORRIDOR CARPET CONSTRUCTION PROJECT MANAGER (PANERA) CARPET TILE CERAMIC TILE CHAIR RAIL COMPUTER TERMINAL CARTON CENTER COVE DEPTH DOUBLE DEPARTMENT DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR OPENING DESIGN MANAGER (PANERA) DEVELOPMENT PROJECT MANAGER (PANERA) DRAWINGS DRAWER DRYWALL EAST EACH EXHAUST FAN ELECTRICAL CONTRACTOR EXPANSION JOINT ELEVATION ELECTRICAL EMERGENCY ENCLOSURE ELECTRICAL PANEL EQUAL EQUIPMENT ELECTRICAL WATER COOLER ELECTRICAL WATER HEATER EXPANSION EXTERIOR EXISTING EXECUTIVE FIRE ALARM FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FIN. FLR. FLUOR. F.O.C. F.O.F. F.O.H. F.O.S. F.R.P. F.S. FT. FTG. FUR R. FUT. GA. G.B. G.C. GEN. G.I. GL G.W.B. GYP. GYP.L. GRD. H H.B. H.C. HCAP. H.M. HDWR H.M.F.HOLLOW HORIZ. I.D. INC. INSUL. INT. JAN. J.S. JT. KIT. L. LAB. LAM. LAV. LKR. LL. LT. MAS. MAX. M.C. M.D.P. MECH. MIN. MIR. MISC. M.O. MTD. MTL. MFR. MUL. M.0.P. N. N.I.C.NOT NO. OR # NOM. N.T.S. NT. O.C. O.D. OPNG. P. PART. PC PF PLAS. PN L. P.P. P.R.C. PL. P.LAM. PLYWD. PR. FINISH PTR. PRINTER FLOOR PT. PAINT FLUORESCENT P.T.D. PAPER TOWEL DISPENSER FACE OF CONCRETE P.T.D./R. PAPER TOWEL DISPENSER & RECEPTACLE FACE OF FINISH P.T.R. PAPER TOWEL RECEPTACLE FRONT OF HOUSE FACE OF STUDS FIBERGLASS REINFORCED PANELS Q.T. QUARRY TILE FULL SIZE FOOT OR FEET R. RIGHT FOOTING RAD. RADIUS FURRING R.D. ROOF DRAIN FUTURE R.D.S. ROOF DRAIN DOWNSPOUT REF. REFERENCE GAUGE REFR. REFRIGERATOR GRAB BAR REINF. REINFORCE GENERAL CONTRACTOR REL. RELOCATE GENERAL REQ'D. REQUIRED GALVANIZED IRON RESIL. RESILIENT GLASS RM. ROOM GYPSUM WALL BOARD R.O. ROUGH OPENING GYPSUM GYPSUM LATH S. SOUTH GROUND S.C. SOLID CORE SCHED. SCHEDULE HEIGHT SEC. SECRETARY HOSE BIB SECT. SECTION HOLLOW CORE S.H. SEAT HEIGHT HANDICAPPED SHN. SHOWN HOLLOW METAL SHT SHEET HARDWARE SHT. SHEET METAL METAL FRAME SHR. SHOWER HORIZONTAL S.N.D. SANITARY NAPKIN DISPENSER S.N.R. SANITARY NAPKIN RECEPTACLE INSIDE DIAMETER SIM. SIMILAR INCORPORATED SPEC. SPECIFICATION INSULATION SQ. SQUARE INTERIOR SQFT. SQUARE FEET S.S. STAINLESS STEEL JANITOR S.SK. SERVICE SINK JANITOR SINK STA. STATION JOINT STANDARD STD. STOR. STORAGE KITCHEN STRUC. STRUCTURAL LEFT OR LENGTH SUS P. SUSPENDED LABORATORY S.V. SHEET VINYL LAMINATE S.W. SEAT WIDTH LAVATORY SYM. SYMMETRICAL LOCKER LANDLORD T. THERMOSTAT LIGHT T.B. TOWEL BAR TEL TELEPHONE MASONRY TER. TERMINAL MAXIMUM T.G.C. TENANT'S GENERAL CONTRACTOR MECHANICAL CONTRACTOR T.O.F. TOP OF FOOTING MAIN DISTRIBUTION PANEL T.P.D. TOILET PAPER DISPENSER MECHANICAL T.V. TELEVISION MINIMUM TYP. TYPICAL MIRROR TACK. TACKABLE MISCELLANEOUS MASONRY OPENING UPH. UPHOLSTER/UPHOLSTERY MOUNTED U.N.O. UNLESS NOTED OTHERWISE METAL UR. URINAL MANUFACTURER MULLION V. VINYL METHOD OF PROCEDURE VAR. VARIABLE V.T.R. VENT THRU ROOF NORTH VERT. VERTICAL IN CONTRACT VCT. VINYL COMPOSITION TILE NUMBER VWC. VINYL WALL COVERING NOMINAL NOT TO SCALE W. WEST NON-TACKABLE W/ WITH WC. WATER CLOSET ON CENTER W.MTD. WALL MOUNTED OUTSIDE DIAMETER WD. WOOD OPENING W.H. WATER HEATER WDW. WINDOW PLASTIC W/0 WITHOUT PARTITION WP WATER PROOF PERSONAL COMPUTER WSCT. WAINSCOT PAPER FLOW WS WORKSURFACE PLASTER WT. WEIGHT PANEL W WIDTH POWER POLE PRE -CASE PLATE PLASTIC LAMINATE PLYWOOD PAIR 1.1 PERMITS: CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS. 1.2 QUALITY: CONTRACTOR SHALL PERFORM ALL WORK AND INSTALL ALL COMPONENTS IN A PROFESSIONAL MANNER. ALL FINISH WORK TO BE TRUE, LEVEL AND PLUMB. ALL JOINTS TO BE TIGHT AND CLEAN. 1.3 CODE COMPLIANCE: WORK SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES INCLUDING NFPA; AND USE TESTED AND CERTIFIED ASSEMBLIES, AS REQUIRED BY CODE. 1.4 HANDICAP ACCESSIBILITY: CONTRACTOR SHALL COMPLY WITH ACCESSIBILITY GUIDELINES 36 CFR PART 1191 OF THE FEDERAL REGISTER, ITS REVISIONS TO ANSI STANDARD A117.1, AND TITLE III OF THE AMERICAN'S WITH DISABILITY ACT (ADA), AND LOCAL ORDINANCES 1.5 WARRANTY: ALL CONSTRUCTION, MATERIALS, PRODUCTS AND, WORK TO BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE TENANT. 1.6 CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. NO MEASUREMENTS SHALL BE SCALED FROM THE DRAWINGS. CONTRACTOR SHALL OBTAIN CLARIFICATION FROM ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION IF A DIMENSION(S) IS IN QUESTION. 1.7 CONTRACTOR IS ADVISED THAT PORTIONS OF THIS DOCUMENT MAY BE BASED ON UNFIELD VERIFIED INFORMATION PROVIDED BY OTHERS IN ACCORDANCE WITH THE OWNERS DIRECTIONS. CONTRACTOR TO ADVISE ARCHITECT OF ANY EXISTING CONDITION DIFFERENT FROM THAT NOTED WHICH MAY IMPACT CONSTRUCTION PRIOR TO EXECUTION. 1.8 DIMENSIONS AND NOTES ON ENLARGED PLANS AND DETAILS ARE TO OVERRULE SMALLER SCALE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF DRYWALL UNLESS NOTED OTHERWISE. 1.9 TURN OVER TO LANDLORD OR SAVE FOR REUSE THE FOLLOWING ITEMS WHEN DISMANTLED: A) DOORS, FRAMES, & DOOR HARDWARE AS INDICATED. B) THERMOSTATS. C) SUPPLY AND RETURN AIR GRILLES. D) ADDITIONAL ITEMS INDICATED ON PLAN. E) EXISTING LIGHT FIXTURES INDICATED ON PLAN. 1.10 CLEAN UP: REMOVE ALL DEBRIS, PACKING MATERIAL, DEMOLISHED MATERIAL, AND EXTRANEOUS TRASH GENERATED BY CONSTRUCTION FROM BUILDING & SITE UNLESS NOTED, TO BE ED VER D. ALL ED IAL NOT TONBE �URNEDOOVER DTORLANDLORD ESHALL HBECOME ETHE PROPERTY OF GENERAL CONTRACTOR. 1.11 BUILDING STANDARDS: ALL MATERIAL, HARDWARE, FIXTURES, AND FINISHES TO BE BUILDING STANDARD UNLESS NOTED OTHERWISE. BUILDINSTANDARD INFORMATION IS AVAILABLE THROUGH THE TENANT'S REPRESENTATIVES, AND TYPICALLY MATCHES EXISTING INTERIOR CONSTRUCTION. 1.12 SITE VISIT; ALL GENERAL CONTRACTORS & SUBCONTRACTORS ARE TO VISIT SITE PRIOR TO COMPLETING BID TO VERIFY EXISTING CONDITION. GENERAL CONTRACTOR & SUBCONTRACTORS TO PROVIDE WRITTEN DOCUMENTATION OF ANY DISCREPANCY BETWEEN SITE CONDITIONS & DOCUMENTS. SUBMISSION OF BID IS CONFIRMATION THAT EXISTING CONDITIONS HAVE BEEN FULLY TAKEN INTO CONSIDERATION & ARE REFLECTED IN THE COSTS PROVIDED. 1.13 CONTRACTOR TO PROVIDE 2X FIRE RESISTANT BLOCKING AS NECESSARY BEHIND ALL WALL MOUNTED INSTALLATIONS. 1.14 CONTRACTOR TO PROVIDE BUILDING CONSTRUCTION REPRESENTATIVE WITH COPIES OF DELIVERY, AND CONSTRUCTION SCHEDULES. CONTRACTOR TO COORDINATE ALL SCHEDULES WITH BUILDINGS CONSTRUCTION REPRESENTATIVE. 1.15 IF EXTERIOR WINDOWS ARE BEING ENCLOSED CONTRACTOR IS TO CLEAN ALL WINDOWS, SHADES, CAVITY AREA FROM CONSTRUCTION DUST AND DEBRIS PRIOR TO ENCLOSING EXTERIOR WINDOWS. 1.16 CUTTING & PATCHING: CONTRACTOR TO PATCH, REPAIR, & REFINISH WORK DAMAGED AS A RESULT OF DEMOLITION OR REMOVAL OF CONSTRUCTION TO MATCH ADJACENT FINISH. PATCH THRU-WALL/ THRU-FLOOR PENETRATIONS TO MAINTAIN EXISTING BUILDING INTEGRITY. 1.17 USE 3M NON -INTUMESCENT FIRE STOPPING AS FOLLOWS: FIREDAM 150 CAULK FOR WALL & FLOOR PENETRATION SEALS, TO MEET OR EXCEED ASTM E 814 (UL1479) AND/OR ASTM E 119 (UL263); STRUCTURAL STEEL,AND ELECTRICAL & CONTROL SYSTEM, TO MEET OR EXCEED ASTM E 119 UL263 ( ) AND HIGH INTENSITY FIRE TEST (UL 1709). FIRE BARRIER 2001 SILICONE RTV FOAM FOR CABLE BUNDLES AND TRAYS, TRAYS CONDUIT BUNDLES AND MULTIPLE PIPE RUNS, AND OTHER LARGE OPENINGS TO MEET OR EXCEED ASTM E 814 AND TO COMPLY WITH REQUIREMENTS OF THE NEC (NFPA-70), BOCAI, ICBO, SBCCI AND NFPA CODE #101. 1.18 ALL NEW CONCRETE FLOORING SECTIONS TO BE DOWELED AND PINNED TO EXISTING CONCRETE SLAB 1.19 ALL ROOF WORK TO BE COMPLETED BY LANDLORD'S APPROVED ROOFING CONTRACTOR 1.20 CONTRACTOR IS ADVISED THAT ROOF STRUCTURE AT THIS LOCATION MAY HAVE LIMITED LOAD CAPACITY. PROVIDE ADDITIONAL FRAMING AS NECESSARY FOR ANY ROOF MOUNTED OR SUSPENDED EQUIPMENT. 1.21 CONTRACTOR TO REQUEST FROM LANDLORD A COPY OF ALL BUILDING RULES ®ULATIONS. THESE RULES & REGULATIONS TO BE FULLY COMPLIED WITH ® ALL TIMES DURING CONSTRUCTION BY THE GENERAL CONTRACTOR & SUB-CONTRACTOR(S). CONTRACTOR TO PROVIDE STATEMENT OF QUALIFICATIONS & INSURANCE CERTIFICATES AS NECESSARY TO THE BUILDING'S REPRESENTATIVE. 1.22 CONTRACTOR TO MAINTAIN CLEAR ACCESS TO ALL DRIVE & ENTRANCES WHILE ON SITE.RE 1.23 CONTRACTOR TO STORE & INSTALL AS NECESSARY ANY OWNER -PROVIDED EQUIPMENT. REFER TO DOCUMENTS FOR FURTHER DETAIL. DOORS AND WINDOWS: 8.1 WOOD DOORS: REFER TO DOCUMENTS FOR FURTHER DETAIL 8.2 METAL DOORS: REFER TO DOCUMENTS FOR FURTHER DETAIL 8.3 FRAMES: REFER TO DOCUMENTS FOR FURTHER DETAIL. 8.4 HARDWARE STANDARD: PROVIDE DOOR HARDWARE IN ACCORDANCE W/ SCHEDULE. ALL LOCKSET/LATCHSET HARDWARE COMPLY W/TITLE III OF AMERICANS WITH � DISABILITIES ACT (ADA). GENERAL CONTRACTOR TO COORDINATE KEYING WITH OWNER REPRESENTATIVE. FINISHES: 9.1 DRYWALL: REFER TO PARTITION DETAILS FOR FURTHER INFORMATION. 9.2 RESILIENT BASE: PROVIDE 6" HIGH RUBBER COVE BASE IN 100' ROLLS. REFER TO DOCUMENTS FOR FURTHER DETAIL 9.3 PAINT: PROVIDE 2 COATS OF ALKYD SEMI -GLOSS ENAMEL FINISH COLOR ON METAL DOORS & FRAMES AS INDICATED ON DRAWINGS. 9.4 PAINT: PROVIDE 2 COATS OF PREMIUM EGGSHELL FINISH COLOR ON ALL NEW SURFACES AS INDICATED ON DRAWINGS. PRIME NEW/EXISTING SURFACES & PATCH AS REQUIRED. 9.5 SOUND BATT INSULATION (WALLS ONLY): SHALL BE UNFACED GLASS FIBER ACOUSTICAL INSULATION COMPLYING WITH ASTM C665, TYPE 1, CONTRACTOR TO VERIFY SIZE WITH NOTED PARTITION TYPE USED. MAXIMUM FLAME SPREAD: 10, STC ABOVE 55. SOUND ATTENUATION (ABOVE CEILINGS) SHALL BE 3" UNPAGED, LIGHT WEIGHT, RESILIENT FIBERGLASS DESIGNED TO ABSORB SOUND AND SPECIFICALLY MANUFACTURED FOR USE ABOVE CEILINGS. MAXIMUM FLAME SPREAD: 25 STC ABOVE 55. NO SOUND ATTENUATION INSULATION IS TO BE USED ABOVE FINISHED CEILING IN FOOD PREPARATION AREAS. 9.6 ALL FLOORING PRODUCTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS & SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR LEVELING THATA MAY BE REQUIRED IN ORDER TO COMPLY WITH PROPER INSTALLATION PROCEDURE. g,7 ACOUSTICAL CEILING: SHALL BE AS INDICATED OR AS CALLED FOR IN NOTES. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND SPECIFICATIONS. SPECIALTIES: 10.1 EXTERIOR SIGNAGE, IF INDICATED, TO COMPLY WITH ALL CITY REGULATION AND BUILDING DESIGN STANDARDS. ADVISE ARCHITECT OF ANY CONFLICTS. ALL SIGNAGE PROVIDED BY OWNER U.N.O. 10,2 REFERENCE "SG" SERIES SHEETS FOR SIGNAGE INFORMATION. 10.3 CONTRACTOR SHALL PROVIDE MASTER KEY LOCK BOX IN ACCORDANCE TO CITY REGULATION FOR APPROVAL BY LOCAL FIRE DEPARTMENT. 10.4 CONTRACTOR TO PROVIDE SUITE NUMBERS AT EXTERIOR ENTRIES AS REQUIRED BY CITY REGULATIONS AND APPROVED BY LOCAL FIRE DEPARTMENT AND LANDLORD. CONTRACTOR TO COORDINATE SIGNAGE TYPE AND LOCATION WITH ARCHITECT. MECHANICAL: 15.1 HVAC: REFERENCE MECH. DOCUMENTS FOR INFORMATION AND LAYOUT. PROPERLY BALANCE SYSTEM & PROVIDE REPORT TO TENANT. 15.2 PROVIDE MATERIAL & INSTALLATION ALLOWANCE FOR TWO (2) CLASS C FIRE EXTINGUISHERS AS REQUIRED TO MEET LOCAL FIRE OFFICIALS REQUEST AND TO MEET NFPA. CONTRACTOR TO COORDINATE WITH FIRE MARSHALL TO DETERMINE EXACTU QUANTITY & LOCATION OF ALL EXTINGUISHERS. ABC, RATING: 10 BC 15 LBS. 15.3 PLUMBING: FIXTURES LOCATED ON ARCHITECTURAL SHEETS FOR GENERAL REFERENCE ONLY. REFER TO PLUMBING SHEETS FOR ROUGH -IN DETAILS. 15.4 FIRE PROTECTION: GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE, EXTEND, OR REVISE ALARM SYSTEMS AS REQUIRED TO COMPLY WITH APPLICABLE CODES. COORDINATE WORK WITH OWNER'S REPRESENTATIVES WHERE MODIFYING OR TYING INTO EXISTING SYSTEMS. GENERAL CONTRACTOR SHALL PREPARE REQUIRED DRAWINGS AND OBTAIN BUILDING PERMITS FOR ALARM SYSTEM WORK. ELECTRICAL: 16.1 ELECTRICAL, DATA, AND COMMUNICATIONS OUTLETS ARE PROVIDED FOR REFERENCE ONLY. REFERENCE ELEC. DOCUMENTS FOR ADDITIONAL ELECTRICAL INFORMATION ON SWITCHING, ADDITIONAL OUTLETS, EQUIPMENT ROOM REQUIREMENTS, EIC. NOTE: AlL OUTLETS TO BE MOUNTED ,., MIN. 15" A.F.F. U.N.O. TO CENTERLINE. ALL LIGHT SWITCHES AND THERMOSTATS TO BE MOUNTED 0 48" A.F.F. TO CENTERLINE. SYMBOLS SYMBOL O I' UTILIZED A ON ALL PLAN SHEETS DEFINITION IS DRAWN IS DRAWN IS DRAWN REMOVED REMOVED PARTITION SHEET A-4.7 SOUND BATT VARIES) FOR LOCATION) FOR LOCATION) SHOWN) SYMBOL SYMBOL SYMBOL SYMBOL SYMBOL ®F COLUMN LINE DESIGNATION SECTION MARKS SECTION IDENTIFICATION ° SHEET WHERE SECTION ELEVATION MARKS ELEVATION IDENTIFICATION SHEET WHERE ® ELEVATION DETAIL MARKS DETAIL IDENTIFICATION SHEET WHERE DETAIL ® RMNAME ROOM NAME NUMBER ROOM NAME RMNO ROOM NUMBER EXISTING DOOR NEW DOOR EXISTING DOOR TO BE ii-- e# EXISTING WALLS -_ _- - - -_ - EXISTING WALL TO BE NEW PARTITIONSREF PARTITIONS(REF NEW PARTITIONS W/R-11 --•--••••••••••• COOLER/FREEZER WALL / 7 z z z / z / i HT PARTITION (HEIGHT CHAIR RAIL (REF. PLAN i1 NEW STOREFRONT (REF.PLAN U TYPICAL DIMENSION - (CLEAR INTERIOR DIMENSIONS ,r XXXX SIGNAGE IDENTIFICATION XX EQUIPMENT IDENTIFICATION C XXXX STEEL IDENTIFICATION XXXX WOOD IDENTIFICATION ( XXXX ) FURNITURE IDENTIFICATION ® DOOR NUMBER SYMBOL ( A > WINDOW NUMBER SYMBOL bi/,.. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2017 • City of Tukwila BUILDING DIVISION xx WALL PARTITION TYPE KEYNOTE SYMBOL } f ® EC7'WO CITY OWILA MAY 0 5 2017 FEf��fl1i CENTERF.E.C. BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 ti co ti N M CO LL DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: G -SL ABBREVIATIONS GENERAL NOTES, SYMBOLS BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Q� Hr J D My Q QQj CO v darn a W -D Q ` Z e` V °° N N N N MZ —Z w � 1- "Co -0 Owl �L12coocoo 0Li UYc�00_LL DP3 ARCHITECTS GISTERE RCHIT ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: C -ADA ACCESSIBILITY GUIDELINES NOTE: 30 1 30 BOTH HIGH AND REQUIRED, NO ACCESSIBLE; OTHERS STANDARD HEIGHT WITH DIFFICULTY FOUNTAINS ARE FOUNTAIN IS APPROVED. 