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HomeMy WebLinkAboutPermit D08-124 - WESTFIELD SOUTHCENTER MALL - SHARKY'S WOODFIRE MEXICAN GRILL - TENANT IMPROVEMENTSHARKY'S WOODFIRE MEXICAN GRILL 2600 SOUTHCENTER MALL FC -2 D08 -124 Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: SHARKY'S WOODFIRE MEXICAN GRILL Address: 2600 SOUTHCENTER MALL FC -2 , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: RICHARD HERMAN Address: 6009 MELROSE AVE , LOS ANGELES CA 90038 Phone: 323 - 465 -7066 Contractor: Name: WESTWOOD CONTRACTORS INC. Address: 200 S 333RD ST #244 , FEDERAL WAY WA 98003 Phone: 206 661 -0800 Contractor License No: WESTWCI088BF DESCRIPTION OF WORK: TENANT IMPROVEMENT OF NEW MALL SPACE 881 SQ FT Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cityif 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 $180,000.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -124 Issue Date: 05/14/2008 Permit Expires On: 11/10/2008 Expiration Date: 09/11/2008 Fees Collected: $3,410.40 International Building Code Edition: 2006 Occupancy per IBC: D08 -124 Printed: 05 -14 -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: Permit Center Authorized Signature: Signature: Print Name: doc: IBC -10/06 City ogTukwila • 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 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: Permit Number: D08 -124 Issue Date: 05/14/2008 Permit Expires On: 11/10/2008 End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N Date: Date: S I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does n•t presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th - • erformance • f work. I am authorized to sign and obtain this development permit. 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. D08 -124 Printed: 05 -14 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 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 2600 SOUTHCENTER MALL TUKW SHARKY'S WOODFIRE MEXICAN GRILL PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -124 ISSUED 03/07/2008 05/14/2008 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 Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall 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. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: Cond -10/06 D08 -124 Printed: 05 -14 -2008 16: ** *FIRE 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 15: 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. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class IC rated portable extinguisher. (IFC 904.11.5) 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 21: 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) 22: 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) 23: 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) 24: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire - extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 25: Local U.L. central station supervision is required. (City Ordinance #2051) 26: All new automatic fire - extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 27: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. doc: Cond -10/06 D08 -124 Printed: 05 -14 -2008 (IFC 1008.1.8.3 subsection 2.2) • 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: 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) 29: 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) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: 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) 32: 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) 33: 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) 34: 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) 35: 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) 36: 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. 37: 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) 38: 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) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: 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. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D08 -124 Printed: 05 -14 -2008 doc: Cond -10/06 • 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 * * continued on next page ** • D08 -124 Printed: 05 -14 -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 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 construction or the performance of work. Signature:. /Zi'G Print Name: doc: Cond -10/06 D08 -124 Date: ` /y ordinances governing or local laws regulating Printed: 05 -14 -2008 SITE LOCATION Site Address: ' ?.6 00 C Ouit_I Ce tNiTt1R t TAL Tenant Name: S�'1,4(Z() I I S (,)00dl�(RE eV-1.1N." G2(((_ Property Owners Name: (JES l -le l Q CO2. Mailing Address: 11 f,G 1 CJILSh 631 12 FLR LOS AN6F. Lie CA ci oo2S City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: IZA CAVA HFV AAL% Mailing Address: 600 C.1.4LOI - C. AVE E -Mail Address: al--1 e . CO(M GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: k(51 a:LE T0i\ Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: KEI.1 Q V 1 1S Mailing Address: 194 STAGecOACN R.A _ 130 L CALOI i t CA q 130 City State Zip Day Telephone: (818 991 - 4 212 Contact Person: 1/..(. K.1 6 V m Fax Number: (b ( - d 3 2 E -Mail Address: 1 ENGINEER OF RECORD -All plans must he wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: Q. Appli.nuun. 1 on. 4pplr..91 t:,d• 9 2006 hh CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: /Aru'w. ci.lukwilu. u•a. us A1.p1r1■∎„ a„ , hi 1.1, 3'9 Building Permit No. tog - Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 ** King Co Assessor's Tax No.: (1,3‘, " oQ 1 a Suite Number: FrC' 2 Floor: 2 New Tenant: [r Yes ❑ .. No Day Telephone: ( - C 4 c 0o,3 A City State Zip Fax Fax Number: (z )4405 - fa10(, State State Zip ('ii l)ay Telephone: Fax Num ber: Zip Page I cif (, BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): FoOf C r Spec. Will there be new rack storage? ❑ Yes , °° Uc1 r�. 0 li_1(�J E Existing Building Valuation: $ TFWAka IMpLnueS`M.EN? TO A E8 t SG, ET x[ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwell ng: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: ❑ No If "yes explain: FIRE PI:).../ 'ECI'lON /HAZARDOUS MATERIALS: Sprinklers EV Automatic Fire Alarm ❑ None ❑ Other (specify) Will there he stora or use of flammable. combustible or haiarik materials in the building:' ❑ Yes Fa ...No // ':i s', attach list of mancr/a/s ml siw nr,l;r /ac rriurrs on ,r s pan,rlc .Y- /,'.:' - N 11 ' paper inrhrJirr,i yuhutalir.% and Afat rial.S,r /qtr Data Shyers. SEPTIC SYSTEM ❑ On -site Septic System For on -site septic system. pro. ide 2 copies of a current septic design approved by King County Health Department. 0: Appl, win. I An-4 ,:,jinn, On Linea -]nOf Prmvi April,. (1 1 2006 bh Page'_ of G Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2 Floor Q Q) V ,p�. �� 1 S f . u ∎(Jnb el 3 d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): FoOf C r Spec. Will there be new rack storage? ❑ Yes , °° Uc1 r�. 0 li_1(�J E Existing Building Valuation: $ TFWAka IMpLnueS`M.EN? TO A E8 t SG, ET x[ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwell ng: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: ❑ No If "yes explain: FIRE PI:).../ 'ECI'lON /HAZARDOUS MATERIALS: Sprinklers EV Automatic Fire Alarm ❑ None ❑ Other (specify) Will there he stora or use of flammable. combustible or haiarik materials in the building:' ❑ Yes Fa ...No // ':i s', attach list of mancr/a/s ml siw nr,l;r /ac rriurrs on ,r s pan,rlc .Y- /,'.:' - N 11 ' paper inrhrJirr,i yuhutalir.% and Afat rial.S,r /qtr Data Shyers. SEPTIC SYSTEM ❑ On -site Septic System For on -site septic system. pro. ide 2 copies of a current septic design approved by King County Health Department. 0: Appl, win. I An-4 ,:,jinn, On Linea -]nOf Prmvi April,. (1 1 2006 bh Page'_ of G PERMIT APPLICATION NOTES — Applicable to all permits in this 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. Print Name: Building and Mechanical Permit I - he 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 TI -IAT I IIAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF I HE S I'A I E Oh WASHINGI ON, AND I AM AU 1 HORIZED . 10 APPLY FOR THIS PERMIT. BUILDING O% ' R OR AUTHO IZED AGEN Signature: Mitigar Mailing Address: b33 SoirlA 2 1 ' . 7 — r2, /e--/ () Apph:uww, I \pph.auon, Oh 1.11h< 3 -200. - rcmm \pphiauun a,„ It: u,a1 n 200h hh Day Telephone: Date: .5/7/0 p &4 WA- 6 181,9-2 , City State Zip I Date Application Accepted: Date Application Expires: 7- Or( Staff Initials: ju ie_ Pefl� 6 of 6 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 Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Applicant: SHARKY'S WOODFIRE MEXICAN GRILL Receipt No.: R08 -01916 Initials: WER User ID: 1655 Payee: doc: Receiot -06 GENE HAGEN TRANSACTION LIST: Type Method Payment Cash Descriptio Amount ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 06/03/2008 01:32 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 D08 -124 ISSUED 03/07/2008 05/14/2008 3188 06/03 9711 TOTAL 60.00 Printed: 06 -03 -2008 Parcel No.: 6364200010 Permit Number: D08 -124 Address: 2600 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/07/2008 Applicant: SHARKY'S WOODFIRE MEXICAN GRILL Issue Date: Receipt No.: R08 -01616 Payment Amount: $2,210.50 Initials: WER Payment Date: 05/14/2008 09:00 AM User ID: 1655 Balance: $0.00 Payee: WESTWOOD CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 144559 2,210.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • City of Tukwila Department of Communit 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 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT 1,846.00 360.00 4.50 Total: $2,210.50 • doc: Receipt -06 Printed: 05 -14 -2008 Parcel No.: 6364200010 Permit Number: D08 -124 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/07/2008 Applicant: SHARICY'S WOODFIRE MEXICAN GRILL Issue Date: Receipt No.: R08 -00659 Initials: WER Payment Date: 03/07/2008 03:48 PM User ID: 1655 Balance: $1,850.50 Payee: RS HERMAN ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10399 1,199.90 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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 RECEIPT Account Code Current Pmts 000/345.830 1,199.90 Total: $1,199.90 Payment Amount: $1,199.90 9680 03/10 0 710 TOTAL 1199.90 doc: Receiot -06 Printed: 03 -07 -2008 COMMENTS: Type of Inspec on: . ' fl' AA_ u. ! -A e f� ( �� �-� /'(.� 1__ - - fb- 3A-d f e Ast, -. l Ie . 00oR Date Called: j l Special Instructions: up E 1 c� ., , .,r irJAA AA.V.: o r ate Wanted: C 0 - 2.i - 6 ( (',DDS -J iiiiv. lC 6.FP & AA A-- — v - T"-1) C (C�- J t 0 p P10lag. ;7 &9,t--. 1(7 r - , Project: N�f1� Skbr C I,JJe�r;t- 4r:i% Type of Inspec on: . ' fl' AA_ u. ! -A e Address: 1 ?GOO S. c. Jukll - Date Called: j l Special Instructions: up E 1 c� ., , .,r irJAA AA.V.: o r ate Wanted: C 0 - 2.i - 6 a.m. p.m. Requester: Phone No Approved per applicable codes. , (06s- - INSPECTION RECORD Retain a copy with permit 'INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Date: ❑ $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: Projec S ' Type of Inspection: 0 (1 N. n� l�v �r Address: Date Called: Special Instructions: Date Wanted: �a'" 6 -- �' `� p.m. Requester: Phone N 61 C --q -ro PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 3 70 INSPECTI N NO. COMMENTS: Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: 8 „ r` $60.00 REINSPECTION FEE REQUII ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: S Fi A CZ4 t (1 E Type of Inspection: E 5...1 S P KIL* C e I L I N Address: 2. (0 OLD 1V1 C1 1 Date Called: Special Instructions: Date W ted: Requester: Phone No: / 6-.6 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F_ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 d per applicable codes. COMMENTS: <v41 b'' D C->< 1 Lk '14 Aft FkrA/t s 0 REINSPECTION EE QUIRED. Prior to inspection, fee must be p -1' at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Date: 'Date: e El Corrections required prior to approval. / 10 9 Project: dC J Q ( Type of Inspection: Addre ,{ in c'� esed A/ // r/ � Date Called: Special Instructions: Date nted aa.m. � � a te-- C r. "�. Requester: Phone No 6/7Ac4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 t?Wja # -A/ 0.00 REINSPECTIO FEE REQUI D. Prior to inspection, fee must be aid at 6300 Southce ter Blvd., Su' a 100. Call to schedule reinspection. Receipt No.: 'Date: ERMIT NO. (206)431 -3670 Project: SivAtin Cy, Type of Inspection: 10/00 Address: 2600 FG g Date Called: Special Instructions: Date Wanted: 7 _ /9' G'b m. Requester: /do Ira Phone No: 5 p95-(24( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tg- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ® Approved per applicable codes. / El Corrections required prior to approval. COMMENTS: CYC Inspector: Date: , $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: � k S ■'/ Type of Inspection my ,A ! Address: p / f I / /G�'�/ Date Called: s r� ,94n9 Special Instructions: Date Wanted: �, - 7// /� eta p.m. Requester: Phone No S' l7 3q6 979' 9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 g Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector Date: 7_ I O i r - ❑ $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: Type ' of / Inspectio : /�e7 � 1iti a ( `ekt OR— Tom+ e W e.. .4. 60.....,,..bie GI- Special Instructions: Date Wanted: ` — 7` "09e) ) m. 4 • Pt s, —kct +ti 1, G 1)e... di 'NTZC..n+,T ^o f4.... • , Project: �j Type ' of / Inspectio : /�e7 � 1iti Address: ca-C6 / Date Called: Special Instructions: Date Wanted: ` — 7` "09e) ) m. Requester: Phone &, z 7 VV l ' ./ r 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION i t - ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspecto /_ - �( , Date: ( 1 4 1 02 El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: • Project: S h ,� s Type of Inspection: - Perxim IrZ Address: rt' � Date Called: Special Instructions: • Date Wanted ,w Requester: Phone No: 7,-'Y 1q4 INSPECTION RECORD Retain a copy with permit &V INSPECTION NO. PERMIT NO. "O CITY OF TUKWILA BUILDING DIVISION R- 6 3 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4314670 El Approved per applicable codes. Corrections required prior to approval. ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: tp 0 � re, 5 Cs i Allrtd o n k / /mow pmt r! 40J-e . I (VA, S Date: Receipt No.: Date: 1 Projec : J� lttL 6 iL�( Type of Inspection: FO r // T7ditN e, AddrQss_ Date Called: Special Instructions: Date Wanted: a. ,'.- Requester: Ph we No ^� ( f 1�- - 77c -c INSPE ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 574 c.arlrt Aor a,AAA_ c ie,im, gok."5_ 1pr )t4 1 Inspector: Date: $58,00��NSPECTION FEE REQUIRED. Prior o inspection, fee must be paint 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: .S S Fire Alarm: Type of Inspection: S Y' C.c.)v `• , Address: gli. ©c7 Suite #: S- C.. r»-t. L \ Contact Person: Special Instrucctions: Phone No.: •Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: Permits: Occupancy Type: • ,s INSPECTION NUMBER 444 Andoveri:"ark East, Tukwila, Wa. 98188 • 206 - 575 -4407 proved per /applicable codes. INSPECTION RECORD Retain a copy with permit CIT1( OF TUKWILA FIRE DEPARTMENT n Corrections required prior to approval. COMMENTS: OK to cca-ei .. I nnppector: ,,, - y • Date: / , ,55 Hrs.: . 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 ,og-- S- a36) PERMIT NUMBERS T.F.D. Form F.P. 113 Project: / Sprinklers: Y Type of Inspection: Address: a, 600 3 Suite #: Fc -.,. 1,-‘,„1, M a t i Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Y Sprinklers: Y Fire Alarm: y' Hood & Duct: '1' . Monitor: 4.4,.,. 4 Pre -Fire: • Permits: Occupancy Type: R �vc:. �srw.i.- �e"§w.u: eft:: ea::* 3Fwvaxa�'! i5- +,sv:e�tnawr,'is.= Y•F =k +'itla��_?� _+a+:�v::�rr1ti2 ��• y= tti;:.'•�•.. - ._�.'u= ass�ii+_ t�"r•5i�.+i.. <..c��t•- ...:1�.. "'ti.:c..:. w� `;�sr,. ` xlraacas -a� • .r„�o+ --_ "e. �:.+._,:r3tie� 1 • INSPECTION:NUMBER [ per applicable codes. .. •per ,.: . z , t INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS OS— F CITY OF TUKINIL.A FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Word /Inspection Record Form.Doc • 1/13/06 n Corrections required prior to approval.. Inspector: - f f I Date: H $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: • ._— Pc>,41-17(4 ( Fihc.1 O' Ft int- - 3o0 5 75 4e / 'FA dk •S t. War 07 08 12:00p HTE Office CITY OF TUKWILA - BUILDING DIVISION 2008'Nashinsta'i state Nonresidential Energy Code Complanai Fowl [Viet. gat Gat S t . mma Project Ida PrajedAddtass G.11-at " 06-07 Of ukwila D IO Project Description Wally describe riche al system type and features. 09 des 1?las6 Conpliange Optioti Equipment Schedules FILE COPY (3101 5781568 h icde 0 d a Wequirlrig requtrerreerita. Section: 1416. � r t , pfd'. 9. Complex System • Oa ;. . ilea Deciii;riligittSkttivarfor quafdicetions. ltse gam, . . � 1, 'SOr s+Mp■ 12 & rOrnPlt:; sPterns.) , rig , ; The folfd,ling jrttoirt:ation is tequlfdd to be.incorporated oftlb the mecP+aaloaiedatprnent schedules on the plans, For'arojects•Ahout plans, to is the required InfOnnada! b&cw. bOSlz1 ED MAR 0 7 2008 PERMIT CENTER Mer 07 OS 12:00p HTE Off ice CITY OF TUKWILA - BUILD)NPM • 240S Washintori State Nortmeidential Energy Cade Goirletenee Fenn echanicalSumma a G System - Description See Seduce 1421 ter ftril dcriptian Sirnslo Syststrt queliketiorts. • Decision Flowchart START fisatinsICeetirra, , c( Sy stem Tye • or Coating Octy , Riteralce • .1 Moan ; Oft# $ecbiti 1 • t.f.P00 " NO Nef . <70% .0Stle • .• / HeathigiCcolinci. Onstaritval? n coe.en cl PadeaoedvfiAti •Z2a,000•314117 6t Ctid" O Zia syStern? Eeeiterrgier indudge Heeling OW 0 .1,000.ant? <1t% outside ait7 •1411■.••••••■• Use Otani:Joh:11:ot to determine tt prefect quetiens.fer Simpte Optittft it not either the temples Systerrtat Systeme Anetysis-OPilties must be used. Paden Y'gsN,Un'It? NO -- " – "‘Contitant Vott,..Y . 1) Yee-- —i Econce 'N. • „,..?--Noi< 42 0 : "< itc , • '•Ntt ; Yee Yes f 7enee t.ecotten 1423 Gtitt --Ye •t54,000 >- r 4-- i nornXe ace iz N420.000 Stuh.! No,,r •1015; (3101 5761569 , pa syste =84.000 Eititit? ts6 tr °I Yee-r Moment to i sent* System ilecttL 1Th (Section 142)) p 12 Complex *Melts Refer to MECH dkischanical CemPtIr-SYsteseR tor essIFtonc"O "tlet) Complex $ysteris requiresetints ;re apptimble to this prolect Mar 07 08 12:Olp HTE Office (3101 5761589 p.13 Praied Address VIS et(DOO Maitt '�P 14 /k 4 n - " i •u fir folDCMg'Ortoricaatian is necotamy t0 cliactit 9 medmdca! pe tit apaSeatlonfee compllanca wuh the mechadical teouiremektd 14:9 Washington State Ndsrrdeftm erode: Appir•btifty Caere n Reaeiz (yes. no. Aa =1. 5ectbn p HVAC.MtifREMENTS (Seci)ons :1401 -1424) 1413:1 1413.2 141...2.5 biVAC controls indicate locacens nn plats Deadband COMM Humidity collard kle5 setlaadc TTheTt o t interlock Eaonamaetas EcCne Operation W*FrEEeono Dec irT'TZ'�1� Indisata &degree deatibendmailmen Indicate balancing featioe3 on plans ' Indicate demand Control ventilation " high - occupancy areas Indfca3tc theirnOSiatintatlodc on pions atPraent sC" elute Indicate 10091 rapacity at 45 de9F • • & 40 deg F Wb Indicate dirtied & water °canoe $trig tower pop:mance lndca capalliiity.for petal cactIng Completion Requ ns e comrniseionin5 plant Mesita air and water system balancing 8 runettonal tearing trid■estea&krmanuatB, record dranAAge, stair loaning Indldelu ?e9utree n1 lair Prelan & heal corn lftiontag rcpaft 4 . I • ti Alr economizers ndicte 10M capability oa schedule Ducting systems Duct seating 1411.4 t4,11:1 1411.i 14.122 1412.3 1412.A 1418.4:1 1414 1444:1 Rol Mac. tltg:& dg. Athceroun sYd'isrr4Y GottIbtetion htg: AirScano Operation Indicate saalinctnlxe rY No • burst Insulation irrd►tate:R'r D1 Ursulation (Induct tndkat - -value of ittat aUon on piping 1416.21 • Cooxni9 1416.244 sy>i Sot & Fun&7 eat 14162,4 Gornnn119Sionitfg UJf U! f LUUU 11.4.4 1 JLJYUJt7000 Ma. 07 08 11:57a HTE Office CITY OF TUKWILA - BULDING DIVA ION 2008 Wasington State NonrookIentiatttieffff Coda Comps Fonn mo nr_mmmry tarsLr, '2K68 =tit tifunisgamild Energy MteCrutAGPso Kama PrajeclAddress , 6 it kimovI$ ; �t i+/A$*11401ON AppGaent name;,S , rico Table t t (ever! - ooeument is!rexceptiba an -form LT6iLPA Tele}. Proposed Wens .mav, 3 llD r1 ' t r 81 . (310) 5761558 Dos - p.8 t tl him II Project Info Project Description Compliance Option Apps tPhone: 32_3 Nee Bulkibil Addilton 0 A3taraitan Of Tukwila 0 pmscrilthve Qt i g t t h r e P ask Mowery* © 'Systems : a .(See Ot iIduar6on Chadds! (creed. bielPete Prascttpiim9 & LPA t pacss dealt/ an p16n1) T teration - Exceptions 10 fao draagas afs;be�tg made tb the Otltina rkk epprderi box - sec 1 rst.3) 0 Less litass VA able Mums maw, (Funded wattage net Increased. :Vacs mse na ebluigalt- Maxrrsr'um AJlaw tigltting Wattage t.o cs tl on Argo 2 . Allowed x Area .. A4cxvad e /stmt M:) O P�� 3! pencil** Vt`attt %sr1t� ^e Votal•A4nwed watts f r dpoaea "Watts 6T1 j Notes; - ..... , - , . � 1. Far proposed Frzture Descriptictr, indttate Wine typed P toe Ce-9- T.8),.number o (MIMS iff the. fs$tura. bed „ehest type tip .Leoluded). Partook ttook Itgt qQ, Ibt the length of this track (in leen in addition to tiro Dctl M ittrriP. Ond baaa9t information- 2. For proposed WaitaiFedura. Usa:[+laottfacturere fisted meskbniim hit)ut wonnes0.19Aa fixture {not �Rly tttk to mp'watMel and outer = eria es spec! ei Section 1536.. Fot wired Watts any, the default table to the NAM Techoicat Manual May also be imead. tar trail lighting. Gat The graates of'acittlt luminaire wattage or fangtn tack mWtipited by 50: or as applicable, she wattage afle -relit OvIces or et 1tt4`traasfysknat. Ltst it fixtures. For exempt Seining., riots section and tflcceptfon norm er, oral Leave.Wettaichture Wink. RECEIVED MAR 0 7 2008 PERMIT CENTER kid/ 10 u.J/ U f f LOUD 1 1 4 4 Y J. JLJYO:JO(JOO Mat" 07 08 11:588 HTE Office Interior amuitf Cade , orioCas core* Prescriptive Spaces t arc r: ' storages:elm oraircraft aterege hangers Qualification Che r d t L'orn 0 med it 9fer. re more of tic With 1.2.40 and r>. are txauaa1ed. 1 Ise .CITY OF TUKWILA = BUILDING DIVISION ?..006 Wesingten Stale Nan ntial Energy Code Carnphance Form .art tt aeaalaney rico is''Ol e ' angst/: as adSt 444 jg eisecke4 the n1L.:t r tr tls>tte9 'ft V A C . , - - •tatfirelfas by Coee 04 r root a e pleas apazap crt !v Fel -quaefieth do Oil tatccrar'cr:s. 2. Natal HaTide with a) reflector h) caracole Mlt tamps s w d) electronic betlasts 3. LED Egtam A L815.1 U M t.eglttln ower 1 awence {L.PA) s e•, ' crosses , - wage areas t^' . mio ea carol a • nes, gUeVe0 e cr ep e - r a 0 ' n l l e s of o use types f i s o k u e n g but r i o t U n i t e d ty sdtools, isesptels, instiludom. museums, hunka, chums) ' 7-1 e 'er vela fa an 1.0 it alt"`, retaal banking, mail conowaraes, u+ states (cadet tack shelving) .:r. i rrnr.. C9 t : •lip •CCUpancyon or•, ma tact p+a to Thesier, perfotrntrag anR m^ ns con -St Meg vpan ea ) $ x:r t zuse t nos axis . n ; ! reStaurenttlbears /a hafFcise cen t ymiapala"".•as9em tspacas I WPM : OWS. tl9 taomes. ;MCI i 1-2 Ou remotes• a.., away spaces . spaces no I "p m shall Races office and other apprept'bte al rCJ MCMI tFir i HRl..r9 (31 0) 5761569 mules. ttk eci>✓n 1. Fttioresc6at fixtures which are nee- lenseed tap of t era tars tamps, bt retecr gggl) Cc louvers. ra d•ea wart T ; T-2.14, T.6, T-11 iampe, aria d3 lard -wired elan hank d:mmtng beasts. Sc eer-ln tcmpact fluorescent iixartee.de nog. qua!ifr, rAut U 4I 1 o p.8 • a• area "1 fyiEIn aiaeF.r rsrgl2tettY ommon areas, era. } < 1 Useum washroohts, elevator lobbies otrtotes tor Tare 1 - '1) to ease:fin which d gentual use and a spectc use tyre ileted spacifC use shag apply. In caws Fr! which a .use IS r1Ct. mantiVnpd spe ficolly, the Unit Power Alicwaace shall be deterrattteE tlxe htiirdir•• oltriCiat• This detnitdinattaft shall be based ill the rrtost comparable use specified In the.tabte, See Section 1512 for exempt areas. 2) The welts per square foot may ce Increased, er two percent per teat of ceiling height shaxeltsvenly tae: miens spec€ ltally directed otherwise by.subsmaueet•fostnata. - 31 We per square foot of room may be I ncreased / two percent parrot oFceding height above Pielve feet. R) For ter other spacess pw- h- as.senting and commas areas, use the Unit Light Pettier Allowance for essnmbly 5? Weis per square foot of roam may bts increased by important-per of ceUhag.height abovat+ine teal 8) Reserved- :) For conference maim artaaffuee leas gtan150h'- With tug night arabi:Iona, a igivtn9 'Pfister Altouvartce of 1_10 Vele rna)2 tie aced. e) Reserved. P ost"er Aflat�rartrtt her the CotL�t area is 9) F+orindoor sport tourns/nest courts with adjsce+st •Spectafot SanfifIg aver SAO; The. Mail ti a'finq 2.6o W'Tf. t0) Display window Igienirratie, rnsheaed peleht feet of the window. g- anlded. Mot the.casolay'eatndavr separated ft m the releS ice by wells or at least thsao•R atter•ttaght.p$rtW ° ns (eassparent or opaque) seallgtfln) ic: freerstaedif9 dishlJY uahereritta ttgnlleg moves with the display Are `t• M andaforsi t.6 va leaf a1eroaarrdlse dispcq lumtrtaires'are eaten -pre•+tdedthet theyedtnply sit all throa'of max ffollowlog: d) roosted an oa04811C*mted_ bratdt C! darectiyor or recessed huo tins •ce trig flaetf (riot on the boas). l ad;'ustabte.trbath the ltorizar>kal and•uelfcat axre tirerikal axle only. Is acceptable, tat fib reseent and ocherlt .terns with h two points of track Wiest:ma t), a) rested with LED; lunc;sten halogen,. fIUorasame. or high ane!tstty thechaige larrtPot Tt is'addtttentri *ling poyser.e.aillovied only if he Balding is.stxtt* tresteilea. t; Provided that a door plan. Indicating redt.tocsllgn. and hatgtrt. is xuhrtisd, the square fester: -a far Warehouse may he de nsmif. for • computing the Interior Ulf! lighting Power Allowance, as the Wow amen cosere by moke net ON/Wad th clic face area (access stce-Crdy) thailoar of The reeks. T> is :helgrit at awance dented k: itcinote.2 apps' only 11J 1 01 F LVVV 11 .`f'Y 1 JLJ"1 JJVVVV Mai- 07 08 11:59a HTE Office CITY of VILA - Bu1LDlNt DIVISION 200E Washington Stele Noraosidential E ergy Coda Cures Form t�nP ovie z1:26vus+ secs hr„mt,ee F'C5Ca Cn=11+27r:0 Alats Protest Address Adjusted Li _ tin; Power Allowances (Interior to lance us men .. Ftom Tabte 161 baled on excepttonS listad to footnotes 13101 5761569 p .10 Dote is far. Nrre r p3hwan9es to: WOOF IIgt:Unq The kh� farm tfyou a`� terming .any celfL�tp Netq•St adjt+x� Rata lighting Occitpan scIAtio sdisU d Wee with Ito 11$11" Acted oft Cbda Table 15.1. Bern fy i!t3 aPProPristriCattine Haight limit {9 feet 12 feet o: _20 fee} an vfikh tte 'ant IS based. T!te Afiusted t,PA is calculated from Oita ntrober and from !be Allowed Watts per ft. Carty :the Adjusbcd LPA to the ,Coral nnt119 OQted Watt Apt (gcattan on t,TG,SUM P Allowed .CelAng Height Letting Height Ante Pd#ustedLPA wa% peo2.t. for tbiS. VMS her gals acoePNon" Woo per Eta 08/29/2008 1'RI 14:37 PAX 8173850379 MORl AN DEV & SUPPLjHD6) ( i .�. > .)1c4.1 :5 w�'`g;,?sr`:Sc;Nfi,e : e;4'r� 1 yC . -::`µ . :l N�K. � �. - r %', 1: >i�ir.f�' r �� ":.2•D. �t �it^. �4s Combination NGP -Edge® Sealing System Smoke and Draft Control Gasketing - Category `G' and `H' Listed X5050 Silicone Bulb Fire and Smoke Seal Edge Sealing System - Category "G" for 20 minute rated category �— wood doors perimeter application up to: single swing 4'0 x 8'0 pairs 8'0 x 8'0 use 9550 at the meeting edge of pairs al I PM Up to 3 hours steel fire doors Up to 11/2 hours wood fire doors Meets requirements of ROHS Directive 2002/95/EC Seal for Mullion Applications 5100N Neoprene (black) 5100S Silicone (gray) OM RAS 'd 8008 ' °N 14fr -^ d.^, Available in 86" and 96" lengths. Self - Adhesive No See adhesive specifications on nee page k�i f Closed cell sponge strip I -I /B" wide x 3132" thick with an adhesive strip for mounting directly to the face of the mullion that doors close against. T 5050E Brown SOSOC Charcoal 5050W White 5050T Tan 50300. Clear 1/16 JAMB JAMB ViSCin St ;:n!li4- ” l • �tpv • ' ,M. cr:.:q PL i 4; sk)o J HINI'aE SIDE Available in 17', 20', 21', 25', and 300' rolls Self-Adhesive Note See adhesive specifications on nets page Neoprene Sponge Self - Adhesive Gasketing width thickness 361 21' rolls 3/8" x 3/16" 362 21' rolls 112" x 1/4" HINGE BCE w q N�� i A `mi 0.01 /001 pUJOJp1— SJOppqUOD POOm SaM WdtiB'll 8006 '66 '$nV b7• Northshore Environmental Health Services 10808 Northeast 145th Street Bothell, WA 98011 -5200 206 -296 -9791 Fax 206 - 296 -9792 TTY Relay: 711 www.kingcounty.gov /health March 13, 2008 Robert Azinian Criscat Group Inc 14724 Ventura BI Suite 1205 Sherman Oaks, CA 91403 818- 808 -4424 Dear Mr. Azinian, RE: Plans and Specifications for a new food service establishment: Sharky's, 633 Southcenter Pkwy Space FC -2, Tukwila, WA 98188 SR1155449 6703 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 Rules and Regulations 05 -06 (The Food Code) are hereby APPROVED ...subject to the following conditions: • The food service establishment owner is required to ensure that hand washing facilities are located for "convenient" use by employees. The revised plan drawings indicate the new location of the cook -line hand wash sink (Item No. 56) to be below and somewhat covered by the counter. This is acceptable, but only if the access is truly convenient ...easy to reach with no obstruction. Provide documentation showing this hand wash sink is at an acceptable height and easy to use. Your establishment has been assigned the following plan reviewservice number ...SR1155449. 