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HomeMy WebLinkAboutPermit D08-429 - PITA PIT RESTAURANT - TENANT IMPROVEMENTPITA PIT 381 STRANDER BL D08-429 Parcel No.: 2623049064 Address: 321 STRANDER BL TUKW Suite No: Tenant: Name: PITA PIT Address: 321 STRANDER BL , TUKWII,A WA Contractor: Name: SEVENTH SUN DEVELOPMENT INC Address: 2218 CORTLAND PL #102 , NAMPA ID 83687 Phone: 253 307 -6460 Contractor License No: SEVENSD932RR doc: IBC -10/06 City* Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: REGENCY CENTERS LP Address: C/O PROPERTY TAX DEPT , PO BOX 790830 78279 Phone: Contact Person: Name: WILL HARRIS Address: 2151 BEAVER LAKE DR SE , SAMMAMISH WA 98075 Phone: 425- 391 -2321 DEVELOPMENT PERMIT DESCRIPTION OF WORK: NEW PITA PIT RESTAURANT IN EXISTING SPACE. NEW RESTROOM, KITCHEN EQUIPMENT, CEILING AND FINISHES. PUBLIC WORKS ACTIVITIES INCLUDE SANITARY SEWER/GREASE INTERCEPTOR INSTALLATION. Value of Construction: $150,000.00 Fees Collected: $4,122.00 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0004 * *continued on next page ** Permit Number: D08 -429 Issue Date: 11/12/2008 Permit Expires On: 05/11/2009 Expiration Date: 12/19/2009 D08 -429 Printed: 11 -12 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: The granting of this p construction or Signature: Print Name: City oilTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N Y Y N Number: 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: Profit: N Private: Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: D08 -429 11/12/2008 05/11/2009 I hereby certify that I have read and a ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. rmit does not r -sum to violate or cancel e provisions of any other state or local laws regulating ormanc f. . • uthorized to sign and obtain this development permit. i -101011170 � Date: `/- (Z — ?(/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D08 -429 Printed: 11 -12 -2008 Parcel No.: 2623049064 Address: 321 STRANDER BL TUKW Suite No: Tenant: PITA PIT 1: * * *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS • Permit Number: D08 -429 Status: ISSUED Applied Date: 09/09/2008 Issue Date: 11/12/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Thlcwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Aix Quality Code. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Cond -10/06 D08 -429 Printed: 11 -12 -2008 18: ** *FIRE DEPARTMENT CONDMONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us • be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 nun). (IFC 906.7 and IFC 906.9) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 25: 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) 26: 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) 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) doc: Cond -10/06 D08 -429 Printed: 11 -12 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: .All new sprinkler systems and all modifications to existing 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 36: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 39: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 43: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 44: At least 48 hours in advance applicant or contractor shall call (206)433 -0179 to schedule a preconstruction meeting for sanaitary sewer work outside the building and grease interceptor installation. doc: Cond -10/06 D08 -429 Printed: 11 -12 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us • The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 45: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 46: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 47: Any material spilled onto any street shall be cleaned up immediately. 48: A separate City of Tukwila Plumbing Permit shall be obtained for any plumbing work inside the building. 49: Every three (3) month the Owner shall completely pump out the interceptor. Businesses that generate small amounts of grease may, with the Public Works Director's approval, pump the interceptor on a 6 -month schedule. At any time, the City may inspect the interceptor and require service that is more frequent. * *continued on next page ** doc: Cond -10/06 D08 -429 Printed: 11 -12 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 I/L Date: Z — C3 L D08 -429 Printed: 11 -12 -2008 Name: kiI L• L 14 A 1 ( S Mailing Address: 115/ '' f v F EA R- LAKE f E -Mail Address: W4, L 1-f4 prt ($ Q (r 41 04 • 14p- Company Name: CITY OF TUKWIR Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.ci. tukwila wa. us t Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Q:Vppliatim s \Foims- Applications On Line13 -2006 - Permit Appleatioadoe Revised: 9-2006 bh ��Building Peilif No' �, � � . 'Public WorksPermit N�o.. Project No: .. city • or office uie ally) 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 -' Z( King Co Assessor's Tax No.: td 2 Zj 0 4 1 0 (o 4 Site Address: STIt NQttL -VD. / Su Ift L. Suite Number: - Floor: 1 Tenant Name: r l TA. P (fi New Tenant: Lid Yes 0 ..No Property Owners Name: 1Z E 6 E H C '( C t 1{ r• 2 c Mailing Address: 1 601 1I 4 4-iv / drvr- St r 5 • 135 f7r. LGxVUE / wk 1g00 City state Zip • CONTACT:' PERSON' who do we'contaet.whentyour permit: dy to be issued Day Telephone: 4ZS - 39/ - 2 3 Z Fax Number. 4z5- 3 9/ - 2 7 5 0 AGE TERAL .Ca OsTRACTo1uNFOR1NATrosr, . ";(Contractor Information (pg 4) for'Piumb,ng.and Gas Eip►ng;'(p$,5))' Mailing Address: Zip City Day Telephone: Fax Number. Expiration Date: Stale ARCHITECT OF RECORD Ail plans:must''be'wet staniped:by Architect of Reeord L- -f ,tI , A_ 1.A -1 5 I rE oe- S� SA 1,tio t Wes !�✓d4 lgois City state I'JI LL - f riiz Day Telephone: 425 - 39/ - z 3 Z I t JS L c. C t.+.rAci - I'(or Fax Number: '9Z S ' 3'7/ - z/ ENGINEER: OVRECORD 4,-Au plans must be vet stamped by Engmecr =of Recorii` I t sf 1- F 2/ tI &goy S. 1.401, -Y G(fe-CGe., 3 0 4 1 State S►.�(1,r1 V, Z CO• eO // Contact Person: A I f-{ ?PL( /x- Day Telephone: -3 77,3 - �" 7 ) E -Mail Address: AK 1 - 1 H e pc �I✓ K V50- - LC' Fax Number. 3 0 - Try- C/ 33 Page 1 of 6 Valuation of Project (contractor's bid price): $ 1 oaf; • 00 Existing Building Valuation: $ Scope of Work (please provide detailed information): t-4 �vW fl li t f 1 1,t4 t2c'1 Oc E A604C p 'r ds-rrz e v / r-r C u -f ( FI (rsiks Will there be new rack storage? ❑ Yes E,No If yes, a separate permit and plan submittal will be required. Floor•: 2 Floor . • • 3n Flodr • Accessory Structure* „Attached .Garage • Detached Grange • c. • Attaclied' .. Detached Carport ' . • • vered Deck: Uncovered =Deck' . . 1,06 Addition to • ..Existi • • Structure Type.,of Construction per ;IBC X N Typed' occupanc 'per PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking. Provided: Standard: Compact: Handicap: �tZr r l=iarc L. 0-_ Will there be a change in use? ®. Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: V ic Sp�rinklers ru ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or of flammable, combustible or hazardous materials in the building? ❑ Yes 'J4,..... 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 ' Provide.All Building Areas in Square Footage. Below ••„ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications Forms- Apphmtion On Linel3 -2006 - Permit Applicmiondoc Revised: 9 -2006 ih Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits inlhis.application 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_ Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: tIw1' Z - f-10e, - Date: /77 /0e Day Telephone: 4Z5 -19 /- 2 32- Mailing Address: 2i 5 I f f3kftlf;it A2 SE— 5.414. 'sf4 re0 75 City State Zip Date Application Expires: 3 9 -09 Date Application Accepted: Q:\AppliationsToims-Appliations On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh Staff Initials: G . Page 6 of 6 Parcel No.: 2623049064 Address: 321 STRANDER B', TUKW Suite No: Applicant: PITA PIT Receipt No.: R08 -03738 Payee: PITA PALMER LLC ACCOUNT ITEM LIST: Description BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1101 3,062.50 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 RECEIPT Permit Number: D08 -429 Status: APPROVED Applied Date: 09/09/2008 Issue Date: Payment Amount: $3,062.50 Initials: JEM Payment Date: 11/12/2008 09:16 AM User ID: 1165 Balance: $0.00 Account Code Current Pmts 1,630.00 250.00 589.00 589.00 4.50 Total: $3,062.50 dot: Receipt-06 Printed: 11 -12 -2008 Parcel No.: 2623049064 Address: 321 STRANDER BL TUKW Suite No: Applicant: PITA PIT Receipt No.: R08 -03204 Initials: WER User ID: 1655 Payee: PITA PALMER • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1095 1,059.50 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 1,059.50 Total: $1,059.50 • Permit Number: D08 - 429 Status: PENDING Applied Date: 09/09/2008 Issue Date: Payment Amount: $1,059.50 Payment Date: 09/09/2008 02:55 PM Balance: $1,634.50 7175 .19/39 1 707 TOTAL 1059.50 doc: Receiot -06 Printed: 09 -09 -2008 (/ Project* Type offfI Ins � ecti Addre s: .3e I S-trev ier - a/ Date ailed: 0dole/0 _, Special Instructions: Date Wanted: 01/21/69 (a p�"�e Requester: iqrt Phone No: Z' 3 aoi-- 6 4/6 O tad- Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - D08- V, PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: - ¶1 k1 `l ke d4 Inspector: 17 5 'Date: I / z d9 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project:pr s n TT (T � 1 - Typ ion ( S v l ri A t: MN-, 1 Sir 6 ° Ik J i y U n e Ca*. ex, h "1 , Special Instructions: /7 Date Wanted: G 2` ID -( a.m., p.m. Requester: Phone 7.�� 3 _ 3 Or , 040 �S L INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Doi -421' PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1) J c f fr Insp ate: � J/ � 7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: i e jo: (.,, A. CJ e'..�'p. 0 00, r , S 'fl. , d) (P 1 A t.,J, k r ok ee A .fj : 6 %. (f ty , e l-D j in A-AA rTll,J -P 1 net t - e ! L L..J c !J _1-'1) -40" L) E ( 7 ' - 1 & ) LEA uCA: to j i,".A.l : q/ / as 41 _ — _ - , \ ,rj ( A A -‘0 J p /(J `h/a u A-t I PA- e i 5 f e -c-�i e-d� . p( 1 r_ .mod. AL 5 0e__ n� - r< 4 a 57 IA L., ; i) A fit ecif . .2f 1 /e r- ''. - ti AA E . c . t . & p i — ,t 6/tj / , • ,( I. Project;....„ ,^ � //�ij �i Type ofIspection [ //A0/.05? � v Address: ,? 8 / SiQm/ 2 Date Called: Special Instructions: Date Wanted: '- - a air p.m. Requester: , Phone o . ; _, — yd - 2- 6 C r / ( El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 4 PERMIT NO. i2L INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 0 Corrections required prior to approval. Inspe or. j tex..A Date: 2 -S" v G ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Ball to schedule reinspection. Receipt No.: Date: Project: RTA P t �/ r Type c Us ection: C am '/ . 7 J QJ�4-Q I Address: 38( 3 i N r A aJ.Fs Date Called --- Special Instructions: / Date Wanted: / ���� —�m d p.m. Requester: Phone No: 7.5 - .3 -146 o INSPECTION NO. INSPECTION RECORD Retain a copy with permit oo Y-1 2 -1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION re- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ,Corrections required prior to approval. COMMENTS: Inspect r: Date: Z-z 8 9 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: wig Proje Type of Inspection: A ) A Addr s: 3 66 \ S A/O f re Date Called: Special Instructions: Date Wanted: i —Z-1--- Q �� , @ p.m. Requester: Phone No: © Approved per applicable codes. INSPECTION RECORD Retain a copy with permit _Do tAL INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 12 t- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Ej Corrections required prior to approval. COMMENTS: k InspectoC (Date: f - - Z( - J i $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proj 1-7-A P T Ty of Address: S gt 5 i RAtJi:VP Date Called Special Instructions: Date Wanted: 1— L (.)C1 6IT: p.m. Requester: Phone No Z 3_ 3 07- ( 0 q W INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PD S -`l PERMIT NO. R-- (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: InspQor: (Date: l- z ? ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 9�' COMMENTS: Type of Inspection: L( p lAr '7-4 LA t A , e // f s p, Date Wanted: �,pr I Z `2 3' P.m. v i'U C-3 c.1 A .1( j p feil - r vvit i - Le- :(. -i I?4J k p i to v /k-f -,4 ,.�' kJ' (� . A. R31 • Iu i A; ; J'N d `l I l J i J/v( - ►i l Projec ` —� p . r ( ]t Type of Inspection: L( Address: - se Str G 6u - Date Called: Special Instructions: Date Wanted: �,pr I Z `2 3' P.m. Requester: Phone : R - ' , - 967 3 r 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 -3 7 El Approved per applicable codes. D Corrections required prior to approval. InspecIj r: 1 L / 1Date: J Z ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: - C - OMMMENTS: AId . "tiY' — 1 -S eel (O( 3F( ?. ,5 /Nsv(/c -� I41.` •/� -, 3 Speci. t, structions: 1'9 p yik 6,3h ,,3 11 9u�� ' _ Date Wanted: / -Y � u r 1 - rtA .j tviiP P ' o .h I , .e --d Phonej 3 - 3 o q — ( A Project: + Type of Inspection: Addres : Date Called: Speci. t, structions: 1'9 p yik 6,3h ,,3 11 9u�� ' _ Date Wanted: / — 2 r v p.m. Requester: Phonej 3 - 3 o q — ( I INSPECTION NO. proved per applicable codes. INSPECTION RECORD Retain a copy with permit 0 08- 1 2 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 orrections required prior to approval. Inspector Date:) (_. 2 � _ dir $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: IDate: 1 Project: go gr- Mt / ° Type of Inspection: Address: 30/ Suite #: - or N• Contact Person: Special Instructiops: Phone No.: Needs Shift Inspection: if' _ Mt / ° Sprinklers: y . Fire Alarm: 7' Hood & Duct: y Monitor: /kiwi yL ? • Pre - Fire: avitre Permits: / ,. Occupancy Type: NV 7 - atf ("No 3 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Fi Correcctions required prior to approval. n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City, of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: rtgw r i t W 7 o w ot (Pe&VP4wr v - Inspector: Date: 2//o/011 Hrs.: Project: Pi - Per Sprinklers: - „ V' ' ;► Fire Alarm: Type of Inspection: Address: 381 Suite #: A t o oz. 131..- Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: - „ V' ' ;► Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: h k�! i�, 4�!. cv<• s: �sra: t' A.'+l:: rnkc. 2�+ vxrs�alakcre.•',]:: .:.'.- i"!i':r.�r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 Do 5 - yiti ofS- 5 - '539 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: P t2 NICL IN— C o v l;-'- - d tL- Inspector: +t Date: 1 fl / 0/ • � rs.. : • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Pv er. Type of Inspection: . riq - /1000 Address: 3$/ jri oiNot.. Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: _- Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: _ Permits: Occupancy Type: .A, -- 4'►. 1 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD - 9 Z 9 Retain a copy with permit O - - _o Z.Z -- _ i W 006 P IER IT UMBERS S 53 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. _ COM ENTS: tioi20 AlEigt) 4Ir 1M-57t rive 'Ate p ' ' Pg rn /tLoz- iiv'? c.- - D I Date: 2/5109 Hrs.: • Inspector: ) n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word %Inspection Record Form.Doc 1/13/06 T.F.D. Forrn F.P. 113 1 1 October 20, 2008 Will Harris 2151 East Beaver Lake Drive SE Sammamish, WA 98075 RE: CORRECTION LETTER #1 Development Application Number D08 -429 Pita Pit — 321 Strander BI Dear Mr. Harris: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time, the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Planning Department: Jaimie Reavis at 206 - 431 -3659 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -429 Chy of Tukwila Department of Community Development Jack Pace, Director P:\Perrnit Center \Correction Letters\2008\D08 -429 Correction Ltr # 1.