17-19 LOW FEWER STOOPING. REQ. FOUNTAINS ARE THAN 50% WHEELCHAIR ARE TO BE LOCATED AT CONVENIENT TO THOSE/ HIGH -LOW WHEN ONLY ONE 48 t I /II I I '� �� r 11��1' I �1�> / .y:.A /1'1_1\ ' \ I \ �• ' 9 j 1/4" (6.5MM) MAX r� 11� ill --I I'� Epal� r}}}6U/A174 li I .��� II • / PACE 10 7 7 10 24 7 7 24 DIMENSIONS WHEELCHAIR OF ADULT EYE -SIZED DIMENSIONS LEVEL OF ADULT WHEELCHAIR -SIZED MIN } MIN MIN 1 130 EQUIPMENT PERMITTED IN SHADED AREA 17-19 130 NOT TO EXCEED FOUNTAIN i r -I �- DEPTH p p 2 , ca 1r//� _ �.�� -_- — z 1 z I r� ai (654TO013/MM)J �� co MAX. ���/ /_ " Z o0 t4.) 4LIJ1 m 1 CANE TECHNIQUE CANE TECHNIQUE 2 0, • .i O 8 MIN 6 MAX 1 r 24 M wHANDLE —i ----2—..-_-.-.L. . SPOUT HE CLEARANCE GHT AND KNEE I I CLEAR FLOOR SPACE FREE-STANDINGco FOUNTAIN COOLER W/ PROTRUDING OBJECTS RAILS OR BUILT-IN FOUNTAIN COOLER OR f1 sEnr a M I _ -=—~ 11—/--I�; - - ,L1i— "A I 1/2 MAX. dao /(GJ �.r� 42 6 CHANGES IN LEVEL \ DIMENSIONS WHEELCHAIR OF ADULT -SIZED DIMENSIONS OF ADULT WHEELCHAIR -SIZED " ACCESSIBLE ROUTE th DRINKING FOUNTAINS 1111. SCALE: NTS 11111. SCALE: NTS NOTE: X = 36" MIN. IF Y = 60" PULL SIDE PULL SIDE 24 MIN 29 MIN z 1 1 I ► I � � == ■111 o I —I I —I ' 1 I - I _, L — r -----I PULL SIDE I 48 t t r 30 X I Z I 18 M I Z N ro I i - - --� I 0 I CLEAR v Z m CLEAR FLOOR SPACE PARALLEL APPROACH FORWARD 48" APPROACH - z 1 I o •„ :: •: I I r. r4 ®EXTERIOR DOOR t°rI I �.-! T.0 .VAT•RY rnI IIIII I14p"o_, X48 ____ I�I I MAX 130 I z 130"X48" I HINGE SIDE APPROACH - SWINGING DOORSWINGING NOTE: Y = 48" MIN. IF DOOR HAS CLOSER X X FRONT APPROACH - LATCH SIDE SWINGING DOOR NOTE: X = 12" MIN. NOTE: IF DOOR HAS BOTH A CLOSER AND LATCH APPROACH Y = IF CLOSER 24 DOOR 48" MIN. DOOR HAS BOTH A AND LATCH MIN A 1 CLEAR 1 2 z T n �� I FLOOR I it rn 11' �'�1► �_ I CLEAR L SPACE F- p J N .J r' c l rn `t g FLOOR \ — — z o 8 MIN KNEE 6 MAX LSPACE J TOE } ELEVATIONS 4:1 m PLANCLEARANCE \CLEARANCE z_ _, �� I I g 17 MIN, 19 MAX PLAN m i•If) �.�f, URINAL CLEARANCES ELEVATIONS LAVATORY CLEARANCES _. .- -• o '' J N, _ • 48 12 L_ ADDITIONAL CLEARANCE MANEUVERING FOR ALCOVE CLEAR IN _ FLOOR SPACE ALCOVE 30 r URINALS / LAVATORIES & MIRRORS ,14 SCALE: NTS � 0 SCALE: NTS 36 MIN 1 36 MIN 6 MAX PUSH SIDE I PUSH SIDE 1 PUSH SIDE r I a i I- I} °°- I I I - a I '-� I I I l a 'I N I� 1 1 I co I I N I 36 MIN 6 MAX 12 MIN 12 MIN I'— I a. li Ii M LATCH SWINGING SIDE APPROACH FRONT DOOR SWINGING APPROACH DOOR - SWINGING 24 MIN SIDE APPROACH - DOOR 54 MIN I I .li _-_- — g to 30" 6 Il. M 12 MIN36 ADDITIONAL CLEARANCE MIN i TT 12 MANEUVERING FOR MIN TT ALCOVE CLEAR FLOOR IN ALCOVE SPACE I o \ "' w Mt BACK WALL OF STANDARD STALL \ BACK WALL GRAB BARS AT WATER CLOSETS 12 MAX 42 MIN 39-41 t t 54 MIN 39-41 11=� i- TOILET PAPER 78 MIN ro �— z I I■..�■) I I I'�'�'I / r -1 12 42 MIN ? :- rn Z I I Z �F `r I- - --- I I K] `t - - - a TOILET \ PAPER SIDE WALL OF STANDARD STALL z � c 1I FRONT APPROACH - SLIDING OR FOLDING DOORS 48 MIN -c LATCH SIDE APPROACH SLIDING OR FOLDING DOORS _ 48 MIN SLIDE SLIDING SIDE APPROACH - OR FOLDING DOORS l', '3) z co - ---� --- "o SIDE GRAB BARS 36 MIN WALL AT WATER CLOSETS 3'-O" I N I T -SHAPED 180° 32 SPACE TURNS MIN FOR SPACE NEEDED FOR U-TURN WHEELCHAIR TURNING CITY SPACE RECEIVED OF TUKWILA MAY 0 5 2017 1 / N — r��, Ori, PERMIT CENTER COUNTERTOP ti -,rte ,r 3'-1 ESPRESSO / 2'- 10" SERVICE , /{. , a --CABINET — - - — II • j I il' `VIII I• .p i• =_�` � � Ll I z o EMPLOYEE CUSTOMER / .� h • \ \ \ • � , ._.moo \ 41 CLEAR tO SIDE S L__ TWO HINGED C----2-1.__� DOORS �`t IN SERIES TWO HINGED 1 �`^ - DOORS IN SERIES �I 11 Ii li T Y \ \ \ � FLOORS sPACE' I I I ;,• JI WED FOR _ II 36 MIN ri - - 60 MIN - - 43 wx,' MIN r 1:),, P OMP'LIANCE ROVED 2017 �° 56 MIN W/ WALL MOUNTED W.C. r 59 MIN W/ FLR. MOUNTED W.C. STANDARD STALL (END OF ROW) TT T MINIMUM FOR SINGLE 1 TT CLEAR WHEELCHAIR WIDTH MINIMUM O CLEAR WIDTH TWO WHEELCHAIRS MINIMUM FOR ONE CN W 'EL C, V - h"- • Tukwila DIVISION DOORS X16 TOILET STALLS TYP SECTION @ COUNTER �$ SPACE ALLOWANCES 24 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Q� Hr J D My Q QQj CO v darn a W -D Q ` Z e` V °° N N N N MZ —Z w � 1- "Co -0 Owl �L12coocoo 0Li UYc�00_LL DP3 ARCHITECTS GISTERE RCHIT ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: C -ADA ACCESSIBILITY GUIDELINES GENERAL NOTES: KEYED NOTES: INDICATED BY SYMBOL A. REFERENCE THE FOLLOWING SHEERS: G -SL GENERAL CONDITIONS & PLAN SYMBOLS AND G -ADA ACCESSIBILITY GUIDELINES. GENERAL CONTRACTOR TO FOLLOW AND MAINTAIN CONDITIONS NOTED THROUGHOUT THE DEMOLITION PHASE. B. REFER TO MEP FOR RELATED DEMOLITION INFORMATION. COORDINATE AS REQUIRED. C. ALL EXISTING FLOOR TILE TO REMAIN UNLESS NOTED OTHERWISE. D. GENERAL CONTRACTOR TO PROVIDE LEVELING COMPOUND AT ALL DEMO'D FLOORING TO PROVIDE SMOOTH SURFACE FOR NEW FLOORING. E. GENERAL CONTRACTOR TO REMOVE EXISTING VINYL WALL COVERING IN DINING ROOM. F. SIGN VENDOR TO REMOVE ALL SIGNAGE/ARTWORK. GC TO PATCH/REPAIR WALL LIKE NEW. G. COORDINATE WITH ELECTRICAL REMOVAL OF ALL DOWNLIGHTS AND RELATED ELECTRICAL WIRING. ALL TRACK LIGHTING TO BE REMOVED. ALL EXISTING LIGHTING TO BE CONVERTED TO LED. J. G.C. TO FIELD VERIFY EXISTING CONDITIONS. REPORT ANY DISCREPANCIES TO ARCHITECT/TENANT'S CONSTRUCTION PROJECT MANAGER BEFORE DEMOLITION BEGINS. K. ALL DEBRIS TO BE REMOVED FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE ORDINANCES & THE REQUIREMENTS OF THE LANDLORD. L. G.C. TO NOTE ALL UTILITIES THAT WILL BE AFFECTED BY CONSTRUCTION & INCLUDE IN BID THE NECESSARY CHARGES & FEES INCURRED FROM UTILITY COMPANY(S) FOR SAID WORK. M. ANY HAZARDOUS MATERIAL FOUND SHALL BE REPORTED TO THE LANDLORD & ARE TO BE REMOVED BY THE OWNER BEFORE CONSTRUCTION BEGINS. N. DEMOLITION SHALL NOT INTERFERE WITH ADJACENT PROPERTY OWNERS DAILY OPERATION OR DAILY OPERATION OF BUILDING. P. ALL EXISTING VINYL WALL COVERING SHALL BE REMOVED. PATCH/REPAIR WALLS AS REQUIRED TO RECEIVE NEW WALL FINISH. REFER TO A-2.3. H. G.C. TO REMOVE ANY/ALL 1-1/2" HIGH CHAIRRAIL. LOWER CHAIR RAIL (5") TO REMAIN UNLESS OTHERWISE NOTED. SAND/PREP FOR NEW FINISH. I. G.C. TO COORDINATE ALL DEMOLITION WORK WITH TENANT & LANDLORD G.C. SHALL REMOVE EXISTING DISPLAY CASE. PROVIDE NEW 6" WOOD BASE WITH TILE FINISH FOR NEW DROP-IN COOLER. REFER TO EQ -2.1. G.G. SHALL REMOVE ALL EXISTING PANERA SIGNAGE/ARTWORK AND PATCH/REPAIR WALL AS REQUIRED.. G.C. SHALL REMOVE ALL EXISTING CARPET TILE. PREPARE SLAB FOR NEW CARPET AS REQUIRED. G.C. SHALL REMOVE EXISTING CERAMIC TILE AT ON WALL AS SHOWN AND PATCH/REPLACE EXISTING SUBSTRATE AS REQUIRED FOR NEW TILE FINISH. REFER TO A-2.3. G.C. SHALL REMOVE EXISTING CERAMIC TILE AT HOT AND COLD BEVERAGE STATIONS AND PATCH/REPLACE EXISTING SUBSTRATE AS REQUIRED FOR NEW TILE FINISH. REFER TO A-2.3. G.C. SHALL COVER EXISTING CERAMIC TILE AT FIREPLACE WITH FIBER CEMENT BOARD PANELS. REFER TO A-2.3. G.C. SHALL REMOVE EXISTING LAVATORY AND ASSOCIATED PLUMBING FIXTURES. PATCH/REPLACE EXISTING SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW VANITY AND DROP-IN SINK. G.C. SHALL REMOVE ALL EXISTING CHAIRS, TABLES, BOOTHS AND SOFT SEATING AS SHOWN ON THE PLANS - TYP. G.C. SHALL REMOVE EXISTING MENU BOARDS AND MOUNTING RAILS. PATCH/REPLACE EXISTING SUBSTRATE AS REQUIRED AND INSTALL NEW MENU BOARD SOFFIT WITH PLYWOOD BACKING AS REQUIRED. REFER TO A-3.1. G.C. SHALL REMOVE PORTION OF EXISTING CONSOLIDATION WALL AND PATCH/REPAIR/REPLACE FLOOR TILE AS REQUIRED. G.C. SHALL REMOVE ALL EXISTING INTERIOR LIGHTING AND REPLACE WITH NEW LED FIXTURES. REFER TO A-3.1 AND ELECTRICAL. EXISTING CEILING GRIDS, SOFFITS, TILES AND DIFFUSERS TO REMAIN - TYP. G.C. SHALL PREP ALL FOH CEILINGS TO BE PAINTED. REFER TO A-3.1. G.C. SHALL REMOVE EXISTING BREAD DISPLAY WALL SHELVES AND RACKSAS INDICATED ON PLAN. PATCH/REPAIR WOOD WALL PANELS AS REQUIRED. G.C. SHALL CUT DOWN EXISTING WHEAT WALL AT THE HOT BEVERAGE STATION TO 5'-0" AFF. INSTALL WOOD CAP ON TOP (PROVIDED BY MILLWORK SUPPLIER). G.C. SHALL REMOVE EXISTING WOOD SHUTTERS AND WOOD WALL CAP AT HOT BEVERAGE STATION AND EXTEND WALL UP TO 5'-0" AFF. INSTALL WOOD CAP ON TOP (PROVIDED BY MILLWORK SUPPLIER). G.C. SHALL REMOVE PORTION OF EXISTING ESPRESSO STATION CASEWORK AND WOOD FIN DIVIDER WALL AS REQUIRED FOR INSTALLATION OF NEW RAPID PICK-UP STATION. REFER TO A-2.1 AND EQ -2.1. PATCH/REPAIR/REPLACE FLOOR TILE AS REQUIRED. KEYPLAN SCALE: NTS //////////////////////////////////////////////////////////////////1////////////////////////////////�/ �. 1 i! iii!Oi!i!i!i!i9:5!:!i!i!ieli!iii!i!i!i!ii!i!iiii!i!i!i!i!i!ii!i!i!i!5S1 qtii5550!%i!i!i2i5!i9:0 55 a•5155P5wx e9; .9.9:i P.39 -KO MM ..• I����d_I1IIIIIIIIIIHIIIIIIIIIIIIIIIIH!) imummimmimmin ' 1 0 :: riiii///iii///iiiiii///iiiiii///ilii/i//iiiiiiiii////ilii///i/iiiiiii///i/iiiiii/i//iiiiiiiiiii/i///iiiii//////iiiiiiiii/i//%/� ` I1111 Rncostmo,♦• � 1 fy..0 0w.:c .ni!.•w_• wlO :t.- �SS•w� ��!iO:A!:!:!:•.� DOW 4.4 I !MI II\II I\II ♦. R �� IIXII ti IIXII R ip_��...•�`II\II \il L� a� r iwnw:a : i'i'i:' NtZt; ;ta;t ` .i JSP. a � f1 :••4.:O%:•:i w„A0.4..4 i 49, • :•:%:':wOJJi; BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2018-00 Z < w 0 O • . U "C Z C.) Cizt 5 Mo 0 0 c CV CO N co co 0 F 864.232.7587 DP3 ARCHITECTS /\ A V / V V6. IIIIIIIIIIIIII� CCD -P HRS AtA R VIEWED FOR CO ' E COMPLIANCE APPROVED AY 18 2017 MAY 05 21111 PERMIT CENTER 24 FLOOR PLAN -DEMOLITION SCALE: 1/4"=1'-0” ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: D-2.0 FLOOR PLAN DEMOLITION BAKERY CAFE: ##2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 0 co rn N UCO 00No N M C N aDco 2 co 0 d F 864.232.7587 DP3 ARCHITECTS REGISTE ARCHITE IREVISION GENERAL NOTES: ] ,. _ A. REFERENCE THE FOLLOWING SHEETS: G -SL GENERAL CONDITIONS & PLAN SYMBOLS AND G -ADA ° d <Jk ACCESSIBILITY GUIDELINES _ e t 1 c, l n oo B. ALL DIMENSIONS NOTED ARE FROM FACE OF DRYWALL TO FACE OF DRYWALL, UNLESS NOTED �� J OTHERWISE. o C. LAP TILE JOINTS AT OUTSIDE CORNERS, TURN CUT TILE EDGE TOWARD GROUT, ALL EXPOSED TILE EDGES TO BE FACTORY FINISHED. 4 1 D. GC SHALL REFINISH/TOUCH-UP ALL BOOTH & BANQUETTE KICKS AND EDGES. \ \ \ aa a E. GC SHALL DEEP CLEAN ALL WALLS, FLOORS, CEILINGS, FURNITURE, EQUIPMENT, FIXTURES, ETC. Q\ \\ INCLUDING VINYL BASE.CC �7 J F. GC SHALL CLEAN EXISTING FIRE PLACE (INCLUDING SCREENS AND GLASS PANELS). I - Z _ SOUTHCE I ( r ✓ I G. GC SHALL REMOVE, CLEAN AND REFINISH EXISTING BATHROOM DOORS WITH A NEW COAT OF C POLYURETHANE. H. GC SHALL PATCH/REPAIR/REPLACE ALL EXISTING SUBSTRATE AND PREPARE WALLS FOR NEW FINISH. REFER TO A-2.3. o = o III0,..,iIII) _ 1111 11111 OsKEYPLASN CALE: NTS 11 KEYED ED NOTES• INDICATED BY SYMBOL WALLS/EQUPMENT/PROTECTION: GC SHALL REMOVE EXISTING SHUTTERS AND WOOD CAP, AND EXTEND LOW WALL UP ® ...................❖...........❖.❖.•..........;.,,...x.:•:•..❖.•....❖.:•::❖•••:•::•::•:::::::::::❖::•.:❖:•:❖:::❖:❖:•:❖:•::::::: """"''"'"• '""""""'"" �•� 0.0 P... ' 0.0 • TO 5'-0" AFF. CAP WALLS AT HOT BEVERAGE STATION WITH NEW WOOD CAP (PROVIDED BY MILLWORK VENDOR). GC SHALL INSTALL CUSTOM MILLWORK (PROVIDED BY MILLWORK VENDOR). REFER g' ..•® TO VENDOR SHOP DRAWINGS FOR ADDITIONAL INFORMATION. • ••<44 OFFICE :: 0.0 '4.' GC SHALL PROVIDE NEW 6" WOOD BASE WITH TILE FINISH AT NEW GRAB -N -GO COOLER. REFER TO EQ -2.1 (FINAL WOOD TRIM/SHROUD TO BE PROVIDED BY VENDOR). • y 107 :•4. GC SHALL INSTALL CUSTOM MILLWORK • ;: "• * • • : :•: WALL (PROVIDED BY MILLWORK VENDOR). REFER TO VENDOR SHOP DRAWINGS FOR ADDITIONAL INFORMATION. :.:4:4: •:•:����•�:•:•:•:.:°:4:°: ♦: •:•:•:•:°:°:�� .:•:+:.):.: :.:.:.:.:.:.:.:���� :.:�:.:.:.):��•��.:•:•:44'" ��:.:.:.:.:.��•: I '� ' .: ® GC SHALL CONSTRUCT NEW MENU BULKHEAD ABOVE, REFER TOA -3.1. UTILITY �000,ac :• :444444444444444444444444.%., .:.:::::•: 112 _ KITCHEN BAKERY 106 103 r--- I 1 _► N -- \ N 1- _� 8A MENS I.' \ -------- - - — — — II — 109 i _ — J -�� II _ L___ --- — BAKERY _ �� SERVICE ® }r �r I I f-" — — SERVICE 102 u u � � 105 .� � - - 1 ii I PAS AGE L__:p 3'-z" 108 o I- o N > ® — CAFE ., _ WOMENS 101 6 110 r � ®, I —I VIF — INN m - . . 11-7 '`�-1 ��1 I — — n— — — —,— n- — TI — — --1 �— ��� p _ __ __ _ — —> t— I1� I1 II 11 — 11 11I 11 11 1 I1 11�— .'1/�., �/ — /I _ , _ 1I I \\\ I1II 1111 r I I I I I i 1 , .. _ / i _u .r 1\ 19 II 1 II 11 I111 1i-11 r // 11 II \\\ I1 — ____4) —J® I 1 I I I I 1 11 I 1 --� 11 I 1 II] O 0 [ `_II `� L— 16A �: 0 /,/ • W W [ — W — _ ® /////// �/ //// rill7i// ///fill///// // 1 C / / DINING ROOM 16B r --_ — VESTIBULE p DINING ROOM 1, _ 111 ` 100 � -CAFE 4. 101\-\\\\\ H1Ho I — r ,_ 1—dill—fir�—,?. 7 ,, 16C irff- 1 1 r_l_rni,. , \Huu1_1H__j_ n\C( }r \II I ?r r I I I I r —, — \ j % ryL----j � �! \\ \ lA - — L_—_ 11 1 LJLJ j 4_ Ir 7 _± i , , , , I —1_ o —T—I- ,r {— —U I \ _J I I— I i7 --1:1 I I REVIEWED FORL I —J i II i I •1I —I — — —I COMPLIANCE — _ CODE APPROVEDI 1 I I I I I I 1 MAY 182017 City of Tukwila BUILDING DIVISION RECEIVED OF TUKWILA I, 1' III CITY illi 11111 lir MAY 0 5 2017 PERMIT CENTER b FLOOR PLAN f/ 0 la= S)NOTED SCALE. 