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 the enclosed 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 Diane Agasid - Bondock at the Alder Square District Office (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 RECEWED MAR 14 2008 PERMIT CENTER toe 12y Sincerely, Michael Brae Plans Examiner www.michael.bratcherkinocountv.gov • • 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. 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. ACTIVITY NUMBER: D08 - 124 DATE: 05 -15 -08 PROJECT NAME: SHARKY'S WOODFIRE MEXICAN GRILL SITE ADDRESS: 2600 SOUTHCENTER MALL, FC -2 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: ion Buildlin� D7dis Public Works n Complete Comments: PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Planning Division n Permit Coordinator DUE DATE: 05-20-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DATE: Approved / Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 DATE: n n DUE DATE: 06-17-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTM NTS: Bu di 'vision NU., 6- At') Public Works Complete Comments: porb TUES/THURS ROU ING: Please Route REVIEWER'S INITIALS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28.02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -124 DATE: 03 -07 -08 PROJECT NAME: SHARKY'S WOODFIRE MEXICAN GRILL SITE ADDRESS: 2600 SOUTHCENTER MALL FC -2 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued ETERMINATION OF OMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions AU //(2 Fire Prevention • t ''L&. Planning Division IC Structural ❑ Permit Coordinator ❑ DUE DATE: 03 -11 -08 DATE: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: Not Applicable DUE DATE: 04 -08 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITI S 1 Cc 1,421) (0 - 3 -o r Summary of Revision: 12t, w tkwvi (A , o k e ,, ` L Ow, b{ '` 64. at 4 41, 01,0,4 " kg udeuvvidok r m rtA GLIAAJAIbt0 Received by: C /t/ 7 i /V - REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: SITE ADDRESS: PERMIT NO: ORIGINAL ISSUE DATE: REVISION LOG (please print) (please. print) (please print) (please print) (please prim) 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 Entered in Permits Plus on \applicationslfoms- applications on Iine\revision submittal Created: 8-13 -2004 Date: /5 DS Plan Check/Permit Number: 7V D$ - ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [� Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sig rky S bt1 'ct-i-7re.0 //2e -xdr Sheet Number(s): A /D 2. / -f 0 i - 41l3 "Cloud" or highlight all areas If revision including date of revision Received at the City of Tukwila Permit Center b • Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. aTf MAY 15 2008 PERMIT CENTER Project Address: 2400 2‘t l /h4/f Z 1 72066. 7.r. II)f- 98 7ff Contact Person:n2a rr.�.c. Wdcd,'co, -d Phone Number: -- X02 - 6c)7/ Summary of Revision:: y � /' �5 ec-�-n Vii Li r4l4 an. 0 74,45 — Y41rozj a rem 0c �ete.. - 07 - Le 5e 4 71' a0 i. 6 P»,7 - 7e7C14 . 7 re d 7.! e-o May 9, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Buildin• Division. • • Tenant improvement permit for Sharkey's Woodfire Mexican Grill, 2600 Southcenter Mall #FC -2, Tukwila Permit No. D08 -124 is issued subject to the following condition: This condition is hereby acknowledged b Acknowledgement to be signed by the responsible officer of the tenant VICE- Pkes !D � Title: Tenant Name: Sharkeys Woodfire Mexican Grill [Date] Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 • Tenant Acknowledgment Letter Tenant improvement permit for [tenant name], Tukwila Permit No. 1) D8 - 12 `i is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: Title': QYV%S Id c 40kA NiAtel 5 \i w■r ki`S Tenant Name: vw1 kto4 E)0., uA NA, me.f—c.s. 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. March 7, 2008 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Request for Overtime Plan Review Sharkey's Woodfired Mexican Grill, #2600 FC -2 Southcenter Mall, Seattle, WA 98188 Dear Mr. Benedicto: To expedite the plan review process, please use this letter as my formal request to utilize the overtime plan review procedure at the City of Tukwila. I understand that the cost of this service is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours. I agree to review and respond to any and all plan comments in an expeditious manner in order to keep the plan review process moving quickly. I will assume all payment for the overtime plan review. Said cost will be accumulated during the plan review process and when the plans are approved, the City of Tukwila will require that the overtime cost be paid on or before the building permit and approved plans are picked up. I request that this overtime review process be initiated immediately for this set of plans only. Since -ly rik Barth Project Manager Cc: Tenant file Josh Kimmel Southcenter Field Tenant Coordination • estlaeld Westfield, LLC 633 Southcenter Mall Trailer #2 Seattle, WA 98188 Telephone (206) 802 -6010 Facsimile (206) 246 -7043 RECEIVES MAR 0 7 2008 PERMIT CENTEh 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 5 10 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Z Sink, other (service) 3 1.5 / 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 Water closet, tank or valve, >1.6 GPF 8 4 King County Department of Natural Resources and Parks Wastewater Treatment Division 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 2400 FC. - Z Soul -hce.ei - A/14 I Property Street Address Takwi let )A#- '$r S8 City State ZIP S 's 1NoodCsv Me-g& ca n G ir; ll Owner's Namq Subdivision Name Lot # Subdiv. # Block # Building Name S (4 CC•r, 1 / (if applicable) ( 624 ) 2.14- 154 Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address C4A SDLCThee , ie•,r 77-4. i /e-r � /e wsq 4177-4.; / Ss' A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 1 (IS {i IO ,• 0(!171 20 SOS - 121 RCE /5 Property Tax ID # L36 — CC /a Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes .$No Was building on Sanitary Sewer? ❑ Yes XNoo Was Sewer connected before 2/1/90? O Yes lgNo Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B C/ 5 b RCE RCE MAR 0 7 2008 PER lVi i i - e ENT r. R 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 understand that the cap city charge levied will be based on this information and any deviation will require resubmission of - rected data for determina • of a revised capacity charge. Signature of Owner / Representativ= % i� Date 3/?lc^-k Print Name of Owner /Representative /77 I PFb .eb, License Information License WESTWCI088BF Licensee Name WESTWOOD CONTRACTORS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601011419 Ind. Ins. Account Id Business Type CORPORATION Address 1 951 W 7TH STREET Address 2 ATTENTION: LILY SEGURA City FORT WORTH County OUT OF STATE State TX Zip 76102 Phone 8178773800 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/6/1992 Expiration Date 9/11/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BENDA, ROBERT D 01/01/1980 06/11/2002 CHASE, DAVID E 01/01/1980 06/11/2002 BENDA, JOAN M 01/01/1980 06/11/2002 Look Up a Contractor, Electric n or Plumber License Detail Washington State Department of Labor and Industries 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. S Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & Until Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WESTWCI088BF 05/14/2008 REVISION ADDENDUM #1 L# Ij2l 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: STIM 31da 80 -SZ -20 80 -ZL -SO KENN BUTTS ArIrA. / SHEET TITLE: FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: 4 -102 Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 REVISION ADDENDUM #1 L# Ij2l Z# Ida ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: STIM 31da 80 -SZ -20 80 -ZL -SO 80 -90 -S0 FILE #: A 102.DWG SHEET TITLE: FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: 4 -102 r.<««< 3f1SSI HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL ]Iva I 1 01-09-08 80 -i I. -ZOI 90- 90 -20I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: STIM CHECKED BY: RICHARD HERMAN REVIEWED BY: - DATE: 03.25.2008 JOB NUMBER: 07936 FILE #: A 102.DWG SHEET TITLE: FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: 4 -102 q 1 B o , W � w KITCHEN I 107 it r WALK -IN COOLER rn n 104 01 FLOOR PLAN - SPACE FC -2 SCALE: 1/2"=1'-0" NORTH 0 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. 01 7: Revisions will require a new plan submittal r �? -nay include additional plan review fees ._. -._ FILE COPY Permit No. Plar review approval Is subject to errors and moons. Approval of construction documents does not authorize the violation of any adopted •• = or ordinance. Receipt c approved Field . = 1., 'r: 1' Is wed: By Date: , City of .. Tukwila BUILDING DIVISION CONSTRUCTION GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND ORDINANCES OF AGENCIES HAVING JURISDICTION OVER THIS PROJECT. 2. ALL BUILDING FACILITIES AND CONDITIONS, BOTH INTERIOR AND EXTERIOR, SHALL BE COMPLIANT WITH THE AMERICANS WITH DISABILITIES ACT (A.D.A.) FOR ALTERATIONS, FACTORY MUTUAL STANDARDS, UNDERWRITERS LABS, AND ALL FEDERAL, STATE AND LOCAL CODES. 3. ESTABLISH AND MAINTAIN PROJECT SAFETY DURING CONSTRUCTION TO PROTECT PERSONNEL, TENANTS AND BUILDING OCCUPANTS. REQUIREMENTS INCLUDE, BUT SHALL NOT BE LIMITED TO O.S.H.A PART 1926 LATEST EDITION. 4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. IF CONFLICT OCCURS, CONTACT RS HERMAN ARCHITECTS. 5. GENERAL CONTRACTORS SHALL HELD VERIFY ALL MEASUREMENTS, LOCATIONS AND CHARACTERISTIC OF ALL WORK AND EQUIPMENT (WHETHER SUPPLIED BY THE OWNER OR OTHERS) WITH THE SUPPLIER OR MANUFACTURER PRIOR TO THE START OF RELATED WORK. 6. ANY VARIATION FROM INDICATED DIMENSIONS OR CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF RS HERMAN ARCHITECTS. THE WORK IN THE PROBLEM AREA SHALL NOT PROCEED UNTIL APPROVAL BY RS HERMAN. 7. NO CHANGES TO BE MADE WITHOUT APPROVAL OF OWNER OR RS HERMAN ARCHITECTS. 8. ALL DOOR HARDWARE SETS SHALL BE CODED AND /OR KEYED IN ACCORDANCE WITH BUILDING REQUIREMENTS. CODES AND /OR KEYS ARE TO BE DELIVERED TO TENANT, PROPERLY TESTED AND /OR TAGGED. THE QUANTITY OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH BUILDING MANAGEMENT. 9. PROVIDE BRACING, BLOCKING AND /OR STRUCTURE AS REQUIRED TO FACILITATE INSTALLATION OF ALL WALL AND MILLWORK MOUNTED EQUIPMENT, IN NEW AND EXISTING WALLS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUPPORT REQUIRED TO MAINTAIN THE INTEGRITY OF THE WALL AND THE SECURITY OF THE EQUIPMENT. 10. ALL WOOD BLOCKING SHALL BE FIRE RETARD ANT TREATED. PROVIDE WOOD BLOCKING IN ALL STUD WALLS AT MILLWORK AND SPECIAL ITEM ANCHORING POINTS. WOOD BLOCKING SHALL BE MOISTURE TREATED IF LOCATED IN DAMP LOCATIONS OR ADJACENT TO CONCRETE OR MASONRY CONSTRUCTION. IF WOOD BLOCKING IS NOT PERMITTED BY CODE, THEN METAL STRIPS SHALL BE USED. 11. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR FIELD DIMENSIONS OF ALL MILLWORK, GLASS, DOOR OPENINGS AND OTHER STRUCTURES PRIOR TO COMMENCEMENT OF FABRICATION. 12. ALL WORK SHALL CONFORM IN QUALITY TO ACCEPTED INDUSTRY STANDARDS. ALL MILLWORK SHALL CONFORM TO A.W.I CUSTOM GRADE STANDARDS, UNLESS OTHERWISE NOTED. 13. THE MATERIALS USED FOR CONSTRUCTION OF SPACE SHALL NOT CONTAIN ASBESTOS, P.C.B. OR ANY HAZARDOUS MATERIALS OF ANY TYPE. 14. MANUFACTURER'S NAME, TRADEMARK, LOGOS, ETC. SHALL NOT BE VISIBLE OT THE PUBLIC. 15. ALL WALLS TO BE LAID OUT AT 90 DEGREE ANGLES, UNLESS OTHERWISE NOTED. 16. A MAXIMUM OF }¢" SHALL OCCUR AT THE INTERSECTION OF ALL GYP. BD. ON WALLS AND SLAB OT MAINTAIN ADEQUATED SUPPORT BACKING FOR BASE. 17. ALL DOOR FRAME (HINGE SIDE) TO BE 4" FROM ADJACENT PERPENDICULAR PARTITIONS, UNLESS OTHERWISE NOTED. 18. ALL PENETRATIONS OF FIRE WALLS BY PIPING, CONDUIT AND SIMILAR COMPONENTS SHALL BE FIRE STOPPED WITH U.L. THROUGH PENETRATION FIRESTOP SYSTEM AS LISTED IN THE CURRENT EDITION OF UNDERWRITERS LABORATORIES FIRE RESISTANCE DIRECTORY. ANY NEW PENETRATIONS SHALL COMPLY WITH THESE STANDARDS. VERIFY TYPE AND SIZE OF PENETRATING ITEMS AND INFORM RS HERMAN ARCHITECTS IF FIELD CONDITIONS INDICATE THE NEED FOR A DIFFERENT AND MORE APPROPRIATE SYSTEM. 19. PROVIDE AS BUILT" DRAWINGS WITHIN FIFTEEN (15) DAYS AFTER CONSTRUCTION COMPLETION. 20. SCOPE OF WORK OF ALL TRADES IS TO INCLUDE ALL MATERIALS AND LABOR AS REQUIRED TO TOTALLY COMPLETE THE PROJECT FORM INTERFACE WITH EXISTING CONSTRUCTION THROUGH CONFIGURATION AS INDICATED IN DOCUMENTS SUBMITTED. ALL FINISH WORK SHALL BE COMPLETE AND FUNCTIONAL, CONSISTENT WITH THE DESIGN INTENT AS EXPRESSED IN THE ATTACHED DOCUMENTS. 21. GENERAL CONTRACTOR IS TO GET APPROVAL AND CORING REQUIREMENTS ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. 22. GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED ALL PLUMBING, MECHANICAL AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. 23. GENERAL CONTRACTOR SHALL PROVIDE A LAYOUT AND LOCATION FOR ALL PENETRATION, WHICH MUST BE APPROVED BY LANDLOARD PRIOR TO CORE DRIWNG. CONTRACTOR IS TO GET APPROVAL AND REQUIREMENTS BEFORE PROCEEDING WITH WORK. FIRESAFING IS REQUIRED FOR ALL PENETRATIONS. 24. ALL CONNECTIONS TO METAL DECK SLABS FOR STRUCTURAL LOADS SHALL BE BY EITHER PRESENT OR DRILLED IN ANCHORS. FLOOR PLAN NOTES 0 1. COORDINATE WORK WITH THE WORK OF THE FOOD SERVICE EQUIPMENT CONTRACTOR (F.S.E.C.) . 2. SEE KITCHEN DRAWING SCHEDULE FOR ITEMS FURNISHED BY OTHERS & INSTALLED BY GENERAL CONTRACTOR. TENANT WITH LARGE OR HEAVY EQUIPMENT EXCEEDUBG 100 P.S.F. MUST SUBMIT SPEC SHEETS AND LOCATION(S) TO WESTFIELD'S PROJECT MANAGER TO SEE IF ADDITIONAL SUPPORT IS REQUIRED BY TENANT. ANY SUBSEQUANT ADDITIONS WILL BE BY TENANT AT TENANTS EXPENSE. 3. ALL P.O.S. STATIONS TO FACE FORWARD AND LOCATED AS SHOWN. 4. ALL TENANT EXIST OR SERVICE DOORS USED TO ACCESS FIRE EXIT CORRIDORS MUST BE ONE (1) HOUR RATED INCLUDING DOOR AND ITS ASSEMBLIES. 5. GENERAL CONTRACTOR TO PAINT CORRIDOR TO MATCH MALL SERVICE CORRIDOR. 6. INSTALL DOOR BELL AT 3' -6" A.F.F. 7. WALL TO BE ONE (1) HOUR FULL HEIGHT GYPSUM BOARD TO DECK ABOVE. 8. DOOR SIGNAGE NAME AND SPACE NUMBER: 2" HIGH, DIE OJT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLES LETTERS, ON READ BACKGROUND MOUNTED 5-0" A.F.F., CENTER ON DOOR. 9. DECORATIVE RIBBON CEILING ABOVE. 10. DOOR TO ACCESS FIRE EXIT CORRIDORS MUST BE (1) HOUR RATED INCLUDING DOOR HARDWARE. REVISION N0. ( WALL LEGEND NEW STEEL STUD WALL (SEE FLOOR PLAN REQUIREMENTS) NEW PARTIAL MGT. WALL 0 3' -2" A.F.F. EXISTING ONE HOUR FIRE RATED DEMISING WALL ONE (1) HOUR DEMISING WALL SEE WALL TYPE Al /A -501. LEASING UNE 1201r 121 RECEIVED CITY OF TUKWILA MAY 15 2008 PERMIT CENTER SYMBOL LEGEND EXIT EXIT SIGN - CONFORMING TO C.B.0 REQUIREMENTS, SECTION 1003.2.8.2 A. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. B. LOCATE EXIT SIGNS AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN C. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES C.B.C. 1003.2.8.5 KEY PLAN SCALE: NOT TO SCALE or A 3 I i g m r , I " MI I Isom ii !. ,,��.!' r::1 �. .... 1 �� • , ▪ r se. WORK OF SCOPE SHARKY'S SPACE FC -2 LEVEL 2 OF 3 REVISION I ADDENDUM #1 - I .111"/V ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ARE FROM TOP OF FINISH FLOOR. & GRILLES, LIGHT FIXTURE TRIMS, CEILING FINISH. SHALL COMPLY WITH 2006 I.B.C. FOR SUSPENDED ACOUSTIC TO MAIN RUNNER WITHIN 2" DEGREES FROM EACH OTHER AT ANGLE THESE HORIZONTAL RESTRAINT DIRECTIONS WITH FIRST POINT RESTRAINT WIRES TO THE STRUCTURE SEE DETAILS 8 9 ISSUED FOR: DESIGNED BY: - DRAWN BY: STIM 31da 20-SZ -£O 88 -ZG -90 JOB NUMBER: 07936 KENN BUTTS A.I.A. Butts ROAD CA. 91307 999 4272 999 4321 SHEET TITLE: REFLECTED CEILING PLAN SCALE: AS NOTED SHEET NUMBER: A-1O4 Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) RECEIVED CITY OF TUKWIIA MAY 15 1008 PERMIT CENTER REVISION I ADDENDUM #1 - I Lit IA ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ARE FROM TOP OF FINISH FLOOR. & GRILLES, LIGHT FIXTURE TRIMS, CEILING FINISH. SHALL COMPLY WITH 2006 I.B.C. FOR SUSPENDED ACOUSTIC TO MAIN RUNNER WITHIN 2" DEGREES FROM EACH OTHER AT ANGLE THESE HORIZONTAL RESTRAINT DIRECTIONS WITH FIRST POINT RESTRAINT WIRES TO THE STRUCTURE SEE DETAILS 8 9 ISSUED FOR: DESIGNED BY: - DRAWN BY: STIM 31da 20-SZ -£O 88 -ZG -90 JOB NUMBER: 07936 FILE #: A- 104.DWG SHEET TITLE: REFLECTED CEILING PLAN SCALE: AS NOTED SHEET NUMBER: A-1O4 r<1.<<<<<<< GYPSUM BOARD CEILING OR FURRDOWN _ 24" x 24" ACOUSTICAL CEILING TILE AND GRID 3nssl HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL 3lda so- 1 -ZOI 9D- 90 -£OI RETURN AIR GRILLE I- SPRINKLER HEADS MUST BE FULLY RECESSED AND PAINT TO MATCH THE ADJACENT CEILING IN FRONT OF HOUSE (SALES) AREAS LIGHTING SCHEDULE A. ALL LIGHTING IN FORWARD SELLING AREA MUST BE INCANDESCENT WITH LOW IRON TEMPERED GLASS SAFETY LENS PER FOOD PREPARATION AND LOCAL CODDS, ON SEPARATE CIRCUIT AND ON SEVEN (7) DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. FOOT CANDEL LEVEL AT COUNTER HEIGHT MUST BE 50 FC. AVERAGE MAINTAINED. B. ALL STOREFRONT LIGHTING MUST BE ON A SEPARATED CIRCUIT. C. EMERGENCY LIGHTING MUST BE FULLY RECESSED IN THE SELLING AREAS. NO SURFACE MOUNTED TYPE IS ALLOWED. ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ARE FROM TOP OF FINISH FLOOR. & GRILLES, LIGHT FIXTURE TRIMS, CEILING FINISH. SHALL COMPLY WITH 2006 I.B.C. FOR SUSPENDED ACOUSTIC TO MAIN RUNNER WITHIN 2" DEGREES FROM EACH OTHER AT ANGLE THESE HORIZONTAL RESTRAINT DIRECTIONS WITH FIRST POINT RESTRAINT WIRES TO THE STRUCTURE SEE DETAILS 8 9 ISSUED FOR: DESIGNED BY: - DRAWN BY: STIM CHECKED BY: RICHARD HERMAN REVIEWED BY: - DATE: 03.25.2008 JOB NUMBER: 07936 FILE #: A- 104.DWG SHEET TITLE: REFLECTED CEILING PLAN SCALE: AS NOTED SHEET NUMBER: A-1O4 REFLECTED CEILING PLAN GENERAL REQUIREMENTS 1. 2. 3. 4. 5. 6. 7. 8. 9. A. B. C. 10. 11. 12. 13. 14. 15. CEILING PAINT MATCH SUSPENDED LATERAL GAUGE AND FROM 12' ATTACHMENT FOR PROVIDE CEILING HVAC ADJACENT WIRES SPLAYED PLANE -0" O.C. THE HEIGHTS SHOWN DIFFUSERS CEILINGS FORCE BRACING SECURED 90 OF CEILING. IN BOTH OF THE LOAD IMPOSED. (2) #12 GAUGE AREAS FINISH A -500 ELECTRICAL MECHANICAL LIGHTING FIXTURES 4702 AND AND SHALL TO THE CEILING AND AIR DIRECTLY FIXTURES DESIGNED IN ADDITION MATERIAL FLAME 450 MAXIMUM HOOD DRAWINGS DUCT SHAPES. COMPLY CONTRACTOR'S DURING THAT WOULD TO SPRINKLERS HEIGHT TO ALL COVERPLATES, ARE FROM TOP OF FINISH FLOOR. & GRILLES, LIGHT FIXTURE TRIMS, CEILING FINISH. SHALL COMPLY WITH 2006 I.B.C. FOR SUSPENDED ACOUSTIC TO MAIN RUNNER WITHIN 2" DEGREES FROM EACH OTHER AT ANGLE THESE HORIZONTAL RESTRAINT DIRECTIONS WITH FIRST POINT RESTRAINT WIRES TO THE STRUCTURE SEE DETAILS 8 9 ETC. IN PUBLIC AREAS TO TABLE 25 —A AND 16 -0 11LE CEILING: PROVIDE (4) #12 OF CROSS RUNNER INTERSECTION NOT TO EXCEED 45 DEGREES POINTS SHALL BE PLACED WITHIN 4' -0" OF EACH WALL. ABOVE SHALL BE ADEQUATE 10 11 FIXTURES IN ACOUSTIC TILE SCHEDULE ON ON LIGHT FIXTURES. SYMBOLS WITH 2001 C.B.C. THAN 20 POUNDS BUT LESS THAN CONNECTED FROM THE FIXTURE STRUCTURE ABOVE. LIGHT OR MORE SHALL BE APPROVED HANGERS. CONNECTION SYSTEM PERCENT OF THE WEIGHT OF THE LOADING. 4202(A) TABLE 42 —A: CLASS SMOKE DENSITY, C.B.C. SEC. STD. 42 -1 OF EXHAUST HOODS AND AND WASHINGTON STATE ENERGY ALL EXISTING ABOVE CEILING HERMAN ARCHITECTS OF ANY BEING BUILT. TI-115 INCLUDES, BUT IS STRUCTURE. NOTED. TO BE WHITE. — *1 •- II! •- SUSPENSION WIRES FOR LIGHT SCHEDULE ITEM, SEE FINISH DRAWINGS FOR ADDITIONAL INFORMATION DRAWINGS FOR MECHANICAL AND AIR DIFFUSERS IN ACCORDANCE GUIDELINES STANDARDS AS FOLLOWS: AIR DIFFUSERS WEIGHING MORE HAVE TWO NO. 12 GA. HANGERS SYSTEM HANGERS OR TO THE DIFFUSERS WEIGHING 56 POUNDS FROM THE STRUCTURE ABOVE BY AND AIR DIFFUSERS TO THE CEILING FOR A LATERAL FORCE OF 100 TO THE PRESCRIBED VERTICAL FRAME SPREAD INDEX, C.B.C. SECTION SPREAD INDEX. CEILING MATERIAL TESTED ACCORDING TO C.B.C. FOR EXACT SIZE & LOCATION WITH 2006 IBC ELECTRICAL CODE RESPONSIBLITY TO SURVEY THE BID PHASE AND NOTIFY RS PERVENT THIS DESIGN FROM PIPES, DUCTWORK, AND BE 14' -0" A.F.F. UNLESS OTHERWISE DEVICES AND SWITCHES INDICATES © SHEET REFER TO REFER TO INSTALL SECTION LIGHT FIXTURES 56 POUNDS HOUSING FIXTURES SUPPORTED OF LIGHT SHALL BE FIXTURES CEILING 111, 76 -200 4202(B): REFER TO EXHAUST WORK SHALL CODE REQUIREMENTS IT IS THE CONDITIONS CONFLICTS NOT LIMITED CEIUNG COLOR OF REFLECTED CEILING PLAN KEYNOTES 0 1. SUSPENDED 2'— O"x4' —O" ACOUSTICAL TILE AND GRID AT REDUCTIONS COEFFICIENT OF 0.60 -0.70 WITH A MINIMUM FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODE, DEVELOPMENT FACTORS. 2. KITCHEN EXHAUST HOOD SEE DETAIL 17/A -701 ALSO DETAILS. 3. SPRINKLER HEADS MUST BE FULLY RECESSED AND PAINTED MATCH THE ADJACENT CEILING FURRDOWN. NO EXCEPTIONS 4. 24X 23.38" TRANSFORMER SECURE TO WALL. SEE 07 /A 5. ENCLOSED VOLUME BETWEEN STAINLESS STEEL RIBBON MAINTENANCE —PAINT TO MATCH OVEN TILE. 6. EMERGENCY LIGHTING MUST BE FULLY RECESSED IN THE SURFACE MOUNT TYPE IS ALLOWED. 10' -0" A.F.F. TILES TO HAVE NOISE ROOM TO ROOM ATTENUATION FLAME SPREAD, FUEL AND SMOKE SEE KITCHEN DWG. ON SHT. K -6.01 FOR WITH DROP DOWN COVER TO — TYPICAL. -413 FOR LOCATION. AND CEIUNG TO ELIMINATE ANY 0 FRONT OF HOUSE AREAS. NO SYMBOL LEGEND REFLECTED CEILING A. ALL CEILING SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS (NOT FROM DECK ABOVE) WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION. B. LAY —IN ACOUSTICAL TILES CEILING MAY NOT BE USED IN FORWARD SELLING AREA. TILES TO HAVE NOISE REDUCTION COEFFICIENTS OF .60 — .70 WITH A MINIMUM ROOM TO ROOM ATTENUATION FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODES, CLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS. C. ALL SUPPLY AND RETURN GRILLES IN FORWARD SELLING AREA TO BE PAINTED TO MATCH CEILING. D. ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE FULLY RECESSED AND CONCEALED POP OF COVER TYPE. PAINT TO MATCH CEILING. E. ALL FIXTURES MUST UTILIZE A CLEAR LOW IRON TEMPERED CLEAR GLASS SAFETY LENS AS PER FOOD PREPARATION AND LOCAL ELECTRICAL CODES. GYPSUM BOARD CEILING OR FURRDOWN _ 24" x 24" ACOUSTICAL CEILING TILE AND GRID SUPPLY AIR DIFFUSER 7 RETURN AIR GRILLE I- SPRINKLER HEADS MUST BE FULLY RECESSED AND PAINT TO MATCH THE ADJACENT CEILING IN FRONT OF HOUSE (SALES) AREAS LIGHTING SCHEDULE A. ALL LIGHTING IN FORWARD SELLING AREA MUST BE INCANDESCENT WITH LOW IRON TEMPERED GLASS SAFETY LENS PER FOOD PREPARATION AND LOCAL CODDS, ON SEPARATE CIRCUIT AND ON SEVEN (7) DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. FOOT CANDEL LEVEL AT COUNTER HEIGHT MUST BE 50 FC. AVERAGE MAINTAINED. B. ALL STOREFRONT LIGHTING MUST BE ON A SEPARATED CIRCUIT. C. EMERGENCY LIGHTING MUST BE FULLY RECESSED IN THE SELLING AREAS. NO SURFACE MOUNTED TYPE IS ALLOWED. TYPE/ SYMBOL CATALOG NO. DISCRIPTION UH O BY MANUFACTURER a UNDER EXAUST HOOD LIGTH FIXTURE 0 UC — TRESCENT T4, 8 WATT FIXTURE 394mm L WITH COOL WHITE TUBE UNDER UPPER CABINET LIGHT FIXTURE ENCORE EMR12/75W/275 EMERGENCY LIGHT FIXTURE O Q RUDD LIGHTING RG 2X4/32W/T8 2' —O" x 4' —O" FLUORESCENT LIGHT FIXTURE WITH CASE 0 A ELATE A4— P400B —P20 4 "0 RECESSED DOWN LIGHT FIXTURE 0 w ELATE LV4— MR16 —CP 4 "0 WALL WASHER LIGHT FIXTURE C RSA LIGHTING OCT1775/12VMR16 1.34 "0 PINHOLE WALL WASHER 01 REFLECTED CEILING PLAN SCALE: 1 /2 " =1' -0" NORTH 0 REVISION Afo I# I 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION - ISSUED FOR: DESIGNED BY: — DRAWN BY: STIM 31WO 8o -SZ -2O KENN BUTTS A.I.A. / FILE #: A- 413.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 \ REVISION ADDENDUM #1 I I# I ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION - ISSUED FOR: DESIGNED BY: — DRAWN BY: STIM 31WO 8o -SZ -2O 8o —Z1 —go JOB NUMBER: 07936 FILE #: A- 413.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: 413 A Ka aaa aa aa ,/ FOR TRAYS \ ,/ \ TRAYS I ISSUE HEALTH DEPARTMENT SUBMITTAL 1 PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL 31VO I 8o 60 - IO I 80 11 - ZDI 80- 90 -20I FOR APPROVAL I SSUED ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION - ISSUED FOR: DESIGNED BY: — DRAWN BY: STIM CHECKED BY: RICHARD HERMAN REVIEWED BY: — DATE: 03.25.2008 JOB NUMBER: 07936 FILE #: A- 413.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: 413 A SEE BELOW FOR FRAMING SUPPORT SCALE: 1 /2 " =1 '--0" EQ. PAN TRANSFORMER ELEVATION L ±7' -0" A.F.F. t10' -0" $A. F. F. EQ. ADJUSTIABLE SHELF - FINISHES BY OWNER 4" BASE AS SCHEDULED HE TED N.F.TS OPEN TO BYEOND // 4 5 , t 1 O' -0" PLASTIC ON TOP CABINETS STAINLESS STEEL PULLS OPEN TO BYEOND 4" COVE TILE BASE STAINLESS STEEL BASE CAP FRONT OF EQUIPMENT 1' -2 1/2" 14' -0" FOOD COURT CEILING LINE t 7 F. ' F -0" $A.. 18 "X18" PROVIDE STEEL TRIM EDGE OF HAND SINK MANU BY ADVANCE TABOO 4" HIGH COVE TILE BASE 0 0 JANITOR AREA ELEVATION SCALE: 1 /2 " =1 ' -0" OFFICE ELEVATION SCALE: 1/2 " =1' -0" SCALE: 1/2 " =1' —O' JANITOR AREA ELEVATION WATER HEATER PLASTIC LAMINATE TOP CABINET TOP CABINET MATT STAINLESS STEEL PULLS JANITOR FLOOR SINK PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" COVE TILE BASE $A.F.E - 14' -0" FOOD COURT CEILING LINE BACKLITE PLEX /TWIGS FACADE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE SHARKY'S 'FIN' LOGO TO BE A SIMILAR MATERIAL /FINISH TO HOOD AND SHALL BE ILLUMINATED BACK -LIT DECORATIVE POWDER COATED BRONZE BARS ON STAINLESS STEEL RIBBON ANN SACK 'HEATH' TILE ON PIZZA OVEN WALL - (M -39) PIZZA OVEN BY OTHERS SOLID SURFACE WALL CAP TO RETURN DOWN SIDES OF LOW WALL AS SHOWN ANN SACKS 'HEATH' TILE - (M -39) 4" COVE TILE BASE 14' -0" FOOD COURT CEILING LINE TILE TO MATCH CORIAN 'SHALE' COLOR SOLID SURFACE WALL CAP RETURN DOWN SIDES OF LOW WALL AS SHOWN CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP 14'-D" FOOD COURT CEILING LINE 6" HIGH TEMPERED TRANSLUCENT GLASS SCREEN BEHIND P.O.S. - 3 SIDES SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE OPEN TO BEYOND ••••■•�■• ••••- ••••C= •• 0 0 0 0 A I I - ti rPVIr .•11*A.4. vv ■••;■. N■ ■■•••• •t• A *4 • 0 . *** ■■■■ o.t*Pz.*! k II ■■■ ■■■ ■■■■ ■■■■■■ ■■•■ ■■■■ 11•=11••••••••••111111111•••=1•••••••••111=1 E■■••• ■•■•••■•■ ■■ ■ ■ ■■UI■ ■••••••■• ■■■■■•••■■■■ •••■•••••■■I•••• •■■•••••1 ■■■■■■ ■■••■•••••••••••■I■■■■•■••••••I ■■■■■■ •••••••••••■■•■■■I••■•••••••■■1 ■■■■■■ ■ ■■■■■■■•■•■••■ ■■I■■•■ •••• ••••1 ■■•■■■ ••■ ■■■•••■■■••■ ■■I•■••■ ■■■■■■ ■I 0 0 st 04 A -703 i OPEN TO BEYOND F) I F) F) -44 1 ■ ■ ■ 02 A -703 OPEN TO BEYOND 06 A -702 0 01 OPEN TO BEYOND SCALE: 1/2 " =1' -0" 03 KITCHEN ELEVATION MILLWORK ELEVATION SCALE: 1/2 " =1' —O" SCALE: 1 /2"=1' —0" MILLWORK ELEVATION 04 A -703 08 A -702 11 A -702 AorAor Y" CLEAR TEMPERED GLASS SNEEZE GUARD MENU BOARD SOLID SURFACE ON COUNTERTOP CORIAN 'SHALE' ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE CORIAN 'SHALE' ON COUNTER SEATING AND CEILING WRAP CORIAN 'SHALE' ON 'FOOD FINISHER' COUNTERTOP CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE WALL CAP TO RETURN DOWN SIDES OF LOW WALL AS SHOWN SOUD SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE AS SCHEDULE HAY 2 DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE ANN SACKS 'HEATH' WALL TILE ON PIZZA OVEN - (M -39) CORIAN 'SHALE' ON 'FOOD FINISHER' COUNTERTOP SOLID SURFACE ON CAP WALL & COUNTERTOP ANN SACKS 'HEATH' WALL TILE - (M -39) STAINLESS STEEL CABINETS PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE CITYof TU MAY 15 2008 PERMIT CENTER /,'�``\ ,-( - OPEN OMEN / " l —=Z \ FF `. /` ,/ FOR TRAYS \ ,/ \ TRAYS \/ \ SEE BELOW FOR FRAMING SUPPORT SCALE: 1 /2 " =1 '--0" EQ. PAN TRANSFORMER ELEVATION L ±7' -0" A.F.F. t10' -0" $A. F. F. EQ. ADJUSTIABLE SHELF - FINISHES BY OWNER 4" BASE AS SCHEDULED HE TED N.F.TS OPEN TO BYEOND // 4 5 , t 1 O' -0" PLASTIC ON TOP CABINETS STAINLESS STEEL PULLS OPEN TO BYEOND 4" COVE TILE BASE STAINLESS STEEL BASE CAP FRONT OF EQUIPMENT 1' -2 1/2" 14' -0" FOOD COURT CEILING LINE t 7 F. ' F -0" $A.. 18 "X18" PROVIDE STEEL TRIM EDGE OF HAND SINK MANU BY ADVANCE TABOO 4" HIGH COVE TILE BASE 0 0 JANITOR AREA ELEVATION SCALE: 1 /2 " =1 ' -0" OFFICE ELEVATION SCALE: 1/2 " =1' -0" SCALE: 1/2 " =1' —O' JANITOR AREA ELEVATION WATER HEATER PLASTIC LAMINATE TOP CABINET TOP CABINET MATT STAINLESS STEEL PULLS JANITOR FLOOR SINK PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" COVE TILE BASE $A.F.E - 14' -0" FOOD COURT CEILING LINE BACKLITE PLEX /TWIGS FACADE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE SHARKY'S 'FIN' LOGO TO BE A SIMILAR MATERIAL /FINISH TO HOOD AND SHALL BE ILLUMINATED BACK -LIT DECORATIVE POWDER COATED BRONZE BARS ON STAINLESS STEEL RIBBON ANN SACK 'HEATH' TILE ON PIZZA OVEN WALL - (M -39) PIZZA OVEN BY OTHERS SOLID SURFACE WALL CAP TO RETURN DOWN SIDES OF LOW WALL AS SHOWN ANN SACKS 'HEATH' TILE - (M -39) 4" COVE TILE BASE 14' -0" FOOD COURT CEILING LINE TILE TO MATCH CORIAN 'SHALE' COLOR SOLID SURFACE WALL CAP RETURN DOWN SIDES OF LOW WALL AS SHOWN CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP 14'-D" FOOD COURT CEILING LINE 6" HIGH TEMPERED TRANSLUCENT GLASS SCREEN BEHIND P.O.S. - 3 SIDES SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE OPEN TO BEYOND ••••■•�■• ••••- ••••C= •• 0 0 0 0 A I I - ti rPVIr .•11*A.4. vv ■••;■. N■ ■■•••• •t• A *4 • 0 . *** ■■■■ o.t*Pz.