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HomeMy WebLinkAboutPermit D12-179 - WESTFIELD SOUTHCENTER MALL - MUCHO BURRITO - TENANT IMPROVEMENTMUCHO BURRITO 971 SOUTh CENTER MALL D12 -179 City ofTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 971 SOUTHCENTER MALL TUKW Suite No: Project Name: MUCHO BURRITO Permit Number: D12 -179 Issue Date: 07/03/2012 Permit Expires On: 02/20/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: JAMES MILL Phone: 360 825 -7100 Address: 27202 SE 432 ST , ENUMCLAW WA 98022 Contractor: Name: MODCO DESIGN LLC Phone: 716 697 -4354 Address: 16125 JUANITA WOODINVILLE WY #702 , BOTHELL, WA 98011 Contractor License No: MODCODL895LT Expiration Date: 06/30/2013 Lender: Name: Address: DESCRIPTION OF WORK: NEW TENANT: TI ON AN EXISTING SHELL SPACE AT THE SOUTHCENTER MALL FOR A FUTURE BURRITO RESTAURANT. WORK INCLUDES INTERIOR SPACE AND SOME EXTERIOR FACADE WORK. Value of Construction: $120,000.00 Fees Collected: $2,831.39 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II-B Occupancy per IBC: 0004 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -179 Printed: 09 -12 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 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 Permit Center Authorized Signature: Date: l L- 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 not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: �% Date: d5//e/ L Print Name: O,af This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: 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 doc: IBC -7/10 D12 -179 Printed: 09 -12 -2012 granted. I 7: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 8: 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. 9: 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. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: 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. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 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, 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) 20: 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) 21: 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) 22: 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) 23: 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 K rated portable extinguisher. (IFC 904.11.5) 24: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) doc: IBC -7/10 D12 -179 Printed: 09 -12 -2012 25: Dead bolts are not allowed on auxiliary oors unless the dead bolt is automatically rzted when the door handle is engaged from inside the tenant space. (IF apter 10) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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) 29: 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) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 31: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328.(ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 32: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 36: Post address on storefront per approved Westfield standards. 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 40: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 41: Grease interceptor installation or connection to an existing outside grease interceptor shall require a separate permit. 42: RAIL C & D MUST BE GATED AND /OR MUST ALLOW FREE PEDESTRIAN PASSAGE ALONG STOREFRONT UNDER ROOF ARCADE. 43: ** *PLANNING DEPARTMENT CONDITIONS * ** 44: Rail C & D must be gated to allow pedestrian passage along storefront under roof arcade. doc: IBC -7/10 D12 -179 Printed: 09 -12 -2012 City o*I'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 971 SOUTHCENTER MALL TUKW Suite No: Project Name: MUCHO BURRITO Permit Number: D12 -179 Issue Date: 07/03/2012 Permit Expires On: 12/30/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: JAMES MILL Address: 27202 SE 432 ST , ENUMCLAW WA 98022 Phone: 360 825 -7100 Contractor: Name: MODCO DESIGN LLC Phone: 716 697 -4354 Address: 16125 JUANITA WOODINVILLE WY #702 , BOTHELL, WA 98011 Contractor License No: MODCODL895LT Expiration Date: 06/30/2013 Lender: Name: Address: DESCRIPTION OF WORK: NEW TENANT: TI ON AN EXISTING SHELL SPACE AT THE SOUTHCENTER MALL FOR A FUTURE BURRITO RESTAURANT. WORK INCLUDES INTERIOR SPACE AND SOME EXTERIOR FACADE WORK. Value of Construction: $120,000.00 Fees Collected: $2,705.39 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0004 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -179 Printed: 07 -03 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Private: Profit: N Private: N Public: Non - Profit: N Public: Date: C}-.773//e---- 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 comp 'ed with, whether specified herein or not. The granting of this permit doe not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performa i e of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: J,/, 3 r v�r This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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. doc: IBC -7/10 D12 -179 Printed: 07 -03 -2012 7: All construction shall be done in confor a with the approved plans and the require of the International Building Code or International Residential , International Mechanical Code, Washingttate Energy Code. 8: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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 K rated portable extinguisher. (IFC 904.11.5) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: 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) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) doc: IBC -7/10 D12 -179 Printed: 07 -03 -2012 25: Exit hardware and marking shall meet t quirements of the International Fire Code. (Chapter 10) 26: 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) 27: 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) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 29: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 30: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2328) 31: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 33: 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. 34: Post address on storefront per approved Westfield standards. 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 36: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 38: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 39: Grease interceptor installation or connection to an existing outside grease interceptor shall require a separate permit. doc: IBC -7/10 D12 -179 Printed: 07 -03 -2012 CITY OF TUKWI• Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permitliio. `2 111 P '- /� Project No. LP I - P)) Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 412014 7OC' 10 Site Address: 11 1 SOIL; I tt�GE Oce- 47 JAI Tenant Name: M.U.L1no t WAR, t10 Suite Number: 2.5 6 Floor: (3 f New Tenant: ig Yes ❑..No PROPERTY OWNER Name: `_ LESTF1EL.p Coke/SUM Coke/SUM fa- t STE12 ` �+ otD. Address: i 7 ( 5O4T14GEI(TE►2 I,JAy City: MK 0 t GLA State: I,JAr Zip: le(8g CONTACT PERSON — person receiving all project communication Company Name: M61D(� DE51 lull LL B Name: 3.6,N165 M c l.t. City: Qo•t NE(_t— State: wk Zip: ISO l I Address: 2 ?202 se tt32144 st. Contr Reg No.: NA'CODI- WL.i. Exp Date: City: �t.l�t lM Ct LAW State: W � Z`p :# 22 Phone: No0" 82 S '3(00 Fax: 366 • g2 S ' 4SI Z Email: �N6S @ L- IAI4TAvtLM lrretuotEAK DtE51c41 GENERAL CONTRACTOR INFORMATION Company Name: M61D(� DE51 lull LL B � Addrv� ess: I(�kr, Z uAMITAt•00001 g. W City: Qo•t NE(_t— State: wk Zip: ISO l I Phone: Dr . GIB- if 354 Fax: Contr Reg No.: NA'CODI- WL.i. Exp Date: Tukwila Business License No.: H:\Applications\Forms- Applications On Line\201 I Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Li cent i A4cam c t Lutz. Architect Name: 3t1/41A4c5 M1. Address: 2202 SE 1 e... ST City: Et4l Gl..A co State: Gat Zip: g8022- Phone: 3,0. 82s " .7I00 Fax: 360 .825 - 4 5( 2 Email: *'1f,5 4 LIGltT ii(GuITEctu✓tt ANODE 5/4/4. OVH ENGINEER OF RECORD Company Name: Engineer Name: fA1KE. Oiss E. 9£ - Address: 3212Q WE y m case 2 WAY S. (03 City: $cNi)� .Y E State: WA ZiP :g000 Phone: , 63s. 06(0 Fax: 253 • g35 •oSi3 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION -431 -3670 Valuation of Project (contractor's bid price): $ 12.0 k Existing Building Valuation: $ Describe the scope of work (please provide detailed information): IKALO yEs..4..Et41 OF AN E is'r �Cr SF�EL4. SPnr_E A'r 114E SOUZ M CPuAXt 4 t4.&.. rot. A FLkt1,AtR.E &&WJZ i(To ecSrAttivaA“.T. (00v1._ ()4WUDE5 l)-t'r d tot. SP4GE AlddO S0N\,ty eKrr0.r`ba rus /426 cAke.t .. Will there be new rack storage? ❑ Yes �.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: s4 AMA Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: raC (ST /"4G* - MO 400A4ompact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 1 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes A No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line1201 I Applications'emtit Application Revised - 8- 9- 11.docc Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ls`Floor 553,5-6Osr to 18 (0 1 SF -a- -e Iffs. A -I 2nd Floor N/A 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck filt Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: s4 AMA Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: raC (ST /"4G* - MO 400A4ompact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 1 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes A No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line1201 I Applications'emtit Application Revised - 8- 9- 11.docc Revised: August 2011 bh Page 2 of 4 • PUBLIC WORKS PERMIT INFOR1 ION — 206 - 433 -0179 Scope of Work (please provide detailed information): g4C(ST 014 (., 5/wAGAI= t WA-re te. (S A r e - AVE r —+ t•-1.0 (446-4(... ()-.Q4($ LAWL.k. A-tr(CIepir t° Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ..Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline 0... Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ... Construction /Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public WO # WO # WO # Private ❑ Private ❑ Grease Interceptor .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size >f FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State ZiP Day Telephone: City State ZiP H:\ Applications\Forms- Applications On Line\2011 Applications\Pennit Application Revised - 8 -9-1 I.doca Revised: August 2011 bh Page 3 of 4 v PERMIT APPLICATION NOTES — • I Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW OR AUTHORIZER AGENT: Signature: Date: s" Z4' - 20(2— Print Name: alk ES 1 -((L(_ (A0- 6A.CT) Day Telephone: 366 - 8Z5 — / O Mailing Address: 27Z.02. SE 43 7 "'01 ST E64tM'.c,t ACA) ()% 4802 zz City State Zip HAApplicationstForms- Applications On Line\201 I Applications\Permit Application Revised - 8 -9-I I.docx Revised: August 2011 bh Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.e,ov RECEIPT Parcel No.: 9202470010 Permit Number: D12-179 Address: 971 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 05/25/2012 Applicant: MUCHO BURRITO Issue Date: 07/03/2012 Receipt No.: R12 -02643 Initials: TLS User ID: 1670 Payment Amount: $63.00 Payment Date: 09/19/2012 07:36 AM Balance: $0.00 Payee: JACOB MOROSHAN MODCO DESIGN LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 788076 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 09 -19 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 9202470010 Address: Suite No: Applicant: MUCHO BURRITO 971 SOUTHCENTER MALL TUKW RECEIPT Permit Number: D12 -179 Status: Applied Date: Issue Date: ISSUED 05/25/2012 07/03/2012 Receipt No.: Initials: User ID: R12 -02589 TLS 1670 Payment Amount: $126.00 Payment Date: 09/12/2012 01:57 PM Balance: $0.00 Payee: MODCO DESIGN CO - JA;,.s: MOROSHAN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 419735 126.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $126.00 126.00 DCD —PW— PERMIT CTR 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 TERMINAL ID. MERCHANT 0: VISA 02845883 362313263885 CLK. 1670 $$$$$$$$$$$$7858 t SALE BATCH: 000415 INVOICE 5543102308 DATE: SeP 12, 12 TIME: 13:54 SEO: 0006 AUT H :419735 TOTAL $126.00 I AGREE TO PAY ABODE TO AL MOUNT ACCORDING 10 CARD ISSUER AGREEMENT MERCHANT AGREEMENT IF CREDIT VOUCHER MERCHANT COPY arintod• no_17_Ini9 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12 -179 Address: 971 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 05/25/2012 Applicant: MUCHO BURRITO Issue Date: Receipt No.: R12 -02035 Initials: User ID: Payee: LAW 1632 Payment Amount: $1,641.40 Payment Date: 07/03/2012 09:45 AM Balance: $0.00 MODCO DESIGN LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 446241 1,641.40 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,641.40 1,636.90 4.50 doc: Receiot -06 Printed: 07 -03 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-179 Address: 971 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/25/2012 Applicant: MUCHO BURRITO Issue Date: Receipt No.: R12 -01705 Payment Amount: $1,063.99 Initials: JEM Payment Date: 05/25/2012 03:10 PM User ID: 1165 Balance: $1,641.40 Payee: JIMMIE SEEM TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 02574B ACCOUNT ITEM LIST: Description 1,063.99 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,063.99 Total: $1,063.99 doc: Receiot -06 Printed: 05 -25 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 1 Project: t/V) ?/N Ho 6201/ lire, Type o _Inspection: 1-/ov,^9 / 14t'i i; - lay /i # // - Address: ' 7/ )41 4 / r Date Called: Special Instructions: Date Wanted: . 9- 2•0 /z m_ �' Requester: .1.10 K No re F fe,' /AmArC. Phone No: 7/4/ — & 7 _435 V -47- e.,7d..awbfivici EtApproved per applicable codes. Corrections required prior to approval. COMMENTS: 14t'i i; - lay /i # // - , A, ,17_ / . No re F fe,' /AmArC. 6VbSE -47- e.,7d..awbfivici \N. Insspecton Date: CT- 2 7=- r ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be Paid/at 6300 Southcenter Bt*vd., Suite 100. Call to schedule reinspection. 2, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ij2, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 /J /Z -/79 Project: fl2? /d/`fO 13 4 /-err Type of Inspection: c...2-A1/41 4 Address: 9 7 7 ,77/9// Date Called: Special Instructions: Date Wanted: . 9-2 7 -ri ' a.m., "'tp m. Requester: Phone No: ,f Igkpproved per applicable codes. Corrections required prior to approval. 2 COMMENTS: P A p 16. i.e. wl ivt,k. n.1 Ifispectot D k ' INSPECTION FEE l?EQUIRED.,Prior to next inspection.;fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION, NO. INSPECTION RECORD Retain a copy with permit D12 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: (� Y l Type ^ojf Inspection': (iLi fl Address: Ct —11 — n1 AI l Date Called: rttt1ts„,,e1 r✓ Special Instructions: Date Wanted:. 2.1- 1 ? aim: p.m. Requester: Phone No: 7tLl- ,C,9 -7 - 43SY 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Q A i 1 i arnv,014 4C rai\.)"t< -c rttt1ts„,,e1 r✓ (,RJR 1 1 ...� / --^� Insp�dtor: /'?/�� ❑rR,INSPECTION FEE REQ IRED?Prior to i paid at 6300 Southcenter Blvd., Suite 100. _ Date: 7 next inspection, fee must be Call to schedule reinspection. ti INSPECTION RECORD Retain a copy with permit Dz.-T-77 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431 -2451 Project: , M tic o C3Lt r> —o of Inspection: IslZ A nn i &l - Address: c1 r✓) Pr I P Date Called: Special Instructions: Date Wanted:. Cf— /5 — /2,.' Cam., p.m. Requester: Phone No: 1 -7 /y - 64'7— e.13 & -6J Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1-60. I U —" APP ;Ave c A AA ∎ �r — I:\ f prv�,�° ECTION FEE REQUll ED. Prior to net inspection, fee must be 6300 Southcenter Blvd.. Suite 100. Call to schedule. reinspection INSPECTION RECORD Retain a copy with permit INSPECTION I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION VZ- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: /4/,1%0 , }. 