1/4 -1-0 BAKERY CAFE: ##2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 0 co rn N UCO 00No N M C N aDco 2 co 0 d F 864.232.7587 DP3 ARCHITECTS REGISTE ARCHITE ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-2.1 NOTED FLOOR PLAN IREVISION ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-2.1 NOTED FLOOR PLAN BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Z b, 1—J w � •w <C 6 0 cn tJ O YasUoo U • UWm�aSI �ti CN C• � H > N N M ZZwco �v v wOWE co G�GI O iOELu. DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-2.2 FLOOR FINISH PLAN DASH LINE DENOTES GRAB N' GO COOLER UNIT INSTALLED DIRECTLY ON PLYWOOD DECK BY C.C. . INDICATED BYO SYMBOL KEYED NOTES. GENERAL NOTES . MARINE PLYWOOD DECK PROVIDED BY FLOOR FINISH WORK: A. NEWTILES FLOOR TILES ARE TO BE INSTALLED AS INDICATED ON PLAN WITH MILLWORK VENDOR, INSTALLED DIR ON SUB -FLOOR BY G.C. SPECIFIED F.O.H. TILE INSTALLED ON TOP OF DECK 2'_4��� CTLY SCHLOTER-SCHIENE STAINLESS STEEL TRANSITION EDGE STRIP INSTALLED FLUSH W/ TILE. SELECT EDGE STRIP HEIGHT CARPET BASED ON TILE THICKNESS. GROUT INSTALLED PER JOHNSONITE LS40 MANF RECCOMMENDATIONS 12" FLOOR LEVELER FLOOR TILE, REF FLOOR FINISH PLAN ®GC SHALL PROVIDE AND INSTALL FLOOR TILE/BASE TO MATCH ADJACENT AT NEW MILLWORK WALL. PATCH/REPAIR/REPLACE FLOOR TILES AS REQUIRED AFTER INSTALLATION OF MILLWORK. ® GC SHALL PROVIDE AND INSTALL TILE BASE TO MATCH ADJACENT FLOOR AT NEW GRAB -N -GO COOLER BASE. GC TO INSTALL Ti TILE ON STOP OF BASE. REFER TO DETAIL 4/A-2.2. FULL WHEREVER POSSIBLE. SEE FINISH SCHEDULE FOR SPECIFICATIONS. B. ALL FLOOR FINISHES SHALL BE INSTALLED WITH TOP EDGES LEVEL W/ ADJACENT MATERIAL TOP EDGES. CONFIRM TILE THICKNESS AS THESE MAY VARY. CONFIRM THAT NO OVERALL FLOATING OF FLOOR IS REQUIRED. C. COORDINATE FLOORING TRANSITIONS & BASE TILE INSTALLATION W/ MILLWORK SHOP DRAWINGS & FIELD CONDITIONS. • GC SHALL INSTALL NEW CARPET W/ SCHLUTER-SCHIENE SATIN ALUMINUM TRANSITION STRIP @ ALL TILE -CARPET EDGES. INSTALL D. ALL THRESHOLDS SHALL HAVE A MAX HEIGHT OF 1/4" ABOVE EXISTING _ �� �1\1\\11.111.11.1.1\41.\,1„\\12\,,\\:.0.\\\.!1\17} ` CARPET FLUSH W/ TILE. USE JOHNSONITE TILE -TO -CARPET CONCRETE SLAB &/OR INTERIOR FINISHES. '-' '" • '" ` ' "'"'""""' ` '- z TRANSITION TO LEVEL CARPET. REFER TO DETAIL 3/A-2.2. "'' •' ' •.,,� •' ': "• • • GC SHALL PATCH/REPAIR FLOOR TILE E. SEE FINISH SCHEDULE ON SHEET A-4.8 FOR SPECS OF ALL FLOOR COVERINGS. :. 6 AND BASE TO MATCH _ EXISTING AS REQUIRED WHERE MILLWORK WALL WAS REMOVED. •a ° d a ° ' d 67 °' CONCRETE FLOOR SLAB F. TILE TRANSITION BETWEEN ROOMS TO BE CENTERED ON DOOR FRAME. G. SEE PLUMBING DRAWINGS FOR DIMENSIONS & LOCATIONS OF FLOOR DRAINS & FLOOR SINKS. INSTALL TILE BASE ON BOTH SIDES OF DECK. INSTALL TRANSITION STRIP PER MANUFACTURER'S RECOMMENDATIONS. eitSECTION @ GRAB N GO DECK ( TILE/CARPET TRANSITION 11. SCALE: 1-1/2"=9'-0" SCALE: 1'-0"=1'-0" :•::e:e.�:•:::.�❖:❖:❖:❖:❖:• ❖:❖:•:❖:::. e❖:a:❖m...c.::❖:•:• •:::•::e•::. •:•:::::❖:•:e:•.:•::e: ❖:❖:❖:❖:❖:❖:•:❖:❖:❖:•::•:•:•:•:::•: O e. • $r. a: $ l - .% FREEZER T8 COOLER y; T8 •�` ::::::::::::::::::::::::::•::::::::::::::::::::;::•:❖:•:::❖.::::::: ,: ,• . •6.4 O rfl• EX EX OFFICE 0.1 : . 107 s: _ o. :4 T8 Ex .. ;. DOUGH .�• '• COOLER ••• ' X X _ T8 ;6.4 ) EX •e I Z 0. flown oa^ae= � •,:`: ,; 0 W [�/ , 112' '------7 L J T8 EX KITCHEN BAKERY 106 103 --- T8 TS EX ((::"---- T�EX — I I ► 1 II II II I __ MENS _ U - - -U L- JL--_ - 109 _ II --e BAKERY SERVICE EX 102 F= ---m=1 - — -F---- - SERVICE EX I . I I105 �' A-2.2 ji T — r- EX LI PASSAGE 1 `'' t� O '„' 7 ; ■.I, 4 108 _�_-- o 0 0 0 = \ 0 MI 1 '1 CAFE Ex WOMENS a _ Mill__ \ 101 r 1 110 __-- _ _ _ _ I EX I I II II L 17 - A-2.2 ® EX_ ® ® P ITT 7?= 'L�N. _ -\,,, ................. , 1 ,n__ ____:. ..,•r_l_ I , __ , , __:_., . \ .. ,__., , t , _ , --- , ,, a , ,, ,, _ ,, `1 /., �`�. AI .. I LL T - 1 ?r }r I I I I i 11 11 I I 11 II �.�' ® .�....., r.� i , = 17 1 T I I I 1 11 11 11 11 11 1 1 1 11 I I I I I 1 11 A-2.2 �� — —ill1 _ A 2.2 I 11 1 1 1 11 \\ 1I I II Il 11 I I \\ 11► I1lig O .�� L-lj • Numenriiamm W W [ DI ING ROOM I —T ® 1 _� — W — — — ioioiiiii�oiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiWill �i ���r���l iii VESTIBULE VESTIBULE O 'E - �► • r _ 111 I I _ ® 100 5 1_.- 104 lik........ — — T — EX I T I f11111Th I I T - -� T 4> -4 1111111111111111 . Ilkh. II n n n n III - I 'r \ 1 1i -�I I I ® I r I I I I ?r y 1 r — - - II III II-- I �� _ III 1T III — u u—T u TT �!— CA� T ® NM ■ ---J- - - I J�J 101 I, -1 II i , 4-I - I , „ I 1--- I - , L, C5 I� 1 L I _ _ EX 1 1 1 11 1 I— __ - �/ I l —I-- —— -- -I II 1 --II -I - - - - REVIEWED FOR _ h 5 I I _ I 11 it I I I 1 CODE COMPLIANCE 1 1 1 I 1I I 1 I APPROVED , T MAY 18 2017 City of Tukwila DIVISION BUILDING RECEIVED III''' IIII '''hl IIS'' CITY OF—TUKWILA MAY 0 5 2017 PERMIT CENTER FLOOR FINISH PLAN 24 SCALE:'1/4"=1'-0" BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Z b, 1—J w � •w <C 6 0 cn tJ O YasUoo U • UWm�aSI �ti CN C• � H > N N M ZZwco �v v wOWE co G�GI O iOELu. DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-2.2 FLOOR FINISH PLAN BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-2.3 WALL FINISH PLAN I SYMBOL LEGEND: GENERAL NOTES: FINISH TAGS MATCH NUMBER ON MATERIAL & FINISH LEGEND: EXAMPLE: A. IF THERE IS A CONFLICT BETWEEN THE WALL FINISH PLAN AND INTERIOR ELEVATIONS, PLEASE NOTIFY THE CONSTRUCTION PROJECT MANAGER FOR CLARIFICATION. WALL PAINT B. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL WALL FINISH INFORMATION. P70 — CHAIR RAIL (MATCH EXISTING FINISH) /•, 0 �_— C. LAP TILE JOINTS AT OUTSIDE CORNERS, TURN CUT TILE EDGE TOWARD GROUT, ALL EXPOSED TILE EDGES TO BE FACTORY FINISHED. VBI VINLY WALL COVERING BASE LINE OUTLINES ENTIRE WALL AREA TO D, GC SHALL REFINISHITOUCH-UP ALL BOOTH & BANQUETTE KICKS AND EDGES. E. GC SHALL DEEP CLEAN ALL WALLS, FLOORS, CEILINGS, FURNITURE, EQUIPMENT, FIXTURES, ETC. INCLUDING VINYL BASE. WHICH THE TAGS APPLY. ALT IP__ INDICATES ALTERNATE NUMBER WHICH APPLIES TO THE LOCATION INDICATED. F. GC SHALL CLEAN EXISTING FIRE PLACE (INCLUDING SCREENS AND GLASS PANELS). G. GC SHALL REMOVE, CLEAN AND REFINISH EXISTING BATHROOM DOORS WITH A NEW COAT OF POLYURETHANE. ( P82 ) REFERS TO THE HEIGHT ABOVE THE FLOOR WHICH THE TILE 5'-0"AFF STOPS. ( T31B ) --� IF ONLY TILE ON BOTTOM; THIS IS ALSO THE BASE. ( EX CR) EXISTING CHAIR RAIL (NEW CR) NEW CHAIR RAIL (EX TILE) ------- EXISTING TILE (EX STN) ✓- EXISTING STONE 1 "4444444444444444444,:❖ 444;::❖:❖:•:❖:❖:❖:❖:❖:❖:•'• 444:❖::•b:❖ 44444444: . •'•-• ................ •'::.4::4444 44:❖:❖: 0 - :: /\ -, \ is • " ._ '\\ \\ --0_ g \ \ ,' 0. •\ ,- .. I X X •::❖:.X.:•::•::❖:•:❖:::❖:❖:❖:❖:•::::❖:❖:•:❖X::, • :::❖:❖A4.1 I I Ir ............ .:::❖...:.:. ,� ;: " an 1 I 44 •:i A :: Z- iii .� 6000"8E ' ..� :: S: \ UTILITY , . :44444444444 112 J0, ' _ KITCHEN BAKERY 106 103 rr A, i 1 i i _--� i ii 11 I� I I O II+ + II1 1 1111 I I II I J L J L _1, J ISA] —• 11 11 1 1 1 11 __ —� Y l/ _ o — _ r -- '� — J — I I fr �.� , — T l �--4) � --11 MENS r"' �1 1 1 _ _. ' pi11 ( PX3 ) 109 \ r`�, lu SOFFIT LJ IMITinn — — - — III I —L Ia_i—' _--.,.—.—u� 117 — i .—� L� —�"c.u— }.CELL M. 1 P109 — — \: \----J I PX1 ® ---- .---TI----7'T--- `: L_(__ I — _ _ \i — — — 1 _EX CR — PX1 ABOVE, ' \ ,' `. r \ \ BAKERY SERVICE " = EX ., \,.' ,, \' �'" \,' \' PX2 BASE T48 6' AFF SERVICE PX1 ) $ 1 �I EX VB1 I r f 102 T48 BAS • EX T8 BASE ABOVE T8 / (� AK 105 -----JL-, I I BASE _ JL ,1 ` PASMGE i�ED a '' \ .' \ r . IL_— \ CAFE 108 ___1G_ __ —1 ( T8 ) BASE 0 ° °i o _ \ 0 ° \■ 101 I ' ' -- T8 BA E _ -- . \1. ■ ,1 ° _ ®" ��1\\\ I, + EXT14 'ASE I i \ SOFFIT ��} i i ' .n.1 `1=1 WOMENS I u • ® BASE 1101 —1 ( T1 ) BASE � %1 / (Ti BASE 11-7 I u L >� ---- - - /�\ Irs - - --1 lob \ \,) 1 �- PX1 i itt �h 11 II 11 ` 11 11 111 II r48 = n I � ,- EX C• i j.. rl' p . 11 11 11 I I I I II 11 I 1 11 \\ T1 \ BASE, \ i `. `e 1 �r r 1 I 11 II / / px2l ��7 BAS(:1 11 11 __-� I 1 t 1 ; T48 1 11 �- _Hr� �;,,� 11I 111 111 (SOFFIT) -PX3 �i�BeS �� ®BASE II 11 11 11 11 ` 11 11-- 11 11 ������1������ /%/ II II II 1J1� I�-�- 11 -w11 11 I // i -1\-- -�- J\ --W — W— W— ] 00 00 [ VESTIBULE �_— // DINING ROOM 1 — /4/,� //�, z// //// /../.v /�/ ;v.; /,// /27, �/% ��// C / / 100 �' OI� DINING ROOM SLOPED CEILING �• / / GYP BD CLG 111 �'1 p! / PAINT PX2 I , PAINT PX3 _ .rte► 104 << 1— — — PX1 , CR 1 I -t� -VIII-7- PX2 r..1 �— �\�\ I1 ° I� 1 I I 1 'j II 11111 r_l_ I I rni r_l_ r- li BASE T1 r 1 \ _ 11 L— -1 1 � ~—II J I III n n 1_ — SITI—L—tJL_JL1 'EX—_—_�_ � � PX3 E �i • EXVB1 BASE p 1 �-_ - BASE EXVB1 _ J I I I I I • _ h �- 1 II 11 1 tr— �I - - - - Px2 tl - -�O � I I II - I�1 EXVB1 BAiE y - I 11 it II I_--__-i__� _ -- -- -- -- _ FOR f REVIEWED 11 ' 1 I ! CODE COMPLIANCE - - i APPROVED i MAY 18 2011 O ;. City of Tukwila _ O BUILDING DIVISION 1111 III„'..,nlll VII' RECEIVED CITY OF TUKWILA MAY 052011 PERMIT CENTER24 WALL FINISH PLAN 0144 SCALE: 1/4=1-0 BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-2.3 WALL FINISH PLAN RCP LEGEND: KEYED NOTES: INDICATED BY SYMBOL ACT3 - (BACK OF HOUSE) CENTER RECESSED LIGHT FIXTURES WITHIN CEILING TILE HATCH DENOTES DRYWALL CEILING/BULKHEAD DENOTES TRANSITION BETWEEN ACT1 & ACT2 EXISTING ARCHITECTURAL BULKHEAD/SOFFIT TO REMAIN. EXISTING CEILING TILE/GRID TO REMAIN (ACT 1 & 2). PAINT PX3. EXISTING ACCENT CEILING TO REMAIN. PAINT PX2. GC SHALL PATCH/REPAIR/REPLACE GRID AND CEILING TILE WITH NEW GRID/TILES TO MATCH EXISTING AS REQUIRED WHERE MILLWORK WALL WAS REMOVED. NEW BULKHEAD/SOFFIT FOR MENUS. GC TO PROVIDE PLYWOOD BACKING AS REQUIRED. REFER TO A-3.2. LOCATION OF INTERNALLY ILLUMINATED BUILDING SIGNAGE. SEE SIGN VENDOR SHOP DRAWINGS FOR MORE INFO. PATCH/REPAIR GYP. BD. CLG. AS REQ'D FOR REMOVAL OF OLD/INSTALLATION OF NEW FIXTURES AND CEILING WHERE INDICATED. RCP GENERAL NOTES: A. G.C. SHALL CONFIRM ALL CEILING HEIGHTS. COORDINATE W/ EXISTING CONDITIONS. NOTIFY OWNER/ARCHITECT IF SPECIFIED HEIGHTS CANNOT BE ACHIEVED. B. SEE ELECTRICAL DRAWINGS FOR POWER & CIRCUIT. C. TRACK SPECIFICATION AS INDICATED ON FIXTURE SCHEDULE ONE 20 AMP CIRCUIT REQUIRED FOR EACH 20 FT. SECTION OF TRACK. LENGTH OF TRACK AS INDICATED BY (X') ON PLAN. D. ALL FIXTURES TO BE CENTERED IN 2X2 CEILING TILE (U.N.O.). E. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR. J. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE, OF ALL LAMP TYPES. TO BE LEFT AT JOB SITE AT END OF JOB. K. MECHANICAL SYSTEM DIFFUSERS NOT SHOWN ON THIS SHEET & SHALL BE COORDINATED BY G.0 PRIOR TO CONSTRUCTION. SEE SHEET M-2.1 FOR LOCATIONS. L. G.C. TO SUPPLY (1) UNOPENED CASE OF EACH TYPE OF CEILING TILE USED. M. WHERE APPLICABLE, PENDANTS SHALL BE CENTERED OVER TABLES. F. (6) WEEK LEAD TIME ON THE ACOUSTICAL CEILING TILES & CEILING GRID. G. ALL FIXTURES TO BE OBTAINED THROUGH NATIONAL ACCOUNT FROM APPROVED PANERA, LLC VENDOR. H. SEE FINISH SCHEDULE FOR ACOUSTICAL CEILING TILE SPECIFICATIONS (ACT). OFFICE O ..:• X•74.•::❖:e: •.X.X.:e.e:e.e❖:•:❖:•:.:•:❖:❖:•.• ::•:.:❖:::e•:❖:❖:•:•::::• :::❖:❖:::• ::.•:•:.::❖:•:•:❖::•. tee•::::•:❖:❖:•::•:❖ : EXISTING ACT -3 @ 10'-0" AFF 31000 a III e:•- 5.5.5.5••-.-.5 55...•-.-.•.-.-.-.-.-.-.-.•.555.•..-.•.X•-.•....... A 10.4 :e . :S : :•: ..4❖555.5.•. EXISTING BUL '0'-0" A.F. ACT -3 @ 10'-0" AFF KITCHEN 106 @ 10'-0" A.F.F. SERVICE LEDB EXISTING AC' -2 @ 10'- "AFF LEDT6 5__555 0 LED0R 0 O LEDRD1 0 LEDRD1 LEDRD1 aro^ I NI ® 111 liii 111111111111111111.111111111111111111111 111111.1611 \iI 0 LEDRD1 0 LEDRD1 EXISTING ACT -1 @ LEDRD1 GP13 5'. " • • • �_���� I E• • •zi zArir.orziwzAr Arr- AP' Alt 101 (STING 14'-0"A.' TING -1 @ AFF- LEDRD1 EXISTING BULKHEAD @ 10'-0" A.F.F. EXISTING SOFFIT @ 14'-0" A.F.F. REFLECTED CEILING PLAN SCALE: 1/4"=1'--0" 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 182017 City of Tukwila ILDING DIVISION BU RECEIVED CITY OF TUKWILA MAY 052017 PERMIT CENTER BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Q• � J ti▪ r COZ O "•• U v Z o C) co (Ni Yc�o0o Hz 2cn� U -°�° DS H > N Z w 0"- U01NOd 0o cV M N CO co U.. DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-3.1 REFLECTED CEILING PLAN LIGHTING SCHEDULE LAST UPDATE: PU2015-01 CODE FF2A DESCRIPTION FF2B GP12D GP13D GP15I GSI0 LED7 LED8 LEDP LEDRDI LEDRD2 LEDT1 LEDT2 LEDT3 LEDT5 LEDT6 TI -4 T1-6 T1-8 2' WALL WASH 4' WALL WASH GENERAL PENDANT 4 GENERAL PENDANT 3 GENERAL PENDANT 2 GENERAL SCONCE MANUFACTURER DAYBRITE FIXTURE, MCGILL SLEEVE MODEL # VOLTAGE BULB TYPE FIXTURE LOCATION MOUNTING TYPE N117-UNV-1/1-EBI (SLEEVE: 2278) 120 (1) F017830EC0 (22135) BREAD & BAGEL WALL DAYBRITE FIXTURE, MCGILL SLEEVE N132-UNV-1/1-EBI (SLEEVE: 2295) 120 (1) F032830EC0 (21777) BREAD & BAGEL WALL CONTECH LIGHTING CONTECH LIGHTING CONTECH LIGHTING FORECAST RLM71 CYA3-AB RLM71 DRD3-AB RLM73DRB1-AB (1) PHILIPS ENDURA LED 11 WATT A19 LAMP/ E26 BASE DINING ROOM 120 (1) PHILIPS ENDURA LED 11 WATT DINING ROOM A19 LAMP/ E26 BASE 120 (3) PHILIPS ENDURA LED 11 WATT DINING ROOM Al 9 LAMP/ E26 BASE F4330-36 (1) 14W FLUORESCENT CF14EUA19/830 SYLVANIA 130V 10 KITCHEN; 2 X 4 LED TROFFER 2X2 DUALED RESCESSED LED INDIRECT/DIRECT TROFFER PHILIPS 2DLG58L835-4-D 61 WATTS BACK OF HOUSE LED UNDERSHELF PUCK LIGHT 6" LED RECESSED DOWNLIGHT 6" LED RECESSED DOWNLIGHT LED TRACK FIXTURE LED TRACK FIXTURE LED TRACK FIXTURE LED TRACK FIXTURE PHILIPS DAY-BRITE HERA LIGHTING CONTECH LIGHTING CONTECH LIGHTING SOLAIS SOLAIS SOLAIS LIGHTOLIER 2DLG44L835-2-D-UNV-DIM KB12LEDSSNVW RR/CONSOLIDATION RAPID PICK UP SHELF RL30-IC / CTR3001WHT 120 SOLAIS LRP3OLN-40-27K RL30-IC / CTR1912-P 120 SOLAIS LRP30LN-40-27K FRONT OF HOUSE BACK OF HOUSE AND SERVICE AREAS WALL WALL CEILING CEILING CEILING NOTES 9 2' 1 -LAMP FLUORESCENT STRIP WITH SLEEVE WALL RECESSED RECESSED RECESSED IN EACH SHELF; INSTALLED BY MILLWORK VENDOR RECESSED RECESSED XI20-40-15-30K-1050-LOL-WH MENUS XI20-15-15-30K-1050-HIGHCRI-LOL- WH -SN XI20-25-15-30K-1000-LOL-WH 8201WH 120 SOLAIS LRP3OLN-40-27K LED TRACK FIXTURE TRACK TRACK TRACK G.C. TO PROVIDE & INSTALL 2 X WOOD BLOCKING ABOVE CEILING GRID. ANCHOR TO CEILING WITH TIE WIRES & CLOSED HOOK EYES G.C. TO PROVIDE/INSTALL THRU EYE BOLT; SECURE TO BLOCKING. LIGHTOLIER LIGHTOLIER LIGHTOLIER LIGHTOLIER 8201WH I 6190WH BAKERY DISPLAY CASE BAKERY BREAD WALL, HOT & COLD BEV CONSOLIDATION, ARTWORK CONSOLIDATION, ARTWORK TRACK TRACK TRACK TRACK 9104WH 9106WH 9108WH G.C. TO INSTALL CRIMP HARDWARE WITH CRIMPING TOOL. LI EXISTING ACT AND GRID, SEE REFLECTED CEILING PLAN FOR HEIGHT G.C. TO PASS CABLE THRU YOKE EYE AND CRIMP AT EACH CONNECTION TOP & BOTTOM (4 TOTAL). AIRCRAFT CABLE AND CRIMP HARDWARE PROVIDED BY MILLWORK VENDOR; INSTALLED BY G.C. 0 0 FRONT VIEW - N.T.S. ENTIRE STRUCTURE SHOWN PROVIDED BY STEEL FABRICATOR MOUNT BOTTOM OF SIGN 7'-6" AFF. n 0 0 APPLIES TO THE FOLLOWING SIGNS: ST850 & ST851 PICK-UP SIGN MOUNTING DETAIL SCALE: 3"=V-0" CONTINUE METAL STUDS TO STRUCTURE ABOVE EXTEND WALL FINISH MIN 6" ABOVE CEILING EXISTING CEILING TILE MENU PANEL GWB HEADER BY GC. PAINT PER FINISH PLAN. PROVIDE PLYWOOD BACKING BETWEEN STUDS AS REQUIRED FOR INSTALLING MENU BRACKETS. 