*! k II ■■■ ■■■ ■■■■ ■■■■■■ ■■•■ ■■■■ 11•=11••••••••••111111111•••=1•••••••••111=1 E■■••• ■•■•••■•■ ■■ ■ ■ ■■UI■ ■••••••■• ■■■■■•••■■■■ •••■•••••■■I•••• •■■•••••1 ■■■■■■ ■■••■•••••••••••■I■■■■•■••••••I ■■■■■■ •••••••••••■■•■■■I••■•••••••■■1 ■■■■■■ ■ ■■■■■■■•■•■••■ ■■I■■•■ •••• ••••1 ■■•■■■ ••■ ■■■•••■■■••■ ■■I•■••■ ■■■■■■ ■I 0 0 st 04 A -703 i OPEN TO BEYOND F) I F) F) -44 1 ■ ■ ■ 02 A -703 OPEN TO BEYOND 06 A -702 0 01 OPEN TO BEYOND SCALE: 1/2 " =1' -0" 03 KITCHEN ELEVATION MILLWORK ELEVATION SCALE: 1/2 " =1' —O" SCALE: 1 /2"=1' —0" MILLWORK ELEVATION 04 A -703 08 A -702 11 A -702 AorAor Y" CLEAR TEMPERED GLASS SNEEZE GUARD MENU BOARD SOLID SURFACE ON COUNTERTOP CORIAN 'SHALE' ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE CORIAN 'SHALE' ON COUNTER SEATING AND CEILING WRAP CORIAN 'SHALE' ON 'FOOD FINISHER' COUNTERTOP CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE WALL CAP TO RETURN DOWN SIDES OF LOW WALL AS SHOWN SOUD SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE AS SCHEDULE HAY 2 DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE ANN SACKS 'HEATH' WALL TILE ON PIZZA OVEN - (M -39) CORIAN 'SHALE' ON 'FOOD FINISHER' COUNTERTOP SOLID SURFACE ON CAP WALL & COUNTERTOP ANN SACKS 'HEATH' WALL TILE - (M -39) STAINLESS STEEL CABINETS PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE CITYof TU MAY 15 2008 PERMIT CENTER TILE WALL j 0 rA / 0 r 0 0 r 4 / 0 01 P 0 00 i p Ar STAINLESS AT INSID \ s / � ,' / \, \ � / OPENING 6 " FACTURE R HAND 7 -PS -65 �' u: d N �� ' SEE BELOW FOR FRAMING SUPPORT SCALE: 1 /2 " =1 '--0" EQ. PAN TRANSFORMER ELEVATION L ±7' -0" A.F.F. t10' -0" $A. F. F. EQ. ADJUSTIABLE SHELF - FINISHES BY OWNER 4" BASE AS SCHEDULED HE TED N.F.TS OPEN TO BYEOND // 4 5 , t 1 O' -0" PLASTIC ON TOP CABINETS STAINLESS STEEL PULLS OPEN TO BYEOND 4" COVE TILE BASE STAINLESS STEEL BASE CAP FRONT OF EQUIPMENT 1' -2 1/2" 14' -0" FOOD COURT CEILING LINE t 7 F. ' F -0" $A.. 18 "X18" PROVIDE STEEL TRIM EDGE OF HAND SINK MANU BY ADVANCE TABOO 4" HIGH COVE TILE BASE 0 0 JANITOR AREA ELEVATION SCALE: 1 /2 " =1 ' -0" OFFICE ELEVATION SCALE: 1/2 " =1' -0" SCALE: 1/2 " =1' —O' JANITOR AREA ELEVATION WATER HEATER PLASTIC LAMINATE TOP CABINET TOP CABINET MATT STAINLESS STEEL PULLS JANITOR FLOOR SINK PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" COVE TILE BASE $A.F.E - 14' -0" FOOD COURT CEILING LINE BACKLITE PLEX /TWIGS FACADE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE SHARKY'S 'FIN' LOGO TO BE A SIMILAR MATERIAL /FINISH TO HOOD AND SHALL BE ILLUMINATED BACK -LIT DECORATIVE POWDER COATED BRONZE BARS ON STAINLESS STEEL RIBBON ANN SACK 'HEATH' TILE ON PIZZA OVEN WALL - (M -39) PIZZA OVEN BY OTHERS SOLID SURFACE WALL CAP TO RETURN DOWN SIDES OF LOW WALL AS SHOWN ANN SACKS 'HEATH' TILE - (M -39) 4" COVE TILE BASE 14' -0" FOOD COURT CEILING LINE TILE TO MATCH CORIAN 'SHALE' COLOR SOLID SURFACE WALL CAP RETURN DOWN SIDES OF LOW WALL AS SHOWN CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP 14'-D" FOOD COURT CEILING LINE 6" HIGH TEMPERED TRANSLUCENT GLASS SCREEN BEHIND P.O.S. - 3 SIDES SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE OPEN TO BEYOND ••••■•�■• ••••- ••••C= •• 0 0 0 0 A I I - ti rPVIr .•11*A.4. vv ■••;■. N■ ■■•••• •t• A *4 • 0 . *** ■■■■ o.t*Pz.*! k II ■■■ ■■■ ■■■■ ■■■■■■ ■■•■ ■■■■ 11•=11••••••••••111111111•••=1•••••••••111=1 E■■••• ■•■•••■•■ ■■ ■ ■ ■■UI■ ■••••••■• ■■■■■•••■■■■ •••■•••••■■I•••• •■■•••••1 ■■■■■■ ■■••■•••••••••••■I■■■■•■••••••I ■■■■■■ •••••••••••■■•■■■I••■•••••••■■1 ■■■■■■ ■ ■■■■■■■•■•■••■ ■■I■■•■ •••• ••••1 ■■•■■■ ••■ ■■■•••■■■••■ ■■I•■••■ ■■■■■■ ■I 0 0 st 04 A -703 i OPEN TO BEYOND F) I F) F) -44 1 ■ ■ ■ 02 A -703 OPEN TO BEYOND 06 A -702 0 01 OPEN TO BEYOND SCALE: 1/2 " =1' -0" 03 KITCHEN ELEVATION MILLWORK ELEVATION SCALE: 1/2 " =1' —O" SCALE: 1 /2"=1' —0" MILLWORK ELEVATION 04 A -703 08 A -702 11 A -702 AorAor Y" CLEAR TEMPERED GLASS SNEEZE GUARD MENU BOARD SOLID SURFACE ON COUNTERTOP CORIAN 'SHALE' ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE CORIAN 'SHALE' ON COUNTER SEATING AND CEILING WRAP CORIAN 'SHALE' ON 'FOOD FINISHER' COUNTERTOP CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE WALL CAP TO RETURN DOWN SIDES OF LOW WALL AS SHOWN SOUD SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE AS SCHEDULE HAY 2 DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE ANN SACKS 'HEATH' WALL TILE ON PIZZA OVEN - (M -39) CORIAN 'SHALE' ON 'FOOD FINISHER' COUNTERTOP SOLID SURFACE ON CAP WALL & COUNTERTOP ANN SACKS 'HEATH' WALL TILE - (M -39) STAINLESS STEEL CABINETS PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE CITYof TU MAY 15 2008 PERMIT CENTER I ISSUED FOR PLAN CHECK SHEET INDEX (TOTAL OF SHEETS) ISSUED FOR PERMIT -�._ -� ISSUED FOR - -- - -^ CONSTRUCT ION ID -100 INDEX SHEET 31da A-100 SITE PLAN A -101 OVERALL FLOOR PLAN REVIEWE❑ BY: - Kenneth L. Butts Architect 124 STAGECOACH ROAD A TEL. (818) 999 4272 FAX. (818) 999 4321 MAR 4 2008 REGISTERED ARCH ECT ® t ` 3 405 �` KENNETH L BUTTS - - ® A A -102 FLOOR PLAN ® 2 A -103 -104 A -105 ENLARGED MILLWORK PLAN REFLECTED CEILING PLAN FLOOR FINISH PLAN ' A .....t.. 2600 SO A F00 COUNT SPACE # FC -2 TUI(AflLdLA, IN'ASHINGTON 98 1 88 - A -412 INTERIOR ELEVATIONS A -413 INTERIOR ELEVATIONS A -500 FINISH SCHEDULE A -501 DOOR SCHEDULE & WALL TYPES A -700 CEILING DETAILS A -701 DETAILS & MILLWORK DETAILS PLUMBING r P0.1 PLUMBING SYMBOLS AND ABBREVIATIONS PO.2 PLUMBING SCHEDULES PO.3 PLUMBING RISER DIAGRAMS P1.1 PLUMBING FLOOR PLAN MECHANICAL MO.1 HVAC SYMBOLS, NOTES AND ABREVIATIONS LEGEND & ABBREVIATIONS CONSTRUCTION SCHEDULE l....7 L.) LEGAL INFORMATION GENERAL INFORMATION MO.2 HVAC EQUIPMENT SCHEDULE M0.3 HVAC DETAILS ALSO REFER TO LEGEND & ABBREVIATIONS ON CIVIL, SITE, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS NOTE: SEE EQUIPMENT SCHEDULE FOR DIVISION OF EQUIPMENT ORDER, SUPPLY AND INSTALLATION RESPONSIBILITY OWNER: CRISCAT GROUP INC. 14724 VENTURA BL. SUITE 1205 SHERMAN OAKS, CA. 91403 CONTACT ROBERT AZINIAN PHONE: 818.808.4424 FAX: - BUILDING ADDRESS: 2600 SOUTHCENTER MALL TUKWILA, WA 98188 LEGAL JURISDICTION: TUKWILA, WA BUILDING CODES: 2006 IBC W/ WASHINGTON AMENDMENTS, 2006 IMC W/ WASHINGTON AMENDMENTS, 2006 UPC W/ WASHINGTON AMENDMENTS, 2006 IFC W/ WASHINGTON AMENDMENTS, 2006 WASHINGTON STATE ENERGY CODE, 2006 NATIONAL ELECTRICAL CODE, NUMBER OF STORIES: 3 TENANT IMPROVEMENT: 881 SQ. FT. PARKING PROVIDED: EXISTING DESCRIPTION AND WORK SCOPE: 881 SQ. FT. TENANT IMPROVEMENT SEPARATE PE R M1T AND kPPROVAI. REQUIRED ---- -- ' M0. HVAC DETAILS Mo .S TITLE 24 COMPLIANCE FORMS M1.1 HVAC FLOOR AND ROOF PLAN ='ii - - ' ii'ii _[ 11 1 1 i i EARTH GRADE ELECTRICAL ROOM NAMES ROOM NAME E -1.0 GENERAL NOTES, SINGLE LINE DIAGRAM, LEGEND E -2.0 FIXTURE SCHEDULE, PANEL SCHEDULE AND LIGHTING CONTROLS DETAIL E -3.0 ELECTRICAL POWER PLAN E -4.0 ELECTRICAL LIGHTING AND ROOF PLAN 11101 ROOM NUMBER e SAWCUT SLAB FOR NEW IN -FLOOR PLUMB'G FIXTRS. 000 DOOR NUMBER P INTERIOR FINISHES loo ITEMS SUPPLIED BY OWNER 00 EXTERIOR MATERIAL / FINISH KITCHEN REPAIR LEVEL AND SLOPE FOR FINISHES &TRANSITIONS F -0 ENVIROMENTAL GENERAL NOTES REMOVE EXISTING INTERIOR WALLS AND FINISHES IF ANY F -1 EQUIPMENT PLAN F -2 EQUIPMENT ELECTRICAL AND PLUMBING PLAN F -3 REFLECTIVE CEILING AND BUILDING CONDITION PLAN CARPET CUSTOMER AREA _ FD EQUIPMENT DETAILS & SECTIONS FN EQUIPMENT NOTES CERAMIC TILE, BASE AND GROUT HOOD 1 OF 3 QUARRY TILE, BASE AND GROUT HOOD 2 OF 3 HOOD 3 OF 3 EXTERIOR COLOR A -000 \:),Cy INTERIOR ELEVATION DETAIL NUMBER FRAMING U.L. PENETRATION CAULKING AT RATED ASSEMBLIES INSTALL GYPSUM BOARD ON EXISTING WALLS CONSULTANT INFORMATION BUILDING CODE ANALYSIS: (GYPSUM BOARD BY TENANT) FRAMING, PLYWOOD AND GYPSUM BOARD ARCHITECT: R.S. HERMAN ARCHITECTS, INC. CONTACT: RICHARD HERMAN 6009 MELROSE AVE. LOS ANGELES, CA. 90038 PH. (323)465 -7066 FAX (323) 465 -8066 MEP ENGINEERS: HI -TECH ENGINEERS CONTACT: MAJID KIMIAGAR 1431 OCEAN AVENUE SUITE 800 SANTA MONICA, CA. 90401 PH. (301) 576 -1553 FAX (301) 576-1569 KITCHEN CONSULTANT: MICHAEL BLACKMAN AND ASSOCIATES, INC. CONTACT: RICK ROSE 12521 BROADWAY AVENUE SANTA MONICA, CA. 90404 PH. (512) 343 -3100 ` 69����® � , %% 01� '. � �� ��� ` OVA - _ -." BUILDING CLASSIFICATION: OCCUPANCY GROUP: B /A -2 KITCHEN FOR ADJACENT FOOD COURT OCCUPANCY SEPARATIONS: - NONE (AREA IS LESS THAN TYPE OF CONSTRUCTION: TYPE !IB SPRINKLERED FLOOR AREA BASIC AREA 881 SQ. FT. OCCUPANCY LOAD B OCCUPANCY - 800 /200 = 4 KITCHEN AREA B OCCUPANCY - 8 FIXED SEAT CUSTOMER AREA TOTAL OCCUPANT LOAD 12 OCCUPANTS TOTAL NUMBER OF FIXED SEATS 6 SEATS FILE COPY Piar review approval is subject to ems &da ions. Appnwal of construction documerds does not 101ize U18 V1 of any adopted code of d. Receipt , of d Reid Ow ,: , le � BY . , ' ' Date: / g F.R.P. PANELS, WAINSCOT AND TILE WALL PAINTING OR STAINING A7.0 SHEET NUMBER 1 ti WALL SECTION NUMBER GYPSUM BOARD CEILING AND SOFFIT \ 55.0 SHEET NUMBER BLDG. SECTION NUMBER LAY -IN CEILING WITH SUSPENSION SYSTEM DOORS, FRAMES AND HARDWARE A6.a SHEET NUMBER REVISION SYMBOL -- ELEVATION /DATUM MARK MENU BOARD SOFFIT NEW CACTUS DOOR HANDLE ON EXISTING ENTRY DOOR NEW CANVAS AWNING PATCH AND REPAIR EXISTING FINISH TO MATCH EXISTING MILLWORK BUILDING DEPARTMENT NOTES 1 STAINLESS STEEL COUNTERS 41.11 FURNITURE�N� _ "MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS III P 2. INSULATION, PIPING, WIRING, ETC. SHALL HAVE A MINIMUM FLAME SPREAD CL, PER SECTION 707. 3. INTERIOR FINISHES SHALL COMPLY WITH THE REQUIREMENTS OF CBC, CHAPTER 4. NPDES REQUIREMENTS: Q A. EROSION AND SEDIMENT CONTROL SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND. B. CONSTRUCTION MATERIALS CONTROL CONSTRUCTION- RELATED MATERIALS, WASTE, SPILLS OR RESIDUES SHALL BE RETAINED ON SITE TO MINIMIZE TRANS PORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJOINING PROPERTIES BY WIND OR RUNOFF. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING E CONTAINED AT CONSTRUCTION SITE UNLESS TREATED TO REMOVE SEDIMENTS AND POLLUTANTS. 5. THE GENERAL CONTRACTOR SHALL HIRE A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA TO DESIGN SEISMIC RESTRAINTS FOR THE FOLLOWING. A. MECHANICAL DUCTWORK AND ROOF MOUNTED MECHANICAL EQUIPMENT. B. PIPING AND OR SPRINKLERS. C. ELECTRICAL CABLE TRAYS (AND/OR) CONDUIT RUNS. 6. SEISMIC RESTRAINTS SHALL BE DEFINED AS BRACING, STRUTS, HANGERS, AND ( 7 TORS BETWEEN THE ABOVE ITEMS AND THE PRIMARY STRUCTURE AS REQUIRED TO PROVIDE LATERAL STABILITY IN THE EVENT OF AN EARTHQUAKE. 7. BRACING, STRUTS, HANGERS AND CONNECTIONS SHALL BE DESIGNED IN CON- FORMANCE WITH SECTION 1632 OF THE CALIFORNIA BUILDING CODE. STRUCTUR CALCULATIONS AND SEISMIC RESTRAINT DETAILS SHALL BE STAMPED AND I R PRIOR TO INS CTION. 8. FIRE SPRINKLERS PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR AND APPROVAL. SEPARATE PERMIT SHALL BE OBTAINED FROM THE BUILDING SAFETY DIVISION OF THE CITY OF RIVERSIDE FOR THE FIRE - SPRINKLER. S ON o O 9. SIGNS RFnLIIRE SEPARATE PLAN CHECK AND SEPARATE PERMIT SHALL BE REQUIRED. 10. SEPARATE APPLICATION, PLAN CHECK AND PERMIT IS REQUIRED FOR:` FIRE SPRINKLER SYSTEMS ELECTRICAL WORK M WORK MECHANICAL WOR PLU MBING WORK DEMOLITION WORK WAWA, WAY: IhTiL ._ iliff "# 11111.4 KITCHEN EQUIPMENT ffi' OUTDOOR TABLE/CHAIR/UMBRELLAS (SEPARATE PERMIT) EXTERIOR SIGN (SEPARATE PERMIT) MENU BOARDS INTERIOR WALL GRAPHICS NEW A.C. UNIT SUSPENSION AND MOUNTING SYSTEMS WIRING AND CONNECTIONS DUCTWORK DAMPERS AND GRILLES THERMOSTATS AND CONTROLS �• T� BUILDING DIVISION CONTROL WIRE (LOW VOLTAGE) TOILET EXHAUST FAN SEPARATE PERMIT REQUIRED FOR: gE c NI Plumbing C Gas Piping City of Tukwila DIVISION BUILDING DIVISION EXISTING WATER SERVICE TO SPACE 1 EXISTING GAS SERVICE TO SPACE FINAL CONNECTIONS VICINITY MAP HVAC CONNECTIONS GAS PIPING A/C .....£,......»SL rY '.: y ....... '. '({,C $. ..,..., , i )S s ; " , rte " 2n .; . .i :�i � r. "yam. k I � 'ft - ,• G .4: ! �; I� � �. ww ;� r "' � ' � REVISIONS the @ f No,10 of W i1dm9 Oiv tS�on Tulcwi sui . Revisior►s y w ill require a +1ew f �ECEI�E M AR 07 200$ PE RMIT CE NTE WATER HEATER � � �: eat } ; w; � � s�T " _ - -- - PLUMBING FIXTURES F � . y r r� � � � k � :���r:� n y �:A ,�� , ( �..,�...� -,,,x � I r F s �,h '� 3 . d � ;�W���� � �� ��� � �--- q,.. � k �.,.•• I EXIST G ELECTRICAL CONDUIT TO FUTURE METER LOCATION _t ' '. : .ls ' ; w ' ' ? ?w i >; ,F f .� 1 ? p q i : ± NEW ELECTRICAL AND TELEPHONE PANELS • , YS <r4�� ' �G° y , ' 9g F ' $� EQUIPMENT ROUGH -IN AND FINISH LIGHT FIXTURES, MOUNTING ACCESSORIES AND LAMPS ' �, > � FA`s .., - � "3" ="' � R . t '"" _ i� »` �f�� yam: ; -" ° PwAi k 'uthicentit � , '••'w's i ' •i ; , • ,s' S rv'�'{..SL eitt £ i, � f a c ... ^ -,' 3 f�sy .�5`4 i# ctsmf P 'i"."T! $ €' 1 „.,., tl .'`C' ' tiF. : • ". ' '1.6-.4. 3 '`�^.T ' *:n a!' MUSIC SYSTEM SPEAKERS S STEM AND SP AKERS rv'S' l l: ,, sty w.k - " a' -- ... „. _ g" " EXIT /EMERGENCY LIGHT SYSTEM °���`r =� �s � .. .. ' , I��y� -� "tT ••�� � ���� �. •:� ` � ` • � �. ;,w. � �3 ; "" sf ALARM SYSTEM f«6 �s v �, ; _.... µ' f ; ' ¢� � � � w _ - ° �I % ' _ m � P. 0.S. CONDUIT CO DU _ ... � _._..._.__., ; � '' _ rWit z � - � � � � � w ... °' -- -- -, - --- -- -- P Q.S. EQUIPMENT INSTALLATION AND CABLE PULLS x" £ • �, __,.' ", j. ..".. ' . ; • - w �, 1 � � � g ; . v N � y ak :�a ¢ � ,, , S $o • V V� Es t Me = F'w.sz3x1 . y & ,'r° �.'t ,£ 4%.4 <4,0 r- f,3 wN.. { tt .. . ..., € 5 ry .. I ISSUED FOR PLAN CHECK 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR PERMIT -�._ -� ISSUED FOR - -- - -^ CONSTRUCT ION -- - ISSUED FOR: 31da DRAWN BY: - KENN BUTTS A.Q.A. r ilk. REVIEWE❑ BY: - Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 MAR 4 2008 REGISTERED ARCH ECT 1130-60--1.01 t ` 3 405 �` KENNETH L BUTTS STATE OF WASHINGTON REVISION 1 ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT -�._ -� ISSUED FOR - -- - -^ CONSTRUCT ION -- - ISSUED FOR: 31da DRAWN BY: - CHECKED BY: - REVIEWE❑ BY: - aaaaaa HEALTH DEPARTMENT SUBMITTAL 1PERLIMINARY SUBMITTAL n PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL n JOB NUMBER: 07936 << 3nssl 3140 1130-60--1.01 02 -11 -08 03 -06 -081 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT -�._ -� ISSUED FOR - -- - -^ CONSTRUCT ION -- - ISSUED FOR: DESIGNED BY - DRAWN BY: - CHECKED BY: - REVIEWE❑ BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: ID- 100.DWG SHEET TITLE: SHEET INDEX SCALE: AS NOTED : SHEET NUMBER: ID 100 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 3IVO REVIEWED BY: - DATE: 01.09.2008 JOB NUMBER: 07936 FILE #: ID- 1 00.DWG SHEET TITLE: SHEET INDEX SCALE: AS NOTED SHEET NUMBER: ID-100 «aaaaaaaa ISSUE HEALTH DEPARTMENT SUBMITTAL JIVU I 1 01 -09 -08 I SSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 01.09.2008 JOB NUMBER: 07936 FILE #: ID- 1 00.DWG SHEET TITLE: SHEET INDEX SCALE: AS NOTED SHEET NUMBER: ID-100 ROOM NAMES ROOM NAME BUILDING DEPARTMENT NOTES "MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS III 2. INSULATION, PIPING, WIRING, ETC. SHALL HAVE A MINIMUM FLAME SPREAD CLASS PER SECTION 707. 3. INTERIOR FINISHES SHALL COMPLY WITH THE REQUIREMENTS OF CBC, CHAPTER 8. 4. NPDES REQUIREMENTS: A. EROSION AND SEDIMENT CONTROL SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND B. CONSTRUCTION MATERIALS CONTROL CONSTRUCTION- RELATED MATERIALS, WASTE, SPILLS OR RESIDUES SHALL BE RETAINED ON SITE TO MINIMIZE TRANS- PORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJOINING PROPERTIES BY WIND OR RUNOFF. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE UNLESS TREATED TO REMOVE SEDIMENTS AND POLLUTANTS. 5. THE GENERAL CONTRACTOR SHALL HIRE A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA TO DESIGN SEISMIC RESTRAINTS FOR THE FOLLOWING. ALSO REFER TO LEGEND & ABBREVIATIONS ON CIVIL, SITE, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS pla 1110 xx A \A \A JJ A -000 LEGEND & ABBREVIATIONS EARTH GRADE ROOM NUMBER DOOR NUMBER INTERIOR FINISHES ITEMS SUPPLIED BY OWNER EXTERIOR MATERIAL / FINISH EXTERIOR COLOR INTERIOR ELEVATION DETAIL NUMBER SHEET NUMBER WALL SECTION NUMBER SHEET NUMBER BLDG. SECTION NUMBER SHEET NUMBER REVISION SYMBOL ELEVATION /DATUM MARK A. MECHANICAL DUCTWORK AND ROOF MOUNTED MECHANICAL EQUIPMENT. B. PIPING AND/ OR SPRINKLERS. C. ELECTRICAL CABLE TRAYS (AND /OR) CONDUIT RUNS. SEISMIC RESTRAINTS SHALL BE DEFINED AS BRACING, STRUTS, HANGERS, AND CONNEC- TORS BETWEEN THE ABOVE ITEMS AND THE PRIMARY STRUCTURE AS REQUIRED TO PROVIDE LATERAL STABILITY IN THE EVENT OF AN EARTHQUAKE. 7. BRACING, STRUTS, HANGERS AND CONNECTIONS SHALL BE DESIGNED IN CON- FORMANCE WITH SECTION 1632 OF THE CALIFORNIA BUILDING CODE. STRUCTURAL CALCULATIONS AND SEISMIC RESTRAINT DETAILS SHALL BE STAMPED AND PROVIDED TO THE BUILDING INSPECTOR PRIOR TO INSPECTION. 8. FIRE SPRINKLERS PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. SEPARATE PERMIT SHALL BE OBTAINED FROM THE BUILDING AND SAFETY DIVISION OF THE CITY OF RIVERSIDE FOR THE FIRE - SPRINKLER. 9. SIGNS REQUIRE SEPARATE PLAN CHECK AND SEPARATE PERMIT SHALL BE REQUIRED. 10. SEPARATE APPLICATION, PLAN CHECK AND PERMIT IS REQUIRED FOR: FIRE SPRINKLER SYSTEMS ELECTRICAL WORK MECHANICAL WORK PLUMBING WORK DEMOLITION WORK CONSTRUCTION SCHEDULE NOTE: SEE EQUIPMENT SCHEDULE FOR DIVISION OF EQUIPMENT ORDER, SUPPLY AND INSTALLATION RESPONSIBILITY 0 i o o Iz 0 00 CC I— LLJ z ¢ m w CD z CD ) CD CO J 0 2600 SOUTHCENTER MALL FOOD COURT SPACE # FC -2 TUKWILA. WASHINGTON 98188 SAWCUT SLAB FOR NEW IN -FLOOR PLUMB'G FIXTRS. REPAIR LEVEL AND SLOPE FOR FINISHES & TRANSITIONS REMOVE EXISTING INTERIOR WALLS AND FINISHES IF ANY CARPET CUSTOMER AREA CERAMIC TILE, BASE AND GROUT QUARRY TILE, BASE AND GROUT FRAMING U.L. PENETRATION CAULKING AT RATED ASSEMBLIES INSTALL GYPSUM BOARD ON EXISTING WALLS (GYPSUM BOARD BY TENANT) FRAMING, PLYWOOD AND GYPSUM BOARD F.R.P. PANELS, WAINSCOT AND TILE WALL PAINTING OR STAINING GYPSUM BOARD CEILING AND SOFFIT LAY-IN CEILING WITH SUSPENSION SYSTEM DOORS, FRAMES AND HARDWARE MENU BOARD SOFFIT NEW CACTUS DOOR HANDLE ON EXISTING ENTRY DOOR NEW CANVAS AWNING PATCH AND REPAIR EXISTING FINISH TO MATCH EXISTING MILLWORK STAINLESS STEEL COUNTERS FURNITURE KITCHEN EQUIPMENT OUTDOOR TABLE /CHAIR /UMBRELLAS (SEPARATE PERMIT) EXTERIOR SIGN (SEPARATE PERMIT) MENU BOARDS INTERIOR WALL GRAPHICS NEW A.C. UNIT, SUSPENSION AND MOUNTING SYSTEMS WIRING AND CONNECTIONS DUCTWORK, DAMPERS AND GRILLES THERMOSTATS AND CONTROLS CONTROL WIRE (LOW VOLTAGE) TOILET EXHAUST FAN EXISTING WATER SERVICE TO SPACE EXISTING GAS SERVICE TO SPACE FINAL CONNECTIONS HVAC CONNECTIONS GAS PIPING A/C WATER HEATER PLUMBING FIXTURES EXIST'G ELECTRICAL CONDUIT TO FUTURE METER LOCATION NEW ELECTRICAL AND TELEPHONE PANELS EQUIPMENT ROUGH -IN AND FINISH LIGHT FIXTURES, MOUNTING ACCESSORIES AND LAMPS MUSIC SYSTEM AND SPEAKERS EXIT /EMERGENCY LIGHT SYSTEM ALARM SYSTEM P.O.S. CONDUIT P.O.S. EQUIPMENT INSTALLATION AND CABLE PULLS z U_ m z D z o : w 00> cn z LL LEGAL INFORMATION OWNER: NUMBER OF STORIES: TENANT IMPROVEMENT: PARKING PROVIDED: BUILDING ADDRESS: 2600 SOUTHCENTER MALL TUKWILA, WA 98188 LEGAL JURISDICTION: TUKWILA, WA BUILDING CODES: CRISCAT GROUP INC. 14724 VENTURA BL. SUITE 1205 SHERMAN OAKS, CA. 91403 CONTACT: ROBERT AZINIAN PHONE: 818.808.4424 FAX: - 2006 IBC W/ WASHINGTON AMENDMENTS, 2006 IMC W/ WASHINGTON AMENDMENTS, 2006 UPC W/ WASHINGTON AMENDMENTS, 2006 IFC W/ WASHINGTON AMENDMENTS, 2006 WASHINGTON STATE ENERGY CODE, 2006 NATIONAL ELECTRICAL CODE, 3 881 SQ. FT. EXISTING CONSULTANT INFORMATION ARCHITECT: R.S. HERMAN ARCHITECTS, INC. CONTACT: RICHARD HERMAN 6009 MELROSE AVE. LOS ANGELES, CA. 90038 PH. (323)465 -7066 FAX (323) 465 -8066 MEP ENGINEERS: HI -TECH ENGINEERS CONTACT: MAJID KIMIAGAR 1431 OCEAN AVENUE SUITE 800 SANTA MONICA, CA. 90401 PH. (301) 576 -1553 FAX (301) 576 -1569 KITCHEN CONSULTANT: MICHAEL BLACKMAN AND ASSOCIATES, INC. CONTACT: RICK ROSE 12521 BROADWAY AVENUE SANTA MONICA, CA. 90404 PH. (512) 343 -3100 VICINITY MAP s xt " 1<i�rf3illlf9C11 / $a. r 51 Sla '• Lys Str €na Ma y 1 I `' i r . ~.lwHHgi bier h j�gsaaui,� GENERAL INFORMATION DESCRIPTION AND WORK SCOPE: 881 SQ. FT. TENANT IMPROVEMENT BUILDING CODE ANALYSIS: BUILDING CLASSIFICATION: OCCUPANCY GROUP: B /A -2 OCCUPANCY SEPARATIONS: TYPE OF CONSTRUCTION: FLOOR AREA BASIC AREA OCCUPANCY LOAD KITCHEN FOR ADJACENT FOOD COURT NONE (AREA IS LESS THAN TYPE I SPRINKLERED 881 SQ. FT. B OCCUPANCY -- 800/200 4 KITCHEN AREA B OCCUPANCY -- 8 FIXED SEAT CUSTOMER AREA TOTAL OCCUPANT LOAD 12 OCCUPANTS TOTAL NUMBER OF FIXED SEATS 6 SEATS ID -100 A -100 A -101 A -102 A -103 A -104 A-105 A-412 A -413 A -500 A -501 A -700 A -701 P0.1 P0.2 P0.3 P1.1 M0.1 M0.2 M0.3 M0.4 M0.5 M1.1 E -1.0 E -2.0 E -3.0 E -4.0 F- 0 F -1 F -2 F -3 FD FN SHEET INDEX (TOTAL OF SHEETS) INDEX SHEET SITE PLAN OVERALL FLOOR PLAN FLOOR PLAN ENLARGED MILLWORK PLAN REFLECTED CEILING PLAN FLOOR FINISH PLAN INTERIOR ELEVATIONS INTERIOR ELEVATIONS FINISH SCHEDULE DOOR SCHEDULE & WALL TYPES CEILING DETAILS DETAILS & MILLWORK DETAILS PLUMBING PLUMBING SYMBOLS AND ABBREVIATIONS PLUMBING SCHEDULES PLUMBING RISER DIAGRAMS PLUMBING FLOOR PLAN MECHANICAL HVAC SYMBOLS, NOTES AND ABREVIATIONS HVAC EQUIPMENT SCHEDULE HVAC DETAILS HVAC DETAILS TITLE 24 COMPLIANCE FORMS HVAC FLOOR AND ROOF PLAN ELECTRICAL GENERAL NOTES, SINGLE LINE DIAGRAM, LEGEND FIXTURE SCHEDULE, PANEL SCHEDULE AND LIGHTING CONTROLS DETAIL ELECTRICAL POWER PLAN ELECTRICAL LIGHTING AND ROOF PLAN KITCHEN ENVIROMENTAL GENERAL NOTES EQUIPMENT PLAN EQUIPMENT ELECTRICAL AND PLUMBING PLAN REFLECTIVE CEILING AND BUILDING CONDITION PLAN EQUIPMENT DETAILS & SECTIONS EQUIPMENT NOTES cr) ' gu 4i174 " MAR 1 32 IrI N 0 LL KENN BUTTS A.I.A. Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 A 1 PENING INSPECTION BYO r COUNTY HEALTH DEPARThe r R TO OPERATION &AIL., REQUIRED, URIN G THAT II ~ PECTION. 1 - 77 -7, CONTRACTOR FURNISHINGS STOREFRONT LANDLORD ELECTRICAL REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: - DATE: 03.06.2008 KENN BUTTS A.I.A. Butts ROAD CA. 91307 999 4272 999 4321 FILE #: A- 100.DWG SHEET TITLE: SHEET INDEX SCALE: AS NOTED Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) 34o5 REGISTERED ARGIIIT .T L_ vsns STATE OF W AR O 6 2008 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 100.DWG SHEET TITLE: SHEET INDEX SCALE: AS NOTED SHEET NUMBER: A =100 aaaaaaaa 3f1SSI HEALTH DEPARTMENT SUBMITTAL I I PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL. 31Va BO-60-1.01 80- I. L -zol 80 -90 -201 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 100.DWG SHEET TITLE: SHEET INDEX SCALE: AS NOTED SHEET NUMBER: A =100 SETBACK LI PROPERTY LI 1111111111 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1111111111111111111111 NORDSTROM 3 LEVELS 11111111111 SAS 3 LEVELS at u It II NEW PAD 7500 St . .111111r.' ► [:::,,: - I Illplllllllpl 'I'll" 30' DRIVE (E) OLIVE GARDEN SIGNALIZE JTERSECTI SIGNALIZED INTERSECTION NEW PAD 7500 sf 30' DRIVE .1+ JCPENNEY ■1:7PANSFOR7A FIRESTONE POST OFFICE SIGNALIZED INTERSECTION SI ' NAUZED SECTION SIGNALIZED INTERSECTION v f SIGNALIZED INTERSECTION J 1iL PLAN E: 1 "= 100 -0" (E) TARGET SIGNAUZED INTERSECTION cY/ //Z NORTH 111 mervyns 2 LEVELS 3 LEVELS JCPenney • J 6wwww SIGNAUZED INTERSECTION I SETBACK LINE PROP RTY LINE FIRE DEPARTMENT / BUILDING PLAN REVIEW REQUIREMENTS 1. PROVIDE AND INDICATE ON SITE PLAN, FIRE DEPARTMENT ACCESS OR VEHICULAR TURN- AROUND IN ACCORDANCE WITH SPECIFICATIONS BELOW: PROVIDE A MINIMUM, UNOBSTRUCTED WIDTH OF 26 FEET CLEAR TO SKY, VEHICULAR ACCESS TO WITHIN 150 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS. FIRE CODE 902.2.1. 2. THE REQUIRED FIRE FLOW FOR PUBLIC FIRE HYDRANTS AT THIS LOCATION IS 2,000 GALLONS PER MINUTE AT 20 psi FOR A DURATION OF 2 HOURS OVER AND ABOVE MAXIMUM DAILY DOMESTIC DEMAND. 3. ALL HYDRANTS SHALL MEASURE 6"x 4 "x 2" BRASS OR BRONZE, CONFORMING TO CURRENT AWAA STANDARD C503, OR APPROVED EQUAL. HYDRANTS SHALL BE INSTALLED PER SPECIFICATION OF THE LOS ANGELES COUNTY WATER ORDINANCE NO. 7834 (TITLE 20) UTILITY MANUAL, SECTION 4.0 TO 4.6. 4. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. 5. PROVIDE AN APPROVED FIRE SPRINKLER SYSTEM. SUBMIT PLANS FOR APPROVAL PRIOR TO INSTALLATION. FIRE CODE 103.2.1.1. REASON: AS SHOWN ON PLANS. 6. THE FIRE SPRINKLER SYSTEM SHALL BE CALCULATED PER PAMPHLET #13, #13D, #231 OR #231C, WHICHEVER IS APPLICABLE. 7. THE FIRE SPRINKLER SYSTEM SHALL BE SUPERVISED AS REQUIRED IN THE BUILDING CODE, 904.3.1.1. 8. PLANS SHOWING UNDERGROUND PIPING OF ON -SITE HYDRANTS, SPRINKLER SYSTEMS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION. 9. ON -SITE PROTECTION FACILITIES (i.e., HYDRANTS, SPRINKLER SYSTEMS, ETC.) SHALL BE SUBMITTED FOR APPROVAL PRIOR TO OCCUPANCY. 10. THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE HYDRANTS AND /OR SPRINKLER SYSTEM SHALL BE WITNESSED BY THE FIRE DEPARTMENT REPRESENTATIVE AND NO UNDERGROUND PIPING SHALL BE COVERED WITH EARTH OR HIDDEN FROM VIEW UNTIL THE FIRE DEPARTMENT REPRESENTATIVE HAS BEEN NOTIFIED AND GIVEN NO LESS THAN 48 HOURS IN WHICH TO INSPECT SUCH INSTALLATION. COMPLY WITH THE FOLLOWING ITEMS: A. ON -SITE PLAN: SHOW ALL EXISTING FIRE HYDRANT(S) WITHIN 300/600 FEET OF ALL PROPERTY LINES AND CALL OUT HYDRANT SIZE AND DIMENSION TO PROPERTY LINES. NOTE: ADDITIONAL FIRE HYDRANT REQUIREMENTS MAY BE MADE AFTER THIS INFORMATION IS SUPPLIED. B. ON -SITE PLAN: INDICATE OCCUPANCY, TYPE OF CONSTRUCTION AND PROVIDE THE CENTER LINE DISTANCE FROM NEAREST CROSS STREET TO PROPERTY LINE. (PROVIDE ACCURATE DIMENSIONS) 11. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. TITLE 24, 1004.3 (INDICATE IN DOOR SCHEDULE AND NOTE ON SITEPLAN) WIDTH AND HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH TITLE 24, 1004.6 (INDICATE IN DOOR SCHEDULE AND NOTE ON SITE PLAN) 12. PROVIDE ALL EXIT SIGNS PER TITLE 24, 1003.2.8.1. 13. FIELD INSPECTION SHALL DETERMINE FIRE EXTINGUISHER REQUIREMENTS. FIRE CODE 1002. 14. BUILDING ADDRESS NUMBERS TO BE PROVIDED ON THE FRONT OF ALL BUILDINGS AND SHALL BE VISIBLE AND LEGIBLE FROM STREET FRONTING THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. FIRE CODE 901.4.4. 15. COMMERCIAL DUMPSTERS OR CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS OR GREATER SHALL NOT BE STORED OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS AREAS CONTAINING DUMPSTERS ARE PROTECTED BY AN APPROVED SPRINKLER SYSTEM. FIRE CODE 1103.2.2. 16. POST NO PARKING FIRE LANE" SIGNS ALONG VEHICULAR ACCESS ROADS. FIRE CODE 901.4.2 (INCORPORATE SIGN SPECIFICATIONS INTO BLUEPRINTS) 17. PROVIDE A APPROVED FIXED FIRE EXTINGUISHER SYSTEM FOR THE KITCHEN HOOD, DUCTS AND COOKING SURFACES. INDICATE U.L. APPROVAL, SYSTEM NUMBER, AND SUBMIT U.L. APPROVED SCHEMATIC DRAWING TO AREA INSPECTION UNIT. FIRE CODE 1006.2. 18. RESUBMIT 3 COMPLETE SETS OF DRAWINGS AND 4 ADDITIONAL SITE PLANS. ALL NOTES MARKED "NOT SHOWN" SHALL BE PLACED ON THE SITE PLAN. CORRECT TITLE SHEET FOR BUILDING DATA. SPECIAL BUILDING AND GROUP A OCCUPANCIES REQUIREMENTS 1. PROVIDE APPROVED PANIC HARDWARE ON REQUIRED EXIT DOORS. TITLE 24, SECTIONS 1016.4 AND 1004.4. 2. PROVIDE AN APPROVED FIXED FIRE EXTINGUISHER SYSTEM FOR THE KITCHEN HOOD, DUCTS AND COOKING SURFACES, INDICATE U.L. APPROVAL, SYSTEM NUMBER, AND SUBMIT U.L. APPROVED SCHEMATIC DRAWING TO AREA INSPECTION UNIT, FIRE CODE SECTION 1006.2. 3. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL TO COMPLY WITH FIRE CODE SECTION 1103.3.3. (INDICATE ON PLANS AND NOTE ON SITE PLAN) 4. THE MAIN EXIT SHALL COMPLY WITH TITLE 24, SECTION 1016.1. (NOTE AND INDICATE ON FLOOR PLAN AND NOTE ON SITE PLAN) 5. COMPLY WITH POSTING OF ROOM CAPACITY. FIRE CODE 2501.1, TITLE 24, SECTION 1002.3. (SUBJECT TO FIELD INSPECTION APPROVAL) 6. THE MAXIMUM OCCUPANT LOAD FOR AN ASSEMBLY USE SHALL NOT EXCEED THE OCCUPANT LOAD AS DETERMINED IN ACCORDANCE WITH TITLE 24, SECTION 1002.2, TABLE 10A. (NOTE ON SITE PLAN AND INCORPORATE CALCULATIONS ON PLANS) ACCESSIBLE ROUTE OF TRAVEL REQUIREMENTS A. COMPLY WITH LATEST EDITION OF THE AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (TITLE 24) AND LOCAL CODES AND ORDINANCES. B. MOUNT HAND ACTIVATED DOOR OPENING HARDWARE 30" TO 44" ABOVE THE FLOOR. IT SHALL BE OPENABLE WITH A SINGLE EFFORT BY LEVER TYPE OR EQUIVALENT HARDWARE. C. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. D. REQUIRED EXIT DOORWAYS, SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90 DEG. TO THE CLOSED POSITION. 1117B.5 AND A.D.A. REQUIREMENTS. SEE INTERIOR ELEVATIONS ON SHT A -411 AND 412. E. MAXIMUM HEIGHT OF THRESHOLD SHALL BE 1/2 ". MAX. VERTICAL CHANGE AT EDGE SHALL BE 1/4" WITH A MAX. BEVEL OF 45 DEG. F. PROVIDE A 12" EQUILATERAL TRIANGLE (VERTEX POINTING UP) FOR MEN'S FACILITIES AND A 12" DIA. CIRCLE FOR WOMEN'S FACILITIES. THESE SYMBOLS BE OF CONTRASTING COLOR, 1/4" THICK, CONTAIN INTEGRAL BRAILLE SYMBOLS, AND MOUNTED PER C.B.0 SECTION 1117B.5 G. COMPLY WITH EXIT DOORWAYS' WIDTH AND HEIGHT REQUIREMENTS PER C.B.C. SECT. 1003.1.3 H. PROVIDE ONE WHEELCHAIR SEATING SPACE FOR EACH 20 SEATS WITH A MINIMUM OF ONE SPACE. J. DISABLED SITE ACCESS, PARKING, ETC. IS PROVIDED IN ACCORDANCE WITH A.D.A.A.G. AND ALL OTHER APPLICABLE CODES. K. PROVIDE ACCESSIBLE ROUTE OF TRAVEL,NOT TO EXCEED 4.5 %, TO SIDEWALK ALONG RIGHT -OF -WAY OR TO PUBLIC TRANSPORTATION WHERE SIDEWALK OR TRANSPORTATION IS EXISTING OR PLANNED. DO NOT PROVIDE ACCESSIBLE ROUTE OF TRAVEL WHERE SIDEWALK IS NOT EXISTING OR CURRENTLY PLANNED. SEE PLAN FOR PUBLIC ACCESSIBLE ROUTE OF TRAVEL, SHOWN SHADED. L. CONCRETE WALKS SHALL BE 48" CLEAR, AND UNENCUMBERED BY LIGHT POLES, SIGNS, ETC. MAINTAIN MAX. CROSS SLOPE OF 1.5 %. M. A LEVEL LANDING OF 5' X 5' MIN., AND NOT TO EXCEED 1.5% SLOPE IN ANY DIRECTION IS REQUIRED IN FRONT OF ALL DOORS. N. LOCATE ACCESSIBLE RAMP AS CLOSE TO ENTRANCE DOORS AS POSSIBLE, PROVIDED THAT PROPER CLEARANCE AND LEVEL LANDINGS ARE MAINTAINED. P. ACCESSIBLE STALL SIZE SHALL BE A MINIMUM OF 9 FEET WIDE AND 18 FEET DEEP WITH AN ADJACENT 8 FEET WIDE ACCESS AISLE ON THE PASSENGER SIDE, OR AS REQUIRED BY LOCAL CODE. Q. PROVIDE ACCESSIBLE SIGNAGE PER A.D.A.A.G. REQUIREMENTS. R. FOR HANDICAP ACCESS, PROVIDE IN -LINE RAMPS WHEN POSSIBLE, SLOPING PARALLEL TO CURB AT 7% TO 7.5% EQUALLY ACCEPTABLE ARE SLOPED WALKS AT 4.5% OR LESS. HOWEVER, RAMPS WITH SLOPES OF 5% TO 6.5% MUST BE GROOVED ACROSS ENTIRE SURFACE, AND SO ARE NOT PREFERRED. S. LOCATE GREASE TRAP IN PARKING AREAS RATHER THAN IN DRIVE AISLE, BUT NEVER IN HANDICAP PARKING AREAS OR ROUTE OF TRAVEL. DO NOT LOCATE UTILITY PENETRATIONS ON HANDICAP PARKING STALLS OR ACCESSIBLE ROUTE OF TRAVEL. T. WHEN CURB AND GUTTER ARE INTERSECTED BY ACCESSIBLE ROUTE OF TRAVEL, PROVIDE FLARED GUTTER AT A MAX. 5% SLOPE. DRAINAGE SWALE SHALL BE FLARED TO ACHIEVE MAX. SLOPE OF 5% WHEN SWALE IS INTERSECTED BY ACCESSIBLE ROUTE OF TRAVEL. U. PROVIDE LEVEL LANDING AT BASE OF RAMP. MAINTAIN MAX. 1.5% CROSS SLOPE IN ANY DIRECTION. V. ACCESSIBLE PARKING AREA SHALL NOT EXCEED 1.5% SLOPE IN ANY DIRECTION. W. DESIGNATED ACCESSIBLE ROUTE OF TRAVEL SHALL HAVE A MAX. CROSS SLOPE OF 1.5%. X. DISABLED ENTRANCE SIGNS SHALL BE LOCATED AT EACH PARKING LOT ENTRANCE AND INCLUDE "TOWED VEHICLES MAY BE RECLAIMED AT TUKWILA COUNTY SHERIFF OR BY TELEPHONING ( ) - . LETTERS AND NUMBERS SHALL BE PERMANENT AND MEASURE A MINIMUM HEIGHT OF ONE INCH (1"). SITE PLAN KEY NOTES _ REVIEWED MPII�►NCE CODE Co APPROVE MAR 1 7 2008 City Of Tr irmla D . xoM RECEIVED MAR 0 7 2008 PERMIT CENTER LEGEND ACCESIBLE ROUTE OF TRAVEL FRE DEPARTMENT REQUIREMENTS ACCESSIBILITY NOTES FLOOR PLAN GENERAL REQUIREMENTS PLANS: SIGNS: MEANS OF EGRESS: 1. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH MINIMUM 6" HIGH BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING ( C.C.R., TITLE 24, PART 2, CHAPTER 1 O 1. PROVIDE BUILDING ADDRESS AT OR NEAR THE ENTRANCE OF THE BUILDING. BACKGROUND. SPACING BETWEEN SIGNS SHALL NOT EXCEED 100 FEET. INDICATE LOCATION OF EXIT SIGNS ON ARCHITECTURAL ` ) 2. MAXIMUM ANT LOAD FOR THIS ASSEMBLY OCCUPANCY IS: PLANS. C.C.R. TITLE 24, PART 2, CHAPTER 10) 1. MEANS OF EGRESS MUST HAVE CONTINUOUS, UNOBSTRUCTED, AND UNDIMINISHED PATH TO A PUBLIC WAY DINING AREA 91 PERSONS. FINAL APPROVAL OF THE OCCUPANT LOAD IS CONTINGENT UPON FIELD INSPECTION AND 2. AN EXIT WALKWAY WITH A MINIMUM WIDTH OF 48" SHALL BE MAINTAINED CONTINUOUSLY TO A PUBLIC WAY OBTAINING A RE PERMIT TO OPERATE THAT PORTION OF THE PREMISES AS AN ASSEMBLY OCCUPANCY 2 PROVIDE APPROVED LOW -LEVEL EXIT SIGNS IN ALL INTERIOR EXIT CORRIDORS. (TITLE 24, PART 2, CHAPTER 10) 3. INDICATE WIDTH AND LOCATION OF AISLES AND CROSS - AISLES AND SEATING ARRANGEMENT ON PLANS FOR DINING AREA. 3. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE 3. EXIT PATHS OR WALKWAYS TO PUBLIC WAY SHALL BE CLEARLY DELINEATED. EXIT PATHS MAY BE DELINEATED BY COMPLY WITH TITLE 19, C.C.R.; (USE 1/4 ° =1' -0" SCALE) PAINTED LINES, RAIUNGS, BARRIER POSTS, WALKS OR OTHER APPROVED MEANS. SEATING SHALL FIRE PROTECTION EQUIPMENT: ►R DIVISION 5 PERMIT FOR THE INSTALLATION OF A HOOD IN TRIPLICATE FOR APPROVAL TO THE 4. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY 1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO HAZARDOUS AREA OR GROUP H OCCUPANCY ENVIRONMENTAL UNIT (ENGINEERING), BUREAU OF FIRE PREVENTION AND PUBUC SAFETY ALL PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING CONSTRUCTION 5. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE CONSTRUCTION AND FIRE SEPARATIONS: " " OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE AN APPROVED TYPE 2. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A K RATING FOR KITCHEN. 24, PART 2 CHAPTERS 3, 5, 6, & 7) 3. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A1OBC FOR ELECTRICAL ROOM, MECHANICAL 6. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS HANDLING AN OCCUPANT CAPACITY OF 50 OR MORE PERSONS, 1. BUILDINGS HOUSING GROUP A AND E OCCUPANCIES SHALL FRONT DIRECTLY ON OR DISCHARGE TO A PUBLIC STREET NOT FROM ANY GROUP A, E, OR I OCCUPANCY; AND FOR H 1, 2, 3, 6, 7, 8 OCCUPANCY AND SOUND STAGES. ONLY LESS THAN 20 FEET IN WIDTH ROOM, OR PARKING GARAGE. PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHAL SHALL BE INSTALLED PANIC HARDWARE SHALL 4. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR HAVE THE ACTIVATING MEMBER MOUNTED AT A HEIGHT OF NOT LESS THAN 30" NOR MORE THAN 44" ABOVE THE CORRIDORS AND HALLWAYS: FINISHED FLOOR. 24, PART 2) 5. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM, AS NEEDED, TO BE APPROVED BY BUILDING AND SAFETY 1. DEAD-END HALLWAYS, CORRIDORS, PASSAGEWAYS, AND EXIT BALCONIES ARE LIMITED TO 20 FEET IN LENGTH. C.B.0 MECHANICAL PLAN CHECK PRIOR TO INSTALLATION AND FIRE 7. AISLES LEADING TO REQUIRED CORRIDORS AND EXITS SHALL HAVE A MINIMUM WIDTH OF 44 ". SECTIONS 6 & 1005.3.4.6) 6. SUBMIT PLANS FOR DIVISION 5 PERMIT FOR THE INSTALLATION OF A HOOD IN TRIPLICATE FOR APPROVAL TO THE 8. MEANS OF EGRESS SHALL BE ILLUMINATED AT A MINIMUM INTENSITY OF 1 FOOT - CANDLE AT THE FLOOR LEVEL ENVIRONMENTAL UNIT (ENGINEERING), BUREAU OF ARE PREVENTION AND PUBUC SAFETY 9 . MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM. INTERIOR FINISHES AND FLAME RETARDANT: 24, PART 2, CHAPTER 8) FIRE ALARM: 1. INTERIOR WAU_ ID CEIUNG FINISHES SHALL COMPLY WITH TABLE 8B FIRE DEPARTMENT NOTES: 2. EXTEND OR MODIFY FIRE/LIFE SAFETY SYSTEM 1. PLANS FOR ANY AUTOMATIC SPRINKLER SYSTEM (INCLUDING TENANT IMPROVEMENT WORK), HOOD SUPPRESSION SYSTEM 2. INTERIOR WALL ID CEIUNG FINISHES FOR ASSEMBLY DINING AREA SHALL NOT EXCEED A FLAME- SPREAD CLASS 2 AND /OR ALARM SYSTEM, SHALL BE SUBMITTED WITH FEES TO VENTURA COUNTY ARE DEPARTMENT FOR REVIEW AND SPECIAL HAZARDS: APPROVAL PRIOR TO INSTALLATION. 3. IN EVERY GROUP A, E, I, R -1 AND R -2 OCCUPANCIES, ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL INCLUDING CHRISTMAS TREES, THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD 9. PROVIDE DRAFT STOPS IN CONCEALED SPACES AS PER C.C.R., TITLE 24, PART 2, SECTION 708.3 2. PROVIDE SIDEWALL ARE SPRINKLERS ALONG THE EXTERIOR WALL OF THE COVERED PATIO DINING AREA. NOTIFY SPRINKLER SHALL BE MADE FROM A NON FLAMMABLE MATERIAL OR SHALL BE TREATED AND MAINTAINED IN A FLAME RETARDANT CONTRACTOR OF THIS REQUIREMENT. CONDITION BY MEANS OF A FLAME- RETARDANT SOLUTION OR PROCESS APPROVED BY THE STATE FIRE MARSHALL PER 10. CONSPICUOUSLY MARK GAS SHUT -OFF VALVE. (C.C.R., TITLE 19) CALIFORNIA CODE OF REGULATIONS 11TLE 19- DECORATIVE MATERIALS AND THE CALIFORNIA FIRE CODE ARTICLE 11, 3. ADDITIONAL EXIT SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED PRIOR TO THE FINAL INSPECTION FOR OCCUPANCY. A SECTION 1103.3.3. PROVIDE A CALIFORNIA STATE ARE MARSHALL CERTIFICATE OF FLAME RETARDANT FOR ANY PRELIMINARY WALK - THROUGH INSPECTION IS RECOMMENDED. DECORATIVE MATERIALS PRIOR TO FINAL INSPECTIONS. SAMPLES MAY BE REQUIRED TO BE SUBMITTED TO VCFD FOR TESTING AND APPROVAL 4. MAXIMUM OCCUPANT LOAD SIGN SHALL BE POSTED AT DINING AND PATIO. A. COMPLY WITH LATEST EDITION OF THE AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (TITLE 24) AND LOCAL CODES AND ORDINANCES. B. MOUNT HAND ACTIVATED DOOR OPENING HARDWARE 30" TO 44" ABOVE THE FLOOR. IT SHALL BE OPENABLE WITH A SINGLE EFFORT BY LEVER TYPE OR EQUIVALENT HARDWARE. C. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. D. REQUIRED EXIT DOORWAYS, SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90 DEG. TO THE CLOSED POSITION. 1117B.5 AND A.D.A. REQUIREMENTS. SEE INTERIOR ELEVATIONS ON SHT A -411 AND 412. E. MAXIMUM HEIGHT OF THRESHOLD SHALL BE 1/2 ". MAX. VERTICAL CHANGE AT EDGE SHALL BE 1/4" WITH A MAX. BEVEL OF 45 DEG. F. WIDTH AND HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH C.B.C. SECT. 1003.1.3 G. PROVIDE ONE WHEELCHAIR SEATING SPACE FOR EACH 20 SEATS WITH A MINIMUM OF ONE SPACE. 1. DIMENSIONS SHOWN TO FACE OF INTERIOR WALLS ARE FACE OF STUD (F.O.S.), U.O.N. 2. INTERIOR WALLS SHALL BE 3 -5/8" 18 GA. METAL STUDS AT 16" O.C. W/ BATT INSULATION R -11 AND 5/8" WATER RESISTANT TYPE "X" GYPSUM BOARD ON BOTH SIDES U.O.N. 3. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED FOR REINFORCEMENT OF GRAB BARS, RESTROOM FIXTURES, KITCHEN EQUIPMENT AND FIXTURES. PLUMBING LINES, WALL BUMPERS, ETC. SEE INTERIOR ELEVATIONS, SHEET A -411, A -412 & KITCHEN EQUIPMENT ELEVATIONS FOR EQUIPMENT HEIGHTS & LOCATIONS. 4. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF A KEY 5. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED. (2406.4): A. GLAZING WITHIN 48" OF DOORS & 18" FROM FINISHED FLOOR SHALL BE TEMPERED. B. INGRESS AND EGRESS DOORS C. PANELS IN SLIDING OR SWINGING DOORS D. IF WITHIN 2' -0" OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' -0" OF STANDING SURFACE. E. WALLS ENCLOSING STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS HAN 60 INCHES ABOVE A WALKING SURFACE 6. POST OCCUPANCY LOAD SIGN IN CONSPICUOUS PLACE NEAR MAIN EXITS AT 6' -10" A.F.F. PER C.B.C. SECT. 1007.2.6. CAULK AROUND ALL SIDES. SIGN TO READ: "MAXIMUM OCCUPANCY LOAD CAPACITY: DINING AREA 111 PERSONS" 7. FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS II OR HIGHER (FLAME SPREAD INDEX 76 THRU 200 & A SMOKE DENSITY RATING OF 450) 8. DRAPES, CURTAINS & DECORATIVE MATERIAL PROVIDED AND /OR INSTALLED BY THE GENERAL CONTRACTOR SHALL BE MADE FORM NONFLAMMABLE MATERIALS OR TREATED WITH FLAME RETARDANT AS APPROVED BY THE LOCAL ARE MARSHAL 9. PROVIDE PORTABLE ARE EXTINGUISHERS INSTALL PER LOCAL FIRE MARSHAL OCCUPIED, THE MEANS OC O SHALL IS ANY TIME THE BUILDING CLL BE ILLUMINATED AT AN INTENSITY OF OF EGRESS MA 10. NOT LESS THAN 1 BUILDING IS OC AT THE FLOOR LEVEL C.B.C. SECTION 1 ILLUMINATED (REFER TO ELECTRICAL DRAWINGS) 11. PROVIDE EXIT SIGNS FOR EGRESS IDENTIFICATION PER C.B.C. SECTION 1003.2.8. (REFER TO ELECTRICAL DRAWINGS) 12. PROVIDE APPROVED EGRESS ILLUMINATION AND ILLUMINATED EXIT SIGNS C.B.C. SECTION 1003.2.8 AND 1003.2.9 (REFER TO ELECTRICAL DRAWINGS) 13. PROVIDE FIRE BLOCKING AT CONCEALED SPACE OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT CEILING AND FLOOR LEVEL AND AT 1O' -0" INTERVALS BOTH VERTICAL AND HORIZONTAL IN CONCEALED SPACES BETWEEN STAIR STRINGERS, AT THE TOP AND BOTTOM IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT COILING AND FLOOR LEVELS, WITH NON - COMBUSTIBLE MATERIALS 14. PROVIDE DRAFT STOPS IN FLOOR- CEIUNG ASSEMBUES SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQ. FT. AND SO THAT THE HORIZONTAL DIMENSION BETWEEN STOPS DOES NOT EXCEED 60 FEET. DRAFTS STOPS SHALL BE PROVIDED IN ATTIC, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FORM WALLS AND SIMILAR CONCEALED SPACES OF BUILDINGS SO THAT THE AREA BETWEEN DRAFT STOPS DOES NOT EXCEED 3,000 SQ. FT. AND THE GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED 60 FEET. 15. WEATHERSTRIP EXTERIOR DOORS. SEAL EXTERIOR JOINTS AROUND DOOR FRAMES & WINDOWS & AT ALL PENETRATIONS THRU BUILDING ENVELOPE USING SEALANTS & CAULKING. ADDITIONALLY, PROVIDE FOAM INSULATION IN & AROUND WINDOW DOOR FRAMES WHERE METAL MEETS WOOD FRAMING PLUS EXTERIOR WALL OPENINGS/PENETRATIONS. 16. SET FLOOR SINKS, FLOOR HINGES AND FLOOR DRAINS FLUSH WITH FINISH FLOOR UNLESS OTHERWISE NOTED. SET FLOOR SINKS IN ACCORDANCE WITH THE LOCAL GOVERNING AGENCIES. NOTIFY THE ARCHITECT IF FLOOR SINKS ARE REQUIRED TO BE INSTALLED ABOVE FLOOR LEVEL SEE FLOOR PLAN AND SCHEDULE FOR FLOOR MATERIALS. VER 17. VERIFY LOCATION OF FLOOR SINKS AND FLOOR DRAINS WITH F.S.E. DRAWINGS AND PLUMBING DRAWINGS PRIOR TO INSTALLATION. 18. VERIFY LOCATIONS OF EQUIPMENT CURBS, DEPRESSIONS, BLOCK -OUTS AND SPECIAL CONCRETE FINISHES WITH F.S.E. DWGS. 19. CONCRETE SLAB FINISH AT TILE PAVERS AND OTHER SIMILAR FLOORING MATERIALS SHALL RECEIVE A FINE FLOAT FINISH SEE DRAWINGS FOR LOCATIONS. SEE SPECIFICATIONS FOR ANY SPECIAL INSTRUCTIONS. ' 20. REFER TO HOOD DWGS FOR SIZE & LOCATION OF EXHAUST HOOD SAND EXHAUST DUCT SHAFTS. 21. VERIFY GAS METER LOCATION, AND INSTALL APPROVED SEISMIC GAS SHUT OFF VALVE ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER .RIGIDLY CONNECT IT TO THE EXTERIOR OF THE BUILDING CONTAINING THE FUEL GAS PIPING, A SEPARATE PLUMBING PERMIT IS REQUIRED. 22 SLOPE FLOORS IN POT WASH, PREP AND COOKING AREAS TO FLOOR DRAINS. FLOOR DRAINS SHALL BE SET 3 /4 BELOW FINISH ELEVATIONS. 23. ENCLOSED PORTIONS OF GROUP A, B & M OCCUPANCIES SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE TOTAL FLOOR AREA OR SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CU. FT. PER MINUTE OF OUTSIDE AIR PER OCCUPANT IN ALL PORTIONS OF THE BUILDING DURING SUCH TIME AS THE IS OCED. IF THE VELOCITY OF THE AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE C.B.C. BUILDING SEC110 CUPI REGISTERBE PLACED MORE THAN 8 FEET ABOVE SHALL THE FLOOR DIRECTLY BENEATH THE REGISTER. N 120 . FOR WALL TYPTAIL RffER TO SHEET 1 /A -703 EES DE . SURFACE OF FLOORS SHALL BE SUP RESISTANT. WHEN TESTED IN ACCORDANCE WITH ASTM C1028B TEST MANUFACTURER MUST BE SUBMITTED TO THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT THE PRODUCT TO BE INSTALLED MEETS CURRENT INDUSTRY STANDARDS FOR SLIP RESISTANCE. 27. STEEL FABRICATORS SHALL BE CERTIFIED BY THE CITY OF TUKWILA OR ICC. ALL SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE CITY TUKWILA. ISSUED FOR: DESIGNED BY: - DRAWN BY: - - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 101.DWG KENN BUTTS A.I.A. / SHEET NUMBER: A ®101 1<<<<<<<<< Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED � ' �, , K BUTTS ` , MAR 0 6 2008 PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL BOUTIQUE 2160 liva I 80 -60 -101 80- 11 -ZOI 1 03 -06 -08 '! .• 14611111 i ii ii ii � � , - - - ,J:_1111111111 it 11111111111111111 EMI' \!� 23s I 235 ° I1 FOREVER 21 12145 PAYLESS TANNING - - - � ! . Ali iiii ON TO L1 MI. 232 SALON � � WIN , • . RAVE II Ii 11 I 11111m1i1�. ill 1i1 -11a R 1 , , MI. 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STOR. [ STOR. ��±± � 1 I ELEV ?� ' Y � i.`� 3 \ ( 212 ELEV 220 4 STOR. \I 52191 5226 5215 III IIIWII11 I 213 5:F SOUPCON _ -- �r� I S r 5202 STOR STOR • ELEC. p�� 217 I 1JP TO LB � 1 � STOR. :521 STOR. , REVIEWED FOR � E C&LE 1 APPROVED � ��� 11111111111111111 �III 1 � STOR 5220 1 52251 -- p oA i , . 9 `'.`.� . • �\ �����_ O � f � 5203 I , ul 216 1 � \► �� .. � 209 J STOR \I bR STOR,3 T • 222 1 S2211 5222 S224 ! 5213 �I STAIR 5204 KELLY'S CAJUN STOR. I CALIFORNIA UP TO L3 STOR. \L STORAGE CRISP 1 2 18 _ _ IFC 9 I 205 I 2 1 1 215 o 0 0 FC5 \ 0.6 I S207 \■ 15208 \ I DAPHNES SPECIALTY'S CAFE 1 S 1 STORA52 0 J L mI�1 , S209 S210 2 _ TRASH SUBWAY Tukwila BUILDING DIVISION 224 f �� = I , gil 0 5.1....... 1 RECEIVED MAR 07 2008 PERMIT CENTER '` REST MEN'S . r OOM .i - FAMILY ROOM 'tiOMEN'S ROOM 229 11 227 ______________ 11 /'' O NORTH OVERALL FLOOR PLAN 01 SCALE: 1"=30'-0" REVISION Gay's ISSUED FOR BIDDING 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - j Ry REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 101.DWG KENN BUTTS A.I.A. / SHEET NUMBER: A ®101 1<<<<<<<<< Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED ARCHITECT K BUTTS STATE OF WASHINGTON MAR 0 6 2008 REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - j Ry REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 101.DWG SHEET TITLE: OVERALL FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A ®101 1<<<<<<<<< 3f1SSI HEALTH DEPARTMENT SUBMITTAL PERL1MINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL liva I 80 -60 -101 80- 11 -ZOI 1 03 -06 -08 I SSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 101.DWG SHEET TITLE: OVERALL FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A ®101 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: - DRAWN BY: - ANC! REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 102.DWG KENN BUTTS A.I.A. Butts ROAD CA. 91307 999 4272 999 4321 SCALE: AS NOTED SHEET NUMBER: A -102 Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) 3405 REGISTERED ARCHITECT N�N L. BUTTS STATE OF WASHINGTON MA p 6 2008 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - ANC! REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 102.DWG SHEET TITLE: FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A -102 < 3f1SSI HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL] � 31VaI so —s - Lo so- I. G -zo I 1 03-06-08 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 102.DWG SHEET TITLE: FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A -102 1 1 1 1 SERVICE AREA P.O,S. AREA KITCHEN I I MN I MINIM MINE EWE IMMO NEM IMO r 01 NEM OEM MEI MIS EMI SCALE: 1/2"=1'-0" NNE r FLOOR PLAN - SPACE FC -2 20 \ DIel_d]N ]Z]]elJ WALK -IN W COOLER co 104 DRY TO RAG E 102 r) Al ICE MAKER/ 0 OFFICE/ _ . 0 STORAGE A -413 LOCKER 106 i / i / i i WAREWASHING Al NORTH 103 PREP AREA 100 105 Al RFCE VED MAR 0 7 2000 PERMIT CENTER CONSTRUCTION GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND ORDINANCES OF AGENCIES HAVING JURISDICTION OVER THIS PROJECT. 2. ALL BUILDING FACIUIIES AND CONDITIONS, BOTH INTERIOR AND EXTERIOR, SHALL BE COMPLIANT WITH THE AMERICANS WITH DISABILITIES ACT (A.D.A.) FOR ALTERATIONS, FACTORY MUTUAL STANDARDS, UNDERWRITERS LABS, AND ALL FEDERAL, STATE AND LOCAL CODES. 3. ESTABLISH AND MAINTAIN PROJECT SAFETY DURING CONSTRUCTION TO PROTECT PERSONNEL, TENANTS AND BUILDING OCCUPANTS. REQUIREMENTS INCLUDE, BUT SHALL NOT BE UMITED TO O.S.H.A PART 1926 LATEST EDITION. 4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. IF CONFLICT OCCURS, CONTACT RS HERMAN ARCHITECTS. 5. GENERAL CONTRACTORS SHALL FIELD VERIFY ALL MEASUREMENTS, LOCATIONS AND CHARACTERISTIC OF ALL WORK AND EQUIPMENT (WHETHER SUPPLIED BY THE OWNER OR OTHERS) WITH THE SUPPLIER OR MANUFACTURER PRIOR TO THE START OF RELATED WORK. 6. ANY VARIATION FROM INDICATED DIMENSIONS OR CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF RS HERMAN ARCHITECTS. THE WORK IN THE PROBLEM AREA SHALL NOT PROCEED UNTIL APPROVAL BY RS HERMAN. 7. NO CHANGES TO BE MADE WITHOUT APPROVAL OF OWNER OR RS HERMAN ARCHITECTS. 8. ALL DOOR HARDWARE SETS SHALL BE CODED AND /OR KEYED IN ACCORDANCE WITH BUILDING REQUIREMENTS. CODES AND /OR KEYS ARE TO BE DELIVERED TO TENANT, PROPERLY TESTED AND /OR TAGGED. THE QUANTITY OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH BUILDING MANAGEMENT. 9. PROVIDE BRACING, BLOCKING AND /OR STRUCTURE AS REQUIRED TO FACILITATE INSTALLATION OF ALL WALL AND MILLWORK MOUNTED EQUIPMENT, IN NEW AND EXISTING WALLS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUPPORT REQUIRED TO MAINTAIN THE INTEGRITY OF THE WALL AND THE SECURITY OF THE EQUIPMENT. 10. ALL WOOD BLOCKING SHALL BE FIRE RETARD ANT TREATED. PROVIDE WOOD BLOCKING IN ALL STUD WALLS AT MILLWORK AND SPECIAL ITEM ANCHORING POINTS. WOOD BLOCKING SHALL BE MOISTURE TREATED IF LOCATED IN DAMP LOCATIONS OR ADJACENT TO CONCRETE OR MASONRY CONSTRUCTION. IF WOOD BLOCKING IS NOT PERMITTED BY CODE, THEN METAL STRIPS SHALL BE USED. 11. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR FIELD DIMENSIONS OF ALL MILLWORK, GLASS, DOOR OPENINGS AND OTHER STRUCTURES PRIOR TO COMMENCEMENT OF FABRICATION. 12. ALL WORK SHALL CONFORM IN QUALITY TO ACCEPTED INDUSTRY STANDARDS. ALL MILLWORK SHALL CONFORM TO A.W.I CUSTOM GRADE STANDARDS, UNLESS OTHERWISE NOTED. 13. THE MATERIALS USED FOR CONSTRUC11ON OF SPACE SHALL NOT CONTAIN ASBESTOS, P.C.B. OR ANY HAZARDOUS MATERIALS OF ANY TYPE. 14. MANUFACTURER'S NAME, TRADEMARK, LOGOS, ETC. SHALL NOT BE VISIBLE OT THE PUBLIC. 15. ALL WALLS TO BE LAID OUT AT 90 DEGREE ANGLES, UNLESS OTHERWISE NOTED. 16. A MAXIMUM OF h" SHALL OCCUR AT THE INTERSECTION OF ALL GYP. BD. ON WALLS AND SLAB OT MAINTAIN ADEQUATED SUPPORT BACKING FOR BASE. 17. ALL DOOR FRAME (HINGE SIDE) TO BE 4" FROM ADJACENT PERPENDICULAR PARTITIONS, UNLESS OTHERWISE NOTED. 18. ALL PENETRATIONS OF FIRE WALLS BY PIPING, CONDUIT AND SIMILAR COMPONENTS SHALL BE ARE STOPPED WITH U.L THROUGH PENETRATION FIRESTOP SYSTEM AS LISTED IN THE CURRENT EDITION OF UNDERWRITERS LABORATORIES FIRE RESISTANCE DIRECTORY. ANY NEW PENETRATIONS SHALL COMPLY WITH THESE STANDARDS. VERIFY TYPE AND SIZE OF PENETRATING ITEMS AND INFORM RS HERMAN ARCHITECTS IF FIELD CONDITIONS INDICATE THE NEED FOR A DIFFERENT AND MORE APPROPRIATE SYSTEM. 19. PROVIDE AS BUILT DRAWINGS WITHIN FIFTEEN (15) DAYS AFTER CONSTRUCTION COMPLETION. 20. SCOPE OF WORK OF ALL TRADES IS TO INCLUDE ALL MATERIALS AND LABOR AS REQUIRED TO TOTALLY COMPLETE THE PROJECT FORM INTERFACE WITH EXISTING CONSTRUC11ON THROUGH CONFIGURATION AS INDICATED IN DOCUMENTS SUBMITTED. ALL FINISH WORK SHALL BE COMPLETE AND FUNCTIONAL, CONSISTENT WITH THE DESIGN INTENT AS EXPRESSED IN THE ATTACHED DOCUMENTS. FLOOR PLAN NOTES 1. COORDINATE WORK WITH THE WORK OF THE FOOD SERVICE EQUIPMENT CONTRACTOR (F.S.EC.) . 2. SEE KITCHEN DRAWING SCHEDULE FOR ITEMS FURNISHED BY OTHERS & INSTALLED BY GENERAL CONTRACTOR. TENANT WITH LARGE OR HEAVY EQUIPMENT EXCEEDUBG 100 P.S.F. MUST SUBMIT SPEC SHEETS AND LOCATION(S) TO WESTFIELD'S PROJECT MANAGER TO SEE IF ADDITIONAL SUPPORT IS REQUIRED BY TENANT. ANY SUBSEQUANT ADDITIONS WILL BE BY TENANT AT TENANT'S EXPENSE. 3. ALL P.O.S. STATIONS TO FACE FORWARD AND LOCATED AS SHOWN. 4. ALL TENANT EXIST OR SERVICE DOORS USED TO ACCESS FIRE EXIT CORRIDORS MUST BE ONE (1) HOUR RATED INCLUDING DOOR AND ITS ASSEMBUES. 5. GENERAL CONTRACTOR TO PAINT CORRIDOR TO MATCH MALL SERVICE CORRIDOR. 6. INSTALL DOOR BELL AT 3' -6" A.F.F. 7. WALL TO BE ONE (1) HOUR FULL HEIGHT GYPSUM BOARD TO DECK ABOVE. 8. DOOR SIGNAGE NAME AND SPACE NUMBER: 2 HIGH, DIE CUT, VANDAL PROOF, WHITE HELVEIICA BLOCK STYLES LETTERS, ON READ BACKGROUND MOUNTED 5' -0" A.F.F., CENTER ON DOOR. 9. DECORATIVE RIBBON CEIUNG ABOVE. 10. DOOR TO ACCESS FIRE EXIT CORRIDORS MUST BE (1) HOUR RATED INCLUDING DOOR HARDWARE. VIEWED FOR LI O D E ® COMPLIANCE APPROVED MAR 1 7 2006 Y T+�icwila B L r ` OM I N WALL LEGEND NEW STEEL STUD WALL (SEE FLOOR PLAN REQUIREMENTS) NEW PARTIAL HGT. WALL © A.F.F. EXISTING ONE HOUR FIRE RATED DEMISING WALL ONE (1) HOUR DEMISING WALL SEE WAIL TYPE A1/A -501. LEASING LINE SYMBOL LEGEND EXIT EXIT SIGN - CONFORMING TO C.B.0 REQUIREMENTS, SECTION 1003.2.8.2 A. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. B. LOCATE EXIT SIGNS AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN C. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES C.B.C. 1003.2.8.5 KEY PLAN SCALE: NOT TO SCALE OK VT,. NOIE s ovis - �� cra• �. rap WORK OF SCOPE SHARKY'S SPACE FC -2 LEVEL 2 OF 3 REVISION I ISSUED FOR PLAN CHECK L'\\Viv ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31V° REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 103.DWG SHEET TITLE: ENLARGED MILLWORK P LAN SCALE: AS NOTED KENN BUTTS A•I•A• Butts ROAD CA. 91307 999 4272 999 4321 � aaaaaaaa Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) 3405 i "'IFI:Nfvet STATE REGISTERED ARCHITECT . LTTS OF WASHINGTON AR 0 6 2008 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31V° REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 103.DWG SHEET TITLE: ENLARGED MILLWORK P LAN SCALE: AS NOTED SHEET NUMBER: A -103 � aaaaaaaa 3f1SSI HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL MVO I 1 01 -09 -08 go— L —za1 90- 90 -20I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 103.DWG SHEET TITLE: ENLARGED MILLWORK P LAN SCALE: AS NOTED SHEET NUMBER: A -103 PIZZA OVEN 2 EQ. CABINET DOORS = 2' -4" SERVICE AREA / A-413 6 EQ. CABINET DOORS = 7' -2" P.O.S. AREA 2 ' -9 ,V" KITCHEN 107 6' -8" A -413 \Dy 25-11" SCALE: 3/4 " =1' --0" KITCHEN EQUIP. OPENING V.I.F. ENLARGED MILLWORK PLAN 3 EQ. CABINET DOORS =3'-8" FLOOR PLAN NOTES 1. SOLD SURFACE COUNTER TOP AT 3' -0" A.F.F. (S -1). 2. SOLID SURFACE COUNTER TOP AT 2' -10" A.F.F. (S -1). 3. TOP OF LANDLORD NEUTRAL PIER AT 2' -6" A.F.F. AND MAY NOT BE ALTERED. SEE DETAILS 09, 10, 11, 12 & 13/A --701. 4. P.O.S SYSTEM RECESSED INTO COUNTER. PROVIDE BY OTHERS. 5.1' GROMMENT. 6. UNDERCOUNTER MILLWORK DOORS, SHELVES AND SUPPORTS.. 7. STAINLESS STEEL FINISH ON AXED SHELF AND COUNTER TOP. 8. COUTOUTS FOR SODA MACHINE - V.I.F. 9. y4 TEMPERED GLASS SNEEZE GUARD. 10. RECESSED COMPARTMENTS FOR SERVICE ITEMS. 11. FRONT COUNTER CABINET MUST HAVE FINISHED ENDS WHICH MATCH TO BACK COUNTER DIE FRONT. 12. POLISHED STONE PILASTER 42" A.F.F. DINING COUNTERTOP. 11A-• REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 7 2008 City Of Tukwila UILDI < . DIVISION RECEIVED MAR 0 7 2008 PERMIT CENTEF REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: - DRAWN BY: - 3IVQ REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- -104.DWG SHEET TITLE: REFLECTED CEILING PLAN KENN BUTTS M.A. / 1<«««« Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3405 3f1SSI HEALTH DEPARTMENT SUBMITTAL I PERLIMINARY SUBMITTAL REGISTERED 1 ARCHITECT ETH L. BUTTS 1 130 -60- I-01 STATE OF WASHINGTON 90- 90 -c0' MAR 0 6 2008 REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 3IVQ REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- -104.DWG SHEET TITLE: REFLECTED CEILING PLAN SCALE: AS NOTED SHEET NUMBER: A -104 1<«««« 3f1SSI HEALTH DEPARTMENT SUBMITTAL I PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL 31dd 1 130 -60- I-01 13o -1. I -zol 90- 90 -c0' I SSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- -104.DWG SHEET TITLE: REFLECTED CEILING PLAN SCALE: AS NOTED SHEET NUMBER: A -104 Cc) REFLECTED CEILING PLAN \ 01 � SCALE: 1/2 " =1' -0" NORTH 0 RECEIVED MAR 0 7 2008 PERMIT CENTEI - REFLECTED CEILING PLAN GENERAL REQUIREMENTS 1. CEILING HEIGHTS SHOWN ARE FROM TOP OF FINISH FLOOR. 2. PAINT HVAC DIFFUSERS & GRILLES, LIGHT FIXTURE TRIMS, ETC. IN PUBLIC AREAS TO MATCH ADJACENT CEILING FINISH. 3. SUSPENDED CEILINGS SHALL COMPLY WITH 2006 I.B.C. TABLE 25 —A AND 16 -0 4. LATERAL FORCE BRACING FOR SUSPENDED ACOUSTIC TILE CEILING: PROVIDE (4) #12 GAUGE WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT ANGLE NOT TO EXCEED 45 DEGREES FROM PLANE OF CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' -0" O.C. IN BOTH DIRECTIONS WITH FIRST POINT WITHIN 4' -0" OF EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. SEE DETAILS � 9 1 10 A-70 A-700 5. PROVIDE (2) #12 GAUGE SUSPENSION WIRES FOR LIGHT FIXTURES IN ACOUSTIC TILE CEILING AREAS 6. INDICATES FINISH SCHEDULE ITEM, SEE FINISH SCHEDULE ON SHEET A -500 7. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION ON LIGHT FIXTURES. 8. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL SYMBOLS 9. INSTALL LIGHTING FIXTURES AND AIR DIFFUSERS IN ACCORDANCE WITH 2001 C.B.C. SECTION 4702 AND GUIDELINES STANDARDS AS FOLLOWS: A. LIGHT FIXTURES AND AIR DIFFUSERS WEIGHING MORE THAN 20 POUNDS BUT LESS THAN 56 POUNDS SHALL HAVE TWO NO. 12 GA. HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. LIGHT FIXTURES AND AIR DIFFUSERS WEIGHING 56 POUNDS OR MORE SHALL BE B. SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. CONNECTION OF LIGHT FIXTURES AND AIR DIFFUSERS TO THE CEILING SYSTEM C. SHALL BE DESIGNED FOR A LATERAL FORCE OF 100 PERCENT OF THE WEIGHT OF THE FIXTURES IN ADDITION TO THE PRESCRIBED VERTICAL LOADING. 10. CEILING MATERIAL FRAME SPREAD INDEX, C.B.C. SECTION 4202(A) TABLE 42 —A: CLASS 111, 76 -200 FLAME SPREAD INDEX. CEILING MATERIAL SMOKE DENSITY, C.B.C. SEC. 4202(B): 450 MAXIMUM TESTED ACCORDING TO C.B.C. STD. 42 -1 11. REFER TO HOOD DRAWINGS FOR EXACT SIZE & LOCATION OF EXHAUST HOODS AND EXHAUST DUCT SHAPES. 12. WORK SHALL COMPLY WITH 2006 IBC ELECTRICAL CODE AND WASHINGTON STATE ENERGY CODE REQUIREMENTS 13. IT IS THE CONTRACTOR'S RESPONSIBLITY TO SURVEY ALL EXISTING ABOVE CEILING CONDITIONS DURING THE BID PHASE AND NOTIFY RS HERMAN ARCHITECTS OF ANY CONFLICTS THAT WOULD PERVENT THIS DESIGN FROM BEING BUILT. THIS INCLUDES, BUT IS NOT LIMITED TO SPRINKLERS PIPES, DUCTWORK, AND STRUCTURE. 14. CEILING HEIGHT TO BE 14' —O" A.F.F. UNLESS OTHERWISE NOTED. 15. COLOR OF ALL COVERPLATES, DEVICES AND SWITCHES TO BE WHITE. REFLECTED CEILING PLAN KEYNOTES 0 1. SUSPENDED 2'- 0"x4' -0" ACOUSTICAL TILE AND GRID AT 1O' -0" A.F.F. TILES TO HAVE NOISE REDUCTIONS COEFFICIENT OF 0.60 -0.70 WITH A MINIMUM ROOM TO ROOM ATTENUATION FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODE, FLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS. 2. KITCHEN EXHAUST HOOD SEE DETAIL 17/A -701 ALSO SEE KITCHEN DWG. ON SHT. K -6.01 FOR DETAILS. 3. SPRINKLER HEADS MUST BE FULLY RECESSED AND PAINTED TO MATCH THE ADJACENT CEILING FURRDOWN. NO EXCEPTIONS — TYPICAL. 4. 24X 23.38" TRANSFORMER 11' -6" A.F.F SECURE TO PARKING DECK ABOVE. LOCATION TO BE VERIFY IN FIELD. SYMBOL LEGEND REFLECTED CEILING A. ALL CEILING SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS (NOT FROM DECK ABOVE) WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION. B. LAY —IN ACOUSTICAL TILES CEILING MAY NOT BE USED IN FORWARD SELLING AREA. TILES TO HAVE NOISE REDUCTION COEFFICIENTS OF .60 — .70 WITH A MINIMUM ROOM TO ROOM ATTENUATION FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODES, CLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS. C. ALL SUPPLY AND RETURN GRILLES IN FORWARD SELLING AREA TO BE PAINTED TO MATCH CEILING. D. ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE FULLY RECESSED AND CONCEALED POP OF COVER TYPE. PAINT TO MATCH CEILING. X LIGHTING SCHEDULE A. ALL LIGHTING IN FORWARD SELLING AREA MUST BE INCANDESCENT WITH LOW IRON TEMPERED GLASS SAFETY LENS PER FOOD PREPARATION AND LOCAL CODDS, ON SEPARATE CIRCUIT AND ON SEVEN (7) DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. FOOT CANDEL LEVEL AT COUNTER HEIGHT MUST BE 50 FC. AVERAGE MAINTAINED. B. ALL STOREFRONT LIGHTING MUST BE ON A SEPARATED CIRCUIT. C. EMERGENCY LIGHTING MUST BE FULLY RECESSED IN THE SELLING AREAS. NO SURFACE MOUNTED TYPE IS ALLOWED. TYPE/ SYMBOL CATALOG NO. DISCRIPTION UH a UC 0 0 O A O W GYPSUM BOARD CEILING OR FURRDOWN 24" x 24" ACOUSTICAL CEILING TILE AND GRID SUPPLY AIR DIFFUSER RETURN AIR GRILLE SPRINKLER HEADS MUST BE FULLY RECESSED AND PAINT TO MATCH THE ADJACENT CEILING IN FRONT OF HOUSE (SALES) AREAS BY MANUFACTURER TBD ENCORE EMR12/75W/275 RUDD LIGHTING RG 2X4/32W/T8 ELATE A4— P400B —P20 ELATE LV4— MR16 —CP UNDER EXAUST HOOD UGTH FIXTURE UNDER UPPER CABINET LIGTH FIXTURE EMERGENCY LIGHT FIXTURE 2' -0" x 4' -0" FLUORESCENT LIGHT FIXTURE WITH CASE 4 "0 RECESSED DOWN LIGHT FIXTURE 4 WALL WASHER LIGHT FIXTURE NOISIA]N ISSUED FOR PLAN CHECK ISSUED FOR BIDDING 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 3140 REVIEWED BY: - DATE: 03.06.2008 KENN BUTTS A.I.A. / SHEET TITLE: FLOOR AND WALL FINISH PLAN SCALE: AS NOTED SHEET NUMBER: A =105 Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3 I • REGISTERED ARCH TECT t • ENNETH L. BUTTS STATE OF WASHINGTON , Ag a 620fra NOISIA]N ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 3140 REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 105.DWG SHEET TITLE: FLOOR AND WALL FINISH PLAN SCALE: AS NOTED SHEET NUMBER: A =105 1<<<<<<<<< 3nSSI HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL 3140 20-60-101 sa— LL —aol s0- 90 - I SSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 105.DWG SHEET TITLE: FLOOR AND WALL FINISH PLAN SCALE: AS NOTED SHEET NUMBER: A =105 1. ASSEMBLE TABLES AND BASES 15. SEE WALL FINISH LEGEND FOR DETAILS FLOOR FINISH PLAN NOTES DObi-114 FINISH LEGEND [XXI 00 24x24 TILE 6x6 TILE SCALE: 1/2"=.1'-0" FLOOR AND WALL FINISH PLAN FLOOR FINISH PLAN GENERAL REQUIREMENTS 2. SEE INTERIOR ELEVATIONS, SHEET A -411, A -412 & KITCHEN EQUIPMENT ELEVATIONS FOR EQUIPMENT HEIGHTS & LOCATIONS. 