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 Building Division Review Memo 0 • Date: October 14, 2008 Project Name: Pita Pit Permit #: D08- 429 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plan indicates a suspended ceiling section over the service area. The detail on sheet #4 referenced as (B A -4) is lacking some clarification regarding method of connection to the structure above. The detail note indicated "See suspension details this sheet ". The details shown do not accurately reflect this ceiling suspension connection. Please provide complete details that identify all hardware connections from the roof to the suspended beam. Specify type of hardware /fasteners and shows how the suspended framework shall be seismically secured for this specific section of suspended ceiling. Plan shall clearly show how the suspended beam enclosure shall be braced to remain in place during a seismic event. 2. Plan shall require some additional detailed information for the suspended ceiling system to meet ASCE standards. Identify type of perimeter supporting enclosure angle (typically 2 "). (ASCE Standards 9.6.2.6.2.2.) 3. Approval from King County Public Health Permit shall be required with the building permit application. Provide approved plans and permit issued by King County Health Department. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: October 20, 2008 Will Harris D08 -429 321 Strander Blvd PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 -431 -3659. 1. Please provide a parking count, based on the number of required spaces for the different uses on the site, to demonstrate how the site will conform to the parking requirements of Chapter 18.56 of the Tukwila Municipal Code (TMC) with the addition of the Pita Pit. Refer to Figure 18 -7 (attached) for the number of required parking spaces for different types of uses (i.e., fast food restaurant, retail, etc.). September 11, 2008 Will Harris 2151 East Beaver Lake Drive SE Sammamish, WA 98075 Dear Mr. Harris: tiaiG Our Brenda Holt Permit Coordinator Enclosures File: D08 -429 • RE: Letter of Incomplete Application # 1 Development Permit Application D08 -429 Pita Pit — 321 Strander B1 Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, P:\Permit Center\Incomplete Letters \2008‘12108-429 Incomplete Ltr # 1.DOC jem Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 9, 2008, is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Public Works Department: Joanna Spencer at 206 - 431 -2440 if you have any questions concerning the attached comments. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 2) joanna Comments 1 D08 -429 PUBLIC WORKS DEPARTMENT COMMENTS • DATE: September 10, 2008 PROJECT: Pita Pit T.I. PERMIT NO: D08 -429 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440, if you have any questions regarding the following comments. 1) Any food preparation operation in Tukwila requires an outside grease interceptor, single vault with double baffle per attached City of Tukwila Detail SS -14. Please contact Mr. Mike Cusick, P.E., Public Works Senior Water and Sewer Engineer at (206) 431 -2441 to discuss this issue or a possibility to connect to an existing grease interceptor(s) serving adjacent restaurant(s). (10/20/2008) Joanna Spencer - Est 741 om Seventh Sun De.pdf Seventh Sun Development Inc. 2218 Cortland P1 Suite 12 Nampa ID 83687 E -mail tammy@ssdpro.com ssdpro.com Signature Esti m ate Data 10/17/2008 Estimate # 741 Phone'# 208 -461 -0072 Fax # 208- 461 -0472 Name /Address Pita Pit Brent Palmer 18226 145rd Ave S.E. Tukwila, WA98058 Item 15400 Plumbing Sales Tax Project Pita Pit- Tukwila Grease Interceptor Description Installation of a 1000 gallon grease interceptor with lids and risers. Price includes asphalt cutting and removal and repatch. Washington Sales Tax NOTE ****Price does not include permits or any unforeseen or unmarked utilities that may need to be relocated.**** MT 157360 Id RCE -15898 Or CCB 173720 AZ ROC 188339 CA 471374 WA SEVENSD932RR Cost 21,620.00 1,924.18 Total 21,620.00 1,924.18 Total $ 23,544.18 PE „ g r CUrY PE RMANENT FILE COPY Page 1 USC Litt r.',ic4LLCL UL UL GnGw•.aaay........ QUANTITY IN CUBIC YARDS ..... .........._ —. RATE Up to 50 CY Free 51— 100 $23.50 101— 1,000 $37.00 1,001 - 10,000 $49.25 10,001— 100,000 $49.25 for l" 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH AP ATION PW may adjust estimated fees PROJECT NAME If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water a .'2) t 5 k i l .. Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review and permit fee. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 839 , 00 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2008 1 PERMIT # DOB 4 19 53, $250 (1) $ V) (5) Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206 - 296 -4708 Fax 206- 296 -0163 TTY Relay: 711 www.kingcounty.gov/health September 4, 2008 Will Harris 2151 E. Beaver Lake Dr. SE Renton, WA 98058 RE: PLANS AND SPECIFICATIONS FOR: Pita Pit at 381 Strander Blvd, Ste L, Tukwila, WA 98188 SR1166919 P/E 6713 (Risk 3) Dear Mr. Harris: • Public Health Seattle & King County The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED. Your establishment has been assigned the following plan review service number (SR1166919). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to 'paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. bos-salici RECEIVED SEP 09 PERMIT CENTER Will Harris Page 2 September 4, 2008 If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office DAB:dg enclosures cc: Brent Palmer, Owner, Pita Pit 9? • • • PERMIT CHORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -429 DATE: 10 -27 -08 PROJECT NAME: PITA PIT SITE ADDRESS: 321 STRANDER BL Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Public Works Fire Prevention ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Incomplete n n Planning Division Permit Coordinator ❑ DUE DATE: 10-28-08 Not Applicable Permit Center Use Only .+�. • :;� INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11-5-08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 429 DATE: 10 - - PROJECT NAME: PITA PIT SITE ADDRESS: 321 STRANDER BL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPARTMENTS: � Buil:n Division Public Works Ia/N c, !0 -0P) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Notation: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentshouting slip.doc 2 -28 -02 REVIEWER'S INITIALS: viCloti APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete n n n Planning Division Permit Coordinator DUE DATE: 10-14-08 Not Applicable ❑ No further Review Required DATE: 11 n DUE DATE: 11-11-08 Approved 1 I Approved with Conditions n Not Approved (attach comments) r-vr DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: I � -- — o5 Bldg [ Fire ❑ Ping PW ❑ Staff Initials: bf J PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -429 DATE: 09 -09 -08 PROJECT NAME: PITA PIT SITE ADDRESS: 321 STRANDER BL SUITE L X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Pu lic Works s *Atli a - i -o b t� P:1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 5)11414C' q 4 - -ct5 Fire Prevention 3C, Structural Incomplete Planning Division ❑ Permit Coordinator DUE DATE: 09-11 -08 Not Applicable Comments: Permit Center Use Only p� INCOMPLETE LETTER MAILED: -' I'D LETTER OF/COMPLETENESS LED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: TUESITHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: 1� APPROVALS OR CORRECTIONS: DUE DATE: 10 -09 -08 Approved n Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 10 /z7 (c8 PITA PIT Project Address: 321 Strander Bl Contact Person: Will Harris Plan Check/Permit Number: D08 -429 Phone Number: errv OCT 2 7 2 008 PERMIT ceireh Summary of Revision: D O sf.� v( t, 5 Sheet Number(s): "Cloud" or highlight all areas of revision including date of r: vision Received at the City of Tukwila Permit Center by t IX Entered in Permits Plus on ° a jL \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: LA No LdR, 't7 Date: ! d / 9 / o Project Name: PITA PIT City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.atukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: 321 Strander B1 Contact Person: Will Harris Phone Number: 4 — �1 -- 23 2 Summary of Revision: t 6; ASE 1 W34.,C ff OR-_- -- bra F T D 1 Sheet Number(s): 172- "Cloud" or highlight all areas of revision including date of re> Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \ applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: t 2 Esion Plan Check/Permit Number: D08 -429 ru ktinu OCT 0 91008 P ERMIT CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 1 0 2 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 .4 # 4 IS Sink, other (service) 3 1.5 1 . 3 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 f 6 ( Water closet, tank or valve, >1.6 GPF 8 4 kg King County Department of Natural Resources and Parks Wastewater Treatment Division DOA )-i2-9 Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type '? 5rftAti-I Pg-g- 5E-VP 1 5011t L Property Street Address --ro 4.4)1 `i e l Y b City State ZIP f ZE . 4 c Y C' ►- r2-S Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) ( 41.5 ) 7 Owner's Phone Number (with Area Code) it Property Contact Phone Number (with Area Code) Owner's Mailing Address � c 1 I I I 44., Aut. 5e Sit- I �� u.F Jv t- JA A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 Signature of Owner /Representative Drina I,I of /l•iner /Rcrirccontativo RCE Z vr /,L i A :>,,, 0 For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID# Z 304 q064 Party to be Billed (if different from m owner) _ 'er r4fiM'Hi - _ lT A E'1 (6 2 153 iz-o 4 tie. . ‹.;E:- 12-g / buk /0/ 2:0 City or Sewer District - 1 1 - ) (i✓ 1 Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes g.No Was building on Sanitary Sewer? 'f .Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? 4 /A Request to apply demolition credit to multiple buildings? ❑Yes lif No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: 1 1 7' Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ A B It1 0 1615 RCE 187 C. Total Residential Customer Equivalents: (add A & B) RCE SL' 0920 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I unde tan • that the •aclt charge levied will be based on this information and any deviation will require resubmission of corre ed rata ; / deter at •n a revised capacity charge. Date /� Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 AMERICAN 100038926 12/17/2007 Until Cancelled $12,000.00 12/19/2007 2 HALLMARK 44CL45382400 03/24/2008 03/24/2009 $1,000,000.0006 /30/2008 INS CO 1 STATE FARM FIRE 95- 65 -8859- 04/07/200704/07 /2008 $1,000,000.00 12/19/2007 8 CAS CO 2F Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERICAN CONTRACTORS INDEM CO 100038926 12/17/2007 Until Cancelled $12,000.00 12/19/2007 Name Role Effective Date Expiration Date PINHERO, ARTHUR L III PRESIDENT 12/19/2007 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County SEVENTH SUN DEVELOPMENT INC 2533076460 2218 CORTLAND PL #102 NAMPA ID 83687 OUT OF STATE Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602786930 ACTIVE SEVENSD932RR CONSTRUCTION CONTRACTOR 12/19/2007 12/19/2009 GENERAL UNUSED Business Owner Information Bond Information Insurance Information 0 https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= SEVENSD932RR Page 1 of 1 11/12/2008 L EVERY EFFORT HAS BEEN MADE TO MAKE A COMPLETE AND ACCURATE PRESENTATION OF THE WORK REQUIRED FOR THIS REMODEL. DUE TO THE NATURE OF REMODELING PROJECTS NOT EVERY CONDITION CAN BE ADDRESSED. CONTRACTOR TO OBTAIN A BUILDING PERMIT FOR ANY NEW WORK BEYOND THE SCOPE OF THESE DRAWINGS THAT IS REQUIRED DURING CONSTRUCTION, BEFORE THE NEW WORK IS BEGUN. 2. CONTRACTOR TO INFORM OWNER IF CONDITIONS REPRESENTED IN THIS DRAWING DIFFER FROM IN PLACE CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. 3. VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO CONSTRUCTION AND INFORM OWNER OF ANY DISCREPANCY. 4. DO NOT SEPARATE INDIVIDUAL SHEETS FROM COMPLETE SETS OF DRAWINGS. ONLY THE MOST CURRENT REVISED SETS of DRAWINGS SHALL BE AT THE JOB SITE. THE ARCHITECT IS NOT RESPONSIBLE FOR PROBLEMS ARISING BECAUSE OF THE USE OF OUTDATED OR SUPERSEDE SETS OF CONSTRUCTION DRAWINGS. DO NOT SCALE DRAWINGS. WRITTEN DIMENSION TAKES PRECEDENCE OVER ACTUAL SCALED MEASUREMENT. 5. ALL DESIGNS, DRAWINGS AND DETAILS REPRESENT COMPLETED IN PLACE WORK. ARCHITECT SHALL HAVE NO CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSON PERFORMING ANY OTHER PORTION OF THE WORK OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS, OR INSTRUCTIONS BY THE TENANT. 6. PROVIDE ADEQUATE CONCEALED BLOCKING AND ANCHORING FOR CEILING AND WALL MOUNTED EQUIPMENT, ACCESSORIES AND WOOD TRIM. ALL CONSTRUCTION MATERIALS SHALL BE NON - COMBUSTIBLE. 1. WHEN A MATERIAL SYSTEM IS NOTED, ALL PARTS AND MATERIALS REQUIRED TO COMPLETE THE SYSTEM SHALL BE FURNISHED AND INSTALLED PER THE MANUFACTURERS INSTRUCTIONS. 8. UNLESS OTHERWISE NOTED, ELECTRICAL CONDUITS, PLUMBING LINES, ETC. SHALL BE CONCEALED AND FRAMING SHALL BE OF ADEQUATE SIZE TO ACCOMPLISH THIS WITHOUT VARIATIONS IN THE WALL PLANE. 9. COORDINATE WITH ALL TRADES THE NEED FOR SLEEVES, BLOCK OUTS, STRUCTURAL SUPPORT OR OTHER PRESET ACCESSORIES. REFER TO DRAWINGS FOR SPECIFIC LOCATIONS OF BLOCKING IN WALLS AS REQUIRED. 10. IT 15 THE INTENT OF THESE DRAWINGS TO DEFINE A COMPLETE FINISHED JOB. ANY DISCREPANCY OR OMISSION WHICH WOULD NORMALLY BE REQUIRED TO COMPLETE THE WORK OR ANYTHING REQUIRED BY THE CITY OF TUKWILA FIELD INSPECTOR, SHALL BE PROVIDED AND FINISHED AS IF SPECIFICALLY NOTED AT NO ADDITIONAL COST: UNLESS A WRITTEN CHANGE ORDER 15 SIGNED BY THE TENANT INDICATING HIS INTENTION TO PAY FOR ADDITIONAL WORK, PRIOR TO START OF ADDITIONAL WORK. UNAUTHORIZED ADDITIONAL WORK SHALL BE PAID FOR BY THE CONTRACTOR. 11. NO ATTEMPT HAS BEEN MADE IN THESE PLANS TO DEFINE OR SEPARATE AREAS OF RESPONSIBILITY BETWEEN GENERAL CONTRACTOR, MALL OWNER AND TENANT. IT IS THE RESPONSIBILITY OF THESE PARTIES TO COORDINATE THEIR RESPECTIVE PORTIONS OF THE WORK WITI-4 THE OTHER TO AVOID DUPLICATIONS, SCHEDULING PROBLEMS, AND OMISSIONS. 12. BIDDERS ARE EXPECTED TO VISIT THE SITE TO FORM THEIR OWN CONCLUSIONS AS TO THE NATURE AND SCOPE OP THE WORK 13. WORK IS TO BE DONE IN ACCORDANCE WITI-4 ALL APPLICABLE CODES AND ORDINANCES. 14. PERFORM THE REMOVAL, CUTTING, DRILLING, ETC., OF EXISTING WORK WITH EXTREME CARE AND USING SMALL TOOLS IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF TI-4E BUILDING. 15. PATCH, REPAIR, CAP OFF AND ADAPT AS NECESSARY ALL MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS REQUIRED TO BE ALTERED DUE TO TI-4E EXECUTION OF THE NEW WORK. 16. PERFORM GUTTING OF EXISTING CONCRETE WITH SAWS AND CORE DRILLS. PO NOT USE JACKHAMMERS. 11. UNLESS SPECIFICALLY SCHEDULED FOR RE -USE BY THE OWNER, ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE REMOVED FROM THE SITE. 18. CAREFULLY REMOVE ALL MATERIALS THAT ARE SCHEDULED FOR RE -USE BY THE OWNER, AND PROTECT SAME. 19. DEBRIS FROM DEMOLITION SHALL NOT BE ALLOWED TO ACCUMULATE WITHIN THE BUILDING OR ON THE SITE. 20. LIMIT DUST TO THE LOWEST PARTICLE LEVEL. 