3-5/8" METAL STUD FRAMING ® 16" O.C. EXISTING WALL BEYOND 0 0 0 DOWNLIGHT SECTION SCALE: 3/4"=1'-0" MENUS SOFFIT CEILING SURFACE MONOPOINT CEILING CEILING CEIILNG CONTINUE METAL STUDS TO STRUCTURE ABOVE EXTEND WALL FINISH MIN 6" ABOVE CEILING 4' 1 -LAMP FLUORESCENT STRIP WITH SLEEVE DARK BURLAP SHADE; OLIVE GREEN FABRIC WRAPPED CORD; ANTIQUE BRASS FITTINGS; SEE ELEVATIONS FOR MOUNTING HEIGHT DARK BURLAP SHADE; OLIVE GREEN FABRIC WRAPPED CORD; ANTIQUE BRASS FITTINGS; SEE ELEVATIONS FOR MOUNTING HEIGHT IVORY BURLAP SHADE; CHOCOLATE FABRIC WRAPPED CORD; ANTIQUE BRASS FITTINGS; SEE ELEVATIONS FOR MOUNTING HEIGHT KATHERINE GLASS, SATIN NICKEL FITTINGS, SEE ELEVATIONS FOR MOUNTING HEIGHT 2 X 4 RECESSED LED TROFFER STAINLESS STEEL TRIM, WARM WHITE -2700K, TRANSFORMER LOCATED ABOVE SHELVING UNIT WHITE BAFFLE, WHITE TRIM; PAR30 LONG NECK FLOOD BEAM 2700K LED LAMP WITH SIVER HOUSING BEVELED WHITE TRIM; FLAT OPAL ALBALITE GLASS LENSE; WET LOCATION LISTED; PAR30 LONG NECK FLOOD BEAM 2700K LED LAMP WITH SIVER HOUSING LIGHTOLIER TRACK ADAPTER; WHITE HOUSING; 40 DEGREE BEAM ANGLE, 3000K LIGHTOLIER TRACK ADAPTER; WHITE HOUSING; 15 DEGREE BEAM ANGLE, 3000K; SNOOT ACCESSORY LIGHTOLIER TRACK ADAPTER; WHITE HOUSING; 25 DEGREE BEAM ANGLE, 3000K WHITE HOUSING; PAR30 LONG NECK WIDE BEAM 2700K LED LAMP WHITE HOUSING; PAR30 LONG NECK WIDE BEAM 2700K LED LAMP 4' SINGLE CIRCUIT RADIUS TRACK- WHITE 6' SINGLE CIRCUIT RADIUS TRACK- WHITE 8' SINGLE CIRCUIT RADIUS TRACK- WHITE LIGHT FIXTURE, SEE LIGHTING PLAN FOR SPECIFICATION. GWB HEADER BY GC. PAINT PER FINISH PLAN. PROVIDE PLYWOOD BACKING BETWEEN STUDS AS REQUIRED FOR INSTALLING MENU BRACKETS. MARKETING PANEL WOOD FIN WALL PLAM BACK PANEL, INSTALL MARKETING RAILS AT TOP AND BOTTOM OF SOFFIT, 2" CLEAR FROM BOTTOM EDGE AND SIDES. STAINLESS STEEL CORNER GUARD RECEIVED CITY OF TUKWILA MAYO �1 PERMIT CENTER SCALE: 3/4"=1'-0" BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Q H J —J w D CO 0 U. L Q w4 0 0 O 0 w Z w Z 2 8 -' N COO 2 ") 03 0 0 0 c) ti co Ln N- C) co 0 w DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-3.2 LIGHTING SCHEDULE, CEILING DETAILS { PX3 ) CEILING BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 / ( PX3 CEILING 7-( P109 ) ( PX3 ) CEILING ( P109 } riniumfif .M 11111/11111111/1:11111=111Wpin dij imirr WA. ig EX T14 ( EX T14 ) (EX T7 ) PASSAGE ELEVATIONS • MEN'S 109 SCALE: 1/4"=1'--0" ELEVATION @ SERVICE 105 SCALE: 1/4"=1'-0" P109 ) FRAME ( PX3 ) CEILING ' P109 } ( PX3 CEILING ( PX3 ) CEILING 1 I I 1 I I I I I 1 I' I 1111111 1111111 11111111 11111 1 i1 11 iI i1-ii ,i �� 7-=-1J1 Z U) O U v Z lqW Q z 0 0 a� TO a0) (NI a00 Z 2 U) al oi . N w cc r— 1_309 Y O d ti co N N M co co w DP3 ARCHITECTS WOMENS (EXT14) ( EX T7 ) 0‘\\ -_Nor • mi ■ Ni ..I r i (EXT14) ( EX T7 ) ELEVATIONS (c . WOMEN'S 110 SCALE: 1/4"=1-0" )ELEVATION COLD BEVERAGE SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ENLARGED RESTROOM PLAN SCALE: 1/2"=1'--0" RESTROOM ACCESSORY SCHEDULE DESCRIPTION P2 2 STAINLESS STEEL DROP-IN SINK SOLID SURFACE VANITY (BLACK) MODEL# LAST UPDATE: PU2015-01 MOUNTING HEIGHTS TBD (SUPPLIED BY OWNER) CUSTOM 34" AFF TO TOP OF COUNTER; MIN. 29" CLEAR BELOW SINK 34" TO TOP OF VANITY OPEN BEYOND OPEN BEYOND ANGLE II L_J PX2 ) EX VB1 ) ELEVATION @ RPU/ORDERING/CAFE 101 SCALE: 1/4"=1'-0" REVIEWED FOR CODE COMPLIANCE / APPROVED OPEN BEYOND 'lAY 18 2017 '--( PX2 ) (EX VB1 ) ( PX1 ) EX CI -TI PX2 ( EX VB1 ( PX2 ( EXVB1 ELEVATION (a7 DINING ROOM 111 SCALE: 1/4"=V-0" ELEVATIONS • DINING ROOM 111 SCALE: 1/4"=1'-0" EX O (EXVB1 Ity of Tukwila B IWING DIVISION +ECEIVED CIT` OFI TUKWILA MAY 052017 PERMIT CENTER ELEVATIONS PASSAGE 108 SCALE: 1/4"=1'-0" REVISION ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-4.1 ENLARGED RESTROOM PLAN & INTERIOR ELEVATIONS / Y ---)k // ,___/15 N I --j/r -• ___- REVIEWED FOR CODE COMPLIANCE / APPROVED OPEN BEYOND 'lAY 18 2017 '--( PX2 ) (EX VB1 ) ( PX1 ) EX CI -TI PX2 ( EX VB1 ( PX2 ( EXVB1 ELEVATION (a7 DINING ROOM 111 SCALE: 1/4"=V-0" ELEVATIONS • DINING ROOM 111 SCALE: 1/4"=1'-0" EX O (EXVB1 Ity of Tukwila B IWING DIVISION +ECEIVED CIT` OFI TUKWILA MAY 052017 PERMIT CENTER ELEVATIONS PASSAGE 108 SCALE: 1/4"=1'-0" REVISION ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-4.1 ENLARGED RESTROOM PLAN & INTERIOR ELEVATIONS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-4.1 ENLARGED RESTROOM PLAN & INTERIOR ELEVATIONS BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Q r� r Hz °u)�� 0 LLI ca F --Z cMi,N Z w v v O w 2 c0 0C°o C.) 0 a. u. DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-4.2 INTERIOR ELEVATIONS ( PX1 ( PX1// / /// // ( PX1 ) // // // o lk.v. 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EX CR EXT3 ANGLE44 ( EXVB1) ( PX2 ) (EXVB1) ELEVATION @CAFE 101ell �14 ELEVATION @ SERVICE 105/ BAKERY SERVICE 102 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ILJL J GC TO EXTEND WALL UP TO 5'-0" AFF OPEN BEYOND GC TO EXTEND WALL UP TO 5'-0" AFF WD CAP WD CAPF r-1;ri 1;rF-f -i I 1,1 I„I I,I I T48 r=1 r=-7 I 1 I, I 1 11 1 I, I 1 �ir=1 Liu i 1 X11 ___--_�___� ( PX1 ) PX2 `s;ra� ,� e iL.1 id JL J- ,---Li-1- I I L JL J. 11 N II o ( PX2 u u II II !1 t1 11 -Ir', _ t Y _ A _ 'I irjl 11----{--� 1 1 1 1” - o o e 1 , A I) EX CR r-rn 0 q I [x a W _ =a W fi====1a EX CR - ,®, 1 1 = 1 II `, �_ PX2 C:'*'C II 1 1 II 1 11I PX2 I I i � 1 n EX CR C 11 II II EX VB1 (EXVB1) - ` :',1 �1 1 1 1 I 11 t . IT ELEVATION @DINING 104 WD501 EX T1 PX2 ELEVATION @ HOT BEVERAGE ( EX VB1 ELEVATION @CAFE 101 ELEVATION (c� DINING 104 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 09 SCALE: 1/4"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 182017 City of Tukwila BUILDING DIVI ISKOi RECEIVED CITY OF TUKWILA MAY 05 2017 • PERMIT CENTER b(., BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Q r� r Hz °u)�� 0 LLI ca F --Z cMi,N Z w v v O w 2 c0 0C°o C.) 0 a. u. DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-4.2 INTERIOR ELEVATIONS MATERIAL & FINISH LEGEND - FINISH NOTES: VENDOR CONTACTS NUMBER I DESCRIPTION I LOCATION CEILING ACT1 USG FROST #414; SIZE: 2' x 2' x 3/4"; EDGE: SLB; GRID: DX; GRID & TILE COLOR: MANILA #246 (PREFINISHED) DINING & CIRCULATION AREAS ACT2 USG GYPSUM SHEETROCK BRAND LAY -IN PANEL CLIMAPLUS, 2'x2' VINYL, FINE TEXTURED, PATTERN #3260 WHITE SQUARE EDGE W/ USG-DONN DX GRID SYSTEM; GRID COLOR: WHITE. SERVICE UNE ACT3 USG GYPSUM SHEETROCK BRAND LAY -IN PANEL CLIMAPLUS 2'x4' VINYL, FINE TEXTURED, W/ ALUMINUM CAP GRID #3270 COLOR: WHITE KITCHEN PAINT P1 BENJAMIN MOORE #2152-70 MAYONNAISE P23 BENJAMIN MOORE #HC -16 LMNGSTON GOLD P82 BENJAMIN MOORE #AF165 KONA P92 BENJAMIN MOORE #2143-20 AWGATOR GREEN P95 BENJAMIN MOORE #HC -33 MONTGOMERY WHITE P98 BENJAMIN MOORE #998 CABOT TRAIL P99 BENJAMIN MOORE #HC -85 FAIRVIEW TAUPE P100 BENJAMIN MOORE #OC -100 PALACE WHITE P103 BENJAMIN MOORE #HC -39 PUTNAM IVORY P105 BENJAMIN MOORE #HC -162 BREWSILR GRAY P106 BENJAMIN MOORE #1511 BED OF FERNS P108 BENJAMIN MOORE #1101 FENNEL SEED P109 BENJAMIN MOORE #HC -111 NANTUCKET GRAY BATHROOMS ABOVE TILE P110 BENJAMIN MOORE #985 INDIAN RIVER P111 BENJAMIN MOORE #HC -161 TEMPLETON GRAY P112 BENJAMIN MOORE #861 SHALE PX1 BENJAMIN MOORE #900 FLORIDA BEACHES INTERIOR WALLS PX2 BENJAMIN MOORE #AFF -155 WEIMERANER BELOW CHAIRRAIL, ACCENT PX3 BENJAMIN MOORE #OC -130 CLOUD WHITE CEIUNGS, SOFFITS PAINT VERSITRIM FASCIA. MATCH BENJAMIN MOORE PAINT AT WALL BELOW, POST COATED, KYNAR 500 OR EQUAL PAINT. INTERIOR PAINT: USE NOTES FRESH START PRIMER 02300 (WARM). EXTERIOR EIFS: TOP COAT TO MATCH INDENTIFIED BENJAMIN MOORE PAINT COLOR. WALLS, BULKHEAD, VEST. CLG WOOD WD2 I WHITE OAK TABLE TOPS WD4 PLAIN SLICE WALNUT CLEAR FINISH MILLWORK & CHAIR RAILS BASE, BUMPERS, AND FRP BMP1 1" BUMPER: BOSTON BUMPER TFC1000-012 W/ BA1000 ALUM BASE, ER1000-012 END CAPS, CN1000-012 90' CORNER, CX1000-12 45' CORNER. BAKERY/KITCHEN FRP1 FIBERGLASS REINFORCED PANELS -CRANE COMP: GLASBORD-PIF (PCI CANADA), #85 WHITE, CLASS C FIRE RATED,0.09" THICK TEXTURE: PEBBLED EMBOSSED BACK OF HOUSE FIBERGLASS REINFORCED PANELS -CRANE COMPOSITES: GLASBORD-PIF (USE PCI IN CANADA), #70 BEIGE, CLASS C FIRE FRP2 RATED, THICKNESS 0.09" W/ DMSION BAR (DB) & INSIDE CORNER (IC) TO MATCH, TEXTURE: PEBBLED EMBOSSED FRONT OF HOUSE/EXPOSED BAKERY WALLS VB1 ALLSTATE RUBBER BASE: 0.80" THICK 6" BASE, COLOR: #8 BLACK DINING & SMART ROOMS, CAFE CARPET C5 MANNINGTON COMMERCIAL STYLE: MAGNITUDE COLOR: BLACK PEARL, SIZE: 24x24 TILE, INSTALLATION: BRICK ASHLAR DINING AREAS TILE T1 CROSSVILE PANERA TERRACOTTA SPB-1, COLOR: TERRACOTTA (RED), SIZE:12"X12", 6"X12", REF A-2.2, A-2.3 & A-4 SERIES FOR PATTERNS EX. FOH FLOOR TILE T3 CROSSVILLE PANERA LIMESTONE SPB-3, COLOR: LIMESTONE, SIZE: 6"x 12", 12"x12" EX. BAKERY WALLS T6 CROSSVILLE WATER CRYSTAL MOSAIC, COLOR: SUNSPRAY CLEAR, SIZE: 1x1 3" BAND AT TOP OF TILE WAINSCOT EX. REST ROOM ACCENT 17 CROSSVILLE COLOR BLOX, COLOR: SANDBOX #A1101, SIZE: 3x3 (BULLNOSE TOP EDGE 3x3 WHERE REQUIRED) EX. REST ROOM WALLS T8 DALTILE QUARRY TILE, COLOR: RED BLAZE, SIZE: 6"X6" SMOOTH W/ PRECISION ENDS & COVE BASE EX. BACK OF HOUSE FLOOR T13 DALTILE PERMABRITE MOSAIC, COLOR: GLOSS COTTO #6449 2"X2" EX. HOT/COLD BEVERAGE T14 CROSSVILLE COLOR BLOX COVE BASE, COLOR: SANDBOX #A1101, SIZE: 6x12 EX. RESTROOM BASE 1. CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS IN KITCHEN, BAKERY (1 1/2" X 1 1/2" STAINLESS STEEL) AND DINING ROOM (CLEAR). SUPPLIED AND INSTALLED BY G.C. - SEE SHEET A-2.1 FOR LOCATIONS. 2. NOT ALL FINISHES IN SCHEDULE OF FINISHES ARE NECESSARILY INCLUDED IN THIS SCOPE OF WORK. SEE ROOM FINISH SCHEDULE & SHEETS A2.3, A-4 SERIES FOR LOCATIONS. 3. G.C. TO LEAVE ON SITE, UPON COMPLETION OF JOB, (1) BOX EACH OF ALL WALL, FLOOR, CARPET TILE & CEIUNG TILE USED - REFER TO VENDOR UST. 4. ALL FLOORING SHALL BE IN ACCORDANCE WITH CALIFORNIA ACCESSIBILITY CODE. 5. CLEAR VINYL CORNER GUARD NOTES: A. SIZE: %"A" TO 8'-0"AFF. B. TRIM CORNER GUARD AT CHAIR RAIL. D. CORNER GUARDS ARE TO BE MECHANICALLY FASTENED W/ ZINC -PLATED #4 ROUND HEAD SCREW 0 18"OC STAGGERED (3 MIN PER SIDE ABOVE THE CHAIR RAIL AND TWO BELOW) 6. PRIMARY SURFACES WITHIN FOOD PRODUCTION AREA SHALL MEET 70% LIGHT REFLECTIVE VALUE OR GREATER 7. PAINT FINISHES: INTERIOR PAINT TO BE BENJAMIN MOORE, REGAL SELECT. CEILINGS AND SOFFITS ARE TO BE FLAT, WALLS IN DINING AND GENERAL AREAS TO BE LOW LUSTER (EGGSHELL), WALLS IN KITCHEN AND BATHROOM, IF PAINT FINISH, TO BE SEMI GLOSS, FRONT OF HOUSE DOOR FRAMES TO BE SEMI GLOSS AND MATCH THE ADJACENT WALL SURFACE AT FOH. 8. EXTERIOR EIFS PAINT TO BE BENJAMIN MOORE, REGAL SELECT, EXTERIOR LOW LUSTER. EXTERIOR SEALANT TO MATCH ADJACENT EIFS COLOR OR BUILDING MATERIAL, TYP. 9. ROLLER SHADES: MANUFACTURER — DRAPER, OPERATING MECHANISM MANUAL FLEX SHADE W/ STAINLESS STEEL BEAD CHAIN CLUTCH OPERATOR & WEIGHTED BAR 0 BOTTOM, FABRIC — SHEER WEAVE SERIES 4100 "GREYSTONE" BY PHIFER 0 CLEAR ANODIZED ALUMINUM STOREFRONT & SHEER WEAVE SERIES 3000 "CHOCOLATE" BY PHIFER 0 BRONZE ALUMINUM STOREFRONT. SET UPPER AND LOWER TRAVEL OMITS BY INSTAWNG STOP BALLS TO BEAD CHAIN (CRIMP CLOSED USING PLIERS), PER MANUFACTURER'S RECOMMENDATIONS. USE STOP BALLS PROVIDED IN HARDWARE PACKET BY DRAPER, DO NOT SUBSTITUTE HARDWARE BY OTHERS AS THIS MAY INTERFERE WITH CLUTCH MECHANISM. MOUNT HOLDER CUP FOR CHAIN ON MULLION AT 54" AFF, TYP. NOTES CONTAINING AN "X" REFER TO TEST ITEMS AND ARE NOT STANDARD. USG (ACT) PAULETTE WINDHAM MARK BATES 1800-621-9622 X 4347 HILSON INC. (ROLLER BUNDS) MARSHA JONES 314-773-8883 SMART STEP FLOORING (CARPET TILE) BRUCE BEANS 508-528-0886 BRUCEOSMARTSTEPFLOORINGINC.COM CROSSVILLE (FLOOR & WALL TILE) TONI HALE (PRIMARY) 931-484-2110 EXT. 2997 THALEOCROSSVI LLEI NC.COM TRANSCERAMICA TILE MARIA CONNOR (MAIN CONTACT): MCONNOR TRANSCERAMICA.COM 630-875-1823 (BACKUP CONTACT) NOREEN SCHERTLER 312-342-4689 DALTILE — NATIONAL