7i,) Type of Inspection: (,t110 Address: Date Called: Special Instructions: /' / ?} Date Wanted:. a.m. Requester: Phone No: __ Approved per applicable codes. Corrections required prior to approval. COMMENTS: %� __ t)t...1,- b.. / 4 .„,_ , ,,1 s5 i) I Inspector: ft, Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PERMIT NO. CITY OF TUKWILA BUILDING [VISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 .Di2- I: -q. Project: `- 1' ii cA- � -j r rrrc- Type of Inspection: I": R. tPs- o ol i,..1 i , Address: CI'7 On ALL Date Called: -t Special Instructions: -_ -7- ..J Date Wanted: q- ly- IZ -1: :ri Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p /( / .4// 4 /? Inspectbf,:` I SC / ✓ v n REINSPECTION FEEREQUIRED. Prior to next inspection, fee., must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.__ Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila. WA 98188 _ (206)431 -3670 Permit Inspection Request Line (206) 431 -2451 X12- /75 Project: 712 .<7 ite) '52/1771-0 Type of Inspection: . r-',? °?T'!/1/ 6 .. ,. Address: Q7/ SG 0.4/7-71-7,91/ Date Called: Special Instructions: Date Wanted:. 4-2 V/' —/ ... a.m.. - Requester: Phone N4o :: Approved per applicable codes. Corrections required prior to approval: COMMENTS: Reryth -i KPt%!5 ' S'AJc /) //ze,ch/\/ �S • 5.5.7/f /t• . Inspec rr: Dates ce-cy iREINSPECTION FEE cQUIRED /Prior to next inspection., fee must, :be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.: INSPECTION NUMBER INSPECTION RECORD Retain a copy w 007 C ) -° ( 0/0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575- Project: 1 Utct 0 S(. (((a 5 Type of Insp ction: ' Address: c1 1 c Suite #: ri , _ Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval: COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy Type: r,/ *, n` \ �.c �m COQ. �.1 t o r� i ( a f tJ 0,1` 4. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy Type: Inspector: Date: 9/9Y/1/7....._ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: ill v �I rrJ t0 Type of Inspection: f Cpv_r` Address: 1 -21 Suite #: s. c. L L Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 tc-- 'tom Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ra— Date: 7 /icil/'L- Hrs.: L $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0)2 P1/ Z. — J 2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT - 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: ✓oocilo 6vr,'¢/ -4 Type of Inspection: /:-..„ /:-..„ / ,r_ ', � 5 . Address: 97/ seK'9"1 Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: Fire Alarm: G 5,0(,./7 IC ic?. 4/v4C,9 - - c ooh,- a) IGt 5,',4-ci v��, Permits: V YY) e,1 4 "+ .' s `r 1 ,5.'9 a2 . ✓ .�- v l r s+ Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: , / Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: F p? , —s Date: 9/ z 7/. z- Hrs.: / 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc T.F.D. Form F.P. 113 IK12L.Z21T1 & As soc i ate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 8/27/2012 PROJECT #: 066 -12190 PROJECT: Mucho Burrito LOCATION: 971 Westfield Center KA P.M.: Bill Throne RECEIVED FIELD P is REPORT NO.: DanaCASEN7 CONTRACTOR: Modco Design PERMIT #: D12 -179 INSPECTOR: Donald Schwindt JURISDICTION: City of Tukwila WEATHER: Indoors 12190DFR082712 -DS) TEMP: 71 Light Grease Duct Inspection On site at contractors request to perform light grease duct inspection of welded grease duct seam welds per IMC 506.3.2.5. Using 100 watt light bulb tracked (4) vertical seam welds from top to bottom and around horizontal splice connection. No light indication were visually detected. Welds and workmanship appear to conform. To the best of my knowledge, the above Superintendent/Representative: WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Daily Field Repon 05-t Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 Effective 6/5/2012 The information provided on Wit report is prepared re We exclusive me of Me client. This onpon may not be reproduced in any format without We wine permission of the 00011 and Kmmn & Associate. This report indicates our inspectors observation and testes results based on site conditions and contractor Whiter. Thin of lnw is sub/ea 10 mview poor m final snbmvma By sianme Wss repot. om mspmtm does not ecmpt responsibility mr validity ornsum. The same mr tion has been provided by others on the 1 SEPARATE PERMIT REQUIRED FOR: EC Electrical gPlumbing Gas Plpbg City of Tukwila BU DING DIVISION c t% Q` a •�..i C a• p-°a o �CO cfs m C C 0 o co 5 V V t!J 0 O 7.4 cel>, Q 5 cal fyy 8 a il- Eta i O \V T. T (f'} t ' C2:$ c:). i`. CIS S.. .�. 0 to W ` L4•■• rn 03 03 Q • � 0 C Q% e- a av '3 r c� 0 cu Q. Q S ca. GS FLOOR PLAN GENERAL NOTES 1. SEE SHEET A3.0K FOR EQUIPMENT SCHEDULE 2. SEE FINISH SCHEDULE FOR CEILING. FLOOR AND WALL FINISH 3. SEE SHEET GI.0 FOR ABBREVIATIONS SEE INTERIOR ELEVATIONS FOR WALL MOUNTED TFMS COORDINATE SIGNAGE LOCATION WITH INTERIOR ELEVATIONS AND TYPICAL MOUNTING HEIGHTS. NOTIFY ARCHITECT IF INFORMATION IS IN CONFLICT, FAILURE TO DO SO WILL BEAT THE RISK OF THE CONTRACTOR ' • COORDINATE WALL OPENING REQUIREMENTS WITH ARCHITECT AND TRADES AND PROVIDE AS NEEDED. OPENINGS SHALL ONLY BE SIZED AS NESSICARY AND SHALL BE SEALED AT PERIMETER FOR SOUND CONTROL ALL DECORATIVE FINISHES. WALL COVERINGS, d TEXTIAS SHALL MEET NFPA 701 GUIDLNES. OR BE NON - COMBUSTIBLE WALL -TYPES ARE TYPICAL OF THE FULL HIEGHT OF THE WALL ALL TYPES 1E. WALL TYPE DOOR & FRAME SCHEDULE CONSTRUCTION FLOOR MAT. / RN. ) DOOR NUMBER OPENING WIDTH OPENING HEIGHT 0 COLD FORM 20Ga METAL STUDS AT 16" OC UNLESS NOTED OTHERWISE '1. 4! DOOR HEIGHT FRAME TYPE 0 5/8" GYPSUM WALL BOARD NOTES REMARKS I. PROVIDE 20 GA METAL BACKING AT ALL SHELVING AND CASEWORK MOUNTING LOCATIONS. 2. WALL THICKNESS AS INDICATED ON PLANS 3. NON -FIRE RATED ASSEMBLY 4. BRACE TOP OF WALL TO STRUCTURE ABOVE AT INTERVALS OF 17-0" OC MIN AND AT EVERY CORNER 5. SEE WALL FRAMING DETAILS ON SHEET A9.0 ® 3.-4- T -2" 3'-0" NI WelitYPE (EXISc3 DEMISING WALL) HM /PT LATCHING HARDWARE PROVIDE CLOSURE FFA CONSTRUCTION 200 DINING Ol EXISTING WALL CONSTRCTUCTION TO REMAIN NOTES 1. EXISTING DEMISING WALL BETWEEN TENNANT SPACES LS A ONE -HOUR FIRE RATED ASSEMBLY FROM THE FLOOR SLAB TO THE BOTTOM OF THE ROOF DECK 2. ALL EQUIPMENT. JUNCTION BOXES. SWITCH BOXES, ECT, MUST COMPLY WITH ANY ONE OF THE FOLLOWING TESTS, OR THE CONTRACTOR MUST SUBMIT DATA TO THE CITY OF TUKWILLA THAT EQUIPMENT OR ITS INSTALLATION DOES NOT COMPROMISE THE FIRE -RATING OF THE WALL ASSEMBLY A. ASTM E 119 B. UL 263 C. SECTION 703.3 OF THE BC 3. IF NOT ALREADY EXISTING. THIS WALL SHALL BE LABELED AS A FIRE -RATED ASSEMBLY BY STENCILING OR SIGNAGE ABOVE PIE ATTIC AREA IN A CLEARLY VISIBLE METHOD AT 37-0" OC MIN 4. ALL JOINTS AND PATCHES IN THE WALL SHALL BE MADE B! USING AN APPROVED FIRE - RESISTANCE RATED PRODUCT THAT COMPLIES WITH ONE OF THE FOLLOWING APPROVE( TESTING STANDARDS, AND SHALL NOT COMPROMISE THE FIRE RATING OF THE WALL ASSEMBLY A. ASTM E 166 B. UL. 2079 5. SEE WALL FRAMING DETAILS ON SHEET A9A GEL •- City BUILDI GBL 54.5" 14'-4 3/8" 26'-4 I /B' 4'37 /B' NOTE: P FENCIN REMOVE POSED HAS BEEN r11VY � n7 ®k I EXISTING • ALUM. STOREFRONT REGISTERED- ARC . ITECT Cinr . kwila ISION 1 =1 =ICI- =ICI -T STATE OF WASH LL ON UNDER CASEWORK 4,44:4 44 44 44 j WALK IN 1 COOLER 2" DIA PAINTED STEEL RAILING. 36" M 1OTAL OCCUPANC MNG THROUGH DOORWAY = y03 OCCUPANTS '3'-4 3/8" EXISTING 3,C7 CLEAR WIDTH DOOR EXIST SERVICE CORR NO WORK ■■ MI - - -- M ■4:111111 EXISTING ALUM STOREFRONT TO FIN NO WORK THIS AREA 17-6 3/4" OOM FINISH SCHEDULE 20'-0 I /4" TOTAL OCCUPANT LOAD: TOTAL AREA: 4'-8 3/4" 33 OCCUPANTSI SPACE IS FIRE - SPRINKLERED 1018 SF 23'-8 S/8" 6' -11 3/8" BOUNDARY OF TENNANT SPACE. NO WORK BEYOND FLOOR PLAN ROOM FINISH SCHEDULE DOOR & FRAME SCHEDULE ROOM NAME FLOOR MAT. / RN. ) DOOR NUMBER OPENING WIDTH OPENING HEIGHT DOOR WIDTH DOOR HEIGHT FRAME TYPE DOOR MAT/ FINISH FRAME TYPE / KNISH HARDWARE REMARKS HEIGHT ® 3.-4- T -2" 3'-0" 7-0" HM WD /ST HM /PT LATCHING HARDWARE PROVIDE CLOSURE FFA 1 OOM FINISH SCHEDULE 20'-0 I /4" TOTAL OCCUPANT LOAD: TOTAL AREA: 4'-8 3/4" 33 OCCUPANTSI SPACE IS FIRE - SPRINKLERED 1018 SF 23'-8 S/8" 6' -11 3/8" BOUNDARY OF TENNANT SPACE. NO WORK BEYOND FLOOR PLAN ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR MAT. / RN. BASE MAT / WALLS CEILING REMARKS RN. N E 5 W MAIL FINISH HEIGHT 100 DINING C / ST WD / ST GBL GBL GBL GBL ACT /GB FFA 17-6" UNO 200 DINING C / ST WD/ST GEL GEL GEL GBL ACT /GB FF/L 17 -6" UNO 300 GRILL /POS C /CS RB /FF - FRP/SS MT/SS GBO GB 0 10,0- UNO 400 KITCHEN C / CS RB / FF FRP FRP FRP FRP ACT FF 10'-0' ALL ACT TO HAVE SCRUBABIE SURFACE IN KITCHEN AREA CHEDULE LEGEND CT ACOUSTICAL CEILING TILE CONCRETE CLEAR SEALER FACTORY FINISH RP FIBERGLASS REINFORCED PANEL B GYPSUM BOARD BL GYPSUM BOARD. LATEX ENAMEL PAINT BO GYPSUM BOARD. OIL ENAMEL PANIC HOLLOW METAL O PT RB ST SS WD LATEX ENAMEL PANT OIL ENAMEL PAINT PAINT COVED RUBBER BASE COLORED STAIN STAINLESS STEEL WOOD REVISIONS I\'^ C55n es shall be made to the scope of wont without prior approval of i Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. i FLOOR PLAN LEGEND WALL TYPE BUG WALLTYPE FEB NOMINAL WALL THICKNESS LEASE LINE NEW WALL TO BE CONSTRUCTED, WALL TO BE +13'-0" IN HT UNO FIRE EXTINGUISHER & BRACKET OCCUPANCY LOAD OF ROOM OCCUPIABLE SQUARE FOOTAGE OF ROOM OTAL # OF OCC IN ROOM OCCUPANCY LOAD FACTOR FROM 2009 IBC (OCC / SF) EXISTING FIRE -RATED - WALL, FULL HEIGHT TO BOT OF STRUCTURE KEYNOTES 0 INSTALL' SMART -WALL G3' SHELVING TRACK AT THIS WALL SEE INTERIOR ELEVATIONS, FASTEN AT STUD EVERY 16" OC PER MFR RECOMENDATIONS SCALE I/4'= 1,2 SEE SHEET A3.1 FOR EQUIPEMENT LAYOUT AND SCHEDULE SEE SHEET E/P3.0 ELECTRICAL & PLUMBING LAYOUTS CLIENT: WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET SUBMITTAL DATE 9/06/2012 DRAWING SCALE Pala �c7EIXJSl.S •S;.T:-;a 0 1' 2' 4' 8' DRAWING MAY BE REDUCED KEYPLAN: FLOOR PLAN RELtrlaicrJ CITY OF TUKW+4A SEP:062012 REVISION PERMIT CENTER A_3.0 1 2 / 06f1111[f MEdfS' KWOP[Of 11E MC 'fN TNOI OE VS ®.NY61®. 06C16D OR - 0 wRllfE.l CO.EB1f OE TE OPTWB ]R L4I AR OHItRR nOIRECT ]Oil ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,VVashington 98104 I Tel: 206.340.2255 STRUCTURAL. ENGINEERING CALCULATIONS IFax: 206.340.2266 I www.abkj.com • Date ABKJ Project Number Volume 16 August 2012 12081.00 1 of 1 Mucho Burrito Tenant Improvement at Westfield Southcenter Structural Design Tukwila, WA Submitted to: Modco Design, LLC Contact: Mr. Jak Moroshan 16125 Juanita-Woodinville Way NE Unit 702 Bothell, WA 98011 Phone: (714)-697-4354 c4SPTi;EKVALA AUG 2 1 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 7 2012 City of Tukwila BUILDING DIVISION CORRECTION REVISION 1101.J. Pa-- 111 ABKJI ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers STRUCTURAL ENGINEERING CALCULATIONS 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 Tel: 206.340.2255 Fax: 206.340.2266 www.abkj.com • Date 16 August 2012 ABKJ Project Number 12081.00 Volume' 1 of 1 Index to Structural ---Structural-Slab-Penetration-Design — Pi - P2 Slab Penetration Details Roof Opening Design and Details Exhaust Hood Support Design Miscellaneous Plans and Details 111111.11111110111.01111”.10111010101111121111.10010.11.1111111.111161■1111.111.111 D1 -- D5 R1 -- R3 El -- E2 S1 -- S2 A B KJ U ANDERSEN • BJORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 PROJECT / 11 /,/e .. g / fa SUBJ-E& SL4b Mor,/,/ c. r ic7" r Tel: 206.340.2255 Fax: 206.340.2266 JOB# / 20 8400. 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SY•1 Via (e7 " E „ tper SACCt giv so s Gz4a,c, riP ro P1,414,, Ctel,/,0;evE72r) 0") de%) 74I Ceit4e•sc /trer, Se-Prri- SAALit. 8E urt-117;gw ' ietwic "zftrym#44. /Ai riz. 7 : el, iv.s• 7 4'v itftie avpv r caevioveoriep-er To Det.teife-rf ifoU eveg2 7r- 1 P al e 47 / ire9 raz ur•ra C 11 414 7'11(). s IMPROVEMENT Torit7- OF P4004 h000 175* DIETINGPARAPET OASIOD LTP*01931543. ';')ENHANTSPJ`a MOW • Ners: 1. if,/ /"ivicAures (2-) - 1084 e" sikt.le_ Aip ( Iry Sri) . ROOF- PLAN,' .9 4v4 1/2 - MECHANICAL SUSAVITAL DATE 8/01/2012 alAWSNGS00e ITHIsTi=111MI'd :1-30401 0 7-* Vial./%1Minigr j comma MAT et atouctol ILETPLAPt. MECHANICAL DUCT PLAN & DETAILS M 1 ..014•••AiecA. caAA043' 040••••••014 a 14 'promo 4AP•Ar .04 •• emuserscackato aftopoost woe, ■••••ck Catoo Cr at mono. Oonnwackr mo•esour 0.3 Jotanto • . . . 1%" Framing System - General Fittings P1796S 1/2 13 X 11/2" Set Screw Included 7 /8n (22) Wt/100 pcs: 91 Lbs (41.3 kg) Design Load Each 500 Lbs (2.22 kN) Use in Pairs Only 1 3 3/44„ FILE COPY (44) Permit No. 31h" (89) (6) 31/2" (89) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2012 City of Tukwila BUILDING DIVISION Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping. Clamps are designed to be used with W, M, S & HP Shape beams, Standard C & Misc. MC Channels, Angles & Structural Tees. Clamps must be used in pairs where indicated. For beam clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for availability. MATERIAL Fittings, unless noted, are made from hot - rolled, pickled and oiled steel plates, strip or coil, and conform to ASTM specifica- tions A575, A576, A635, or A36. The fitting steel also meets the physical requirements of ASTM A1011 SS GR 33. The pick- ling of the steel produces a smooth surface free from scale. Many fittings are also available in stainless steel, aluminum and fiberglass. Consult factory for ordering information. FINISHES Fittings are available in: Perma -Green III (GR), Electro- galvanized (EG), conforming to ASTM B633 Type III SC1; C.. LA Hot: dipped galvanized (HG), conforming to JUN 1 5 2012 ASTM A123 or A153 and Plain (PL). PERMIT CENTER Project: Approval Stamp: Architect / Engineer: Date: Phone: Contractor: Address: Notes 1: Notes 2: CORRECTION LTR #. 9/12/08 D12 1 • UNISTRUT 15 /s" Framing System - Channel P2000 3/8" - 1 5/8" 7/8" 9/H i 890" 1 5/8" +� 1 .735" 2 3/8" Notes: ' Load limited by spot weld shear. )(1-/r > 200 NR = Not Recommended. 1. Above loads include the weight of the member. This weight must be deducted to arrive at the net allowable load the beam will support. 2. Long span beams should be supported in such a manner as to prevent rotation and twist. 3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concentrated at the center of the span, multiply load from the table by 0.5 and cor- responding deflection by 0.8. 4. For Pierced Channel, Beam Load Values in the tables are multiplied by the following factor: "T" Series...85% "KO" Series... 95% "SL" Series...85% "HS" Series... 90% MATERIAL Unistrut channels are accurately and carefully cold formed to size from low- carbon strip steel. All spot - welded combination members, except P1001T, are welded 3" (76 mm) maximum on center. STEEL: PLAIN. 12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and 16 Ga. (1.5 mm) ASTM A1011 SS GR 33. STEEL: PRE - GALVANIZED 12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and 16 Ga. (1.5mm) ASTM A653 GR 33. For other materials, see Special Metals or Fiberglass sections. 