21. PROVIDE PROTECTION FROM THE WEATHER WHERE OPENINGS IN THE EXISTING ROOF ARE CUT FOR NEW WORK AFTER WORK IS COMPLETE, REPAIR ANY DAMAGE TO THE ROOF AND MAINTAIN ALL NEW PENETRATIONS IN A WEATHER TIGHT CONDITION. NO NEW ROOF PENETRATIONS ARE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE MALL OWNER PRIOR TO EXECUTION OF THE WORK, IN ORDER TO MAINTAIN ROOFING WARRANTY. PENETRATIONS IF ANY SHALL BE MADE BY THE MALL OWNERS ROOFING CONTRACTOR 22. ALL EXPOSED UTILITY SYSTEMS, CONDUIT, DUCTWORK, WIRE MOLDING, PIPING, ETC., TO BE INSTALLED IN A NEAT ORDERLY MANNER FOR A "FINISHED" APPEARANCE AND PAINTED TO MATCH ADJACENT SURFACES. 23. SAFETY SNORE EXISTING CONSTRUCTION WHENEVER EXISTING SUPPORTS ARE REMOVED TO ALLOW THE INSTALLATION OF NEW WORK 24. REBUILD ANY EXISTING WORK WHICH HAS TO BE REMOVED TO ALLOW THE INSTALLATION OF NEW WORK AS REQUIRED BY THE ARCHITECT OR OWNER. 25. FIRE SPRINKLER SYSTEM IS EXISTING AND SHALL COMPLY WITH N.F.P.A. 13 AND CITY ORDINANCE. DRAWINGS SHALL BE PREPARED BY SPRINKLER SUBCONTRACTOR AND SUBMITTED TO THE CITY OF TUKWILA FIRE DEPARTMENT FOR REVIEW AND APPROVAL. THE SYSTEM SHALL BE TESTED AND APPROVED BY THE CITY OF TUKWILA FIRE DEPARTMENT PRIOR TO CERTIFICATE OCCUPANCY. 26. REPORT ANY BUILDING DEFICIENCY OR UNSAFE CONDITION OF ANY KIND TO OWNER AND ARCHITECT. 21. SEPARATE PERMIT IS REQUIRED FOR NEW EXTERIOR SIGNAGE. (NOT APPLICABLE THIS PROJECT) 28. EXISTING ROOFTOP MECHANICAL UNITS ARE TO REMAIN AND BE REPAIRED TO GOOD WORKING ORDER INSPECT AND ADVISE OWNER OF REQUIREMENTS FOR REPAIR. 29. TENANT SHALL PROVIDE STOREFRONT SIGNAGE / INSTALLATION BY CONTRACTOR REFER TO MALL GUIDELINES FOR INSTALLATION REQUIREMENTS AND CRITERIA. TENANT TO SUBMIT SIGNAGE SHOP DRAWINGS TO MALL MANAGEMENT FOR REVIEW AND APPROVAL. 30. ARCHITECT CANNOT AND DOES NOT WARRANT TI-4E SAFETY OR INTEGRITY OF THE EXISTING BUILDING OR ANY OF ITS COMPONENTS OR THAT THE ORIGINAL BUFLDFNG WAS CONSTRUCTED TO CODE. THE ARCHITECT'S INVOLVEMENT WITH THE EXISTING BUILDING IS SOLELY LIMITED TO THE NEW WORK SHOWN IN THE ARCHITECTURAL DRAWINGS. 31. CONTRACTOR TO COMPLY WITH THE UNIFORM BUILDING CODE IN DETERMINING THE SAFETY OF THE EXISTING BUILDING DURING CONSTRUCTION. 32. CONTRACTOR TO MAINTAIN PROPER LIGHTING, VENTILATION, AND SANITATION AT ALL TIMES DURING CONSTRUCTION. 33. COORDINATE ACCESS TO MALL, METHOD OF DEBRIS DISPOSAL, CONSTRUCTION BARRICADE, CONSTRUCTION AND DEMOLITION WITH MALL MANAGEMENT. 34. PO NOT COVER WORK UNTIL APPROVED BY TI-4E CITY OF TUKWILA BUILDING INSPECTOR. 35. ALL CONTRACTORS SHALL BE BONDABLE, LICENSED CONTRACTORS CAPABLE OF PERFORMING QUALITY WORKMANSHIP. 36. CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE FOR CONSTRUCTION IN ACCORDANCE WITH LANDLORD AND TENANT REQUIREMENTS. 31. USE OF ANY CONSTRUCTION MATERIAL CONTAINING ASBESTOS EITHER TEMPORARY OR PERMANENT IS PROHIBITED. • 2M. SEPARATE PERMIT REQUIRED FOR: fitmdchanicai Electrical UtiPlumbing I'Gas Piping City of Tukwila BUILDING DIVISION SITE PLAN NOT TO SCALE 5TRANDER. . eC L E :AR. FOR REFEREN S NL" t` By 1 Date: No chap des shall be made to the scope of work without prior a r Tukwila Building i oval of NOTE: Revisions will require Drew plan submittal and may include additional plan review fees, cola. covivatic, t OttoNI So r � City �cl'I Tukwila l:d� 3�LDIN DMSION FILE COPS Permit No. r2r2E. Mar review approval Is subject to error and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy an condltions is� ' o iledgcd: Piapir g PROJECT DATA: PROJECT NAME: PITA PIT RESTAURANT SCOPE OF WORK: PROJECT OWNER: PROJECT ADDRESS: PROJECT LANDLORD: OCCUPANCY GROUP: BUILDING AREA: EXISTING BUILDING TYPE: ZONING: PARCEL AREA: TAX PARCEL No.: P -1 P -2 P -3 00 ft M -1 MECHANICAL SPECIFICATIONS M -2 H.V.A.C. PLAN AND DETAILS TENANT IMPROVEMENT PROJECT - NEW RESTAURANT IN EXISTING RETAIL SPACE: NEW FINISHES, RESTROOM, EQUIPMENT AND LIGHTING BRENT PALMER 18226 153RD AVE. S.E. RENTON, WA 98058 SOUTHCENTER PLAZA 381 STRANDER BLVD., SUITE L TUKWILA, WA 98188 REGENCY CENTERS 1601 114TH AVE. S.E., SUITE 135 BELLEVUE, WA 98004 CONTACT: ELISABETH STONER (425) 109 1963 A -Z. 1,063 S.F. TYPE 11 N FULLY SPRFNKLERED TUC (CITY OF TUKWILA COMPREHENSIVE PLAN CHAPTER 18.28 $UILDING CODE: 2006 INTERNATIONAL BUILDING CODE (I.B.C.), 2006 EDITION - AS ADOPTED AND AMENDED BY THE STATE OF WASHINGTON STATE, 5.66 ACRES 2623049064 LEGAL DESCRIPTION: THAT PORTION OF . THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, OF THE WILLFAMETTE MERIDIAN: IN KING COUNTY WASHINGTON. COMMENCING AT THE SOUTHWEST CORNER OF THE SOTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 26: THENCE NORTH 01° 10' 24" EAST, ALONG SAID WEST LINE OF SAID SOUTHWEST QUARTER 1,293.51 FEET TO THE SOUTH MARGIN OF STRANDER BOULEVARD: THENCE SOUTH 88° 15' 33" EAST, ALONG SAID MARGIN 665.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION. THENCE SOUTH 01° 44' 21" WEST, 63.00 FEET TO A POINT OF TANGENT CURVATURE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 130.00 FEET: THENCE SOUTH Sa° 15' 33" EAST, 212.11 FEET THENCE SOUTH 01° 44' 21" WEST, 62.00. FEET THENCE SOUTH 88° 15' 33" EAST, 9.00 FEET THENCE SOUTH 01° 44' 21" WEST, 62.00 FEET THENCE NORTH BEY 15' 33" WEST 133.00 FEET THENCE SOUTH 0I° 44' 21" WEST, 150.00 FEET THENCE SOUTH 88° 15' 33" EAST, 299.82 FEET THENCE SOUTH 34° 33' 18" EAST 204.52 FEET THENCE SOUTH 88° 15' 33" EAST, 116.14 FEET TO THE WEST MARGIN OF ANDOVER PARK WEST: THENCE NORTH 01° 03' 25" EAST ALONG SAID WEST MARGIN 515.42 FEET TO THE SOUTH MARGIN OP STRANDER BOULEVARD: THENCE NORTH 8S° 15' 34" WEST ALONG SAID SOUTH MARGIN 641.13 FEET TO THE TRUE POINT OF BEGINNING AND TERMINUS OF THIS LEGAL DESCRIPTION. TOGETHER WITH AND SUBJECT TO AN OPERATION AND EASEMENT AGREEMENT BETWEEN DAYTON HUDSON CORPORATION AND S - H - BENOLIEL ROMNEY No. 119 RECORDED AT KING COUNTY UNDER FILE NUMBER 8902211002, AND ANY EASEMENTS AND RESERVATIONS OF RECORD. VICINITY MAP NOT TO SCALE 51 --IEET INDEX: T -1 COVER SHEET, GENERAL NOTES, PROJECT DATA, SHEET INDEX, SITE 4 VICINITY MAP A - 1 CONSTRUCTION FLOOR PLAN 4 FLAG NOTES, DOOR SCHEDULE AND NOTES A -2 EQUIPMENT PLAN AND SCHEDULE A -3 FINISH PLAN AND SCHEDULE, TILE DETAILS A -4 INTERIOR ELEVATIONS A -5 SECTIONS AND PETALS PLUMBING NOTES AND DETAILS PLUMBING WASTE PLAN, SCHEDULE AND PETALS. PLUMBING DETAILS E -I ELECTRICAL PLAN AND DETAILS E -2 ELECTRICAL SCHEDULE AND DETAILS E -3 LIGHTING PLAN, NOTES AND DETAILS RECEIVED SEP092000 PERMIT CENTER eeonniv ui Li pp 4 QC 0 k di 0 1 2 3 al co ot o U ua REVISIONS SHEET 11 WILL HARRIS ARCHITECTS 2151 E. Beaver Lake Dr. SE Sammamish, WA 98075 Ph: (425) 391 -2321 Fax (425) 391 -2750 4048 R GIST A.• 1 RC s^ WILLIAM L. HARRIS STATE OF WASHINGTON illl illl fl puu 0 11 0 of a 1- II (Di V C° DATE 08/06/08 SCALE AS NOTED DRAWN JOB M.S.J. BY 1 OF 1 SHEETS CONST CT ION F 0 EXISTING STOREFRONT - NO CHANGES. O NEW TYPE ONE EXHAUST HOOD SYSTEM - SEE ENGINEERING DRAWINGS AND EQUIPMENT PLAN. n SEE FINISH PLAN FOR MATERIALS SPECIFICATION. K4) NEW WALL TO S' - 0" A.F.F. 3%" x 20 GAUGE STEEL STUDS. CEILING JOISTS AT 24" O.C. ACROSS TO RESTROOM WALL CEILING HEIGHT 8' -0'E A.F.F. O HAND SINK AS REQUIRED BY HEALTH DEPARTMENT - SEE ENGINEERING DRAWINGS AND EQUIPMENT PLAN. (6) FLOOR DRAIN - SLOPE 2' -0" x 2' -0" SECTION TO DRAIN. RESTROOM COMPLIES WITH ACCESSIBILITY STANDARDS - SEE INTERIOR ELEVATIONS FOR DETAILS. (S) R -13 GATT INSULATION - ALL RESTROOM WALLS AND CEILING. ( 6" x 20 GAUGE STEEL STUDS AT 24" O.C. AT PLUMBING WALL. (10) NEW GAS WATER HEATER - SEE PLUMBING PLANS. DRAIN TO MOP SINK BELOW. 0 SHELF OVER FOR WATER HEATER AND DRY STORAGE. 3%" x 20 GAUGE STUDS AT 12" O.C. TO DOUBLE STUD AT EDGE. SECURE TO EXISTING STUDS WITH (3) X10 SCREWS (MIN.) • NEW 200 AMP SERVICE EXISTING - SEE ELECTRICAL DRAWINGS. n EXISTING BACK DOOR - ACCESS FOR DELIVERIES (14) EXISTING H.V.A.C. DROP FROM NEW ROOF TOP UNIT. FRAME WALL SEPARATING BACK ROOM FROM SERVICE AREA TOY" BELOW DUCTWORK. O EXHAUST FAN IN CEILING - SEE ELECTRICAL DRAWINGS. (16) BRACE TOP OF WALL WITH 3 %" x 20 GAUGE STUDS AS REQUIRED. n EXISTING DEMISING WALL - NEW FINISHES PER PLAN EXISTING SAWCUT IN CONCRETE FLOOR - SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR WASTE LINES. 00 — AN F NOT 5: SYMBOL co QH 0 n Isl DESCRIPTION PENDANT (LOW VOLTAGE mr16 20 WATTS EACH HEAD) NITS LITE - MOUNTED OVER P.O.S. STATIONS PER OWNER PENDANT (LOW VOLTAGE mr16 20 WATTS EACH HEAD) PER OWNER SURFACE MOUNTED TRACK LIGHTING (LOW VOLTAGE mr16 20 WATTS EACH HEAD) PER OWNER RECESSED 2' x 2' TROFFER RECESSED 2' x 4' TROFFER RECESSED 1' x 4' FLUORESCENT STRIP EXTERIOR WALL MOUNTED SCONCE PER OWNER SURFACE MOUNTED SUPPLIED W/ COOLER AND FREEZER RECESSED CAN LIGHT PER OWNER WALL OR CEILING MOUNTED EXIT LIGHTS WITH EGRESS LIGHTS CEILING SCHEDULE REMARKS 1 -20 (mr16) 1 -20 (mr16) 1 -20 (mr16) 2 -U32 TS WITH SHATTER PROFF LENS AND SMOOTH SURFACE OUT SEALED 3 -U32 TS WITH SHATTER PROFF LENS AND SMOOTH SURFACE OUT SEALED 2 -F32 TS WITH FLANGE KIT FOR GYP CLG. 1 -50WMH 1 -100W 1(26W) PLT SPEAKERS TO BE MOUNTED INSIDE T -BAR CEILING OVER EGG GRATES AND WIRING BACK TO STEREO. COMPLETE WITH BATTARY BACK UP FURNISHED BY: TENANT G.C. INSTALLED BY: TENANT G.G. r DRINK STATION JEGEND: L TO BE REMOVED. p INING 14 SEATS 3% x 20 GA. STEEL STUDS AT 24" O.C. WITH %" G.W.B. EACH SIDE. (ON.O.) EXISTING WALL TO REMAIN. 29' -9 3/4" CL-2 AT 9' -6" AFF. SERVICE 51' -10 3/4" y 5' -4" CONSTRUCTION FLOOR FLAN SCALE: Y4" = 1' -0" 3 1/4" 4' -4 1/2" S 1/4" DEL IYERIES 12 I • 5 NEON , OPEN SIGN X ENTR'*r DRINK ST,4T I ON s 0 r DINING NINNE■7111 SERVICE 0 RIES 7 -O C CL -3 AT 3' -6" APP. KL V1LVv :L) rook CODE COMPLIANCE A? PROVED NOV - 5 2008 N 0' City Of ` ,Ikwfla BUJLQINgpIVISION GENERAL. DOOR SC EDULE NOTES: 1. ALL DOORS SHALL BE 1 3/4" THICK, UNLESS NOTED OTHERWISE. 2. ALL DOORS SHALL BE TRIMMED AT THRESHOLD TO PROVIDE 1/4" MINIMUM CLEARANCE ABOVE DOOR FINISH MATERIAL TO PERMIT FULL DOOR SWING. 3. CONTRACTOR SHALL VERIFY ACTUAL DOOR HEIGHT REQUIRED FOR DOOR FRAME SYSTEM. 4. ALL EXIT DOORS TO HAVE SIGN WHICH READS: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." SIGN SHALL BE MIN. I" LETTERS ON CONTRASTING BACKGROUND 5. LEVER TYPE OPERATING HARDWARE TO BE PROVIDED TO ALL DOORS IN BUILDING WITH /LATCH SET OR LOCK SET. 6. DIMENSIONS FOR UNDERCUT DOORS IF ANY SHALL BE MEASURED FROM TOP OF FINISH FLOORING MATERIAL. - 1. THE INTERNATIONAL SYMBOL OF ACCESS TO BE DISPLAYED AT DOOR No. ONE AND REST ROOM DOORS. S. DOOR IN THE FULLY OPEN POSITION SHALL NOT REDUCE THE REQUIRED EXIT WIDTH BY MORE THAN 4 INCHES 9. EXIT DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6' -S" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH. CODE SEC. 3304(e). 10. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL S1 -IALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE A5 ABOVE IN EGRESS DIRECTION. 11. HAND - ACTIVATED POOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR 12. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 4S" A5 MEASURED AT RIGHT t GHT AN L DS TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. THE FLOOR OR LANDING SHALL BE LESS THAN OR EQ. TO 1/2" LOWER T 13. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND A MINIMUM OF 1S" PAST THE STRIKE EDGEFOR INTERIOR DOORS. 14. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC SLIDING SHALL NAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 15. MAXIMUM EFFORT TO OPERATE DOORS S1 -1,4LL NOT EXCEED S. POUNDS FOR EXTERIOR DOORS AND A 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED NCREAS ED RTO AND MAXIMUM ALLOWAB�E SLIDING OR APPROPRIA TE plN � AUTHORITY, NOT DEVICES OR AUTOMATIC DOOR OPERATORS MA BE TO EXCEED 15 POUNDS. CODE SEC. 3304. 16. GLAZING W /IN 2' OF DOORS SHALL BE SAFETY TYPE. 11. DOORS WITH CLOSERS, TO BE EQUIPPED WITH "HEAVY DUTY" CLOSERS PER OWNERS REQUEST. CEILINCA FLAN SCALE: 4" = 1' -0 T. 3 1 -0 " 1' -0" SECURITY LENS MAXIMUM U -VALUE = 0.60 HOLLOW METAL A l - 0 " ADA SIGNAGE / SELF CLOSING HARDWARD DOOR riFE SOLID CORE WOOD 3'-0 3' - 0" VIEW PORT IDOOR SCI -EDULE ENRTY DOORS DELIVERY TO EXTERIOR HALL TO UNISEX RESTROOM ELLIASON DOOR co z at 0 2 4 3' -0" x 5' - 0" 3' - 6" x 7' -0" 3' - 0" x "(' -0" 3' - 0" x 1' -0'E 1 3/4" 1 3/4" 1 3/4" 1 3/4" FRAME a z X X DOOR BRONZE ANODIZED PAINT PAINT BRONZE ANODIZED PAINT PAINT PRE FINISHED STAINLESS STEEL O O X X X X BRONZE ANODIZED PAINT PAINT PAINT w 1- 0 O Q 1 3 4 X X 9 a fK REMARKS RECEIVED SEP 0 9 2008 PERMIT CENTER EXISTING SELF - CLOSING - POST "BUSINESS HOURS" SIGN SELF- CLOSING A.D.A. SIGNAGE REVISIONS BY 1 WILL HARRIS ARCHITECTS 2151 E. Beaver Lake Dr. SE Sammamish, WA 98075 Ph: (425) 391 -2321 Fax (425) 391 -2750 `7/1/7V - ; (1Y- q/ /0 . 1 w 0 i v u ot 1N1 n < u _ a_ On GI 11 11 II II 11 II *4 11 11 � N 3 (D col DATE 08/06/08 SCALE AS NOTED DRAWN M.S.J. JOB SHEET A 1 1 OF 4 SHEETS DRINK STATION ENTRY EQUIPMENT SC1-E UL EQUIP. MANUFACTURER, MODEL No. SIZE PLUMBING ELECTRICAL ITEM SUPPLY NO. DESCRIPTION AND INFORMATION L x W x H CHARACTERISTICS REMARKS INCHES 1-4W CW WASTE G.G. P.P. O PITA TABLE 2 UNIT TRUE1SSU- 12 -3 ®M OR 60-30M - f2 x 34 x 41 NONE SELF CONTAIN 115 / X00 / 1 / 10.5 AMPS X 511 CASTERS. 