3. CAULK BETWEEN FLOOR AND BASE WITH CLEAR SILICON SEALANT. 4. INSTALL 4" RUBBER BASE BETWEEN SERVING LINE CABINETS. 5. FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS II OR HIGHER (FLAME SPREAD INDEX 76 THRU 200 & A SMOKE DENSITY RATING OF 450) 6. DRAPES, CURTAINS & DECORATIVE MATERIAL PROVIDED AND /OR INSTALLED BY THE GENERAL CONTRACTOR SHALL BE MADE FROM NONFLAMMABLE MATERIALS OR TREATED WITH FLAME RETARDANT AS APPROVED BY THE LOCAL FIRE MARSHALL. 7. INSTALL 4" RUBBER BASE ON CABINETS. 8. REFER TO PLUMBING AND KITCHEN DRAWINGS FOR FLOOR DRAINS AND FLOOR SINKS. 9. WEATHERSTRIP EXTERIOR DOORS. SEAL EXTERIOR JOINTS AROUND DOOR FRAMES & WINDOWS & AT ALL PENETRATIONS THRU BUILDING ENVELOPE USING SEALANTS & CAULKING. ADDITIONALLY, PROVIDE FOAM INSULATION IN & AROUND WINDOW DOOR FRAMES WHERE METAL MEETS WOOD FRAMING PLUS EXTERIOR WALL OPENINGS /PENETRATIONS. 10. SET FLOOR SINKS, FLOOR HINGES AND FLOOR DRAINS FLUSH WITH FINISH FLOOR UNLESS OTHERWISE NOTED. SET FLOOR SINKS IN ACCORDANCE WITH THE LOCAL GOVERNING AGENCIES. NOTIFY THE ARCHITECT IF FLOOR SINKS ARE REQUIRED TO BE INSTALLED ABOVE FLOOR LEVEL. SEE FLOOR PLAN AND SCHEDULE FOR FLOOR MATERIALS. 11. VERIFY LOCATION OF FLOOR SINKS AND FLOOR DRAINS WITH F.S.E. DRAWINGS AND PLUMBING DRAWINGS PRIOR TO INSTALLATION. 12. VERIFY LOCATIONS OF EQUIPMENT CURBS, DEPRESSIONS, BLOCK —OUTS AND SPECIAL CONCRETE FINISHES WITH F.S.E. DWGS. 13. CONCRETE SLAB FINISH AT TILE PAVERS AND OTHER SIMILAR FLOORING MATERIALS SHAL RECEIVE A FINE FLOAT FINISH, SEE DRAWINGS FOR LOCATIONS. SEE SPECIFICATIONS FOR ANY SPECIAL INSTRUCTIONS. 14. SLOPE FLOORS IN POT WASH, PREP AND COOKING AREAS TO FLOOR DRAINS. SET FLOOR DRAINS 3/4" BELOW FLOOR FINISH ELEVATION. 16. SURFACE OF FLOORS SHALL BE SLIP RESISTANT. WHEN TESTED IN ACCORDANCE WITH ASTM C1028B TEST PROCEDURE FOR COEFFICIENT OF FRICTION, TILE MUST ACHIEVE A WET AND DRY VALUE OF NOT LESS THAN 0.60. PRIOR TO THE INSTALLATION OF THE FLOOR COVERING, A WRITTEN STATEMENT FROM THE FLOORING MANUFACTURER MUST BE SUBMITTED TO THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT THE PRODUCT TO BE INSTALLED MEETS CURRENT INDUSTRY STANDARDS FOR SLIP RESISTANCE. 17. APPROVED ABRASIVE FLOORING SHALL BE RESTRICTED TO TRAFFIC AREAS ONLY. FLOORING UNDER EQUIPMENT, INCLUDING SHELVING, AND AT THE FLOOR /WALL JUNCTURE SHALL BE COMPLETELY SMOOTH 18. CONTINUE FLOORING MATERIAL UP THE WALL FOR A MINIMUM OF SIX INCHES (6 ") WITH A MINIMUM 3/8 INCH RADIUS AT THE FLOOR /WALL JUNCTURE. STATIONARY EQUIPMENT MAY BE SEALED ON A 4 —INCH HIGH 3/8—INCH RADIUS CONCRETE CURB OR COVED IN— POSITION ON THE FLOOR. 19. ALL PAINTED PARTITIONS SHALL RECEIVE TWO COATS WASH AND WEAR LATEX PAINT OVER PRIMER. CAULK ALL JOINTS PRIOR TO PAINTING. 20. TOUCH UP OR REPAINT AFTER COMPLETION OF CONSTRUCTION OF TENANT LEASE SPACE TO A FINISH ACCEPTABLE TO TENANT OR RS HERMAN ARCHITECTS. 21. IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED SURFACES SHALL RECEIVE FINISHES AS INDICATED UNLESS SPECIFICALLY NOTED OTHERWISE. REFERENCE ELEVATIONS, REFLECTED CEILING PLANS, AND DETAILS. ANY SURFACES WHICH DO NOT HAVE A SPECIFIC SCHEDULED FINISH OR ARE NOT SCHEDULED TO REMAIN UNFINISHED, SHALL BE BROUGHT TO THE ATTENTION OF RS HERMAN ARCHITECTS AND FINISHED PER RS HERMAN ARCHITECTS DIRECTION. 22. SCRIBE ALL FINISHED MILLWORK TO WALLS, PARTITIONS AND CEILINGS. PROVIDE SCRIBE MOULDING TO FINISH ALL MILLWORK TO WALLS, PARTITION AND CEILINGS. 23. ALL RESILIENT TILE TRANSITIONS SHALL OCCUR WITH RESILIENT TRANSITION STRIP TO MATCH RESILIENT BASE. ALL RESILIENT TILE TRANSITION AT DOORS SHALL OCCUR AT THE CENTERLINE OF THE DOOR WITH RESILIENT TRANSITION STRIP COLOR TO MATCH RESILIENT BASE. 1. TENANT IS TO INSTALL HARD SURFACE FLOORING OVER WATERPROOFING MEMBRANE WITCH IS TO RUN UP WALLS AT 12 ". TENANTS ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UDER THE FLOOR FINISH. THE MEMBRANE SHALL BE MANUFACTURER'S 2 PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION IWTH GLASS FIBER FABRIC REINFORCEMENT (LAITCRETE 9235 OR SUMMITVILLE S- 9000). INSTALL WATER TIGHT DOOR THRESHOLD AT SERVICE DOOR. 2. LANDLORD FLOOR TILE SHALL CONTINUE INTO TENANT SPACE 12" BEYOND LEASE LINE. WHEN EXTENDING MALL TILE TO TENANT'S FRONT COUNTER BASE TILES MUST BE FULL TILE. IF TILE IS CUT IT MUST BE REMOVED AND REPLACED WITH A FULL TILE. 3. PROVIDE LANDLOARD FLOOR UNDERCOUNTER AREA AT COUNTER SEATING. II STONE TILE FINISH CONTINUES INOT SPACE 12" BEYOND LEASELINE; TENANT TO PURCHASE STONE TILE FROM LANDLORD. INDICATES CHANGE IN FLOOR FINISH THAT REQUIRES TRANSITIONS STRIP WALL FINISH RECEIVED MAR 0 7 2008 PERMIT CENTER FLOOR FINISH / BASE FINISH REVISION I ofr ISSUED FOR BIDDING 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — 31Va a aaaaaa � DATE: 03.06.2008 JOB NUMBER: Q7936 KENN BUTTS A.I.A. / SCALE: AS NOTED SHEET NUMBER: A- 41 2 Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 34+5 REGISTERED RCHITECT ENNETH L. BUTTS % STATE OF WASHINGTON Y � � 0 6 200; REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — 31Va a aaaaaa � DATE: 03.06.2008 JOB NUMBER: Q7936 FILE #: A-412-DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: A- 41 2 I 3fSSI HEALTH DEPARTMENT SUBMITTAL J PERLIMINARY SUBMITTAL J (PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTA 31Va 20 -60- 1.01 1 02 -11 -08 80- 90 -c0I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — CHECKED BY: — REVIEWED BY: — DATE: 03.06.2008 JOB NUMBER: Q7936 FILE #: A-412-DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: A- 41 2 BACKLITE TWIG /PLEX FACADE 1" COPPER FRAME TOP AND BOTTOM DECORATIVE POWDER COATED BRONZE BARS ON STAINLESS STEEL RIBBON NEUTRAL PIER SIGNAGE BOX 4x4 TILE ON PIZZA OVEN WALL DECORATIVE HOOD FACADE LANDLORD TO INSTALL LAGUNA CREAM STONE TILE PIZZA OVEN BY OTHERS Y4" CLEAR TEMPERED GLASS SNEEZE GUARD MENU BOARD HOLDER BY OTHERS SOLID SURFACE ON COUNTERTOP POLISHED STONE PILASTER STONE TILE VENEER FACADE " COVE TILE BASE I OPEN TO BEYOND OPEN TO BEYOND 14' -O" FOOD COURT CEILING LINE BACKLITE TWIG /PLEX FACADE 1" COPPER FRAME TOP AND BOTTOM NEUTRAL PIER SIGNAGE BOX LANDLORD TO INSTALL LAGUNA CREAM STONE TILE DECORATIVE POWDER COATED BRONZE BARS ON STAINLESS STEEL POLISHED STONE PILASTER COUNTER TOP AND SIDE CLEAR GLASS TEMPERED SNEEZE GUARD SOLID SURFACE COUNTERTOP 6" HIGH TEMPERED GLASS SCREEN BEHIND P.O.S - 3 SIDES STONE VENEER FACADE 4" COVE TILE BASE j-r- I i;4i •A% 0.1 /m ami, Ai Amik. a m , Amk amiL . r . JW, /�\ .. /A%, �. A /..\ AMLN .� /.. . AWL A.. I\ ai mL Am. A .� I if Q STOREFRONT ELEVATION - WEST SCALE: 1/2 " =1' 0" 0 OPEN TO BEYOND STOREFRONT ELEVATION - NORTH SCALE: 1/2 " =1' -0" SCALE: 1/2 " =1' -0" SH 11= =■M ELEVATION SECTION 10 A -702 OPEN KNEE SPACE 4" COVE TILE BASE AS i BACKLITE TWIG /PLEX FACADE 01 ±10' -2" AFF BACKLIT TWIG /PLEX FACADE POLISHED STONE PILASTER 1" COPPER FRAME TOP AND BOTTOM COPPER RIVETS ON STAINLESS STEEL DECORATIVE HOOD FACADE 12x12 TILE WALL CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE COUNTERTOP PLASTIC LAMINATE ON BASE CABINET COVE TILE BASE 14' -0" FOOD COURT CEILING LINE CLEAR TEMPERED GLASS SNEEZE GUARD 6" HIGH TEMPERED GLASS SCREEN BEHIND P.O.S. STATION - 3 SIDES POLISHED STONE PILASTER ON COUNTER TOP SCHEDULED Li OPEN TO BEYOND 14' -0" FOOD COURT CEILING LINE EXISTING LANDLORD BULKHEAD 0 -6" A.F.F. CLEAR TEMPERED GLASS SNEEZE GUARD POLISHED STONE PILASTER RECEWED MAR 07 2008 PERMIT CENTER REVISION ofr ISSUED FOR BIDDING 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION \ ISSUED FOR: DESIGNED BY: - DRAWN BY: - 3lVO REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 KELVIN BUTTS A.I.A. / SCALE: AS NOTED SHEET NUMBER: A -41 3 Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 34 5 REGISTERED ARCHITECT KE H L. Buns STATE OF WASHIVGT' AR 0 6 2008 REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION \ ISSUED FOR: DESIGNED BY: - DRAWN BY: - 3lVO REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 413.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: A -41 3 r < < < < < < < � 3f1SSI HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL 31VO I 1 01 -09 -08 1 02 -11 -08 90- 90 -£O1 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION \ ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 413.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: A -41 3 14' -0" FOOD COURT CEILING LINE 12x12 TILE WALL PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" HIGH COVE TILE BASE Ira -702 \ c I • • JANITOR AREA ELEVATION SCALE: 1/2 " =1' -0" • V • PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" COVE TILE BASE OFFICE ELEVATION 05, SCALE: 1/2" =1' -0" A 06 JANITOR AREA ELEVATION SCALE: 1/2 " =1' -0" WATER HEATER PLASTIC LAMINATE TOP CABINET TOP CABINET MATT STAINLESS STEEL PULLS JANITOR FLOOR SINK 14' -0" FOOD COURT CEILING LINE BACKLITE PLEX /TWIGS FACADE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE SHARKY'S 'FIN' LOGO TO BE A SIMILAR MATERIAL /FINISH TO HOOD ENCLOSER WITH REVERSE HALO LIGHTING EFFECT BY OTHERS DECORATIVE POWDER COATED BRONZE BARS ON STAINLESS STEEL RIBBON TILE ON PIZZA OVEN WALL PIZZA OVEN BY OTHERS TILE SAME AS PIZZA OVEN WALL 4" COVE TILE BASE 14' -0" FOOD COURT CEILING LINE 12x12 TILE WALL CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP 14' -0" FOOD COURT CEILING LINE 6" HIGH TEMPERED GLASS SCREEN BEHIND P.O.S. - 3 SIDES SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULS PLASTIC LAMINATE ON — BASE CABINETS 4" COVE TILE BASE OPEN TO BEYOND ......III.. ■. ■■■■W ....r •••pf MEP ENE 1 Wm, 12 Elk 41 !F �. it If El ■I sl •I •I ■I UI ®I I U ■ U ■ ■ U ■ U El El Ell El El Fratr r V•r � # *0 Ad& •;* • 401tod A .11••••■•• � ■o Cow e� .11.•••••••••••••••••=mm.m......1 .11........••••••••••=t• 0 0 OPEN TO BEYOND ri \ N L IJ Ui Ui Ui 04 A -702 • • A -702 09 OPEN TO BEYOND 01 OPEN TO BEYOND KITCHEN ELEVATION SCALE: 1/2 " = - MILLWORK ELEVATION SCALE: 1/2"=1'.-0" • SCALE: 1/2"=1 -0" MILLWORK ELEVATION 08 A -702 \ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 7 2008 city Of TukwiI B .LD. D$O" Y" CLEAR TEMPERED GLASS SNEEZE GUARD MENU BOARD BY OTHERS SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE POLISHED STONE PILASTER SOLID SURFACE ON 'FOOD FINISHER' COUNTERTOP CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE TILE ON PIZZA OVEN WALL SOLID SURFACE ON COUNTERTOP TILE SHAME AS PIZZA OVEN WALL STAINLESS STEEL CABINETS PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE RECEIVED MAR 0 7 2006 PERMIT DENTE • /, . / \ 1 i \ i t > AFI s ' r 14' -0" FOOD COURT CEILING LINE 12x12 TILE WALL PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" HIGH COVE TILE BASE Ira -702 \ c I • • JANITOR AREA ELEVATION SCALE: 1/2 " =1' -0" • V • PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" COVE TILE BASE OFFICE ELEVATION 05, SCALE: 1/2" =1' -0" A 06 JANITOR AREA ELEVATION SCALE: 1/2 " =1' -0" WATER HEATER PLASTIC LAMINATE TOP CABINET TOP CABINET MATT STAINLESS STEEL PULLS JANITOR FLOOR SINK 14' -0" FOOD COURT CEILING LINE BACKLITE PLEX /TWIGS FACADE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE SHARKY'S 'FIN' LOGO TO BE A SIMILAR MATERIAL /FINISH TO HOOD ENCLOSER WITH REVERSE HALO LIGHTING EFFECT BY OTHERS DECORATIVE POWDER COATED BRONZE BARS ON STAINLESS STEEL RIBBON TILE ON PIZZA OVEN WALL PIZZA OVEN BY OTHERS TILE SAME AS PIZZA OVEN WALL 4" COVE TILE BASE 14' -0" FOOD COURT CEILING LINE 12x12 TILE WALL CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP 14' -0" FOOD COURT CEILING LINE 6" HIGH TEMPERED GLASS SCREEN BEHIND P.O.S. - 3 SIDES SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULS PLASTIC LAMINATE ON — BASE CABINETS 4" COVE TILE BASE OPEN TO BEYOND ......III.. ■. ■■■■W ....r •••pf MEP ENE 1 Wm, 12 Elk 41 !F �. it If El ■I sl •I •I ■I UI ®I I U ■ U ■ ■ U ■ U El El Ell El El Fratr r V•r � # *0 Ad& •;* • 401tod A .11••••■•• � ■o Cow e� .11.•••••••••••••••••=mm.m......1 .11........••••••••••=t• 0 0 OPEN TO BEYOND ri \ N L IJ Ui Ui Ui 04 A -702 • • A -702 09 OPEN TO BEYOND 01 OPEN TO BEYOND KITCHEN ELEVATION SCALE: 1/2 " = - MILLWORK ELEVATION SCALE: 1/2"=1'.-0" • SCALE: 1/2"=1 -0" MILLWORK ELEVATION 08 A -702 \ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 7 2008 city Of TukwiI B .LD. D$O" Y" CLEAR TEMPERED GLASS SNEEZE GUARD MENU BOARD BY OTHERS SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE POLISHED STONE PILASTER SOLID SURFACE ON 'FOOD FINISHER' COUNTERTOP CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE TILE ON PIZZA OVEN WALL SOLID SURFACE ON COUNTERTOP TILE SHAME AS PIZZA OVEN WALL STAINLESS STEEL CABINETS PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE RECEIVED MAR 0 7 2006 PERMIT DENTE • \./ \ i t > \/ 14' -0" FOOD COURT CEILING LINE 12x12 TILE WALL PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" HIGH COVE TILE BASE Ira -702 \ c I • • JANITOR AREA ELEVATION SCALE: 1/2 " =1' -0" • V • PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" COVE TILE BASE OFFICE ELEVATION 05, SCALE: 1/2" =1' -0" A 06 JANITOR AREA ELEVATION SCALE: 1/2 " =1' -0" WATER HEATER PLASTIC LAMINATE TOP CABINET TOP CABINET MATT STAINLESS STEEL PULLS JANITOR FLOOR SINK 14' -0" FOOD COURT CEILING LINE BACKLITE PLEX /TWIGS FACADE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE SHARKY'S 'FIN' LOGO TO BE A SIMILAR MATERIAL /FINISH TO HOOD ENCLOSER WITH REVERSE HALO LIGHTING EFFECT BY OTHERS DECORATIVE POWDER COATED BRONZE BARS ON STAINLESS STEEL RIBBON TILE ON PIZZA OVEN WALL PIZZA OVEN BY OTHERS TILE SAME AS PIZZA OVEN WALL 4" COVE TILE BASE 14' -0" FOOD COURT CEILING LINE 12x12 TILE WALL CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP 14' -0" FOOD COURT CEILING LINE 6" HIGH TEMPERED GLASS SCREEN BEHIND P.O.S. - 3 SIDES SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULS PLASTIC LAMINATE ON — BASE CABINETS 4" COVE TILE BASE OPEN TO BEYOND ......III.. ■. ■■■■W ....r •••pf MEP ENE 1 Wm, 12 Elk 41 !F �. it If El ■I sl •I •I ■I UI ®I I U ■ U ■ ■ U ■ U El El Ell El El Fratr r V•r � # *0 Ad& •;* • 401tod A .11••••■•• � ■o Cow e� .11.•••••••••••••••••=mm.m......1 .11........••••••••••=t• 0 0 OPEN TO BEYOND ri \ N L IJ Ui Ui Ui 04 A -702 • • A -702 09 OPEN TO BEYOND 01 OPEN TO BEYOND KITCHEN ELEVATION SCALE: 1/2 " = - MILLWORK ELEVATION SCALE: 1/2"=1'.-0" • SCALE: 1/2"=1 -0" MILLWORK ELEVATION 08 A -702 \ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 7 2008 city Of TukwiI B .LD. D$O" Y" CLEAR TEMPERED GLASS SNEEZE GUARD MENU BOARD BY OTHERS SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE POLISHED STONE PILASTER SOLID SURFACE ON 'FOOD FINISHER' COUNTERTOP CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE TILE ON PIZZA OVEN WALL SOLID SURFACE ON COUNTERTOP TILE SHAME AS PIZZA OVEN WALL STAINLESS STEEL CABINETS PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE RECEIVED MAR 0 7 2006 PERMIT DENTE • , i t > -,{I � 14' -0" FOOD COURT CEILING LINE 12x12 TILE WALL PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" HIGH COVE TILE BASE Ira -702 \ c I • • JANITOR AREA ELEVATION SCALE: 1/2 " =1' -0" • V • PLASTIC LAMINATE ON TOP CABINETS STAINLESS STEEL CABINET PULLS SOLID SURFACE COUNTERTOP 4" COVE TILE BASE OFFICE ELEVATION 05, SCALE: 1/2" =1' -0" A 06 JANITOR AREA ELEVATION SCALE: 1/2 " =1' -0" WATER HEATER PLASTIC LAMINATE TOP CABINET TOP CABINET MATT STAINLESS STEEL PULLS JANITOR FLOOR SINK 14' -0" FOOD COURT CEILING LINE BACKLITE PLEX /TWIGS FACADE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE SHARKY'S 'FIN' LOGO TO BE A SIMILAR MATERIAL /FINISH TO HOOD ENCLOSER WITH REVERSE HALO LIGHTING EFFECT BY OTHERS DECORATIVE POWDER COATED BRONZE BARS ON STAINLESS STEEL RIBBON TILE ON PIZZA OVEN WALL PIZZA OVEN BY OTHERS TILE SAME AS PIZZA OVEN WALL 4" COVE TILE BASE 14' -0" FOOD COURT CEILING LINE 12x12 TILE WALL CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP 14' -0" FOOD COURT CEILING LINE 6" HIGH TEMPERED GLASS SCREEN BEHIND P.O.S. - 3 SIDES SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULS PLASTIC LAMINATE ON — BASE CABINETS 4" COVE TILE BASE OPEN TO BEYOND ......III.. ■. ■■■■W ....r •••pf MEP ENE 1 Wm, 12 Elk 41 !F �. it If El ■I sl •I •I ■I UI ®I I U ■ U ■ ■ U ■ U El El Ell El El Fratr r V•r � # *0 Ad& •;* • 401tod A .11••••■•• � ■o Cow e� .11.•••••••••••••••••=mm.m......1 .11........••••••••••=t• 0 0 OPEN TO BEYOND ri \ N L IJ Ui Ui Ui 04 A -702 • • A -702 09 OPEN TO BEYOND 01 OPEN TO BEYOND KITCHEN ELEVATION SCALE: 1/2 " = - MILLWORK ELEVATION SCALE: 1/2"=1'.-0" • SCALE: 1/2"=1 -0" MILLWORK ELEVATION 08 A -702 \ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 7 2008 city Of TukwiI B .LD. D$O" Y" CLEAR TEMPERED GLASS SNEEZE GUARD MENU BOARD BY OTHERS SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE POLISHED STONE PILASTER SOLID SURFACE ON 'FOOD FINISHER' COUNTERTOP CLEAR TEMPERED GLASS SNEEZE GUARD SOLID SURFACE ON COUNTERTOP STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE DECORATIVE POWDER COATED BRONZE BARS ON HOOD FACADE TILE ON PIZZA OVEN WALL SOLID SURFACE ON COUNTERTOP TILE SHAME AS PIZZA OVEN WALL STAINLESS STEEL CABINETS PULLS PLASTIC LAMINATE ON BASE CABINETS 4" COVE TILE BASE RECEIVED MAR 0 7 2006 PERMIT DENTE • REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31VO REVIEWED BY: - DATE: 03.06.2008 KENN BUTTS / SHEET TITLE: FINISH SCHEDULE SCALE: AS NOTED SHEET NUMBER: A -500 A.I.A. Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 6r '` �r GI STER EG ARC ITECT 4' " "METH L. BUTTS STATE OF WASHINGTON MAR 0 6 2008 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31VO REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 500.DWG SHEET TITLE: FINISH SCHEDULE SCALE: AS NOTED SHEET NUMBER: A -500 1<<<<<<<<< 3f1SSI HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL 31da I sa -6a- LOI so- LG -zol sa -so -cal ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 500.DWG SHEET TITLE: FINISH SCHEDULE SCALE: AS NOTED SHEET NUMBER: A -500 ROOM FINISH SCHEDULE NUMBER 100 101 102 103 104 105 106 107 108 109 110 NAME PREP AREA JANITOR DRY STORAGE WARE WASHING WALK -IN- COOLER OFFICE /LOCKERS ICE MAKER/ STORAGE KITCHEN PIZZA OVEN SERVICE AREA POS AREA FLOOR F -2 F -2 F -2 F -2 F -2 F -2 F -2 F -1 F -1 F -1 F -1 BASE B2 B2 B2 02 BY MANUFACTURER B2 B2 B1 B1 B1 01 WALLS W2 W2 W2 W2 CEILING * C2 C1 C2 C2 C2 C2 C2 C3 C1 C1 /C3 C1 /C3 REMARKS NO. MAT. CERAMIC FLOOR TILE QUARRY FLOOR TILE QUARRY BASE TILE CERAMIC BASE TILE STONE BASE TILE PIZZA OVEN WALL TILE STONE WALL TILE PAINT PAINT WALL TILE METAL METAL METAL CONTERTOP CONTERTOP PLASTIC LAMINATE 1/2' CLEAR TEMPERED GLASS 1/2' PLEX/ TWIGS GLASS MASONITE 2G, DECOR. PANEL GYPSUM LAY -IN CEILING TILE MFR. TBD TBD TBD DAL TILE TBD ANN STACKS CAESAR STONE DUNN EDWARDS DUNN EDWARDS AMERICAN SLATE COMPANY TBD CHEMETAL CHEMETAL CAESAR STONE TBD TBD 3FORM MARLITE ARMSTRONG MFR. NO. TBD (12x12) ABRASIVE FINISH SMOOTH FINISH TBD (12x4) TBD #M -39 #3380 #DE6142 #DEW357 #706 #710 TBD BIRCH #C -11 VINYL ROCK X CRF FINISH LEGEND COLOR TBD TBD TO MATCH SURE TREAD GREY TBD TBD MATT BROWN FLOATING FEATHER WHITE CREST CALIFORNIA GOLD CUSTOM BRONZE METAL SATIN COPPER BRUSHED STAINLESS LAGOS BLUE TBD TBD SWAN WHITE HIGH GLOSS WHITE (STIPPLE PATTERN) REMARKS GROUT: HYDROMENT COLOR; TBD (2-CONT. ROWS AT ENTRY) 6 x 6 TILE, GROUT; LATACRETE LATAPDXY STAINLESS, #42, PLATINUI4 SEE PLAN FOR LOCATION 6 x 6 TILE, GROUT; LATACRETE GROUT; HYDROMENT COLOR: TBD TILE LINGING IN SLATE PATTERN CONTACT; TAMRA KUHN 310273,0700 CONTACT: MAGGIE AMIR 818.535.6887 CONTACT; CAMERON ULLERY 800.537.4098 CONTACT: CAMERON ULLERY 800.537.4098 CONTACT; RAFAEL MENJIVAR 310.447.1287 (MUST SUMMIT FOR APPROVAL PRIOR TO INSTALL) 1. EXTEND FRP 1' -0" BEYOND EDGE OF WALK -IN COOLER. 2. REFER TO SHEET #A -105 FOR TILE PATTERNS & DETAILS. 3. USE LATACRETE #9235 TO WATERPROOF CONCRETE IN ENTIRE SPACE. 4. USE FF -2A ALONG CURB PERIMETER, (APPROX. 1 -TILE WIDTH), AT FLOOR SINK AREAS AND UNDER COOKING EQUIPMENT (INDICATED WITH LIGHT SHADING). USE FF -2 IN ALL OTHER FIELD TILE TRAFFIC AREAS, TYP. CONTACT: JENIFER ANDOE 949.455,1600 CONTACT: JENIFER ANDOE 949.455.1600 CONTACT: MAGGIE AMIR 818.535.6887 (TOE AND BOTTOM CABINET DOORS) FOOD DISPLAY CONTACT; ANNETTE GOLDBERG 310.988.9039 LAMINATED TO 5/8' GYP. BD. GRID SYSTEM: DONN DX WITH #66 CHROME FINISH 1/2'x24'x48' TYPE X GYP. BD. IN EXPOSED T -BAR GRID SYSTEM; DONN DX. ALUM. CLAD REVIEWED P.R. CODE COMPLIANCE APPROVED City Of Tukwila B .ILDI DIVIcr ° -,- DO5 RECEWED MAR 07 2008 FINISH NOTES PERMII GEN E R SCHEDULE ISSUED FOR PLAN CHECK uNNiv I ISSUED FOR PERMIT DOOR LOCATION FRAME DOOR DRAWN BY: - DETAILS REMARKS DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 101.DWG KENN BUTTS A.I.A. / \1/4 SHEET NUMBER: 4 -501 r<<<<<<<< CEILING WHERE OCCURS Architect 124 STAGECOACH ROAD MATERIAL TEL. (818) 999 4272 SIZE MATERIAL 3 aIS�ERED REGISTERED FINISH HEAD DETAIL JAMB DETAIL THRSH DETAIL A IN H L. BUTTS STATE Of WASHINGTON MAR p 6 20B8 TO MATCH EXISTING HOLLOW METAL ALUM. STOREFRONT RELOCATE STOREFRONT 1 02 -11 -08 DOOR TYPE ONLLSIX3 HOLLOW METAL SOLID CORE WOOD ALUM /SPANDREL GLASS WOOD /GLASS MED BRONZE ALUM STAINED PAl NTED HARDWARE GROUP 5/8" TYPE "X" GYPSUM BOARD 1/2" HOLLOW METAL y FRAME 1 3/4" DOOR O z w 2 ° ° o I ENTRY DOOR o 3' -0" x -- x 1 3/4" A 1/A-501 2/A -501 3/A -501 DOOR TO MATCH BUILDING STANDARD 1 ° -IN FREEZER - - - - - PROVIDE BY MANUFACTURER -- HARDWARE SCHEDULE DOOR TYPES PARTITION SIZE SCHEDULE JAMB / BEYOND HARDWARE GROUP NO. 1 - ENTRY DOOR (OPEN TO RELIEVE) MANUFACTURER D1 STUD GAUGE AND SPACING: IN ACCORDANCE WITH THE FOLLOWING SCHEDULE, SELECT STUD GAUGE, SIZE AND SPACING AT CONTRACTORS OPTION BUT IN ACCORDANCE WITH MAXIMUM UNBRACED SPANS BELOW AND AS VERIFIED WITH INDIVIDUAL MANUFACTURER'S PRODUCT DATA. PROVIDE MINIMUM 20 GAUGE FRAMING AROUND ALL DOORS AND OTHER OPENINGS IN PARTITIONS. 1.5 PR BUTTS 1 EA. LEVER -SET GRADE, PREPARED FOR BEST CORE, FINISH TO MATCH BUILDING STANDARD 1 EA DOOR STOP, #252F, FINISH US10B OIL RUBBED BRONZE 2 EA. 8" KICKPLATE, FINISH US10B OIL RUBBED BRONZE EACH SIDE 1 EA. CLOSER: 4041 x DKBRZ HAGER SCHLAGE HAGER BY G.C. BY G.C. A -501 3' -0" ii a2 STUD DEPTH STUD SPACING STUD GAUGE MAXIMUM LENGTH 2-1/2" 24" Q.C. 25 9'--0" DOOR HEAD SCALE: 3 " 1 ' -0" 3-TAIL 2 -1 /2" 16" O.C. 25 10' -0" *DOOR HARDWARE REQUIREMENTS SETS AND IS AS SUCH, ANY REQUIRED TO INSURE STANDARD, 7 -PIN, NO INGRESS SHALL BE TO MATCH BUILDING 1. 03 A -501 2 -1 /2" 24" O.C. 22 10' -0" . HOLLOW METAL 1. LOCK SETS SHALL HAVE A LEVER HANDLE UNLESS NOTED OTHERWISE. 2. PROVIDE SHOP DRAWINGS AND CUT SHEETS OF THE PROPOSED HARDWARE TO THE OWNER AND ARCHITECT FOR REVIEW 3. HARDWARE SETS FINISH: U510 4. VERIFY THAT EXISTING HARDWARE AT EXISTING DOORS NOT IN PUBLIC AREAS, HAS ALL FUNCTIONS LISTED IN THE HARDWARE IN PROPER WORKING ORDER. 5. DOUBLE-KEYED LOCKS ARE NOT APPROVED. (COORDINATE W/ BUILDING MANAGEMENT) 6. BUILDING MANAGEMENT INTENDS TO IMPLEMENT A UNIFIED KEY MANAGEMENT CONTROL SYSTEM THROUGHOUT ITS FACILITIES. CYLINDERS/ CORES AND KEYS REQUIRED FORA FACILITY SHALL BE OWNER SUPPLIED AS REQUIRED. CONTRACTOR IS THAT ANY OPENING SPECIFIED TO BE OPERABLE BY MECHANICAL KEY SHALL BE CONFIGURED TO ACCEPT INDUSTRY SMALL FORMAT INTERCHANGEABLE CORES ( "SFIC ") (BEST, ARROW, FALCON, COMPATIBLE). OPENINGS SPECIFIED FOR CONFIGURED SUCH THAT NP CYLINDER/ CORE IS REQUIRED. CONTACT XXXX XXXX @ XXXXX (XXX- XXX -XXXX) FOR CORPORATE PRICING AND COMPLETE HARDWARE AND DOOR PACKAGE • 2 -1 /2" 16" O.C. 22 1 1' -0" 2 -1 /2" 24" Q.C. 20 10' -O" A -501 2 -1 /2" 16" O.C. 20 1 1' -O" 3 -5/8" 24" O.C. 25 12' -0" DOOR TYPE: A 3 -5/8" 16" O.C. 25 14' -0" 3 -5/8" 24" O.C. 22 13' -0" TO MATCH BUILDING STANDARD 3 -5/8" 16" O.C. 22 15' -O" N ■ FRAME 3 -5/8 24 O.C. 20 14 -0 co 3-5/8" 16" O.C. 20 16' -0" / IJ in w > 6" 24" O.C. 25 16 ---0 6" 16" O.C. 25 19' -0" 6" 24" O.C. 22 19' --0" 6" 16" O.C. 22 22' -0" 1 3/4" 6" 24" O.C. 20 21' -0" DOOR 6" 16" O.C. 20 24' -0" 5/8" „ TYPE X „ W ALL TYPES GYPSUM BOARD DOOR DIMENSION , . , . : UNDERSIDE DECK ABOVE UNDERSIDE DECK UNDERSIDE DECK ABOVE 1 1.7”. � . UNDERSIDE DECK ABOVE PAINTABLE FIRESTOP SEALANT ON BOTH SIDES irk 1 001 20.4 ABOVE 3 5/8 "x 20 GA. METAL STUD GASSETS c' 1/4" POINTS — S. �'� E PLA % s �� � � �� F- `� ��� �� 6" SLOTTED TRACK 3 -5 f 8" BRACING UP TO MTL PECK 3 -5 f 8" BRACING UP TO MTL DECK `� O.C. ALTERNATE BRACE (SLP -TRK OR EQUAL) � � �� � � `� ®4 -0" ®4 -0" O.C. ALTERNAT BR ACE DIRECTION. SECURE TO (E) STRUCTURAL DECK pIRECTION. SECURE TO (E) STRUCTURAL DECK W/ THREE #10 1 -1 /2" SCREWS W/ THREE #10 1 -1 /2" SCREWS 3o0R JAVB DETAIL SCALE: 3 " CORRIDOR Wa� �� �� SECURE TO TRACK W/ (2) #8 SCREWS SECURE TO TRACK W/ (2) #8 SCREWS `� `� _ -4 -� F `� F � 1 W il 0°- ` � A I F� f� Ir ~ F : � =1' 0" CEILING FINISHES 5/8 GYPSUM BOARD CEILING 20 GA. fi Mm. STUDS ®16 O.C. W/ CONTINUOUS 1 1/2" COLD ROLLED CHANNEL TENANT STIFFENER ®MID HEIGHT SPAN CODE ® PLIA a APPROVED MAR 1 2006 " 20 GA. 3 -5/8 MIL STUDS O.C. W/ CONTINUOUS ®16 1/2" COLD ROLLED CHANNEL I 1 1/2 STIFFENER ®MID HEIGHT SPAN " ATTACH TO STUD W/ 2X2 X3 3/8 16 GA CUP ANGLE & 2 #8 SCREWS AT EACH LEG. I.C.B.O. 1601 # CEILING AS SCHEDULE CEILING FINISHES . 20 GA. 3 -5/8" MTL STUDS CONTINUOUS 1 1/2" O. ROLLED CHANNEL 20 GA. 3 -5/8" MTh. STUDS : " 1 OLD CONTINUOUS CHANNEL AC ATTACH TO STUD W/ 2 "X2 "X3 3/8" STIFFENER @ MID HEIGHT SPAN " ATTACH TO STUD W/ 2X2 X3 3/8 n STIFFENER 0 MID HEIGHT SPAN " ATTACH TO STUD W/ 2X2 X3 3/8 (PARTITION TYPE Al 16 GA CLIP ANGLE & 2 #8 SCREWS AT EACH LEG. I.C.B.O. 1601 # TENANT SPACE) (n -�+ V) ,�.� 16 GA CLIP ANGLE & 2 #8 16 GA CUP ANGLE & 2 #8 ruIP--444. Lu 5/8" TYPE "X" GYP. BD. BOTH SIDES SOUND ATTENUATION BLANKET OR �� � ` � �� ~ � � CEMENIIT1OUS BOARD - WHERE SCHEDULED fr STUDS TO BE SIZED AS REQUIRED TO PROVIDE ADEQUATE SUPPORT 1 LAYER 5/8" TYPE "X" GYP. BD. ca ON EACH SIDE ED . WHERE ATTEDUAT ON BLANKET 1 2" SHEATHING BOARD TO 18" A F.F. / F-'4" F� : SCREWS AT EACH LEG. I.C.B.O. # 1601 . '1 E SCREWS AT EACH LEG. I.C.B.O. # 1601 � BATT INSULATION WHERE SCHEDULED y ��♦ -� � 1 LAYER 5/8 " " TYPE X " GYP. BD. ON EACH SIDE SOUND ATTENUATION BLANKET ��; E � 1 LAYER 5/S" TYPE "X" GYP. BD. ON EACH SIDE : SOUND ATTENUATION BLANKET City Of Tukwila t:: _.. - . - . �' ® � -- ' FINISH PER SCHEDULE 1-7-1 � RAMSET AS REQUIRED I`�� I` : WHERE SCHEDULE 1 2" SHEATHING BOARD TC 18" A.F.F. / � ONE SIDE ONLY 1 8" 1/2" SHEATHING BOARD TO 1 A.F.F. / F-00 � WALL BASE FINISH WHERE OCCURS CONTINUOUS PAINTABLE FlRESTOP SEALANT ON BOTH SIDES FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB 1 DOOR z O WATER TIGHT EASIDE SIDE � EA. SIDE -EA. �3 _= ; �� I ; RAMSET AS REQUIRED SEALANT USEACHT5IDE FIRESTOP 1fi" HILTI SHOT PINS ®32" O.C. 3 1fi" HILTI SHOT PINS ®32" O.C. � I.C.B.O. #1290 CONTINUOUS SEALANT - EACH SIDE r � ~ � I.C.B.O. .B.O. #1290 CONTINUOUS SEALANT - EACH SIDE z LA DOOR THRESHOLD 2 / 6" C ONTIN A UOUS UNPUNCHED n :, /. /, : /. r : -3/4" 1: 2 MAX. SLOPE 0 WHERE WALL ABUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT PARTITION TYPE B PARTITION TYPE C PARTITION TYPE D FLOOR TILE SEALED CON CRETE o ° 4 THICKNESS THICKNESS = SEE PLANS PARTITION TYPE - 1 HOUR A 4/8" THICKNESS B 1 PARTITION TYPE C 1 5„ PARTITION TYPE GYPSUM BOARD: THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS I WA WA I I rill I rAVA -- /; : N - AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE 'S' STEEL SAME AS PARTITION TYPE 'A' EXCEPT WITH SAME AS PARTITION TYPE 'A' EXCEPT WITH SCREWS SPACE 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. SOUND ATTENUATION BATTS SOUND ATTENUATION BATTS ,� 4 RECEIVED MAR Q 7 ZO O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. PARTITION TYPE B2 PARTITION TYPE C2 U.L. NO. U465 THE FOLLOWING FASTENING REQUIREMENT SPECIFICATION FOR THE INDICATED DOCUMENTATION FOR COMPLET ALLOWABLE OPTIONS. PARTITION TYPE - ARE TAKEN FROM UL'S SAME AS PARTITION TYPE 'A' EXCEPT WITH SAME AS PARTITION TYPE 'A' EXCEPT WITH ADDITIONAL DUROCK CEMENTITIOUS BOARD ON MOISTURE RESISTANT GYP. BOARD ON ASSEMBLY. REFER TO UL'S KITCHEN AND SERVERY SIDE OF PARTITION SERVERY SIDE OF PARTITION ASSEMBLY REQUIREMENTS AND 1 HR TENANT / PERMIT CENTER DIMISING WALL (TYPICAL) A 1 SAME AS PARTITION TYPE 'A' EXCEPT WITH ADDITIONAL FIRE RATED OF WALL ASSEMBLY IS NOT REQUIRED TO EXITEND BOARD TO BE HELD MINIMUM 6" CLEAR BELOW UNDERSIDE OF DECK ABOVE TO ACCOMODATE TENANT HVAC RETURN AIR SYSTEM. 