41 10i 22 7.1 41 2 10 22.6 1 18.7 Wt/100 Ft: 116 Lbs (173 kg /100 m) Allowable Moment 3,520 In -Lbs (400 N•m) 16 Gauge Nominal Thickness .060" (1.5mm) FINISHES All channels are available in: • Perma Green III (GR). • Pre - galvanized (PG), conforming to ASTM A653 G90. • Hot - dipped galvanized (HG), conforming to ASTM A123. • Plain (PL). Project: Architect / Engineer: Date: Phone: Contractor: Address: Notes 1: Notes 2: Approval Stamp: 9112108 4 Wire Rope Clips for Wire Rope Cable Assemblies: Methods /Applications Page 1 of 2 AS9100, iSO9001:9008, Mil -Spec I Quality Control ( Company I A Ben -Mor Company ( Contact Us f Home Coated Cable Wire Rope Hardware Wire Rope Clips Method of Application and Use Properly installed wire rope clips only offer approximately 80% of the breaking strength of the steel cable to which they are applied. (Click here to view Part Number charts.) WARNING: Wire rope clips are not to be used in a load lifting capacity Our Equipment BE .MOR A Ben -Mor Company Turn back the specified amount of rope from the thimble. Apply the first clip one base width from the dead end of the wire rope (U -bolt over dead end - live end rests in clip saddle). lighten nuts evenly to recommended torque. When these Instructions require more than two clips- space additional clips equally between the first two - take up rope slack - tighten all nuts evenly on all clips to recommended torque. Apply the next clip as near the loop as possible. Turn on nuts firm but do not tighten. 4 NOTICE Apply the initial load and retighten nuts to the recommended torque. Rope will stretch and shrink in diameter when loads are applied. Inspect periodically and retighten. The tightening torque values shown are based upon the threads being clean, dry, and free of lubrication. Galvanized Malleable Wire Rope Clips Clip Size Inches Minimum No. of Clips Amount of Rope to Turn Back in Inches Torque in Ft. Lbs.* 1/16" -3/32" 2 3" 2.5 1/8" 3 4 -3/4" 3.0 3/16° 3. 5 -1/2" 4.5 1/4" 3 7" 15 5/16° 3 7 -3/4" 15 3/8" 3 9 -1/2" 30 7/16° 3 10 -1/4" 40 1/2" 4 15 -1/4" 45 These clips are intended for use in making eye termination In right regular lay wire rope. Such an assembly is for non - critical light duty use where a small applied load is expected such as hand rails, fencing, guard lines, etc. http://www.gbgindustries.com/Clips2.htm Drop Forged & Stainless Steel ire Rope Cli Clip She Inches Minimum No. of Clips Amount of Wire Rope to Turn Back Torque in To o Lbs.* 1/8 "" 2 3 -/4" 4.5 3/16° 2 3 -3/4° 7.5 1/4" 2 4 -3/4 "- 15 5/16" 2 5 -1/4" 30 3/8" 2 6 -1/2" 45 7/16" 3 7" 65 1/2" 3 . 11 -1/2° 65 5/8" 3 12" 95 3/4" 4 18" 130 7/8° 4 19" 225 1° 5 26" - 225 *APPLIES TO NEW, CLEAN, UNLUBRICATED THREADS (Click here to view Part Number charts.) 5/18/2012 VISSER ENGINEERING FILE COPY Permit No..� --= STRUCTURAL CALCULATIONS (Design of Kitchen Hood Support, not including: verification of existing framing) Project: Kitchen Hood Mucho Burrito South Center Mall Tukwila, Washington Project No.: 12 -026 Client: Light Architecture Enumclaw, Washington By Mike Visser, P.E., S.E. Date: May 21, 2012 REVIEWED FOR CODA PROVEDNCE JUN 28 2012 City of Tukwila I BUILDING DIVISION CITY OF TUKWILA MAY 252012 PERMIT CENTER tt2 I'I� . 1■rAill%17r611111,tSlol NOTE: EXISTING FRAMING IS ASSUMED ADEQUATE FOR THE ADDITIONAL LOADING SHOYNN, VERIFICATION OF ADEQUACY IS BEYOND THE SCOPE OF THIS ENGINEERING, UNIS1 JT P1001 x 1' STIFFR TO UNDERSIDE OF JOIST TYP. OF (2) UNI5TMJT F1000 HANGER FROM STIFFB ER/OUIR166L3t TO HOOD FRAME TYP. OF (6) SHEET 2 SIM. SHEET 2 5HE'T 5 iiiiA CK,iiiiiiiiiiiiiiiiiii/AG UNISTRJT P1000 x 13' EACH SIDE OF HOOD AND FASTHED TO HOOP PM MANIFACTINERS INSTRUCTIONS VISSER ENGINEERING 32129 WEYERHAEUSER WAY 5 SUITE 103 FEDERAL WAY, WA. 98001 VOICE: (253) 835 -0810 FAX: (253) 835 -08I3 TROT P1000 x 16' 01JTR166ER TO IMPER5IPE OF P1.16 TYP. OF (2) A SHEET 4 EXPIRES . Oct. 21. 2013 RE PARTIAL PLAN SCE 14" = I' PACT: Kitchen Hood Support South Center Mall CLOT Light Architecture Enumclaw, Washington iE M mdv mdv PROD. NO, 12 -026 ISM DATE 5/18/2012 : I d 4 AS CLOSE AS POSSIBLE, TYP. l e "cP WIRE ROPE BRACING FROM HANGER -TO- HOOP- UNISTRUT CONN. TO HANGER -TO- STIFFENER CONNECTION. LOOP EACH END OF WIRE ROPE WITH (2) WIRE ROPE CLIPS PER MANUF. INSTRUCTIONS. BRACING TO BE PRETENSIOPED. BRACING NOT REQ. ® SIM. VISSER .-- :: ENGINEERING EXISTING lb" JOIST NEW HOOD '150# MAX 32129 WEYERHAEUSER WAY 5. SUITE 103 FEDERAL WAY, WA. 98001 VOICE: (253) 835 -0810 FAX: (253) 835 -0813 EXPIRES Oct 21, 2013 UNISTRUT P1001 x 7' STIR TO UNDERSIDE OF JOIST THRU -BOLT Y4/ (2) V141 A301 BOLTS UNISTRUT PI000 HANGER FROM STIFFENER TO HOOD FRAME CONNECT TOP 4 BOT YV/ PI34b CONNECTORS UNISTRUT P1000 x 15' EACH SIDE OF HOOD AND FASTENED' TO HOOP PER MANUFACTURERS INSTRUCTIONS TIME DETAIL SCALE 16p_11_0" MET Kitchen Hood Support South Center Mall : Light Architecture Enumclaw, Y4ashington BEIEEt mdv GA» mdv PNOJ NO: 12 -026 ISM DAM 5/I8/20I2 : 2 a 4 1/6"(P WIRE ROPE BRACING FROM HANGER -TO- HOOD- UNISTRUT CONN. TO HANGER -TO- OUTRIGGER CONNECTION. LOOP EACH END OF WIRE ROPE WITH (2) WIRE ROPE CLIPS PER MANUF. INSTRUCTIONS. BRACING TO BE PRETENSIONED. VISSER ENGINEERIKO EXISTING Y416 BEAM a a a a a a a a AU a a a a- 32I21 WEYERHAEUSER WAY 5. SUITE 103 FEDERAL WAY, WA. 18001 VOICE: (253) 835-0810 FAX: (253) 835 -0813 EXPIRES Oct 21, 2013 UNISTRUT P1000 x 16" OUTRIGGER UNDERSIDE OF BEAM W/ (2) P7965 CONNECTORS UNISTRUT P1000 HANGER FROM OUTRIGGER TO HOOD FRAME . CONNECT TOP $ BOT YV/ PI346 CONNECTORS UNISTRUT P1000 x 13' EACH SIDE OF HOOD AND FASTENED TO HOOD PER MANUFACTIER'S INSTRUCTIONS TME DETAIL CANE 1Y.11-0" PROJECT Kitchen Hood Support South Center Mall CLE: Light Architecture Enumclaw, Washington met mdv CAD mdv PROD. ilk: 12 -026 ISM DATE 5/18/2012 MEET: 5 a 4 1/8°»7 WIRE ROPE BRACING FROM TOP OF EXISTING JOIST TO HANGER -TO -OUTRIGGER CONNECTION. LOOP EACH END OF WIRE ROPE WITH (2) WIRE ROPE CLIPS PER MANUF. INSTRUCTIONS. BRACING TO BE PRETENSIONED. UNISTRUT P1000 OUTRIGGER UNISTRUT P1000 HANGER UNISTRUT PI000 x 13' EACH SIDE OF HOOD VISSER ENGINEERING NEW HOOD 150# MAX 52129 WEYERHAEUSER WAY 5. SUITE 103 FEDERAL WAY, WA. 98001 VOICE: (253) 835 -0810 FAX: (253) 835 -0813 EXPIRES Oct. 21, 2013 Mk DETAIL SC?J1 :I' -0° PROJECT: Kitchen Hood Support South Center Mall CLEW Light Architecture Enumclaw, Washington ERONEEt mdv CAS may PRO.). NO.: 12-026 ISSUE DATE 5/18/2012 : 4 ot 4 VISSER F -;;,a_ ENGINEERING •2. %. -a OvA- CALCULA ION SHEET Title: Sfla°44-4- 7.64 elo Project 12'DZ6 Client Lt & tT A Qcc-I tT�c�ry t Date: 521 -Z IZ Page: t c t \% O v tO b �t &i 4-4 ?lox?, i-vikr‘:14; 32.4.4 Z2-1 o L)/ 6' t:JI 24_ c4.1P•s Fa.. -' tJ-5 t<rcc. -D etP- NEV4 HOOD MAX 5o PcF rA s/oc 4' -0° r346, 1;1544. Ca? .c: •c, rx_ C PRaI Isfsp° _j {�Ta c �r f4k t,, '- 1M/Etc p&p • pj )fl =22-S1-4 - 2.7 o 02:1 • d ;N$3 T. o- Ig3 /03 Karp, 25 k), • 0.' g3 4,6 4..$) -4) a Wire Rope Clips for Wire Rope Cable Assemblies: Methods/Applications Page 1 of 2 AS91O0, (509001:9008, Mil -Sees I Quality Control I Company I A Ben -tor company I Contact Us I Home Wire Rope Hardware Wire Rope Clips Method of Application and Use Properly installed wire rope clips only offer approximately 80% of the breaking strength of the steel cable to which they are applied. (Click here to view Part Number charts.) WARNING: Wire rope dips are not to be used in a load lifting capacity =eY- R •rs •:re' "?.74,�f% A Ben-Mor Company Turn back the specified amount of rope from the thimble. Apply the first dip one base width from the dead end of the wire rope (U -bolt over dead end - live end rests in dip saddle). lighten nuts evenly to recommended torque. 3 When these instructions require more than two dips - space additional dips equally between the first two - take up rope slack - tighten all nuts evenly on all dips to recommended torque. Apply the next dip as near the loop as possible. Turn on nuts firm but do not tighten. 4 NOTICE Apply the Initial load and retighten nuts to the recommended torque. Rope will stretch and shrink in diameter when loads are applied. Inspect periodically and relighten. The tightening torque values shown are based upon the threads being dean, dry, and free of lubrication. Galvanized Malleable Wire Rope Oips Clip Size Inches Minimum No of Clips Amount of Rope Turn Bade ht Inches Torque M Pt. Lb B.= 1/16' -3/32' 2 3' 25 1/8' 3 4 -3/4° 3.0 3/16' 3 5 -1/2" 45 1/4" 3 7" 15 5/16' 3 7 -3/4' 15 3/8' 3 9-1/2' 30 7/16' 3 10 -1/4' 40 1/2' 4 15 -1/4' 45 These dips are intended for use in making eye termination In right regular lay wire rope. Such an assembly is for non- critical light duty use where a (click here to view Part Number charts.) small applied load is expected such as hand rails, fencing, guard lines, etc. Drop Forged & Stainless Steel Wire Roue crr Size Indus m Caps Mnount of Wire Rope to Turn Back Torque In ft_ 1bs's 1/8' 2 3-/4' 4.5 3/16' 2 3-3/4' 75 1/4" 2 4-3/4' 15 5/16' • 2 5-1/4" 30 3/8' 2 6-1/2" 45 7/16' 3 7' 65 1/2' 3 11 -3/2' 65 518' 3 12' 95 3/4' 4 18' 130 7/8' 4 19' 225 1' 5 26" 225 htto://www.abeindustries.com/Clins2.htm 5/1R/2012 ij /1 August 9, 2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director James Mill Light Architecture 27202 432 St SE Enumclaw, WA. 98022 RE: Correction Letter #1 to Revision #1 Development Permit Application Number D12 -179 Mucho Burrito — 971 Southcenter Mall Dear Mr. Mill, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning, and Public Works Departments. The Fire Department has no comments at this time. If you have questions regarding the attached comments, please contact the appropriate individual provided below. Building Department: Allen Johannessen at 206 433 -7163 Planning Department: Moira Bradshaw at 206 431 -3651 Public Works Department: Joanna Spencer at 206 431 -2440 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -179 W:\Permit Center \Correction Letters\2012\D12 -179 Corr Ltr #1 to Rev #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: July 18, 2012 Project Name: Mucho Burrito Permit #: D12 -179 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plans show a new access hatch for access to the crawl space below. Provide the engineers specifications and drawings for the new access opening in the concrete floor. All specifications and drawings shall be wet stamped and signed by the engineer. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • • To: Permit Center From: Moira Carr Bradshaw Date: 25 Wednesday 2012 Subject: D12 -179 The sign shown on the Plan does not meet the Sign Code. Applicant needs to modify Sheet A5.0 by reduce the size of the area to comply with maximum sign size. A sign permit application must also be submitted. PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 9, 2012 PROJECT: Mucho Burrito 971 Southcenter Mall PERMIT NO: D12 -179 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) The City requires double baffle type grease interceptors per attached City of Tukwila Detail SS -14 on buildings where food preparation occurs. There is an existing Johnny Rocket's grease interceptor approximately 120 feet to the east that you might be able to connect. I have attached Johnny Rockets Grease Interceptor Plans for reference. Please verify pipe slopes and inverts. Installation of your own outside grease interceptor or connection to the existing grease interceptor can be done as a revision to this building permit or can be done under a separate Public Works Construction Permit. Plans shall be prepared, signed and stamped by a Washington State Licensed Professional Engineer. Grease interceptor sizing calculations and construction cost estimate are required. 2) Applicant shall contact Mr. Mike Cusick, P.E., Public Works Senior Sewer Engineer at (206) 431 -2441 directly to discuss possibility deviation from Public Works by installing an inside grease interceptor/ trap. If approved installation of an inside grease interceptor /trap shall be done under a Plumbing Permit. Sizing calculations and grease interceptor /trap cut sheet shall be required. 3) Submit grease interceptor sizing calculations prepared, signed and stamped by a WA State Professional Engineer. Othet/Joanna/ /1 D12- 179.doc June 13, 2012 • City of Tukwila I Jim Haggerton, Mayor Department of Community Development Jack Pace, Director James Mill Light Architecture 27202 SE 432 St Enumclaw, WA 98022 RE: Correction Letter #1 Development Permit Application Number D12 -179 Mucho Burrito — 971 Southcenter Mall Dear Mr. Mill, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. Please contact the individuals below if you have questions regarding their respective attached comments. Building Department: Allen Johannessen at 206 433 -7163 Planning Department: Moira Bradshaw at 206 431 -3651 Public Works Department: Joanna Spencer at 206 431 -2440 Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician end File No. D12 -179 W: \Permit Center \Correction Letters \2012\D12-179 Correction Letter NI.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: June 4, 2012 Project Name: Mucho Burrito Permit #: D12 -179 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan shows hanging the slat panel frames from the T -bar grid system. T -bar suspended ceilings are typically designed structurally for supporting tiles, light fixtures for ceiling grids and mechanical ventilation grills. Show the slat panel systems hung independent of the suspended ceiling and supported from the roof structure. Provide engineers details and specifications for mechanical fasteners and show lateral seismic bracing of the slat panel ceilings. 2. Show the slat panels as Fire - retardant- treated wood. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. To: Permit Center From: Moira Carr Bradshaw, Planning Division Date: 5 June 2012 Subject: Mucho Burrito D12 -179 Revise Sheets A3.0 and A5.0 to eliminate fenced off outdoor dining area. A sidewalk providing passage between entries on the north side of the building needs to be maintained. PUBLIC WORKS DEPARTMENT COMMENTS DATE: June 1, 2012 PROJECT: Mucho Burrito 971 Southcenter Mall PERMIT NO: D12-179 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) The City requires double baffle type grease interceptors per attached City of Tukwila Detail SS -14 on buildings where food preparation occurs. There is an existing Johnny Rocket's grease interceptor approximately 120 feet to the east that you might be able to connect. I have attached Johnny Rockets Grease Interceptor Plans for reference. Please verify pipe slopes and inverts. Installation of your own outside grease interceptor or connection to the existing grease interceptor can be done as a revision to this building permit or can be done under a separate Public Works Construction Permit. Plans shall be prepared, signed and stamped by a Washington State Licensed Professional Engineer. Grease interceptor sizing calculations and construction cost estimate are required. 2) Applicant shall contact Mr. Mike Cusick, P.E., Public Works Senior Sewer Engineer at (206) 431 -2441 directly to discuss possibility deviation from Public Works by installing an inside grease interceptor/ trap. If approved installation of an inside grease interceptor /trap shall be done under a Plumbing Permit. Sizing calculations and grease interceptor /trap cut sheet shall be required. Other /Joanna/ /l D12-179. doc tERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -179 DATE: 09/06/12 PROJECT NAME: SITE ADDRESS: MUCHO BURRITO 971 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 after Permit Issued A AEPART E , S: � ` t_t pf C B i .ing i� i ion Fire Prevention Planning Division 'lam b,"e# Pulic Wo'r Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 09/11/12 Not Applicable 1-1 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: r�1 Please Route Structural Review Required n No further Review Required I I REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/09/12 Approved Approved with Conditions n Not Approved (attach comments) I I Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COP* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -179 DATE: , 08/23/12 PROJECT NAME: MUCHO BURRITO SITE ADDRESS: 971 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 after Permit Issued D PARTMENTS: O �� ( � w� 044.0- B II Ing i Ision Ire Prevention tba Ilk 412.. Public Works Structural ❑ Permit Coordinator ❑ ft1J C A M 01-21)'l2 Planning Division DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete DUE DATE: 08/28/12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ DUE DATE: 09/25/12 Approved with Conditions 14. Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: •PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -179 DATE: 08/21/12 PROJECT NAME: MUCHO BURRITO SITE ADDRESS: 971 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 X Revision # 1 after Permit Issued DEPARTMENTS: Eft, oq'i -.I� -- Blinding Division ® Fire Prevention jjs NP 01).012-4'1'1- Public Works Structural [i] 1alC 4 r B -I_ Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08/23/12 Complete 1L Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 1 �1 Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/20/12 Approved ❑ Approved with Conditions Xi Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: *EMT COORD COFP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -179 DATE: 07/13/12 PROJECT NAME: MUCHO BURRITO SITE ADDRESS: 971 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued 4i0—ding ENT : iision . Public Works A NlA-m Fire Prevention Structural MR) &eve ?-)-M- U Planning Division ■ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07/17/12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/14/12 Approved Approved with Conditions Not Approved (attach comments) NI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only Q 1 CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping PW\ Staff Initials: /�(J� • PERMIT COORD COFiI. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -179 PROJECT NAME: MUCHO BURRITO SITE ADDRESS: 971 SOUTHCENTER MALL DATE: 06/14/12 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: 1i-. AVM (4149— Building Division Public Works I' 2 Fire Prevention Structural Mc8 A'P l0�-ii, Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 06 /19/12 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/1 7/12 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 *EMIT COORD COP, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -179 DATE: 05/25/12 PROJECT NAME: MUCHO BURRITO SITE ADDRESS: 971 SOUTHCENTER MALL X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPART ENTS: RI 0,,mt4 o ,(30-1.11, Atii\ c. to-k■-4.8 A 'id ict-lilei, Building Division Fire Prevention 111 P1 nning Division 61,01 DCQ-O5-1 ti Public Works Structural Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05/29/12 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: DUE DATE: 06 /26/12 Approved with Conditions ❑ Not Approved (attach comments) DATE: Permit Center Use Only ' ^ CORRECTION LETTER MAILED: [Q \ 3-12— I Departments determined incomplete: Bldg Fire ❑ PIng PW Staff Initials: A Documents /routing slip.doc 02/29/12 PROJECT NAME: SITE ADDRESS: *Awn) PERMIT NO:11 1)12_,-( ORIGINAL ISSUE DATE: D, Ica 2 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I vii142. clrevo- q...1,>_p_ IA/ , Summary of Revision: CJtt'm. -S -Pp -t-1-i3 - ft,L U V A NS C. j LL 'l`� � Received by: A€1- 6,.drte(/e eXeer ( S'Cl I) $ AZ-CM- , Received by j+iit a iea f REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS MIPMELfllirt �11►,�11(1. Summary of Revision: KO V QC(rO'r(p�vll% G,I,iT `l 'l`� � Received by: A€1- 6,.drte(/e eXeer (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INI, ' , S MIPMELfllirt �11►,�11(1. �11 /Ii' ' I. Summary of Revision: 7 " ( S'Cl I) $ AZ-CM- �A. 'g t ' till Received by: -'�,, t■kac-..,I,q, (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Ct '(- 2 2 (2— Plan ChecWPermit Number: V- 12 - ( -1 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: KA.C.t -jf 12jx4,7.,aiiz @ S ©ux14c,Ev,rE•2 Project Address: ( sowt- OcEt'-ti42 S P4CE 2519 Contact Person: J ls"ES l4U -L Phone Number: 2S3 CS3 -63 2G Summary of Revision: E'xIS -- r1/4.tc.k &c-u. 17Q9 kT kl-t-cg At26A TO W. -Go,: Al K fL CON, 0 f- 4-SAD ol-4. W ttE4 $.. , r - PAZ E %1✓- oi-( •,rry E np 1A SEP 0 6 2012 PERMIT CENT Sheet Number(s): A3. 0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Peprmi Center by: V A Entered in Permits Plus on o p`\1 H:\Applications\porms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 City �f Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Re>sions will not be accepted through the mail, fax, etc. Date: - 23-2at2 Plan Check/Permit Number: p 12 Response to Incomplete Letter # Response to Correction Letter # Revision # 2- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: KlUA-124-0 ,(f e (1O Project Address: - 59c.tt t-C¢%vav b4 d L_ Contact Person: 3-7f\vlieS MALL- Phone Number: 2s3 r6. 83-0324 Summary of Revision: AUG 2 31011 PERM,TCENTEA s A- TPAGI4 & LG :F4 Sheet Number(s): A9' ( 3 r "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cen er by: /NV\ Entered in Permits Plus on 0 I)I �� t �' \Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Light Archit€ctu re+ DEsign James Mill Light Architecture + Design 5717 99th St Ct E Puyallup, WA 98373 August 23, 2012 • City of Tukwilla Department of Community Development 6300 Southcenter Blvd Suite 100 Tukwilla, WA 98188 RE: Mucho Burrito Correction Letter Permit Number D12 -179 Attention Moira Bradshaw Senior Planner: This letter is to inform you of the following revisions to the building permit. p: (360) 825 -7100- (360) 825 -4512 Planning Division As a result of the new wider walkway installed at the Westfield Mall's north entrance (see attached photos) we would like to add the decorative fencing at the exterior of the establishment. This fence has been designed per the added and enclosed drawing sheets A9.1. Sincerely, James R. Mill Architect • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J -2-0l2- Plan Check/Permit Number: D12-179 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 • Revision # 1 after Permit is Issued mil nF leerivre rukwiu ❑ Revision requested by a City Building Inspector or Plans Examiner AUG 212012 PERM1rcE Project Name: Mucho Burrito Project Address: 971 Southcenter Mall Contact Person: •gvt't .rS Phone Number: 25g- 6 83- 0 326 Summary of Revision: S� E A-'tT" iI o L.�:rrEre Sheet Number(s): %- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: , ��` Entered in Permits Plus on \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Light ArchitEcturE +DEsign August 20, 2012 • Bill Rambo Permit Technician City of Tukwilla Department of Community Development 6300 Southcenter Blvd Suite 100 Tukwilla, WA 98188 RE: Correction Letter #1 to Revision 1 Permit No. D12 -179 Mucho Burrito 971 Southcenter Mall • p: (360) 825- 7100 ° - Pi it (360) 825 -4512 cmu AUG 212012 PERMIT CENTER Building Division Review Memo Response 1. Please see enclosed Structural Drawings, calculations, and revisions for all openings in the existing structural slab. 2. Please see enclosed Structural Calculations and drawings for revisions to the attachment of the proposed hood assembly. Planning Division Review Memo Response Proposed Signage area shall be revised to meet city of Tukwilla code. Signage shall be submitted to planning department as a part of the signage permit submission. Public Works Department Comments 1. Interior Grease trap and plumbing shall be designed by a Washington State Registered engineer. • n shall be•mitted with the plumbing permit application. ards, ames Mill Architect RE. ISTERED HITE AM . MILL OF WASHINGTON City of Tukwila T REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07/13/2012 Plan Check/Permit Number: D12479 Response to Incomplete Letter # Response to Correction Letter # ✓ Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Mucho Burrito Southcenter Project Address: 971 Southcenter Mall Tukwilla Contact Person: James Mill Phone Number: (253) 683 -0326 Summary of Revision: DESCRIPTION OF REVISED WORK: • REVISED FLOOR PLAN KITCHEN AREA - Change of kitchen layout, ceiling heights • REVISED FLOOR PLAN DINING AREA • REVISED KITCHEN EQUIPMENT • COORDINATION WITH FLOOR SLAB STRUCTURE • EXTERIOR ELEVATION REVISIONS • INTERIOR ELEVATION REVISIONS • ADDITIONAL DETAILS ADDED All sheets show revisions clouded. Sheet Number(s): All Sheets are submitted, . revisions shown clouded "Cloud" or highlight all areas of revision including date of revision RECEryeD CITY _F ru LA 'JUL 13 2012 PERMIT CENTER Received at the City of Tukwila Permit Cent r by: 4 Vjv" 01111, Entered in Permits Plus on R crnr AUG 2 3 20tz WAIT c • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -14 -2012. Plan Check/Permit Number: D12-179 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Mucho Burrito Project Address: 971 Southcenter Mall Contact Person: JA A 4 M«.4_ Phone Number: 34,o - 825 ITR�c n"[A JUN 14 2012 44ERM17 CEM'EA 00 Summary of Revision: SEE ATrAclrkev LE TE 11& Sheet Number(s): ALL S 4IESf3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /V1 A/ Entered in Permits Plus on \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: d • 3•• Light p: (360) 1325 -7100 Arch itEcturE+ DEsign James Mill Light Architecture + Design 5717 99th St Ct E Puyallup, WA 98373 June 14, 2012 City of Tukwilla Department of Community Development 6300 Southcenter Blvd Suite 100 Tukwilla, WA 98188 RE: Mucho Burrito Correction Letter Permit Number D12 -179 Dear Bill Rambo: (360) 1325 -4512 10104 REGISTERED ARCHITECT 41119/E1-$ R. MILL TE OF WASHINGTON This letter is to inform you that the corrections that you have requested have been addressed. The corrections and the actions taken are itemized below. Building Division 1. Hanging slat panel connections have been detailed to be fixed from outriggers attached to the existing roof joists. Detail 2/A8.0 has been revised to reflect this change. Cut sheets from the mechanical attachments have been attached to this letter. 2. The note, "All wood to be fire- retardant treated," has been added to detail 2/A8.0 Planning Division 1. Fencing has been removed from all A3 sheets and sheet A5.0. Public Works ARAL', JUN 15 2012 PERMIT CENTER 1. The proposed system will be engineered and will be reviewed by Mike Qusak for compliance with the city of Tukwilla's Public Works requirements. The design of the grease trap shall be deferred as a part of the plumbing permit, and shall not be included in this building permit. Additional Please also note changes to the design marked with the revision tags. The total scope of changes is outlined on the drawing cover sheet G1.0 Sincere mes R. Mil Architect • Food. and: Facilities Program a ..:. • 401 Fifth Avenue;`Suite 1.100 _ b1xc =Heap Seattle;; WA 98104- 1818 Seattle &King :.County' 206-296_ 4632::: Fait 2062960188. TFY`Relay.; 711. - - - www: ki ng cou nty. gov/ health:.: May 25, 2012 Transmitted via electronic mail James Mill Light Architecture 27202 SE 432 St. Enumclaw, WA 98022 RECt-NEW, RE: Plans and Specifications for: CITYQFTU Eq Mucho Burrito at 971 Southcenter Westfield Mall Space 256, Tukwila, WA 98188 SR1221115 P/E 6713 (Risk 3; seating capacity 13 -50) MAY 2 5 2012 PERMIT CENTER Dear Mr. Mill, 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 and subject to the following conditions: The restrooms in the corridor are the only restrooms that Mucho Burrito employees are allowed to use. The other proposed restroom locations are either beyond 200 feet or are not conveniently located and accessible. A key must be provided to Mucho Burrito employees in order to access the restrooms when entering from outside of the building. • It is strongly recommended that hot water for the restroom handwash sinks be plumbed from the main hot water heater instead of using an instant warm type water heater unit under each sink. All handwash sinks, including restrooms, must provide a minimum temperature of 100 degrees Fahrenheit. • Please check with the local building department and other agencies (i.e. Washington Liquor Control Board — if applicable) regarding customer restroom facilities. • A splash guard between the handwash sink and the food preparation sink is required if the distance between the sinks are less than eighteen inches (18 "). The height of the splash guard should be as high as the faucet. This approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not include piping, grease traps, back flow prevention or other piping systems. Your establishment has been assigned the following plan review service number SR1221115. 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. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. DI2 -I'I`I 2. Obtain a preoperational inspection approval. Contact Diane Agasid via phone (206- 296-9750) or email (diane.agasid(a kingcountv.gov) at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Please refer to the enclosed Preoperational Checklist for more information. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection. However, it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $402.00 fee ( +$201.00/hr after 2 hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and preoperational inspection goes beyond the base four (4) hours for this new project An invoice will be sent to you after the preoperational inspection and must be paid immediately. Contact your local building department or water district if pre - treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane A. Bondoc, R.S. Food and Facilities Plan Reviewer DAB Enclosures Cc: Jimmie Beem, Owner, Mucho Burrito Todd Yerkes R.S, Food & Water Recreational Facilities Supervisor, Downtown Chinook Rosemary Byrne R.S, Senior Health and Environmental Investigator III, Downtown Chinook Phil Wyman R.S, Senior Health and Environmental Investigator III, Downtown Chinook Berhanu Alemayehu R.S, Health & Environmental Investigator II, Downtown Chinook Contractors or Tradespeople Peter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MODCO DESIGN LLC UBI No. 603098736 Phone 7146974354 Status Active Address 16125 Juanita Woodinville Way License No. MODCODL895LT Suite /Apt. #702 License Type Construction Contractor City Bothell Effective Date 6/30/2011 State WA Expiration Date 6/30/2013 Zip 98011 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date MOROSHAN, JACOB Partner /Member 06/30/2011 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AEGIS SECURITY INSURANCE COMPANY 520574 06/20/2011 Until Cancelled $12,000.00 06/30/2011 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 Nevada Capital Ins Co 77 NPP 4 025711 05/02/2012 05/02/2013 $1,000,000.00 05/11/2012 2 Red Shield Ins CNT 017338 10/11/2011 10/11/2012 05/22/2012 $1,000,000.00 10/21/2011 1 Underwriters at Lloyds A1Q924993 06/20/2011 06/20/2012 09/29/2011 $500,000.00 06/30/2011 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 07/03/2012 NORTH ELEVATION SCALE: 1 /2" = 1' -0" 4' -7 1/2" / AS INDICATED ON ELEVATION CN ;,..I... .... COVER FASTENERS AT TOP, TYPICAL 1X2 NOM STAINED WOOD, TYPICAL 1 1/2" DIA METAL SLEEVE FOR FASTENERS ALL METAL TO BE PAINTED SHERWIN WILLIAMS COLOR SW -6158 'SAWDUST' 2X2 STEEL TOP RAIL, PAINTED IF CUSTOM, FACTORY FINISH IF PRE - MANUFACTURED 2X2 STEEL POST, PAINTED IF CUSTOM, FACTORY FINISH IF PRE - MANUFACTURED 2X2 STEEL CENTER RAIL, PAINTED IF CUSTOM, FACTORY FINISH IF PRE - MANUFACTURED FASTEN USING POWDER ACTUATED FASTENERS, OR IF PRE - MANUFACTURED USING MFR'S RECOMMENDED METHOD RAIL SECTION SCALE: 3" = 1' -0" 8 1/4 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 7 2012 City of Tu la BUILDING I !SION 7-1" 7' -1" 7' -1" 21' -3" RAIL 'B' En 4 RAI_ 'B' RAI _ 'A' EXISTING= - PILASTI EXISTING BUILDING ■ li EXISTING_- . PILASTER i i 3' 0" GATE WITH CLOSER 7: -= GATE TO HAVE NO LATCH �' "I IsICAUI iiiiAre/ 11-11 A-11 1\• EXISTING PILASTER 41511/ eeeeiiieK/ eiiieeeiiiJ/ • ICI - - -- I -- - -- - -- I — — I ENTRANCE TO MALL PARTIAL PLAN I REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PLANNING APPROVE No changes can be made to these plans without approval from the Planning Division o'f DCD t Approved By: f Date: SEPARATE PERMIT REQUIRED FOR: Mothankr Bedded PlunibIng Gas Piping City of Tukwila BUILD NG DIVISION SCALE: 1 /2" = 1' -0" .. RAIL 'C' EAST /WEST ELEVATION 2X2 STEEL POST, PAINTED IF CUSTOM, FACTORY FINISH IF PRE - MANUFACTURED HINGE WITH CLOSURE PAINT THE FINISH TO MATCH GATE GATE RAIL SECTION SCALE: 1 /2" = 1 ) SCALE: 1 /2" = 1' -0" FILE C �PYGt Permit No. A/L'A .1_ t P1-..r review approval is subject to errors and omissions. of construction documents does not authothe ,.o'ation of any adopted code or ordinance. Recsipt n approved Field Copy and conditions is acknowledged: By Date: . 