ACCOUNT 877.408-1952 NATIONAL.A000UNTS DALTILE.COM JERRY JOYCE (MAIN CONTATCT) 608-831-5962 OFFICE 214-693-7146 MOBILE J ERRY.JOYCEODALTI LE.COM METROPOLITAN QUARRY BASICS (QUARRY TILE) DIANNE YOUNG DYOUNGOIRONROCK.COM 877-358-1970 WWW. M ETROCERAM ICS. COM FILZFELT (FELT WALL/CLG. MATERIAL) 800-482-7777 MDC (WALL COVERING) CATHY BUGAREWICZ 1-800-621-4006 X 8384 DESIGNTEX (WALL COVERING) WENDY CONVERY WCONVERYCDESIGNTEX.COM 720-284-6005 ARC—COM (WALL COVERING) CUSTOMER SERVICE 845-365-1100 COLOUR & DESIGN (WALL COVERING) 501-378-0039 BENJAMIN MOORE—NATIONAL ACCOUNT PANERA ACCT. # — NA229 CUSTOMER CARE: 877-623-8484 OPTION 3 FOR MORE INFO THE OLD WOOD CO. DARREN GREEN 866-967-9663 SUPPORT®THEOLDWOODCO.COM MAXXIT SYSTEMS (HEMLOCK PANEL) PETE WERLE 905.206.9349 X223 630.352.7063 (CELL) PETECMAXXITSYSTEMS.COM BRICKFORM PRODUCTS (STAINED CONCRETE) 1-800-483-9628 EARTHSTONE RECYCLED GRANITE PAVERS SANDY BRADY 336-215-1599 SANDYSPETPRODUCTCYAHOO.COM CHASE WORKROOM DOOR (ALT. SPEC) ANN SPRANDEL 800-543-4455 EXT. 2925 BOSTON RETAIL (BOSTON BUMPER GUARDS) JAN DANSREAU 781.395.7417 EXT.231 SCA PAPER TOWEL DISPENSER BRYAN YOUNG SCA, NATIONAL ACCT. MANAGER 303-470-8394 BRYAN.YOUNGOSCA.COM ROOF MEMBRANE SYSTEM DURO—LAST ROOFING, INC. BELYNDA (LINDY) BEUTHIN LBEUTHINODURO—LAST.COM 800-248-0280 X1071 FAX: 800-432-9331 WATER HEATER DISTRIBUTORS AO SMITH (HOT WATER HEATER) JEFF GERSTAL 412-471-6984 STANDARD ELECTRIC SUPPLY CO. (LIGHTING FIXTURES) 978-661-1854 PANERA®STAN DARDELECTRIC.COM CITY LIGHTING (LIGHTING FIXTURES) MIKE CANTY 314-534-1090 T48 TRANSCERAMICA, TILE, COLOR: FRENCH CLAY CAFE SIZE: 4"X12" CERAMIC TILE, WALL TILE ONLY HOT&COLD BEV./SERVICE SOLID SURFACING SS21 AVONITE SOUD SURFACE, COLOR: NOUGAT, #K3-8500 BEVERAGE/TRASH & BUSSING SS22 DUPONT ZODIAK QUARTZ SURFACE, COLOR: LONDON SKY, 2cm THICKNESS BAKERY/BEV/TRASH & BUSS SSX TEST SURFACE, NOT ESTABUSHED GROUT 01 MAPEI SANDED GROUT COLOR: 39 IVORY, ALTERNATE: LATICRETE SANDED GROUT COLOR: 39 MUSHROOM T43 SERIES, T45, T49 T6, T14, T31 SERIES, G2 MAPEI SANDED GROUT COLOR: 42 MOCHA, ALTERNATE: LATICRETE SANDED GROUT COLOR: 43 CHOCOLATE TRUFFLE T5, T32, T42 G11 MAPEI SANDED GROUT COLOR: 05 CHAMOIS, ALTERNATE: LATICRETE SANDED GROUT COLOR: 30 SAND BEIGE T30, T46 G12 MAPEI SANDED GROUT COLOR: 01 ALABASTER, ALTERNATE: LATICRETE SANDED GROUT COLOR: 90 LIGHT PEWTER T47 G14 MAPEI SANDED GROUT COLOR: 47 CHARCOAL ALTERNATE: LATICRETE SANDED GROUT COLOR: 45 RAVEN T41, T47, T48, T52 G15 MAPEI SANDED GROUT COLOR: 42 MOCHA T8 & T13 G16 MAPEI SANDED GROUT COLOR: 37 TERRA COTTA T1, T2 & T5 MISCELLANEOUS CBX DECORATIVE CEMENT BOARD PANELS - TBD FIREPLACE UPHOLSTERY FA -1 ARCHITEX: FOLIO 'BOOK' FA -2 POLLACK: HELSINKI 'GINGERBREAD' - 2400/04 S10 DESIGNTEX: LUNDINGTON 3285-103 WALNUT REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 05 2011 PERMIT CENTER BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 ivy Quern N YccOO O 0 I. z 2 cn " 0wm °' co I-* m 5N ZZ III d. C OWE co2C UNOn. F 864 232.7587 DP3 ARCHITECTS IREVISION I ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-4.8 DETAILS, LEGENDS AND NOTES ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: A-4.8 DETAILS, LEGENDS AND NOTES SIGNAGE, ARTWORK & GRAPHIC NOTES: ARTWORK & SIGNAGE SCHEDULE LAST UPDATE: PU2015-01 1. ALL SIGNS WILL BE PROVIDED BY OWNER TO G.C. FOR INSTALLATION. 2. VENDOR TO VERIFY ALL QUANTITIES AND CURRENT GRAPHIC DESIGNS WITH OWNER PRIOR TO FABRICATING. DESCRIPTION MOUNTING INSTRUCTIONS DETAIUREF BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 WINDOW SIGN 29"W x 29"H x 4.875"D CENTER IN GLAZING SECTION OAK & ALUM. FRAME; LED ILLUM. DP3 ARCHITECTS •..o•.o..• .❖.••oo•. o•..o•.❖.••❖...•M••••.•..o•.❖.s...,❖••••M.o.•.s•••. •❖.•.•.....•.• o•.• .00•......• .•. M••.❖••..o•••. •••••W ❖ lll irnwiiim iooa"68 11 _J I _ IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII rrrniii s FRIBJ aI o n LJ r/////////2/ 2/2// ////' / /1 /1 /1 // /1 /1 // /1 // MAY 18 2017 RECEIVED fl CIN OF TUKWILA MAY 0 5 2017 PERMIT-CENTER- 0 ERAIIIT GEdTEa— SIGNAGE PLAN SCALE: 1/4" = 1'--0" ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: SG -2.1 SIGNAGE PLAN n 1 r/////////2/ 2/2// ////' / /1 /1 /1 // /1 /1 // /1 // MAY 18 2017 RECEIVED fl CIN OF TUKWILA MAY 0 5 2017 PERMIT-CENTER- 0 ERAIIIT GEdTEa— SIGNAGE PLAN SCALE: 1/4" = 1'--0" ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: SG -2.1 SIGNAGE PLAN KEYED NOTES: NEW MILLWORK PROVIDED BY FURNITURE VENDOR - INSTALLED BY GC. NEW SHUTTERING MENU SYSTEM - GC SHALL PROVIDE PLYWOOD BACKING IN WALL/SOFFIT AS REQUIRED. GC SHALL RELOCATE EXISTING SLICERS/COOLER AS SHOWN ON PLAN. REFER TO 12/A-3.2 FOR HANGING DETAILS. O r //////7/ //' ///ilii//i///iii//iii//ilii/ii/ii//i///iii/ilii//ilii///i/iiiiiii///i//ii/iiiii///i/iiiiiiii/ /� :' �• • / 0 0 0 JLJ 51000°8e Pz- I I I I I I I I i i J 11- I I I I II I L J L J I I N 1 • WD815A 1 1/ rrrr1-I ii N,NE T2424 WD323 WD321X n II (ST850 �n� ' -^ -1 ( B48 ) ( B48 ) ( B48 ) FA I o o ,"if ---724T'., pd1 T' 8 ird C II Ii 0 l� O 1 • WD815A 1 1/ rrrr1-I ii N,NE T2424 WD323 WD321X n II (ST850 TB2448 TB2448 TB2448 O C=] •0 •• •••• CS] 000. •••• //// //// //// /%i/ //// /% / / / / // //l/ CX WC II 111 • • • • • • • // // // // T242 i0-- 11 I III_ I 1 T2424 L COUCH T2424 ( T2424 44. fora effam • I- 1®1 1®t `_ T30'��� 1'®"®, —�---►—T242 (AICX) 2424 ) I I V / V/ • V/////////// CUSTOM FINISH PACKAGE: FURNITURE: UPHOLSTERY: REFER TO PLAN TAGS CD BOOTH TYPE: SHELBY - WD2 COMMUNITY TABLE: TABLE TOPS: TABLE BASE TYPE: CHAIR TYPE: STOOL HEIGHT CHAIR: CAL 133: IS THIS REQUIRED?: MILLWORK: BAKERY FRONT PANELS: BREAD/BAGEL WALL: CHAIR RAIL/CAP: RPU UNIT FINISH: P2.0 WALL FINISH DESIGN NOTES: ALL SEATS: WALNUT W/LIVE EDGE WD2 REUSE EXISTING HAIRPIN WALNUT 10 HAIRPIN WALNUT WD2 WD2 WD2 WD2 WD2 S10 ALL SEAT BACKS: SEE PLAN EQUIPMENT PLAN LEGEND: SG-IDEN LEI (ST-IDEN) WD-IDEN REL (FURN-ID) (FURN-ID )-.. ROOM NUMBER SYMBOL SIGNAGE IDENTIFICATION SYMBOL EQUIPMENT IDENTIFICATION SYMBOL EQUIPMENT IDENTIFICATION SYMBOL (EXISTING) STEEL IDENTIFICATION SYMBOL WOOD IDENTIFICATION SYMBOL RELOCATION INDICATION, ADDED TO SYMBOLS FURNITURE IDENTIFICATION SYMBOL FURNITURE IDENTIFICATION SYMBOL (EXISTING) DOOR NUMBER SYMBOL FABRIC NUMBER SYMBOL FUTURE EQUIPMENT TAG O REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 05 2017 EQUIPMENT PLAN SCALE: 1/4"=1'-0" p« PERMIT CENTER BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Q b a) N YccoUo 1-z2cn, O • n • _' M H > N zw (v O W7accoo O N 0 a. co N M N Lt. DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: EQ -2 .1 EQUIPMENT PLAN -1 ( B48 ) ( B48 ) ( B48 ) FA o o ,"if ---724T'., pd1 T' 8 ird ,T 4 4�, II Ii TB2448 TB2448 TB2448 O C=] •0 •• •••• CS] 000. •••• //// //// //// /%i/ //// /% / / / / // //l/ CX WC II 111 • • • • • • • // // // // T242 i0-- 11 I III_ I 1 T2424 L COUCH T2424 ( T2424 44. fora effam • I- 1®1 1®t `_ T30'��� 1'®"®, —�---►—T242 (AICX) 2424 ) I I V / V/ • V/////////// CUSTOM FINISH PACKAGE: FURNITURE: UPHOLSTERY: REFER TO PLAN TAGS CD BOOTH TYPE: SHELBY - WD2 COMMUNITY TABLE: TABLE TOPS: TABLE BASE TYPE: CHAIR TYPE: STOOL HEIGHT CHAIR: CAL 133: IS THIS REQUIRED?: MILLWORK: BAKERY FRONT PANELS: BREAD/BAGEL WALL: CHAIR RAIL/CAP: RPU UNIT FINISH: P2.0 WALL FINISH DESIGN NOTES: ALL SEATS: WALNUT W/LIVE EDGE WD2 REUSE EXISTING HAIRPIN WALNUT 10 HAIRPIN WALNUT WD2 WD2 WD2 WD2 WD2 S10 ALL SEAT BACKS: SEE PLAN EQUIPMENT PLAN LEGEND: SG-IDEN LEI (ST-IDEN) WD-IDEN REL (FURN-ID) (FURN-ID )-.. ROOM NUMBER SYMBOL SIGNAGE IDENTIFICATION SYMBOL EQUIPMENT IDENTIFICATION SYMBOL EQUIPMENT IDENTIFICATION SYMBOL (EXISTING) STEEL IDENTIFICATION SYMBOL WOOD IDENTIFICATION SYMBOL RELOCATION INDICATION, ADDED TO SYMBOLS FURNITURE IDENTIFICATION SYMBOL FURNITURE IDENTIFICATION SYMBOL (EXISTING) DOOR NUMBER SYMBOL FABRIC NUMBER SYMBOL FUTURE EQUIPMENT TAG O REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 05 2017 EQUIPMENT PLAN SCALE: 1/4"=1'-0" p« PERMIT CENTER BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Q b a) N YccoUo 1-z2cn, O • n • _' M H > N zw (v O W7accoo O N 0 a. co N M N Lt. DP3 ARCHITECTS ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: EQ -2 .1 EQUIPMENT PLAN EQUIPMENT SCHEDULE LAST UPDATE: PU2015-01 FURNITURE SCHEDULE LAST UPDATE: PU2015-01 WOOD/STEEL SCHEDULE LAST UPDATE: PU2015-01 CODE QTY DESCRIPTION MANUFACTURER MODEL # DIMENSIONS SUPPLIED INSTALLED NOTES CODE QTY DESCRIPTION MANUFACTURER SPEC FINISH FABRIC METAL LAMINATE ITEM TYPE CODE QTY DESCRIPTION LOCATION 010A 1 BREAD WALL SHELF INSERTS EAGLE YPB-0046-00 Qty: (2)11"x 29", (1) 11" x 49", (2)19" x 29", (2) 19" x 49" E.S. G.C. ? 548 ? 9 ? 645 ? ? B30 2 BOOTH 30" FDS PER PLAN SEAT & BACK FABRIC PER PLAN N/A N/A ST ST844F_4x6 1 SHUTTERING MENU SYSTEM (4/6 CONFIGURATION) BAKERY / REGISTERS 097X 1 GRAB -N -GO COOLER NORLAKE NLHOAM36 35-1/2"W x 34"D x 46"H E.S. G.C. B48 14 BOOTH 48" FDS PER PLAN SEAT & BACK FABRIC PER PLAN N/A N/A ST ST850 1 RAPID PICK UP SIGN SUSPENDED FROM CEILING AT RPU SHELF ? 504 ? ? ? 9 ? B48 1 WAIT BENCH FDS TBD TBD N/A N/A WD WD321X 1 CUSTOM RAPID PICK UP UNIT BARISTA STATION KD15 1 KDS ORDER STATUS MONITOR NEC EA273WM-BK 24.9" x 14.6" x 2.5" OWNER OWNER C PORT. ORIENT. B72 1 BOOTH 72" FDS PER PLAN SEAT & BACK FABRIC PER PLAN N/A N/A WD WD322 1 ORDER STATUS MONITOR BOX (RECESSED) CONSOLIDATOR AREA SHC 8 STOOL HEIGHT CHAIR FDS PER PLAN PER PLAN N/A N/A WD WD323 1 NAPKIN PICK-UP BOX (RECESSED) CONSOLIDATOR AREA SHT2424 5 24" STOOL HEIGHT SQUARE TABLE FDS PER PLAN N/A PER PLAN PER PLAN WD WD815A LH 1 BREAD & BAGEL WALL WITH WALNUT FINS BAKERY BACK WALL T2424 9 24" SQUARE TABLE FDS PER PLAN N/A PER PLAN PER PLAN T2448 4 24 X 48 TABLE - REQUIRES TWO T BASES FDS PER PLAN N/A PER PLAN PER PLAN T3OR 5 30" ROUND TABLE FDS PER PLAN N/A PER PLAN PER PLAN TB2448 4 24 X 48 BOOTH TABLE FDS PER PLAN N/A PER PLAN PER PLAN WCX 50 DINING CHAIR FDS PER PLAN PER PLAN N/A N/A BAKERY CAFE EQUIPMENT SCHEDULE NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 182017 City KEYED NOTES: A. EQUIPMENT TO HAVE 4" CASTERS W/ 2 LOCKING B. EQUIPMENT TO HAVE (2) 5M & (2) 5MB CASTERS C. WALL MOUNTED D. FURNISH W/ RAILS (4) SIDES E. EQUIPMENT TO HAVE 6" CASTERS W/ 2 LOCKING F. NOT USED G. FURNISH W/ SIDE SPLASHES H. SINK IS FURNISHED W/ FAUCET. J. NOT USED K. PLASTIC LAMINATE DESK TOP CLEATED TO WALLS. INSTALL (2) 2"0 GROMMIT HOLES FOR ELEC WIRES. L CUT OUT FOR DROP-IN SINK M. FURNISHED W/ STAND N. NOT USED 0. EQUIPMENT TO HAVE 3" CASTERS P. FURNISH W/RICULITE CUTTING BOARD Q. EQUIPMENT TO BE SECURED TO WALL R. SINGLE SHELF SUPPORTS W/ SINGLE DIRECT WALL MTS S. 25' DRAFT INDUCER W/ MOTOR T. 100' DRAFT INDUCER W/ MOTOR U. EQUIPMENT TO BE BOLTED TO FLOOR. GENERAL NOTES: A. ONLY ITEMS WITH QUANTITY NUMBERS LISTED ARE INCLUDED IN THIS SCOPE OF WORK. B. STAINLESS STEEL WORK TABLES WITH DROP-IN SINKS ARE TO BE INSTALLED BY THE GC. ESPRESSO SINK INSTALLED BY CASEWORK VENDOR. C. G.C. TO COORDINATE THE DELIVERY & INSTALLATION OF ALL EQUIPMENT TO BE SUPPLIED AND/OR INSTALLED BY OTHERS. REFER TO SPEC - SECTION 01010 & 01640 FOR NOTES ON SCOPE OF WORK & ITEMS NOT IN CONTRACT. ABBREVIATIONS: B BOWL C.S D E.S. EP. F.S G.C. H. SH. S.W. S.S. W Z CAEWORK SUPPLIER DEPTH EQUIPMENT SUPPLIER EPDXY FINISH FURNITURE SUPPLIER GENERAL CONTRACTOR HEIGHT SHELF SMALL WARES STAINLESS STEEL WIDTH ZINC COATED RECEIVED CITY OF TUKWILA MAY 05 2017 PERMIT CENTER BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 co ti M N LL DP3 ARCHITECTS 10371 EGIST ARCHIT BENJ STAT ISSUE DATE: 04.13.17 PROJECT NUMBER: 16217 DRAWN BY:KMW SHEET NO: EQ -4.1 EQUIPMENT, WOOD/STEEL, & FURNITURE SCHEDULE PLUMBING SPECIFICATIONS: 1. FERAL 1.1 ALL PLUMBING WORK INCLUDING INSTALLATION, EQUIPMENT, FIXTURES AND PIPING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH LOCAL CODE AND ADOPTED ORDINANCES, AND REGULATIONS SET FORTH BY THE AHJ (AUTHORITY HAVING JURISDICTION). 1.2 ROUTING OF ALL SANITARY PLUMBING, DOMESTIC WATER PIPING AND GAS PIPING SHOWN ON THE PLANS IS SHOWN WITH THE INTENTION OF INDICATING THE APPROXIMATE LOCATION OF EXISTING CONDITIONS, AND NEW ITEMS, PLUMBING CONTRACTORS SHALL VISIT THE JOB SITE CONDITIONS PRIOR TO SUBMITTING BIDS OR STARING WORK. THIS CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH THE WORK OF ALL OTHER TRADES TO AVOID INTERFERENCE. CONTRACTORS MAD DEVIATE FROM THE LOCATION OF PIPING SHOWN IF INSTALLATION COMPLIES WITH LOCAL CODES AND INDUSTRY PRACTICES, AND IF THE AHJ AND OWNER'S REPRESENTATIVE APPROVE. ITEMS NOT SHOWN ON THE PLANS OR SHOWN IN CONFLICT WITH ANY CODE, REGULATION OR EXISTING CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR INSTAWNG ALL WORK IN ACCORDANCE WITH LOCAL CODES. 1.3 PRIOR TO SUBMISSION OF THE CONTRACTORS COST ESTIMATE FOR WORK INCLUDED UNDER THIS PROJECT, THE CONTRACTOR SHALL VISIT THE JOB SITE TO EXAMINE ALL EXISTING CONDITIONS RELATED TO HIS WORK, AND UPON FINAL EXAMINATION OF SUCH SHALL SUBMIT A FINAL PROPOSAL AS EVIDENCE THAT THIS CONTRACTOR HAS VISITED SAID SITE AND VERIFIED ALL EXISTING AND PROJECT CONDITIONS. CLAIMS OF ADDITIONAL WORK OR ADD-ONS DUE TO NON -VERIFICATION OF EXISTING CONDITIONS WILL NOT BE CONSIDERED BY THE OWNER. ALL ADDITIONAL WORK WHICH IS NOT CLEARLY APPROVED PRIOR TO PERFORMANCE OF SUCH WORK WILL BE CHARGED TO THE CONTRACTOR, AND IF NOT SETTLED WILL BE HELD FROM HIS FINAL PAYMENT. 