115 /60 /1 /10.5AMPS CAPTIVE -AIR TYPE 1 HOOD 48 x 59 x 23 NONE SELF CONTAIN 120 / 6 ®/ 1 CANOPY EXHAUST HOOD X © MODEL # 4824 ND- 2 -PSP -F 120 / 60 / 1 © CHEF BASE TRUE *`i'RCB -52 52 x 33 x 26 NONE SELF CONTAIN 115 / 60 / 1 / 8.1 AMPS X 5" CASTERS 4 GRIDDLE STAR 136T OPTIONAL GAS STAR 836 T 36 x 24 x 14 NONE SELF CONTAIN 208 / 240 x SINGLE OR 3 PHASE - OPTIONAL CAS © SMOOTHIE STATION TUC-21 55 TUC-21F 30 x 28 x 38 NONE SELF CONTAIN 115 / 60 / i / 3.9 AMPS 115/60/ 1/ S.3AMPS X PROVIDED WITH 5" CASTERS. (2) UNITS COOLER / FREEZER SINK CABINET GK FIXTURES 12 x 24 x 36 1/2" 1/2" 2'1 X MILLWORK COUNTERS 0 CHIP RACK FRITO LAY 24 x 12 x 52 NONE X TEL CHIP RACK AND WHEELS MICROWAVE 21 x 12 x 14 NONE 120 / 60 / 1 X LOCAL OWNER SUPPLIED 0 COKE COOLER GDM -12 1 DOOR 25 x 23 x 62 NONE SELF CONTAIN 115 / X00 / 1 / 9.2 AMPS X ORDER THRU COKE BOTTLE 10 PHONE / FAX SHARP DUX - P200 16 x 12 x S NONE 115 / 60 / 1 X LOCAL OWNER SUPPLIED 0 P.O.S. SYSTEM ALOHA P.O.S. SYSTEM 13 x 15 x 14 NONE 115 / 60 / 1 X (2) TERMINALS (1) OFFICE BASE PER PLAN ® NAND SINK TARRISON COMMERCIAL COMERCIAL STAINLESS 11 x 16 x 14 1/2" i/2" 2 X SUPPLIED WITH FAUCET 0 THREE COMPARTMENT SINK TARRISON PRODUCTS COMMERCIAL STAINLESS 90 x 28 x 36/4 1/2" 1/2" 2 X 135 SUPPLIED WITH 12" "POWER FORCE" 14 MOP SINK 24 x 24 x S 1/2" 1/2" 2" X LOCAL CONTRACTOR TO SUPPLY 0 CHROME SHELF RACK METRO 5 TIER WIRE SHELVING SYSTEM 4S x 18420 x 14 NONE X 18 CHROME SHELF RACK METRO 4 TIER WIRE SHELVING SYSTEM 48/60/12 x 14 x X03 NONE X COOLER: 8 POSTS AND 16 "S" NOOKS FREEZER: 4 POSTS 0 CHROME SHELF RACK METRO (3) -1 SHELF WALL HUNG 42" x 14" NONE X WALL MOUNTED SHELVING 18 SERVICE COUNTER GK FIXTURES 312 x 21 x 49 NONE X COUNTERS WiTH GLASS INSERTS / SNEEZE GUARDS 19 DROP —IN NAND SINK ADVANCE MODEL VI -1 -10 IS x 18 x 8 1/2" 1/2" 2" X SUPPLIED WITH FAUCET 20 WALK -IN FREEZER NOR LAKE 12 x 48 x 106 NONE SELF CONTAIN 14 AMPS 208 -230 / 60 / 1 X SUPPLIED WITH INSULATED FLOOR ® WALK -IN COOLER NOR LAKE 12 x 96 x 106 NONE SELF CONTAIN 14 AMPS 208 -230 / 60 / 1 / X SUPPLIED WITH INSULATED FLOOR ® PREP SiNK TARRiSON PRODUCTS MODEL No. SS1 -18 39 x 2S x 36 -41 1/2" 1/2" 2" — X SUPPLIED WITH FAUCET ® SLICER TABLE TARRiSON PRODUCTS MODEL No. T -360 -8 60 x 30 x 35 NONE X STAINLESS STEEL WITH NESTING TABLE /BASE SHELF 24 BLENDER VITA -MIX MPX36000 10 x i1 x 22 NONE 120 / 50 / 60 / 15 AMPS X (2) UNITS PER STORE m GARBAGE CAN 32 GAL. RUBBERMAID 22 x 34 NONE 32 GAL. X 26 TABLE NENDRIX 30 x 30 x 35 / NONE X SQUARE /ROUND TABLE 30" R x 35 0 CHAIR NENDRIX 18 x 22 x 32 NONE X TUBULAR STEEL "RHONDA" 28 SODA FOUNTAIN UNIT COKE FOUNTAIN / GK FIXTURES COUNTER 23 x 30 x 30 NO 3/8" 1 115 / 60 / 1 / 3.5 AMPS X ON 84 x 32 x 34 COUNTER 0 ICE MACHINE SCOTSMAN ICE UNIT 22 x 24 x 2S NO 3/8" 1 115 / 60 / 1 / 5.1 AMPS x CME306AS ON TOP OF SODA FOUNTAIN UNiT 30 GREASE INTERCEPTOR SUGGESTED: MIFAB MODEL No. Mi -G -5 2S x 19 x 15 NONE 3" X LOCAL CONTRACTOR TO SUPPLY 0 16 GUAGE S/5 AND COMES STANDARD WITH A 9 X 14 WINDOW - FINISHED SWING DOOR ELIASON MODEL No. DSP3- RH -36 -84 S/S 36 x 84 NONE X OPENING MUST BE 36 x 82 CLEAR TO FIT DOOR, FRAME IS NOT PROVIDED SLICER BERKEL 20 x 25 x 11 NONE 115 / 60 / 1 / 2.5 AMPS X 12" MANUAL. SODA FOUNTAIN CABINET W/ GK FIXTRUES COUNTER 84 x 32 x 34 NONE X MILLWORK CABINET CUSTOM TRASH CAN TRASH CAN 24 x 24 x 42 34 FOOD PROCESSOR ROBOT COUPE 9 x 11 x 11 NONE 120 / 60 / 1 / 13 AMPS X R2DICE E35) SNEEZE GUARD root) GUARD TOTAL LENGTH 69 OF NONE X GUARDS OVER PITA TABLES WITH CENTER POST IN THE MIDDLE AT 34.5 - POSTS x 22 GLASS PANELS ARE 32.625 x .25 TEMPERED GLASS X 20.5 (36) SOUP WARMER SERVER 14 x 14 x 23 NONE 1500 WATTS / 12..5 AMPS X FRANCHISEE TO ORDER 0 COOKIE OVEN OTiS SPUNKMEYER 20 x 21 x i0 NONE 120 / 60 / 1 / 11 AMPS X OPTIONAL SUPPLIER 38 MENU BOARDS ABRACADABRA SIGNS 38 / 90 x 36 / 48 NONE N/A X HANG FROM CEILING - SEE CEILING PLAN 39 EXTERIOR SIGNAGE ABRACADABRA SIGNS VARIES NONE T.B.D. X WALL OR POLE MOUNT 40 PENDENT LIGHTS SEA GULL LIGHTING 16 x 54" CORD NONE T.B.D. X HANG FROM CEILING - SEE CEILING PLAN 41) DESK, CHAIR 4 COMPUTER NONE X FRANCHISEE TO SUPPLY HOLDEN WRAP WAX REGEPY. WA5TE ' -10 1/2' 2' -10 1/2' SERviCE 34" H 42A 34" x ll" EQUIPMENT FLAN SCALE: Y4" = 1' -0" 1 L J I i 20 1 L. J IZZZZZZZ 4' x ID" CODE COM9LIANCE APPROVED 1\0V - 5 21108 City Of Tukwila MOM 01\1151_011_ RECEIVED SEP 0 9 2008 PERMIT CENTEE REVISIONS BY u 1 WILL HARRIS ARCHITECTS 2151 E. Beaver Lake Dr. SE Sammamish, WA 98075 Ph: (425) 391 -2321 Fax (425) 391 -2750 S GIST ARC CT WI>'LIAM LHARRIS STATE OF WASHINGTON 4048 r.," a' 1 '(Vtvz ( Jr-- VT/4 O � u .11 11 � 3 I I� � � \ , 3 0 (I) y 0 0 cs) cc) DATE 08/06/08 SCALE AS NOTED DRAWN M.S.J. JOB SHEET jtk MEI 2 OF 4 SHEETS I-- 1I\1Ib+-1 Sc b UL•E LbCbNL): FLOORS WALLS WALLS F -1 ITEM: CERAMIC TILE - OLYMPIA TILE PALO SERIES SUPPLIER: OLYMPIA / THOMPSON - PITA PIT USA SUPPLIES NEW FLOOR TILE COLOR: TERRACOTTA SIZE: 12" x 12" CERAMIC TILE GROUT: NATURAL GRAY FLOOR GROUT REMARKS: CONTRACTOR TO SUPPLY MORTAR AND GROUT. CONTRACTOR TO ALSO SUPPLY "SEALER" THAT CAN BE ADDED TO THE WATER AND USED TO SEAL THE FLOOR AFTER THE CONSTRUCTION IS DONE, AND DURING FINAL SANITIZATION OF THE STORE. F -2 ITEM: PORCELAIN TILE MFR: CROSSVILLE COLOR: BROWN TWEED COLOR *: A150 SIZE: 8" x 8" CROSSTREAD REMARKS: GROUT: POLYBLEND GROUT *52 TABACCO BROWN CONTACT: OLYMPIA / THOMPSON NELSON COSTA PHONE: (208)818 -8024 W -1 LOCATION: CUSTOMER SERVICE AREA MFR: SHERWIN WILLIAMS COLOR: PITA PIT GREEN ITEM: COLOR ACCENTS SATIN ARCHITECTURAL ACCU TINT 3010 INTERIOR LATEX COLOR BAC COLORANT OZ. 32 64 128 EW -1 LOCATION: EXTERIOR WALLS (LANDLORD APPROVED) MFR.: SHERWIN WILLIAMS COLOR: ANY COMBINATION OF EXTERIOR SATIN SW 6006 BLACK BEAN (DARK BROWN) SW 6811 POSITIVE RED SW6926 LUCKY GREEN SW 6381 COMPATIBLE CREAM NOTES: EXTERIOR OF THE STORE NEEDS TO BE IN GOOD CONDITION. NEW EXTERIOR PAINT IS HIGHLY SUGGESTED, IF ALLOWED BY LANDLORD. FORMULA: 51 -BLACK 32 G2 -NEW GREEN 4 30 LI -BLUE 6 4 ONE GALLON BRIGHT YELLOW Y38Y00151 640516308 W -2 LOCATION: PREP 4 RESTROOM MFR.: SHERWIN WILLIAMS PRODUCT $: INTERIOR PROMAR 200 SEMI -GLOSS INTERIOR LATEX: COLOR: YELLOW COLOR BAC COLORANT OZ. 32 64 128 FORMULA: B1 -5LACK 3 1 Y3 -DEEP COLD 68 R2- MAROON 1 ONE GALLON EXTRA WHITE 531W02251 640354213 P -1 LOCATION: PRIMER CUSTOMER SERVICE AREA MFR: SHERWIN WILLIAMS COLOR: PITA PIT GREEN ITEM: PREPRITE PROBLOCK FLAT ACCUTINT 3010 EXTERIOR LATEX MANUAL FORMULA 6450 EASY GREEN 100% OF FORMULA BOOK COLOR BAC COLORANT OZ. 32 64 128 FORMULA: 151 -15LACK 8 G2 -NEW GREEN 30 Y3 -1DEEP GOLD 38 ONE GALLON WHITE PRIMER 55IW00020 6006258 W -3 LOCATION: SERVICE AREA BACK SPLASH ITEM: CERAMIC TILE MFR: OLYMPIA TILE PRODUCT *: 8" x S" OLYMPIA TILE NAME: TUCSON SERIES = ALTA VISTA COLOR: CREAM 4 TERRACOTTA SIZE: 8" x 8" GROUT: *22 SAHARA -TAN NON - SANDED FROM CUSTOM BUILING PRODUCTS CANADA LTD. OR LATICRETE SPECTRALOCK EPDXY GROUT WWW.LATICRETE.COM (COLOR MATCH CLOSEST TO THE CREAM COLOR TILE. NOTES: TILE MUST BE INSTALLED IN DIAMOND FORMATION 5:1 RATIO OF CREAM TO TERRACOTTA IN THE FIELD, WITH A CREAM BORDER AROUND TOP AND BOTH SIDES TILE HEIGHT IS 100" MIN. - 120" MAX. CONTRACTOR MUST SUPPLY ALL MORTARS AND GROUTS. TILE IS SUPPLIED THROUGH PITA PIT USA WALL 54SE ALTERNATE / NOTES 5-1 ITEM: A HALF CERAMIC FLOOR TILE (6 ") H SUPPLIER.: OLYMPIA / THOMPSON - PITA PIT SUPPLIES NEW FLOOR TILE NAME: OLYMPIA TILE PALIO SERIES COLOR: TERRACOTTA GROUT: NATURAL GRAY FLOOR GROUT REMARKS: CONTRACTOR TO SUPPLY MORTAR AND GROUT. CONTRACTOR TO ALSO SUPPLY "SEALER" THAT CAN BE ADDED TO THE WATER AND USED TO SEAL THE FLOOR AFTER THE CONSTRUCTION IS DONE, AND DURING FINAL SANITIZATION OF THE STORE. CONTRACTOR MUST CHECK WITH LOCAL HEALTH DEPARTMENT. A SUGGESTED TYPE OF COVER BASE THAT MATCHES IS THE 6" QUARRY TILE BASE A �� � MURALS: ABRACADABRA MENU BOARDS: ABRACADABRA CONTACTS: STEVE GREEK PHONE: (519)632 -5220 EMAIL: STEVE W -4 LOCATION: PREP ROOM WALLS ITEM: CERAMIC TILE PRODUCT*: 6" x 6" CERAMIC WALL TILE NAME: ELIAN MAXI -WHITE BRIGHT COLOR: MODEL *131333 (OR EQUIVALENT) SIZE: 6 x 6 GROUT: A WHITE NON - SANDED GROUT MUST BE USED NOTES: TILE MUST BE INSTALLED ON THE WALL BEHIND THE AREAS OF THE PREP - SLICER CABLE, MOP SINK, NAND SINK, PREP -SINK AND THE TRIPLE COMPARTMENT SINK. TILE MUST EXTEND FROM FLOOR TO THE HEIGHT OF 84 MIN. AND 12" OVERHANG ON EACH SIDE OF UNITS. CONTRACTOR MUST SUPPLY WHITE TILE, GLUES AND GROUT (OR FRP). (OPTIONAL: FRP WHITE WALL PANELS MAY BE USED ON PREP ROOM WALLS INSTEAD OF TILES). S. UPFL IERS B -2 ITEM: TILE BASE (INTEGRAL BASE COVING) COLOR: BROWN TWEED SIZE: 6" x S" GROUT: POLYBLEND *22 SAHARA TAN ITEMS. SUPPLIER: CONTACT INFORMATION: PAINT AND STAIN SHERWIN WILLIAMS HTTP : / /SHERLINK. SHERWIN .COM /SWAPP /SEARCH /SEARCH.DO TILE - FLOOR OLYMPIA / THOMPSON NELSON COSTA (208)818 -8024 NELSON.COSTAePITAPITUSA.COM TILE - WALL OLYMPIA / THOMPSON NELSON COSTA (208)818 -8024 NELSON.COSTA6PITAPITUSA.COM P.O.S. RADIANT SYSTEMS ANDREW REX (81 -1586 ANDREW.REX�RADIANTSYSTEMS.COM EXTERIOR SIGNAGE (LOCAL SIGN COMPANY) ITEMS: SUPPLIER: CONTACT INFORMATION: CE I L INCcS NOTES CL -I ITEM: PAINTED NATURAL HIGH CEILINGS - (MIN. 12' NIGH) MFR: SHERWIN WILLIAMS PRODUCT *: SATIN INTERIOR LATEX COLOR: SW 6153 PROTE'G' BRONZE SW 6160 BEST BRONZE SW 6006 BLACK BEAN CL -1 NOTES: IN CUSTOMER AREA ONLY, METAL ITEMS REQUIRING PAINT, USE HIGH QUALITY LATEX ENAMEL OR OIL ENAMEL APPROVED RED COLOR COLOR: DTM R GLOSS 1566R 38 SAFEETY TY REED D EXAMPLES: EXPOSED HEAVING AND COOLING DUCTS, COVERS, EXPOSED VENTILATION OR EXHAUST DUCTS AND EXPOSED PIPING. W -5 LOCATION: RESTROOM WALLS ITEM: CERAMIC TILE PRODUCT*: 6" x 6" CERAMIC WALL TILE NAME: ELIAN MAXI -WHITE BRIGHT COLOR: MODEL *131333 (OR EQUIVALENT) SIZE: 6" x 6" GROUT: A WHITE NON - SANDED GROUT MUST BE USED NOTES: TILE MUST BE INSTALLED ON ALL RESTROOM WALLS, FROM FLOOR TO THE NE(GNV OF 48" MIN. CONTRACTOR MUST SUPPLY WHITE TILE, GLUES AND GROUT (OR FRP). (OPTIONAL: FRP WHITE WALL PANELS MAY BE USED INSTEAD OF TILES). IF FRP PANELS ARE USED IN TI-4E RESTROOMS THEN IT MUST GO TO A HEIGHT OF 96" MIN. EQUIPMENT HENDRIX JOANNA JACKSON 1- (800)267 -8182 EXT 239 JOANNA6HENDRIXEQUIP.COM WALL MURALS ABRACADABRA STEEVE GREER (519)632 -5220 STEVE49A5RACADA5RASIGNS.COM MENU BOARDS ABRACADABRA STEEVE GREER (519)632 -5220 STEVE6A5RACADA5RASIGNS.COM COUNTERS GK STORE FIXTURES JOHNNY COUNTERS (613)384 -1991 GKSTOREFIXTURESQBELLNET.CA CL -2 ITEM: T x 2' "T -BAR" SUSPENDED MFR: ACCOUSTICAL TILE CEILING RADAR AURATONE (OR EQUIVAENT (STANDARD TYPE OF CEILING TILE) PRODUCT *: *2110 USG COLOR: WHITE OR EGGSHELL CL -2 NOTES: GRID TO BE PAINTED WITH HIGH QUALITY LATEX ENAMEL OR OIL ENAMEL APPROVED RED COLOR COLOR: DTM ARCRYLIC GLOSS 1566R 38 SAFETY RED 11J-6 LOCATION: OPTIONAL: CUSTOMER AREA TILE WAINSCOT ITEM: CERAMIC TILE - OLYMPIA TILE PALIO SERIES SUPPLIER: OLYMPIA / THOMPSON - PITA PIT USA SUPPLIES NEW FLOOR TILE COLOR: TERRACOTTA SIZE: 12" x 12" CERAMIC TILE GROUT: NATURAL GRAY FLOOR GROUT REMARKS: CONTRACTOR TO SUPPLY MORTAR AND GROUT. CONTRACTOR TO ALSO SUPPLY "SEALER" THAT CAN BE ADDED TO THE WATER AND USED TO SEAL TI-4E FLOOR AFTER THE CONSTRUCTION 15 DONE, AND DURING FINAL SANITIZATION OF THE STORE. NOTES: FLOOR TILE MAY BE USED AS WAINSCOT UP TO CHAIR RAIL CL -3 ITEM: KITCHEN / B.O.H. CEILING MFR: ARMSTRONG PRODUCT $: *610 VINYL GYPSUM LAY -IN PANEL COLOR: WHITE OR EGGSHELL SIZE: )V x 24" x 48" NOTES: 1. PAINTING STANDARDS: ALL PAINTING 15 TO CONSIST ONE COAT OF HIGH QUALITY PRIMER (TINTED) AND LEAST TWO COATS OF FINISH PAINT. 2. ALL DRYWALL WALLS ARE TO BE PAINTED USING APPROVED PITA PIT USA COLOR SCHEME LISTED USING SHERWIN WILLIAMS PAINT. 3. ALL PAINTING MUST BE SMOOT, FLAT, AND FREE OF DEFECTS OF ANY KIND. FINAL COAT MUST BE ROLLED 4. CONTRACTOR MUST PROVIDE EXTRA PAIN ONSITE FUTURE TOUCH -UPS IF NEEDED. 5. FOR FINISH LOCATIONS REFER TO: OF AT BELOW, ON. FOR RATING. CL -4 ITEM: RESTROOM MFR: SHERWIN WILLIAMS PRODUCT 4* : INTERIOR PROMAR 200 SEMI -GLOSS INTERIOR LATEX: COLOR: YELLOW COLOR BAC COLORANT OZ. 32 64 128 FORMULA: 51 -5LACK 3 1 Y3 -DEEP GOLD 68 R2- MAROON 1 ONE GALLON EXTRA WHITE B31W02251 640354213 DOORS / DOOR FRAMES TRIM: D -1 ITEM: PAINTED SEMI -GLOSS DOORS MFR.: SHERWIN WILLIAMS PRODUCT *: INTERIOR PROMAR 200 SEMI -GLOSS INTERIOR LATEX NAME: PITA GREEN REMARKS: 1 COAT OF TINTED PRIMER AND 2 GOATS OF FINISH PAINT (DO NOT PAINT EL IASON DOOR) DF -1 DOOR FRAMES: MUST BE MADE OF METAL AND PAINTED WITH HIGH QUALITY LATEX ENAMEL OR OIL ENAMEL. COLOR BAC COLORANT OZ. 32 64 128 • CR -1 ITEM: PAINTABLE I" x 6" MDF OR FLAT STOCK MFR,: SHERWIN WILLIAMS PRODUCT *: HIGH QUALITY LATEX ENAMEL OR OIL ENAMEL. COLOR: DTM ARCRYLIC GLOSS 566R 38 SAFETY RED NOTES: FASTEN TRIM TO TI-4E WALL AT A TOP HEIGHT OF 33" FROM FINISHED FLOOR DO NOT ISTALL ON PREP -ROOM WALLS OR HALLWAYS. FASTEN WITH LIQUID NAIL AND FINISHING NAILS. FORMULA: 51 -BLACK 32 G2 -NEW GREEN 4 30 L1 -15LUE 6 4 ONE GALLON BRIGHT YELLOW Y38Y0015i 640516308 DOOR FRAME COLOR: DTM ARCRYLIC GLOSS 566R 38 SAFETY RED EXTERIOR ELEVATIONS FLOOR FINISH PLAN REFLECTED CEILING PLAN INTERIOR ELEVATIONS 6. ALL INTERIOR FINISHES SHALL HAVE CLASS 1 FIRE G.C. TO COORDINATE TILE LOCATION AT PROFILE OF CABINETRY FROM SHOP DWG. SETS -BUTT CAB TO WALL PROVIDE CONTINUOUS NEOPRENE SEALENT TILE TO FIXED CABINET HALF CUT FLOOR TILE OR COVED BASED QUARRY TILES. (CHECK WITH LOCAL HEALTH DEPARTMENT) 25' -0 "± ACKS TAI L SCALE: ) " = 1' -0" 8 x 8 CREAM TILES FOR BORDER AND FIELD 10% 8 x 8 TERRACOTTA TILES FOR FIELD. INSERT 5:1 RATIO EW -I BRICK VENEER DRINK STATION ENTRY F -1, B -1, CL -I, P -1, W -1, 4 OPTIONAL W -6 UP T BOTTOM OF CR -I DINING SERVICE F -1, B -I, CL -2 P -1, W -1, AND W -3 CR -1 PREP ROOM WALL FINISH PLAN SCALE: Y4" = 1' -0" i ■IU F -2, 5-2, CL -3, PRIMER, W -2, AND W -4 5ACKROO1 I UNISEX .R. F -1, 5-1, CL -4 PRIMER, W -2, W- -1 4 DP -1 EA. SIDE KO 1.01C rutrk CODE CORPLINCE APPROVE �IOV - 5 2 008 DELIVERIES RECEIVED SEP 0 9 2008 PERMIT CENTE REVISIONS BY 1 WILL HARRIS ARCHITECTS 2151 E. Beaver Lake Dr. SE Sammamish, WA 98075 Ph: (425) 391 -2321 Fax (425) 391 -2750 w O 171 111 CO cl) to it CZ IL cc\ z 1 - NZ Lti CO co at G �j ii u u u <I[ o / < - 0 w e.,,ll 3 0 co (f) r() I DATE 08/06/08 SCALE AS NOTED DRAWN M.S.J. JOB SHEET A 3 3 OF 4 SHEETS I 1 MIN. 3/S" 2" PERIMETER ANGLE (ASCE STANDARDS 9.6.2.6.2.2.) MAX. 8" NOT TO SCALE 6 SEISMIC CEILING DETAI C A-1 ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE OR TO THE WALL ABOVE THE CEILING *12 GA. WIRE - SEE SUSPENDED CEILING DETAIL - TI-115 SHEET ARMSTRONG "AXIOM" CLASSIC ALUMINUM TRIM CEIL ING DET,4IL ARMSTRONG CROSS TEE SCALE: 1Y" = 1' -0" SUSPENDED CEILING - SEE DETAIL t ' - 6 UNDER IDE OF FLOOR OR ROOF STRUCTURE FASTENERS: AT WOOD FRAMING *8 x 3 /4 "WD. SCREW, AT METAL FRAMING '13 x 5/S" METAL TAPPING SCREW 1/2" THIN WALL ELEC. CONDUIT (EXTENDTUBE TO BE TIGHT TO CEILING GRID 4 STRUCTURE ABOVE) - THEN INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER 3/4" THIN WALL ELEC. CONDUIT W/ SLOT AT END TO FIT OVER CEILING RUNNER DRILL 3/32" DIA. HOLE 4 INSTALL 1 /8" DIA. BOLT 4 LOCKING NUT 10' -0" 9 A.F.F. PROVIDE PERIMETER WIRES 8" OUT FROM THE WALL. NOTE: EXISTING CEILING STRUCTURE - T.J.I.'S AT 32" O.C. SECURE BRACING AND SUSPENDED CEILING PER MANUFACTURER'S RECOMMENDATIONS. CL -2 VERTICAL SUPPORT WIRES TO BE *12 48" O.C. EACH WAY. • • • SUSPENDED CEILING PLAN - SEE CEILING PLAN A -1 AND DETAILS A -4 3 %" x 20 GA. STEEL STUDS AT 24" O.C. (6" x 20 GA. STEEL STUDS AT 24" O.C.) %" G.W.B. EACH SIDE. CR -L W-6 (OPTIONAL) B -1 F -1 0.