1/(e/(2 FABRICATOR TO - HOLD BACK GATE POST FROM RAILING POST ENOUGH TO ALLOW FREE OPERATION OF GATE City of Tukwila BUILDING DIVISION 111 P.___ ___....... 1 1 1 1 GATE TEEL CLOSURE PLATE, MATCH FINISH WITH GATE RAIL SECTION SCALE: 1 /2" = 1 L-ig-ht Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 -825 -7100 f: 360-825-4512 www.LightArchitectureandDesign.com CLIENT: WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET SUBMITTAL DATE: 8/01/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: DETAILS CI P TeMLA AUG 2 2012, PERMIT CENT A9.1 ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 REVISION N0.? p12, 4 / 3 / i f / 2' HOLD SUPPORTS IN 2" FROM EDGE OF FIN TYPICAL Cl (1 11 6 5 7' -5 1' -11 1/2" 3' L1' -11 1/2" 7-1" / / CLEAR 7-1" 7-1" / / 21' -3" / RAIL 'A' / REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 7 2012 City of Tu la BUILDING I !SION 7-1" 7' -1" 7' -1" 21' -3" RAIL 'B' En 4 RAI_ 'B' RAI _ 'A' EXISTING= - PILASTI EXISTING BUILDING ■ li EXISTING_- . PILASTER i i 3' 0" GATE WITH CLOSER 7: -= GATE TO HAVE NO LATCH �' "I IsICAUI iiiiAre/ 11-11 A-11 1\• EXISTING PILASTER 41511/ eeeeiiieK/ eiiieeeiiiJ/ • ICI - - -- I -- - -- - -- I — — I ENTRANCE TO MALL PARTIAL PLAN I REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PLANNING APPROVE No changes can be made to these plans without approval from the Planning Division o'f DCD t Approved By: f Date: SEPARATE PERMIT REQUIRED FOR: Mothankr Bedded PlunibIng Gas Piping City of Tukwila BUILD NG DIVISION SCALE: 1 /2" = 1' -0" .. RAIL 'C' EAST /WEST ELEVATION 2X2 STEEL POST, PAINTED IF CUSTOM, FACTORY FINISH IF PRE - MANUFACTURED HINGE WITH CLOSURE PAINT THE FINISH TO MATCH GATE GATE RAIL SECTION SCALE: 1 /2" = 1 ) SCALE: 1 /2" = 1' -0" FILE C �PYGt Permit No. A/L'A .1_ t P1-..r review approval is subject to errors and omissions. of construction documents does not authothe ,.o'ation of any adopted code or ordinance. Recsipt n approved Field Copy and conditions is acknowledged: By Date: . 1/(e/(2 FABRICATOR TO - HOLD BACK GATE POST FROM RAILING POST ENOUGH TO ALLOW FREE OPERATION OF GATE City of Tukwila BUILDING DIVISION 111 P.___ ___....... 1 1 1 1 GATE TEEL CLOSURE PLATE, MATCH FINISH WITH GATE RAIL SECTION SCALE: 1 /2" = 1 L-ig-ht Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 -825 -7100 f: 360-825-4512 www.LightArchitectureandDesign.com CLIENT: WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET SUBMITTAL DATE: 8/01/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: DETAILS CI P TeMLA AUG 2 2012, PERMIT CENT A9.1 ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 REVISION N0.? p12, MUCH BURRITO SOUTH CENTER TENNANT IMPROVE TENNANT SPACE 256 WESTFIELD MALL AT SOUTH CENTER 971 SOUTHCENTER TUKWILLA, WA 98188 PROJECT CONTACTS MEW ARCHITECT LIGHT ARCHITECTURE JAMES R. MILL ARCHITECT 27202 SE 432ND ST ENUMCLAW, WA 98022 P: 360- 825 -7100 F: 360 - 825 -4512 EMAIL: JAMES @LIGHTARCHITECTUREANDDESIGN.COM WESTFIELD AT SOUTHCENTER TENANT COORDINATOR SCOTT PRIESTER 2800 SOUTHCENTER SEATTLE, WA 98188 P: 206- 802 -6070 F: 310- 689 -5702 EMAIL: SPRIESTER@US.WESTFIELD.COM STRUCTURAL ENGINEER MIKE VISSER PE, SE 32129 WEYERHAUSER WAY SUITE 103 FEDERAL WAY, WA 98001 P: 253- 835 -0810 F: 253 -835 -0813 EMAIL: MIKEV @VISSERENGINEERING.COM GENERAL CONTRACTOR MODCO DESIGN JAKE MOROSHAN P: 714 -697 -4354 EMAIL: INFO @MODCODESIGN.COM MUCHO BURRITO OWNER JIMMIE BEEM 114AVEC SNOHOMISH, WA P: 206 -274 -9946 F: 206 -219 -7123 EMAIL: JBEEM @FREEDOMSYSTEMINC.COM PERMIT SUBMITTAL PACKAGE ARCHITECTURAL DRAWINGS STRUCTURAL ENGINEERING BINDER DRAWINGS CALCULATIONS KING COUNTY DEPARTMENT OF HEALTH APPROVED DRAWINGS DEFERED SUBMITTALS MECHANICAL MECHANICAL SYSTEM DESIGN ENERGY CALCULATIONS MECHANICAL DRAWINGS FIRE SUPRESSION /ALARM SYSTEM ELECTRICAL ELECTRICAL SYSTEM DESIGN ELECTRICAL LIGHTING SUMMARY NOTE TO BUILDING DEPARTMENT: TENNANT SPACE HAS BEEN DEMOED UNDER A PREVIOUS PERMIT AND DEMO WORK IS NOT INCLUDED IN THIS WORK. ,/,v REVISION 1 - 6/12/2012 DESCRIPTION OF REVISED WORK: • REVISED FLOOR PLAN LAYOUT OF GRILL /POS AREA • REVISED CEILING PLAN • REVISED LIGHTING LAYOUT • ADDITIONAL ELECTRICAL /PLUMBING SHEET • CHANGES REQUESTED BY CITY AGENCY ON 6 -11 -2012 ,A\I REVISION 2 - 7/09/2012 DESCRIPTION OF REVISED WORK: • REVISED FLOOR PLAN KITCHEN AREA • REVISED FLOOR PLAN DINING AREA • REVISED KITCHEN EQUIPMENT • COORDINATION WITH FLOOR SLAB STRUCTURE • EXTERIOR ELEVATION REVISIONS • INTERIOR ELEVATION REVISIONS • ADDITIONAL DETAILS ADDED REVISIONS No changes shall b e made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal f:.; may include additional plan review fens. SEPARATE [::2 i? ii REQUiRED F-62: s'i: NieCnanical Electrical Plumbing Gas Piping City of Tukwila l': UII -DING DIVISION SOUTH CENTER VICINITY MAPS PROJECT INFORMATION NAME OF PROJECT: TYPE OF PROJECT: PROJECT ADDRESS: PROJECT JURISDICTION: PARCEL #(S): LEGAL DISC: ZONING: SITE AREA: BUILDING AREA: PROPOSED AREA OF CONSTRUCTION: OCCUPANCY: OCCUPANCY LOAD: CONSTRUCTION TYPE: FIRE PROTECTION: PROJECT VALUE: MUCHO BURRITO - SOUTHCENTER TENNANT IMPROVEMENT, FOOD SERVICE W/ ON -SITE DINING SPACE 256 WESTFIELD MALL AT SOUTHCENTER 971 SOUTHCENTER WAY TUKWILLA, WA 98188 CITY OF TUKWILLA, KING COUNTY DEPARTMENT OF HEALTH NOTE: MANY PARCEL NUMBERS ASSOCIATED WITH SITE, LARGEST AND MOST APPLICABLE IS 9202470010 WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1 -9 WHICH REPLACES BSIP REC VOL 249 PGS 77 -84 (AKA PARCEL A TUKWILA BSIP #L10 -032 REC #20101021000765) TUC - TUKWILLA URBAN CENTER 1,355,919 SF 553,580 SF 1018 SF GROUP A -2 : ASSEMBLY W/ UNCONCENTRATED SEATING 33 - OCCUPANTS TYPE IIB = EXISTING BUILDING EXISTING BUILDING AND SPACE IS FULLY SPRINKLERED AND HAS AN OPERATING AUTOMATIC FLAME AND SMOKE DETECTION ALARM SYSTEM NOTE: DESIGN PROPOSES RELOCATING EXISTING FIRE PROTECTION EQUIPMENT $120,000 SCALE: NOT TO SCALE DRAWING INDEX G1.0 G2.0 A1.0 A3.0 A3.1 A3.2 A5.0 A7.0 A8.0 A9.0 TITLE SHEET GENERAL NOTES SITE & AREA PLAN FLOOR PLAN FLOOR PLAN — KITCHEN LAYOUTS FLOOR PLAN - PLUMBING & EXTERIOR ELEVATION INTERIOR ELEVATIONS REFLECTED CEILING PLAN DETAILS FILE COPY Permit No D f Plan review approval Is subject to errors and omissions. Approval of construction documents does not authcrze the violation of any adopted code or ordinance. Roce!pt of approved Field end conditions is acknowledged: BY _ Date:, Q W(e7 -- City Of litkwita BUILDING DIVISION BOWED dUL `I 7 2012 f RECEtVEO CITY OF TUKWILA JUL 132012 PERMIT CENTER Light Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360- 825 -7100 f: 360 - 825 -4512 www .LightArchitectureandDesign.com 10 REGISTERED JAMES R. MILL STATE OF WASHINGTON REVIEVVE© FOR CODE COMPLIANCE APPROVED AUG 2 7 2012 City of BUILDING CLIENT: echo L'ftprtto freshmexicangrill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET REVISION 2 SUBMITTAL DATE: 7/13/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: COVER SHEET INDEX Ri!V1$IONO,__ G1.O ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 SYMBOLS DRAWING TITLE DRAWING NUMBER /LETTER DRAWING TITLE NORTH LOOR PLAN SCALE: 1/8 ' DRAWING REFERENCE SYMBOL DRAWING NUMBER /LETTER SHEET NUMBER NORTH ARROW (PLAN ONLY) DRAWING SCALE INTERIOR ELEVATION SYMBOL GENERAL NOTES DRAWING NUMBER /LETTER SHEET NUMBER DETAIL REFERENCE SYMBOL KEYNOTE GRIDLINE DRAWING NUMBER /LETTER KEYNOTE NUMBER GRID NUMBER /LETTER (WHEN APPLICABLE, CONTRACTOR IS ALSO OWNER, NOTES APPLY TO SUBCONTRACTORS.) 1. THIS SET OF DRAWINGS SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN CONSENT FROM "ARCHITECT', THIS SET OF DOCUMENTS ARE CONSIDERED AS ONE UNIT AND SHALL NOT BE CONSIDERED COMPLETE OR WHOLE IF DOCUMENTS ARE SEPARATED IN ANY MANNER. DOCUMENTS SHALL NOT BE SEPARATED FOR THE PURPOSE OF SUBMITTING A BID PROPOSAL OR FOR THE SEPARATE PHASE OF ANY CONSTRUCTION. . THESE DOCUMENTS ARE PREPARED FOR THE USE OF THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS AND IN NO WAY, EITHER IN WHOLE OR IN PART, CONSITITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD TO CONSTRUCTION MEANS, METHOD OR TECHINIQUES. ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED. UNLESS OTHERWISE NOTED, ALL WORK SHOWN IS TO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE THE CLIENT WITH HIGH QUALITY WORKMANSHIP AND COMPLETE TROUBLE FREE OPERATION SYSTEMS. NOTICE OF DUTY OF COOPERATION: ACCEPTANCE OF THESE DRAWINGS AND SPECIFICATIONS CONSTITUTES AN AGREEMENT FOR FUTURE COOPERATION BETWEEN THE GENERAL CONTRACTOR AND ARCHITECT. CHANGES MADE FROM THE DRAWINGS AND OR SPECIFICATIONS WITHOUT THE CONSENT OF ARCHITECT, ARE UNAUTHORIZED AND SHALL RELIEVE ARCHITECT OF ANY RESPONSIBILITY FOR ALL CONSEQUENCES ARISING OUT OF SUCH CHANGE(S), EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN THE CONSTRUCTION OF THIS PROJECT SHALL BE DULY LICENSED AND EACH CONTRACT AND SUBCONTRACTOR SHALL CONTAIN THE GUARANTEE OF THE CONTRACTOR AND THE SUBCONTRACTOR THAT THE PORTION OF TENANTS WORK COVERED THEREBY WILL BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR THE PERIOD OF TIME WHICH CUSTOMARILY APPLIES IN GOOD CONTRACTING PRACTICES, BUT IN NO EVENT LESS THAN ONE (1) YEAR AFTER THE COMPLETION OF WORK. THESE DOCUMENTS ARE THE PROPERTY OF ARCHITECT. NO PART OF THESE DOCUMENTS (DRAWINGS AND SPECIFICATIONS) SHALL BE USED FOR ANY OTHER PROJECT EXCEPT THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF "'THE ARCHITECT'. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL LAWS, CODES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. IN THE CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. 9. CONTRACTORS SHALL VISIT THE JOBSITE AND VERIFY ALL FIELD CONDITIONS AS NECESSARY TO COMPLETE THE WORK AND COMPARE TO APPLICABLE CONSTRUCTION DOCUMENTS. REPORT DISCREPANCIES BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS TO ARCHITECT PRIOR TO SUBMITTING BID /PROPOSALS. FAILURE TO REPORT DISCREPANCIES DOES NOT RELIEVE CONTRACTOR OF THE RESPONSIBILITY TO PROVIDE FINISHED PRODUCT TO THE INTENT OF THE CONSTRUCTION DOCUMENTS AND SHALL NOT RESULT IN ADDITIONAL TIME OR COMPENSATION OVER AND ABOVE THE ESTABLISHED CONTRACT AMOUNTS. 10. CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION DOCUMENTS. SHOULD ANY ERROR OR INCONSISTENCY APPEAR REGARDING THE MEANING OR INTENT OF THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAME TO THE ARCHITECT WHO WILL MAKE ANY NECESSARY CLARIFICATION, OR REVISIONS AS REQUIRED. 12. IF THERE ARE ANY TRENCHES OR EXCAVATIONS FIVE FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMIT(S). THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT ADJACENT STRUCTURES, PROPERTIES, OR PUBLIC WAYS. MAINTAIN A MINIMUM 1" CLEARANCE BETWEEN PROPERTY LINES AND ANY NEW CONSTRUCTION SUCH AS WALLS, FOOTINGS ETC. 13. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONSTRUCTION AND DEVELOPMENT RELATED FEES, INCLUDING, BUT NOT LIMITED TO: CONSTRUCTION PERMIT FEES, HEALTH DEPARTMENT FEES, SEWER AND WATER TAP FEES, ETC. THE SELECTED QUALIFIED BIDDER WILL BE REQUIRED TO PROVIDE A COMPLETE LINE -ITEM LIST OF ALL FEES INCLUDED IN BID BASED ON APPROPRIATE SCHEDULES. GENERAL NOTES (CONT'D) 14. CONTRACTOR AND HIS SUBCONTRACTORS AND AGENTS SHALL HOLD ALL APPLICABLE AND REQUIRED LICENSES FOR THE JURISDICTION WHERE THE WORK WILL BE PERFORMED. 15. TO ENSURE COORDINATION BETWEEN DISCIPLINES, CONTRACTOR SHALL SUPPLY EACH SUBCONTRACTOR OR AGENT WITH A FULL SET OF CONSTRUCTION DOCUMENTS FOR THEIR USE. 16. MAINTAIN SAFE EXITING AND APPROPRIATE FIRE PREVENTION PROCEDURES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 17. ALL WORK LISTED, SHOWN OR IMPLIED IN THE CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR EXCEPT WHERE OTHERWISE NOTED. THE CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS AND VENDORS TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS. 18. UNLESS NOTED OTHERWISE ALL MATERIALS REQUIRED TO CARRY OUT THE WORK SHALL BE NEW AND OF GOOD QUALITY. 19. (IF APPLICABLE) CONTRACTOR SHALL PROTECT THE EXISTING CONSTRUCTION AND REPAIR ANY DAMAGE OCCURRING AS A RESULT OF THEIR OPERATIONS AT NO COST TO THE TENANT OR LANDLORD. CONTRACTOR SHALL ALSO ENSURE THAT THEIR OPERATIONS DO NOT INTERFERE WITH THE OPERATION OF THE REMAINDER OF THE DEVELOPMENT. * CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS, FIXTURES, ETC. FROM LOSS, DAMAGE, FIRE, THEFT, ETC. 20. (IF APPLICABLE) ALL AREAS OF EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION. 21. CONTRACTOR SHALL VERIFY AND PROVIDE ALL UTILITY CONNECTIONS (PLUMBING, ELECTRICAL, GAS, ETC. IN THE FORM OF SUPPLY AND DRAIN PIPES, CONDUIT AND PULLING WIRES, ETC.) RELATED TO EQUIPMENT AND APPLIANCES. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND FITTING NECESSARY TO ACHIEVE THE INTENT OF THE CONSTRUCTION DOCUMENTS. 24. CONTRACTOR SHALL NEVER SCALE DRAWINGS. LOCATIONS FOR ALL PARTITIONS, WALLS, CEILINGS, ETC. WILL BE DETERMINED BY DIMENSIONS ON THE DRAWINGS. ANY AREA OF THE PLANS MISSING REQUIRED DIMENSIONS MUST BE REPORTED TO THE ARCHITECT IMMEDIATELY. 25. DIMENSIONS ARE TO FACE OF FINISHED MATERIAL UNLESS NOTED OTHERWISE. 26. CONTRACTOR SHALL COORDINATE THE DELIVERY AND STORAGE OF EQUIPMENT WITH EQUIPMENT SUPPLIER AND TAKE MEASURES TO ENSURE THE PROTECTION OF EQUIPMENT FROM DAMAGE DURING THE CONSTRUCTION PHASE PRIOR TO AND AFTER EQUIPMENT INSTALLATION. 27. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD AND PROVIDE ADDITIONAL UTILITY SERVICE AS REQUIRED TO MEET THE SCOPE AND INTENT OF THE WORK. 28. CONTRACTOR SHALL PROVIDE DRAFT /FIRE STOPS, AS REQUIRED BY GOVERNING CODES AND JURISDICTIONS. NEW AND EXISTING PENETRATIONS IN FIRE -RATED PARTITIONS OR DRAFT STOPS SHALL BE PROTECTED BY A SYSTEM LISTED BY A RECOGNIZED TESTING AGENT. 29. PROVIDE FIRE EXTINGUISHERS PER APPLICABLE CODES. VERIFY FINAL LOCATION WITH BUILDING OFFICIAL AND ARCHITECT. 30. VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION START. ANY AND ALL LOSSES OF BUSINESS TO THE LANDLORD, DEVELOPER OR OTHER PARTY RESULTING FROM DAMAGE CAUSED BY CONTRACTOR OPERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED /REPLACED IMMEDIATELY AT THE SOLE EXPENSE OF THE CONTRACTOR. 31. CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT REGARDLESS OF THE SOURCE AND COORDINATE ACCESS TO THE SPACE AND VERIFY CLEAR FLOOR SPACE IS PROVIDED AS REQUIRED TO ENSURE EAST OF INSTALLATION. 32. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS AND VENDORS FURNISHING LABOR, MATERIALS, ETC. ON THE PROJECT TO ENSURE THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. 33. CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS INCLUDING ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CASEWORK (CABINET) SKETCHES /DETAILS. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO EXECUTION OF WORK. 34. CONTRACTOR TO VERIFY THAT EQUIPMENT HAS APPROPRIATE CLEARANCES DURING INSTALLATION INCLUDING MAINTENANCE CLEARANCES, VERIFY THOSE WHICH INVOLVE CONFLICTING UTILITIES. 35. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL COUNTERTOPS, EQUIPMENT, BOOTHS, WALLS, ETC. 36. ALL JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE WITH THE BUILDING CODE AND ENERGY CODE 37. ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE PRESSURE TREATED, MOISTURE RESISTANT WOOD. 38. HAZARDOUS MATERIALS: 1. ALL MATERIALS USED DURING CONSRTUCTION MUST BE CERTIFIED "ASBESTOS FREE" - NO EXCEPTIONS 2. NO MATERIALS MAY BE USED CONTAINING PCB OR OTHER HAZARDOUS MATERIALS. - NO EXCEPTIONS 3. NO PRODUCT CONTAINING LEAD MAY BE USED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER AND THE ARCHITECT. 39. ALL SURFACES WHICH ARE INDICATED TO BE FINISHED OR PAINTED SHALL BE PREPARED, SANDED, TREATED, AND PRIMED IN STRICT ACCORDANCE WITH COMMERCIAL QUALITY STANDARDS, AND IN STRICT ACCORDANCE WITH FINISH MATERIAL MANUFACTURER'S INSTRUCTIONS. 40. APPLICATION OF MATERIAL OR EQUIPMENT INSTALLED BY OTHERS CONSTITUTES ACCEPTANCE OF THAT WORK, AND ASSUMPTION OF THE RESPONSIBILITY FOR SATISFACTORY INSTALLATION AND PERFORMANCE. 41. NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE PLACED IN ANY OF THE LANDLORD'S TRASH RECEPTACLES OR COMPACTORS AT ANY TIME. THE CONTRACTOR SHALL ARRANGE FOR A TRASH DUMPSTER, SIZE AND LOCATIONS OF WHICH IS SUBJECT TO LANDLORD'S APPROVAL, FOR THE REMOVAL OF REFUSE. COORDINATE DUMPSTER PLACEMENT WITH LANDLORD /DEVELOPER. 42. EXISTING UTILITIES ARE SHOWN GENERICALLY AND HAVE NOT BEEN SPECIFICALLY VERIFIED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATED AND PRESERVE ANY AND ALL UTILITIES. 44. NO CLAIMS FOR ADDITIONAL COMPENSATION AND /OR TIME SHALL BE MADE OR CONSIDERED VALID UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL COMPENSATION AND /OR TIME IS APPROVED IN ADVANCE OR PROCEEDING WITH THE WORK. 43. PROVIDE A LEVEL LANDING (DEFINED AS A 2% MAXIMUM SLOPE IN ANY DIRECTION) EXTENDING 5 FEET IN FRONT OF ALL DOORS. ALL WALKING SURFACE SHALL BE SLIP RESISTANT. 45. THE CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ALL FLOOR, ROOF, AND WALL OPENINGS WITH ALL APPLICABLE DRAWINGS. THE CONTRACTOR SHALL VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL APPLICABLE DRAWINGS PRIOR TO POURING CONCRETE. 46. ALL EXTERIOR EXPOSED GALVANIZED METAL (TRIMS, RAILINGS, FRAMES, NUTS, BOLTS, FASTENERS, MOL9INGS, ETC., ) SHALL BE PAINTED UNLESS OTHERWISE NOTED. 47. PROVIDE ISOLATION OF ALL DISSIMILAR METALS (ALUMINUM, COPPER, STEEL, ETC.) FROM EACH OTHER. 48. PLUMBING, MECHANICAL, AND ELECTRICAL ARE TO BE BIDDER DESIGNED. SUBMIT DESIGN TO ARCHITECT FOR APPROVAL PRIOR TO THE PERMIT SUBMITTAL. 49. SEE THE ARCHITECTURAL DRAWINGS FOR NOTES NOT LISTED HERE SPECIFIC TO APPLICATION DRAWING SET G SERIES - COVERS GENERAL PROJECT INFORMATION, PROJECT GENERAL NOTES, SYMBOLS, MATERIALS LEGEND, AND TYPICAL MOUNTING HIEGHTS. A SERIES - ARCHITECTURAL DRAWINGS Al .X SITE PLANS, AREA PLANS, ENLARGED SITE PLANS, AND SITE PLAN GENERAL NOTES A2.X NOT USED A3.X FLOOR PLANS, REFERENCE FLOOR PLANS, DIMENSION PLANS, FLOOR PLAN GENERAL NOTES. ALSO INCLUDES INTERIOR ELEVATION, SIGNAGE, & OPENING CALL -OUTS A4.X NOT USED A5.X NOT USED A6.X NOT USED A7.X INTERIOR ELEVATIONS A8.X REFLECTED CEILING PLAN A9.X ALL SCHEDULES, DETAILS, AND SPECIFICATIONS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 27 2012 City of Tuk■lla BUILDING DIVISION VL Ught Archdecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 -825 -7100 f: 360 - 825 -4512 www.LightArchitectureandDesign.com ,10104 JAMES R. MILL STATE OF WASHINGTON EiVt D . CITY REC OF TUKIMLA JUL 131012 PERMIT CENTER CLIENT: (41ftc110 P freshmexican9rill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET REVISION 2 SUBMITTAL DATE: 7/13/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: COVER SHEET GENERAL NOTES G2.0 ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 SOUTH CENTER VICINITY MAP SCALE: NOT TO SCALE SITE / BUILDING INFORMATION NAME OF ESTABLISHMENT: MUCHO BURRITO PROJECT ADDRESS: WESTFIELD MALL AT SOUTH CENTER . SPACE 256 971 SOUTH CENTER TUKWILLA, WA 98188 PROJECT AREA: INTERIOR AREA: 1017 SF EXTERIOR AREA: 276 SF NUMBER OF EXISTING RESTROOMS WITHIN 200'-0" : 4 TOTAL RESTROOMS 2 MENS 2 WOMENS A1.0 PROPOSED LOCATION MUCHO BURRITO EXISTING MENS BATHROOM • EX4STING WOMEN& BATHROOM •• EXISTING WOMENS BATHROOM EXISTING WOMEN 'AHRO EXISTIN MENS BA'I -tRO • EXISTI • BATH( {JG VJ 44.00 • EX `• TOG 4j/O B • I HROO 3 I' DISTANC •• EXISTING • BATFHRO ▪ 320' DIS EXISTING MENS BATHROOM (STING WOMENS BATHROOM 88 EXISTING MENS BATHROOM EV(Ev ED FOR CODE COMPLIANCE APPROVED AUG 27 2012 City of Tukwila BUILDING DIv'.:“o NOTE: NO WORK IS TO TAKE PLACE OUTSIDE OF THE LEASABLE SPACE SOUTH CENTER AREA PLAN EXISTING MENS ISTROOM ° (NO WORK) 172' -9" DISTANCE FROM EXTERIOR DOORWAY EXISTING WOMENS RESTROOM • (NO WORK) 174' -1" DISTANCE FROM EXTERIOR DOORWAY i • • • EXISTING WOMEN RESTROOM (NO WORK) 75' -7" DISTANCE °FROM EXTERIOR DOORWAY ®° • ROPOSED OUTDOOR DININ AREA 276 SF r EXIST ' CORRIDOR (NO W,©1R0 1 PROPOSED MUCHO B LOCATION 1017 SF • EXISTING MENS RESTROOM (NO WORK) 72' -4" DISTANCE FROM EXTERIOR DOORWAY f RRIT SCALE: V = 100' -0" EXIST CORRIDOR (NO WORK) RECEIVEu CITY OF TUKWILA JUL 13-201Z PERMIT CENTER SOUTH CENTER ENLARGED AREA PLAN SCALE: 1" = 20'-0" Light Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360- 825 -7100 f: 360 -825 -4512 www.LightArchitectureandDesign.com 10104 REGISTERED ARCH( CT JAMES R. MILL / STATE OF WASHINGTON CLIENT: «tho6uNrlta fresh mexiaanDri1 WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET REVISION 2 SUBMITTAL DATE: 7/13/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: SITE&AREA PLANS A1.O ALL MATERIAL HEREIN CONSIITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED. PUBLISHED. DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT . COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 FLOOR PLAN GENERAL NOTES 1. SEE SHEET A3.0K FOR EQUIPMENT SCHEDULE 2. SEE FINISH SCHEDULE FOR CEILING, FLOOR AND WALL FINISH 3. SEE SHEET G1.0 FOR ABBREVIATIONS 4. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED ITEMS. 5. COORDINATE SIGNAGE LOCATION WITH INTERIOR ELEVATIONS AND TYPICAL MOUNTING HEIGHTS, NOTIFY ARCHITECT IF INFORMATION IS IN CONFLICT, FAILURE TO DO SO WILL BE AT THE RISK OF THE CONTRACTOR 6. COORDINATE WALL OPENING REQUIREMENTS WITH ARCHITECT AND TRADES AND PROVIDE AS NEEDED, OPENINGS SHALL ONLY BE SIZED AS NESSICARY AND SHALL BE SEALED AT PERIMETER FOR SOUND CONTROL 7. ALL DECORATIVE FINISHES, WALL COVERINGS, & TEXTILES SHALL MEET NFPA 701 GUIDLINES, OR BE NON - COMBUSTIBLE 8. WALL -TYPES ARE TYPICAL OF THE FULL HIEGHT OF THE WALL WALL TYPES V Yrkor )CV r��ti�i� cue, inn c,� "e � V\C ( re tc JAM . 61,11 the l NOTE: MALL PLANS FOR FUTURE CURB EXPANSION 55' -5" 24' -9" 30' -8" 4' -11 7/8" 2' -4 3/4" 14' -4 26'-4 1 /8" 4' -3 7/8" EXISTING CURB NOTE: PROPOSED FENCING HAS BEEN REMOVED • RA AT FLOO REA NKI EE_SLAB • R S {AWCUT • 22 LA REV 1 iiiiiiiiiiiiiiiiiiiiiiiiiiii• AI/ iiiiiiiiiii riiiiiiiiiii �rrrrrrrrrrrr :'rrrrrrrrrrJ FOS\ DINING UNDER CASEWORK KITCHEN WALK IN COOLER 5' -0" CLEAR 12' -6" 2" DIA PAINTED STEEL RAILING, 36" HT TOTAL OCCUPANCY EXITING THROUGH DOORWAY = P3 OCCUPANTS , -Si 1/4" EXIST SERVICE CORR NO WORK EXISTING OPENING TO BE INFILLED, PATCH AND REPAIR OPENING CONSISTANT WITH THE REQUIREMENTS OF MAINTAINING A 1 HOUR FIRE RESISTANCE THIS WALL NO WORK THIS AREA E r - - - -i 1 1 1 1 ' DINING �u uiiu• uiIII.. H tl ��i ii�� 'f� ■ L�L I' ■�� L J �, v' �� ■Ilnnnl■ • 7-5 1/2" 12' -6 3/4" 4' -6" /2' -5 3/8'#_ 4' -8 3/4" 23' -8 5/8" 6' -11 3/8" BOUNDARY OF TENNANT SPACE, NO WORK BEYOND DOOR & FRAME SCHEDULE DOOR NUMBER _Ms WALL TYPE DOOR WIDTH . DOOR HEIGHT CONSTRUCTION 0 COLD FORM 20Ga METAL STUDS AT 16" OC UNLESS NOTED OTHERWISE 0 5/8" GYPSUM WALL BOARD FRAME TYPE / FINISH HARDWARE REMARKS NOTES 4 7' -7' 1. PROVIDE 20 GA METAL BACKING AT ALL SHELVING AND CASEWORK MOUNTING LOCATIONS. 2. WALL THICKNESS AS INDICATED ON PLANS 3. NON -FIRE RATED ASSEMBLY 4. BRACE TOP OF WALL TO STRUCTURE ABOVE AT INTERVALS OF 12' -0" OC MIN AND AT EVERY CORNER 5. SEE WALL FRAMING DETAILS ON SHEET A9.0 7' -0" HM WD / ST _FR WALL TYPE (EXISTING DEMISING WALL) GBL 400A CONSTRUCTION 0 EXISTING WALL CONSTRCTUCTION TO REMAIN ACT /GB FF /L 12' -6" UNO NOTES 1. EXISTING DEMISING WALL BETWEEN TENNANT SPACES IS A ONE -HOUR FIRE RATED ASSEMBLY FROM THE FLOOR SLAB TO THE BOTTOM OF THE ROOF DECK 2. ALL EQUIPMENT, JUNCTION BOXES, SWITCH BOXES, ECT, . MUST COMPLY WITH ANY ONE OF THE FOLLOWING TESTS, OR THE CONTRACTOR MUST SUBMIT DATA TO THE CITY OF TUKWILLA THAT EQUIPMENT OR ITS INSTALLATION DOES NOT COMPROMISE THE FIRE - RATING OF THE WALL ASSEMBLY A. ASTM E 119 B. UL 263 C. SECTION 703.3 OF THE IBC 3. IF NOT ALREADY EXISTING, THIS WALL SHALL BE LABELED AS A FIRE -RATED ASSEMBLY BY STENCILING OR SIGNAGE ABOVE THE ATTIC AREA IN A CLEARLY VISIBLE METHOD AT 30' -0" OC MIN 4. ALL JOINTS AND PATCHES IN THE WALL SHALL BE MADE BY USING AN APPROVED FIRE- RESISTANCE RATED PRODUCT THAT COMPLIES WITH ONE OF THE FOLLOWING APPROVE TESTING STANDARDS, AND SHALL NOT COMPROMISE THE FIRE RATING OF THE WALL ASSEMBLY A. ASTM E 166 B. UL 2079 5. SEE WALL FRAMING DETAILS ON SHEET A9.0 C / ST 6 �o D v rn GBL V Yrkor )CV r��ti�i� cue, inn c,� "e � V\C ( re tc JAM . 61,11 the l NOTE: MALL PLANS FOR FUTURE CURB EXPANSION 55' -5" 24' -9" 30' -8" 4' -11 7/8" 2' -4 3/4" 14' -4 26'-4 1 /8" 4' -3 7/8" EXISTING CURB NOTE: PROPOSED FENCING HAS BEEN REMOVED • RA AT FLOO REA NKI EE_SLAB • R S {AWCUT • 22 LA REV 1 iiiiiiiiiiiiiiiiiiiiiiiiiiii• AI/ iiiiiiiiiii riiiiiiiiiii �rrrrrrrrrrrr :'rrrrrrrrrrJ FOS\ DINING UNDER CASEWORK KITCHEN WALK IN COOLER 5' -0" CLEAR 12' -6" 2" DIA PAINTED STEEL RAILING, 36" HT TOTAL OCCUPANCY EXITING THROUGH DOORWAY = P3 OCCUPANTS , -Si 1/4" EXIST SERVICE CORR NO WORK EXISTING OPENING TO BE INFILLED, PATCH AND REPAIR OPENING CONSISTANT WITH THE REQUIREMENTS OF MAINTAINING A 1 HOUR FIRE RESISTANCE THIS WALL NO WORK THIS AREA E r - - - -i 1 1 1 1 ' DINING �u uiiu• uiIII.. H tl ��i ii�� 'f� ■ L�L I' ■�� L J �, v' �� ■Ilnnnl■ • 7-5 1/2" 12' -6 3/4" 4' -6" /2' -5 3/8'#_ 4' -8 3/4" 23' -8 5/8" 6' -11 3/8" BOUNDARY OF TENNANT SPACE, NO WORK BEYOND DOOR & FRAME SCHEDULE DOOR NUMBER OPENING WIDTH OPENING HEIGHT DOOR WIDTH . DOOR HEIGHT FRAME TYPE DOOR MAT/ FINISH FRAME TYPE / FINISH HARDWARE REMARKS S 3' -4" 7' -7' 3' -0" 7' -0" HM WD / ST HM / PT LATCHING HARDWARE, PROVIDE CLOSURE GBL 400A GBL ROOM FINISH SCHEDULE TOTAL OCCUPANT LOAD: TOTAL AREA: 33 OCCUPANTS 1018 SF 55-5" SPACE IS FIRE - SPRINKLERED I T\ Ught Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 - 825 -7100 f: 360- 825 -4512 www.LightArchitectureandDesign.com REGISTERED ARCHITECT CLIENT: (41ftc110 L'ftPrtO freshrnexicanerill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET REVISION 2 SUBMITTAL DATE: 7/13/2012 DRAWING SCALE: NOTE: DRAWING MAY BE REDUCED 0 1' 2' ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR MAT. / FIN. BASE MAT / FIN. ` WALLS CEILING REMARKS N E S W MAT'L FINISH HEIGHT 100 DINING C / ST WD / ST GBL GBL GBL GBL ACT /GB FF /L 12' -6" UNO 200 DINING C / ST WD / ST GBL GBL GBL GBL ACT /GB FF /L 12' -6" UNO 300 GRILL / POS C / CS RB 1 FF - FRP /SS MT /SS GBO GB 0 10'-0" UNO 400 KITCHEN C / CS RB / FF FRP FRP FRP FRP ACT FF 10' -0" ALL ACT TO HAVE SCRUBABLE SURFACE IN KITCHEN AREA SCHEDULE LEGEND ACT C CS FF FRP GB GBL GBO HM ACOUSTICAL CEILING TILE CONCRETE CLEAR SEALER FACTORY FINISH L 0 PT RB FIBERGLASS REINFORCED PANEL ST GYPSUM BOARD SS GYPSUM BOARD, LATEX ENAMEL. PAINT WD GYPSUM BOARD, OIL ENAMEL PAINT\ HOLLOW METAL LATEX ENAMEL PAINT OIL ENAMEL PAINT PAINT COVED RUBBER BASE COLORED STAIN STAINLESS STEEL WOOD FLOOR PLAN LEGEND FR NOMINAL WALL THICKNESS WALL TYPE BUG WALLTYPE PCP IIII■ FEB 0 LEASE LINE NEW WALL TO BE CONSTRUCTED, WALL TO BE +13' -0" IN HT UNO FIRE EXTINGUISHER & BRACKET OCCUPANCY LOAD OF ROOM OCCUPIABLE SQUARE FOOTAGE OF ROOM TOTAL # OF OCC IN ROOM OCCUPANCY LOAD FACTOR FROM 2009 IBC (OCC / SF) EXISTING FIRE -RATED WALL, FULL HEIGHT TO BOT OF STRUCTURE KEYNOTES 10 INSTALL 'SMART -WALL G3' SHELVING TRACK AT THIS WALL, SEE INTERIOR ELEVATIONS, FASTEN AT STUD EVERY 16" OC PER MFR RECOMENDATIONS SEE SHEET A3.1 FOR EQUIPEMENT LAYOUT AND SCHEDULE SEE SHEET E /P3.0 ELECTRICAL & PLUMBING LAYOUTS REVIEWED FOR CODE � p�OV� NCE AUG 2'7 2012 City of Tukwila BUILDING DIVIBIO CITY 4F TUKWILA JUL 13 2012 PERMIT CENTER KEYPLAN: FLOOR PLAN A3.0 ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 EQUIPMENT SCHEDULE 1 DESCRIPTION MFR /SERIAL QTY HxD1Nx� AMPS VOLT. HOOKUP REMARKS 1 GREASE INTERCEPTOR WATTS / WD-L 1 14" X 33" X 50 GALLON PER MINUTE CAPACITY - - - 2 POINT OF SALE WILLPOS / ST -A10 1 (+1 SUPPLIED BY TECHNIC POS 1 MI •B. - CONFIRM WITH OWNER QUANTITY HEATED MURCHANDISER HATCO / GRHW-1SGD . 1 23 1/2" X 11.1 120 23" X 16" SMOOTH PANINI PRESS STAR / GR14B 1 33" X 19 15 120 ALUMINUM GRID SURFACE 4 5/8 "X24 5/8.. GROOVED PANINI PRESS STAR / CG14T 1 36" X 19 15 120 5-15P ALUMINUM GRILL SURFACE 5 5/8 "X24 3/4" 6 SALAD TABLE - REFRIDGERATED CUSTOM 1 40 3/8" X 48 3/8 "X34" 9.5 120 HARDWIRED PROVIDE ELEC JUNCTION Q 24" AFF STEAM TABLE - 4 WELLS CUSTOM 1 35" X 60" X 32' 19.25 208 ( HARDWIRED 3/4" NPT 3 PROVIDE 1 1/2" DIA DRAIN LINE /0/\ 8 TORTILLA SORTING RACK CUSTOM 1 121X 16" X - CUSTOM MADE SORTING RACK 18" I REACH -IN REFRIGERATOR TRUE / T 35G 1 39 112' X 39 9.8 115 5 -15P 1/2 "X29 REV 3/4" UNDER- COUNTER REFRIGERATOR TRUE / TUC -27 D2 1 36" X 27 3.9 115 5-15P 2- DRAWER MODEL - ADA COMPLIANT 10 5/8 "X31 1/8" 11 WALK -IN COOLER ,_ NORLAKE / FAST -TRAK NAWA5ORLO - #BYH 1 115 HARDWIRED R -22 REFRIGERANT REACH -IN FREEZER TRUE / TS-49F 1 541 /8" X 29 11.0 115 5 -20P 12 1/2"X 78 REV 3/8" 13 STAINLESS STEEL TABLE BY CONTRACTOR 1 36" X 36" X 30" - 14 WARMER - 3 DRAWER ALTO SHAAM / 500 -3DN 2 26 1/8" X 16 1/2" X 30" 8.5 (HIGH SETTING) 125 5-15P 3- DRAWER MODEL 15 HALF -SIZE CONVECTION OVEN BLODGEIT / CTB 1 27 208 / 1P HARDWIRED 3 PHASE CONNECTION IS OPTIONAL RADIANT CHAR- BROILER STAR / 8124RCB 1 18" X 24" X - - 3/4" NPT REGULATOR INCLUDED IN UNIT 80,000 RE2 V 30 5/8" BTU 17 HOT PLATE - 2 BURNER 4111010) 3/4" NPT 60,000 BTU DRAWERED REFRIGERATOR TRUE / TRCB -52 1 25 3/8" X 51 8.1 115 5-15P 18 7/8" X 33 1/8" RICE COOKER ZOJIRUSHI / NYC -36 2 13 1/2" X 17 11 120 5 -15P 19 3/8" X 15 1/4„ 20 FOOD PROCESSOR WARING / FP2200 1 26 1/2" X 10 1 /2 "X 12" 5.6 • 120 5-15P . 