2. MATERIALS: 2.1 DOMESTIC WATER PIPING: WATER PIPING SHALL BE TYPE -L COPPER WITH WROUGHT FITTINGS. LEAD-FREE SOLDER OR SILVER SOLDER SHALL BE USED AT ALL POINTS OF CONNECTION. HANGERS SHALL BE EQUAL TO CLEVIS TYPE HANGERS AND SHALL BE USED ON ALL PIPING AT INTERVALS AS REQUIRED BY CODE. THE CONTRACTOR SHALL ALLOW ADDITIONAL CLEARANCE FOR EXPANSION AND CONTRACTION FOR INSULATED AND NON -INSULATED PIPING. AT THE CONTRACTOR'S OPTION CROSS LINKED POLYETHYLENE (PEX) PIPING MAY BE UTILIZED WHERE ALLOWED BY THE AUTHORITY HAVING JURISDICTION. ALL COMPONENTS OF THE POTABLE WATER SYSTEM SHALL COMPLY WITH THE LEAD FREE REQUIREMENTS AS NOTED IN SECTION 1417 OF THE SAFE DRINKING WATER ACT. 2.2 DRAIN, WASTE AND VENT PIPING: DRAIN, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 PVC OR SERVICE WEIGHT CAST IRON, AS REQUIRED BY CODE. PVC SHALL NOT BE USED IN RETURN AIR PLENUMS WHERE PROHIBITED BY CODE. WHERE FLOOR OR HUB DRAINS ARE SHOWN AS CAST IRON, THE CONTRACTOR SHALL PROVIDE A SUITABLE COUPLING WHICH IS APPROVED BY CODE. ALL CAST IRON SOIL PIPE/FITTINGS BELOW OR ABOVE GROUND SHALL BEAR THE COLLECTIVE TRADEMARK OF CISPI AND/OR BE "NSF INTERNATIONAL". ALL STANDARD COUPLINGS SHALL BE IN COMPUANCE TO CISPI 310 (LATEST EDITION), BEARING THE MARK OF NSF INTERNATIONAL. OR AT THE CONTRACTOR'S OPTION AND WHERE ALLOWED BY CODE AND THE LOCAL AUTHORIY HAVING JURISDICTION SCHEDULE 40 PVC-DWV MAY BE USED. CONDENSATE DRAIN LINES FOR COOLERS AND FREEZER SHALL BE COPPER. 3. VALVES: SHUT OFF VALVES SHALL BE EITHER GATE -TYPE OR BALL VALVES BY "CRANE", "STOCKHAM" OR "POWELL" MIXING VALVES SHALL BE BY "LAWLER" OR APPROVED EQUAL. BACKWATER VALVES SHALL BE BY "ZURN" OR APPROVED EQUAL. ALL VALVES SHALL MEET THE LEAD FREE REQUIREMENTS AS NOTED IN SECTION 1417 OF THE SAFE DRINKING WATER ACT. 4. PLUMBING SPECIALTIES: 4.1 AIR CHAMBERS: SHALL BE CONSTRUCTED OF (LEAD FREE) TYPE -L COPPER, AIR CHAMBERS SHALL BE ON SIZE LARGER THAN THE SUPPLY PIPING, AND SHALL BE 18 INCHES LONG, PROPERLY CAPPED AND SUPPORTED. FACTORY MANUFACTURED ITEMS CAN BE SUBSTITUTED AT THE CONTRACTORS OPTION BY "NIBCO", "WADE" OR EQUAL. 4.2 CLEAN OUTS: WALL CLEAN OUTS SHALL HAVE STAINLESS STEEL COVERS AS MANUFACTURED BY "WADE" OR APPROVED EQUAL. FLOOR CLEAN OUTS SHALL HAVE SATIN FINISH NICKEL TOP, IN FINISHED AREA, AND SATIN BRONZE CAP IN AREAS WHICH ARE NOT FINISHED. CLEAN OUTS SHALL BE MANUFACTURED BY "WADE" OR APPROVED EQUAL. 4.3 FIXTURES: PLUMBING SHALL BE AS SPECIFIED ON THESE PLANS OR ONTHE ARCHITECTURAL PLANS. ALL FIXTURES SHOULD MEET ADA REQUIREMENTS WHERE APPLICABLE. FIXTURES SHOULD BE OF THE HIGHEST QUAUTY BY "AMERICAN STANDARD", "KOHLER" OR APPROVED EQUAL AND SHALL MEET THE LEAD FREE REQUIREMENTS AS NOTED IN SECTION 1417 OF THE SAFE WATER DRINKING ACT. 5. EXECUTION: 5.1 ALL PLUMBING FIXTURES, EQUIPMENT AND PIPING SHALL BE INSTALLED PER LOCAL CODE AND ESTABLISHED INDUSTRY PRACTICES. LOCATE ALL PIPING, AS SHOWN ON THE PLANS. 5.2 COORDINATE WITH ALL OTHER TRADES TO AVOID INTERFERENCE, AND ADHERE TO ALL SPECIFICATIONS AND MANUFACTURER GUIDELINES. 5.3 RUN ALL DOMESTIC WATER PIPING AS HIGH AS POSSIBLE. INSTALL HANGERS AND STRAPPING, ALLOWING FOR EXPANSION AND CONTRACTION OF PIPING. DO NOT HANG OR SUPPORT OTHER EQUIPMENT OR PIPING FROM WATER ONES. SEPARATE HOT AND COLD WATER ONES A MINIMUM OF SIX (6) INCHES. INSULATE ALL PIPING WITH 1" INSULATION WHICH MEETS OR EXCEEDS 25/50 RATINGS. 5.4 INSTALL SOIL, WASTE AND VENT PIPING WITH A MINIMUM SLOPE OF 1/4" PER FOOT IN THE DIRECTION OF FLOW FOR DRAINS AND AGAINST THE FLOW OF VENT GASSES. NO FIXTURE SHALL HAVE AN S -TRAP OR BE DOUBLE TRAPPED. 5.5 INSULATE ALL DOMESTIC WATER PIPING, HORIZONTAL WASTE PIPING AND STORM DRAINAGE PIPING ABOVE CEILINGS. 6. VALVES: LOCATE VALVES SO AS TO BE ACCESSIBLE AND SO THAT SEPARATE SUPPORT CAN BE PROVIDED WHEN NECESSARY. INSTALL ALL STEMS UPRIGHT. DO NOT INSTALL VALVES OF DISSIMILAR COMPOSITION WITHOUT AN APPROVED DIELECTRIC FITTING. 7. TEST AND STERILIZATION: FLUSH, TEST AND STERILIZE ALL PLUMBING PIPING INCLUDING DRAINS, WASTE VENTS AND WATER PIPING PER LOCAL CODES AND REGULATIONS. PLUMBING DEMOLITION NOTES 1. REMOVE ALL UNUSED, ABOVE FLOOR PIPING AND ACCESSORIES AND HANGERS COMPLETELY TO A POINT JUST BEYOND THE DEMISING PARTITIONS - CAP OFF AS INSTRUCTED BY LANDLORD. 2. REMOVE UNUSED FLOOR DRAINS FROM SLAB AND PLUG WASTE ROUGH -IN AT A POINT BELOW THE SLAB WITH GAS-TIGHT PLUG. BELOW SLAB WASTE PIPING SHALL BE ABANDONED IN PLACE.TAG ALL ABANDONED PIPING PER LANDLORD'S REQUIREMENTS FLOOR PENETRATION SHALL BE PATCHED PER LANDLORD'S REQUIREMENTS AND FINISHED TO RECEIVE NEW FLOOR FINISH 3. REMOVE WASTE ROUGH -IN TO A POINT BELOW THE SLAB AND PLUG WASTE UNE WITH A GAS-TIGHT PLUG. BELOW SLAB WASTE PIPING SHALL BE ABANDONED IN PLACE. TAG ALL ABANDONED PIPING PER LANDLORD'S REQUIREMENTS FLOOR PENETRATION SHALL BE PATCHED PER LANDLORD'S REQUIREMENTS AND FINISHED TO RECEIVE NEW FLOOR FINISH 4. REMOVE ALL UNUSED VENT(S)-THRU-ROOF COMPLETELY AND PATCH PER LANDLORD'S REQUIREMENTS SCHEDULE: ROUGH -IN SYMBOLS NUMERICAL SYMBOL CORRESPONDS TO EQUIPMENT ® IDENTIFICATION NUMBER. SEE EQUIPMENT PLAN, SHEET EQ2.1 AND SCHEDULE SHEET EQ4.1. LAVATORY: 0 - EXISTING 2" WASTE LAVATORY: 0 EXISTING 1/2" CW & HW SUPPLY LAVATORY: 0 - EXISTING 2" WASTE SUPPLY ROUGH -IN - SEE DOMESTIC WATER ROUGH -IN SCHEDULE FOR SIZE & HEIGHT EQUIPMENT CONNECTION - SEE DOMESTIC WATER • ROUGH -IN SCHEDULE FOR SIZE - SEE EQUIPMENT MANUAL FOR FITTING REQUIREMENTS - ASME A112.1.2 FLOOR SINK EXTEND 1" DRAIN FROM CONN. 024" A.F.F. TO INDIRECT CONN. TO EXISTING FLOOR SINK o WASTE CONNECTION - SEE PLAN FOR SIZE & HEIGHT NOTE: REFER TO ARCHITECTURAL FLOOR PLAN FOR ALL INTERIOR PARTITION LOCATIONS * ROUGH -INS ARE BASED ON FIXTURES SHOWN IN SCHEDULE ON SHEET P-2.3. CONTRACTOR TO VERIFY REQUIREMENTS FOR ANY SUBSTITUTION PRIOR TO INSTALLATION. CROSS CONNECTION CONTROL SCHEDULE FIXTURE MAKE MODEL ASSE, ASME OR ANSI STANDARD HAND SINKS AIR GAP - ASME A112.1.2 REUSE ALL EXISTING DRAIN RECEPTACLES, VENT ONES AND WATER LINES WHERE POSSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. WASTE ROUGH -IN SCHEDULE PLAN MARK ITEM NAME ROUGH -IN ROUGH -IN LOCATION REMARKS ® RELOCATED SOUP STATION EXISTING FLOOR SINK 0 FLOOR EXTEND 1" DRAIN FROM CONN. 024" A.F.F. TO INDIRECT CONN. TO EXISTING FLOOR SINK GENERAL NOTES 1. ALL PLUMBING WORK SHALL BE PERFORMED IN FULL COMPUANCE WITH THE LOCAL PLUMBING CODE, HEALTH REGULATIONS, AND LOCAL ORDINANCES. 2. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL PERMIT FEES, UTILITY TAP FEES, AND INSPECTION FEES AS REQUIRED. 3. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF HIS FLOOR DRAINS, FLOOR SINKS AND CONNECTION POINTS WITH THE GENERAL CONTRACTOR. THE PLUMBING CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. 4. ALL PLUMBING PIPING SHALL BE ROUTED UNDER THE FLOOR, ABOVE THE CEILING, OR LOCATED WITHIN WALLS OR PLUMBING CHASES. EXPOSE PIPING ONLY WHERE NECESSARY TO CONNECT TO EQUIPMENT. 5. PROVIDE CHROME FINISHED P -TRAPS FOR ALL SINKS WHERE TRAPS WILL BE VISIBLE TO THE PUBLIC. 6. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL STOP VALVES AT FINISHED WALL SURFACE. 7. SEE ARCHITECTURAL PLANS FOR FINAL EQUIPMENT LOCATIONS. COORDINATE WITH EQUIPMENT SUPPLIER AND THE GENERAL CONTRACTOR FOR FINAL WALL LOCATIONS. 8. PROVIDE WATER CONNECTIONS AS REQUIRED, ANGLE STOP AND ESCUTCHEON PLATE FOR ALL FINAL WATER CONNECTIONS. 9. FURNISH BURST PROOF BRAIDED FLEXIBLE CONNECTORS FOR FINAL CONNECTIONS TO SINKS AND OTHER EQUIPMENT. 10. FURNISH TUBING AND FITTINGS, AS REQUIRED, FOR ALL FINAL CONNECTIONS. 11. PROVIDE AIR CHAMBER TYPE WATER HAMMER ARRESTORS OR ACCEPTABLE FACTORY MANUFACTURED SUBSTITUTES AT ALL WATER ROUGH -IN LOCATIONS. 12. REFER TO THE GENERAL CONDITIONS ON SHEET G -SL FOR FIRE STOPPING REQUIREMENTS. 13. ALL COMPONENTS OF THE POTABLE WATER SYSTEM SHALL COMPLY WITH THE LEAD FREE REQUIREMENTS AS NOTED IN SECTION 1417 OF THE SAFE DRINKING WATER ACT. ;rx: y,.,ss;.MMI<MMSKIa 7.<:cs »;9vSTr SSZT,ff EXISTING 1/2" CW & HW TO ,EACH LAV J DOMESTIC WATER PLUMBING PLAN SCALE: 1 /4" = 1'-0" F 11 jj-r-- 1.u'° II I I ¢. f1• u iL f1 II II LAV P2 LAV P4 FAUCET P3 (FOR LAV) KOHLER WS BATH COLLECTIONS TOTO LADENA K-2215-0 UNLIMITED 70 TEL105-D1OEM-CP ;rx: y,.,ss;.MMI<MMSKIa 7.<:cs »;9vSTr SSZT,ff EXISTING 1/2" CW & HW TO ,EACH LAV J DOMESTIC WATER PLUMBING PLAN SCALE: 1 /4" = 1'-0" F PLUMBING FIXTURE SCHEDULE 11 jj-r-- 1.u'° - ' f1• u ACCESSORIES NOTES PLUMBING FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL ACCESSORIES NOTES LAV P2 LAV P4 FAUCET P3 (FOR LAV) KOHLER WS BATH COLLECTIONS TOTO LADENA K-2215-0 UNLIMITED 70 TEL105-D1OEM-CP 1-1/4x1-1/2 P -TRAP STOP VALVES 1-1/4x1-1/2 P -TRAP STOP VALVES - - UNDERCOUNTER MOUNTING PER ADA, SEE ARCH PLANS MOUNTING PER ADA, SEE ARCH PLANS ECO POWERED CHROME POLISHED KEYED NOTES: EXTEND DRAIN UNE FROM RELOCATED SOUP STATION (1" PVC) TO EXISTING FLOOR SINK. FIELD VERIFY REQUIREMENTS PRIOR TO COMMENCING WORK. PROVIDE AND INSTALL NEW LAVATORY AND FAUCET AT FORMER LAVATORY LOCATION AS SPECIFIED IN THE PLUMBING FIXTURE SCHEDULE ON THIS SHEET. EXTEND TO MAKE CONNECTION TO EXISTING ROUGH -INS AS REQUIRED. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. ,x. 4 41* XISTING FLOOR SINK SANITARY PLUMBING PLAN SCALE: 1 /4" = 1'-0" KEY PLAN SCALE: 3/32" = 1'-O" tV7 0 ECEIVED OF TUKWIIA MAY 0 5 211 PERMIT ENTER BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 U O zap Q u) Z "0 I -U Ulm` z W W O w O 2 0 rn N 00 ai M C N 0) /2 0^ Q. v .. N. co Ln N N N co LL DP3 ARCHITECTS ISSUE DATE: 10.05.16 PROJECT NUMBER: 16217 DRAWN BY: CLL DM: JF/DS SHEET NO: P-2.3 PLUMIBNG PLANS ////�r�i��irrr��/�/i�/r/rlfi���// I a 1111111: tn • 3 E LIP 1t rp 0 3.3.33.333...3.3.316 rr•• :.: 0.41 11.31 •3•4.0: ii 33 :' i • J X L.. H X fzw { {{ 11 • :uywmYs: aas»xma'2«::.jsrmw,c 13 1' .zw"owrr..wo A NC mm i I I i .a> jti MIL r. i I 1 ti. 3 t % # /a/r/,rte/// // YV/� ////////J V///////// tr- 1-7 ELECTRICAL ROUGH -IN MASTER SCHEDULE (KITCHEN EQUIPMENT) II T ITEM NAME %+II PH A fzw { {{ 11 • :uywmYs: aas»xma'2«::.jsrmw,c 13 1' .zw"owrr..wo A NC mm i I I i .a> jti MIL r. i I 1 ti. 3 t % # /a/r/,rte/// // YV/� ////////J V///////// tr- 1-7 ELECTRICAL ROUGH -IN MASTER SCHEDULE (KITCHEN EQUIPMENT) MARK ITEM NAME V PH A ROUGH -IN DEV. *O CAFE BASED DELIVERY 120 1 20 0 56" AFF` di 41 KDS SALAD MONITOR 120 1 4 0 68" AFF 1, i F KDS SANDWICH STN MONITOR 120 1 4 IN CASEWORK VIF gm 7 KDS MAIN CONSOLIDATOR MONITOR 120 1 4 IN CASEWORK VIF i ) O KDS TO GO CONSOLIDATOR MONITOR 120 1 4 ' IN CASEWORK VIFIv di „• KDS TO GO SANDWICH STN MONITOR 120 1 4 0 68" AFF c'l MKDS MONITOR 120 1 4 IN CASEWORK VIF ,� „3 ESPRESSO STATION KDS MONITOR 120 1 4 IN CASEWORK VIF 1 !!; KDS PANINI MONITOR 120 1 4 0 68" AFF 3, * guts KDS ORDER READY MONITOR 120 1 4 IN CASEWORK VIF di ® CASH REGISTER 120 1 5 0 46" AFF/IN CASEWORK VIF ,, ® ROPE TERMINAL 120 1 1.9 0 46" AFF 9 *O KIOSK POWER 120 1 5 IN CASEWORK 4) ® PRINTER 120 1 2 IN CASEWORK 3, *0 FAX MACHINE 120 1 2.16 0 46" AFF BREAD SLICER 120 1 7 0 24" AFF di ® BREAD SLICER 120 1 7 0 24" AFF 6 ELECTRICAL ROUGH -IN MASTER SCHEDULE (KITCHEN EQUIPMENT) MARK ITEM NAME V PH A ROUGH -IN DEV. ® SANDWICH PREP 72" 120 1 9 0 24" AFF di * OUNDER -COUNTER REFRIGERATOR 120 1 4.6 0 24" AFF/IN CASEWORK VIF di el UNDER -COUNTER REFRIGERATOR 120 1 8.6 0 24" AFF *0 SALAD CRISPER 120 1 1.7 IN CASEWORK di O MICROWAVE 120 1 13 24" AFF di O MICROWAVE 208 1 16.6 IN CASEWORK t ® MICROWAVE 208 1 16.6 IN CASEWORK t ® SOUP STA11ON 208 1 12.5 IN CASEWORK 40 ®Z CONVEYOR TOASTER 120/208 1 15.4 0 24" AFF ob e SALAD PREP (72") 120 1 9 IN CASEWORK di ® BAGEL SLICER 120 1 6.8 0 24" AFF di * O HEATED SHELF 120 1 2.08 0 46" AFF di 40Z1 EGG STA11ON 208 1 12.1 0 24" AFF 4) 62 SANDWICH TOASTER 208 1 26 0 24" AFF t *0 MERCHANDISER CASE 120 1 14.1 VERIFY d REL - CONTRACTOR SHALL EXTEND EXISTING CIRCUITRY TO NEW EQUIPMENT LOCATIONS SHOWN. ELECTRICAL CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXISTING EQUIPMENT PRIOR TO DEMOLITION. * - PROVIDE GFCI PROTECTION EITHER THROUGH RECEPTACLE OR BREAKER IF NOT EXISTING. WP - PROVIDE WATER PROOF COVER X - CARBONATOR PUMP & SODA DISPENSER SHARE SAME RECEPTACLE Z - NEMA L6 -30R RECEPTACLE Z1 - NEMA L6 -20R RECEPTACLE Z2 - NEMA 6-30R RECEPTACLE CIRCUIT LEGEND ELECTRICAL CONTRACTOR TO SURVEY EXISTING PANELS AND REUSE BREAKERS WHERE POSSIBLE AND PROVIDE AS NECESSARY. K1 (55C/55T) U.C. REFRIGERATORS - 120V 20A BRKR 756 WATTS K2 (75A) CONVEYOR TOASTER - 208V 1PH 30A BRKR 3203 WATTS K3 (30CX3) KIOSK RECEPTACLES - 120V 20A BRKR 540 WATTS K4 (63A) MICROWAVE - 120V 20A BRKR 1560 WATTS K5 (63B) MICROWAVE - 208V 20A BRKR 3453 WATTS K6 (97) MERCHANDISE DISPLAY CASE - 120V 20A BRKR 1692 WATTS IGP1 (KD11/KD15) MONITORS - 120V 20A BRKR 480 WATTS IGP2 (CBD) FUTURE CBD UNIT - 120V 1PH 20A BRKR 480 WATTS ELECTRICAL ROUGH -IN PLAN SCALE. 