-0" ® FINISH FLOOR -411 \141 45° 45 /` C,P \. s 33" A.F.F. 4 SUSPENDED CEILING (TYP) NOT TO SCALE W -4 SECTION - WALL 45° 45° SCALE: Y" = 1' -0" SUSPENDED CEILING DETAILS C -3 W -2 84" A.F.F. (MIN.) ce B -2 F -2 AT LIGHT FIXTURES: ATTACH *12 GAUGE HANGER WIRE WHICH SHALL BE ATTACHED TO THE GRID MEMBER WITHIN 3" OP EACH CORNER OF EACH FIXTURE, TYP. SUSPENDED CEILING WIRES - SEE SUSPENDED CEILING DETAIL EACH LIGHT FIXTURE TO HAVE (2) 1 12 GA HANGER WIRES ATTACHED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE AT EACH END, TYP. 114 1 7 A 7 3 LIGHT FIXTURE NO. 12 GAUGE SPLAY WIRES, (TYP.) SUSPENDED CEILING NOTES: FOUR *12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION, AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT TO EXCEED 45° FROM THE PLANE OF THE CEILING - A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES - TNESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' -0" ON CENTER IN BOTH DIRECTIONS WITH TI-4E FIRST POINT WITHIN 6' -0" FROM EACH WALL - ATTACHMENT OF TI-4E RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED.. A -1 LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL (LATERAL) FORCES - BRACING WIRES SHALL BE ATTACHED TO THE GRID AND THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOAD, WHICHEVER IS GREATER WITH A SAFETY FACTOR OF 2. COMPRESSION STRUTS MUST BE PLACED WITHIN 2" OF THE FOUR SPLAYED WIRES - FOR STRUTS UP TO 4' -0" IN LENGTH USE 1/2" DIA. E.M.T. THIN WALL CONDUIT - FOR STRUTS 4' -0" TO 12' -0" IN LENGTH USE 3/4 "? E.M.T. THIN WALL CONDUIT 3 %" x 20 GAUGE STUDS AT 45° EACH WAY A5 REQUIRED POWER DRIVEN PIN AT 12" O.C. (HILTI OR EQUIVALENT) EXISTING CONCRETE SLAB SUSPENDED CEILING AT LIGHT NOT TO SCALE NOTE: SUSPENDED CEILING SYSTEM SHALL COMPLY WITH UBC STANDARDS l ikt 8J U u VO1 10 CODe OVED osto" RECEIV CITY OF TU LA OCT 2 7 2008 PERMIT CENTER CORRECTION LTR# 'POS FR1=vFSloNS BUILDING DEPT. 10/23/08 BY 111 i WILL HARRIS ARCHITECTS 2151 E. Beaver Lake Dr. SE Sammamish, WA 98075 Ph: (425) 391 -2321 Fax (425) 391 -2750 4046 G� WILLIAM . HARR S STATE OF WASHINGTON 47/ W 0 1U CO (1) in } �J iu IL cc\ Q cP F- LU z <11:I ` Of V- III H < 11 11 v a II 3 (-D o 1■ DATE 08/06/08 SCALE AS NOTED DRAWN M.S.J. JOB SHEET A 4 OF 5 SHEETS OUTSIDE AIR REQUIREMENT SCHEDULE LOCATION SPACE CFM REQ'D TOTAL CFM REQUIRED KITCHEN 4 PEOPLE 20 /PERSON 80 DINING 20 PEOPLE 20 /PERSON 400 TOTALS 480 AIR BALANCE SCHEDULE UNIT SUPPLY AIR FLOW (CFM) RETURN AIR FLOW (CFM) OUTSIDE AIR FLOW (CFM) EXHAUST AIR FLOW (CFM) BUILDING PRESSURE (CFM) RTU 2000 1600 400 0 +400 SF -1 800 0 800 0 +810 EF -1 0 0 0 900 —900 EF -2 0 0 0 75 —75 TOTALS ` RESULTING BUILDING PRESSURIZATION: +225 CFM :o 1 0 W �W �T,C Ooo_ ?0 a ! E z ZZ� W o ,a lIz Pill g;W z o o 0 1: z 0 1581 ;ill 4 ;fizE j 9 z WO Qr° O JK �aao 0 0 o e o � 1° 63- 3 0 W FA! � C 0 0 Of! ?z a C� law z W W w � a him Ale W ° 0 0 W } WI�W aZd � }a 3, rc 0 • W 0 0 z o ; C g Oy W p Iva z z Z WW�< 0 N �rc a 1!4 01" a o� �Qa 0i U C 11:11 1 - o o ;o� Z /1 3 01 0 0 Z 00 b 0 � k03z ��3 0 Q W 0 Z) IO "4 M IEC D=Ia [t�DCQL L QUEIP ME lam. RTU -1 — ROOFTOP UNIT EXISTING 5 TON RTU, 100 MBH HEATING 2000 CFM 12 "4' 24/8 DN I4 "0 300 GFM 13012 Arr 42/12 16/16 DUCT UP TO RTU I2 "4 GD -I 350 GFM ION) 5D —I 350 GFM SF -1 — SUPPLY FAN CAPTIAVE AIR SUPPLY FAN MODEL SFB90 —OHD, 810 CFM @ 0.70' SP. BOTTOM DISCHARGE, 1/3 HP MOTOR, 120V/1/60, EF -2 — EXHAUST FAN GREENHECK MODEL SP —B90 DIRECT DRIVE, TOILET EXHAUST FAN, 75 CFM @ 0.250' SR 50 WATT MOTOR, 120/1/60. INTERLOCK WITH LIGHT SWITCH. PR ❑VIDE W/ ROOF DISCHARGE CAP 1)1 5D -1 350 GFM EF -1 — EXHAUST FAN CAPTIVE AIRE MODEL DU5OHFA, BELT DRIVE, UPBLAST KITCHEN HOOD FAN, 960 CFM @ 1' SP, 1/2 HP MOTOR, 6,3 FLA, 120V/1/60. PR ❑VIDE W/ VENTED ROOF CURB. DH -1 — DUCT HEATER INLINE MARKEL HF SERIES OPEN COIL ELEMENT DUCT HEATER 8 KW 208V, 1PH, EF -I (ON ROOF) 0 100 GFM HOOD -I 5F -I N (ON ROOF) 810 GFM RG - — RETURN AIR GRILLE TITUS MODEL 50F EGGCRATE GRILLE, FRAME TYPE 1, WHITE, 24x14 FACE. 1/2x1/2 ALUMINUM GRILLE. TG -1 — TRANSFER GRILLE TITUS MODEL 301RL LOUVERED FACE GRILLE, FRAME TYPE 1, WHITE, 14x24 FACE. HOOD-1 — TYPE I CAPTIVE AIRE MODEL 4824ND- 2 —PSP —F 48 "x48' W/ PERF, SUPPLY PLENUM. ci/Q DUGT UP TO EF -I ION) ED 5D -I 300 GFM `/EGHA\ I GAL PLA SGALE: I/2" = I —O" CD -1 — CEILING DIFFUSER TITUS MODEL TMS LOUVERED FACE DIFFUSER, FRAME TYPE 1. WHITE, 24x24 FACE, CFM AND NECK SIZE AS NOTED ON DRAWING, PR ❑VIDE BALANCE DAMPER. CD -2 - CEILING DIFFUSER TITUS MODEL TMS LOUVERED FACE DIFFUSER, FRAME TYPE 3. GYP. BRD, CLG, 6' ROUND NECK. WHITE, 12x12 FACE, CFM AS NOTED ON DRAWING. WITH BALANCE DAMPER, SD -1 — SUPPLY DIFFUSER TITUS MODEL TMRA ROUND LOUVERED FACE DIFFUSER, FRAME TYPE 1, 10' ROUND NECK. WHITE, 20' DIA, FACE. CFM AS NOTED ON DRAWING. WITH BALANCE DAMPER. GD -I Re 24x1 2 RETURN DUCT UPTORTU r 6 "4 UP THRU ROOF TERMINATE W/ ROOF GAP GD -2 - 15 GFM 6 " N EF -2 015 GFM GD -I 215 GFM RECEIVED SEP 092008 pERmrr C ENTER E E DaO4 EilahalM1811110021 ElaiM MECHANICAL "I ENGINEERS MI ELECTRICAL 6909 South Holly Circle, Suite 304 Englewood, Colorado 80112 Phi (303) 773 -8773 Faxl C303) 779 -8333 REVISIONS BY WILL HARRIS ARCHITECTS 2151 E. Beaver Lake Dr. SE Sammamish, WA 98075 Ph: (425) 391 -2321 Fax (42 '1 -2750 > e cN 0_ 00 V. fl -([ u !I (1) -v- o " cD DATE 08/06/08 SCALE AS NOTED DRAIN JOE 0812AG SHEET 1 OF 2 SHEETS REVISIONS BY SE WILL ARCHITECTS 2151 E. Sammamish, Ph: (425) Fax (425) HARRIS Beaver 391 391 Lake Dr. WA 98075 -2321 -2750 Ssl Si CiAi ` I. . t o Hi al 01 ., ,, CP E qp1 a_„ a 6 A 1 W viNa W O 0 4.0 E 0 0/. til -- x11 W. u Q u 00 01 ' th 0 __II 0/ 11----) iciD -66 c __, 0 cp DATE 08/06/08 SCALE AS NOTED DRAWN JOB 081246 SHEET -2 2 OF 2 SHEETS ]tea E z i`aoa 0 gg�� W YIW]o doow !ell ONOp z 0 0 � zz F wo, a 2 Z q oiz g 4W CI )* Mi UZ z 1584 mgo m 0igi2 260 z ;wo z Wz& 06�a o z o ®m 1�0 W U aw W '11 4 � 3 W K Gi 411 ggdg o E kIWZ � 0 �Qm WL W W r ao o a z a o ° w o2g o; � r t$ 0. item ozo P aCz a� i � Z o Z W 3a I eep m W m �a a WW o gg 0 0 WWC oI a zoo pp 0 Z °00 Ogmm izo 10 §z Q o „ z m�w F-FVAC O ENE AL NOTES THE SUB - CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIARIZED WITH ALL. REQUIREMENTS OF THE CONTRACT PRIOR TO SUBMISSION OF BID. THE SUB - GONTRAGTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS PRIOR TO BID OR START OF INSTALLATION. THE SUB - CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE, AND SHALL NOT COVER ANY WORK UNTIL APPROVED BY THE INSPECTION AUTHORITY. ANY AND ALL FEES ASSOCIATED WITH THE MECHANICAL WORK, INCLUDING CONSTRUCTION AND INSPECTIONS SHALL BE PAID FOR BY THE SUB- GONTRAGTOR IN ORDER TO DELIVER A COMPLETE AND FINISHED BUILDING, READY FOR OCCUPANCY AND I00% USAGE. THE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE SUB - CONTRACTOR HAS FAMILIARIZED HIMSELF /HERSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED, WILL NOT BE REGOGNIZED IF THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION BEEN MADE. ANY COSTS DUE TO THE LACK OF COOPERATION AMONG TRADES SHALL BE BORNE BY THE SUB - CONTRACTOR. THE INFORMATION PRESENTED ON THESE DRAWINGS 15 DIAGRAMMATIC IN NATURE. IT DOES NOT NECESSARILY REPRESENT ALL FITTINGS, HANGERS, ETG. FOR A COMPLETE WORKING SYSTEM. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETELY FINISHED AND OPERATIONAL SYSTEMS. REFER TO LATEST ARCHITECTURAL DRAWINGS FOR: EXACT WALL LOCATIONS, DIMENSIONS, AND PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS. SUB - CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ALTERATIONS REQUIRED BY THE OWNER, ARCHITECT, OR FIELD CONDITIONS. ALL EQUIPMENT SHALL BE NEW, SHALL COMPLY WITH APPLICABLE INDUSTRY STANDARDS, WITH SPECIFICATIONS ON DRAWINGS, AND ENERGY CODE COMPLIANCE CERTIFICATION AS ADOY I tD BY THE STATE, AS WELL AS LOCAL JURISDICTIONAL BUILDING DEPARTMENT. SUBMIT DATA FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMITTAL SHALL INCLUDE ENERGY CODE COMPLIANCE CERTIFICATION. SUB - CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL EQUIP- MENT INCLUDING: FIXTURES SPECIFIED IN EQUIPMENT SCI-IEDULE ON DRAWINGS FOR REVIEW/APPROVAL (5) PAYS PRIOR TO BID. EQUIPMENT 15 NOT TO BE ORDERED WITHOUT SUBMITTAL TO ARCHITECT/OWNER/ENGINEER. ALL SPACE HEATING SUPPLY AIR DUCTS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST S.M.A.G.N.A. DUCT CONSTRUCTION STANDARDS AND BE INSULATED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL JURISDICTIONAL ENERGY CONSER- VATION STANDARDS AND THE LATEST EDITION INTERNATIONAL MECHANICAL CODE. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. INCREASE LISTED DUCT SIZE TO ACCOMMODATE LINER. FLEX SHALL NOT EXCEED 8 FT. IN LENGTH AND SHALL BE TYPE "I” FACTORY DUCT. PROVIDE WITH I IN. EXTERNAL INSULATION IF MAIN SUPPLY DUCT IS INSULATED. ALL SUPPLY RUN -OUTS TO HAVE MANUALLY ADJUSTABLE VOLUME DAMPERS WITH ABILITY TO LOCK IN PLAGE. THIS SUB- GONTRAGTOR SHALL INCLUDE IN HIS/HER BID THE COMPLETE COST FOR THE ELECTRICAL CONTRACTOR TO INTERLOCK EXHAUST FANS AS REQUIRED BY EQUIPMENT SCHEDULE. THIS SUB - CONTRACTOR SHALL FIELD VERIFY 10 FT. MINIMUM CLEARANCE BETWEEN FRESH AIR INTAKE AND ALL VENTS OR EXHAUST OUTLETS. WALL THERMOSTATS FOR HEATING /COOLING UNITS TO BE AUTOMATIC CHANGEOVER TYPE AND INSTALLED 48 IN. ABOVE FINISHED FLOOR. EXHAUST DUCTS THROUGH ROOF SHALL TERMINATE 12 IN. ABOVE ROOF DECK WITH APPROVED ROOF GAP. ALL ROOFTOP UNITS SUPPLYING MORE THAN 2000 CFM OF AIR SHALL BE EQUIPPED WITH A SMOKE DETECTOR IN THE MAIN RETURN AIR DUCT WHICH WILL SHUT THE POWER OFF TO THE UNIT WHEN SMOKE IS DETECTED, THIS SMOKE DETECTOR SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AND WIRED BY THE MECHANICAL CONTRACTOR. IN BUILDINGS WHERE FIRE DETECTI ❑N OR ALARM SYSTEMS ARE PROVIDED, THE SMOKE DETECTOR SHALL BE WIRED BY THE ELECTRICAL CONTRACTOR AND SHALL BE SUPERVISED BY FIRE ALARM SYSTEM. SEE LATEST EDITI ❑N UNIFORM MECHANICAL CODE SECTION 608 FOR ADDITIONAL REQUIREMENTS. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL REMOTE TEST SWITCH AND INDICATING LIGHT AT CEILING L ❑CATION BELOW ROOFTOP UNIT LOCATI ❑N. TYPE 'I1 MOOD VERMLQTUOO M SYSTEM SEQUENCE OF OO PERATEION NORMAL OPERATING MODE THE MUA /H ❑❑D EXH, FAN ASSEMBLY SHALL BE CONTROLLED BY A REMOTE CONTROL CONSOLE AS LISTED IN THE MUA UNIT EQUIPMENT SCHEDULE, THE CONSOLE SHALL BE MOUNTED ON THE OUTSIDE OF THE HOOD AND PR ❑VIDE THE OPERATOR WITH THE FOLL ❑WING CONTROL OPTIONS! °BLOWER FAN — ON OR OFF oHEAT — ON OR OFF oCOOLING CEVAP COOLER) — ON OR OFF °ADDITIONALLY, A ROOM THERMOSTAT SHALL CONTROL THE GAS VALVE IN THE MUA UNIT TO PR ❑VIDE AN OVERRIDE ❑PTI ❑N FOR HEATING. THE HOOD EXHAUST FAN SHALL BE INTERLOCKED TO OPERATE WHEN THE MUA UNIT IS OPERATING. FIRE MODE IF THE FIRE DETECTION SYSTEM INDICATES THERE IS A FIRE, THE GAS — LINE SOLENOID SHALL SHUT OFF, THE HOOD EXHAUST SHALL OPERATE, AND THE MUA UNIT SHALL BE SHUT OFF, COORDINATION INSTALLATI ❑N IN ACCORDANCE WITH LATEST EDITION N,F,P,A, 96 AND COORDINATED WITH HOOD FIRE PROTECTION CONTRACTOR, MATERIAL COORDINATION SCHEDULE THE FDLL ❑WING ELECTRICAL COMPONENTS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. oMUA UNIT /HO ❑D EXHAUST FAN STARTERS AND DISCONNECTS oMUA /HOOD EXHAUST FAN REMOTE CONTROL CONSOLE oHEATING UNIT REMOTE CONTROL THERMOSTAT oGAS LINE SOLENOID SHUT —OFF VALVE oEVAP COOLER CONTROLS, FREEZESTAT, DRAIN AND FILL KIT °ELECTRICAL CONTRACTOR WILL INSTALL AND CONNECT STARTERS AND DISCONNECT SWITCHES, AND WILL INSTALL CONDUIT FOR CONTROL WIRING, MEGHAN I GAL LEO ENI7 N INTERNAL ACOUSTIC LINING IN DUCTWORK WHERE NOTED ON DRAWINGS OR SPECIFICATIONS. PROVIDE INSULATION FOR ALL SUPPLY DUCTS FROM POINT OF CONNECTION AT UNIT TO ALL AIR OUTLETS. ALL DUCT DIMENSIONS ARE CLEAR INSIDE. FLEX SUPPLY SHALL BE FACTORY FABRICATED, GLASS I, VAPOR BARRIER, COMPLYING WITH N.F.P.A. GOA AND U.L. I81. MAXIMUM 8 FT. LONG. PROVIDE TURNING VANES AT ALL CORNER BENDS IN ACCORDANCE WITH S.M.A.G.N.A. LOW VELOCITY DUCT MANUAL. TYPICAL DUCT TAKE -OFF WITH MANUAL VOLUME DAMPER. MARK DAMPER POSITION AFTER AIR BALANCE. SUPPLY DIFFUSER - SEE SCHEDULE ON DRAWINGS. EXISTING SUPPLY DIFFUSER RETURN AIR GRILLE - SEE SCHEDULE ON DRAWINGS. EXISTING RETURN AIR GRILLE Qr THERMOSTAT SHALL HAVE LOCKING COVER IN ALL PUBLIC AREAS. MOUNT OUT OF DIRECT SUN, PROVIDE I IN. RIGID INSULATION BEHIND SHEET ROCK WHERE BACKED UP TO UNHEATED OR EXTERIOR WALLS. MANUAL BALANCING DAMPER - PROVIDE WHERE SHOWN, F AT ALL RUN -OUTS TO AIR OUTLETS, AND AT ALL MAIN DUCT SPLITS. DAMPERS SHALL BE "YOUNG REGULATOR GO" MODEL 820 OR EQUAL. MOTORIZED DAMPER HVAG TEST I NO AND 3ALANG I NO REOU I REMENTS: THE MECHANICAL CONTRACTOR SHALL EMPLOY THE SERVICE OF AN INDEPENDENT TEST AND BALANCE CONTRACTOR TO BALANCE THE HVAG SYSTEMS IN ACCORDANCE WITH THE DRAWINGS. HVAG SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH THE LATEST NESS PROCEDURAL STANDARDS. THE BALANCING CONTRACTOR SHALL HAVE AT LEAST (3) THREE YEARS OF EXPERIENCE IN TESTING AND BALANCING. THE BALANCING REPORT SHALL CONTAIN ALL INFORMATION REQUIRED BY NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING. THE REPORT SHALL INCLUDE, BUT MAY NOT BE LIMITED TO THE FOLLOWING: A COMPLETE LIST OF BALANCING INSTRUMENTS AND THEIR LATEST CALIBRATION DATES 15 TO BE INCLUDED IN THE FINAL REPORT. BLOWER: MOTOR HP, VOLTAGE, AMPERAGE (NAMEPLATE AND ACTUAL) RPM, BELT MAKE/MODEL, SHEAVE MAKE/MODEL. UNIT: MAKE/MODEL/SERIAL NUMBER, FILTER TYPE/SIZE/QUANTITY, FINAL BALANCED DAMPER POSITIONS. AIR INLETS AND OUTLETS: DESIGN/PRELIMINARY/FINAL GFM'S (EXCLUDES RETURN GRILLES). ALL MANUAL SINGLE BLADE DAMPERS SHALL BE SECURED IN THEIR FINAL BALANCED POSITIONS WITH A 51 I1=ET METAL SCREW THRU THE DAMPER HANDLE. ALL COMPONENTS SHALL BE BALANCED TO WITHIN +/- IO% OF DESIGN GFM REQUIREMENTS. KITCHEN GREASE HODS: A SHORTRIDGE VELGRID CDR SIMILAR DEVICE CAPABLE OF AVERAGING VEL ❑CITIES AT SEVERAL POINTS SIMULTANEOUSLY), SHALL BE UTILIZED TO MEASURE VELOCITY AT THE FACE OF THE H❑ ❑D, A GRID DIAGRAM OF THE HOOD FACE, NOTING VEL ❑CITIES AT ALL SECTIONS SHALL BE INCLUDED IN THE BALANCE REPORT, HINGED ACCESS 10' MIN. FROM UNPROTECTED COMBUSTABLES. 3' ' CD COMBUSTABLES. \COMPENSATING H00D VENTED ROOF CURB PROVIDE FIRE RESISTANT DUCT WRAP AT THE TYPE I HOOD DUCTS TO PROVIDE A MINIMUM 1 HOUR RATING. DUCT WRAP TO COMPLY WITH ASTM, NFPA 4 LOCAL CODES. PROVIDE PRODUCT SUCH AS 3M OR EQUAL. EF -I4 6' MN 48' MAX 10 Ft. MIN. M'FE I HOOD DETAIL_ ROOF SUPPORT HDOD PER MANUFACTURERS INSTRUCTIONS USING NON- COMEUSTABLE MATERIALS. OSA DUCT RUN TO SUPPLY FAN GREASE DUCT TO BE FABRICATED 16 GA MSG STEEL OR 18 Ga. MSG STAINLESS STEEL WITI -I CONTINUOUS .IELDED SEAMS. N INLINE DUCT HEATER BKW. CEILING FLASH SOLID AT CEILNG AND WALLL IF LESS THAN 12'. FLOOR SF -14 1 1 RECEIVED SEP 092008 PERMIT CENTER PRIDE1104 EIMOGE Da©DW ® DWG MECHANICAL M ENGINEERS w ELECTRICAL 6909 South Hotly Circle, Suite 304 Englewood, C•toro.olo 80112 Ph: (303) 773 -8773 F4x1 C303) 779 -8333 1 1 WW <]I W M k- L O W W ( O U W j Z FZE poO121. ? QWa zM < W=U zja ZZ <°t W32a OW OZLF W N a 2 z - z o�rx o 0 , N N W W WZ �zW1- 0 <00 Qzoo z UZOn k w �WZZ 0x <- Z w ui Fizk ohm Z Z O Z KC < W z1 ow'x ioo Z N 0 � OZOi s z 1 < 0 3 IC S 55i • JW J <WU 0 0 W< I<oW F ; OOZ CWOO 0 < WC rZ -Ii, Qa<O Z0 0 o 0 0 W _ a C W W W< C F O W W Zw FN 3�j Z0C eilA -Faz 4 ZO WFi() Z? W W� _ W �aZrc W L a Z Id W W �F Oi F W13Z 5 5 1( i 5 a p j - jt o2= W zo ZWWz O 4k O WIi.W W F- 2 } J � FO: 0iw W N O(f jY a Z O WW 0 < I-OW< o <a� U0 W ia M o O 1- =a i:0 .0 0 0 1 1 9 : 0 z z 3 OVW 0 ODLJ 00 WI a k� 3 U - « O ZF i W 31 -OF GI -I GREASE INTERCEPTO 1000 SALLON GAPAGI 4" DBL SGO SAMPLINS TEE INV. ELEV 18.12' INV. ELEV g8.00' NOTE: THE GREASE INTERCEPTOR ORIENTATION AND ALTERNATE ROUTING OF GREASE WASTE PIPING MAY BE AT THE DISCRETION OF THE PLUMBING CONTRACTOR. FF© 100.00' 3/4" 3/4" . . ®. 