21 EXHAUST HOOD CAPTIVE AIRE / ND -2 1 HARDWIRED CONTACT CITY OF TUKWILLA FOR EXHAUST REQUIREMENTS DROP -IN HAND SINK TARRISON / D1 -14 1 5" X 14" X - - NO FIXTURE IS INCLUDED 10" 23 WALL MOUNTED HAND SINK TARRISON / HSF -14 1 5" X 14" X 10" - - FIXTURE IS INCLUDED 3- COMPARTMENT SINK 8. DRAIN TARRISON / PS3-18 1 36" X 60" X - - NO FIXTURE IS INCLUDED . AT 24 BOARD 24" - CONTRACTORS OPTION PROVIDE CUSTOM UNIT WITH SIMILAR SIZE AND 18" X 18" BOWL SIZE 25 SINGLE COMPARTMENT SINK / CENTER DRAIN TARRISON PS1 -24 1 47" X 27" X 27 1/2" - _ NO FIXTURE IS INCLUDED MOP SINK - FLOOR MOUNTED CRANE / SB 2424 6" X 24" X - 1 /2" HOT / NO FIXTURE IS INCLUDED 26 24" 1 /2" COLD / 3" DRAIN i 27 SNEEZE GUARD CUSTOM 1 - - _ POSTS BY MFR, GLASS CUSTOM BY CONTRACTOR, SEE DETAIL A /A7.0 HOT WATER HEATER BY CONTRACTOR 1 CONTRACTOR TO PROVIDE ADEQUATE HOT WATER SUPPLY TO MAINTAIN 120 28 - - - DEG F AT MIXING FAUCET DRY STORAGE SHELVING UNIT BY CONTRACTOR 5 60" HEIGHT STAINLESS STEEL SHELVING LOWEST X 18" DEPTH SHELF SHALL BE 6" MIN ABOVE FLOOR 29 LENGTH - SHELVES SHALL BE ON CASTERS DEEP FRYER 14"X 34° RE2V > 30 PITCO / SG14 1 X 34�� _ - GAS - 31 STAINLESS STEEL TABLE CUSTOM 1 30" X 30" X 36" HT _ - - _ DROP -IN FOOD WARMER WELLS / SS -4ULT 2 91/4" X 8 1/4 " DIA 6.9 120 HARDWIRE / N 3/4" NPT )/Izi V DISHWASHER CHAMPION / UH-200B 1 25" X 24" X 40 -60 SEE 208 / 240 HARDWIRE E ELEC LOAD AND VOLTAGE IS 40 1/2" MFR SEE MFR 1/2" HOT DEPENDANT UPON INTERNAL BOOSTER 33 1/2" COLD VERIFY W/ MFR SPECIFICATIONS 3/4" INDIRECT DR STAINLESS STEEL TABLE 1 30" X 36" X 2 34 BY CONTRACTOR 24" HT REV 35 CUSTOM STAINLESS STEEL SHELVING IIIIIIIPIIIWV VARIES 36 CUSTOM STAINLESS STEEL BY CONTRACTOR 36" AFF X COUNTER TO INCLUDE INTEGRATED 6" COUNTERTOP AND BACKSPLASH 30" DEEP, BACKSPLASH SEE PLAN FOR LENGTH 37 STAINLESS STEEL SELF SUPPORTED 3 60" X 36" X LOWEST SHELF SHALL BE 6" MIN ABOVE MOVABLE SHELVING BY CONTRACTOR 18" FLOOR SHELVES SHALL BE ON CASTERS UNDER COUNTER REACH -IN W/ TURBO -AIR / TBD -1 SD /SB 1 23 5/8" X 31 4.0 115 5 -15P TAP 3/4" X 38 R 39 SOFT DRINK AND ICE DISPENSOR BY SOFT DRINK 1 9.3 5 -15P, 3/8" COORDINATE WITH SOFT DRINK DISTRIBUTOR 110 COLD WTR, 3/8" SYRUP, 3/4" DR DISTRIBUTOR 40 ICED TEA DISPENSOR BY SOFT DRINK 1 SEE SEE SEE COORDINATE WITH SOFT DRINK DISTRIBUTOR REMARKS REMARKS REMARKS DISTRIBUTOR 41 SYRUP RACK BY SOFT DRINK 1 3/8" SYRUP COORDINATE WITH SOFT DRINK DISTRIBUTOR DISTRIBUTOR, SECURE RACK TO ADJACENT WALL RI loki&c P'12-1-t. IT 146am. t R:6Q, 51-4444, 0-012.1-41N e I 15 Nag DCD 1.1 II toSThL1j*ltto t oP tNs6t G RsE II to R� e. -r 9- Lett tN& P C'�M►► Q P REVIEWED FOR CODE COMPLIANCE APPROVED AUG 272012 City of Tukwila BUILDING DIVISION 13' -10 7/16' UNDER TRASH : IN BELOW I COUNT R CUSTOM GARBAGE ENCLOSURE SEE INTERIOR ELEVATIONS KITCHEN 1 I.0 FLOOR DRAIN ® -� BELOW - DINING 7' -5 9/16" DINING HAND WASH SINK ABOVE CO FLOOR DRAIN BELOW r--...,,, r-- - -1 '`, 1 1 � 1 1 Mff ABOVE HAND SINK PUBLIC HEALTH SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL TOTAL SEATING: 28 SEATS 12 EXTERIOR 16 INTERIOR GENERAL NOTES 1 ALL LIGHTING FIXTURES MUST BE SHEILDED 2. ALL SHELVING SHALL BE ABOVE 6" MIN FROM FINISH FLOOR 3. SEE INTERIOR ELEVATIONS FOR EQUIPMENT LOCATIONS, CASEWORK DIMENSIONS AND ADDITIONAL CALL OUTS NOT SHOWN HERE TAT KITCHEN LAYOUT FLOOR PLAN A SCALE: 1/4" =1'-0' °\ RECEIVE) CITY OF TUKWILA JUL 13`2012 PERMIT CENTER Ught Architectwre 27202 432nd St SE Enumclaw, WA 98022 p: 360 - 825 -7100 f: 360- 825 -4512 www.LightArchitectureandDesign.com 10104 REGISTERED ARCHITE JAMES R. MILL STATE OF WASHINGTON CLIENT: IilftcIlo INtPrlto freshrnexiaansrill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET REVISION 2 SUBMITTAL 1 DATE: 7 3 2 12 0 DRAWING SCALE: NOTE: DRAWING MAY BE REDUCED DRAWING MAY BE REDUCED KEYPLAN: FLOOR PLAN KITCHEN LAYOUT A3.1 ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 48'-0 EXISTING FACADE, NO WORK 14'-0" 20'-0" SIGNAGE 14'-0" EXISTING FACADE, NO WORK BEHIND SLATS ILLUMINATED INDIVIDUAL LETTERED SIGNAGE, APPLIED TO EXISTING STUCCO FACADE, SIGNAGE CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION FASTEN SLATS TO EXISITING STUCCO FACADE USING 1 1/2" DEPTH STEEL HAT CHANNELS PAINTED BLACK AT 4' -0" OC f r.e :s,h m exi can WOOD SLATS SHALL NOT EXCEED 30% OF THE BUILDING'S NORTH FACADE AREA NORTH SCALE: 1/4' =1' -0' EXTERIOR MATERIAL/ FINISH SCHEDULE KEYNOTE MATERIAL SPECIFIED PRODUCT / FINISH COLOR SUBMITTALS REMARKS 0 2X6 WOOD SLATS EXTERIOR GRADE STAIN " BROWN �� SUBMIT A SAMPLE TO MUCHO BURRITO PRIOR TO INSTALLATION STAIN SHALL HAVE A MINIMUM 10 YEAR MANUFACTURER'S WARANTY Y Y Y V' f rI O ... V Y Y Y Y STONE VANEER v V Y Y Y Y Y Y V fl SELEX / LINKIN LEDGE , Y Y V V Y DRIFTWOOD' CONTRACTOR TO SUBMIT SUBSTITUTION COLORS TO MUCHO BURRITO PRIOR TO INSTALLATION _ O SHEET METAL FLASHING BY CONTRACTOR "DARK GREY" - - 0 STUCCO EXTERIOR GRADE PAINT, OIL BASED ENAMEL , "BLACK" L ^ ^ ^ ^ - PAINT SHALL HAVE A MINIMUM 10 YEAR MANUFACTURER'S WARANTY 0 COLORED STUCCO FINIS ED MASONRY ACRYLIC STUCCO FINISH / OMEGA STUCCO FINISHES , CAPPUCINO" SUBMIT A SAMPLE TO MUCHO BURRITO PRIOR TO INSTALLATION . STUCCO BENJAMIN MOORE /GONG PAINT #2108 -40 STARDUST (WARM GREY) SUBSITUTION ALLOWED IF APPROVED BY MUCHO BURRITO PAINT SHALL HAVE A MINIMUM 10 YEAR MANUFACTURER'S WARANTY CGDAPPROVED AUG272012 City of Tukwila BUILDING DIVISION EXISTING ALUMINUM FRAME, NO WORK �� _ - �ae, I ®�'. °I ®r'�°. I ®ry °, I ®� °( ®� � °�—o ®p � __ L' — ro' ©��J - 1'0lol��dro'a,1�L�ro,'o�� - rol ©�mi ! ®r ©1� do'o�f�el (ool��e - (o'�` ' ©� t C. IVIB® C©' B�ooie�or3 iB�d ©'e ®d ©∎B�o.ofB�doB �do!e� dole �e�- : ®tee - ®� - -II��� - •' - ®� - ®�.��- -- T- ® _ - ®MMB P OF VANEER ALIGN TOP OF RAIL /VANEER WITH NEAREST EXISTING MASONRY JOINT AT COL NORTH EXTERIOR ELEVATION SCALE: 1/4'.= l'-O' Ug.ht Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 - 825 -7100 f: 360- 825 -4512 www. LightArchitectureandDesign.com 10104 REGISTERED NULL �pMES ∎ ASHINGTON � stltE of CLIENT: C o fP O fr -esh Tmextcanar1ll WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET REVISION 2 SUBMITTAL DATE: 7/13/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: ELEVATION cfTYO ALA JUL 13 2012 A5 PERMIT CENTER • ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 STAINLESS STEEL POST BY MFR CUSTOM LAMINATED GLASS PROVIDE A10 DIA OPENING W GROMMET AT _ COUNTER TOP FOR GARBAGE 6" WOOD BASE 'STONE VANEER' SEE SHEET A5.0 FOR SPECIFICATIONS =mot � — s—_ - -- -- 0 —ifi — . vemmisesilismeinsedib lam :® s, maw =iea . l ■®� 9 :ere 6 " WOOD BASE BUILT -IN BENCH SEATING WEST IIIMIaIIMINNIIIIMMl•MMI■MINIIIMMIIMIIIIMI■IN1 •� ■Ia ■■Imm° ' I MMIfaII•111■•1 - - - - -- IMIIIIINIIIIIMMIIIIIIIIIIa1 - - - - -fa ���Ia�� ∎ ∎����Ia:1 =�1aw1 I� - --.— PRE - FABRICATED SNEEZE GUARD W/ LAMINATED GLASS SEALED MASONRY TILE 18" HT PARTITION AT EA SIDE OF HAND WASH STATION STAINLESS STEEL K HOOD ENCLOSURE 9' -9" WAINSCOT UNDER RANGE SOUTH 'STONE VANEER' SE SHEET A5.0 FOR SPECIFICATIONS 5" TYP FIN CEILING EXIST. ALUM FRAME r LT EA N CH 7 6" WOOD 3ASE 3' -9" 3' -3" 7'-0" TRASH ENCLOSURE OPEN BELOW DOORS 6" WOOD BASE NOTE: CONTRACTOR TO APPLY OPAQUE COVERING TO GLAZING BEHIND BENCH SEATING NORTH INTERIOR ELEVATION - DINING SCALE: 1/4 " =1'-0' 2V b _________I_____ ' ����fafa�1/M•=■�fafa�■ �� V MI P.M PRE - FABRICATED SNEEZE GUARD W/ LAMINATED GLASS STAINLESS STEEL COUNTER TOP STAINLESS STEEL COUNTER TOP CUP DISPENSER AT COUNTER TOP STAINLESS STEEL COUNTER TOP GROMET AT COUNTER TOP FOR POS em !\ \mil . ADJ SHELVING aNN NN N Nt LN tt N. lar 6" RUBBER BASE AT CASEWORK STAINLESS STEEL COUNTER TOP 2' -0" ADJ SHELVING 2' -6" 2' -6" 7' -0, 'SMART -WALL G3' MOUNTING BRACKET © +10' -6" HT FASTEN AT 16" OC FRP TO FULL HEIGHT OF WALL GARBAGE UNDER COUNTER WEST SOUTH 'SMART -WALL G3' MOUNTING BRACKET @ +10' -6" HT FASTEN FRP TO FULL HEIGHT AT 16" OC OF WALL 6" COVED RUBBER BASE FINISH CASE WORK W/ PLAM SURFACE, TYP UNO FRP BEHIND EQUIPMENT AT WALL 6' COVED RUBBER BASE AT CASEWORK E VING 1' -6" 1' -6" ' -6 1/2" 1' -6' ADJ SHEL ING 3' -01 /4" 7' -6 1/4" NORTH INTERIOR ELEVATION - GRILL / POS 36" HT-' 24' HT--- STAINLESS STAINLESS TABLE TABLE -0" HT= TAINLESS STEEL CORNER GUARD 6" STAINLESS STEEL BS 4" RUBBER BASE STEEL COUNTER TOP SOUTH 'SMART -WALL G3' MOUNTING BRACKET © +10' -6" HT FASTEN AT 16" OC.-� SCALE: 1/4" =1 =0' 6" STAINLESS STEEL BS INTEGRATED IN COUNTER 1 16" DEEP STAINLESS I STEEL SHELVING ,( STAINLESS STEEL WAINSCOT AT MOP SINK WRAP ON ALL 3 SIDES F' "'' "j "; _ ;: NIMMORNENIM I I I I I f I I :•:•:•:•:•:•:•:.: '...:•:........... ..........,.......... ...........„.. ... .•...•.... .......„...... ..... ........ ............ .........::... � ••LU' W WALK-IN A I COOLER N.:,........... \ i n MN ...... '' FEM11111 IM . :..::. f1: „Ai ,,, :......: f • .,..„,,.. IMMO A II r• 36" HT-' 24' HT--- STAINLESS STAINLESS TABLE TABLE -0" HT= TAINLESS STEEL CORNER GUARD 6" STAINLESS STEEL BS 4" RUBBER BASE STEEL COUNTER TOP SOUTH 'SMART -WALL G3' MOUNTING BRACKET © +10' -6" HT FASTEN AT 16" OC.-� SCALE: 1/4" =1 =0' 6" STAINLESS STEEL BS INTEGRATED IN COUNTER 1 16" DEEP STAINLESS I STEEL SHELVING ,( STAINLESS STEEL WAINSCOT AT MOP SINK WRAP ON ALL 3 SIDES F' "'' "j "; _ ;: NIMMORNENIM I I I I I f I I MI "1i,•i i n IM . :..::. f1: IMMO A II r• EAST 5' -0" HT STAINLESS STEEL CORNER GUARD c COMPARTMENT - SINK WITH OPEN AIR DRAIN w/ FAUCET & WASH WAND FRP TO FULL HEIGHT OF WALL GARBAGE UNDER COUNTER L 30" DEPTH STAINLESS STEEL COUNTER TOP 4" COVED RUBBER BASE 4 M NORTH INTERIOR ELEVATION - PREP KITCHEN DETAIL SNEEZE GUARD SCALE: 1• =6" 00 =yy COMPLIANCE P§ IAtC -.. pROVED r;S 21 1012 City C T41 /19t HOT WATER HEATER "t.? E DING iG [AV1S10 SECURE HOT -WATER HEATER TO WALL USING SUPPORT STRAPS, PLUMBERS TAPE IS NOT AN ACCEPTABLE PTION TYP HOT WATER HEATER SUPPORT SCALE: NTS LEGEND FIBER REINFORCED PANELING STAINLESS STEEL MASONRY TILE 'STONE VANEER' SEE SHEET A5.0 FOR SPECIFICATIONS SEE EQUIPMENT SCHEDULE ON SHEET A3.2 FOR EQUIPMENT KEYNOTES FRP TO FULL HEIGHT OF WALL — 'SMART -WALL G3' MOUNTING BRACKET © +10' -6" HT FASTEN AT 16" OC �- 4" COVED RUBBER BASE ELEC PANEL OPEN TO KITCHEN 5' -0" HT STAI STEEL CORN GUARD NORTH LESS R PROVIDE SHELF AT +71-6" HT FOR STEREO & SERVER RACK SERVER RACK STEREO SCALE: 1/4"=1'-0' FRP TO FULL HEIGHT OF WALL CENTRAL -' SWITCH BANK SECURITY PANEL 4" COVED RUBBER BASE SOUTH INTERIOR ELEVATION PREP KITCHEN SCALE: 1/4"=1'4 Light Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 - 825 -7100 f: 360 - 825 4512 www. Lig htArch itectureand Design .cam 10104 1 \/ REGISTERED ARCHIT T AMES R. MILL STATE OF WASHINGTON CLIENT: VVU(C110 L(4PI4fO fresh mexicanerill W ESTFI ELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET REVISION 2 SUBMITTAL DATE: 7/13/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: INTERIOR ELEVATIONS RECEtVE!) CITY OF TUKWILA JUL 13 2012 PERMIT CENTER 0 ALL MATERIAL. HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT UGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 n, NOTE: THIS DRAWING DOES NOT REPRESENT ALL CONDITIONS. FOLLOW ALL APPLICABLE CODES SEISMIC WIRE BRACING 12 "O.C. EA. WAY TYP. HANGER WIRES TO MAIN RUNNERS @ 4' -0" O.C. TYP. 7j/IJJII#.IPPr CROSS 'T' LIGHT FIXTURE W/ WIRE HANGERS SUPPORTED @ EA. CORNER TYP. PROTECT FIXTURE AS REQUIRED MAIN RUNNER TYPICAL SUSPENDED ACOUSTICAL CEILING PANELS & SEISMIC BRACING 'UNISTRUT' P179 HANGERS ON EACH SIDE OF JOIST /BEAM, FASTEN PER MFR RECOMENDATIONS ' UNISTRUT' P2000 1 -5/8" X 1 -5/8" 16 Ga OUTRIGGERS @ 48" OC MAX SPANNING BETWEEN JOISTS EXISTING "K" JOIST @ 6-0" OC ABOVE OUTRIGGER END CONTINUES TO NEXT AVALIBLE JOIST 1 /8" DIA WIRE HANGERS, LOOP EACH END OF WIRE W/ (2) WIRE ROPE CLIPS ON EACH SIDE 1 /8" DIA WIRE LATERAL BRACING, LOOP EACH END OF WIRE W/ (2) WIRE ROPE CLIPS ON EACH SIDE, ALTERNATE THE ANGLE ON EACH NOTE: ALL WOOD TO BE FIRE - RETARDANT TREATED 2x4 BRACING, FILL ALL HOLES AND STAIN TO \. MATCH SLATS 1x4 MAPLE SLATS, FILL ALL HOLES AND STAIN ALL ENDGRAINS SUSPENDED WOOD DETAIL EXTEND FRAMING TO STRUCTURE ABOVE, TERMINATE GWB AT 2" MIN ABOVE ACT CEILING LINE OF ACT, SEE CEILING PLAN FOR HEIGHT COLD -FORM STEEL STUD FRAMING STUD SPACING AT 16" OC TYPICAL REPLACE EXISTING EXTERIOR CAN LIGHTING WITH EXTERIOR PENDANTS TYP nF (4). FXISIING LIGHTING T) REAAAIN ON WESTFIELD POWER GRID 1' -1 1/2" 1' -1 1 /2' NOTE: 11111111 1111! 2' -8" ' -4" TYPICAL, IN LIGHTING TO ALINE W CENTER OF BELOW TALL TH ABLE 1x4 STAINED FIRE - RETARDAND WOOD STAINED SLATS MECHANICALLY FASTENED TO SOFFIT WITH 1 1/2" STEEL HA- CHANNELS, PAINT SOFFIT BLACK ETWEE ENDAN EXTERIO' S ALIGN SCONC OPPOSING W WITH S LL NCE ON ALIGN SOF WALL ABO JAMB FRA FINISH BELO IT E WITH E 10-6° KITCHEN EXIT SIGN AT CEILIN 0 BE MOUNTED WSEC 2009 NOTE: KITCHEN LIGHTING IS CALCULATED BY THE "LIGHTING POWER ALLOWANCE' SWITCH BANK AT WALL, LETTERS INDICATE LIGHTING FIXTURE TO BE CONTROLED, SWITCHES WITH A SHALL BE DIMMERS DASHE LINE R PROFIL Wegg I__es_1 NOTE TO ELECTRICAL: 1. PROVIDE ADEQUATE POWER SUPPLY AT EXTERIOR FACADE FOR LIGHTED SIGNAGE, CORDINATE REQUIREMENTS WITH SIGNAGE CONTRACTOR PROVIDE PHOTOCELL TY PE DIMMING SWITCHES FOR ALL LIGHTING IN THE GRILL /POS AND DINING AREAS. SWITCHES 'A', 'B','C', AND 'E' TO BE DIMMABLE. SWITCH 'E' TO HAVE A DIM OVERRIDE FOR SECURITY OPERATION. 3. ALL EXTERIOR LIGHTING TO. BE INSTALLED WITH A PHOTO -CELL TYPE SWITCHING TO ALLOW AUTOMATED ON -OFF CABABILITY IN= ... ,, _I MI I I_=I■1_I L 41-0" 4'-0" 3' -2 1/4" 4' -6" /i\ 9' -9" LONG HOOD, SEE EQUIPMENT SCHEDULE 24' -41 /2" WSEC 2009 NOTE: DINING AND GRILL /POS LIGHTING IS CALCULATED BY THE "PERSCRIPTIVE METHOD" 10 3/4" 6-31 /2" )(- CENTER SCONCE ON THIS WALL, BETWEEN WALL AND ALUMINUM FRAME 10 3/4" REFLECTED CEILING PLAN REFLECTED CEILING PLAN LEGEND WOOD, STAINED GWB CEILING TYPE CEILING HEIGHT MODIFIER, WHERE APPLICABLE -41--- RECESSED FLUORESCENT LIGHT FIXTURE LETTER INDICATES SWITCH TO CONTROL FIXTURE A -.I— WALL MOUNTED LIGHT FIXTURE Oo .•__ LIGHT FIXTURE .11— EXIT LIGHT EMERGENCY LIGHT � - MECHANICAL GRILLE - SUPPLY - MECHANICAL GRILLE - RETURN, RELIEF OR EXHAUST SWITCH CONTROL INDICATOR LIGHTING SWITCH PROVIDE DIMMER CONTROL 'ES P1211 1 CEILING TYPES 2x4 SUSPENDED ACOUSTICAL PANEL CEILING, EXPOSED GRID. (NON- RATED). ACOUSTICAL PANELS SHALL BE WASHABLE TO COMPLY WITH HEALTH DEPARTMENT REGUALTIONS 1 "X4" WOOD SLATS STAINED, FASTENED TO T -BAR GRID SEE DETAIL 2/A8.0 CEILING SCHEDULE ROOM NAME MATERIAL SPECIFIED PRODUCT / FINISH MFR'S IDENTIFICATION FINISH COLOR REMARKS 400 KITCHEN 2'X4' ACT ARMSTRONG CLEAN ROOM VL' # 870 FACTORY "WHITE" INSTALL PER MFR RECOMENDATIONS 300 GRILL / POS 5/8" GWB PAINT - BENJAMIN #OC -45 "WHITE WING" OIL ENAMEL PAINT "CREAMY WHITE' FLAT FINISH 1 COAT OF PRIMER & 2 COATS OF COLOR MIN 100 DINING ROOM 2X2 ACT & WOOD SLATS / MAPLE ARMSTRONG 'CORTEGA' / WOOD STAINED - BY CONTRACTOR BY CONTRACTOR & #704 FACTORY ACT / STAINED WOOD "WHITE' ACT / "DARK BROWN" WOOD CONTRACTOR TO SUBMIT MAPLE SAMPLE TO THE MUCHO BURRITO CORP FOR COLOR MATCHING 200 DINING ROOM 2X2 ACT & WOOD SLATS / MAPLE ARMSTRONG 'CORTEGA' / WOOD STAINED - BY CONTRACTOR BY CONTRACTOR & #704 FACTORY ACT / STAINED WOOD "WHITE' ACT / „ DARK BROWN" WOOD CONTRACTOR TO SUBMIT MAPLE SAMPLE TO THE MUCHO BURRITO CORP FOR COLOR MATCHING 2x2 SUSPENDED ACOUSTICAL PANEL CEILING, EXPOSED GRID. (NON- RATED). SINGLE LAYER 5/8" GWB APPLIED TO 6" 20 GAUGE METAL FRAMING (NON- RATED). SCALE: 1/4" =1' -0' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 7 2012 City of Tukwila BUILDING DIVISION LIGHTING SCHEDULE SYMBOL /TYPE DESCRIPTION SPECIFIED PRODUCT MFR'S IDENTIFICATION QTY I,AMP INPUT WATTS VOLTS REMARKS wi LARGE PENDANT FORECAST 'FISHER ISLAND PENDANT' F1852 -68 1 (3) 13W CFL 39W 120 PROVIDE DIMMABLE BULBS ®2 5" RECESSED CAN LIGHT CONTRAST HOUSING W/ ADJ SOCKET' CA2575 18 20W CFL 20W 120 PROVIDE DIMMABLE BULBS 03 4" LOW VOLTAGE LIGHTING CONTRAST 'SQUARE FACE ELBOW' T7024 7 MR16 50W 120 WITH IT700M TRIM / COLOR 01 - WHITE 4 SCONCE ILLUMINATING EXPERIENCES 'ELF BATH' ELF1I 3 ,2) 20W CFL 40W 120 FINISH WITH SATIN NICKEL VERIFY FINISH W/ MUCHO BURRITO PRIOR TO ORDERING PROVIDE DIMMABLE BULBS FLUSH MOUNT FLOURESCENT VISONEERING 'EIGHT RECESSED T -BAR' ERCTB- 2X43LT528 R120 5 (3) 4' -0" T5 84W 120 5 \ 6 SMALL PENDANT 13 (1) 20W CFL 20W 120 PROVIDE DIMMABLE BULBS EXTERIOR PENDANT 4 (1) 20W CFL 20W 120 8 EXTERIOR SCONCE 3 (1) 20W CFL 20W 120 PROVIDE DIMMABLE BULBS