03 o R T SCALE: 3 " - R E S OLD D - TAIL REVISION I ISSUED FOR PLAN CHECK uNNiv I ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31VO REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 101.DWG KENN BUTTS A.I.A. / \1/4 SHEET NUMBER: 4 -501 r<<<<<<<< Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3 aIS�ERED REGISTERED 3fSSI ARCH TECT PERLIMINARY SUBMITTAL A IN H L. BUTTS STATE Of WASHINGTON MAR p 6 20B8 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31VO REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 101.DWG SHEET TITLE: DOOR SCHEDULE & WALL TYPES SCALE: AS NOTED SHEET NUMBER: 4 -501 r<<<<<<<< 3fSSI HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL 3140 I B0 -60 -G 01 1 02 -11 -08 90- 90 -£01 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 101.DWG SHEET TITLE: DOOR SCHEDULE & WALL TYPES SCALE: AS NOTED SHEET NUMBER: 4 -501 REVISION I J I � ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON EXTEND TUBE TO BE TIGHT TO CEILING GRID UNDERFLOOR AND STRUCTURE ABOVE, THEN INSTALL OF ROOF OR BOLT TO SECURE ONE TUBE TO THE OTHER CEILING ABOVE DESIGNED BY: — DRAWN BY: — 5 » „ REVIEWED BY: — TUBES SHALL LAP ONE ANOTHER AT LEAST • 4" IN FULLY EXTENDED POSITION. I ' FILE #: A- 700.DWG KENN BUTTS A.I.A. / SHEET NUMBER: A= 700 S Kenneth L. Butts R #12 GA. SPLAY WIRE (TYP. OF 4) 1 I 124 STAGECOACH ROAD SUPPLIED TO BULKHEAD %" PLYWOOD ON 3W 20 FAX. (818) 999 4321 3495 ft� �15;EftE� LANDLORD TO SUPPLIED BULKHEAD ±10'-6" A.F.F. GYPSUM PERLIMINARY SUBMITTAL IN PLANE OF EACH RUNNER— VERTICAL ANGLE APPROX. 45 °. ALL WIRES SECURED TO RUNNERS APPROX. 2" FROM . _ - .23. ol GA. METAL STUDS AT 16 O.C. MAX. 5 %" PLYWOOD ON 4" METAL iiva I l oi —o9 —o8 Igo— PLYWOOD ON 4 METAL STUD — RETURN SOLID SURFACE FINISH AT TOP IF VISIBLE TO PUBLIC INTERSECTION. SECTI ON 'A' DRILL 5/32" O.D. HOLE AND INSTALL 1/8" O.D. BOLT AND LOCKING NUT. 4 ,A, STUD — RETURN SOLID SURFACE FINISH AT TOP IF VISIBLE TO PUBBLIC 2 � 1' - 4" : A.F.F. MEMBER "B" CEILING 1i 6 » — 4 0±12'-10" 5 5 / PLYWOOD ON 3/ 20 GA. 3W METAL STUDS AT 16" O.C. MAX. i » ± 12 0 A.F.F. 4" METAL STUDS AT 16 " 4 . ..,..., .,s .. , ...,,, s,,... .,. P■ 2'—O" ± 12' --6" A $ '\ � I F �k 9 0 � ,�� CROSS RUNNER �O \` MEMBER t12' 6" A.F.F _ .. -CO ±12' - 2" A.F.F. _ o N F ,Y r - �•_ k::. 1<F•F,.l, F.• �F.. �•{ � •y �• b ,��. F •6,54,�_6- F,F4. 4 �rrE•: r._ r;, z: z: a. z .,,�...:.4�rr:r:<.;r;r ;;s :rz� <. ae.�,gi',,z;E..:,�s'` 2 .o rPT SLOT END OF TUBE � TO FIT OVER `� 45° TYP `i �'� _Mr t r .. `:.:5:; ?; f'.•, ..� s s .:,ti ? ,� < ` } ". ` t: . y . c " - :?-? 5' ; ?; ;:;:: :.�', ; . ; , s ,:;,; �g.- IU I! " GYP. BOARD ON 3 5 " METAL y / STUDS AT 16" O.C. MAX ±7' —O" A : .� _ — �`. . i v ' � � • : - I \ CEILING RUNNER. : •. .. r+ " " . . 4 METAL STUDS AT 16 OC MAX. VARIES 2 "GAP 1Y 2 TYP. VARIES MAIN RUNNER I PLAN Il so ISOMETRIC . 11 COMPRESSION STRUT SCHEDULE O.C. MAX. Y" THICK SOLID SURFACE " Y THICK SOLID SURFACE � s � CEILING WRAP ON " 1Y xl POWDER COATED BRONZE PLYWOOD BARS ON STAINLESS STEEL RIBBON ' ; 4 CEILING WRAP ON 5 " PLYWOOD 3 20 GA. METAL STUDS MAX. LENGTH MEMBER "A" MEMBER " B " .F.F. CORNER BEAD — TYPICAL „ . C -6" i O.D. EMT 1 1/4" O.D. EMT y" GYP. BOARD ON 3%" METAL " 8'-6" 1 1/4 " O.D. EMT 1 1/2 " O.D. EMT BACK LITE PLEX /TWIG FACADE A 5 5 C �' ` /" PLYWOOD ON 3/" 20 GA. METAL 2' -4» AT 16 " O.C. MAX. STUDS AT 16" O. MAX C. COMPRESSION STRUT SPACING TO BE 12' —O" O.C. MAX, 6' —O" MAX FROM EDGES ±1 O' -6" A.F.F. 6" . ; _ .:: ,. x = , , . . • _ , .. , , 16" STUDS AT 16 O.C. MAX. X 1" COPPER FRAME TOP AND BOTTOM 1 0 CEIL SCALE: \C GRID DETAIL NTS CE SCALE: L \G 1 1 /2 D -TAIL " =1 ' ---0" C- ILI \C SCALE: 1 1 /2 DETA ' =1 ' —0' L 1 C- SCALE: L \C DETA 1 1 /2 ' =1 ' —0" L 0 COMPRESSION GA. ± 1 0' 0" A.F.F. � 3/16 "0 FASTENER — GA. VERTICAL LANDLORD TO SUPPLIED BULKHEAD 56" PLYWOOD ON 3 20 STRUT SPLAY #12 HANGER WIRE 45° #12 BRACE WIRES O O GA. METAL STUDS AT 16" O.C. MAX. %" PLYWOOD ON 4" METAL STUD — RETURN SOLID SURFACE FINISH AT TOP IF VISIBLE TO PUBBLIC y L,_ T � I 2' —O" ±12' — 6 A.F.F. - 1 . „ io 4" METAL STUDS AT 16" Q.C. MAX. n _ O O TYP.' :.•.::...:....,,, ... >z, . ,..., , O O O CROSS • RUNNER ' O O 45° TYP. O O 2i0i, ALIGN A CEILING AND GRID AS SCHEDULED CORNER BEAD — TYPICAL Y2" T HICK SOLID SURFACE n 5 » COPPER FRAME TOP CEILING WRAP ON / PLYWOOD %" PLYWOOD ON 3 STUDS AT D 0 0 •0 1 AND BOTTOM 20 GA. METAL . ;. ;f ..,.,:,w ; t�,,, ; , ; ,. ;,�; , ; ::t >.;: MAIN RUNNER 16" O.C. MAX. -6" A.F.F. COMPLIES WITH U.B.C. STANDARD EVALUATION REPORT 1905 AND REPORT RR 23256 " GYP. BOARD ON 35/ 5 METAL 25.2, I.C.B.O. TUKWILA CITY EVALUATION 0 ±10 1 9 STUDS @ 16" O.C. 1 CL SCALE: L \G GRID D -TA NTS L 0 CE SCALE: LI \G 1 1 /2 DETAIL " =1 ' -0' CE IL SCALE: \C DETAIL 1 1 /2 " =1 ' -0" MAIN SPLICE CLIP I TEE 41 I BEND TABS C ROSS TEE CLIP WIRE SUPPORT �r WALL ANGLE �i � BACK LITE PLEX/TWIG %" PLYWOOD ON METAL STUDS AT 1"x2" COPPER v� �WEL R / FACADE 3 20 GA. . f � , f a : TIRE F f CODE CufriFLIJ NCE APPROVED MAR 1 7 2008 Y I ±10 -0" A 16" Q.C. MAX. ±10' -6" A City Of Tukwila DIVISION . >,..,3. >.. ....:,. iESESSESSEMEESSISSEESSIBISS 4 1, 8 » la I [i I ' l l r”-- , ,,..) : ,� 0 2 -0" X 4' -0" LAY —IN CEILING FRAME %" PLYOOD ON 2Y" METAL STUDS @ 16" O.C. AND GRID AS SCHEDULED " Y GYP. BOARD ON 3% n METAL STUDS NI -\, EXAUST HOOD BY OTHERS Ci MAR 0 7 2008 CENTEF l I 111 L---- AT 16" O.C. MAX ±8' -0" A.F.F. f7' -0" A.F.F. 0 (SIM.) 1Y2"x1" PAINTED COATED BRONZE BARS ON PAINTED 5 A" PLYWOOD ¢ °- `y C [g 0 CORNER BEAD — TYPICAL Yz GYP. BOARD ON 3/ METAL STUDS AT 16" Q.C. MAX PERMIT ±7' -0" A.F.F. N. 0 9 S \AP TAB GR SCALE: 3 " =1 ' -0" D S"STLV CIL \C DETA 0 C -IL SCALE: \C DETA 1 1 /2 ' =1 ' -0' L CEL SCALE: \G DETAL 1 1 /2 " =1 ' -0' REVISION I ISSUED FOR PLAN CHECK -LAYR) ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: — DRAWN BY: — 31da REVIEWED BY: — DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 700.DWG KENN BUTTS A.I.A. / SHEET NUMBER: A= 700 1.<<<< Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3495 ft� �15;EftE� STATE Qf �VASHl��TO� MAR A 6 2008 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — 31da REVIEWED BY: — DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 700.DWG SHEET TITLE: CEILING DETAILS SCALE: AS NOTED SHEET NUMBER: A= 700 1.<<<< <<<< ISSUE HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL iiva I l oi —o9 —o8 Igo— eo- 90 -21 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — CHECKED BY: — REVIEWED BY: — DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 700.DWG SHEET TITLE: CEILING DETAILS SCALE: AS NOTED SHEET NUMBER: A= 700 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT DECORATIVE PIPES TERMINATE I LACUNA CREAM STONE TILE TO BE PROCURED BY LANDLORD ±2'-6" A.F.F. 31da REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 701.DWG SHEET TITLE: DETAILS & MISC. KENN BUTTS A.I.A. / r<i< ul I LJ Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 AT OR BEFORE SIGN BOX SET IN PLUG BEFORE ANCHORING 24e; REGISTERED m OPPISTE END AT TRIM SLEEVE PIPE WELDED TO SIGN STATE OF WASHINGTON AAR 0 6 2008 BOX s0 -60 -101 so- lL -zol s0 -90 -201 LACUNA CREAM STONE TILE n nn FRAME OF SIGN BOX HEAVY TO BE PROCURED BY LANDLORD GAUGE METAL %" GYP. BOARD ON 6" METAL STUDS AT 1 6" O.C. 0 4 \E PEIR DETAIL SCAL 1 /2 " = ' -0" \EUTRAL_ PH SCALE: 1 /2 " - = ' - 0" R DETA L✓ FINISH BY OTHER TENANT BOARD ON 20 GA. STUDS @ 1 6" O.C. FINISH BY OTHER CREAM STONE TILE PROCURED BY STEEL REVEAL CREAM FINAL STONE SPACING TILE PROCURED BY CONTRATOR TO - CONSULT LANDLORD FOR FI'JAL CREAM STONE TILE PROCURED BY OF SIGN BOX WALL LACUNA CREAM STONE TILE TO %" GYPSUM 6" METAL REVEAL TENANT LACUNA BE PROCURED BY LANDLORD DECORATIVE PIPES TERMINATE - AT OR BEFORE SIGN BOX TO BE _ANDLORD FOUR RECESSED SET SCREWS (2 EA. SIDE) MINIMUM 10 LEEVE PIPE WELDED TO SIGN ' y" STAINLESS J '.' i Al. ,� BOX �4 TO BE SIGNAE THICK ACRYLIC SLI TGHT I WITH SIGNAGE BOX FRAME BY TENANT - JANDLORD TO DETERMINE FOR PIPES WITH APPROVAL LACUNA APPROVE COLOR NON- ILLUMINATED SIGN BOX BY JADLORD iiiiiiiii N LACUNA CREAM STONE TILE TO BE PROCURED BY LANDLORD TO BE LANDLORD FRAME 11=FMH THICK SURFACE L ED JOHNNY ROCKETS LOGO AND SIGNAGE .� I N fl \-TAL P- IR D- TA SCALE: 1 /2"=1'-0" L_ \ E SCALE: ,TRAL P- IR D HTA -0" 1 /2"=V-0" L_ 01.°C0111 Go* ���OVE VC1% V " OI a � Z ° D 5 .„)),..iii, RECEIVED MAR 07 2008 PERMIT CENTER V1 Y," 'GREY CORIAN PEWTER' ON /" GYPSUM BOARD 1/4" STAINLESS STEEL REVEALS ±1O' -2" A.F.F. - _ _ $ CONTINUOUS PIPE FOR SIGN BOX SUPPORT ,,, n FRAME OF SIGN BOX HEAVY GAUGE METAL DECORATIVE PIPE WITH PAINTED FINISH BY LANDLORD - NOTE: NOT ALL PIPES PASS THROUGH - COLOR TO BE DETERMINE JAGUNA CREAv STONE TILE TO BE PROCURED BY LANDLORD GLASS WALL BY TENANT 0 3 \ H SCALE: JTRAL_ P- 1 /2 "= 1 ' -0" I R D 'TA L_ REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC-2 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 701.DWG SHEET TITLE: DETAILS & MISC. KENN BUTTS A.I.A. / r<i< Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 24e; REGISTERED AR ITECT N H L. BUTTS STATE OF WASHINGTON AAR 0 6 2008 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 701.DWG SHEET TITLE: DETAILS & MISC. SCALE: AS NOTED SHEET NUMBER: A -701 r<i< «« a 3f1SSI HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL] 31da I s0 -60 -101 so- lL -zol s0 -90 -201 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 701.DWG SHEET TITLE: DETAILS & MISC. SCALE: AS NOTED SHEET NUMBER: A -701 REVISION I ISSUED FOR PLAN CHECK , ISSUED FOR PERMIT 1 BLOCKING ISSUED FOR: DESIGNED BY: — x PLASTIC LAMINATE ON FIXED SHELF PLASTIC LAMINATE ON %" PLYWOOD CABINIET DOOR STAINLESS STEEL PULLS REVIEWED BY: — DATE: 03.06.2008 1' -012" FILE #: A- 702.DWG ON 8" PLYWOOD CABINIET DOOR KENN BUTTS A.I.A. Butts ROAD CA. 91307 999 4272 999 4321 SHEET NUMBER: A -702. — Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) N REGISTERED AR ITECT ENNETH L. BUTTS STATE OF WASHINGTON MAR 0 6 2008 I « 9_ , Z 'I Y" SOLID SURFACE COUNTERTOPS ON Y PLYWOOD 1 BLOCKING ON AND EDGE 3fSSI HEALTH DEPARTMENT SUBMITTAL x 2' -3" PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL F31da l �.e., rr oirT7.. eo— I1 —zol r:Aigar di iiiL FLOOR FINISHED REVISION I ISSUED FOR PLAN CHECK , ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: — DRAWN BY: — 31da REVIEWED BY: — DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 702.DWG SHEET TITLE: MILLWORK SECTIONS KENN BUTTS A.I.A. Butts ROAD CA. 91307 999 4272 999 4321 SHEET NUMBER: A -702. Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) N REGISTERED AR ITECT ENNETH L. BUTTS STATE OF WASHINGTON MAR 0 6 2008 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — 31da REVIEWED BY: — DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 702.DWG SHEET TITLE: MILLWORK SECTIONS SCALE: AS NOTED SHEET NUMBER: A -702. aaaaaaa 3fSSI HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL F31da l 20 -60 -101 eo— I1 —zol 80 -90 -201 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — CHECKED BY: — REVIEWED BY: — DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A- 702.DWG SHEET TITLE: MILLWORK SECTIONS SCALE: AS NOTED SHEET NUMBER: A -702. f ' -0" Y TEMPERED GLASS - SNEEZE GUARD Y" SOLID SURFACE COUNTERTOP AND EDGE \ ON 4" PLYWOOD BLOCKING BEYOND COVE LIGHTING TO HIGHLIGHT STONE 1" THICK STONE VENEER ON Y" PLYWOOD EQUIPMENT BY OTHERS FINISHED FLOOR 1x BLOCKING BEYOND BASE AS SCHEDULED Y" THICK POLISHED STONE PLASTER ON COUNTER AND EDGE Y SOLID SURFACE COUNTERTOP AND EDGE ON Y" PLYWOOD WOOD BLOCKING COVE LIGHTING TO HIGHLIGHT STONE 1" THICK STONE VENEER ON Y" PLYWOOD Y THICK POLISHED STONE PLASTER ON 2- LAYER OF Y" PLYWOOD 1X BLOCKING BASE AS SCHEDULED 09 '.4 X614 .(eX..! /:,[� <! % ' F7 , l eke '47,7 .l ' y,l /.,' l : '4 • 22' A. f . 2' 4 , 4 2' -4" n q•:� :1�� «. .F 1 co (0 Y TEMPERED GLASS - SNEEZE GUARD Y2 POLISHED STONE PLASTER ON COUNTERTOP AND EDGE 3" METAL ANGLE SUPPORT 1x BLOCKING BEYOND BASE AS SCHEDULED FINISHED FLOOR 2' -4" SODA FQ: - •N �;�.J, ..sue � OTHERS -2 " EQ. F: r 2 r: fi n A 4 2' 63/ A: 4 5 2 co N CO 7 Y TEMPERD GLASS Y" SOLID SURFACE COUNTERTOP VERIFY CUTOUTS OPENING FOR SODA FOUNTIAN EQUIPMENT Y2" SOLID SURFACE COUNTERTOP ON 4" PLYWOOD 1x BLOCKING BEYOND STAINLESS STEEL CABINET LOCKS STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE INTERIOR - TYPICAL PLASTIC LAMINATE ON CABINET DOOR FINISHED FLOOR 1x BLOCKING BEYOND 10 11 KITCH- \ ISLA \D V SCALE: 1 1 /2"— 1 ' —0" LLWORK SHCT O\ 06 v LLWORK S CT SCALE: 1 1 /2 " =1 ' -0" O\ S V. AT RECESSI D COVPARTVE V ILLWORK SECT O\ SCALE: 1 1 /2"-= 1 ' —0" VILLWORK SECTO SCALE: 1 1 /2 " =1 ' -0" MILLWORK S -CT O SCALE: 1 1 /2 " =1 ' -0" MENU BOARD BY OYHERS EQUIPMENT BY OTHERS Y THICK SOLID SURFACE ON COUNTERTOP AND EDGE WOOD BLOCKING COVE LIGHTING TO HIGHLIGHT STONE STAINLESS STEEL PULLS AND CABINET LOCKET Y" THICK POLISHED STONE PLASTER ON SIDE COUNTER PLASTIC LAMINATE ON BASE CABINET 1X BLOCKING BASE AS SCHEDULED D " 3' -9" V.I.F. 1' -0" " Ado7wmonwoolowom wat i 1 T 1 I i I XI 3 _ ii " Y2" SOLID SURFACE COUNTERTOP Y " SOLID SURFACE COUNTERTOP AND EDGE \ \ ON %" PLYWOOD 1x BLOCKING BEYOND STAINLESS STEEL CABINET LOCKS STAINLESS STEEL CABINET PULLS EQUIPMENT BY OTHERS PLASTIC LAMINATE INTERIOR 0 — TYPICAL PLASTIC LAMINATE ON CABINET DOOR 1x BLOCKING BEYOND BASE AS SCHEDULED FINISHED FLOOR K TC F\ SLA \D SCALE: 1 1 /2 " -1 ' -0" V 1 LLWORK SECTO 1 x BLOCKING PLASTIC LAMINATE ON 8" PLYWOOD CABINIET DOOR STAINLESS STEEL PULLS ON %" PLYWOOD CABINIET DOOR Y2" SOLID SURFACE ON COUNTERTOPS AND EDGE FLOOR FINISHED 0 N 0 N 'co N \ 2' -6" x} N 1' -0y2" • 2 I mmmilmazmummunnmmwer NEM MEW 03 o_ N STAINLESS STEEL PULLS ON 8" PLYWOOD CABINIET DOOR Y" SOLID SURFACE COUNTERTOP AND EDGE ON Y" PLYWOOD WOOD BLOCKING COVE LIGHTING TO HIGHLIGHT STONE 1" THICK STONE VENEER ON Y" PLYWOOD 1Y" METAL ANGLE TOP AND BOTTOM PLASTIC LAMINATE ON BASE CABINETS 4 "6 CUTOUTS PLASTIC LAMINATE THROUGHOUT INTERIOR BASE AS SCHEDULED 0 v LLWORK W/ SCALE: 1 1 /2 " =1 ' —0" A \D S SECT O\ ' -0" Y" THICK TEMPERED GLASS - SNEEZE GUARD Y SOLID SURFACE COUNTERTOP AND EDGE ON Y" PLYWOOD WOOD BLOCKING COVE LIGHTING TO HIGHLIGHT STONE 1" THICK STONE VENEER ON Y2" PLYWOOD EQUIPMENT BY OTHERS WOOD BLOCKING BASE AS SCHEDULED 05 MILLWORK W/ A \D S SCALE: 1 1 /2 " =1 '-0" K SECT o V LLWOR W/ SODA SCALE: 1 1 /2 " =1' -0" V AC E 1 x BLOCKING PLASTIC LAMINATE ON 58" PLYWOOD CABINIET DOOR STAINLESS STEEL PULLS ON 8" PLYWOOD CABINIET DOOR /2" SOLID SURFACE ON COUNTERTOPS AND EDGE EQUIPMENT BY OTHERS FLOOR FINISHED a \ \ D I N 2' -6" :I I • 01 Do SEWED FOR CODE COMPLIANCE APPROVED MAR 17 2008 aty Of Tu I : DIMS _0l : J RECEDED MAR 0 7 2008 PERMIT CENTER V LLWORK S- CTIO\ SCALE: 1 1 /2 " =1 ' -0" v ILLWORK SLCTIO\ SCALE: 1 1 /2 " =1 —0" iJ • ITf REVISION I ms's ISSUED FOR BIDDING 2600 SOUTHCENTER MALL, SPACE # FC -2 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — 31da REVIEWED BY: — DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A -703. DWG KENN BUTTS M.A. Butts ROAD CA. 91307 999 4272 999 4321 SCALE: AS NOTED SHEET NUMBER: Am703 Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) 3405 REGISTERED 175 '. .a L IuS STS OF WASHINGTON _ AR BAR 0 6 2008 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — 31da REVIEWED BY: — DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A -703. DWG SHEET TITLE MILLWORK SECTIONS SCALE: AS NOTED SHEET NUMBER: Am703 K aaaaaaaC 3f1SSI HEALTH DEPARTMENT SUBMITTAL PERLIMINARY SUBMITTAL PLAN DEPARTMENT SUBMITTAL & WESTFIELD FINAL SUBMITTAL1 3 Lva I 90 -60 —Gal 90— LI —Z0l 90- 90 —£0l ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — CHECKED BY: — REVIEWED BY: — DATE: 03.06.2008 JOB NUMBER: 07936 FILE #: A -703. DWG SHEET TITLE MILLWORK SECTIONS SCALE: AS NOTED SHEET NUMBER: Am703 JD SURFACE ERTOP ON 3 /a DD :SS STEEL CABINET =SS STEEL CABINET LAMINATE )R - TYPICAL LAMINATE ON T DOOR \S SCHEDULED )CKING BEYOND iPMEM 0 i i 0 2. N " Y " SOLID SURFACE TILE AS SCHEDULED 3' -0" FrACVOC r A � r. rr rr �% /.i /• / + / /•r•rrr•r••rr•r A 6 3 4 " A A 4 N 04 '<ITCH \ SSA \D VILLWORK S SCALE: 1 1 /2 " =1 ' -0" - CT 0 \ N „ Yi" SOLID SURFACE COUNTERTOP AND EDGE WOOD BLOCKING STONE TILE ON Y PLYWOOD WOOD BLOCKING VOS '<ITC E\ S A\ C V1LLWORK SECT SCALE: 1 1/2"=l'-O" o SOLID SURFACE COUNTERTOP ON %" PLYWOOD STAINLESS STEEL CABINET LOCKS STAINLESS STEEL CABINET PULLS PLASTIC LAMINATE INTERIOR - TYPICAL PLASTIC LAMINATE ON CABINET DOOR BASE AS SCHEDULED 2x BLOCKING BEYOND i 3" Y" TEMPERED GLASS 2' -4" Y" SOLID SURFACE COUNTERTOP ON WOO>� BLOCKING STONE TILE ON BACKSPLASH -� 2;d t p' f. r Q. 6 3 4 " ij EQ. a v 4 N F F r A f fi CO ca 1' -6" 2. 06 TCI E\ ISLA\D VILLWORK S SCALE: 1 1/2"=l'-O" - C 0 N / itr ririli i/ iZZZZA/ 17i iiii i iiiiiiWiIrrr/Z/ieri.Z/Z1iti./Z/A L1/iiir././ c " /X! /rl / {r 11 Cr 111 ! !6 7l flr r7 r 4 - A F A 2 -4" /r / /'r! /6 / rll! N N ) Y" TEMEPED GLASS - SNEEZE GUARD Y" THICK POLISHED STONE PLASTER ON COUNTERTOP AND EDGE ON 2 LAYER OF Y PLYWOOD 3" METAL ANGLE SUPPORTS Y" THICK SOLID SURFACE ON COUNTERTOP AND EDGE STAINLESS STEEL PULLS AND CABINET LOCKET PLASTIC LAMINATE ON BASE CABINET 1X BLOCKING 4" BASE AS SCHEDULED 0 1 Y SOLID SURFACE COUNTERTOP AND EDGE WOOD BLOCKING l" SOLID SURFACE COUNTERTOP AND EDGE ON Y" PLYWOOD STONE TILE ON /" PLYWOOD EQUIPMENT BY OTHERS WOOD BLOCKING 02 /K ITC E\ I S LA\ D V LLWO R/K S ECTI O\ SCALE: 1 1 /2 " =1 ' -0" ' TC E\ SLA\3 VILLWORK SECTION SCALE: 1 1 /2 " =1 ' -0" V.I.F. 3' -0" 6 %" /2" SOLID SURFACE COUNTERTOP AND EDGE WOOD BLOCKING /" SOLID SURFACE COUNTERTOP AND EDGE ON Y" PLYWOOD STONE TILE ON %" PLYWOOD EQUIPMENT BY OTHERS WOOD BLOCKING RECEWEP MAR 0 7 2008 PERMIT CENT' 03 TC E\ SLA \D MILLWORK SECT SCALE: 1 1 /2 " =1 ' -0" o r" 'F \V Q U N _ H HAL \ CDT SECTION 1 CONSTRUCTION INFORMATION AA FOOD SERVICE PLANS ARE PROVIDED FOR THE SOLE PURPOSE OF INDICATING LOCATIONS OF AND REQUIREMENTS FOR EQUIPMENT ONLY. THESE PLANS ARE NOT TO BE USED FOR CONSTRUCTION. FOR GENERAL CONSTRUCTION REQUIREMENTS SEE ARCHITECTS AND /OR ENGINEERS PLANS AND SPECIFICATIONS. CD APPROXIMATE TIME BUILDING OR REMODELING WILL START: DATE: XXXXX CD APPROXIMATE TIME BUILDING OR REMODELING WILL BE COMPLETED: DATE: XXXXX O ARCHITECT: NAME: STREET CITY: STATF: PHONE C E CONTRACTOR: NAME: "TO BE DETERMINED" STREET CITY: STATE. PHONE: SECTION 2 PLAN CHECK GUIDE THE FOLLOWING NOTES AS SHOWN CAN BE FOUND INCORPORATED INTO THE PLANS ON THE SHEET AS INDICATED. THIS IS TO AID THE SANITARIAN IN PLAN CORRECTION. ® SHT F -0 GEN. CONTR. SHALL PROVIDE A SMOOTH, NONABSORBENT, EASILY CLEANABLE SURFACE. LIGHT IN COLOR FOR WALLS AND CEILINGS OF FOOD SERVICE AREAS. SEE FINISH SCHEDULE THIS SHEET. © SHT F_.0 GENERAL CONTRACTOR SHALL PROVIDE A SMOOTH, COVED SURFACE AT THE JUNCTION OF WALLS AND FLOORS IN ALL FOOD SERVICE AREAS. GROUT SHALL BE SMOOTH AND FINISHED FLUSH WITH THE SURFACE OF THE TILE. SEE DETAIL BELOW. WALL QUARRY OR CERAMIC TILE COVE BASE 3/8" MIN. FEATHERED CONCRETE FLOOR aD SHT F -0 "10 BE DETERMINED" • DETAIL AT WALK -IN BOX FLOOR METAL FLOOR METAL A NSF COVE TILE FLOOR METAL BOX POLY INSULATION TILE METAL C NSF COVE QUARRY OR CERAMIC TILE COVE BASE 3/8" MIN. R TILE FLOOR TYPICAL TOILET ROOM TO CONSIST OF 1. MIRROR AND SOAP DISPENSER (P +40" 2. PAPER TOWEL DISPENSER (0 +40" 3. CERAMIC OR QUARRY TILE WAINSCOT AT URINAL (4 +48" H. 4. SANITARY PAPER DISPENSER 5. 1 1/4" DIA. GRAB BARS AT +33 ". 1-1/2" CLEAR. 6. TOILET PAPER DISPENSER © +39" 7. LAVATORY AT 29 1/2" CLEAR BELOW 8. SEAT COVER DISPENSER 9. TOILET AND SEAT 10. URINAL WALL MTD. NSF COVE METAL COVE WALL SLAB • TILE COVE FEATHERED QC SHT F GENERAL CONTRACTOR TO PROVIDE A SMOOTH, NONABSORBENT WASHABLE WALL BEHIND AND ADJACENT TO ALL PLUMBING FIXTURES IN THE TOILET RMS. IF A URINAL IS TO BE PROVIDED, TILE WILL BE USED 2' -0" W. X 4' —D" H. W /URINAL CENTERED. SPLASH GUARD WILL BE PROVIDED. SLAB 6" MIN. 0 SHT. F -1 TYPE OF COMFORT COOLING IN BUILDING: 1 REFRIGERATED AIR CONDITIONING .2. EVAPORATIVE COOLING _3 NO COOLING SYSTEM aF SHT. N/A TOTAL SEATING CAPACITY aG SHT. F - 1 EQUIPMENT SHOWN ON PLAN WILL BE EITHER MOUNTED ON 6" ADJ. S/S N.S.F. APPROVED LEGS. MOUNTED ON CASTERS N.S.F. APPROVED MIN. 6" OFF FIN. FLOOR OR CURB, MT'D. MIN. 3" H. AND SEALED TO FLOOR. SEE DETAIL: LEGS • CASTERS • CURB • 6" MIN QH sHT. F - 1 SNEEZE GUARD KITCHEN EQUIPMENT CONTRACTOR TO PROVIDE AN APPROVED SNEEZE GUARD FOR PROTECTION OF ALL EXPOSED FOOD ALONG THE CUSTOMER SELF — SERVING COUNTERS. ITEM NO._20 10 SHT. N. /A DIPPER WELL KITCHEN EQUIPMENT CONTRACTOR TO PROVIDE A WATER SUPPLIED ICE CREAM DIPPER WELL IN THE AREA OF THE ICE CREAM SERVING CABINET. ITEM NO. O SHT F - 1 JANITORIAL SINK GENERAL CONTRACTOR SHALL PROVIDE A SINGLE COMPARTMENT WALL — MOUNTED JANITORIAL SINK WITH HOT AND COLD RUNNING WATER. FOR GENERAL CLEAN UP ACTIVITIES. ITEM NO. 6 ® SHT F -1 UTENSIL /POT WASH SINK FOR DISPOSABLE SINGLE SERVICE EATING AND DRINKING UTENSILS ARE USED AND WHERE MULTI —USE UTENSILS POTS AND PANS ARE WASHED BY HAND, K.E.C. SHALL PROVIDE AT LEAST A .3—COMP. SINK WITH SOUBLE METAL DRAINBOARDS THE SINK IS CAPABLE OF HOLDING ATHE LARGEST UTENSIL AND THE DRAINBOARDS SHALL BE AT LEAST AS LARGE AS THE LARGST SINK COMP. ITEM NO. 2 ® SHT. F- 1 HAND SINK GEN. CONT. OR K.E.0 WILL PROVIDE A ONE — COMPARTMENT SINK WITH HOT AND COLD WATER UNDER PRESSURE AND SOAP FROM A PERMANENTLY INSTALLED SOAP AND DISP. WITH SINGLE USE TOWELS. ITEM NO. 13 & 56 . • SHT F -0 CASTERS WINDOWS 4" MIN SEATS CURB GEN. CONTR. WILL SEE THAT OPENABLE WINDOWS SHALL BE SCREENED WITH NO MORE THAN 16 MESH SCREENING. ALL FOOD SERVICE PASS— THROUGH OPENINGS TO THE OUTSIDE SHOULD BE LIMITED TO A MAX. SIZE OF 216 SQ. IN. THE MIN. DISTANCE BETWEEN THE OPENINGS MAY NOT BE LESS THAN 18 IN. THE COUNTER SURFACE OF THE PASS— THROUGH WINDOW MUST BE SMOOTH, FREE OF CHANNELS, CREVICES AND BE EASILY CLEANABLE. ® SHT N/A DELIVERY DOORS GEN. CONTR. SHALL PROVIDE ALL DELIVERY DOORS LEADING TO THE OUTSIDE WILL BE SELF — CLOSING AND SHALL BE PROVIDED WITH AN EFFECTIVE OVERHEAD AIR CURTAIN OR FLY FAN. ITEM NO. — ® SHT. F - 0 ENTRANCE DOORS GEN. CONTR. SHALL PROVIDE ALL ENTRANCE DOORS LEADING TO THE OUTSIDE SHALL BE SELF — CLOSING. aP SHT. F - 0 TOILET ROOM DOORS GEN CONTR. SHALL PROVIDE CLOSERS ON ALL TOILET ROOM AND DRESSING ROOM DOORS. SINGLE USE TOILETS WILL HAVE PRIVACY LOCKS. © SHT. F - 0 GARBAGE AND TRASH AREA THE OWNER SHALL PROVIDE FOR THE STORAGE AND CLEANING OF GARBAGE AND TRASH CONTAINERS PER CODE. 0 SHT. F - 1 VECTOR CONTROL GEN. CONTR. TO SEE THAT OPENINGS AT BASE AND SIDE OF EXTERIOR DOORS SHALL NOT EXCEED 1/2". ALL EXTERIOR WALL PIPE OR OTHER OPENINGS SHALL BE TIGHTLY SEALED. ALL EXTERIOR WALL VENTS SHALL BE PROPERLY SCREENED WITH 1/4" HARDWARE CLOTH SCREENING. TO SHT. F - 1 HOT WATER HEATER GEN CONTR. TO PROVIDE A HOT WATER HEATER OF ADEQUATE CAPACITY TO FURNISH A CONTINUOUS SUPPLY OF HOT WATER FOR ALL LAVATORIES, DISH AND UTENSIL WASHING FIXTURES, ETC., H. W. HEATER IS TO BE MT'D. ON 6" LEGS OFF FLOOR AND CLEAR ALL WALL BY A MIN. OF 6" PER CODE. ITEM NO. 1 ® SHT. F -2 DISHWASHING MACHINE 1 N.S.F. STANDARD NO. 3 APPROVED MF'G. DISHWASHER AND STN'D. NO. 5 APP. MF'G BOOSTER HEATER +180 DEG. F. WITH MECH. EXHAUST VENTILATION AS REVD. ABOVE 2. N.S.F. STANDARD NO. 3 APPROVED MF'G. DISHWASHER, LOW —TEMP. CHEMICALLY SANITIZED +140 DEG. F. TOILET & DRESSING FACILITIES SINGLE TOILET ROOM: 4 ea. EMPLOYEES SINGLE DRESSING ROOM: MIN- 20 SQ. FT. SEPERATE TOILET ROOM: 5 OR MORE EMPLOYEES SEPERATE DRESSING ROOM: MIN. 20 SQ. FT. PUBLIC TOILETS • 1. SEPERATE TOILET ROOMS FOR EACH SEX: 2. URINAL FOR MEN: WO SHT. F - 1 HOODS AND DUCTS K.E.C. OR G.C. SHALL PROVIDE EXHAUST VENTILATION SYSTEM AS REQUIRED BY CODE AT OR ABOVE ALL COOKING EQUIPMENT. ITEM NO. 28,35, 44 NA GARBAGE DISPOSAL aX SHT 1. DISPOSAL IN DISHTABLE: 2. DISPOSAL IN CONE IN DRAINBOARD AS PER CODE: 3. DISPOSAL IN SINK IN ADDITIONAL COMPARTMENT: • 4. PRE —RINSE PER CODE: • SHT. F - 3 LIGHTING : G. C. SHALL PROVIDE AT ALL BAR AND FOUNTAIN GLASS WASHING SINKS, ALL DISHWASHING AREAS, AND ALL FOOD PREP AREAS AT LEAST 20—FOOT CANDLES OF LIGHT, 30" ABOVE THE FLOOR. FOOD AND UTENSIL STORAGE ROOMS, TOILET AND DRESSING ROOMS SHALL BE PROVIDED WITH AT LEAST 10 —FOOT CANDLES OF LIGHT. LIGHT FIXTURES SHALL BE DESIGNED FOR CLEANABILITY. LIGHT FIXTURES IN FOOD PREP, FOOD STORAGE AND DISHWASHING AREAS SHALL BE PROTECTED AGAINST BREAKAGE THROUGH USE OF PLASTIC SHIELDS, PLASTIC SLEEVES, SHATTERPROOF BULBS AND /OR OTHER APPROVED DEVICES. ® SHT F - 0 VENTILATION G. C. SHALL PROVIDE APPROVED VENTILATION THROUGHOUT ESTABLISHMENT (INCLUDING TOILET ROOMS AND DRESSING ROOMS) TO KEEP ALL AREAS REASONABLY FREE FROM EXCESSIVE HEAT, STEAM, CONDENSATION, SMOKE, VAPORS ETC., AND TO PROVIDE A REASONABLE CONDITION OF COMFORT FOR ALL EMPLOYEES WORKING THERE. SECTION 3 INSTALLATION OF EQUIPMENT i GAPS AND SPACES BETWEEN EQUIPMENT BASE AND TOP OF ISLANDS SHALL BE SEALED WITH A NONHARDING SEALANT (SILICONE SEALANT). ALL EQUIPMENT ON COUNTERS, TABLES AND SHELVES THAT ARE NOT EASILY LIFTED ARE TO BE INSTALLED ON APPROVED 4" INCH LEGS, OR SEALED TO TABLE, SHELVES, ETC., BY K.E.C. ALL EQUIPMENT, FLASHING, AND BACKSPLASHES ARE TO BE ADEQUATELY SEALED TO WALL AND TO ABUTTING EQUIPMENT OR MOVED AWAY FROM THE WALL 6" FOR EVERY 4 —LIN. FEET OF EQUIPMENT FRONTAL LENGTH OR AWAY FROM EACH OTHER. SOLDERING, WELDING, APPROVED SEALANTS, OR "T" CAP MOULDING MAY BE USED. A MIN. OF 30" CLEARANCE BE PROVIDED FOR ALL AISLES. BY K.E.C. (;) SHELVING SHALL BE CONSTRUCTED IN AN EASILY CLEANABLE DESIGN OF SMOOTH METAL OR WOOD WHICH HAS BEEN FINISHED AND SEALED. BOTTOM SHELF AT +6" OFF FINISHED FLOOR BACK OF SHELVES 1" CLEAR OR SEALED. BY K.E.C. OR G.C. ® PLUMBING, GAS, AND ELECTRICAL PER LOCAL CODE: SEE EQUIPMENT /FIXTURE PLUMBING PLAN SEE EQUIPMENT /FIXTURE ELECTRICAL PLAN SPECIAL NOTES ( *)NOTE: UGHT COLOR WILL ALSO HAVE AT LEAST A 70% UGHT REFLECTANT VALUE. CONCRETE SEALER: COVED BASE: NOTE:NO DAL TILE ACCEPTED LARR #2217 PLAN CHECK CONSTRUCTION NOTES PLAN APPROVAL STAMP ROOM FINISH SCHEDULE C) 0 0 LL LLI m (I) J U) C') z _ J W 0 CONCRETE SMOOTH WITH SEALER QUARRY TILE CERAMIC TILE EPDXY VINYL WOOD CARPET METAL (GALVANIZED) CONCRETE COVED RADS. W /SEALER QUARRY TILE COVED RADIUS (3/8" MIN.) CERAMIC TILE COVED RADIUS (3/8" MIN.) WOOD • • VINYL CONTINUOUS COVED RADIUS (3/8" MIN.) METAL RADIIUS (3/8 MIN.) MIN.) FIBERGLASS • (FIBERGLASS REINF. PANEL) CERAMIC TILE VINYL COVER'G STAINLESS STEEL METAL (ALUMINUM) GYPSUM BOARD (5/8" THICK) VINYL ACOUSTICAL (WASHABLE TILE) PLASTER (SEALED) MARLITE • METAL (ALUMINUM) GYPSUM BOARD (5/8" THICK) • • • • • • • • z W I O HH- • • • • LU O O U J • • • • • • • • THE ENCLOSED PLANS ARE DESIGNED WITH THE PRINCIPAL REQUIREMENTS FOR THE SATISFACTORY CONSTRUCTION AND OPERATION OF AN EATING AND DRINKING ESTABLISHMENT FOR: OWNER STREET • CITY: STATF ZIP : PHONE • NAME AND LOCATION OF NEW ESTABLISHMENT : NAME : SHARKYS — SOUTH CENTER MALL STREET : CITY: • FAST FOOD: CAFETERIA: DINING: NO. OF EMPLOYEES: NO. OF SEATING: PAPER SERVICE: SELF— SERVICE: BAR & LOUNGE: BEER & WINE: LIQUOR: COOKING: • • STATE : WASH. ZIP • — DISHWASHING: FOOD TO GO: CATERING: VENDING: INDOOR SEATING: OUTDOOR SEATING• SNACK BAR: DRIVE THRU: FREE STAND'G- BLDG• STRIP CENTER: MALL: • • SHEET NO. F -0 F -1 F -1 F -2 F -2 F -3 F -3 F -4 FD FN BUILDING CONDITIONS PLAN REFLECTIVE CEILING PLAN REMARKS 6" HIGH CONTINUOUS COVED BASE W/3/8" RADS. MIN. 6" HIGH BASE 6" HIGH BASE CONTINUOUS COVED — 6" HI. CERAMIC WAINSCOT IN TOILET © +48" HI. BEHIND COOKING LINE PAINTED — SEMI —GLOSS ENAMEL,LIGHT COLORED PAINTED — SEMI —GLOSS ENAMEL, LIGHT COLORED INDEX TO PLANS DESCRIPTION ENVIROMENTAL GENERAL NOTES FIXTURE & EQUIPMENT FLOOR PLAN FIXTURE & EQUIPMENT SCHEDULE EQUIPMENT PLUMBING PLAN EQUIPMENT ELECTRICAL PLAN EXHAUST DATA PLAN(S) FIXTURE AND EQUIPMENT DETAILS FIXTURE AND EQUIPMENT NOTES THE FOOD SERVICE EQUIPMENT FURNISHED IN THE ENCLOSED DRAWINGS SHALL BE MANUF'G. AND FAB. TO MEET THE FOLLOWING: 1. N.S.F. NATIONAL SANITATION FOUNDATION 2. U.L. UNDERWRITERS LABORATORY .3. A.G.A. AMERICAN GAS ASSOCIATION 4. A.S.M.E. AMERICAN SOCIETY OF MECHANICAL ENGINEERS 5. N.F.P.A. NATIONAL FIRE PROTECTION ASSOCIATION A) 0S REVIEWED FOR CODE COMPLIANCE ; APPROVED MAR 1 7 2008 City Of Tukwila • _ B _ ILDI - D::: ION 0 z J w I- 0 REVISION DRAWN BY: CAD APPROVED BY: ROSE DATE: 03/03/08 PROJECT NUMBER SCALE: 1/4"=V-0" SHEET F-O OF RECEIVED MAR 07 2008 PERMIT CENTS ; R KENNETH L. BUTTS STATE OF WASHINGTON EQUIPMENT AND UTILITY SCHEDULE EQUIPMENT PLUMBING ELECTRICAL ITEM DESCRIPTION QTY MANUFACTURE /MODEL N0. REMARKS HW FUEL CW GAS WASTE VOLT. KW AMPS HP PH CONN. REMARKS CONN MBTU DIR. I.W. REMARKS DIRECT OUTLET 1 HOT WATER HEATER 1 BY PLUMBER 1/2" 1/2" 100 2 THREE COMPARTMENT SINK 1 CUSTOM ST /ST . 1/2" 1/2" 2" I.W. TO FLOOR SINK 3 WALL SHELF /POT RACK 1 CUSTOM ST /ST 4 WALL FLASHING 1 LOT CUSTOM ST /ST 5 SPARE NUMBER 6 MOP SINK W /FAUCET 1 ADVANCE #9 —OP -28 1 /2" 1 /2" 2" TRAP BELOW FLOOR 7 WALL SHELF 1 CUSTOM ST /ST 8 MOP /BROOM HANGER 1 RUBBERMAID #1992 9 EMPLOYEE LOCKERS 1 LOT REPUBLIC 10 OFFICE FURNITURE 1 LOT BY OWNER 120 * 1 X VERIFY W /OWNER 11 SHELVING 1 LOT METRO NK3 SERIES 12 U/C HTD. CABINET 2 ALTO SHAAM #750 - /STD 120 8.6 1 X 13 HANDSINK 1 ADVANCE #7 —PS -20 1/2" 1/2" 1 DIRECT WASTE 14 WORKTABLE 1 CUSTOM ST /ST 15 WALL SHELVES 2 CUSTOM ST /ST 16 U/C HTD. CABINET 1 ALTO SHAAM #750 —S /STD 120 8.6 1 X 17 HOT FOOD WELL 1 WELLS #HT - 300AF 1/2" 1" I.W. TO FLOOR SINK 208 13.0 1 X 18 REFRIGERATED TABLE 1 DELFIELD #D4472N - 30M 120 12.0 1 X SELF — CONTAINED 19 FRONT COUNTER 1 CUSTOM ST /ST 20 SNEEZE GUARD 1 CUSTOM ST /ST 21 COLD PAN 1 WELLS #ICP -100 1" I.W. TO FLOOR SINK 22 SPARE NUMBER 23 HEATED SHELF 1 HATCO #GRSB-24—F 120 3.5 1 X 24 CHIP HOLDER CUSTOM ST /ST 25 CASHIER COUNTER 1 CUSTOM MILLWORK 26 CASH REGISTERS 3 BY OWNER 120 5.0 1 X DEDICATED CIRCUIT 27 SPARE NUMBER 28 PIZZA OVEN HOOD 1 CAPTIVE AIR 120 3.0 1 X HOOD LIGHTS. WIRE THRU SWITCH 29 PIZZA OVEN 1 WOODSTONE #4343 3/4" 80 230 0.4 1 X .30 FOOD FINISHER 2 HATCO #TFW-461R 208 6.3 1 X 31 REFRRIGERATED STAND 1 DELFIELD #F2962C 120 8.0 1 X SELF — CONTAINED 32 REFRIGERATED TABLE 1 DELFIELD #4427N -9M 120 6.5 1 X SELF — CONTAINED 33 - PASS SHEtF , _ 1 -- ... CUE—TOM, ,ST/ST. 34 SPREADER 1 CUSTOM ST /ST 35. EXHAUST HOOD , , 1_, CAPTIVE AIR. . J 120 5.0 1 X HOOD LIGHTS. WIRE THRU SWITCH .36 EXHAUST FAN SYSTEMS 1 LOT _ BY GEN. CONT. 208 * 3 X VFY. W /HVAC CONTR. 