3/4" SAS UP TO RTU 1/2" GW/HW TO LAY 3/4" I/2" GW/HW TO SINK 1 -1/4" STUB SHUT -OFF \ 1 3/4" INV. ELEV 18.15' PR- SINK 1/2" GW/H rN TO 3 GOM INK INV. ELEV g - 1.3 - 1' 3/4" GW/HW DN TO WTER HEATER 1/2" GW/HW ON TO MOP BASIN 2" VENT TO 10 FT ABOVE GRADE 2" I 12" 1 IGE 3/8" G PLUMB! \S FIXTU =S SODA 3/8" CIA " STAINLESS STEEL BACK FLOW PREVENTER WG -I - WATER CLOSET -FLOOR MOUNTED (FLUSH TANK) ADA COMPLIANT AMERIGAN STANDARD MODEL 2216.170, LOW CONSUMPTION - 1.6 SPF. SIPHON ACTION, ELONGATED RIM. 11" RIM HEISHT. SNAP -ON BOLT GAPS. PROVIDE OPEN FRONT SEAT. 12" ROUSH -IN. L -I - LAVATORY - WALL HUNS - ADA APPROVED AMERICAN STANDARD MODEL 0321.026, 11" X 11" VITREOUS CHINA WALL HUNS LAVATORY WITH REGTANGULAR BASIN, COMBINATION SELF - DRAINING SOAP RECEPTACLE AND OVERFLOW CONGEALED UNDER RIM FRONT. DELTA MODEL 501 WF LAVATORY FAUCET WITH CHROME SINSLE LEVER HANDLE. SRID DRAIN, ANTI -SCALD COVER, 3/8 FLEXIBLE SUPPLIES WITH STOPS, I -I/4" GAST BRASS P -TRAP WITH GLEAN OUT WITH R104 SWH -I - SAS -FIRED WATER HEATER STATE MODEL 5DV 15 7ONE, 15 GALLON STORASE CAPACITY. POWER DIRECT VENT. 10 MBH NAT. SAS S.L. INPUT, 64 SPH RECOVERY ® I00 °F. 3" PVG COMB. AIR 1# FLUE PIPINS. RELIEF VALVE PIPED TO MOP SINK INSTALL WITH SEISMIC STRAPS FD -I FLOOR DRAIN JOSAM MODEL 30200 -AD GAST IRON FLOOR DRAIN, 2" NO -HUB OUTLET, SATIN NICKEL BRONZE ROUND STRAINER, ADJUSTABLE/DOUBLE DRAINAGE FLANSE. FS -I - FLOOR SINK JOSAM MODEL 41320A GAST IRON FLOOR DRAIN, NO-HUB OUTLET, 12" 50 TOP, 6" DEEP . INTERNAL DOME STRAINER, DOUBLE DRAINAGE FLANGE. ACID RESISTINS INTERIOR. CAST IRON 1/2 GRATE. g0 MBH GAS INPUT 3/4" GAS ON TO GRIDDLE. UTOMATIG SHUT -O VALVE ABOVE G INTERLOCK WITH .ANSUL SYSTEt1t PL5\S FLA SCALE: I/4" = 1' -0" 1/2 GW/HW TO HS 3 -COMP SINK TARRISON PROD. COMMERICAL STAINLESS. INSTALLED BY PLUMBINS CONTRACTOR PREP SINK TARRISON PROD. MODEL # SSI -18. INSTALLED BY PLUMBING CONTRACTOR 01 -1 GREASE INTERCEPTOR 1000 GALLON CAPACITY, UV COMPANY MODEL 4484 -SA. SINGLE VAULT WITH DOUBLE BAFFLE. OR EQUAL. COMPLIANT WITH THE CITY OF TUKWILA GREASE INTERGEPTOR DESISN STANDARDS. REFERENCE CITY OF TUKWILA SHEET 55 -14 HAND SINK TARRISON PROD. COMMERICAL STAINLESS. INSTALLED BY PLUMBINS CONTRACTOR MB -1 - MOP SINK - FLOOR MOUNTED MSB -12424 (FIAT) MOP SERVICE BASIN 24' X 24' X 10' SHELF, COMBINATI ❑N DOME STRAINER AND LINT BASKET, AND SOCKET FOR 2' OUTLET, CAULK CONNECTI ❑N. 782 -VB ( CHICAGO FAUCET ) WITH BUCKET HOOK, HEISE TOP BRACE AND STOPS IN SHANK, MOLDED STONE WITH DRAIN WITH STRAINER END, VACUUM BREAKER, ROUTE CONDENSATE LINE TO FLOOR DRAIN INSULATE WITH HEAT TAPE GREASE INTERCEPTOR SIZING MEALS PER WASTE FLOW RETENTION STORAGE CAPACITY IN HOUR PEAK X RATE X TIME X FACTOR GALLONS r SWAMI 60 MEALS X 2 GALLON* X 1.5 GALLON* X 1.5 HR* = 182.25 GALLON * SINGLE SERVICE KITCHEN SELECT A 1,000 CALLON CAPACITY GREASE INTERCEPTOR (MINIMUM SIZE ALLOWED) These plans have been reviewed by t e Public Works Department for conformance 1 it current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 1 / RECEIVED OCT 1 4 2006 TUKWILA PUBLIC WORKS INCOMPLETE LTR# N- ODRD£10 LI EiLIU ®DtiiNirelUWSJlig DOA MECHANICAL * ENGINEERS ELECTRICAL 6909 South Holly Circle, Suite 304 Englewood, Coloro.do 80112 Ph' (303) 773 -8773 Fax' (303) 779 -8333 W 0 Ill N ui QC tC } n 4 —1 e '- cfl - 0 z I (Ni W in 0 l� SWEET 11.11 ck) �11 0/ w ill NI- of a 11 -1 (f) ____ (D cf3 ci) CITY OF TUKWILA OCT 0 9 2008 PERMIT CENTER DATE OS/06/08 SCALE A5 NOTED DRAUJN J08 051246 1 OF 2 SWEETS REVISIONS BY PUi3L I G WORKS COMMENTS I0/1/08 SE WILL HARRI ARCHITECTS 2151 E. Beaver Lake Dr. Sammamish, WA 98075 Ph: (425) 391 -2321 Fax ( 4 go1 -2750 ate / 4 \ 1 < , S i . _• + `.. -c .: .:J . s: EXPIP.110 _Ty 6 1 V q WW <]I W M k- L O W W ( O U W j Z FZE poO121. ? QWa zM < W=U zja ZZ <°t W32a OW OZLF W N a 2 z - z o�rx o 0 , N N W W WZ �zW1- 0 <00 Qzoo z UZOn k w �WZZ 0x <- Z w ui Fizk ohm Z Z O Z KC < W z1 ow'x ioo Z N 0 � OZOi s z 1 < 0 3 IC S 55i • JW J <WU 0 0 W< I<oW F ; OOZ CWOO 0 < WC rZ -Ii, Qa<O Z0 0 o 0 0 W _ a C W W W< C F O W W Zw FN 3�j Z0C eilA -Faz 4 ZO WFi() Z? W W� _ W �aZrc W L a Z Id W W �F Oi F W13Z 5 5 1( i 5 a p j - jt o2= W zo ZWWz O 4k O WIi.W W F- 2 } J � FO: 0iw W N O(f jY a Z O WW 0 < I-OW< o <a� U0 W ia M o O 1- =a i:0 .0 0 0 1 1 9 : 0 z z 3 OVW 0 ODLJ 00 WI a k� 3 U - « O ZF i W 31 -OF GI -I GREASE INTERCEPTO 1000 SALLON GAPAGI 4" DBL SGO SAMPLINS TEE INV. ELEV 18.12' INV. ELEV g8.00' NOTE: THE GREASE INTERCEPTOR ORIENTATION AND ALTERNATE ROUTING OF GREASE WASTE PIPING MAY BE AT THE DISCRETION OF THE PLUMBING CONTRACTOR. FF© 100.00' 3/4" 3/4" . . ®. 3/4" SAS UP TO RTU 1/2" GW/HW TO LAY 3/4" I/2" GW/HW TO SINK 1 -1/4" STUB SHUT -OFF \ 1 3/4" INV. ELEV 18.15' PR- SINK 1/2" GW/H rN TO 3 GOM INK INV. ELEV g - 1.3 - 1' 3/4" GW/HW DN TO WTER HEATER 1/2" GW/HW ON TO MOP BASIN 2" VENT TO 10 FT ABOVE GRADE 2" I 12" 1 IGE 3/8" G PLUMB! \S FIXTU =S SODA 3/8" CIA " STAINLESS STEEL BACK FLOW PREVENTER WG -I - WATER CLOSET -FLOOR MOUNTED (FLUSH TANK) ADA COMPLIANT AMERIGAN STANDARD MODEL 2216.170, LOW CONSUMPTION - 1.6 SPF. SIPHON ACTION, ELONGATED RIM. 11" RIM HEISHT. SNAP -ON BOLT GAPS. PROVIDE OPEN FRONT SEAT. 12" ROUSH -IN. L -I - LAVATORY - WALL HUNS - ADA APPROVED AMERICAN STANDARD MODEL 0321.026, 11" X 11" VITREOUS CHINA WALL HUNS LAVATORY WITH REGTANGULAR BASIN, COMBINATION SELF - DRAINING SOAP RECEPTACLE AND OVERFLOW CONGEALED UNDER RIM FRONT. DELTA MODEL 501 WF LAVATORY FAUCET WITH CHROME SINSLE LEVER HANDLE. SRID DRAIN, ANTI -SCALD COVER, 3/8 FLEXIBLE SUPPLIES WITH STOPS, I -I/4" GAST BRASS P -TRAP WITH GLEAN OUT WITH R104 SWH -I - SAS -FIRED WATER HEATER STATE MODEL 5DV 15 7ONE, 15 GALLON STORASE CAPACITY. POWER DIRECT VENT. 10 MBH NAT. SAS S.L. INPUT, 64 SPH RECOVERY ® I00 °F. 3" PVG COMB. AIR 1# FLUE PIPINS. RELIEF VALVE PIPED TO MOP SINK INSTALL WITH SEISMIC STRAPS FD -I FLOOR DRAIN JOSAM MODEL 30200 -AD GAST IRON FLOOR DRAIN, 2" NO -HUB OUTLET, SATIN NICKEL BRONZE ROUND STRAINER, ADJUSTABLE/DOUBLE DRAINAGE FLANSE. FS -I - FLOOR SINK JOSAM MODEL 41320A GAST IRON FLOOR DRAIN, NO-HUB OUTLET, 12" 50 TOP, 6" DEEP . INTERNAL DOME STRAINER, DOUBLE DRAINAGE FLANGE. ACID RESISTINS INTERIOR. CAST IRON 1/2 GRATE. g0 MBH GAS INPUT 3/4" GAS ON TO GRIDDLE. UTOMATIG SHUT -O VALVE ABOVE G INTERLOCK WITH .ANSUL SYSTEt1t PL5\S FLA SCALE: I/4" = 1' -0" 1/2 GW/HW TO HS 3 -COMP SINK TARRISON PROD. COMMERICAL STAINLESS. INSTALLED BY PLUMBINS CONTRACTOR PREP SINK TARRISON PROD. MODEL # SSI -18. INSTALLED BY PLUMBING CONTRACTOR 01 -1 GREASE INTERCEPTOR 1000 GALLON CAPACITY, UV COMPANY MODEL 4484 -SA. SINGLE VAULT WITH DOUBLE BAFFLE. OR EQUAL. COMPLIANT WITH THE CITY OF TUKWILA GREASE INTERGEPTOR DESISN STANDARDS. REFERENCE CITY OF TUKWILA SHEET 55 -14 HAND SINK TARRISON PROD. COMMERICAL STAINLESS. INSTALLED BY PLUMBINS CONTRACTOR MB -1 - MOP SINK - FLOOR MOUNTED MSB -12424 (FIAT) MOP SERVICE BASIN 24' X 24' X 10' SHELF, COMBINATI ❑N DOME STRAINER AND LINT BASKET, AND SOCKET FOR 2' OUTLET, CAULK CONNECTI ❑N. 782 -VB ( CHICAGO FAUCET ) WITH BUCKET HOOK, HEISE TOP BRACE AND STOPS IN SHANK, MOLDED STONE WITH DRAIN WITH STRAINER END, VACUUM BREAKER, ROUTE CONDENSATE LINE TO FLOOR DRAIN INSULATE WITH HEAT TAPE GREASE INTERCEPTOR SIZING MEALS PER WASTE FLOW RETENTION STORAGE CAPACITY IN HOUR PEAK X RATE X TIME X FACTOR GALLONS r SWAMI 60 MEALS X 2 GALLON* X 1.5 GALLON* X 1.5 HR* = 182.25 GALLON * SINGLE SERVICE KITCHEN SELECT A 1,000 CALLON CAPACITY GREASE INTERCEPTOR (MINIMUM SIZE ALLOWED) These plans have been reviewed by t e Public Works Department for conformance 1 it current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 1 / RECEIVED OCT 1 4 2006 TUKWILA PUBLIC WORKS INCOMPLETE LTR# N- ODRD£10 LI EiLIU ®DtiiNirelUWSJlig DOA MECHANICAL * ENGINEERS ELECTRICAL 6909 South Holly Circle, Suite 304 Englewood, Coloro.do 80112 Ph' (303) 773 -8773 Fax' (303) 779 -8333 W 0 Ill N ui QC tC } n 4 —1 e '- cfl - 0 z I (Ni W in 0 l� SWEET 11.11 ck) �11 0/ w ill NI- of a 11 -1 (f) ____ (D cf3 ci) CITY OF TUKWILA OCT 0 9 2008 PERMIT CENTER DATE OS/06/08 SCALE A5 NOTED DRAUJN J08 051246 1 OF 2 SWEETS REVISIONS BY PURL I G I'IORKS COMMENTS IOPf /O8 DP SE WILL HARRIS .ARCHITECTS 2151 E. Beaver Lake Dr. Sammamish, WA 98075 Ph: (425 391 -2321 Fax (25) 391 -2750 g . p w 6 Q J J W z L m o m o bill UW • m7, • J I z z W w I/ U • F i � z °W 1 W W W zj) <Lo z z J F } ow CC I W m a 2 z - o N z om - Fw <W u I z< J3Zw W w O Q OZ 0 QZ 0U O w - Zn w J 02 w00 W J F 0 j W?W j U w W PiZ Wll ?wo - z zzQ Q w ()0 < Z W < 0 13 O 0 Z\ Q N W . . m zo Z< (<)( z ix • } 2 F p JUQ W J J W J JQW U • U 0 j2O =Q� F� W W W � W2O < 0 < ww F I w zW W z • Q 0 W U • Z z • 0 Z F 0 ° W ZQ WW z LC 0- OO tU w Z l- IW I in 0 J00 U w< zoE - Fa z z Um0 LOJo zo WWI0 z F w Low z w w w Fa z 1 W02' �IWZ 1m ° w z w mI-0 ° OU >zg0- 0 3ro 1 • m 0 O Z u =o o 6 W CC W Z W I OF W O 6 0 • 1 61 Ww WF 2 J U J �Q Z o w F I FF0 J • l -0 W 1 }OWI z • W W QQo U F Z U 0 U0 IIWL WW1 U' O F Z I m oo Z <0 p W O 1 - - • Q F L. I ° OJw 00< WI I 0Fm Q3Zm ap 3z WW< 0 0 I U - m < w n ZZF 7 I-0F I - NO SCALE PLUMB I NS SENERAL NOTES THE SUB - CONTRACTOR SHAI 1_ VISIT THE JOB SITE AND BECOME FAMILIARIZED WITH ALL REQUIREMENTS OF THE GONTRAGT PRIOR TO SUBMISSION OF BID. THE SUB - CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS PRIOR TO BID OR START OF INSTALLATION. THE SUB- GONTRAGTOR SHALL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE, AND SHALL NOT COVER ANY WORK UNTIL APPROVED BY THE INSPECTION AUTHORITY. ANY AND ALL FEES ASSOCIATED WITH THE PLUMBING WORK, INCLUDING CONSTRUCTION AND INSPECTIONS SHALL BE PAID FOR BY THE SUB-- GONTRAGTOR IN ORDER TO DELIVER A COMPLETE AND FINISHED BUILDING, READY FOR OCCUPANCY AND 100% USAGE. THE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE SUB - CONTRACTOR HAS FAMILIARIZED HIMSELF /HERSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED, HILL- NOT BE RECOGNIZED IF THEY GOULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION BEEN MADE. ANY COSTS DUE TO THE LACK OF COOPERATION AMONG TRADES SHALL BE BORNE BY THE SUB- GONTRAGTOR. THE INFORMATION PRESENTED ON THESE DRAWINGS 15 DIAGRAMMATIC IN NATURE. IT DOES NOT NECESSARILY REPRESENT Al 1 FITTINGS, HANGERS, ETG. FOR A COMPLETE WORKING SYSTEM. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETELY FINISHED AND OPERATIONAL SYSTEMS. REFER TO LATEST ARCHITECTURAL DRAWINGS FOR: EXACT HALL LOCATIONS, DIMENSIONS, AND PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS. SUB - CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ALTERATIONS REQUIRED BY THE OWNER, ARCHITECT, OR FIELD CONDITIONS. ALL EQUIPMENT SHALL BE NEH, SHALL COMPLY HITH APPLICABLE INDUSTRY STANDARDS, HITH SPECIFICATIONS ON DRAWINGS, AND ENERGY CODE COMPLIANCE CERTIFICATION AS ADOJ-' I CD BY THE STATE, AS WF1 1 AS LOCAL JURISDICTIONAL BUILDING DEPARTMENT. SUBMIT DATA FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMITTAL SHALL INCLUDE ENERGY CODE COMPLIANCE CERTIFICATION. SUB- GONTRAGTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL EQUIP- MENT INCLUDING: FIXTURES SPECIFIED IN EQUIPMENT SCHEDULE ON DRAWINGS FOR REVIEW/APPROVAL (5) DAYS PRIOR TO BID. EQUIPMENT IS NOT TO BE ORDERED WITHOUT SUBMITTAL TO ARCH I TEG T/O HNER/ENG I NEER. ALL VENT LINES SHALL BE SLOPED AWAY FROM CONNECTIONS TO STACK AND TOWARD THE FIXTURE IN ORDER TO PREVENT THE ENTRAPMENT OF FLUIDS IN THE VENT LINE. ALL DRAINAGE LINES SHALL BE SLOPED AT A MINIMUM OF 1/4 IN. PER LINEAL FOOT UNLESS OTHERWISE SHOWN OR NOT ALLOWED DUE TO FIELD CONDITIONS. VENT PIPES AND FITTINGS SHALL BE SERVICE WEIGHT GAST IRON NO HUB OR DWV COPPER AND IN ACCORDANCE WITH LATEST EDITION INTERNATIONAL PLUMBING CODE. ALTERNATE MATERIALS SHALL BE SUBMITTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO START OF WORK. SOIL AND WASTE PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH NO HUB FITTINGS AND SHALL BE IN ACCORDANCE WITH LATEST EDITION INTERNATIONAL PLUMBING GODE. ALTER- NATE MATERIALS SHALL BE SUBMITTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO START OF WORK. DOMESTIC WATER PIPING ABOVE GROUND SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS. JOINTS AND CONNECTIONS SHALL BE COMPLETED WITH q15 PERCENT TIN, 5 PER- CENT ANTIMONY WITH BRAZED JOINTS AND WROUGHT COPPER FITTINGS. HATER PIPING BELOW GROUND SHALL BE TYPE "K ". PIPE SUPPORTS SHALL BE ADJUSTABLE BAND HANGERS WITH ZING FL F_CTROPLATING FOR STEEL PIPE AND COPPER Fl FCTROPLATING FOR COPPER PIPE. INSULATE ALL PIPING, VALVES, AND FITTINGS FOR DOMESTIC GOLD AND HOT HATER WITH 1/2" PRE- FORMED FIBERGLASS INSULATION WITH "K" FACTOR OF 030 MAXIMUM AT 200 DEG. F. MEAN TEMPERATURE PROVIDE ALL SERVICE, SELF LAP JACKET, AND VAPOR BARRIER. THIS SUB -- CONTRACTOR SHALL PROVIDE PLUMBING EQUIPMENT, TRIM AND FITTINGS WHERE SPECIFIED OR AS REQUIRED FOR COMPLETE INSTALLATION. THIS SUB- CONTRACTOR SHALL ROUGH -IN AND CONNECT ALL EQUIPMENT INCLUDING EQUIPMENT FURNISHED BY OTHERS. SOIL, HASTE, AND VENT SYSTEMS SHALL BE TESTED AT I- P.S.I.G. FOR 30 MIN. WITH NO LEAKS. POTABLE HATER PIPES, VALVES, AND FITTINGS SHALL BE DISINFECTED, AND HYDROSTATICALLY TESTED AT 125 P.S.I.G. FOR 60 MIN. HITH NO DROP IN PRESSURE. ALL GOLD AND HOT HATER SUPPLY LINES SHALL BE RUN CONGEAL Erg ABOVE CEILING AND /OR GONGEALED 114 HALLS UNLESS OTHERWISE NOTED. INSTALL ON BUILDING SIDE OF INSULATION AND PROVIDE HEAT TAPE WHERE NECESSARY TO KEEP LINES FROM FREEZING. FOR BUILDINGS WHICH ARE NOT OPERATED YEAR ROUND, PROVIDE FOR COMPLETE HATER DISTRIBUTION DRAIN DOWN. ALL SUPPLY LINES SLOPED TO LOW POINT IN MECHANICAL ROOM OR AT POINT OF HATER ENTRY. PROVIDE FLOOR DRAIN TO ACCEPT DISCHARGE FROM BALL VALVE PIPED TO FLOOR DRAIN. INSTRUCT OWNER, IN WRITING, ON METHOD OF WINTERIZING WITH ATTENTION TO ALL PLUMBING FIXTURES. 3/8" HW 3/8" GIN I /2 "x3 /8" ANGLE STOP HAND SINK HATER TEMPERING VALVE. INSTALL ON ALL LAVATORIES AND HAND WASH SINKS. WATTS MODEL USG -B (OR EQUAL). TEMPERING VALVE PIPING DETAIL PLUMB I NO LESEND DOMESTIC GOLD HATER DOMESTIC HOT WATER DOMESTIC, HOT HATER RECIRCULATION S SAS LINE SANITARY SEWER ABOVE FLOOR OR GRADE SANITARY SEWER BELOW FLOOR OR GRADE — — — SANITARY VENT SATE VALVE GHEGK VALVE ® GLEANOUT FLOOR DRAIN FLOOR SINK. 1- HOSE BIBS O ELBOW - TURNED DOWN 0 ELBOW - TURNED UP UNION D411 HOSE END DRAIN VALVE 11 di) hill —M PLUS VALVE -- PRESSURE REDUCINS VALVE BALL VALVE ON 2" SMALLER, BU I I i_RFLY ON 2 1/2" LARGER LINE RELIEF VALVE B POINT OF CONNECTION - NEH TO EXISTINS NO SCALE AB O COMMON E3 A NO NC UNIT 0 SUMP OVERFLOW 1/2" • GW 1/2" 1 S I" DRAIN NOTE: TO FLOOR DRAIN 0 LOCATE SOLENOID VALVE INSIDE HEATED BUILDING. KITCHEN HOOD SUPPLY FAN INTERLOCK W/ EVAP GOOLER S (EVAP. COOLER) PIPING SCHEMATIC ROOF " G 3/4" 5 GO GRIDDLE 90 MBH 3 4" NO SCALE GREASE INTERCEPTOR 1000 GALLON G RTU-1 100 MBH EX. WATER HEATER 70 MBH GAS SCHEMATIC SAMPLE TEE G 5G0 4" EX. WGO WASTE AND VENT ISOMETRIC NO SCALE " 1 EX. 2" 2 " L -I GAS METER. 260 MBH ESTIMATED LOAD LONGEST RUN: 100 FT (ESTIMATED) 2" F5 -I GO 2 "VTR 2 "VTR JIB I \ \ 11 II "N\ HS -I PREP F5-I / MSB 1 2" SINK WGO ET - \ \ \ AMTROL * MODEL ST -I2 OR EQUAL RECEIVED CITY OF TI JW+AaLA OCT 0!� Milli WATER HEATER DETAIL PERMIT CEN I LI NO SCALE \ 2" b" DRIP LEG PLATFORM ABOVE MOP BASIN 3" PVG GHH-I ,#) CONCENTRIC COMB. AIR / VENT FITTING THROUGH ROOF. 3" PVG U r / T 4 P VALVE PIPE TO MOP BASIN. EPE U€ a4 aGMOWENIECOnlCilfl OGAG MECHANICAL ENGINEERS x ELECTRICAL 6909 South Holly Circle, Suite 304 Englewood, Colorado 80112 Ph. (303) 773 -8773 Fax: (303) 779 -8333 (-) w 0 0 n d 0 <1.Q 0_ Ca ° m IY u � u w -- LH 1 : ot � 6 DATE SCALE 00/ DRAWN STAFF. JOB SHEET p Y ^ 2 OF 2 SHEETS Exai €arts P E01 10; doo- ? a 0N o W za o rc w 3�a a m z ▪ W 0>..x g;ZB 9, l wa z O ZgF 1581 %]0 owz; 3 rig Z 11EE o Z aQ � W < H < � OW O F ?0 Z ZQUp 3Irc; 0 amo 301i � W IJ� h> 0 WOE W O��W 4 a 1z W 0 Off W� Z U a rc WW W` Z it 0 WZ �pj 0I a z� Ezz 01- 14 8 W Z}} a WILW WWW aaZW W o w P18 0.0 F ahJZ �W� W O. o w W � Q � sn Sa a •a WW aU U� writ 0 a or o 6 Z 11 0 &Z Od WAi o 00 UgmN i o to §z ��tt 3 F o a2 Z 3 1 ,4-2 fi > EXTEND AND RECONNECT TO NEW BKR LOCATION RUN CINDUIT IN CASEWORK TO EACH OUTLET A -3 A-5 LL II II ( 11 III III III A -1 42 SCALE: 1/2' = 1' -0' ELECTRICAL. POWER PLAN P ART EQUIP. NO DESCRIPTION MANUFACTURER, MODEL No. AND INFORMATION SIZE LxWx14 INCHES EQUIPMENT SCHEIDULE ELECTRICAL CHARACTERISTICS ITEM SUPPLY G.C. P.P. REMARKS 28 PITA TABLE 2 UNIT CANOPY EXHAUST HOOD CHEF BASE GRIDDLE SMOOTHIE STATION MICROWAVE COKE COOLER PHONE / FAX P.O.S. SYSTEM WALK -IN FREEZER WALK -IN COOLER BLENDER SODA FOUNTAIN UNIT ICE MACHINE SLICER SOUP WARMER COOKIE OVEN TRUE "TSSU- 12 -30M OR 60 -30M CAPTIVE - AIR TRUE "TRCB -52 ULTRA MAX MODEL 8361 TUC -21 515 TUC -21F PANASONIC MODEL NE1064 TRUE MODEL GDM12 SHARP "UX -P200 ALOHA P.O S. SYSTEM NOR LAKE CPF015DC NOR LAKE VITA -MIX MPX36000 COKE FOUNTAIN / GK FIXTURES COUNTER SCOTSMAN ICE UNIT BERKEL MODEL 821,6, SERVER ROBOT COUPE 12 x 34 x 41 48 x59x23 52 x33x26 36x24x14 30 x 28 x 3' 21x12x14 30x30x"19 16 x 12 x S 13 x 15 x 14 12 x 48 x 106 12 x 96 x 106 10x11x22 23 x 30 x 30 22 x 24 x 28 20x25x11 14 x 14 x 23 x11x11 115/ 60/ 1/ 105 AMPS 115 / 60 / 1 /108 AMPS 120/ 120/60/1 115/ 60/ 1/ 8.1 AMPS N/A 115/ 60/1/3.9AMPS 115/60/I/83AMPS 120/60/103 AMPS 115/ 115/60/1 115 208/60/ 13.4 AMPS 208/ 11.9 AMPS 120/ 50/ 60/ 15 AMPS I15/60/1/3.5AMPS 115 /60/1/5.1 AMPS 115 /60/1/ .