1/4" = V -O" ELECTRICAL KEYED NOTES: ELECTRICAL CONTRACTOR TO VERIFY EXISTING CIRCUIT, DEVICE, AND CONNECTION SERVING RELOCATED EQUIPMENT PRIOR TO DEMOUIION. CONTRACTOR SHALL THEN EXTEND CONNECTION AS REQUIRED TO NEW LOCATION. VERIFY DATA CONNECTION REQUIREMENTS FOR RELOCATED OR NEW EQUIPMENT IN FIELD WITH PANERA CONSTRUCTION MANAGER PRIOR TO ROUGH -INS. CIRCUIT NEW EQUIPMENT TO EXISTING ISOLATED GROUND PANEL. VERIFY SPARE CIRCUIT AND PANEL BALANCE PRIOR TO COMMENCING WORK. PROVIDE NEW 20 AMP 120V BREAKER AS REQUIRED IN SPACES. RELOCATED TOASTER TO RECEIVE NEW CIRCUIT AS INDICATED. TOASTER FINAL RELOCATION BY OTHERS, PROVIDE POWER AND RECEPTACLE TO MATCH EXISTING LOCATION. PROVIDE NEW 30 AMP 208V 1PH BREAKER IN EXISTING PANEL SPACE AS REQUIRED. CIRCUIT NEW KIOSK TO EXISTING SPARE 20 AMP 120V CIRCUIT. KIOSK LOCATIONS CAN SHARE THE SAME CIRCUIT. KIOSKS TO RECEIVE DEDICATED CIRCUIT, NO OTHER LOADS CAN SHARE THIS CIRCUIT. CONNECT TO DUPLEX LOCATED BELOW KIOSK COUNTERTOP. GENERAL NOTES: O RECEIVED CITY OF TUKWILA MAY 0 5 2017 PERMIT CENTER 1. E.C. SHALL RUN NEUTRAL AND GROUNDING WIRES TO ALL KITCHEN EQUIPMENT. NO SHARED NEUTRALS SHALL BE USED. 2. ALL KITCHEN EQUIPMENT SHALL BE FURNISHED BY OTHERS. ELECTRICAL CONTRACTOR SHALL SET IN PLACE AND MAKE FINAL CONNECTIONS. 3. ALL RECEPTACLES SHALL BE NEMA GROUNDING TYPE. RECEPTACLES IN DINING AREA SHALL HAVE BLACK WIRING DEVICES AND BLACK COVERS. RECMACLES IN KITCHEN AREA SHALL HAVE BLACK WIRING DEVICES AND BRUSHED REVIEWED FOR STAINLESS STEEL COVERS. 4. ALL KITCHEN EQUIPMENT JUNCTION BOXES SHOWN SHALL INCLUDE Fl CONNECTION TO THEIR RESPECTIVE KITCHEN EQUIPMENT. CODE COMPLIANCE SAL APPROVED 6. ALL 120V OUTLETS IN KITCHEN AREA ARE TO BE GFCI PROTECTED, EMAY 182011 5. VERIFY ELECTRICAL REQUIREMENTS, CONNECTIONS, AND EXACT LOCA1'ON OF CONNECTIONS.. COORDINATE WITH EQUIPMENT SUPPLIER/CONTRACTOR. City of Tukwila TJI )SING DIVISION RATED BREAKERS OR DEVICES. 7. FOR ANY CIRCUITS THAT WILL NO LONGER BE USED ELECTRICAL CONTRACTOR SHALL REMOVE ALL WIRING BACK TO PANEL AND RE -LABEL CIRCUIT IN PANEL BREAKER SCHEDULE. b r/7- o iii BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 U I- 0 U 0 O 60 N M N CMO W a DP3 ARCHITECTS ISSUE DATE: 10.05.16 PROJECT NUMBER: 16217 DRAWN BY: CJS DM: JF/DS SHEET NO: E-2.1 ELECTRICAL PLAN /////////l//ll/////.//////l//////////l//////l////7/7/////////////l/////////////�/�/1���/���' 0 • ... �...� ■..�� ; EZ. er..... %S55T557.54 5M7A-JIZZZZAYANZ>>..5"...0.4���.%.45ZZ5555____s____?0. __X01._�O?�AZ:IFYYZAr�O�0.4� .A'��01. ...fJ/?O:�����00.4r��' In y II • on :$ LP -11 klx LED 'I ❖.❖.•.00❖.❖.❖.❖.•.❖.. :•: X.:•::•:•:•:•:•:•:❖: :•:e❖:❖:•:• :•::e•:•:•:•:• :•:❖:•:❖ . •:•X• :.:. :.:.:.::. CONDUCTOR ITCH CKT. EM-BALLA (TYP.) 3-COND TOR SWITCH ' T. A SW. LEDRD1 / LEDT14) / 'T1-8 LEDRD2 DARY D_ ZONA L NLtiB VI LEDRDI LEDT6 LP -5 VIA SW N -WN k.\\. ig Ilb\`'�►:\marlmalegalw 1110.1111111111.1111 - A 1 i �r�jgre7111LE "-13 ASW." 'LEDT4 (2) BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 (U 0 Z J < 51 w r (n V Q.0) z,Q; w(/)N p_ coca U. i -U ow zQ Qpm a� O M Z W > w4. Ow' a a Ci 02N0 oco OD Nco ODOD CL LL DP3 ARCHITECTS D 2 (81 EDRD1 LEDRD1 L LP -5 VIA SW. LEDT6 G '.f LEDT LP -9 VIA SW. "f ARY DL LEDT6 PRIMARY D EDRD1 NL.,.L LEDRD1 LEDRD1 LEDRD1 LEDRD1 NL=f, LEDRD1 LEDRD1 GP15D LEDT6 LEDT6 LEDT6 LEDT6 NOTE: ALL FIXTURES (NO EXCEPTIONS) TO BE OBTAINED THROUGH NATIONAL ACCOUNT AT: STANDARD ELECTRICAL SUPPLY COMPANY #14 JEWEL DRIVE WILMINGTON, MA 01887 CONTACT: PANERA ACCOUNT REPRESENTATIVE 800-370-5050 x3176 CITY UGHIING 4307 WEST PAPIN ST. ST. LOUIS, MO 63110 CONTACT: MIKE CANTY 314-534-1090 NOTE: SEE SHEET A-3.1 AND A-3.2 FOR LIGHT FIXTURE SCHEDULE AND ADDITIONAL INFORMATION ON FIXTURE LOCATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REVIEWING ARCHITECTURAL ELEVATIONS FOR ANY ADDITIONAL POWER REQUIREMENTS INCLUDING SIGNS AND BUILDING UGHIING BEING PROVIDED AS A PART OF THE PANERA BUILD OUT. NOTE: EXISTING LIGHTING CIRCUIT TO BE REUSED AS SHOWN, CONTRACTOR TO VERIFY ANY OTHER CONNECTION TO THIS CIRCUIT AFTER DEMOLITION AND PRIOR TO RECONNECTION OF NEW LIGHTING. KEYED NOTES: EXISTING CIRCUITRY TO REMAIN AND BE REUSED INCLUDING CONTROLS, UGHIING IN BOH REPLACED WITH HIGHER EFFICIENCY LED FIXTURES. RECEPTACLE FOR SHELVING LED PUCK UGHT DRIVER. CIRCUIT RECEPTACLE TO KITCHEN/SERVICE LIGHT CIRCUIT AND SWITCH ON/OFF WITH KITCHEN/SERVICE UGHTS. COORDINATE ANAL CONNECTION REQUIREMENTS AND LED DRIVER LOCATION FOR SHELVING LED PUCK LIGHTS WITH CASEWORK AND LIGHTING IN FIELD. SEE EQUIPMENT ROUGH -IN SCHEDULE ON SHEET E-2.1 FOR ADDITIONAL INFORMATION. USING EMERGENCY BALLAST TO BE REUSED. CONTRACTOR TO VERIFY BALLAST IS COMPATIBLE WITH NEW LIGHTING TO BE INSTALLED AND PROVIDE NEW AS NECESSARY. FIXTURE SHALL BE CONNECTED TO IOTA IIS -300 (LIGHTING SUPPLIER TO VERIFY MODEL REQUIRED WITH UGHTING LOAD APPLIED) EMERGENCY INVERTER TO PROVIDE EMERGENCY LIGHTING IN CASE OF POWER LOSS. LOCATIONS OF INVERTERS ARE SHOWN FOR REFERENCE ONLY. VERIFY EXACT REQUIREMENTS AND LOCATIONS WITH OWNER, MANUFACTURER AND CONDITIONS IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR TO CIRCUIT FIXTURE WITH IOTA CONNECTION REQUIREMENTS TO CONTROLLED FIXTURES SO THAT EMERGENCY FUNCTION ACTIVATES WHETHER OR NOT FIXTURE CONTROL IS ON. CIRCUIT VIA LIGHTING CONTACTOR AND TIME CLOCK FURNISHED WITH CPI PANEL COORDINATE WITH CPI REPRESENTATIVE. EXISTING SWITCHBANK. VERIFY SWITCH TYPES REQUIRED FOR NEW FIXTURES AND REPLACE/PROVIDE NEW AS NECESSARY. RESTROOM LIGHTING TO BE CONTROLLED VIA NEW CEILING MOUNTED OCCUPANCY SENSRO, VERIFY LOCATION IN FIELD WITH MANUFACTURER RECOMMENDATIONS. NEW BUILDING SIGN TO BE INSTALLED TO REPLACE EXISTING, CONTRACTOR TO REUSE EXISTING J -BOXES CIRCUIT AND CONTROLS FOR NEW SIGNAGE WHERE POSSIBLE. ELECTRICAL LIGHTING PLAN SCALE: 1/4" = 1'-O" LIGHTING GENERAL NOTES 1. INSTALL LIGHT FIXTURES IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE LATEST EDITION OF THE NEC. 2. ALL WIRING SHALL BE COPPER, #12 THHN IN 3/4" CONDUIT UNLESS OTHERWISE NOTED. 3. WHERE CONDUCTORS ARE NOT INDICATED (FOR CLARITY) INSTALL CONDUCTORS AS INDICATED BY THE CORRESPONDING HOMERUN. 4. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED, AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL FIXTURE LAMPS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 5. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE LAMPS FOR ALL LAMP TYPES. 6. "NL" REFERS TO NIGHT LIGHT FIXTURE. bri IA/ REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2017 City of Tukwila BUILDING DIVISIOPJ RECEIVED CITY OF TUKWILA MAY 0 5 2017 PERMIT CENTER ISSUE DATE: 10.05.16 PROJECT NUMBER: 16217 DRAWN BY: CJS DM: JF/DS SHEET NO: E-3.1 ELECTRICAL LIGHTING PLAN ELECTRICAL SPECIFICATIONS 1. THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS PART OF THIS SPECIFICATION. 2. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND THE MOST RECENT EDITION OF NATIONAL ELECTRIC CODE. 3. FURNISH ALL MATERIALS, EQUIPMENT, LABOR, & SERVICES REQUIRED FOR THE INSTALLATION OF ALL ELECTRICAL WORK & AS REQUIRED TO PROVIDE A COMPLETE & OPERABLE ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. MATERIALS SHALL BE NEW W/ MANUFACTURERS NAME PRINTED THEREON & UNDERWRITERS LABORATORY LISTED. THE SELECTION OF MATERIALS SHALL BE IN STRICT ACCORDANCE W/ THE DRAWINGS AND/OR SPECIFICATIONS. SELECTION OF MATERIALS SHALL BE IN STRICT ACCORDANCE W/ THE DRAWINGS AND/OR SPECIFICATIONS. 4. SUBMIT MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE OWNER'S REPRESENTATIVE FOR REVIEW. SUBMITTALS SHALL BE IN ACCORDANCE WITH GENERAL CONDITIONS AND SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY THE OWNER. 5. CONTRACTOR SHALL GUARANTEE WORK INSTALLED UNDER THE CONTRACT TO BE FREE FROM DEFECTIVE WORKMANSHIP & MATERIALS, USUAL WEAR EXCEPTED, & SHOULD ANY SUCH DEFECTS DEVELOP WAN A PERIOD OF ONE YEAR ACCEPTANCE OF THE BLDG. BY THE YEAR, THIS CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS & DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO EXPENSE TO THE OWNER. 6. INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS, NOR MENTIONED IN THE SPECIFICATIONS, THAT CAN BE LEGITIMATELY & REASONABLE BE INFERRED TO BELONG TO THE WORK DESCRIBED OR BE NECESSARY IN GOOD PRACTICE TO PROVIDE A COMPLETE SYSTEM, SHALL BE FURNISHED & INSTALLED AS THOUGH ITEMIZED HERE IN EVERY DETAIL 7. NOTIFY ARCHITECT IMMEDIATELY OF POSSIBLE CONFLICTS WITH STRUCTURE, MECHANICAL, OR OTHER FEATURES. WHERE JOB CONDITIONS REQUIRE REASONABLE CHANGES IN LOCATIONS & ARRANGEMENT OF INDICATED EQUIP., CONDUIT, OUTLETS, OR WIRING, CONTRACTOR SHALL MAKE SUCH CHANGES WITHOUT COST TO OWNER. 8. CONTRACTOR SHALL FILE PLANS WITH AND OBTAIN APPROVALS FROM MUNICIPAL AGENCIES. ALL PERMITS AND CERTIFICATES OF INSPECTION SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE, PRIOR TO FINAL BIWNG. ANY FEES ASSOCIATED WITH CONSTRUCTION AND INSPECTION SHALL BE BORNE BY THE CONTRACTOR IN ORDER TO DELIVER TO THE OWNER A FINISHED BUILDING. READY FOR OCCUPANCY AND 100% OPERATION. 9. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS. HE SHALL CAREFULLY EXAMINE THE EXISTING CONDITIONS AND LIMITATIONS THEREOF. HE SHALL ASCERTAIN CONDITIONS UNDER WHICH THE WORK MUST BE PERFORMED, INCLUDING THE HANDLING OF MATERIALS, SECURITY AND UNITING FIELD DIMENSIONS. FURTHER, THIS CONTRACTOR SHALL PROVIDE FIELD VERIFICATION OF LOCATION OF POINTS OF CONNECTION TO LANDLORD'S ELECTRICAL AND TELEPHONE EQUIPMENT AND DISTANCE FROM LEASED SPACE. ANY DISCREPANCIES WITH THE CONSTRUCTION DOCUMENTS DISCOVERED AS A RESULT OF THE AFOREMENTIONED FIELD SURVEY, SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE, PRIOR TO COMMENCING ANY WORK. ANY ADDITIONAL COSTS RESULTING FROM CONTRACTOR'S FAILURE TO DO SO SHALL BE HIS RESPONSIBIUTY AND SHALL BE BORNE BY HIM. 10. ANY DEVIATION FROM PLANS WITHOUT PRIOR APPROVAL OF THE ARCHITECT SHALL BE CAUSE FOR THE REJECTION OF MATERIALS AND/ OR METHODS, AND ANY COST INCURRED TO CORRECT SUCH DEVIATION TO THE SATISFACTION OF THE A/E SHALL BE BORNE BY THE CONTRACTOR. 11. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMIUARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR, BECAUSE OF DIFFICULTIES ENCOUNTERED, WILL NOT BE RECOGNIZED IF THEY COULD HAVE BEEN FORSEEN HAD PROPER EXAMINATION BEEN MADE. 12. ANY COSTS INCURRED DUE TO LACK OF COOPERATION AMONG THE TRADES SHALL BE BORNE BY THE CONTRACTOR. 13. CONTRACTOR SHALL SUBMIT 6 COPIES OF SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR APPROVAL FOR ALL EQUIPMENT AND DEVICES INSTALLED.THERE WILL BE NO DRAW UNTIL SHOP DRWGS. HAVE BEEN SUBMITTED & REVIEWED BY ARCH./ENGR.. 14. THE EQUIPMENT ROUGH -INS AS SHOWN ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUB- SEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR. 15. PLAN & INSTALL WORK IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM,. & KEEP OPENINGS & PASSAGEWAYS CLEAR. 16. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES; AN ACCURATE RECORD OF ALL WORK AS ACTUALLY INSTALLED. UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS AUTHORIZED, SHALL TURN OVER TO THE OWNER'S REPRESENTATIVE A RECORD SET OF PRINTS SHOWING THESE CHANGES. 17. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK HEREIN SPECIFIED. ALL OPENINGS THROUGH STRUCTURALLY SUPPORTED SLABS MUST BE COREBORED, SLEEVED, GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MUST EXTEND AT LEAST 2" AFF. ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN FIRE RATING. 18. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIR. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE SECURED TO THE BUILDING STRUCTURE, NOT TO PIPING OR DUCTWORK. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE RUN IN STRAIGHT UNES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES AND SEPARATED AT LEAST 3" FROM WATER UNES WHEREVER THEY RUN ALONG SIDE OR ACROSS SUCH LINES. 19. EVERY PART OF THE INSTALLATION SHALL BE TESTED, OPERATED AND LEFT IN PERFECT WORKING ORDER. TEST ALL WIRES AND CABLES INSTALLED UNDER THIS CONTRACT WITH A 1,000 VOLT MEGOHM METER. ANY READINGS THAT ARE LOWER THAN REQUIRED BY GOOD PRACTICE OR APPLICABLE CODES, PROMPTLY REPLACE THE MATERIALS OR EQUIPMENT INVOLVED. SHOULD TESTING REVEAL ANY OTHER DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND RERUN TESTS UNTIL THE ENTIRE INSTALLATION IS SATISFACTORY IN ALL RESPECTS. 20. ALL ITEMS IN THE NOTES, SCHEDULES AND LEGEND MAY NOT NECESSARILY APPEAR ON THESE DRAWINGS. 21. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR THE EQUIPMENT HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE BUILDING FOR OCCUPANCY. 22. GUARANTEE: CONTRACTOR IS TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE PROJECT BY THE OWNER. IT IS UNDERSTOOD BY HIS ACCEPTANCE OF THE CONTRACT THAT THIS CONTRACTOR WILL MAKE GOOD ANY AND ALL WORK WHICH IN ANY WAY HAS BECOME DEFECTIVE AS TO THE QUALITY OF MATERIALS AND WORKMANSHIP FOR ANY CAUSE OTHER THAN ORDINARY WEAR AND TEAR. FOR THE SAME PERIOD. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. 23. THE CONTRACTOR, BEFORE FINAL ACCEPTANCE BY THE OWNER WILL BE GRANTED, SHALL CLEAN ALL UGHTING FIXTURES, DEVICE PLATES, SERVICE FITTINGS AND OTHER ITEMS FURNISHED UNDER THIS CONTRACT. HE SHALL INSURE THAT ALL DIRECTORIES ARE IN PLACE WITH COMPLETED OR REVISED SCHEDULES AND ALL IDENTIFICATIONS AND MARKINGS OF EQUIPMENT, CABLES AND OTHER ITEMS ARE COMPLETED. 24. THIS CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH ALL OTHER TRADES. CONTRACTOR SHALL VERIFY VOLTAGE OF MECHANICAL EQUIPMENT AND FLUORESCENT FIXTURE BALLASTS, PRIOR COMMENCING ANY WORK. NO REMOVALS SHALL BE MADE WITHOUT OWNER'S APPROVAL ALL EXISTING EQUIPMENT, MATERIALS, ETC. THAT ARE NOT TO BE REUSED SHALL BE REMOVED COMPLETELY AND DISPOSED OF BY THIS CONTRACTOR. 25. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY, PRIOR TO ANY INDIVIDUAL CIRCUITS INSTALLATION, TO VERIFY WITH ALL OTHER TRADES CONCERNED THAT THE CIRCUIT WITH DEVICES AS DRAWN IS ADEQUATE IN SIZE AND MAKE-UP FOR THE MECHANICAL AND/OR KITCHEN EQUIPMENT TO BE INSTALLED. IF ANY CONFLICT IN VOLTAGE, PHASE OR LOAD IS ENCOUNTERED WHICH WOULD ALTER THE CIRCUIT SIZE, THIS CONTRACTOR SHALL NOTIFY THE ENGINEER OR OWNER IMMEDIATELY. FAILURE TO DO SO SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT CIRCUIT CHANGE DIRECTLY UPON THE CONTRACTOR. 26. REFER TO THE MECHANICAL DRAWINGS FOR THE LOCATION OF THER- MOSTATS, UNITS AND OTHER SPECIAL EQUIPMENT. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL CONDUITS JUNCTION BOXES AND DISCONNECT SWITCHES, THERMOSTAT AND CONTROL WIRING. 27. THIS CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY POWER AND SHALL PAY NE COST FOR THE UTIUTY CONNECTION AND SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE TEMPORARY WORK AND FOR THE REMOVAL OF SAME. CONTRACTOR SHALL PAY ALL UTILITY CHARGES IN CONNECTION WITH THE TEMPORARY POWER. CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL POWER EQUIPMENT USED ON THE PREMISES DURING CONSTRUCTION. 28. GENERAL SCOPE OF WORK CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS. SUPPLIES, EQUIPMENT AND FEES REQUIRED TO COMPLETELY INSTALL, TEST AND PLACE THE HEREIN SPECIFIED EQUIPMENT, COMPONENTS, CONTROLS, AND SYSTEMS IN SERVICE. COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS INCLUDING ALL PANELS AND COMPLETE BRANCH CIRCUIT WIRING SYSTEM TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION COMPLETE LIGHTING FIXTURE INSTALLATION COMPLETE UTIUTY MOTOR WIRING SYSTEM (EXCEPT AS NOTED) COMPLETE TELEPHONE CONDUIT SYSTEM INCLUDING CONDUIT FROM POINT OF CONNECTION TO UTIUTY COMPANY SERVICE AND ALL TERMINAL DEVICES, BOXES, CONDUIT, PLATES, ETC. PROVISIONS FOR FIRE ALARM SYSTEM AS REQUIRED BY CODE WIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAPHICS TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION TESTING OF ALL ELECTRICAL EQUIPMENT WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF PROJECT CLOSE-OUT 29. ELECTRICAL SERVICE PROVIDE ELECTRICAL AS INDICATED ON THE DRAWING. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR THE POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR CLOSELY COORDINATE ENTIRE INSTALLATION WIN THE POWER COMPANY. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTIUTY FOR INSTALLATION OF METERING. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE AVAILABLE SHORT CIRCUIT CURRENT AT THE SUPPLY TERMINALS FROM THE POWER COMPANY &/OR MALL/SHOPPING CENTER POWER SOURCE. THE SERVICE EQUIPMENT SHALL MEET OR EXCEED THIS RATING PER N.E.C. 30. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL TELEPHONE UTILITY COMPANY FOR TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION TO THE LEASED PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR UTIUTY COMPANY WIRES. COORDINATE INSTALLATION OF TELEPHONE WORK AND INSTALL ALL CONDUIT FOR TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. PROVIDE INTERIOR TYPE 4-D PLYWOOD 24" X 24" TO SERVE AS TELEPHONE TERMINAL BOARD. 31. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES. A GOOD MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH APPROVED GROUNDING CONNECTORS. ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY WITH ALL LOCAL, STATE AND NEC CODES AND REGULATIONS. PANELS, CONDUIT SYSTEMS, MOTOR FRAMES, LIGHTING FIXTURES AND OTHER EQUIPMENT THAT ARE A PART OF THIS INSTALLATION SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND ELECTRICALLY IN ACCORDANCE WITH ALL CODES. MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM WITH SECTION 250. TABLE 250-94 OF THE NATIONAL ELECTRICAL CODE. PROVIDE CONDUIT TO PROTECT GROUND WIRE FROM DAMAGE TO AN AREA 6 FT. ABOVE FLOOR. MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MAINTAIN CONTINUITY OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT ENTIRE SYSTEM. GROUND ALL 3 WIRE RECEPTACLES TO THE OUTLET BOXES. GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO WATER UNE. GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL NON-METAWC CONDUIT. 32. IF REQUIRED: PROVIDE DRY -TYPE TRANSFORMER WHICH SHALL BE ENCLOSED, VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE DRAWING AS MANUFACTURED BY SQUARE -D OR EQUAL TRANSFORMER SHALL HAVE A MINIMUM OF 150 DEGREE, CLASS H INSULATION AND A MINIMUM OF (4) 2-1/2X TAPS BELOW AND (2) 2-1/2X TAPS ABOVE RATED PRIMARY VOLTAGE. SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY 33. LIGHTING FIXTURES: THE CONTRACTOR SHALL PROVIDE A NEW LIGHTING FIXTURE OF THE TYPE SPECIFIED FOR EACH LIGHTING OUTLET SHOWN WITH COMPLETE LAMPS OR TUBES. ALL FIXTURES SHALL BE HUNG AND MOUNTED IN PLACE, PROPERLY WIRED, TESTED AND LEFT READY FOR OPERATION. CONTRACTOR SHALL VERIFY LOCATION OF ALL PARKING LOT LIGHTS, MONUMENT SIGNS, AND PYLON SIGNS ON INDIVIDUAL SITE PLAN. 34. PANELBOARDS AND BREAKERS SHALL BE BY SQUARE -D OR EQUAL PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY ACROSS ALL THREE PHASES. PANELBOARDS SHALL CONTAIN A TYPEWRITTEN DIRECTORY WITH A PLASTIC COVER AFFIXED TO THE INSIDE DOOR. ALL PANELBOARDS AND EMERGENCY UGHTING DISCONNECT SWITCHES SHALL BE LABELED WITH RESPECT TO THEIR TITLE, VOLTAGE AND PHASE; I.E. PANEL "A" 120/208/30. LABEL SHALL BE PHENOUC PLASTIC WITH WHITE LETTERS AND BLACK BACKGROUND. LABELS SHALL BE PERMANENTLY FIXED TO THE EQUIPMENT. 35. LIGHTING PANELBOARD SHALL BE 3-PHASE, 4 -WIRE DISTRIBUTED PHASE TYPE W/SOLID NEUTRAL GROUND LUG, GROUND BUS AND ALL BREAKERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC WITH ALL TWO OR THREE POLE BREAKERS HAVING COMMON TRIP. CIRCUIT BREAKERS SHALL BE RATED FOR MINIMUM 10,000 AMP SYMMETRICAL SHORT CIRCUIT CURRENT AT 120/208V. CIRCUIT BREAKERS SERVING LIGHTING CIRCUITS SHALL BE RATED FOR SWITCH SERVICE. 36. WIRING DEVICES: WALL SWITCHES, SINGLE POLE, DOUBLE POLE, AND THREE WAY SHALL BE GENERAL DUTY FLUSH, TOGGLE SWITCHES; SPECIFICATION GRADE, 20A, 120/277V. WITH SCREW TERMINALS: MANUFACTURES SHALL BE HUBBELL, BRYANT, PASS & SEYMORE, OR LEVITRON. GENERAL DUTY DUPLEX RECEPTACLES SHALL BE 2 -POLE, 3 -WIRE GROUNDING TYPE, SPECIFICATION GRADE, 20A, 125V, NEMA 5-20R UNLESS OTHERWISE INDICATED. MANUFACTURES SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON. GROUND FAULT INTERRUPTER RECEPTACLE SHALL BE GENERAL DUTY, DUPLEX RECEPTACLES, GROUND FAULT CIRCUIT INTERRUPTER, FEED - THROUGH TYPE, CAPABLE OF PROTECTING CONNECTED DOWNSTREAM RECEPTACLES ON A SINGLE CIRCUIT, GROUNDING TYPE UL -RATED CLASS A, GROUP 1, 20A, 120V, 60 HZ; WITH SOUD-STATE GROUND FAULT SENSING AND SIGNALING; WITH 5 MIWAMPERES GROUND - FAULT TRIP LEVEL; IN NEMA 5-15R CONFIGURATION. MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS & SEYMORE, OR LEVITRON. DUPLEX ISOLATED GROUND TYPE RECEPTACLE SHALL BE 2 -POLE, 4 -WIRE, 15A STRAIGHT BLADE DEVICE WITH SEPARATE ISOLATED GROUND AND BUILDING GROUND CONNECTIONS, IN NEMA 5-15R CONFIGURATION, AS MANUFACTURED BY HUBBELL IG -5362. WIRING DEVICE ACCESSORIES INCLUDING ALL WALL PLATES SHALL BE PROVIDED AT EACH DEVICE. WALL PLATES SHALL BE SAME COLOR AS DEVICE AND MANUFACTURED AS A COMPANION TO THE DEVICE ANY ELECTRICAL OUTLETS WITHIN 6 FEET OF A SINK SHALL BE GFI PROTECTED. PROVIDE EITHER INDIVIDUAL GFI DEVICES OR GFI CIRCUIT BREAKERS, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS OR SCHEDULES. PROVIDE A 120 VOLT RECEPTACLE WITHIN 25 FEET OF ALL HVAC EQUIPMENT ON THE ROOF. ALL EXTERIOR RECEPTACLES AND DEVICES SHALL BE WEATHERPROOF ELECTRICAL DEVICES, DISCONNECT SWITCHES, ETC. SHALL BE SUPPORTED INDEPENDENT OF & ISOLATED FROM EQUIP. VIBRATIONS. 37. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON-FUSED AS REQUIRED BY CODE OR SHOWN ON DRAWING. SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE -D, GENERAL ELECTRIC, OR EQUAL FURNISH AND INSTALL DUAL ELEMENT CURRENT LIMITING FUSES OF TYPE AND AMPACITY DESIGNED TO PROTECT SYSTEM AGAINST AVAILABLE SHORT CIRCUIT FAULT CURRENT. 38. COORDINATE ALL EQUIP. CONNECTIONS W/ EQUIP. SUPPUER PRIOR TO ROUGH -IN. PROVIDE ADDITION FUSED DISCONNECT SWITCHES & CONTROLS IF OVERCURRENT PROTECTION OR CONTROLS ARE NOT INTEGRAL W/ UNITS. ALL ELECTRICAL EQUIP. ON ROOF OR OUTSIDE THE BLDG. SHALL BE IN NEMA -3R OR NEMA -4 ENCLOSURES. ALL EQUIP. SHALL BE FUSE SIZED PER MANUF. RECOMMENDATIONS & U.L APPROVAL ALL VIBRATING EQUIP. CONN. SHALL BE SEAL TYPE FLEX, 30" MAX. STARTERS AND RELATED WIRING SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR. OVERLOAD UNITS SHALL BE INSTALLED AS PER NAME PLATE DATA ON EQUIPMENT. EXCEPT FOR SUCH ITEMS AS ARE NORMALLY SUPPLIED WITH STARTERS INSTALLED (HVAC UNITS, DISH- WASHERS ETC.) AT THEIR POINT OF MANUFACTURE, ALL STARTERS SHALL BE SUPPUED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR WILL MOUNT ALL SUCH STARTERS, AS DIRECTED, FURNISHING SUPPORTING STRUCTURES WHERE NECESSARY. ALL REMOTE EQUIPMENT ON ROOF OR GROUNDS SHALL HAVE A DISCONNECT SWITCH AT EACH PIECE OF EQUIPMENT. FURNISH FUSED DISCONNECTS AS REQUIRED BY N.E.C. FULL LOAD AMPS (FLA) SIZES ARE BASED ON SPECIFIED EQUIP. DATA. CONTRACTOR SHALL VERIFY NAMEPLATE FLA OF EQUIP. SUPPLIED & COORDINATE ACCORDINGLY PER EQUIP. SUPPLIERS RECOMMENDATIONS. 39. CONDUIT SHALL BE STANDARD STEEL, RIGID, IMC OR EMT (THIN WALL) ACCORDING TO LOCAL CODE ALL CONDUIT & J -BOXES SHOWN SHALL BE CONCEALED WHEN POSSIBLE. WHEN NOT POSSIBLE, CONDUIT & J -BOXES MAY BE SURFACE MOUNTED WI PERMISSION OF THE ARCHITECT. INSULATE ALL CONDUIT PASSING THROUGH WALK-IN COOLER, FILL AROUND CONDUIT WITH DUCT -IN SEAL WHERE IT PASSES THROUGH COOLER WALL OR CEILING. ALL EXTERIOR CONDUIT FOR WIRING SHOULD BE MINIMIZED BY ROUTING IN CEIUNG SPACE. NO EXTERIOR CONDUIT WILL BE ACCEPTED, UNLESS OTHERWISE NOTED. PAINTING OF ELECTRICAL CONDUITS, ETC. IF REQUIRED, WILL BE BY THE GENERAL CONTRACTOR. 40. RACEWAYS SHALL BE SURFACE METAL TYPE OF THE SIZE AND CHANNEL REQUIRED FOR SERVICE, CONSTRUCTED OF GALVANIZED STEEL WITH SNAP-ON COVERS, WITH 1/8" MOUNTING SCREW KNOCKOUTS IN BASE APPROXIMATELY 8" O.C. PROVIDE FITTINGS INDICATED WHICH MATCH AND MATE WITH RACEWAY. FINISH WITH MANUFACTURER'S STANDARD PRIME COATING SUITABLE FOR PAINTING. 41. OUTLET BOXES AND COVERS SHALL BE ONE PIECE, GALVANIZED STEEL JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE AND SIZE. 42. ALL FEEDERS & BRANCH CIRCUITS SHALL BE THHN/THWN (90' C). DESIGN IS BASED ON COPPER CONDUCTORS & ALL BRANCH CIRCUIT WIRING SHALL BE COPPER. ALL WIRING SHALL BE IN CONDUIT OR MC TYPE. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. 43. ADDITIONAL CONDUCTOR SPECIFICATIONS: #10 AND SMALLER - SOUD WITH SINGLE BRAID. # 8 AND LARGER - STRANDED WITH AT LEAST DOUBLE BRAID. MINIMUM WIRE SIZE SHALL BE #12 (#14 MAY BE USED FOR CONTROLS) WIRES SHALL BE COLOR CODED IN KEEPING WITH NEC STANDARDS PROVIDE IMC FOR FEEDER CONDUIT WHERE INSTALLED ABOVE GRADE. FITTINGS SHALL BE STEEL THREADED, SET SCREW TYPE W/ INSULATED THROATS. FURNISH EMT CONDUIT OR BX OR MC FOR INTERIOR WIRING NOT SUBJECT TO PHYSICAL DAMAGE, MIN. CONDUIT SIZE SHALL BE 1/2 UNLESS SPECIFICALLY NOTED OTHERWISE. CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE & SHALL RUN PARALLEL OR PERPENDICULAR TO BLDG. WALLS OR CEIUNG. PVC SCHEDULE 40 CONDUIT MAY BE USED FOR UTIUTY FEEDERS WHERE BURIED UNDERGROUND. SEE ADDITIONAL RATES ON ELECTRICAL SERVICE SCHEMATIC. A SEPARATE GREEN INSULATED EQUIP. GROUNDED CONDUCTOR (BOND) SHALL BE INSTALLED WAN EVERY RACEWAY. WIRING SHOWN IN THE PANEL SCHEDULE IS THE MINIMUM REQUIRED. RUNS IN EXCESS OF 90'-0" (ONE WAY) SHALL BE SIZED PER THE N.E.C. MAXIMUM 2% V.D. TEST ELECTRICAL SYSTEM FOR SHORT CIRCUITS & MEGGAR TEST FEEDERS & BRANCH CIRCUIT WIRING. INSURE LOW IMPEDANCE GROUND PATH SYSTEM. 44. FINALLY: IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED. THE LOCATION OF RECEPTACLES AND FIXTURES SHOWN ON THE DRAWING IS APPROXIMATE AND THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY DEVICES BEFORE THEY ARE INSTALLED WITHOUT ANY ADDITIONAL COSTS. FROM LIMY COMPANY (.r TRANSFORMER Cll. CABINET ONE LINE NOTES: ALL EXISTING EQUIPMENT AND PANELS TO BE REUSED. ONE -UNE DIAGRAM SHOWN FOR REFERENCE ONLY. SEE CIRCUIT LEGEND ON E-2.1 FOR MORE INFORMATION. CONTRACTOR SHALL FULLY SURVEY THE PANEL SYSTEM PRIOR TO COMMENCING WORK AND ENSURE THAT THE PANEL LOADS AND SPACES MEET THE EXISTING SUPPLIES. COORDINATE ANY DISCREPANCY WITH ARCHITECT AND ENGINEER. ALL INFORMATION IS BASED OFF OF CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN FIELD PRIOR TO COMMENCING WORK. VERIFY THAT EXISTING SERVICE EQUIPMENT IS IN GOOD WORKING CONDITION AND ADEQUATE TO HANDLE LOAD OF NEW EQUIPMENT. REPAIR/REPLACE AS NECESSARY. 800A 0 SC SECT SWITCH PANEL n N, PANEL •'A Y EL CPI PANEL PANEL "MOP' 'K2" EXISTING ONE -LINE DIAG NO SCALE br7 �fg4 REV.IE1.yED.F.OR CODE COMPLIANCE APPROVED MAY 18 2017 of Tukwila G DIVISION RECEIVED CITY OF TUKWILA MAY 052017 PERMIT CENTER BAKERY CAFE: #2258 SYSTEM: 2.0 PROTOTYPE UPDATE: 2016-00 Q Q F- O Q � < J J y^ Q _ N r co V < O) Z ,w; w cp N O v 1-= 20) Z l' Q~ m. d co M 5C) Oz LO mco cs) fni- W0. Ow` -244 © V cS N CO co d LL DP3 ARCHITECTS ISSUE DATE: 10.05.16 PROJECT NUMBER: 16217 DRAWN BY: CJS DM: JF/DS SHEET NO: E-5.1 ELECTRICAL SPEFICATIONS AND ONE -LINE DIAGRAM