37 FRYER 2 FRYMASTER #FP247 1/2" 244 120 1.0 1 X 38 GRIDDLE RANGE 1 JADE #JGM -2224 3/4" 48 39 CHARBROILER RANGE 1 JADE #KC -36 3/4" 95 40 WALL FLASHING 1 LOT CUSTOM ST /ST 41 FIRE SUPPRESSION SYSTEM 1 ANSUL #R -102 PART OF ITEM #35 42 WALK —IN COOLER 1 DURACOLD 1" I.W. TO FLOOR SINK 120 8.0 1 X BLOWER COIL & LIGHTS 43 SHELVING 1 LOT METRO NK3 SERIES 44 EXHAUST HOOD 1 CAPTIVE AIR 120 3.0 1 X HOOD LIGHTS. WIRE THRU SWITCH 45 FIRE SUPPRESSION SYSTEM 1 ANSUL #R -102 PART OF ITEM #35 F 46 FOUR O.B. RANGE W /OVEN 1 IMPERIAL #IHR -4 1 -1/4" 160 47 FILLER TABLE 1 CUSTOM ST /ST !e 48 WALL FLASHING 1 LOT CUSTOM ST /ST 49 PREP TABLE W /SINK 1 CUSTOM ST /ST 1/2" 1/2" 1 -1 /2' I.W. TO FLOOR SINK 120 1 1.8 1 X WALL MOUNTED DCO 50 WALL SHELVES 2 CUSTOM ST /ST 51 INGREDIENT BINS 3 RUBBERMAID #3600 52 SPARE NUMBER ' 53 SPARE NUMBER / 54 CO2 TANK 1 LOT BY SODA VENDOR 7 55 SODA SYSTEM 1 LOT BY SODA VENDOR • 56 HANDSINK 1 ADVANCE #7 —PS -20 1/2" 1/2" 1 - 1/2" DIRECT WASTE 57 WORKTABLE 1 CUSTOM ST /ST 120 11.8 1 X WALL MOUNTED DCO I 58 WALL SHELVES 2 CUSTOM ST /ST 59 SPARE NUMBER 60 SPARE NUMBER 4 61 ICE MACHINE 1 HOSHIZAKI # KM -501 MAH 1/2' 1 " I.W. TO FLOOR SINK 120 13.0 1 X 1 . 62 ICE MACHINE BIN 1 HOSHIZAKI #B - 500SF 1 " I.W. TO FLOOR SINK 63 SPARE NUMBER 64 SPARE NUMBER 65 REFRIGERATION SYSTEM 1 FOR ITEM #42 208 20.0 1 X 66 BEVERAGE COUNTER 1 CUSTOM ST /ST 67 SNEEZE GUARD 1 CUSTOM ST /ST 68 SODA /ICE DISPENSER 1 BY SODA VENDOR 1/2" 1" I.W. TO FLOOR SINK 120 5.0 1 X CARBONATOR 69 TEA MAKERS 2 BUNN #TU3 1/2" 120 14.8 1 X K.E.C. - KITCHEN EQUIPMENT CONTRACTOR, G.C. - GENERAL CONTRACTOR, OWN. - OWNER, P.C. - PLUMBING CONTRACTOR, E.C. - ELECTRICAL CONTRACTOR, 0 - OUTLET, C.O. - CONVENIENCE OUTLET, DIRECT - DIRECT CONNECTION, I. W. - INDIRECT WASTE, FD - FLOOR DRAIN F.S. -, FLOOR SINK, R.D. - ROOF DRAIN, F.T. - FLOOR TROUGH F t r t Pi i I�� � Id� X t Aw�i�a!i <I i �[Iw , i�t a �f F ` r� 4. 1; �� ✓ ti T `TT o ad equrepent that is certified for sanitation y an American National Standards In'st►tute % NSI) accredited certification program will be teemed fa comply with the food code guipinenf &-ut materials ca nd design requrremenfs " +� - 1 - 1M5 94.7 i36, aPToBC �3C1 9LdI3 665 yo 66nci-F • U,rrk too obi La; HOT WATER GENERATION AND :DISTRIBUTION SYSTEMS SHALL BE . SUFFICIENT TO MEET THE` PEAK - HOT WATER DEMANDS THROUGHOUT THE V � ,r FOOD ESTABLISHMENT S E R V I C E STEMS SHALL BE DESIGNED � D AND INSTALLE := R P s L ET , io.:11,71EI S_ "O L4W (APPLICABLE LOCAL WAREWASHING /D ISHWASHING SINK �DERALSTATCITES i — .. _ 4 _ a Y. r. , - AND ORD COMPARTMENTS_ SHAL BE LAR G E ENOUGH,TOACCOMMO ;. IMMERSION OF THE LARGEST,_ EQUIPMENT. AND UTENSILS DRAINBOARDS, UTENSIL RACKS OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR, ,_,' _ , NECESSARY UTENSIL HOLDING ...BEFORE CLEANING 1 R SANITIZING r` r :. C O R R p 1$ - R $, 1 8' 18 I I 27" XIV 141 " I 14 kadilk4 (gi fte l()* REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 7 2008 City Of Tukwila E ILD ® I FL ''• � RESTR OOM &K HAND WASH SINK SHALL eE EQUIPPE rd, ROVIDE W ATER AT A TEMPERAT OFATLEA 1 i D'= ES F THROUGH A MIXING VAL OR CO MBIN A TION_ FAU SELF A CL051NG O METERIN FAUCETS SHALL PROVIDE - '1t614/14 - W47ER FO 4T LEAST 1 SECONDS. E ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCI REFRIGERATION TO HOLD FOOD AT 41 TDEGREES FAHRENHEIT OR BELOW ` .. «DO FROM 45 DEGREES) FOOD SERVICE O AREA FLOORS, FLOOR. COVERINGS WALLS, WALL "COVERINGS AND_CEILINGS SHALL BE 'DESIGNED, CONSTRUCTED AND INSTALLED . -SO THE YARE SMOOTH DURABLE AND EASILY CLEANABLE LOCKERS OR OTHER SUITABLE FACILITIES SHALL 6E PgOVIDED FOR THE ORpERLY STORAGE OF EMPLOYES CLOTHING „AND OTHER =POSSESSIONS rtECEIVED MAR fl6 /OM I DER F” I cfa z Cr) LLJ F— Q 0 0 C/D r) >- z Lu W U 7 Ui 0 0 0 0 REVISION CHANGES WILL B DE WITHOUT - HEALT - rD EPARTMEN ' PROVAL!! I L DRAWN BY: CAD APPROVED BY: ROSE DATE: 12/17/07 PROJECT NUMBER j4�i /� <I�I s' I// N/s'I�I `�OI'�/ l sal•' ?T' tIf s'7� i!I� �i'� PI F tI a I fl�:�/i�I` I ` / /A`It� `It/ �/ I.NH.:ft/.: /aY.s I rA:/ .f'� r.41 rw'/ ..4/ 4I .. <,I . <,I 6iYN.0 ✓a�i t¢�fl, EQUIPMENT ELECTRICAL PLAN ELECTRICAL SYMBOLS le JUNCTION BOX AT WALL I© JUNCTION BOX ABOVE FLOOR JUNCTION BOX AT CEILING • WATERPROOF CONDUIT STUB CJ` JUNCTION BOX INSTALLED IN EQUIPMENT 1 DUPLEX CONVENIENCE OUTLET DUPLEX CONVENIENCE OUTLET (FURNISHED WITH EQUIPMENT) ! SINGLE PURPOSE POWER OUTLET ff SINGLE PURPOSE POWER OUTLET (FURNISHED WITH EQUIPMENT) _ VAPORPROOF LIGHT (FURNISHED WITH EQUIPMENT) Q CASH REGISTER OR PRE -CHECK OUTLET • TELEPHONE SWITCH I'll" 042745 / / e 0: :20: a W / : 4w ReS� ratt/S� � l T I I � 1 -I- 4 - 4 I J_ T T 7 I I r -rt -i- t - I I 1_1_1 I_ I _I_ 1 PLUMBING SYMBOLS •µ HOT WATER, ROUGH -IN AND CONNECTION • COLD WATER, ROUGH -IN AND CONNECTION 0 DIRECT WASTE, TRAP BELOW FLOOR ® F.S. FLOOR SINK WITH HALF GRATE F.S. FLOOR SINK HOT WATER, COLD WATER, DIRECT WASTE ® F.D. FLOOR DRAIN OD FUEL GAS, ROUGH-IN AND CONNECTION EQUIPMENT PLUMBING PLAN MAR 1 7 2008 City Of Tukwila B DI ` G +16" SEE SHEET FD AND FN FOR NOTES AND DETAILS PERTAINING TO THIS SHEET SHEET A REVISION 03 -05 -08 HEALTH DEPARTMENT RESUBMITTAL DRAWN BY: CAD APPROVED BY: ROSE DATE: 12/17/07 PROJECT NUMBER SCALE: 1/4" =1' -0" l S E R V I C E C E C Q R R p Q SOFFIT VFY. W /OWNER REFLECTIVE CEILING PLAN 2X4 RECESSED MOUNTED FLOURESCENT LIGHT FIXTURES (TYPICAL) 2X4 NON— POROUS ACOUSTICAL CEILING TILE IN "T" —GRID SYSTEM (TYPICAL) ILLUMINATED EXIT LIGHT /SIGN WALK -IN COOLER - II IH LIGHTS i + �i�i? f ° �" e� �� i�ri� �iy�vi'�i <i,�i r�� riei riri r �i siri r�ri w . oc...e te.. a -1, r i ai wriri riri rs r ; -- " Mi � M - - AMMER ii - - - - _ i l M(♦ M. 1_I_1 L - - -J— T S E R V I C E E C O R R I D O R DO t/).4 PROVIDE 10' -10" AFF WITH NO UTILITY PENETRATIONS riaR COLD STORAGE ROO1Y1 - - BUILDING CONDITIONS PLAN COD E' r AP PROVED MAR 1 7 200B B � SEE SHEET FD A \D F\ FOR \OTES A \ D DETAILS PERTA \I \G TO THIS SHEET 0 z REVISION co O RE CEWED MAR 0 7 2008 PERMIT CENTER 1, 1 DRAWN BY: CAD APPROVED BY: ROSE DATE: 03/03/08 PROJECT NUMBER SCALE: 1 /4 "_1'_0" HOOD NO. FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING WEIGHT TYPE HOOD CONSTRUCTION QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY LOCATION 1 SS Baffle with Handles 2 16" 16" 8 Incandescent Light Fix NO 32" 5000 - 0.645" 0 YES 467 LBS. 12 16" 20" 2 SS Baffle with Handles 3 16" 16" 2 Incandescent Light Fix NO 4824 •ID -2 -PSP -F 4' 0.00" 450 Deg. 800 9" 8" '(ES 225 LBS. - 0.307' 640 HOOD NO. MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH. CFM RISER(S TOTAL 'SUP. CFM RISER(S) END TO END ROW WIDTH LENG. DIA. CFM S.P. WIDTH LENG. DIA. CFM S.P. 1 6024 NDI 11' 6.00" 600 Deg. 5000 14" 32" 5000 - 0.645" 0 430 SS Where Exposed ALONE N/A 2 4824 •ID -2 -PSP -F 4' 0.00" 450 Deg. 800 9" 8" 800 - 0.307' 640 430 SS Where Exposed ALONE N/A HOOD N0. OPTION LENGTH WIDTH HEIGHT RISER(S) 1 LEFT END STANDOFF(FIN /INS- ISLAND) 1" Wide Insulated Front RIGHT END STANDOFF(FIN /INS- ISLAND) 1" Wide Insulated HOOD N0. POS. LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG. DIA. CFM S.P. 2 Front 48" 12" 6" 10" 16" 640 0.115" i DRAWN BY: CAD APPROVED BY: ROSE DATE: 03/03/08 PROJECT NUMBER SCALE: 1/4 " =1' -0" HOOD INFORMATION HOOD INFORMATION PERFORATED SUPPLY PLENUM(S) HOOD OPTIONS 60.00" 1.00" Hood #1 69.00" 48.00" 3.00" 1 12.00" 14. L 32.00 " U.L Listed Incandescent Light Fix rL EXHAUST 11' 6.00" PLAN VIEW - Hood #1 - 11' 6.00" LONG 6024NDI 99 Hood #2 3 UNINSULATED STAN 9.00 " - 8.00" 9.00" 0 0 U.L listed Incandescent Light Fix Ci SUPPLY 24.00" 1 24.00" 4' 0.00" 30.00" 69.00" PLAN VIEW - Hood #2 - 4' 0.00" LONG 4824ND -2 -PSP -F 0 1.00" HANGING ANGLE 3" STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS HANGING ANGLE i EXHAUST RISER SLOPED GREASE DRAIN WITH REMOVABLE CUP 60" r 4" 16 U.L. CLASSIFIED BAFFLE -TYPE GREASE FILTERS 33" MIN 48" MAX 100W VAPORPROOF INCANDESCENT UGHT 24" NOM 78" TYP. SECTION VIEW - MODEL 6024NDI O 4 h EXHAUST RISER P 7 LU CLASSIFIED • BAFFLE-TYPE / " GREASE FILTERS GREASE DRAIN WITH REMOVABLE CUP 48" EQUIPMENT BY OTHERS EQUIPMENT BY OTHERS 100W VAPORPROOF INCANDESCENT UGHT n -2.75" - 12 " � 33" MIN 48" MAX 24" NOM 78" TYP. SECTION VIEW - MODEL 4824 -ND -2 with PSP Accessory SUPPLY RISER WITH VOLUME DAMPER 23.5% OP STAINLESS S EN E RGe F OR PERFORATED P N • E , � , . )0E CO MPU »GE APPROV MAR 1:D11\11.°1135 Cj Q L1 �CWtfI N B 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGI4 ANOTHER HANGING ANC LE 1/2' DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE *ROD AND NUTS TO BE SUPPLED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE- PUNCHED AT FACTORY ND -2 HANGING ANGLE DETAIL HOOD STYLE CANOPY ND2 ND2 -PSP -F BACKSHELF 2847BD VHB /VHB -G FRONT/BACK DIMS BY SIZE DIM FROM REAR 4.166" 4.166" 2.00" 36 "X36" 2.246" DIM FROM (24'�H ) 2.246" 2.246" 14.25" 42 "X42" 2.246" DIM FROM (30' 2.246" 2.246" 48 "X48" 2.246" HANGING ANGLE LOCATIONS EXHAUST CFM =LENGTH OF HOOD X CFM/UN.FT. (LOAD) SUPPLY CFM =EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT AREA =144 X CFM DUCT LENGTH- FPM(*) TOTAL DUCT AREA DUCT DEPTH ■CAPTIVE -AIRE YENT3ATOR DUCT s72ES ARE CALCULATED USING AN EXHAUST VELOCITY OFF 1500-1800 FPM AND A SUPPLY VELOCITY OF 1000 FPM. CALCULATIONS UTILIZED CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH: 3 OCn Got BUILDING CODES MATERIAL CAPTIVE-NI$E HOODS HAVE OPTIONAL CLEARANCE REDUCTION SYSTEMS AVAILABLE AS FOLLOWS: NON - COMBUSTIBLE LIMITED- COMBUSTIBLE COMBUSTIBLE CLEARANCE REDUCTION SYSTEM NONE REQUIRED 3' UNINSULATED STANDOFF 3' INSULATED STANDOFF CLEARANCE TO COMBUSTIBLES INSTALLATION. 1. ALL ELECTRICAL 'FIELD' CONNECTIONS AND RELATED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL PLUMBING "FIELD" CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. 3. HANGING BRACKETS LOCATED AND WELDED AS SHOWN ON PLANS. ALL OTHER HANGER MATERIALS PROVIDED BY INSTALLING CONTRACTORS. 4. ALL CONNECTIONS FROM CAPTIVE-AIRE DUCT PER MECHANICAL CONTRACTORSS PLANS. 5. COCKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE. 6. EXHAUST FANS TO TURN ON IN EVENT OF F. 7. All UGHTS FIXTURE SHOWN INSTALLED BY CAPTIVE -AIRE ARE FACTORY PREIMRED. INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES BY ELECTRICAL CONTRACTORS. a LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS. 9. SEISMIC RESTAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTOR. 10. INSTALLING CONTRACTORS ASSUME ALL RELATED REPONSIBEITY FOR VERIFICATION OF DIMENSIONAL DATA CONTAINED ON THESE DOCUMENTS FOR ACCURACY. INTEGRATION, AND ADMINISTRATION OF CODE REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUFMEIT SHOWN. BALANCE 11. KITCHEN HOODS MUST BE BALANCED VAIN KITCHEN. 12. KITCHEN SHALL BE NEGATIVE WITH RESPECT TO DINING AREA. 13. RESTAURANT SHALL BE POSITIVE WITH RESPECT TO AMBIENT PRESSURE. ADDITIONAL 14. WRITTEN HOOD DIMENSIONS HAVE PRECEDENCE OVER SCALE. 15. SIGNED AND 'APPROVED' COPIES OF THIS DOCUMENT MUST BE RECEIVED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. GENERAL NOTES RESISTANCE VS. AIRFLOW - 2• TO n -Ge d BAR. Type G+caac>a,> am as 0b a, 02 150/0.76 X211 250 1.73 0W /1S2 AIRFLOW (fpm /m /s) (gfo i moms COOPO MICIO YA 1.79 0.175 0195 0.075 0.025 40/103 Kleen -Gard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168 -78 -M Aluminum MEA # 247 -96 -E Stainless Steel 0 FILTER DETAIL 1) OS (LLF 1 I C) H U (f) w F- CD 6 REVISION 1 RECEIVED MAR 0 7 2008 PERMIT CENTER O CID LI U REVISION A 03 -05 -08 HEALTH DEPARTMENT RESUOMITTAL DRAWN BY: CAD APPROVED BY: ROSE DATE: 1 2/1 7/07 PROJECT NUMBER SCALE: 1 /4 "= 1'--0" DETAILS oF:EQUIPMENT DETAILS SOUTH CENTER WASHINGTON DESIGNERS AN/D SUPPLIERS TO THE FOOD SERVICE INDUSTRY SECTIONS FAX: (310)393-9397 TEL: (310)656-1010 SANTA MONACA, CA 90401-3008 BROADWAY 16 GA. S.ST SHELF W/ ALL JOINTS WELDED AND POLISHED 15° 4,. PROV. OPENING IN TOP FOR F SYSTEM MICRO SWITCH ©O © O O LIGHT SWITCH ASSEMBLY-FACTORY WIRED TO SPLICE BOX. i N - CONTACTORS, WIRING, AND HOOK UP 4" THK. URETHANE FLOOR PANELS W/ METAL FACINGS. 3/16" ALUM. TREAD PLATE WEARING FLOOR & COVED FULL SIZE HOTEL PAN 12 "X20" 1 J { FINISHED CEILING I I 120/60/1 BY ELECTRICAL CONTRACTOR CO NTACTORS LOAD LOAD "" f %/ 1 2" INTEGAL BACK RISER ENDS UP @ WALLS G.C. TO PROVIDE SUPPORT IN WALL FOR MOUNTING BRACKETS EACH SECURE BRAC T O WALL WITH WITH _r1, /4 GG -20 LES OR EXPAN SION 5/S BOLT ANCHORED SHIELDS , . �� 'IA BASE AT INTERIOR BY K.E.C. 3' -0° N -.- -� I 1/2° E.M.T. TO ABOVE 1 CEILING A5 S HOWEN WIYH NO BENDS I� OR OFFSETS POWER SUPPLY ��� �� ©� (INTERCONNECTING WIRING & COND BY ELEC. CONT'R.). UR O VAPOR PROOF LIGHT- FURNISHED W /COLD STORAGE ROOM (INSTALLED BY ELEC. CONT'R.). 0 COOLER EVAPORATOR SPLICE BOX -S. P.S.T. SWITCH BY ELEC. CON R'R. MOUNTED ADJACENT TO EVAP. AT 78" A.F.F. 4 ROOM THERMOSTAT - FURNISHED BY REFRIGERATION CONTRACTOR. O LIQUID LINE SOLENOID - FURNISHER BY REFRIGERATION CONTR'R. I INTERIOR RAMP COLD STORAGE ROOM DOOR I HOLDING COIL _ HOLDING COIL T f 1 1 0 L WALL 0 © OOLER 7 1 -I 7 1 1 OO I� 1 I /-- - I • /// I I I J -41 // 14 O �� Q © 0 © 0 © EVAPORATOR COIL- FURNISHED BY REFRIGERATION CONTRACTOR. O] HIGH TEMP. ALARM - FURNISHED BY REFRIGERATION CONTRACTOR. ADJUSTABLE NEOPRENE WIPERS JAMB AND SILL HEATER ASSEMBLY (AT FREQER ONLY) 12" 8 16 GA. S.ST SHELF W/ ALL JOINTS I I J 1 L_ — LINE I L_ LINE � '�..�� W © � ® DOOR JAMB HEATER SPLICE BOX. NOTE! INTERCONNECTING WIRING,CONDUIT, & FINAL CONNECTION FOR ITEMS 3 TO B BY ELECTRICAL CONTRACTOR. 0 O COM R SEE EQUIPMENT SCHEDULE FOR O VOLTAGE, PHASE AND LOADING. VACUUM RELIEF VALVE- FURNISHED WITH COLD STORAGE ROOM. ` POWER SUPPLY Q © WELDED AND POLISHED I F 11111 ce o '' / / U- — z - ' " 4/0 BOX WITH A 1/2" z CONDUIT POSITIONED L' AS SHOWEN WITH TABS ° �� IN UPPER RIGHT AND LOWER LEFT OF BOX O'" FREEZER Jr . / � / / % 2" INTECAL BACK RISER END UP Q WALLS C.C. TO PROVIDE SUPPORT IN W ALL FOR MOUNTING BRACKETS SE WITH CU RE 1/4 EACH " -20 BRACKET TO WALL S/S BOLTS ANCHORED WITH TOGGLES OR EXPANSION SHIELDS A a ® © 0 © Q ELECTRICAL CONTRACTOR TO MAKE NECESSARY PROVISIONS TO SHUT OFF ALL ELECTRICAL IN AND UNDER HOOD, WHEN EIRE SYSTEMS ARE ACTIVATED. THIS IS TO MEET ALL CURRENT LOCAL FIRE CODE REQUIREMENTS. INTERCONNECTION OF FIRE SUPPRESSION CONTROL BOX AND ELECTRICAL PANEL SHUNT BREAKERS TO BE PART OF ELECTRICAL CONTRACT. ,...-.., p ° ,se POWER SUPPL 6 "'1 ] �� ' ©� COOLER r� aF�O ~ 'per _ -a' WALL I Q 10- 0 © r , © a FREEZER WHEN TWO BOXES ARE MOUNTED SIDE BY SIDE THE DISTANCE BETWEEN CENTERS SHALL NOT BE LESS THAN 7" C.S.R. I \TERIOR RAVR 3ETAIL \ WALL S - ELF DETA L K REMOTE FIR= PLLL G WIR \G SC -VATIC EIRE SYS. D C.S.R. W RI \G 3IAGRAv INDIRECT WASTE PIPING TOP OF CONCRETE PAD TO BE TROWELED SMOOTH FIN. WALL RAISED CURB OF ANY) DRIP TROUGH - - FIXTURE 2" MIN. ICE BIN OR SINK P a a d a o ° \o ° d a ° / z o r J ° 0 a ° 0 ° , o o ° ° CONCRETE PAD & •ND LEVELED FIN. FLR. BY GENERAL CONTR. WAI D ING P 4 CEILING FLOOR SINK I m SHELF , G.C. TO INSULATE DRAIN LINES FROM ICE BINS RTES VARIES CONDUIT FINISH FLOOR VERIFY WITH BUILDING WALL LOCAL CODE RAISED CURB OR CABINET �� BLDG. COND. PLAN ¢ SEE BLDG. COND. PLAN ° A a v C o REMOVABLE SHELF "IJ L_ "P" TRAP PULLBOX WHERE INDICATED SEE PLAN FOR SIZE \ / �� FIN. FLOOR ® -� FLOOR SINK °� -0 ° -VAR IE5 w w 0_ 0 9 d ", d ° SINK BASE N5H (IF ANY) a d � „ e a 4 BASE TILE 1 Z I d a o a a 4 a e 4 a 4 ' ' a " SECTION SECTION ° FINISH FLOOR w v' i _r_ I:.l1 � 4 . SECURE DRAIN LINE TO WALLS gr�r NOTE: III -III COD r PROVED FOR 1 ®�P � p 2008 �R p o� `l Of Tukwila ®1 D � o r ,Z700 1- , 0 a a n WOOW U J ¢ ;c `r..� CONDITION CONDITION EQUIP. ISLAND PAD EO UIPMENT PAD AT WALL A ° _ � FLOOR SINK 4 C �; 2" 1' -O" 2" FIN. r FIN. SEE CONDUIT C AN I D A PULL A BOX BY ELECTRICAL E CONTRACTOR RECT OOR S \< � , ��_ • \OT USED REERIGERATIO\ CO \SUIT LINE R,\ \D WASTE DI TYP CAL H = Q JIPVE \T PAD \ FOR EQUIPMENT REQUIRING CONTINUOUS RUNS BEVERAGE, U' _, _ _ J - U I 0 N n \ , ti STRUCTURAL MEMBER BY GENERAL CONTRACTOR MOUNTED 2' °0" ABOVE HOOD CONDUIT (I.E.- BEER, WINE, & LIQUOR LINES) PROVIDE MINIMUM 24" RADIUS BEND (TYPICAL) SEE PLAN FOR LOCATION L . FINISHED CEILING LINE } P - _ J - v u7 N ___ , ___ J V } \ .. 0 j 0 1 • j 0 PROX. SEE PLAN FOR APPROX. LENGTH AND LOCATIO / / 1/2" 0 ALL THREAD STEEL ROD / BY HOOD INSTALLER I SHELF © SHELF SHELF ( J SHEL �J 4 RACK/SHELVING \' _ / I CONDUIT RISER: SEE PLAN FOR SIZE t 1 CEILING l II ^ II II I I } I I Z6 1 r j I I I _ - ' STEEL ROD HANGER I I = BY HOOD INSTALLER { I N 1 I PULL - BOX TO BE 12" X 12" X DEPTH OF STUD + FINISH WALL THICKNESS } - -II II u u „Oil I I 1 BUILDING WALL i "' r i_ j_ 1 i OUTLINER OF HOOD —, I I I I IL F.S.E.C. TO PROVIDE ONE HANGER ROD FOR EVERY 4 FEET OF HOOD,OR AS INDICATED ON PLAN y rr / PRE - RINSE CO ( 5 IN VENTILATOR WORKTABLE TED NOTE: 1. ALL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLINE OF BACKING 2. ALL WALL BACKING TO BE 14. GA. STEEL OR EQUAL, 12" HIGH BY LENGTH INDICATED ON PLAN, SECURELY ATTACHED TO STUDS. { STUDS TO BE 18 GA. IF METAL.I .3 ALL BACKING PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. NOT USED P \OT US -D V BEVERAGE COQ D„IT DFTAIL L , WALL BACK \G DITAILS H H003 ROD - - \G =R D =TAIL ob .....„1/0),..4 f O CID LI U REVISION A 03 -05 -08 HEALTH DEPARTMENT RESUOMITTAL DRAWN BY: CAD APPROVED BY: ROSE DATE: 1 2/1 7/07 PROJECT NUMBER SCALE: 1 /4 "= 1'--0" DETAILS oF:EQUIPMENT DETAILS SOUTH CENTER WASHINGTON DESIGNERS AN/D SUPPLIERS TO THE FOOD SERVICE INDUSTRY SECTIONS FAX: (310)393-9397 TEL: (310)656-1010 SANTA MONACA, CA 90401-3008 BROADWAY of Tow" A rra Cip U REVISION 03-05-08 HEALTH DEPARTMENT RESURMITTAL DRAWN BY: CAD APPROVED BY: ROSE DATE: 12/17/07 PROJECT NUMBER SCALE: 1/4"=1'- 0" NOTES TO GENERAL CONTRACTOR FIXTURE PLUMBING NOTES FIXTURE ELECTRICAL NOTES FIXTURE ELECTRICAL NOTES (CONTINUED) FIXTURE REFRIGERATION NOTES 1. 2. 3. 4. 5. 6 • 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. THE FOLLOWING ITEMS AND /OR WORK ARE TO BE PROVIDED AND /OR PERFORMED BY THE GENERAL CONTRACTOR AND /OR HIS SUBCONTRACTORS UNDER THE GENERAL CONTRACT. PROVIDE ALL PLUMBING AND ELECTRICAL ROUGH -INS, INTERCONNECTIONS, AND FINAL CONNECTIONS TO ALL RESTAURANT FIXTURES AND EQUIPMENT I SHOWN ON FOOD SERVICE EQUIPMENT CONTRACTOR PLUMBING, ELECTRICAL, REFRIGERATION, AND EXHAUST AND MAKE -UP AIR PLANS. PROVIDE ALL FIXTURE CURBS AS SHOWN ON FIXTURE CURB PLAN. PROVIDE AND INSTALL ALL CONDUITS AND PULL BOXES AS SHOWN ON FIXTURE REFRIGERATION PLAN. PROVIDE MINIMUM 6" HIGH LEVEL PLATFORM, COMPLETE WITH METAL TOP AND FLASHING FOR REFRIGERATION RACK. PROVIDE AND INSTALL ALL NECESSARY BACKING AND BLOCKING IN WALLS AND CEILINGS TO SUPPORT FIXTURES, SHELVING, INCLUDING HOODS AND FIXTURE CANTILEVER SUPPORTS. SEE FIXTURE BACKING PLAN AND ELEVATION SHEETS AND FIXTURE FABRICATOR'S SHOP DRAWINGS FOR REQUIREMENTS. INSTALL CANTILEVER SUPPORTS FOR KITCHEN EQUIPMENT AND SLEEVES FOR CANTILEVERED COUNTER STOOLS AND KITCHEN EQUIPMENT AS SHOWN ON FIXTURE CURB PLAN. ALL CANTILEVER SUPPORTS AND SLEEVES TO BE PROVIDED TO GENERAL CONTRACTOR BY FIXTURE CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. PROVIDE AND INSTALL ALL RESTROOM ACCESSORIES AS SHOWN ON FIXTURE FLOOR PLAN, AND AS NOTED ON FIXTURE SCHEDULES AND ARCHITECT'S PLANS. PROVIDE AND INSTALL ALL TILE FOR FLOORS, BASES, WAINSCOTS, AND WALLS WHERE SHOWN ON THESE PLANS AND ARCHITECTURAL PLANS AND AS SPECIFIED BY ARCHITECT AND DECORATOR. TILE ON WALLS IN KITCHEN AND SCULLERY AREA TO BE INSTALLED PRIOR TO INSTALLATION OF FIXTURES. DECORATIVE TILE ON WALLS IN SEMI - EXHIBITION COOKING AND SERVING AREAS TO BE INSTALLED AFTER INSTALLATION OF FIXTURES. PROVIDE AND INSTALL ALL WOOD PANELING, BEAMS, JAMBS AND TRIM AS SHOWN ON INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS AND AS SPECIFIED AND DETAILED ON ARCHITECTURAL PLANS AND BY DECORATOR, UNLESS NOTED OTHERWISE. FOOD SERVICE EQUIPMENT CONTRACTOR TO SUPPLY ALL DECORATIVE WALL- SCHEDULE. LY ALL DECORATIVE R TO SUPPLY COVERINGS RINGS SERVICE EQUIPMENT IP FIXTURE LIS TO BE FIXUR E CONTRACTOR AND D EQUIPMENT MATERIALS T UNLESS CONTRACTOR, , THESE E WALL NOTED OTHERWISE. GENERAL CONTRACTOR MUST PROVIDE REQUIRED MATERIAL QUANTITY TO THE FOOD SERVICE EQUIPMENT CONTRACTOR. ALL TAKE -OFFS TO BE VERIFIED PRIOR TO ORDERING. PROVIDE AND INSTALL ALL LIGHTING FIXTURES WHERE PART OF BUILDING AS SHOWN AND SPECIFIED ON REFLECTED CEILING PLAN AND ARCHITECT'S DRAWINGS. ALSO ASSEMBLE AND INSTALL ALL DECORATIVE LIGHTING FIXTURES PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR LISTED ON FIXTURE AND EQUIPMENT SCHEDULE. BUILD SAFE, PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR OR OWNER, INTO CONCRETE PYLON AND /OR BOLTED TO FLOOR AS SHOWN ON CURB PLAN PROVIDE AND INSTALL ALL ITEMS NOTED G.C. ON FIXTURE EQUIPMENT SCHEDULES. PROVIDE ALL OPENINGS THROUGH CEILING AND ROOF INCLUDING SHAFTS, ENCLOSURES, ETC., FOR FIXTURE MAKE -UP AIR AND EXHAUST SYSTEMS, AND PROVIDE PADS AND /OR CURBS ON ROOF. SEE EXHAUST AND MAKE -UP AIR PLANS FOR LOCATIONS. REPAIR AND /OR REPLACE ROOF SEAL TO ORIGINAL CONDITION AND IN ACCORDANCE TO ANY REQUIREMENT AS TO NOT VOID WARRANTY IF APPLICABLE. PROVIDE AND INSTALL COMPLETE FIXTURE HOT WATER SYSTEM. SEE ARCHI- TECURAL MECHANICAL PLANS FOR SPECIFICATIONS AND DETAILS. COORDINATE ALL PHASES OF CONSTRUCTION WITH FOOD SERVICE EQUIPMENT CONTRACTOR, INCLUDING NOTIFICATION IN ADVANCE WHEN ROUGH AND FINISHED PLUMBING AND ELECTRICAL WORK, CURB FORMS, ETC., CAN BE CHECKED. GENERAL CONTRACTOR TO SUPPLY AIR TO COMPRESSOR ROOM AS FOLLOWS: 1,200 CFM'S OF AIR PER H.P. ARE REQUIRED TO BE BROUGHT INTO COMPRESSOR ROOM AND BLOWN DOWN ACROSS THE FACE OF COMPRESSORS, WITH PROPER GRILLS IN WALL TO EXHAUST SAME AMOUNT OF AIR. IF COMPRESSOR ROOM WILL EXCEED 100 DEGREES AT ANY TIME, THE AIR BROUGHT IN MUST BE COOLED. GENERAL CONTRACTOR OR GENERAL CONTRACTOR'S SUBCONTRACTORS ARE TO RECEIVE FOOD SERVICE EQUIPMENT CONTRACTOR EQUIPMENT IF HIS CONTRACTORS ARE NOT ON JOB 517E AT TIME OF DELIVERY. SPRINKLER HEADS IN FREEZER BOXES WILL BE ADEQUATELY PROTECTED AGAINST FREEZING UP BY GENERAL CONTRACTOR. SWINGING DOORS IN PASSAGEWAY SHALL BE PROVIDED WITH WINDOWS WHICH SHALL BE 200 SQUARE INCHES OR OF A SUBSTANTIALLY EQUIVALENT AREA. THE GLASS SHALL BE EITHER SHATTERPROOF OR WIRE GLASS AND THE BOTTOM OF THE WINDOWS SHOULD NOT BE MORE THAN 48" FROM ABOVE THE FLOOR. DOORS TO MEET ALL LOCAL CODES. IT IS THE RESPONSIBILITY OF THE OWNER AND /OR GENERAL CONTRACTOR TO INSURE THAT FOOD SERVICE EQUIPMENT CONTRACTOR RECEIVES COPIES OF ALL ADDENDA AND CHANGES TO BUILDING PLANS WHICH ARE MADE PRIOR TO AND DURING CONSTRUCTION. IN THE EVENT THAT THIS INFORMATION IS NOT DELI- VERED TO FOOD SERVICE EQUIPMENT CONTRACTOR, OWNER WILL BE RESPONSIBLE FOR ALL COSTS INCURRED BY FAILURE TO GIVE FOOD SERVICE EQUIPMENT CONTRACTOR THIS INFORMATION. WHERE NOISY OR VIBRATION PRODUCING EQUIPMENT IS LOCATED ADJACENT TO DINING AREAS, PROVISION SHOULD BE MADE TO "DOUBLE STUD" AND/OR SOUND- / PROOF COMMON WALLS BY GENERAL CONTRACTOR. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ALL GENERAL CLEAN UP AND DISPOSAL OF ALL TRASH, CARTONS, CRATES, DEBRIS, ETC., PRIOR TO FINAL INSTALLATION OF ALL EQUIPMENT. INSTALL ALL ITEMS LISTED IN SCHEDULE BY FOOD SERVICE EQUIPMENT CONT'R* SYMBOL, I.E. PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. FOR FUTURE INFORMATION CONCERNING THE EQUIPMENT INDICATED ON THESE PLANS, CONTACT SPECIALIST AS MARKED ON PLAN. IT SHALL BE THE RESPONSIBILITY AND ACCOUNTABILITY OF THE GENERAL CONT'R TO ASSURE THAT HIS SUBCONTRACTORS OBTAIN ALL NECESSARY PERMITS REQUIRED FOR THOSE SECTIONS OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE PRESENT AT ALL INSPECTIONS AS REQUIRED BY HIS TRADE CONTRACT WITH OWNER. GENERAL CONTRACTOR AND HIS SUBSONTRACTORS TO PROVIDE ENGLISH SPEAKING PERSONNEL ON JOB SITE AT ALL TIMES. GENERAL CONTRACTOR TO PROVIDE FOR AND INSTALL A JOB SITE PHONE. GENERAL CONTRACTOR TO WARRANTY ALL LABOR AND MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM CERTIFICATE OF COMPLETION. FOOD SERVICE CONTRACTOR IS NOT RESPONSIBLE FOR LOSS OF OR DAMAGE TO ANY EQUIPMENT, ONCE DELIVERED TO JOB SITE AND SO NOTED. 1. 2. 4, 5. 6. 7. 8. 9. 1 D. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21 22. 23 24. 25. 26 . 27 28. ALL OUTLETS AND CONNECTIONS SHOWN ON FIXTURE PLAN AND SCHEDULE ARE FOR FIXTURES AND EQUIPMENT SHOWN ON FIXTURE FLOOR PLAN ONLY. SEE ARCHITECTURAL PLANS AND /OR GENERAL CONTRACTOR FOR FURTHER BUILDING REQUIREMENTS. ALL HORIZONTAL DIMENSIONS SHOWN ON FIXTURE PLUMBING PLAN ARE TAKEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER LINE OF OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. PLUMBING CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE. HEIGHT OF PLUMBING OUTLETS (NOTED AS PLUS 12 ", 24" ETC., ON FIXTURE PLUMBING PLAN) IS GIVEN FROM FINISHED FLOOR (NOT FINISHED CURB) TO CENTER LINE OF OUTRE R WALL OUTLET. PLUMBING LINES SO NOTED ARE TO BE RUN IN AND TO STUB OUT OF WALL AT HEIGHT INDICATED. PLUMBING OUTLETS NOTED AS "STUB UP" ARE TO BE RUN UNDER FLOOR AND ARE TO BE STUB OUT OF FINISHED FLOOR OR CURB AT LOCATION SHOWN ON FIXTURE PLUMBING PLAN. THESE OUTLETS ARE TO PROJECT 2" ABOVE FINISHED FLOOR OR FINISHED CURBS, AS THE CASE MAY BE, SO AS NOT TO INTERFERE WITH INSTALLATION OF FIXTURES. ALL FLOOR SINKS TO BE INSTALLED ACCORDING TO LOCAL CODES. FLOOR SINKS TO BE A.R.E. CAST IRON INDIRECT WASTE RECEPTORS. PLUMBER TO PROVIDE GRATES AS INDICATED ON FIXTURE PLUMBING PLAN AND SCHEDULE FOR ALL FULLY OR PARTIALLY EXPOSED FLOOR SINKS. IN THE EVENT LOCAL CODES REQUIRE FLOOR SINKS TO BE ABOVE OR BELOW FINISHED FLOOR, PLUMBER SHALL COMPLY BUT NOTIFY FOOD SERVICE EQUIPMENT CONTRACTOR IMMEDIATELY. PLUMBER TO PROVIDE ALL FLOOR DRAINS AS SHOWN ON FIXTURE PLUMBING PLAN AND ANY ADDITIONAL AS CALLED FOR ON ARCHITECTURAL MECHANICAL PLANS. FIXTURE FABRICATORS TO PROVIDE ALL FAUCETS WHERE PART OF FIXTURE AND AS SHOWN ON FIXTURE PLUMBING SCHEDULE, UNLESS OTHERWISE NOTED. REFERENCE USED FOR FAUCET IS "T & S" FOR T & S BRASS & BRONZE WORKS, INC., AND "FISHER" FOR FISHER MANUFACTURING COMPANY, "C.F." FOR CHICAGO FAUCET COMPANY. PLUMBER TO PROVIDE ALL VALVES, TRIM, AND PRESSURE REGULATORS NECESSARY TO CONNECT ALL LINES TO FIXTURES. ALL EXPOSED PIPE AND TRIM ABOVE WORKING HEIGHT OF FIXTURES TO BE CHROME PLATED. ALL EXPOSED PIPE AND TRIM BELOW WORKING HEIGHT TO BE PAINTED WITH SILVER PAINT BY PLUMBER AFTER INSTALLATION. PLUMBER TO USE COUPLE JOINTS, NOT SWEAT JOINTS, TO CONNECT ALL BUILT -IN EQUIPMENT FOR EASE IN REMOVAL OF EQUIPMENT FOR SERVICE OR REPLACEMENT. PLUMBER TO PROVIDE PLASTIC REINFORCED TUBING COMPLETE WITH REQUIRED SHUT -OFF VALVES AND FITTINGS FOR ALL PORTABLE COUNTER EQUIPMENT. PLUMBER TO PROVIDE GATE VALVES ON ALL WATER AND GAS LINES TO INDIVIDUAL FIXTURES TO OR EQUIPMENT AND WADE WATER SHOCK STOPS AND # ON ALL ( ) GLASS FILLERS. PLUMBER TO DRAIN ALL FIXTURES AND EQUIPMENT AS REQUIRED TO EITHER DIRECT OR INDIRECT WASTE LINES. THIS INCLUDES DRAINING OF ALL REFRIGERATED UNITS TO FLOOR SINKS. INCLUDING REFRIGERATION COILS AND REFRIGERATED DISPLAY COILS. ALL DRAIN LINES FROM SINKS, EITHER TO DIRECT OR INDIRECT WASTE LINES, TO BE NO SMALLER THAN STUBBED OUT OF SINK ITSELF. ALL EXPOSED COLD DRAIN LINES TO BE WRAPPED WITH CORK INPREGNATED RUBBER TAPE TO PREVENT SWEATING. PROVIDE 1" INSULATED COPPER LINES FOR DRAINING WALK -IN COOLER AND /OR WALK -IN FREEZER BLOWER COILS TO FLOOR SINKS. LINES TO BE RUN THROUGH WALLS, AS SHOWN ON FIXTURE PLUMBING PLAN, FROM COIL LOCATION TO FLOOR SINK LOCATION. EXPOSED PORTIONS OF LINES WITHIN WALK -INS TO BE INSULATED TO PREVENT FREEZING OF CONDENSATE. PLUMBER TO VERIFY REFRIGERATED DISPLAY CASE LOCATION WITH FOOD SERVICE EQUIPMENT CONTRACTOR AND PROVIDE SAME BEFORE WALLS ARE COVERED OR DISPLAY CASE IS INSTALLED. WASTE LINES RUNNING FROM DISPOSER UNITS SHOULD BE AS DIRECT AS POSSIBLE WITH MAXIMUM FALL. ALL PLUMBING LINES WITHIN FIXTURES ARE TO BE RUN THROUGH BULKHEADS, RACEWAYS, AND BEHIND SHELVES WHEREVER POSSIBLE. PLUMBER TO TAKE SPECIAL CARE IN RUNNING LINES IN FIXTURES THAT HE DOES NOT BLOCK ANY SPACE WHICH IS TO BE RUN EITHER TO BACK OR SIDE OF COMPARTMENTS AND THEN DOWN TO FLOOR SINK OR DIRECT WASTE LINE LOCATION. PLUMBER TO PROVIDE INTERIOR AND EXTERIOR HOSE BIBBS AS DIRECTED ON FIXTURE PLUMBING PLAN AND ARCHITECTURAL MECHANICAL PLANS. PLUMBER TO PROVIDE VACUUM BREAKERS ON ALL HOSE BIBBS. PLUMBER TO PROVIDE ALL BACK FLOW PREVENTION DEVICES AS REQUIRED BY LOCAL CODES UNLESS OTHERWISE NOTED. PLUMBER TO PROVIDE HOT WATER SYSTEM SPECIFIED ON ARCHITECTURAL MECHANICAL PLANS. IF 180 DEGREE HOT WATER IS SUPPLIED FROM MAIN WATER HEATER, PLUMBER TO PROVIDE RECIRCULATING 180 DEGREE LINE, COMPLETE WITH RECIRCULATING PUMP, TO DISHWASHER RINSE LINE CONNECTION. PLUMBER TO PROVIDE 20# PRESSURE REGULATOR AND TEMPERATURE GAGE FOR RINSE LINE CONNECTION TO DISHWASHER. PLUMBER TO CONNECT WATER SOFTENING AND WATER FILTERING EQUIPMENT, IF USED. VERIFY LOCATION WITH ARCHITECTURAL MECHANICAL PLANS. WATER PROVIDED TO COFFEE MAKERS MUST NOT FEED OFF WATER SOFTENERS, UNLESS OTHERWISE SPECIFIED. PLUMBER TO PROVIDE COLD WATER LINES, GAS LINES, AND DRAINS ON ROOF AS REQUIRED FOR FIXTURE EXHAUST AND MAKE -UP AIR PLAN AND ARCHITECTURAL PLANS FOR LOCATION AND REQUIREMENTS. VERIFY HOOK -UP OF UNITS AT JOB SITE WITH FIXTURE SHEET METAL FABRICATOR SUPPLYING SYSTEMS. ALL EXPOSED WATER LINES TO BE TYPE "L" COPPER AND ARE TO BE SIZED TO MEET JOB DEMANDS BY MECHANICAL ENGINEER AND /OR PLUMBING CONTRACTOR. ALL UNDERGROUND WATER LINES TO BE TYPE "K" COPPER AND ARE TO BE SIZED TO MEET JOB DEMANDS BY MECHANICAL ENGINEER AND /OR PLUMBING CONTRACTOR. PLUMBER TO PROVIDE AND CONNECT ALL WATER LINES, GAS LINES, DRAIN LINES, FLOOR SINKS AND FLOOR DRAINS, INCLUDING NECESSARY VALVES, FITTINGS, AND TRIM FOR ALL RESTAURANT FIXTURES AND EQUIPMENT AS REQUIRED AND SHOWN ON FIXTURE PLUMBING PLAN, PLUMBING SCHEDULE AND NOTES. THIS WORK TO BE PERFORMED BY THE PLUMBING CONTRACTOR UNDER THE GENERAL CONTRACT IN A FIRST CLASS WORKMANLIKE MANNER. PLUMBING CONTRACTOR TO CORE DRILL AND INSTALL ANY CONDUITS AND FIRE SEPARATION SLEEVES WHERE REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO SEE THAT HIS PHASE OF THE WORK MEETS, AND IS INSTALLED IN ACCORDANCE WITH STANDARDS REQUIRED BY ALL GENERAL, STATE, AND FEDERAL LAWS (INCLUDING HEALTH CODES), AND ANY CODES PECULIAR TO MUNICIPALITY OR AREA WHERE JOB IS TO BE INSTALLED. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO CONTACT FOOD SERVICE EQUIPMENT CONTRACTOR IN THE EVENT THERE ARE DISCREPANCIES . BETWEEN THE PLUMBING ENGINEERED DRAWINGS AND FIXTURE PLUMBING DRAWINGS. HOLES OR OPENINGS REQUIRED IN EQUIPMENT AND FIXTURES FOR WATER, WASTE, GAS LINES, SHALL BE CUT BY THE FOOD SERVICE EQUIPMENT CONTRACTOR. 1. 2. 3. 4_ 5. • 7 8. 9. 10. 11. 12. 13. 14 . 15. 16. 17. 18. 19. 20. 21 • 22. 23. 24 . 25. ALL ELECTRICAL OUTLETS AND CONNECTIONS SHOWN ON FIXTURE PLAN AND SCHEDULE ARE FOR FIXTURES AND EQUIPMENT SHOWN ON FOOD SERVICE EQUIPMENT CONTRACTOR EQUIPMENT FIXTURE FLOOR PLAN, SEE ARCHITECTURAL PLANS AND GENERAL CONTRACTOR FOR FURTHER BUILDING ELECTRICAL REQUIREMENTS. ALL HORIZONTAL DIMENSIONS SHOWN ON FIXTURE ELECTRICAL PLAN ARE TAKEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER LINE OF OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE. HEIGHT OF ELECTRICAL OUTLETS (NOTED AS PLUS 12 ", 24" ETC.,) ON FIXTURE ELECTRICAL SCHEDULE IS GIVEN FROM FINISHED FLOOR (NOT FINISHED CURB), TO CENTER LINE OF OUTLET SET HORIZONTALLY. ELECTRICAL LINES SO NOTED ARE TO BE RUN IN WALL AND TO TERMINATE IN BOX DR STUB OUT OF WALL AT HEIGHT INDICATED. ELECTRICAL LINES NOTED AS "STUB -UP" ON FIXTURE ELECTRICAL SCHEDULE ARE TO BE RUN UNDER FLOOR AND ARE TO STUB OUT OF FINISHED FLOOR OR CURB, AS THE CASE MAY BE, At LOCATION SHOWN. ALL ELECTRICAL POWER NOT OTHERWISE NOTED TO BE SINGLE PHASE. ALL 120 VOLT CONVENIENCE OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS ARE TO BE RATED 20 AMPS. ELECTRICAL CONTRACTOR IS TO PROVIDE ANY ADDITIONAL OUTLETS AS CALLED FOR BY ARCHITECT, OWNER, AND /OR GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE CAPS AND CORDS FOR ALL EQUIPMENT WHERE CAPS AND CORDS ARE NOT STANDARD WITH MANUFACTURER. ELECTRICIAN TO ALSO SHORTEN ANY CORDS SUPPLIED WITH EQUIPMENT IF REQUESTED TO DO SO BY OWNER OR FOOD SERVICE EQUIPMENT CONTRACTOR REPRESENTATIVE. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND PULL BOXES FOR REFRIGERATION, BEVERAGE, AND SODA GAS LINES. SEE FIXTURE REFRI- GERATION AND /OR FIXTURE ELECTRICAL NOTES AND PLANS. ELECTRICAL CONTRACTOR TO PROVIDE POWER AT COMPRESSOR LOCATIONS AS INDICATED ON PLAN. IF AUTOMATIC DEFROST SYSTEMS ARE USED FOR FREEZERS. ELECTRICAL CONTRACTOR TO PROVIDE 4 AND /OR 5 WIRE SERVICE FROM COMPRESSOR TO UNIT AND /OR UNITS. WHERE 208 VOLT IS SPECIFIED, FOOD SERVICE EQUIPMENT CONTRACTOR WILL PROVIDE TRANSFORMERS TO CORRECT VOLTAGE TO 230 VOLT FOR REMOTE ICE MAKER CONDENSING UNITS ONLY. TO BE INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL LOCKOUT DEVICES ON ALL BREAKERS FOR CLOCKS, REFRIGERATION, CONTROL WIRING AND EXHAUST SYSTEM CONTROLS. ELECTRICIAN TO SUPPLY STAINLESS STEEL COVER PLATES FOR ANY FULLY OR PARTIALLY EXPOSED PULL BOXES AND /OR ELECTRICAL ACCESS BOXES AND PROVIDE STAINLESS STEEL COVER PLATES FOR ALL CONVENIENCE OUTLETS. ELECTRICIAN TO PROVIDE POWER ON ROOF FOR AND CONNECT COMPONENTS OF FIXTURE MAKE -UP AIR AND EXHAUST SYSTEMS, INCLUDING CONTROL PANELS FOR WATER WASH HOOD. ELECTRICIAN TO INTERCONNECT EXHAUST AND MAKE -UP AIR SYSTEM FOR ACTIVATION FROM SINGLE SWITCH PROVIDED BY HIM. SEE ARCHITECTURAL PLANS AND SHOP DRAWINGS FOR REQUIREMENTS AND LOCATIONS OF EQUIPMENT. VERIFY CONNECTION OF UNITS AT JOB SITE WITH FIXTURE SHEET METAL FABRICATOR PROVIDING SYSTEMS. ELECTRICIAN TO PROVIDE AND RUN CONDUITS FOR TELEPHONE, SOUND SYSTEM, COMPUTER, AND P05 SYSTEMS, AS INDICATED ON FIXTURE ELECTRICAL PLAN, ARCHITECTURAL PLANS. AND /OR BY GENERAL CONTRACTOR, AND /OR OWNER. ELECTRICAL CONTRACTOR AND /OR ELECTRICAL ENGINEER TO SIZE ALL ELECTRICAL JUNCTION BOXES, CONDUIT AND PANELS. PANELS TO BE SIZED TO ALLOW ONE FREE CIRCUIT (FOR FUTURE USE) FOR EVERY FIVE CONNECTED CIRCUITS. ELECTRICAL CONTRACTOR 10 PROVIDE ALL JUNCTION BOXES AND CONVENIENCE OUTLET BOXES LOCATED IN WALLS AND IN WOOD FIXTURES (UNLESS OTHERWISE NOTED ON FIXTURE ELECTRICAL SCHEDULE). FIXTURE SHEET METAL FABRICATOR TO PROVIDE AND LOCATE ALL JUNCTION BOXES, CONVENIENCE OUTLET BOXES AND SWITCHES WHERE PART OF METAL FIXTURES (UNLESS OTHERWISE NOTED ON FIXTURE ELECTRICAL SCHEDULE). HOWEVER, INTERNAL WIRING FOR BOXES SUPPLIED AS PART OF FIXTURE TO BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. WHEREVER ACCESS IS NOT AVAILABLE FOR ELECTRICIAN TO RUN HIS LINES FROM JUNCTION BOXES TO END USAGE IN FIXTURE, FIXTURE FABRICATOR TO SUPPLY AND INSTALL SUITABLE CONDUIT FOR RUNNING OF SUCH LINES. ALL JUNCTION BOXES AND CONVEIENCE OUTLET BOXES LOCATED IN WALLS TO BE FLUSH WITH FINISHED WALL UNLESS OTHERWISE NOTED ON FIXTURE ELECTRICAL SCHEDULE. ELECTRICIAN TO PROVIDE EXTENDER BOXES THROUGH SPLASHES AS REQUIRED. MAGNETIC STARTERS, WHERE REQUIRED FOR ALL EQUIPMENT SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR UNDER FIXTURE CONTRACT, WILL BE SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE 120/60/1 OUTLET FOR WATER SOFTENER AND TIME CLOCK. SEE FIXTURE ELECTRICAL PLAN AND /OR ARCHITECTURAL PLANS FOR LOCATION. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL LIGHTING FIXTURES WHERE PART OF BUILDING AND TO ASSEMBLE AND INSTALL ALL DECORATIVE LIGHTING FIXTURE THAT MAY BE SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR AND /OR OWNER. SEE REFLECTED CEILING PLAN AND /OR ARCHI- TECTUAL PLANS FOR RERQUIREMENTS. ELECTRICAL CONTRACTOR TO PROVIDE AND CONNECT ALL LINES, CONDUITS, JUNCTION BOXES, OUTLET BOXES, PULL BOXES, SWITCHES, ETC., FOR ALL RESTAURANT FIXTURES AND EQUIPMENT AS REQUIRED AND AS SHOWN ON FOOD SERVICE EQUIPMENT CONTRACTOR ELECTRICAL PLAN, ELECTRICAL SCHEDULE AND NOTES INCLUDING INTERNAL WIRING OF FIXTURES. THIS WORK TO BE PERFORMED BY ELECTRICAL CONTRACTOR UNDER THE GENERAL CONTRACT IN A FIRST CLASS, WORKMANLIKE MANNER. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND COMPLIANCE WITH ANY AND ALL RELATED CODES, INCLUDING ANY REQUIRED ELECTRICAL INSPECTION OF CUSTOM FIXTURES DURING OR AFTER FABRICATION AT FABRICATOR'S SHOP OR AFTER DELIVERY OF FIXTURES TO JOB SITE. ELECTRICAL CONTRACTOR SHALL CHECK WITH FIXTURE FABRICATOR ON PROGRESS OF FABRICATION AND SHALL BE RESPONSIBLE FOR ANY REQUIRED INSPECTION OF INACCESSIBLE AREAS IN FIXTURES BEFORE SUCH AREAS ARE CLOSED OR SEALED. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO FURNISH FOOD SERVICE EQUIPMENT CONTRACTOR WITH A WRITTEN LETTER INDICATING THE VOLTAGE, PHASE AND CYCLE AVAILABLE FOR EQUIPMENT PRIOR TO ORDERING EQUIPMENT. NO ELECTRICAL EQUIPMENT WILL BE ORDERED UNTIL RECEIPT BY FOOD SERVICE EQUIPMENT CONTRACTOR OF THIS LETTER. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO SEE THAT HIS PHASE OF THE WORK MEETS AND IS INSTALLED IN ACCORDANCE WITH STANDARDS REQUIRED BY ALL GENERAL, STATE AND FEDERAL LAWS (INCLUDING HEALTH AND FIRE CODES) AND ANY AND ALL CODES PECULIAR TO MUNICIPALITY OR AREA WHERE JOB IS BEING INSTALLED. - WHERE THE SYMBOLS 0 ARE INDICATED FOR A SOLID CONNECTION, A 6' -0" SECTION OF FLEX CONDUIT SHOULD BE STUBBED OUT AT THE PROPER LOCATION AND SHALL BE CONNECTED TO "J" BOX LOCATED IN A CONVENIENT POSITION ON EQUIPMENT AFTER EQUIPMENT HAS BEEN PLACED IN POSTION. IF LOCAL GODES DO NOT PERMIT THIS METHOD, PLEASE CONTACT FOOD SERVICE EQUIPMENT CONTRACTOR IMMEDIATELY. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO CONTACT FOOD SERVICE EQUIPMENT CONTRACTOR IN THE EVENT THERE ARE DISCREPANCIES BETWEEN THE ELECTRICAL ENGINEERED DRAWINGS AND FIXTURE ELECTRICAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO SEE THAT ALL LIGHTING FIXTURES ARE PROPERLY SUPPORTED AND MEET LOCAL BUILDING CODES. 26. 27. 28- 29. 30. 31. 32. 33, ELECTRICAIN TO PROVIDE DISCONNECT AND /OR THROW OFF SWITCHES FOR ANY EQUIPMENT AS REQUIRED BY LOCAL CODE. ELECTRICIAN TO PROVIDE TEMPORARY POWER FOR FOOD SERVICE EQUIPMENT CONTRACTOR INSTALLERS. ELECTRICAL CONTRACTOR TO VERIFY SITE AND LOCATION OF ELECTRICAL TRANSFOR REQUIRED PRIOR TO INSTALLATION WITH FOOD SERVICE TRANSFORMER IF Q IOR T LA ION WI ERVICE EQUIPMENT CONTRACTOR. PROVIDE AND INSTALL TRANSFORMER PER CODE. ELECTRICAL CONTRACTOR TO LABEL AND NUMBER ELECTRICAL PANELS PER FOOD SERVICE EQUIPMENT SCHEDULE. LABEL TO BE TYPED AND INSTALLED IN A WATERPROOF MANNER. ELECTRICAL CONTRACTOR TO BE PRESENT AT ALL TRADE INSPECTIONS. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ELECTRICAL CONTACTORS FOR ALL ELECTRICAL COOKING EQUIPMENT FOR FIRE CONTROL SYSTEM. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL HEATER TAPE FOR CONDENSATE DRAIN LINES IN WALK -IN , REACH -IN, AND /OR FREEZER BASES. HOLES AND /OR OPENINGS REQUIRED IN EQUIPMENT AND FIXTURES FOR SERVICE OUTLETS, CONDUIT RUNS, WIRING, ETC., SHALL BE CUT BY THE FOOD SERVICE EQUIPMENT CONTRACTOR ONLY. 1. 2. 3. 4. 5, 6. 7. 8 10. 11. 12. 13. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL ALL CONDUIT AND PULL BOXES UNDER THE GENERAL CONTRACT FOR FIXTURE REFRIGERATION SYSTEM. ALL FULLY OR PARTIALLY EXPOSED PULL BOXES TO BE COMPLETE WITH STAINLESS STEEL COVER PLATES. SIZE OF PULL BOXES TO BE AS SHOWN ON FOOD SERVICE EQUIPMENT CONTRACTOR REFRIGERATION PLAN. CONDUIT TO BE ROUND APPROVED TYPE, DIAMETER AS INDICATED WITH MINIMUM BENDING RADIUS OF 24" . FACTORY L'S WILL NOT BE PERMITTED ) VERIFY WITH CODES TYPE OF CONDUIT REQUIRED. GALVANIZED CONDUIT SHOULD NOT BE USED WITH COPPER REFRIGERATION SYSTEMS. LL HORIZ E SIONS ON FIXTUR R GERA710N RE ALL HORIZONTAL DIMENSIONS SHOWN FIXTURE REFRIGERATION PLAN ARE GIVEN FROM FACE OF FINISHED WALLS TO CENTER LINES OF PULL BOX OR CONDUIT AND /OR FROM CENTER LINE OF PULL BOX OR CONDUIT TO CENTER LINE OF PULL BOX OR CONDUIT, UNLESS OTHERWISE NOTED. HEIGHT OF PULL BOXES ON WALLS IS GIVEN FROM FINISHED FLOOR TO CENTER LINE OF PULL BOX. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CONDUIT FOR REMOTE 002, SYRUP AND BEER LINES FOR DISPENSING SYSTEMS AS CALLED FOR ON FIXTURE REFFRIGERATION PLAN. ELECTRICAL CONTRACTOR TO SUPPLY POWER AT COMPRESSOR RACK FOR AND CONNECT COMPRESSORS COMPLETE WITH DISCONNECT SWITCHES, UNLESS NOTED OTHERWISE HEREIN. SEE FIXTURE REFRIGERATION SCHEDULE FOR REQUIREMENTS. FIXTURE REFRIGERATION CONTRACTOR TO SUPPLY AND INSTALL ALL COM- PRESSORS, LINES, FITTINGS AND VALVES FOR COMPLETE FIXTURE REFRI- GERATION SYSTEM. FIXTURE REFRIGERATION CONTRACTOR TO SUPPLY AND INSTALL WELDED ANGLE IRON RACK AND PROTECTIVE HOUSING SIZE TO HOLD ALL REMOTE COMPRESSORS AND CONDENSORS. FOLLOWS: GENERAL CONTRACTOR TO SUPPLY AIR COMPRESSOR ROOM AS FOS: 1,200 LLOW CFM'S OF AIR PER H.P. ARE REQUIRED TO BE BROUGHT INTO COMPRESSOR ROOM AND BLOWN DOWN ACROSS THE FACE OF COMPRESSORS, WITH PROPER GRILLS IN WALL TO SAME AMOUNT OF AIR. IF COMPRESSOR ROOM WILL EXCEED 100 DEGREES AT ANY TIME, THE AIR BROUGHT IN MUST BE COOLED. ELECTRICAL CONTRACTOR TO PROVIDE 4 -WIRE, OR 5 -WIRE TO 7 -WIRE COLOR CODED SERVICE FROM FREEZER COMPRESSOR AND TIME CLOCK TO FREEZER BLOWER COIL IN FIXTURE FOR AUTOMATIC DEFROST SYSTEM. CONDUIT RUNS ON PLAN FOR SYRUP LINES, CO2, GAS LINES, AND REFFRIG- ERATION LINES ARE SHOWN ONLY SCHEMATIC: CONDUIT SHALL NOT EXCEED 45 FEET IN LENGTH ON HORIZONTAL OR VERTICAL RUNS, AND NO MORE THAN THREE (3) CONDUIT BENDS WITHOUT TERMINATING IN A 12" X 12" X 4" PULL BOX. PULL BOX LOCATIONS SHALL BE ACCESSIBLE FOR PULLING OF LINES, CONDUIT BENDS MUST HAVE A MINIMUM RADIUS OF 24 ". GENERAL CONTRACTOR TO PROVIDE 6" HIGH PLATFORM ON ROOF. TOP OF PLATFORM COVERED WITH GALVANIZED SHEET METAL. SEE PLAN AND /OR SCHEDULE FOR SIZE. REFRIGERATION CONTRACTOR TO PROVIDE HEATER TAPE FOR FREEZER DRAIN LINE. ELECTRICAL CONTRACTOR TO HOOK -UP. Dos...114 `a�+`i°i CODE NOTES PERTAINING TO FIXTURE CURB AND WALL BACKING PLAN 1. 2. 3. 4. 5- 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16- ALL CURB DIMENSIONS ARE GIVEN FROM FACE OF FINISHED WALL TO FACE OF FINISHED CURB AND /OR FROM FACE OF FINISHED CURB TO FACE OF FINISHED CURB UNLESS OTHERWISE NOTED ON PLAN, ALL CURB HEIGHTS ARE GIVEN FROM FINISHED FLOOR TO TOP OF FINISHED CURB. FINISHED ALL CURBS TO RECEIVE EQUIPMENT AND/OR FIXTURES AT FINISHED WALL SMOOTH AND LEVEL AND INTERSECTION OF TOP OF CURB B AT O TO BE FINISHED SQUARE (NO COVE). ALL CURBS IN AREAS WITH TILE FLOORS TO HAVE COVED TILE ON ALL EXPOSED FACES INCLUDING SET -BACKS AT PARTIALLY EXPOSED FLOOR SINKS. ALL AREAS WITH TILE FLOORS TO HAVE COVED TILE BASE UP WALL. BASES TO BE SET FLUSH WITH FINISHED WALL MATERIAL ABOVE BASE - ALL EXPOSED CONCRETE FLOORS TO BE SEALED WITH ACID RESISTANT SEALANT. ALL AREAS WITH EXPOSED CONCRETE FLOORS TO HAVE COVED CONCRETE BASE 6" HIGH, UNLESS OTHERWISE SET FLUSH WITH FINISHED WALL MATERIAL ABOVE. EXCEPTION: WALL BASE WALK -IN COOLER AND FREEZER TO BE 9" HIGH. ALL CARPET TO BE FLUSH WITH ADJACENT FLOORING MATERIAL. ALL NECESSARY BACKING FOR CANTILEVER TABLE TOPS, SHELVING, ETC., SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. SEE BACKING PLAN. ALL AND FLOOR LL FLOOR SINKS SEE FIXTURE PLUMBING PLAN FOR LOCATION OF DRAINS. ALL FLOOR SINKS AND FLOOR DRAINS ARE TO BE SET FLUSH WITH PINISHED FLOOR UNLESS OTHERWISE NOTED ON FIXTURE PLUMBING PLAN, PLUMBING SCHEDULE, AS REQUIRED. IN THE EVENT RACEWAY IS INDICATED ON CURB PLAN, THE CONCRETE CONTRACTOR WILL BACK FILL EXPOSED AND ACCESSIBLE OPENING OF RACEWAYS AND OTHER. PROVIDE 3/4" RADIUS COVE WHERE FINISHED FACE OF CURB INTERSECTS THE FINISHED FLOOR UNLESS OTHERWISE INDICATED ON PLAN AND EXPOSED CURBS WHERE FINISHED TOP OF CURB INTERSECTS FINISHED WALL. ALL SLEEVES, OR CANS FOR DISHTABLES OR POT SINKS TO BE SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR, BUT INSTALLED BY GENERAL CONTRACTOR. ALL CANTILEVERED BRACKETS FOR TABLE TOPS, WORK TABLES, DISHTABLES, INSTALLED BY GENERAL CONTRACTOR IN ACCORDANCE WITH SPECIFICATIONS AND SINKS TO BE PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR, BUT AND DIMENSIONS PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR. SLEEVES FOR CANTILEVERED STOOL BASES AT COUNTERS, IF USED, TO BE SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR FOR INSTALLATION INTO CURB BY THE GENERAL CONTRACTOR. FOOD SERVICE EQUIPMENT CONTRACTOR TO SUPPLY AND INSTALL (INCLUDING CORE DRILLING) ALL SLEEVES FOR DINING TABLE BASES AND EMPLOYEES DINING STOOLS. ALL WALLS DIRECTLY ADJACENT TO COOKING ITEMS, SUCH AS BROILERS, FRYERS, OVENS, RANGES, ETC., TO BE CONSTRUCTED OF NON COMBUSTIBLE MATERIALS PER LOCAL CODES. FIXTURE EXHAUST AND MAKE -UP q �a?� AIR SYSTEM NOTES mod' �� 14 � 1. 2. 3. 4. 5. 6. 7_ GENERAL CONTRACTOR TO PROVIDE FINISHED SHAFTS AND OPENINGS THROUGH CEILING AND ROOF FOR EXHAUST AND MAKE -UP AIR DUCTS. OPENINGS AND SHAFTS TO BE SIZED AND LOCATED PER FIXTURE EXHAUST & MAKE -UP AIR PLAN. EXHAUST DUCTS SHAFTS AND OPENINGS TO BE CONSTRUCTED SO AS TO HAVE MINIMUM 2 -HOUR FIRE RATING, OR AS REQUIRED BY GOVERNING CODES. ALL ROOF PENETRATIONS MUST HAVE A MINIMUM OF 4" HIGH CURB WITH ROOFING MATERIAL COVED UP FACE SO ONLY TOP SURFACE REQUIRES WEATHERPROOFING. GENERAL CONTRACTOR TO WEATHERPROOF ALL ROOF OPENINGS. GENERAL CONTRACTOR TO PROVIDE 6" HIGH PLATFORMS AND SLEEPERS ON ROOF FOR COMPRESSOR PAD AND MAKE -UP AIR UNITS. TOPS OF ALL PADS TO BE COVERED IN GALVANIZED SHEET METAL BY GENERAL CONTRACTOR. VERIFY SIZE AND LOCATION OF PADS WITH FIXTURE SHEET METAL FABRICATOR AND REFRIGERATION CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE POWER ON ROOF FOR THE CONNECT ALL EXHAUST AND MAKE -UP AIR SYSTEM COMPONENTS. SUPPLY SHUT -OFF OR DISCONNECT SWITCHES FOR EACH UNIT 50 THAT EACH PIECE OF EQUIPMENT CAN BE SWITCHED OFF ON ROOF. ALL ELECTRICAL LINES, CONNECTIONS, AND SWITCHES ON ROOF MUST BE WEATHERPROOFED. THIS WORK TO BE DONE BY ELECTRICIAN UNDER HIS CONTRACT WITH THE GENERAL CONTRACTOR. (NOTE: FIXTURE SHEET METAL FABRICATOR TO SUPPLY MAGNETIC STARTERS AND THERMO - OVERLOAD PROTECTION FOR UNITS UNDER HIS CONTRACT.) ELECTRICAL CONTRACTOR TO PROVIDE, INSTALL, AND HOOK -UP SWITCH BOXES FOR OPERATING MAKE -UP AIR SYSTEMS- FIXTURE SHEET METAL FABRICATOR TO PROVIDE ELECTRICIAN WITH WIRING DIAGRAM SHOWING CONNECTION OF UNITS. ELECTRICAL CONTRACTOR TO HOOK UP EXHAUST UNITS WITH SINGLE SWITCH WITH PILOT LIGHT. PLUMBER TO PROVIDE WATER LINES, GAS LINES AND NECESSARY DRAIN ON ROOF FOR AND CONNECT ALL MAKE -UP AIR SYSTEM COMPONENTES. SUPPLY READILY ACCESSIBLE SHUT OFF VALVES IN GAS LINES TO EACH DUCT FURNACE AND IN WATER LINES TO EACH EVAPORATIVE COOLER, EVAPORATIVE COOLERS TO DRAIN TO ROOF DRAINS. THIS WORK TO BE DONE BY THE PLUMBER UNDER HIS CONTRACT TO THE GENERAL CONTRACTOR. BUILDING HEATING AND VENTILATING CONTRACTOR TO MECHANICALLY VENT ALL RESTROOMS AND STOREROOMS UNDER THE GENERAL CONTRACT. SEE MECHANICAL PLANS. of Tow" A rra Cip U REVISION 03-05-08 HEALTH DEPARTMENT RESURMITTAL DRAWN BY: CAD APPROVED BY: ROSE DATE: 12/17/07 PROJECT NUMBER SCALE: 1/4"=1'- 0" H NO. D FILTER(S) LIGHT(S) UTILITY CABINETCS) FIRE SYSTEM PI PING WEIGHT TYPE QTY. HEIGHT LENGTH QTY, TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY L❑CATI ❑N 1 SS Baffle with Handles 2 16' 16' 8 Incandescent Light Fix NO 32' 5000 - 0.645' 0 YES 467 LBS. 12 16' 20' 2 SS Baffle with Handles 3 16' 16' 2 Incandescent Light Fix NO 4824 ND -2 -PSP -F 4' 0.00' 450 Deg. 800 9' 8' YES 225 LBS. - 0.307' 640 3 SS Baffle with Handles 3 16' 16' 2 Incandescent Light Fix NO 3 4224 ND -2 NO 199 LBS. 1000 10' 9' HOOD NO MODEL LENGTH MAX, C❑ ❑KING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG, TOTAL EXH. CFM RISERCS) TOTAL SUP. CFM RISER(S) END TO END ROW WIDTH LENG. DIA. CFM S.P. WIDTH LENG, DIA. CFM S.P. 1 6024 NDI 11' 6.00' 600 Deg. 5000 14' 32' 5000 - 0.645' 0 430 SS Where Exposed ALONE N/A 2 4824 ND -2 -PSP -F 4' 0.00' 450 Deg. 800 9' 8' 800 - 0.307' 640 430 SS Where Exposed ALONE N/A 3 4224 ND -2 4' 0.00' 600 Deg, 1000 10' 9' 1000 - 0,413' 0 430 SS Where Exposed ALONE N/A HOOD N❑. OPTION LENGTH WIDTH 1 LEFT END STAND❑FF(FIN /INS- ISLAND) 1' Wide Insulated DIA. RIGHT END STAND❑FF(FIN /INS- ISLAND) 1' Wide Insulated 3 FINISHED BACK - GROUND /POLISH 48.00' Long 6' HO ❑D N❑ POS. LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG. DIA. CFM S.P. 2 Front 48' 12' 6' 10' 16' 640 0.115' HOOD INFORMATION HOOD INFORMATION PERFORATED SUPPLY PLENUM(S) HOOD OPTIONS 60,00' 1.00' Hood #1 t•� 69.00' 48 12, 3.00' 32.00' U.L. Listed Incandescent Light Flx C �1 30.00' C EXHAUST 11' 6.00' 00' 00' 1 r Hood #2 9,00' 0 0 U.L. Listed Incandescent Light Fix [____ 16.00' II 3' UNINSULATED STAND° 6.00' 1 24.00' 4' 0.00' 24.00' C SUPPLY 24.00° 1 24,00' 69.00' PLAN VIEW - Hood #1 - 11' 6,00' LONG 6024NDI PLAN VIEW - Hood #2 - 4' 0.00' LONG 4824ND -2 -PSP -F t•� 1.00' 42.00' 3.00' FINISHED BACK Hood #O 10.00' - 9.00' L 9.00' O U.L. Listed Incandescent Light Fix Q 24.00' i 4' 0.00' 24,00' PLAN VIEW - Hood #3 - 4' 0,00 LONG 4224ND -2 HANGING ANGLE 3' STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS HANGING ANGLE EXHAUST RISER SLOPED GREASE DRAIN WITH REMOVABLE CUP I EXHAUST RISER GREASE DRAIN WITH REMOVABLE CUP 42/48 60' 16" U.L. CLASSIFIED BAFFLE-TYPE GREASE FILTERS EQUIPMENT BY OTHERS SECTION VIEW - MODEL 6024NDI 100W VAPORPROOF INCANDESCENT LIGHT 33' MIN 48' MAX 33' MIN 48' MAX f n i 16" U.L. CLASSIFIED BAFFLE -TYPE GREASE FILTERS EQUIPMENT BY OTHERS 12' 2.75' 24' NOM 78' TYP. 24' NOM 78' TYP. SECTION VIEW - MODEL 42/4824 -ND -2 with PSP Accessory 100W VAPORPROOF INCANDESCENT LIGHT SUPPLY RISER WITH VOLUME DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE * ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY ND -2 HANGING ANGLE DETAIL HOOD STYLE CANOPY ND2 ND2 -PSP -F BACKSHELF 2847BD VHB /VHB -G DIMS DIM FROM ER 4.166" 4.166" 2.00" 36 "X36" 2.246" DIM FROM (24 H) 2.246" 2.246" 14.25" 42"X42" 2.246" DIM FROM (30' FRONT 2.246" 2.246" 48 "X48" 2.246" HANGING ANGLE LOCATIONS EXHAUST CFM - LENGTH OF HOOD X CFM /UN.FT. (LOAD) SUPPLY CFM EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT AREA -144 X CFM FPM( *) TOTAL DUCT AREA DUCT LENGTH.* DUCT DEPTH * CAPTIVE -AIRE VENTILATOR DUCT SIZES ARE CALCULATED USING AN EXHAUST VELOCITY OF 1500 -1800 FPM AND A SUPPLY VELOCITY OF 1000 FPM. CALCULATIONS UTILIZED CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH: 3054804 -001 84 3054804 -002 Ci NFPA' BUILDING CODES CAPTIVE -AIRE HOODS HAVE OPTIONAL CLEARANCE REDUCTION SYSTEMS AVAILABLE AS FOLLOWS: MATERIA NON- COMBUSTIBLE UMITED-COMBUSTIBLE COMBUSTIBLE CLEARANCE REDUCTION SYSTEM NONE REQUIRED 3" UNINSULATED STANDOFF 3' INSULATED STANDOFF CLEARANCE TO COMBUSTIBLES INSTALLATION 1. ALL ELECTRICAL "FIELD" CONNECTIONS AND RELATED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL PLUMBING "FIELD' CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. 3. HANGING BRACKETS LOCATED AND WELDED AS SHOWN ON PLANS. ALL OTHER HANGER MATERIALS PROVIDED BY INSTALLING CONTRACTORS. 4. ALL CONNECTIONS FROM CAPTIVE -AIRE DUCT PER MECHANICAL CONTRACTORS'S PLANS. 5. COOKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE. 6. EXHAUST FANS TO TURN ON IN EVENT OF FIRE. 7. ALL UGHTS FIXTURE SHOWN INSTALLED BY CAPTIVE -AIRE ARE FACTORY PREWIRED. INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES BY ELECTRICAL CONTRACTORS. 8. LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS. 9. SEISMIC RESTAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTOR. 10. INSTAWNG CONTRACTORS ASSUME ALL RELATED REPONSIBILITY FOR VERIFICATION OF DIMENSIONAL DATA CONTAINED ON THESE DOCUMENTS FOR ACCURACY, INTEGRATION, AND ADMINISTRATION OF CODE REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. BALANCE 11. KITCHEN HOODS MUST BE BALANCED WITH KITCHEN. 12. KITCHEN SHALL BE NEGATIVE WITH RESPECT TO DINING AREA 13. RESTAURANT SHALL BE POSITIVE WITH RESPECT TO AMBIENT PRESSURE. ADDffIONAL 14. WRITTEN HOOD DIMENSIONS HAVE PRECEDENCE OVER SCALE 15. SIGNED AND APPROVED' COPIES OF THIS DOCUMENT MUST BE RECEIVED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. GENERAL NOTES RESISTANCE VS. AIRFLOW - 2^ Kleen -Gard Baffle Type Grease raters In as 05 as 02 ao25 150/0.76 =na1 750/127 311/152 351/1.76 00 /Z0 AIRFLOW (fpm /m /s) sC& ROM= PRODUCTS o 0225 a175 0.125 1075 Kleen -Gard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168 -78 -M Aluminum MEA # 247 -96 -E Stainless Steel n to FILTER DETAIL REVISIONS DESCRIPTION A A A Added Fans Added Pizza Oven and Fan DATE: 3 -3 -08 3 -4 -08 1 c MAR 6 2008 DATE: 12 -17 -07 DWG. #: 700611 DRAWN BY: AHJ SCALE: N.T.S. HOOD DETAIL PLAN SHEET# 1 of 3 RECENED MAR 0 7 2008 PERMIT CENTEF. lr' FAN UNIT NO. FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN MODEL TAG CFM SP. RPM W.P. 0 VOLT FLA BLOWER H ❑USING TAG CFM S.P. RPM H,P. 0 VOLT FLA 1 NCA24FA NCA24FA 19.500'W x 19.500'L x 5000 - 1.200' 866 5.000 3 208 14.1 31.000'W x 79,000'L x 20,000'H Insulated 2 NCA14HPFA NCA14HPFA 800 - 0.800' 1055 0,500 1 115 8.0 3 NCA10FA NCA10FA 1000 - 0.800' 1160 0.500 1 115 8,0 4 A2- 13.500 -G15 G15 A2 -13.500 5440 0.600' 1135 5.000 3 208 14.1 ND. ❑ FAN ITEM 1 -- Grease Box SIZE 1 - Grease Box 3 1 # 1 Curb 31.500'W x 31.500'L x 20.000'H Vented Hinged 2 # 2 Curb 23.000'W x 23.000'L x 20,000'H Vented Hinged 3 # 3 Curb 19.500'W x 19.500'L x 20.000'H Vented Hinged 4 # 4 Curb 31.000'W x 79,000'L x 20,000'H Insulated FAN NO. OPTION (Qty, - Descr,) 1 1 -- Grease Box 2 1 - Grease Box 3 1 - Grease Box FAN MODEL HT W B C FILTER SIZE & QTY F MODEL R R❑ WEIGHT LB NCA24FA 37 1/2 43 3/8 2 33 30 5/8 23 7/8 28 270 NCA10FA 27 1/4 30 1/4 2 21 21 1/2 13 1/4 16 120 r I BTU RANGE (MBH) GAS PRESSURE GAS CONNECTION CFM RANGE FILTER SIZE & QTY MAX, FILTER VEL ❑CITY MODEL BURNER LENGTH BTU LOW BTU HIGH MIN MAX 'T" (NPT) MIN MAX D.500 -G15 12' 18 550 7' WC 14' WC 1 2500 6000 20'x25'x2" (3) @6000 CFM = 696 FPM r I UNIT DIMENSI ❑NS CURB DISCHARGE OPENING MODEL ° DISCHARGE OPENING FLEX CONDUIT FOR FIELD WIRING J I I 1 — r L J L 0 0 F FAN MODEL UNIT DIMENSI ❑NS CURB DISCHARGE OPENING MODEL WEIGHT A B C D E F G H J K N P R S D.500 -G15 810 LBS 82 -3/8 37 -3/8 36 -3/4 33-1/16 3 -3/4 53 -5/8 7-13/16 42 -13/16 31 79 18-3/4 16 6 -1/8 10 -13/16 FAN MODEL HT W B C F R R❑ WEIGHT LB NCA14HPFA 30 1/2 33 3/4 2 24 3/4 23 14 7/8 20 140 FAN UNIT ND. BTU's TEMP. RISE GAS TYPE 4 319546 55 deg F Natural FAN MODEL D E NCA24FA 31 1/2 20 NCA10FA 19 1/2 20 FAN MODEL D E NCA14HPFA 23 20 FAN INFORMATION FAN OPTIONS GAS FIRED MAKE-UP AIR UNIT(S) CURB ASSEMBLIES MODULAR OUTDOOR DOWN DISCHARGE DIRECT FIRED HEATER 00 II DIM "J" UNIT INF❑RMATI ❑N. DIM 'D' DIM "E" DIM '5' DIM 'B' DIM 'N' DIM 'J' DIM 'R' -J WALL DIM 'C' DIM 'G' DIM 'A' DIM 'P' i BLOWER/ MOTOR ACCESS DOOR DIM 'T' D IRECT FIRED MODULE • o DIM 'H' DIM 'K' Ow- SLOPED FILTER INTAKE CURB OUTER ROOF OPENING 2' SMALLER THEN CURB DIMENSION. ALL DIMENSI ❑NS ARE NOMINAL AND GIVEN IN INCHES, DIM SERVICE LIFTING LUGS DISCONNECT / 4 PLACES SWITCH 20 IN HIGH EQUIPMENT CURB sle IHDFDAH REV.*O 1/3/2005 CURB /RAIL COMBINATION USED ON UNITS WITH 20' AND 25° BLOWERS DIM 'J" — DIM 'K' 20 IN HIGH EQUIPMENT CURB & RAIL NCAFA SERIES UPBLAST EXHAUST FANS (UL762) HT HT B 0 1 3 R G =R +3" RO C R G =R +3" R❑ C 0 C REASE DRAIN NCAFA BELT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA NCAHPFA SERIES UPBLAST EXHAUST FANS (UL762) a NCAHPFA BELT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA 2G 4 REASE DRAIN DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 2G FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300 °F (149 °C) - GREASE CLASSIFICATI ❑N TESTING DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300 °F (149 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITH ❑UT ANY DETERI ❑RATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION, ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERI ❑D OF 15 MINUTES WITH ❑UT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE C❑NDITI ❑N. OPTIONS: GREASE BOX HINGED FAN PITCHED CURB INSULATED CURB FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED -- WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300 °F (149 °C) - GREASE CLASSIFICATI ❑N TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300 °F (149 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE ❑PERATI ❑N. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERI ❑D OF 15 MINUTES WITH ❑UT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE C❑NDITI ❑N. OPTIONS: GREASE BOX HINGED FAN PITCHED CURB INSULATED CURB R❑ RO PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. 3' FLANGE SPECIFY PITCH: 12 EXAMPLE: 7/12 PITCH = 30° SLOPE CURB DIMENSIONAL DATA RO PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. SPECIFY PITCH: CURB DIMENSIONAL DATA R❑ EXAMPLE: 7/12 PITCH = 30° SLOPE NCAFA -UL762 REV.N6 02/21/2005 VENTED CURB 20 GAUGE STEEL CONSTRUCTION ROOF OPENING DIMENSI ❑NS 3' FLANGE 12 NCAHPFA -UL762 REV.i6 02/21/2005 VENTED CURB 20 GAUGE STEEL CONSTRUCTION ROOF OPENING DIMENSIONS DDB4)-E f REVISIONS DESCRIPTION 0 A A A DATE: 1 c y Cr) MAR 0 6 2008 DATE: 12 -17 -07 DWG. #: 700611 DRAWN BY: AHJ SCALE: N.T.S. HOOD DETAIL PLAN SHEET# 2 of 3 RECEIVED MAR 0 7 2008 PERMIT CENTER i NO. TAG PACKAGE # L❑CATIpN SWITCHES ROOFTOP STARTERS OPTION FANS CONTROLLED LOCATI ❑N QUANTITY TYPE 0 H.P. VOLT. FLA 1 3 E1120102 Wall Mount In SS Box SS Wall Mount Box I. Light 1 Fan Exh-3 Exhaust In Flre Exhaust 3 5,000 208 14.1 Exh-4 Exh 1 115 - - - Supply 3 5.000 208 14.1 Exhaust 1 0,500 115 8.0 Exhaust 1 0,500 115 8,0 Motor Type PH Volt HP FLA BREAKER Exh -1 Exh 3 208 - - - Sup-2 Sup 3 208 - - - Exh-3 Exh 1 115 -- - - Exh-4 Exh 1 115 - - - _ ELECTRICAL PACKAGES i ELECTRICAL PREWIRE PACKAGE CONTROL INPUT 120VAC H1 =LINE, N1= NEUTRAL 15A BKR 10 11 12 13 14 16 17 18 INPUT 3 WIRE 3 PHASE 19 21 INPUT 2 WIRE 1 PHASE ea INPUT 2 WIRE 1 PHASE 23 24 DRAWING NUMBER E1120102 (Fan Switch Shown Installed) ST -1 OL -1 2 96 H2 JOB NAME _ -,pa• d. UME 3 PHASE 208V ST -1 OL -1 LL .T1 .rtiT1 T2 21 L3 T ; T3 23 3 PHASE 208V ST -2 OL -2 L1 T1 Ti 4 L2 T2 T2 L3 T3 T3 SUP -2 1 PHPS 115V L1 T1 27 JOB NUMBER UGHT INPUT 120VAC H2 - =LINE, N2-N5---NEUTRAL 15 15A BKR LS -01 GR GR DATE DRAWN BY Spare Relay Contacts C -RD NO-BL NC -PR BK - EL - BR - IR - RD - VH - NO C3 R2 - 2 0 C C4 4/2/2005 3Phase - 120V/1 Phase Pre -wire with 1 3Phase Exhaust Fan and 1 3Phase Supply Fan, 2 120V /1Phase Exhaust Fans, Exhaust in Fire Label Description ST Starter FS Fan Switch (Lighted) MS MicroSwitch (Ansul/PyroChem) R1 Relay DPDT LS Light Switch L Hood Light(s) GP General - Purpose Relay DPDT TX Transformer C Contactor GR Ground AF Air Flow Switch MS -1, MS -2 MicroSwitch Ansul Pyrochem C -RD C -RD NO -BK NO -BK NC -BR NC -BR SPARE RELAY CONTACTS CAN BE USED TO CONTROL ITEMS REQUIRING SHUT DOWN WHEN THE FIRE SYSTEM DISCHARGES, SUCH R1-R5 AS SHUNT TRIP, SIGNALS, RELAY Spag Contacts R2 -1 2tN NC TERMINAL FOR FIELD WIRING TO BUILDING FIRE PANEL, DRY CONTACTS FOR SIGNAL ONLY MS -2 C DENOTES FIELD WIRING DENOTES INTERNAL WIRING WIRE COLOR BLACK YW - YELLOW BLUE GY - GRAY BROWN PR - PURPLE ORANGE OR/BL - ORANGE/BLUE RED (STRIPD WHITE BL/RD - BLUE/RED (STRIPE) RD /GN - RED /GREEN (STRIPE) DRAWING SHOWN DE- ENERGIZED NOTE' IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM MICROSWITCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 12 x 18 x 6 Box Size REVIEWED FOR CODE COMPLIANCE APPROVE :, MAR 1 7 7BOb OW Of Tutoille REVISIONS DESCRIPTION A A DATE: 1 c a) co MAR 0 6 20081 DATE: 12 -17 -07 DWG. #: 700611 DRAWN BY AHJ SCALE: N.T.S. HOOD DETAIL PLAN SHEEN 3 of 3 RE.0 WED MAR 0 7 2008 PERMIT CENTER