& AMPS 115 120 / /13 AMPS x X X X x X X x X X X X X X X X 5' CASTERS. SOMETIMES 60' USED IN SMALLER LOCATIONS TYPE !MODEL FN-15-MC 4/3.9 5' CASTERS 90 MBH GAS INPUT PROVIDED WITH 5' CASTERS. (2) UNITS COOLER / FREEZER LOCAL OWNER SUPPLIED (1) DOOR PER PLAN (3) TERMINALS DEDICATED PER PLAN SUPPLIED WITH INSULATED FLOOR SUPPLIED WITH INSULATED FLOOR (2) UNITS PER STORE ON 84 x 32 x 34 COUNTER CME306AS ON TOP OF SODA FOUNTAIN UNIT 12' MANUAL R2DICE FIELD VERIFY EXISTING BREAKER SIZE AND TYPE PRIOR TO START OF WORK A- 24,26,28 (*S) A -12 EXRT 208,3P 2'1.0 FL CD COMPRESSOR A- 14,16, TOP OF FREEZER A -3 EXTEND AND CONNECT TO NEW CIRCUIT AS SHOWN 35 32) BOX CaMPSSOR ON TOP OF COOLER NOTE: SEAL OFF FENNITRATI •' INto - Tr NEW 200 AMP. SERVICE NEW PANEL 'A' PART 1. ALL KITCHEN RECEPTS ARE TO BE GPI PROTECTED PER NEC 2. INSTALL J - BOX ABOVE COOLER/FIEZER E.G. TO MAKE FINAL CONNECTION TO BOXES. 3. INSTALL J -BOX FOR FREEZER HEAT TAPE AND DOOR HEATER 4. RUN POWER DN IN WALL TURN OUT IN CASE WORK COORDINIATE WITH CASE SUPPLIER FOR EXACT LOCATIONS FOR CONDUIT ROUTING AND OUTLETS RECO/ED SEP 092008 , EHIVII T CENTER PE311@l0 17 aGtlCiOCnNIEMCO WCI] 06I€ MECHANICAL M ENGINEERS IM ELECTRICAL 6909 South Holly Circle, Suite 304 Englewood, Colorado 80112 Phi (303) 773 -8773 Fax' (303) 779 -8333 REVISIONS BY WILL HARRIS ARCHITECTS 2151 E. Beaver Lake Dr. SE Sammamish, WA 98075 Ph: (425) 391 -2321 Fax (425) 391 -2750 ,„ > co - ki 0_ CV. 0/ . � 0/ d), c (I) cot DATE 08/06/08 SCALE AS NOTED DRAUJN Joe. 0812,4G SHEET OF SHEETS www 34- q lEf Q iioo W W0 % 0 Ma OUO_ _ oom ON ZE Z Uw Z (1.2z z i-4 a 5 0 a 0<00 ZOU Z UZ�F 1581 0 N � zWOZ Z WZ HQ OWJQ Q a?0 0 o w3 41 ww �A a� ot@ H � Z 4 W�0 0 Of! ?z WW Wa Z : tlo i ai EZOr wWa i_0t1 w W. E a z 14 Woz 11 2R o }} W W w=3Z o g �Z a 0 0 aaz N ghi ZJ �� • W OO S a oka mmli Ww 0 off. 0 Zo Z ilzw a 0 0 00 ccQIG) aril Q1W Z €W 3F0� I-1 (VIA SW b) (VIA SW b) LIGHTING FIXTURE SCHEDULE EXTERIOR WALL MOUNTED SCONCE SUBMITT PER LIGHTING APPROVED PACKAGE SUPPLIED W/ COOLER AND FREEZER PENDANT (LOW VOLTAGE mr16 20 WATTS EACH HEAD) SUBMITT PER LIGHTNG APPROVED PACKAGE PENDANT (LOW VOLTAGE mr16 20 WATTS EACH HEAD) SUBMITT PER LIGHTING APPROVED PACKAGE TRACK LIGHTING (LOW VOLTAGE mr16 20 WATTS EACH HEAD) SUBMITT PER LIGHTING APPROVED PACKAGE >C1 EXIT LIGHT W/ 8UG EYE RECESSED RECESSED RECESSED RECESSED RECESSED WALL OR CLG. 2 -U32 113 WITH SHATTER PROM LENS AND SMOOTH SURFACE OUT 4 SEALED 3 -U32 TS WITH SHATTER PROFF LENS AND SMOOTH SURFACE OUT 4 SEALED CFL R20 LAMP 14 WATTS EACH 1 -20 (mr16) W/ EMERGENCY BATTERY BACK -UP 1 -20 (mr16) COMPLETE WITH BATTARY BACK UP REFLECTED LIGHTING PLAN (VIA SW a) H (VIA SW a) A -36 (PART) A -36 (PART) (VIA P.C.) w ®oaa� alabgI 'Daa®ofit®0 Drag MECHANICAL w ENGINEERS ON EL 6909 South Holly Circle, Suite 304 Englewood, Colorado 80112 Ph' <303) 773 -8773 F'0.x' <303) 779 -8333 REVISIONS N to t tY - O 11L al 3 al to JOE3 SHEET BY WILL HARRIS ARCHITECTS 2151 E. Beaver Lake Dr. SE Sammamish, WA 98075 Ph: (425) 391 -2321 Fax (425) 391 -2750 ILI > c Pc\ 0-11 I � 0/ <II: Ni s 0/ 0 co ci) DATE 08/06/08 SCALE A6 NOTED 0812AG OF SHEETS ° Id P W WW]� rc U° - a Gott W I°i W 514 w] a2°zq p -z 041 0 1 g3 %o ZW mt z 0 z <0o Q?0 z U I d ] 8 gai z Iz Z ie u z z I - z 421 z Q Q '�OW Z OWJ It O ■ Z o0o ]O � JW 1 wU Fj o W � m 02O 0 a 3 4 a� Odt °WZZZ W ZQ WW Z w w Z OZ EZOr W� W 0 W z_z WZ}}. ��-- w 0. z }} z IO ®U g� 0; ZZ 0.00 H0 414 pizz E �W 7 wa zW�Z O � rt B 1 0. ° W • 5 og ] 0 � a 0i WW K O �IWW O 0 O 21 00 9p) Q� O ZW m U�mm pi! �3Z�+ toq Q5 0 z Sad GENERAL maTrEs THE SUB - CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIARIZED WITH ALL REQUIREMENTS OF THE CONTRACT PRIOR TO SUBMISSION OF BID. THE SUB-CONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER OF ANY CONFLICTS PRIOR TO BID OR START OF INSTALLATION. THE SUB - CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE, AND SHALL NOT COVER ANY WORK UNTIL APPROVED BY THE INSPECTION AUTHORITY. ANY AND ALL FEES ASSOCIATED WITH THE ELECTRICAL WORK, INCLUDING CONSTRUCTION AND INSPECTIONS SHALL BE PAID FOR BY THE SUB - CONTRACTOR IN ORDER TO DELIVER A COMPLETE AND FINISHED BUILDING, READY FOR OCCUPANCY AND 1007. USAGE, THE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE SUB - CONTRACTOR HAS FAMILIARIZED HIMSELF /HERSELF 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 FORESEEN HAD PROPER EXAMINATION BEEN MADE, ANY COSTS DUE TO THE LACK OF C ❑OPERATION AMONG TRADES SHALL BE BORNE BY THE SUB - CONTRACT ❑R, THE INFORMATION PRESENTED ON THESE DRAWINGS IS DIAGRAMMATIC IN NATURE. IT DOES INDICATE THE GENERAL DESIGN AND ARRANGE- MENT OF CIRCUITS, OUTLETS, EQUIPMENT, SYSTEMS, ETC. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETELY FINISHED AND OPERA- TIONAL SYSTEMS. EXACT ROUTING MAY VARY AND MAY REQUIRE ADDITIONAL J -BOXES /PULL -BOXES AND/OR SPECIAL FITTINGS, REFER TO LATEST ARCHITECTURAL DRAWINGS FOR' EXACT WALL L ❑CATIONS, DIMENSI ❑NS, AND C❑NFIGURATI ❑NS, DOOR SWINGS FOR SWITCH LOCATION VERIFICATI ❑N, REFLECTED CEILING PLANS FOR VERIFICATION OF LIGHT FIXTURE L ❑CATIONS. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL ELECTRICAL EQUIPMENT LOADS PRIOR TO ROUGH -IN AND SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES EXIST, ELECTRICAL CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ALTERATIONS REQUIRED BY THE OWNER, ARCHITECT OR FIELD CONDITIONS. ALL EQUIPMENT SHALL BE NEW AND SHALL HAVE APPROPRIATE UNDERWRITERS LABORATORIES, INC, (U.L.) LABEL AND SHALL CONFORM TO LATEST INDUSTRY STANDARDS, ELECTRICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT INCLUDING' LIGHT FIXTURES, ELECTRICAL APPARATUS, WIRING DEVICES, ETC. FOR REVIEW /APPROVAL (5) DAYS PRIOR TO BID. EQUIPMENT IS NOT TO BE ORDERED WITHOUT SUBMITTAL TO ARCHITECT /OWNER /ENGINEER. ELECTRICAL CONTRACTOR SHALL MAINTAIN ALL WORKING CLEAR- ANCES FOR ALL ELECTRICAL EQUIPMENT PER N.E.C. REQUIREMENTS, ALL WORK SHALL COMPLY WITH LATEST EDITION OF NATIONAL ELECTRICAL CODE (N.E.C.) AND ALL LOCAL AND STATE BUILDING CODES AND ADOPTED ORDINANCES, AND REQUIREMENTS OF THE UTILITY COMPANY, ALL DISCONNECT SWITCHES SHALL BE HEAVY DUTY WITH DUAL ELEMENT TIME DELAY FUSES AS NOTED ON THE ONE LINE DIAGRAM. ENCLOSURE AND FUSE SIZE AS SHOWN OR AS REQUIRED TO MATCH INSTALLATION LOCATI ❑N AND LOAD C❑NDITI ❑NS. AT THE COMPLETION OF THE WORK, THE ELECTRICAL CONTRACTOR SHALL PR ❑VIDE COMPLETE, ACCURATE, TYPED PANEL DIRECTORIES. ANY DEVIATI ❑N FROM PLANS WITHOUT PRIOR APPROVAL OF THE ARCHITECT /ENGINEER SHALL BE CAUSE FOR REJECTION OF MATERIALS AND/OR METHODS AND ANY COSTS INCURRED TO CORRECT SUCH DEVIATION TO THE SATISFACTION OF THE ARCHITECT /ENGINEER SHALL BE BORNE BY THE SUB - CONTRACT ❑R, EQUIPMENT STARTERS AND RELATED CONTROL AND WIRING SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACT ❑R, OVERLOAD HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH NAMEPLATE DATA ON EQUIPMENT. STARTERS SHALL BE INSTALLED AS DIRECTED BY THE MECHANICAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR LOCATION OF THERMOSTAT(S), EXHAUST FAN(S), AND OTHER SPECIAL EQUIPMENT OR CONTROLS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL CONDUIT, JUNCTION BOXES, WIRING, AND DISCONNECT SWITCHES AND THERMOSTAT JUNCTI ❑N BOXES. GROUNDING' SYSTEM GROUND SHALL BE IN ACCORDANCE WITH N.E.C. AND TABLE 250-122, THE SYSTEM SHALL BE FURNISHED WITH A CONTINUOUS GROUND FOR RECEPTACLES, LIGHTS, AND EQUIPMENT IN ACCORDANCE WITH N.E.C. TABLE 250 -122. CONDUIT RUNS INSIDE THE BUILDING SHALL BE CONCEALED, CONDUIT BELOW FLOOR SLAB SHALL BE INSTALLE:D BELOW THE SLAB AND INSTALLED PRI ❑R TO POUR. RUNS TO BE STRAIGHT AS POSSIBLE FROM POINT OF OUTLET TO POINT OF OUTLET. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTI ❑NS TO OUTSIDE EQUIPMENT, SIGNS, LIGHTING, ETC., PROVIDE DISCONNECT AT EACH SIGN L❑CATI❑N IN ACCORDANCE WITH N.E.C. PARAGRAPH 600 -6. 1l©T H {DT©HIEN GQMIIP1VlL NT THE SUB - CONTRACTOR SHALL COORDINATE WITH AND CONFORM T❑' APPROVED ELECTRICAL KITCHEN EQUIPMENT SHOP DRAWINGS, WITH THE EQUIPMENT SUPPLIER, EQUIPMENT INSTALLER, AND THE WIRING DIAGRAMS, DETAILS, ETC., PRIOR TO ANY ROUGH -INS. THIS SHALL INCLUDE THE FOLLOWING BUT IS NOT NECESSARILY LIMITED TO' PR ❑VIDE ALL POWER CIRCUITS, WIRING, CONDUIT, OUTLETS, DISCONNECT SWITCHES, ETC., AND PROVIDE FINAL ELECTRICAL CONNECTIONS TO ALL EQUIPMENT. ALL EQUIPMENT SHALL HAVE APPROVED DISCONNECTING MEANS IN ACCORDANCE WITH N.E.C. ARTICLE 422. PR ❑VIDE ALL POWER CIRCUITS, WIRING, CONDUIT, OUTLETS, DISCONNECT SWITCHES, ETC., FOR ALL REFRIGERATION EQUIPMENT EXCLUDING COMPRESSORS, SOLENOIDS, ETC. WHICH ARE FURNISHED BY REFRIGERATION CONTRACTOR. MAGNETIC CONTACTORS, TIME CLOCKS, ETC. ARE FURNISHED AND INSTALLED BY THE ELECTRICAL SUB-CONTRACTOR. PROVIDE MATCHING RECEPTACLES AND CONNECTORS IF CORD IS SUPPLIED WITH EQUIPMENT. SPLICE CONNECTORS TO CORD IS NECESSARY. MAKE ALL FINAL HARD WIRED C❑NNECTI ❑NS TO EQUIPMENT AFTER EQUIPMENT IS INSTALLED. VERIFY ALL ELECTRICAL CHARACTERISTICS WITH THE KITCHEN EQUIPMENT SUPPLIER, RECOMMENDATI ❑NS, AND CONTROL WIRING DIAGRAMS, EQUIPMENT CONNECTIONS, MOUNTING HEIGHTS, LOCATIONS ETC. PR ❑VIDE MATCHING RECEPTACLES AND CONNECTORS IF CORD IS SUPPLIED WITH EQUIPMENT, PROVIDE CORD CAP IF NOT PROVIDED WITH EQUIPMENT. FOR ADDITIONAL INF❑RMATI ❑N, REFER TO FOOD SERVICE EQUIP- MENT DRAWINGS. N©T H KITCHEN MOOD SYSTEM NORMAL OPERATION' THE GREASE HOOD FAN SHALL BE INTERLOCKED TO OPERATE WHEN- EVER ANY GAS -FIRED APPLIANCE IS ❑N. THE MUA UNIT SHALL OPERATE WHENEVER THE GREASE HOOD OR DISHWASHER HOOD IS OPERATING. START-STOP SWITCHING FOR THE HOOD SYSTEMS) SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, PROPERLY LABELED. ALL ELECTRICAL POWER CONNECTIONS AND RECEPTACLES LOCATED UNDER THE GREASE HOOD SHALL BE CONNECTED TO THE PANELB❑ARD(S) WITH SHUNT -TRIP BREAKER(S), BREAKERS CONNECTED TO FIRE PROTECTION SYSTEM FOR SHUT -DOWN IF FIRE DETECTORS ARE ACTIVATED. EMERGENCY FIRE MODEL ALL EXHAUST FANS SHALL BE LEFT ON, THE MAKE -UP AIR UNIT SHALL BE AUTOMATICALLY TURNED OFF, THE KITCHEN GAS LINE S ❑LEN ❑ID VALVE SHALL BE AUTOMATICALLY TURNED OFF, ELECTRICAL POWER CONNECTI ❑NS UNDER THE HOOD SHALL AUTOMATICALLY TURNED OFF, COORDINATE THE ABOVE SEQUENCE WITH THE KITCHEN HOOD FIRE PROTECTI ❑N CONTRACTOR, INSTALLATION SHALL COMPLY WITH N.F.P.A. CHAPTER 96. n .H � 1r --- ) - ) � 48 I DUPLE RECEPTACLE MOUNT @ 15' A.F.F. UNLESS 48' - MOUNT AT 48' A.F.F. IG - ISOLATED GROUND +6' - MOUNT AT 6° ABOVE CONTERTOP GFI - GROUND FAULT INTERRUPTER O -0 DJ NON- FUSIBLE DISCONNECT PANELBOARD -N❑TE1 PROVIDE TYPEWRITTEN DIRECTORIES AT C ❑MPLETI ❑N OF WORK SWITCH MOUNT @ 48' A.F.F. UNLESS OTHERWISE NOTED D - DIMMER SWITCH T - TIMER L - LIMIT 3 - THREE -WAY SWITCHING K - KEYED M - MANUAL STARTER 1 . D 4 -PLEX RECEPTACLE MOUNT @ 15'A.F.F. UNLESS OTHER- WISE NOTED 208V, RECEPTACLE JUNCTION BOX NOTE' MARK ALL J BOXES WITH BRANCH CIRCUIT PANEL DESIGNATION & CIRCUIT NUMBER(S) WALL MOUNTED JUNCTI ❑N BOX TELEPHONE OUTLET MOUNT @ 15'A,F.F. UNLESS OTHERWISE NOTED - STUB 3/4 °C, INTO ACCESSIBLE L ❑CATION ABOVE CEILING. PROVIDE BLANK COVER PLATE, DATA TERMINAL OUTLET MOUNT @ 15'A.F.F. UNLESS OTHER- WISE NOTED - STUB 3/4'C. INTO ACCESSIBLE LOCATION ABOVE CEILING. PROVIDE BLANK COVER PLATE. RECESS MOUNTED FIXTURE A - FIXTURE TYPE a - SWITCHING DESIGNATION 0 PENDANT D❑WNLIGHT SURFACE / CHAIN MOUNTED FIXTURE 1 ®i CEILING MOUNTED EXIT SIGN / �•a a CIRCUIT HOME -RUN (ARROWS INDICATE NUMBER OF A -1.3.5 CIRCUITS) A - - NEL A, CIRCUITS 1, 3, B. 5 '. / ( *10) - USE PA 10 GAUGE COPPER WIRE NOTE'- NOT ALL SYMBOLS MAY APPLY TO ALL SHEETS - ALL WIRE SHALL BE COPPER (MIN. #12 AVG) UNLESS OTHERWISE NOTED. - FEEDERS SHALL CONFORM TO N.E.C. 215 -2. BRANCH CIRCUIT WIRING AND VOLTAGE DROP REQUIREMENTS SHALL CONFORM TO N.E.C. 210- 19(a). - ALL SUPPORTS FOR EQUIPMENT AND DEVICES SHALL CONFORM SEISMIC ZONE REQUIREMENTS AND LOCAL AUTHORITY HAVING JURISDICTION. LIGHT FIXTURES SHALL BE SUPPORTED IN ACCORDANCE WITH U.B.C. VOL. III, SEC. 25.213 and N.E.C. ARTICLE 300, AND SPECIFICALLY PARAGRAPH 300- 11(a). SCHEDULE — PANEL A NOTE: ALL BREAKERS 20A. UNLESS NOTED OTHERWISE. MFG. AS APPROVED TYPF PANEL- BOARD LUG LOC BOTTOM AMPS 200A MLO VOLTAGE 120/208, 3ph, 4W MOUNTINS SURFACE BRACING SERIES RATED ** PER N.E.C. ARTICLE 220 -20 KITCHEN 31.4KVA CO 65% — LIGHT. RECEPT MECH. 2.9 17.7 25X LARGEST MOTOR artL.t SPARE TOTAL KVA @ 125% = 3.6 KVA KVA @ 100% = — KVA KVA @ 100% = 17.7 KVA 3.0 KVA KVA @ 100% = 20.4 KVA 213 KVA 72.0 KVA RECEPT (ITEM 28 4 29) RECEPT (ITEM I) RECEPT (ITEM 8) RECEFT (ITEM I) RECEPT (ITEM 2) - -- (SAINT TRIP) RECEPT (ITEM 3) - -- (SHUNT TRIP) RECEPT GWN -I J -BOX'S (EVAP. COOLER'S) - -- (SHUNT TRIP) WINDOW RECEPT WINDOW RECEPT EF -1 SF -1 RECEPT J -BOX (SIGN) RECEP1 (ITEM 30) SPARE SPARE SPARE 1032 1160 I000 1260 1200 912 120 960 1400 1400 1116 864 540 1200 1000 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 540 180 1464 1800 1800 1104 1456 1456 1456 1456 1560 3240 3240 3240 600 560 312 840 1500 4000 4000 RECEPT (ITEM 11) RECEPT (ITEM 10) RECEPt (ITEM 5 4 513) RECEPT (ITEM 24) RECEPT (ITEM 24) RECEPT (ITEM 9) J -60X (ITEM 20) J -ROX (ITEM 21) RECEPT (ITEM 34) EX RTU -1 J -80X (MEM 20) LIGI- IT11•4 TRACK LIGHTING KITCHEN LIGHTING 8R/RRALALK INS RECEPT (ITEM 32) DISC - DUCT I-EATER A phase = 16,716 VA 1 B phase = 17,384 VA C phase = 17,888 VA 1 Total = 51,988 VA 1> MELD VERIFY EXACT LOAD PRIOR t0 START OF WORK SCALE: NONE V\ PAD MOUNTED TRANSFORMER A I20/208V 3P1-1 4W ELECTRIC SERVICE 'EX r -I- M� L f --[{[---- ---lr L 0 EX. M� EX M EX M EX 1 1 1 1 1 1 TYP. TO EACH TENANT SPACE EXISTING ONE -LINE DIAGRAM EX. NEMA 3R MULTI -METER PANEL NO CHANGE CD EX 200 200 EX. J L Ex 1 EX 2'C 1 4+3/0CU 1+6 GND THIN To BLDG. STEEL 4 C.W. PIPE IN ACCORDANCE WITH N.E.C. ARTICLE 250 E.C. TO REPLACE EXISTING. SUPPLY AND INSTALL NEW AND BREAKERS v 4.; 'v. .. {. RECEVE.P SEP 092000 PERMIT cENTb P ®G£la4 aA®DGMENIail®9 OGIA MECHANICAL w ENGINEERS r ELECTRICAL 6909 South Holly Circle, Suite 304 Englewood, Colorado 80112 Phi (303) 773 -6773 Faxl (303) 779 -8333 BY WILL HARRIS ARCHITECTS 2151 E. Beaver Lake Dr. SE Sammamish, WA 98075 Ph: (425) 391 -2321 Fax (425) 391 -2750 <11. > a_ ill ci6 (Y. 0/ ill WI N Q <11: NL 0/ (5) 0 00 11— DATE 08/ 06/08 SCALE DRALU •1 JOB 0812AG AS NOTED SHEET E3 OF SHEETS GENERAL NOTES: 1. EVERY EFFORT HAS BEEN MADE TO MAKE A COMPLETE AND ACCURATE PRESENTATION OF THE WORK REQUIRED FOR THIS REMODEL. DUE TO THE NATURE OF REMODELING PROJECTS NOT EVERY CONDITION CAN BE ADDRESSED. CONTRACTOR TO OBTAIN A BUILDING PERMIT FOR ANY NEW WORK BEYOND THE SCOPE OF THESE DRAWINGS THAT IS REQUIRED DURING CONSTRUCTION, BEFORE THE NEW WORK IS BEGUN. 2. CONTRACTOR TO INFORM OWNER IF CONDITIONS REPRESENTED IN THIS DRAWING DIFFER FROM IN PLACE CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. 3. VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO CONSTRUCTION AND INFORM OWNER OF ANY DISCREPANCY. 4. DO NOT SEPARATE INDIVIDUAL SHEETS FROM COMPLETE SETS OF DRAWINGS. ONLY THE MOST CURRENT REVISED SETS OF DRAWINGS SHALL BE AT THE JOB SITE. THE ARCHITECT IS NOT RESPONSIBLE FOR PROBLEMS ARISING BECAUSE OF THE USE OF OUTDATED OR SUPERSEDE SETS OF CONSTRUCTION DRAWINGS. DO NOT SCALE DRAWINGS. WRITTEN DIMENSION TAKES PRECEDENCE OVER ACTUAL SCALED MEASUREMENT. 5. ALL DESIGNS, DRAWINGS AND DETAILS REPRESENT COMPLETED IN PLACE WORK. ARCHITECT SHALL HAVE NO CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSON PERFORMING ANY OTHER PORTION OF THE WORK OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS, OR INSTRUCTIONS BY THE TENANT. 6. PROVIDE ADEQUATE CONCEALED BLOCKING AND ANCHORING FOR CEILING AND WALL MOUNTED EQUIPMENT, ACCESSORIES AND WOOD TRIM. ALL CONSTRUCTION MATERIALS SHALL BE NON - COMBUSTIBLE. 1. WHEN A MATERIAL SYSTEM 15 NOTED, ALL PARTS AND MATERIALS REQUIRED TO COMPLETE THE SYSTEM SHALL BE FURNISHED AND INSTALLED PER THE MANUFACTURERS INSTRUCTIONS. 8. UNLESS OTHERWISE NOTED, ELECTRICAL CONDUITS, PLUMBING LINES, ETC. SHALL BE CONCEALED AND FRAMING SHALL BE OF ADEQUATE SIZE TO ACCOMPLISH THIS WITHOUT VARIATIONS IN THE WALL PLANE. 9. COORDINATE WITH ALL TRADES THE NEED FOR SLEEVES, BLOCK OUTS, STRUCTURAL SUPPORT OR OTHER PRESET ACCESSORIES. REFER TO DRAWINGS FOR SPECIFIC LOCATIONS OF BLOCKING IN WALLS AS REQUIRED. 10. IT IS THE INTENT OF THESE DRAWINGS TO DEFINE A COMPLETE FINISHED JOB. ANY DISCREPANCY OR OMISSION WNIC.H WOULD NORMALLY BE REQUIRED TO COMPLETE THE WORK OR ANYTHING REQUIRED BY THE CITY OF TUKWILA FIELD INSPECTOR, SHALL BE PROVIDED AND FINISHED AS IF SPECIFICALLY NOTED AT NO ADDITIONAL COST: UNLESS A WRITTEN CHANCE ORDER IS SIGNED BY THE TENANT INDICATING HIS INTENTION TO PAY FOR ADDITIONAL WORK, PRIOR TO START OF ADDITIONAL WORK. UNAUTHORIZED ADDITIONAL WORK SHALL BE PAID FOR BY THE CONTRACTOR. 11. NO ATTEMPT HAS BEEN MADE IN THESE PLANS TO DEFINE OR SEPARATE AREAS OF RESPONSIBILITY BETWEEN GENERAL CONTRACTOR, MALL OWNER AND TENANT. IT IS THE RESPONSIBILITY OF THESE PARTIES TO COORDINATE THEIR RESPECTIVE PORTIONS OF THE WORK WITH THE OTHER TO AVOID DUPLICATIONS, SCHEDULING PROBLEMS, AND OMISSIONS. 12. BIDDERS ARE EXPECTED TO VISIT THE SITE TO FORM THEIR OWN CONCLUSIONS AS TO THE NATURE AND SCOPE OF THE WORK. 13. WORK IS TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 14. PERFORM THE REMOVAL, CUTTING, DRILLING, ETC., OF EXISTING WORK WITH EXTREME CARE AND USING SMALL TOOLS IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF TI-4E BUILDING. 15. PATCH, REPAIR, CAP OFF AND ADAPT AS NECESSARY ALL. MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS REQUIRED TO BE ALTERED DUE TO THE EXECUTION OF THE NEW WORK. 16. PERFORM CUTTING OP EXISTING CONCRETE WITH SAWS AND CORE DRILLS. DO NOT USE JACKHAMMERS. 11. UNLESS SPECIFICALLY SCHEDULED FOR RE -USE BY THE OWNER, ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE REMOVED FROM THE SITE. 18. CAREFULLY REMOVE ALL MATERIALS THAT ARE SCHEDULED FOR RE -USE BY THE OWNER, AND PROTECT SAME. 19. DEBRIS FROM DEMOLITION SHALL NOT BE ALLOWED TO ACCUMULATE WITHIN THE BUILDING OR ON THE SITE. 20. LIMIT DUST TO THE LOWEST PARTICLE LEVEL. 2L PROVIDE PROTECTION FROM THE WEATHER WHERE OPENINGS IN THE EXISTING ROOF ARE CUT FOR NEW WORK AFTER WORK IS COMPLETE, REPAIR ANY DAMAGE TO THE ROOF AND MAINTAIN ALL NEW PENETRATIONS IN A WEATHER TIGHT CONDITION. NO NEW ROOF PENETRATIONS ARE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE MALL OWNER PRIOR TO EXECUTION OF THE WORK, IN ORDER TO MAINTAIN ROOFING WARRANTY. PENETRATIONS IF ANY SHALL BE MADE BY THE MALL OWNERS ROOFING CONTRACTOR 22. ALL EXPOSED UTILITY SYSTEMS, CONDUIT, DUCTWORK, WIRE MOLDING, PIPING, ETC., TO BE INSTALLED IN A NEAT ORDERLY MANNER FOR A "FINISHED" APPEARANCE AND PAINTED TO MATCH ADJACENT SURFACES. 23. SAFETY S. -{ORE EXISTING CONSTRUCTION WHENEVER EXISTING SUPPORTS ARE REMOVED TO ALLOW THE INSTALLATION OF NEW WORK. 24. REBUILD ANY EXISTING WORK WHICH HAS TO BE REMOVED TO ALLOW THE INSTALLATION OF NEW WORK AS REQUIRED BY THE ARCHITECT OR OWNER. 25. FIRE SPRINKLER SYSTEM IS EXISTING AND SHALL COMPLY WITH N.F.P.A. 13 AND CITY ORDINANCE. DRAWINGS SHALL BE PREPARED BY SPRINKLER SUBCONTRACTOR AND SUBMITTED TO THE CITY OF TUKWILA FIRE DEPARTMENT FOR REVIEW AND APPROVAL. THE SYSTEM SHALL BE TESTED AND APPROVED BY THE CITY OF TUKWILA FIRE DEPARTMENT PRIOR TO CERTIFICATE OCCUPANCY. 26. REPORT ANY BUILDING DEFICIENCY OR UNSAFE CONDITION OF ANY KIND TO OWNER AND ARCHITECT. 21. SEPARATE PERMIT 15 REQUIRED FOR NEW EXTERIOR SIGNAGE. (NOT APPLICABLE THIS PROJECT) 28. EXISTING ROOFTOP MECHANICAL UNITS ARE TO REMAIN AND BE REPAIRED TO GOOD WORKING ORDER. INSPECT AND ADVISE OWNER OF REQUIREMENTS FOR REPAIR. 29. TENANT SHALL PROVIDE STOREFRONT SIGNACE / INSTALLATION BY CONTRACTOR. REFER TO MALL GUIDELINES FOR INSTALLATION REQUIREMENTS AND CRITERIA. TENANT TO SUBMIT SIGNAGE SHOP DRAWINGS TO MALL MANAGEMENT FOR REVIEW AND APPROVAL. 30. ARCHITECT CANNOT AND DOES NOT WARRANT THE SAFETY OR INTEGRITY OF THE EXISTING BUILDING OR ANY OF ITS COMPONENTS OR THAT THE ORIGINAL BUILDING WAS CONSTRUCTED TO CODE. THE ARCHITECT'S INVOLVEMENT WITH THE EXISTING BUILDING 15 SOLELY LIMITED TO THE NEW WORK SHOWN IN THE ARCHITECTURAL DRAWINGS. 31. CONTRACTOR TO COMPLY WITH THE UNIFORM BUILDING CODE IN DETERMINING THE SAFETY OF THE EXISTING BUILDING DURING CONSTRUCTION. 32. CONTRACTOR TO MAINTAIN PROPER LIGHTING, VENTILATION, AND SANITATION AT ALL TIMES DURING CONSTRUCTION. 33. COORDINATE ACCESS TO MALL, METHOD OF DEBRIS DISPOSAL, CONSTRUCTION BARRICADE, CONSTRUCTION AND DEMOLITION WITH MALL MANAGEMENT. 34. DO NOT COVER WORK UNTIL APPROVED BY THE CITY OF TUKWILA BUILDING INSPECTOR. 35. ALL CONTRACTORS SHALL BE BONDABLE, LICENSED CONTRACTORS CAPABLE OF PERFORMING QUALITY WORKMANS-I1P. 36. CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE FOR CONSTRUCTION IN ACCORDANCE WITH LANDLORD AND TENANT REQUIREMENTS. 31. USE OF ANY CONSTRUCTION MATERIAL CONTAINING ASBESTOS EITHER TEMPORARY OR PERMANENT IS PROHIBITED. PITA ELT' SITE FLAN NOT TO SCALE 4NDER Q LE FOR, REFEREN E ONLY 13UILDINC CODE: PARCEL AREA: TAX PARCEL No.: P -1 P -2 P -3 M -1 M -2 E -1 E -2 E -3 PROJECT NAME: SCOPE OF WORK: PROJECT OWNER: PROJECT ADDRESS: PROJECT LANDLORD: OCCUPANCY GROUP: BUILDING AREA: EXISTING BUILDING TYPE: ZONING: MECHANICAL SPECIFICATIONS H.V.A.C. PLAN AND DETAILS ELECTRICAL PLAN AND DETAILS ELECTRICAL SCHEDULE AND DETAILS LIGHTING PLAN, NOTES AND DETAILS APPLICANT ROJ�Gt DATA: COPY 555 5: ,_- A 1 R PITA PIT RESTAURANT TENANT IMPROVEMENT PROJECT - NEW RESTAURANT IN EXISTING RETAIL SPACE: NEW FINISHES, RESTROOM, EQUIPMENT AND LIGHTING BRENT PALMER 18226 153RD AVE. S.E. RENTON, WA 98058 SOUTHCENTER PLAZA 381 STRANDER BLVD., SUITE L su 8 o NA CE TUKWILA, WA 98188 RECENCY CENTERS SEP 04 AN 1601 114TH AVE. S.E., SUITE 135 oeArr BELLEVUE, WA 98004 CONTACT: ELISABETH STONER (425) 109 1963 A -Z. 1,063 S.F. TYPE 11 N FULLY SPRINKLERED TUC (CITY OF TUKWILA COMPREHENS I VE PLAN CHAPTER 18.28 i1) 'pi r - Jb G4Z3 r� b '� ► y t A PRE -OPIAI s1ti THE KING GOM I DEPAC-ITICAT firl 2006 INTERNATIONAL BUILDING CODE (I.BG, ,f3 PR ,, `g1 I '10 AS ADOPTED AND AMENDED BY THE STATt Ovl1 A HIl�GTO STATE, ` r „., f 5.66 ACRES 2623049064 PLUMBING NOTES AND DETAILS PLUMBING WASTE PLAN, SCHEDULE AND DETAILS. PLUMBING DETAILS • VICINITY MAP NOT TO SCALE SHEET INDEX: bOB129 ut•,.n li; LEGAL DESCRIPTION: THAT PORTION of THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, OF T1-4E WILLIAMETTE MERIDIAN: IN KING COUNTY WASHINGTON. COMMENCING AT THE SOUTHWEST CORNER OF THE SOTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 26: THENCE NORTH 01° 10' 24" EAST, ALONG SAID WEST LINE OF SAID SOUTHWEST QUARTER 1,293.51 FEET TO THE SOUTH MARGIN OF STRANDER BOULEVARD: THENCE SOUTH 88° 15' 33" EAST, ALONG SAID MARGIN 665.00 FEET TO THE TRUE POINT OF BEGINNING OF TI-415 DESCRIPTION. THENCE SOUTH 01° 44' 2T WEST, 63.00 FEET TO A POINT OF TANGENT CURVATURE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 130.00 FEET: THENCE SOUTH 88° 15' 33" EAST, 212.11 FEET THENCE SOUTH 01° 44' 27 WEST, 62.00 FEET THENCE SOUTH S8° 15' 33" EAST, 9.00 FEET THENCE SOUTH 01° 44' 27 WEST, 62.00 FEET THENCE NORTH 88° 15' 33" WEST 133.00 FEET THENCE SOUTH 01° 44' 21" WEST, 150.00 FEET THENCE SOUTH SS° 15' 33" EAST, 299.82 FEET THENCE SOUTH 34° 33' 18" EAST 204.52 FEET THENCE SOUTH 88° 15' 33" EAST, 116.14 FEET TO THE WEST MARGIN OF ANDOVER PARK WEST: THENCE NORTH 01° 03' 25" EAST ALONG SAID WEST MARGIN 515.42 FEET TO THE SOUTH MARGIN OF STRANDER BOULEVARD: THENCE NORTH 88° 15' 34" WEST ALONG SAID SOUTH MARGIN 641.13 FEET TO THE TRUE POINT OF BEGINNING AND TERMINUS OF THIS LEGAL DESCRIPTION. TOGETHER WITH AND SUBJECT TO AN OPERATION AND EASEMENT AGREEMENT BETWEEN DAYTON HUDSON CORPORATION AND 5 - H - BENOLIEL ROMNEY No. 119 RECORDED AT KING COUNTY UNDER FILE NUMBER 8902211002, AND ANY EASEMENTS AND RESERVATIONS OF RECORD. T -I COVER SHEET, GENERAL NOTES, PROJECT DATA, SHEET INDEX, SITE 4 VICINITY MAP A - CONSTRUCTION FLOOR PLAN 4 FLAG NOTES, DOOR SCHEDULE AND NOTES A - EQUIPMENT PLAN AND SCHEDULE A - FINISH PLAN AND SCHEDULE, TILE DETAILS A - INTERIOR ELEVATIONS A -5 SECTIONS AND DETAILS RECEIVED SEP 0 0 2008 PERMIT CENTEF 1u O WILL HARRIS tp FHITECTS 1 4e aver Lake Dr. SE anansh, WA 98075 rigs; 391-2321 > it 52 391 -2750 ±1,4 a 5 $ t,t+ 9 REVISIONS 4048 WILLIAM L. HARRIS STATE OF WASHINGTON 111 } at 01 IL cf) Z z �-- � cl 111 0 0 w w 11 SHEET R GIST RC b /tf /o$ c r, w 0 DATE 08/06/08 SCALE AS NOTED DRAWN M.S.J. JOB 1 of 1 SHEETS BY FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. OTHER SUITABLE L OCKERS OR O FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF i EMPLOYEES CLOTHING AND OTHER POSSESSIONS. PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, t STATE, AND FEDERAL STATUES, , 'REGULATIONS AND ORDINANCES) HOLDER WRAP wax ' -10 1/2 ' -10 1/2' SERVICE ` 34" H ADA r Age/ 1 L - J 1 1 1 L J 015) DELIVERIES DRINK STATION ENTRY DINING 14 SEATS HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL BE . . ( I SUFFICIENT TO MEET THE PEAK HOT '; WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. ( 26) 2 T f f o r- BE ADVISED S THAT THE NEW WASHINGTON N STATE FOOD CODE REQUIRES { ": COMMERCIAL REFRIGERATION TO HOLD � ; FOOD AT 41 DEGREES FAHRENHEIT OR 1 BELOW !1I (DOWN FROM 45 DEGREES) Food equipment that is certified for sanitation b an American National Standards Institute (ANSI)- , accredited certification program will comply with the food code equipment & utensil material, construction and design requirements. RESTROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER AT A TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING VALVE OR COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDE FLOW OF WATER FOR AT LEAST 15 SECONDS. EQUIP. NO. (5) c) 14 15 3a (4 SINK CABINET CHIP RACK MICROWAVE DESCRIPTION PITA TABLE 2 UNIT CANOPY EXHAUST HOOD GHEF BASE GRIDDLE SMOOTHIE STATION COKE COOLER PHONE / FAX P.O.S. SYSTEM HAND SINK THREE COMPARTMENT SINK MOP SINK CHROME SHELF RACK CHROME SHELF RACK CHROME SHELF RACK SERVICE COUNTER DROP -IN HAND SINK WALK-IN FREEZER WALK-IN COOLER PREP SINK SLICER TABLE BLENDER GARBAGE CAN TABLE CHAIR SODA FOUNTAIN UNIT ICE MACHINE GREASE INTERCEPTOR SWING DOOR SLICER SODA FOUNTAIN CABINET W/ CUSTOM TRASH CAN FOOD PROCESSOR SNEEZE GUARD SOUP WARMER COOKIE OVEN MENU BOARDS EXTERIOR SIGNAGE PENDENT LIGHTS DESK, CHAIR 4 COMPUTER TRUE I"RCB -52 STAR 136T TUC -21 MANUFACTURER, MODEL No. AND INFORMATION TRUE *T5SU -12 -30M OR 60 -30M CAPTIVE -AIR TYPE 1 HOOD MODEL * 4S24 ND- 2 -PSP -F OPTIONAL GAS STAR 836 T GK FIXTURES FRITO LAY 55 TUC -21F GDM -12 1 DOOR SHARP "UX -P200 ALOHA P.O.S. SYSTEM TARRISON PRODUCTS COMMERCIAL STAINLESS TARRISON PRODUCTS COMMERCIAL STAINLESS METRO 5 TIER WIRE SHELVING SYSTEM METRO 4 TIER WIRE SHELVING SYSTEM METRO (3) -1 SHELF WALL HUNG GK FIXTURES ADVANCE MODEL V1 -1 -10 NOR LAKE NOR LAKE TARRISON PRODUCTS MODEL No. SS1 -18 TARRISON PRODUCTS MODEL No. T -360 -13 VITA -MIX MPX36000 32 GAL. RUBBERMAID HENDRIX HENDRIX COKE FOUNTAIN / GK FIXTURES COUNTER SCOTSMAN ICE UNIT SUGGESTED: MIFAB MODEL No. MI -G -5 EL.IASON MODEL No. DSP3- RI-36 -S4 5/5 BERKEL GK FIXTRUES ROBOT COUPE FOOD GUARD SERVER OTIS SPUNKMEYER ABRACADABRA SIGNS ABRACADABRA SIGNS SEA GULL LIGHTING SIZE LxWx14 INCHES 12 x 34 x 41 45 x59x23 52x33x26 36 x24x14 30x20x36 - (2 x24x36 24 x 12 x 52 21 x 12 x 14 25 x 23 x 62 16 x12 x 13 x 15 x 14 1 90 x 28 x 36/41 24x24x 48 x 18420 x 14 48/60/12 x 14 x 63 42" x 14" 312 x 21 x 49 "12x4&x106 12x96x106 39x2Sx3' -41 60 x30x35 10 x 11 x 22 22 x 34 30x30x35/ 30" R x 35 la x 22 x 32 23x30x30 22 x 24 x 28 2Sx19x15 36 x 84 20x25x11 COUNTER 84 x 32 x 34 TRASH CAN 24 x 24 x 42 9x 11 x 11 TOTAL LENGTH 69c OF POSTS x 22 14 x 14 x 23 20 x 21 x 10 38/90x36/ VARIES 16 x 54" CORD QUIP" LENT SCHEDULE HW NONE NONE NONE NONE NONE 1/2" 1/2" NONE NONE NONE NONE 1/2" 1/2" 1/2" NONE 1/2" 1/2" 1/2" NONE NONE NONE NONE 1/2" 1/2" NONE NONE 1/2" 1/2" NONE NONE NONE NONE NO NO NONE 3/8" 3/8" NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE PLUMBING CW NONE WASTE SELF CONTAIN SELF CONTAIN SELF CONTAIN SELF CONTAIN SELF CONTAIN 2" SELF CONTAIN 2" 2" 2" 2" SELF CONTAIN SELF CONTAIN 2" 32 GAL. 1 3" ELECTRICAL CHARACTERISTICS 115/ '0 /1 /10.5AMPS 115 / 60 / 1 / 10b AMPS 120/60/1 120/60/1 115 /60/I/ 8.1 AMPS 208 / 240 115/ 60/ 1/ 3.9 AMPS 115 / 8.3 AMPS 120/60/1 115/ 60/ 1/ 9.2 AMPS 115/60/1 115/60/1 208 -230 / 60 / 1 14 AMPS 20S -230 / 60 / 1 / 14 AMPS 120 / 50 / 60 / 15 AMPS 115/601113.5AMPS 115 /60/1/ 5.1 AMPS 115/ 60/ 1/ 2.5 AMPS 120/ 60/ 1/ 13 AMPS 1500 WATTS / 12..5 AMPS 120 / 60 / 1 / II AMPS N/A T.B.D. ITEM SUPPLY G.G. X X X P.P. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 5" CASTERS. 5" CASTERS REMARKS SINGLE OR 3 P1 -145E - OPTIONAL GAS PROVIDED WITH 5" CASTERS. (2) UNITS COOLER / FREEZER MILLWORK COUNTERS STEEL CHIP RACK AND WHEELS LOCAL OWNER SUPPLIED ORDER THRU COKE BOTTLE LOCAL OWNER SUPPLIED (2) TERMINALS (1) OFFICE BASE PER PLAN SUPPLIED WITH FAUCET 133) SUPPLIED WITH 12" "POWER FORCE" LOCAL CONTRACTOR TO SUPPLY COOLER: 8 POSTS AND 16 "5" 1 -400K5 FREEZER: 4 POSTS WALL MOUNTED SHELVING COUNTERS WITH GLASS INSERTS / SNEEZE GUARDS SUPPLIED WITH FAUCET SUPPLIED WITH INSULATED FLOOR SUPPLIED WITH INSULATED FLOOR SUPPLIED WITH FAUCET STAINLESS STEEL WITH NESTING TABLE / BASE SHELF (2) UNITS PER STORE SQUARE / ROUND TABLE TUBULAR STEEL "RHONDA" ON 84 x 32 x 34 COUNTER CME306AS ON TOP OF SODA FOUNTAIN UNIT LOCAL CONTRACTOR TO SUPPLY 16 GUAGE 6/5 AND COMES STANDARD WITH A 9 X 14 WINDOW - FINISHED OPENING MUST BE 36 x 82 CLEAR TO FIT DOOR, FRAME 15 NOT PROVIDED 12" MANUAL. MILLWORK CABINET R2DICE GUARDS OVER PITA TABLES WITH CENTER POST IN THE MIDDLE AT 34.5 - GLASS PANELS ARE 32.625 x .25 TEMPERED GLASS X 20.5 FRANCHISEE TO ORDER OPTIONAL SUPPLIER HANG FROM CEILING - SEE CEILING PLAN WALL OR POLE MOUNT HANG FROM CEILING - SEE CEILING PLAN FRANCHISEE TO SUPPLY DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO I ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING ...BEFORE '" CLEANING AND AFTER SANITIZING. EQUIPMENT PLAN SCALE: Y4 u = 1 NO CHANGES SHALL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 11 By c r�� ORARI E (( ON. APPROVED suaaarro ORDINANCE Sr, () A YtIlh Dep • IC Itr, 0 I,a1' L t V t11; clION BY iEALTh PRIOR MT PLAN REVISIONS BY WILL HARRIS ARCHITECTS 2151 E. Beaver Lake Dr. SE Sammamish, WA 98075 Ph: (425) 391 -2321 Fax (425) 391 -2750 GIST ARC 'ECT' W LIAM ML. HARRIS STATE OF WASHINGTON 4048 P/p ("8 w 6 O II a_ cp w Hill ' 11- ) / 04 (f) v 0 � v (c) c() DATE 08/06/08 SCALE AS NOTED DRAWN M.S.J. J015 SHEET .2 2 OF 4 SHEETS