EXIT SIGNAGE EMERGILITE , PRESTIGE X40 X40 1 1.4W EMERGENCY LIGHTING EMERGILITE 'RS- SERIES' RSM18 2 1 Ug.ht Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360- 825 -7100 f: 360 -825 -4512 www. LightArchitectureandDesign.com 10104 JAMES R. MILL STATE OF WASHINGTON CLIENT: (41ftc110 L frushrnexican9rill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET REVISION 2 SUBMITTAL DATE: 7/13/2012 DRAWING SCALE: NOTE: DRAWING MAY BE REDUCED 0 1' 2' 4' DRAWING MAY BE REDUCED 8' KEYPLAN: REFLECTED CEILING PLAN RECtiVtL) CITY OF TI IKWILA JUL 1 ' 2012 PERMIT CENTER A8.0 ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED. PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT UGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 WALL THICKNESS, SEE FLOOR PLAN /T\ NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION STUD, FASTEN TO TRACK W/ (1) #8 SCREW EACH SIDE TYP SILL TRACK, MIN FLANGE WIDTH OF11 /4" FASTEN SILL TRACK W/ 0.145 MIN DIA POWDER ACTUATED FASTENERS AT 16" OC MAX, EMBED FASTENER INTO CONC 1 1/2" MIN WALL DETAIL WALL BASE SCALE: 6" = 1' -0" OPTIONAL - L2X2 54 MIL 1 /2" LESS THAN STUD WIDTH FASTEN TO HEADER AND STUD WITH (4) #8 SCREWS NOTE: WALL. FINISH NOT SHOWN FOR CLARITY CUT FLANGE AND BEND TRACK BACK 2" MIN, FASTEN TO JAMB W/ (4) #8 SCREWS MIN NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION WALL DETAIL TYP HEADER /JAMB CONNECTION SILL HT FF SCALE: 6" = 1' -0" CASING BEAD FASTEN WALL STUD TO TRACK W/ (1) #8 SCREW EA SIDE WALL THICKNESS, SEE FLOOR PLAN WALL DETAIL TYP SILL 5 SCALE: 6" = 1' -0" EXISTING WALL EXISTING STRUCTURE FASTEN TRACK TO STRUCTURE ABOVE ACOUSTICAL CEILING TILE & T -BAR CEILING, SEE CEILING PLAN STUDS @ 16" OC DIAGONAL BRACING WHERE REQUIRED 5/8" GWB CASING BEAD, TYP CEILING DETAIL FASTEN TOP TRACK TO EXISTING STRUCTURE FULL HEIGHT WALL TO BOT OF STRUCT NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION SCALE : 1" = 1' -0" EXISTING STRUCTURE 4" MIN — MINAL WIDTH "KICKER" BRACE, FASTEN AT 8' -0" OC AND AT EVERY CORNER AT WALL #8 FASTENERS MAXIMUM ANGLE OF BRACING 0 PARTIAL HEIGHT WALL #8 FASTENERS WALL DETAIL TOP CONNECTION OPENING HT @ FF SCALE: 6" = 1'-0" FASTEN WALL STUD TO TRACK W/ (1) #8 SCREW EA SIDE STUD NESTED INSIDE METAL TRACK, OVERLAP TRACK BEYOND STUD 1" MIN, FASTEN W/ #8 SCREWS @ 8" OC MIN WALL THICKNESS, SEE FLOOR PLAN NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION WALL DETAIL TYP HEADER SCALE: 6" = 1' -0" 4 A9.1 METAL STUD WALL FRAMING NOTES COLD - FORMED STEEL STUDS AT 16" OC PACING UNO. STUDS TO BE FROM APPROVED MANUFACTURER AND BE IN ACCORDANCE WITH SSMA ICC ER -4943P ALL WALLS RUNS SHALL BE ANCHORED TO EXISTING WALLS WHERE AVALIBLE PROVIDE 16GA GALVANIZIED SHEET METAL BACKING AT WALL MOUNTED EQUIPMENT SEE INTERIOR ELEVATIONS FOR EQUIPMENT HEIGHTS AND LOCATIONS FIN FLOOR TYP FRAMING ELEVATION SCALE: NTS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 272012 City of Tukwila BUILDING DIVISION. ALIGN WALL HEIGHT WIT WOOD SPACING STAINED WOOD ACCENT WALL 6" WIDE NOMINAL WOOD SPACED AT 5/8" CLEAR APART, RETURN WOOD AT END OF WALL fc,)11; (3) FINS STAINLESS STEEL COUNTERTOP COVERING, FULL LENGTH TO FLOOR FINS TO BE FLUSH WITH FINISH FACE OF WOOD WALL — (4) FINS FINISH NOTE: FILL ALL HOLES PRIOR TO STAINING, STAIN ALL ENDGRAINS RECESS FROM FACE OF COUNTER 4" SO WOOD FLOOR TRIM IS FLUSH WITH STAINLESS PARTIAL HEIGHT WALL DETAIL SCALE: NTS NOTE: WALL FINISH NOT SHOWN FOR CLARITY NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION WALL DETAIL TYP JAMB SCALE: 6" = 1' -0" RECESS FRONT BASE OF PARTIAL HEIGHT WALL 4" TO BE FLUSH W/ STAINLESS STEEL RECEIVED CITY OF TUKWILA JUL 13 2012 PERMIT CENTER Light Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360- 825 -7100 f: 360 - 825 -4512 www. LightArch itectureand Design .com 10104 MES R. MILL TATE OF WASHINGTON CLIENT: ,N,„ 141ftc110 L'ftt4rto freshmexicanDrill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET REVISION 2 SUBMITTAL DATE: 7/13/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: DETAILS A9.0 ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBIJSHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 EA ■ /REV\ 2. E A9.1 ■ 5 A9.1 O,i N • - 6 A9.1 3 A9.1 1 1 COLD - FORMED STEEL STUDS AT 16" OC PACING UNO. STUDS TO BE FROM APPROVED MANUFACTURER AND BE IN ACCORDANCE WITH SSMA ICC ER -4943P ALL WALLS RUNS SHALL BE ANCHORED TO EXISTING WALLS WHERE AVALIBLE PROVIDE 16GA GALVANIZIED SHEET METAL BACKING AT WALL MOUNTED EQUIPMENT SEE INTERIOR ELEVATIONS FOR EQUIPMENT HEIGHTS AND LOCATIONS FIN FLOOR TYP FRAMING ELEVATION SCALE: NTS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 272012 City of Tukwila BUILDING DIVISION. ALIGN WALL HEIGHT WIT WOOD SPACING STAINED WOOD ACCENT WALL 6" WIDE NOMINAL WOOD SPACED AT 5/8" CLEAR APART, RETURN WOOD AT END OF WALL fc,)11; (3) FINS STAINLESS STEEL COUNTERTOP COVERING, FULL LENGTH TO FLOOR FINS TO BE FLUSH WITH FINISH FACE OF WOOD WALL — (4) FINS FINISH NOTE: FILL ALL HOLES PRIOR TO STAINING, STAIN ALL ENDGRAINS RECESS FROM FACE OF COUNTER 4" SO WOOD FLOOR TRIM IS FLUSH WITH STAINLESS PARTIAL HEIGHT WALL DETAIL SCALE: NTS NOTE: WALL FINISH NOT SHOWN FOR CLARITY NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION WALL DETAIL TYP JAMB SCALE: 6" = 1' -0" RECESS FRONT BASE OF PARTIAL HEIGHT WALL 4" TO BE FLUSH W/ STAINLESS STEEL RECEIVED CITY OF TUKWILA JUL 13 2012 PERMIT CENTER Light Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360- 825 -7100 f: 360 - 825 -4512 www. LightArch itectureand Design .com 10104 MES R. MILL TATE OF WASHINGTON CLIENT: ,N,„ 141ftc110 L'ftt4rto freshmexicanDrill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: CONSTRUCTION SET REVISION 2 SUBMITTAL DATE: 7/13/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: DETAILS A9.0 ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBIJSHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 MU H BURRIT TENNANT IMPROVEMENT TENNANT SPACE 256 WESTFIELD MALL AT SOUTH CENTER 971 SOUTHCENTER TUKWILLA, WA 98188 PROJECT CONTACTS UTH ENTER ARCHITECT LIGHT ARCHITECTURE JAMES R. MILL ARCHITECT 27202 SE 432ND ST ENUMCLAW, WA 98022 P: 360 -825 -7100 F: 360 -825 -4512 EMAIL: JAMES @LIGHTARCHITECTUREANDDESIGN.COM WESTFIELD AT SOUTHCENTER TENANT COORDINATOR SCOTT PRIESTER 2800 SOUTHCENTER SEATTLE, WA 98188 P: 206 - 802 -6070 F: 310 -689 -5702 EMAIL: SPRIESTER @US.WESTFIELD.COM STRUCTURAL ENGINEER MIKE VISSER PE, SE 32129 WEYERHAUSER WAY SUITE 103 FEDERAL WAY, WA 98001 P: 253- 835 -0810 F: 253- 835 -0813 EMAIL: MIKEV @VISSERENGINEERING.COM SEPARATE PERMIT REQUIRED FOR: trillebhanicsd lect 01931umbing rites Piping City of Tukwila BU;LDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 'Fat m�y`rr V Ne e8 `can be made. to these plane out approval from the Planning Division of DCD Approved By:, D t e: (9` (.�i- P--- GENERAL CONTRACTOR MODCO DESIGN JAKE MOROSHAN P: 714- 697 -4354 EMAIL: INFO @MODCODESIGN.COM MUCHO BURRITO OWNER JIMMIE BEEM 114AVEC SNOHOMISH, WA P: 206 - 274 -9946 F: 206 - 219 -7123 EMAIL: JBEEM @FREEDOMSYSTEMINC.COM PERMIT SUBMITTAL PACKAGE ARCHITECTURAL DRAWINGS STRUCTURAL ENGINEERING BINDER DRAWINGS CALCULATIONS KING COUNTY DEPARTMENT OF HEALTH APPROVED DRAWINGS DEFERED SUBMITTALS MECHANICAL MECHANICAL SYSTEM DESIGN ENERGY CALCULATIONS MECHANICAL DRAWINGS FIRE SUPRESSION /ALARM SYSTEM ELECTRICAL ELECTRICAL SYSTEM DESIGN ELECTRICAL LIGHTING SUMMARY NOTE TO BUILDING DEPARTMENT: TENNANT SPACE HAS BEEN DEMOED UNDER A PREVIOUS PERMIT AND DEMO WORK IS NOT INCLUDED IN THIS WORK. FILE COPY Permit No., 9 )1- 1-7q PIRri review approval is i . h to errors and ttr ; T ,vat of construction documents does not authorize tII v:olation of any a code or ordinance. Receipt of improved Fie f- ;k '� � � •r .: IS Wedged: Dater , e4./ 3/ 7-62/r)_ aty Ofl,kwIte BUILDING DMSION By PROJECT INFORMATION NAME OF PROJECT: TYPE OF PROJECT: PROJECT ADDRESS: PROJECT JURISDICTION: PARCEL #(S): LEGAL DISC: ZONING: SITE AREA: BUILDING AREA: PROPOSED AREA OF CONSTRUCTION: OCCUPANCY: OCCUPANCY LOAD: CONSTRUCTION TYPE: FIRE PROTECTION: PROJECT VALUE: MUCHO BURRITO - SOUTHCENTER SOUTH CENTER VICINITY MAP NO„os�u TENNANT IMPROVEMENT, FOOD SERVICE W/ ON -SITE DINING SPACE 256 WESTFIELD MALL AT SOUTHCENTER 971 SOUTHCENTER WAY TUKWILLA, WA 98188 CITY OF TUKWILLA, KING COUNTY DEPARTMENT OF HEALTH NOTE: MANY PARCEL NUMBERS ASSOCIATED WITH SITE, LARGEST AND MOST APPLICABLE IS 9202470010 WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1 -9 WHICH REPLACES BSIP REC VOL 249 PGS 77 -84 (AKA PARCEL A TUKWILA BSIP #L10 -032 REC #20101021000765) TUC - TUKWILLA URBAN CENTER 1,355,919 SF 553,580 SF 1018 SF GROUP ASSEMBLY W/ UNCONCENTRATED SEATING 33 - OCCUPANTS TYPE IIB = EXISTING BUILDING EXISTING BUILDING AND SPACE IS FULLY SPRINKLERED AND HAS AN OPERATING AUTOMATIC FLAME AND SMOKE DETECTION ALARM SYSTEM NOTE: DESIGN PROPOSES RELOCATING EXISTING FIRE PROTECTION EQUIPMENT $120,000 DRAWING INDEX Gl.0 G2.0 A1.0 A3.0 A3.1 A3.2 E /P3.0 A5.0 A7.0 A8.0 A9.0 TITLE SHEET GENERAL NOTES SITE & AREA PLAN FLOOR PLAN FLOOR PLAN - KITCHEN LAYOUTS FLOOR PLAN - PLUMBING & ELECTRICAL LAYOUTS EXTERIOR ELEVATION INTERIOR ELEVATIONS REFLECTED CEILING PLAN DETAILS REV r. EVISION 1 - 6/12/2012 DESCRPTION OF REVISED WORK: • REVISED FLOOR PLAN LAYOUT OF GRILL /POS AREA • REVISED CEILING PLAN • REVISED LIGHTING LAYOUT • ADDITIONAL ELECTRICAL /PLUMBING SHEET CHANGES REQUESTED BY CITY AGENCY ON 6 -11 -2012 R CITY JUN 14 2012 PERMIT CE CORRECTION LTR# Li ht gArchitecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 -825 -7100 f: 360 - 825 -4512 www.LightArchitectureandDesign.com 10104 REGISTERED ARCHITECT MES R. MILL STATE `OF WASHINGTON CLIENT: who 6 fresh mexicangrill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL REVISION 1 SUBMITTAL DATE: 6/14/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: REVIEWED FOR taE COMPLIANCE • APPROVED JUN 2 8 2012 N�-- tip'` City of Tukwila BUILDING DIVISION NOTES: IA REVISION 1 - 6 -14 -2012 COVER SHEET INDEX G1.O ALL MATERIAL HEREIN CONSTfTUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED. DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 SYMBOLS DRAWING TITLE DRAWING NUMBER /LETTER 7- DRAWING TITLE NORTH LOOR PLAN SCALE: 1I8' =1'-a' NORTH ARROW (PLAN ONLY} DRAWING SCALE DRAWING REFERENCE SYMBOL INTERIOR ELEVATION SYMBOL DRAWING NUMBER /LETTER SHEET NUMBER GENERAL NOTES DETAIL REFERENCE SYMBOL KEYNOTE GRIDLINE DRAWING NUMBER /LETTER SHEET NUMBER DRAWING NUMBER /LETTER SHEET NUMBER KEYNOTE NUMBER GRID NUMBER /LETTER (WHEN APPLICABLE, CONTRACTOR IS ALSO OWNER, NOTES APPLY TO SUBCONTRACTORS.) 1. THIS SET OF DRAWINGS SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN CONSENT FROM "ARCHITECT'. 2. THIS SET OF DOCUMENTS ARE CONSIDERED AS ONE UNIT AND SHALL NOT BE CONSIDERED COMPLETE OR WHOLE IF DOCUMENTS ARE SEPARATED IN ANY MANNER. DOCUMENTS SHALL NOT BE SEPARATED FOR THE PURPOSE OF SUBMITTING A BID PROPOSAL OR FOR THE SEPARATE PHASE OF ANY CONSTRUCTION. 3. THESE DOCUMENTS ARE PREPARED FOR THE USE OF THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS AND IN NO WAY, EITHER IN WHOLE OR IN PART, CONSITITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD TO CONSTRUCTION MEANS, METHOD OR TECHINIQUES. ARCHITECT DOES NOT INTEND TO EXPRESS ANY OPINION, DIRECTION OR INSTRUCTION OF ANY KIND WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE ACCOMPLISHED. 4. UNLESS OTHERWISE NOTED, ALL WORK SHOWN IS TO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE THE CLIENT WITH HIGH QUA -LIB' WORKMANSHIP AND COMPLETE TROUBLE FREE OPERATION SYSTEMS. 5. NOTICE OF DUTY OF COOPERATION; ACCEPTANCE OF THESE DRAWINGS AND SPECIFICATIONS CONSTITUTES AN AGREEMENT FOR FUTURE COOPERAr`N BETWEEN THE GENERAL CONTRACTOR AND ARCHITECT. CHANGES MADE FROM THE DRAWINGS AND OR SPECIFICATIONS WITHOUT THE CONSENT OF ARCHITECT, ARE UNAUTHORIZED AND SHALL RELIEVE ARCHITECT OF ANY RESPONSIBILITY FOR ALL CONSEQUENCES ARISING OUT OF SUCH CHANGE(S). 6. EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN THE CONSTRUCTION OF THIS PROJECT SHALL BE DULY LICENSED AND EACH CONTRACT AND SUBCONTRACTOR SHALL CONTAIN THE GUARANTEE OF THE CONTRACTOR AND THE SUBCONTRACTOR THAT THE PORTION OF TENANTS WORK COVERED THEREBY WILL BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR THE PERIOD OF TIME WHICH CUSTOMARILY APPLIES IN GOOD CONTRACTING PRACTICES, BUT IN NO EVENT LESS THAN ONE (1) YEAR AFTER THE COMPLETION OF WORK. 7. THESE DOCUMENTS ARE THE PROPERTY OF ARCHITECT. NO PART OF THESE DOCUMENTS (DRAWINGS AND SPECIFICATIONS) SHALL BE USED FOR ANY OTHER PROJECT EXCEPT THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF 'THE ARCHITECT'. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL LAWS, CODES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. IN THE CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. 9. CONTRACTORS SHALL VISIT THE JOBSITE AND VERIFY ALL FIELD CONDITIONS AS NECESSARY TO COMPLETE THE WORK AND COMPARE TO APPLICABLE CONSTRUCTION DOCUMENTS. REPORT DISCREPANCIES BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS TO ARCHITECT PRIOR TO SUBMITTING BID /PROPOSALS. FAILURE TO REPORT DISCREPANCIES DOES NOT RELIEVE CONTRACTOR OF THE RESPONSIBILITY TO PROVIDE FINISHED PRODUCT TO THE INTENT OF THE CONSTRUCTION DOCUMENTS AND SHALL NOT RESULT IN ADDITIONAL TIME OR COMPENSATION OVER AND ABOVE THE ESTABLISHED CONTRACT AMOUNTS. 10. CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION DOCUMENTS. SHOULD ANY ERROR OR INCONSISTENCY APPEAR REGARDING THE MEANING OR INTENT OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL IMMEDIATELY REPORT SAME TO THE ARCHITECT WHO WILL MAKE ANY NECESSARY CLARIFICATION, OR REVISIONS AS REQUIRED. 12. IF THERE ARE ANY TRENCHES OR EXCAVATIONS FIVE FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, THE CONTRACTOR SHALL OBTAIN THE NECESSARY. PERMIT(S). THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT ADJACENT STRUCTURES, PROPERTIES, OR PUBLIC WAYS. MAINTAIN A MINIMUM V' CLEARANCE BETWEEN PROPERTY LINES AND ANY NEW CONSTRUCTION SUCH AS WALLS, FOOTINGS ETC. 13. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONSTRUCTION AND DEVELOPMENT RELATED FEES, INCLUDING, BUT NOT LIMITED TO: CONSTRUCTION PERMIT FEES, HEALTH DEPARTMENT FEES, SEWER AND WATER TAP FEES, ETC. THE SELECTED QUALIFIED BhD[SE` WILL BE REQUIRED TO PROVIDE A COMPLETE LINE -ITEM LIST OF ALL FEES INCLUDED IN BID BASED ON APPROPRIATE SCHEDULES. GENERAL NOTES (CONT'D) 14. CONTRACTOR AND HIS SUBCONTRACTORS AND AGENTS SHALL HOLD ALL APPLICABLE AND REQUIRED LICENSES FOR THE JURISDICTION WHERE THE WORK WILL BE PERFORMED. 15. TO ENSURE COORDINATION BETWEEN DISCIPLINES, CONTRACTOR SHALL SUPPLY EACH SUBCONTRACTOR OR AGENT WITH A FULL SET OF CONSTRUCTION DOCUMENTS FOR THEIR USE. 16. MAINTAIN SAFE EXITING AND APPROPRIATE FIRE PREVENTION PROCEDURES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 17. ALL WORK LISTED, SHOWN OR IMPLIED IN THE CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR EXCEPT WHERE OTHERWISE NOTED. THE CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS AND VENDORS TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS. 18. UNLESS NOTED OTHERWISE ALL MATERIALS REQUIRED TO CARRY OUT THE WORK SHALL BE NEW AND OF GOOD QUALITY. 19. (IF APPLICABLE) CONTRACTOR SHALL PROTECT THE EXISTING CONSTRUCTION AND REPAIR ANY DAMAGE OCCURRING AS A RESULT OF THEIR OPERATIONS AT NO COST TO THE TENANT OR LANDLORD. CONTRACTOR SHALL ALSO ENSURE THAT THEIR OPERATIONS DO NOT INTERFERE WITH THE OPERATION OF THE REMAINDER OF THE DEVELOPMENT. * CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS, FIXTURES, ETC. FROM LOSS, DAMAGE, FIRE, THEFT, ETC. 20. (IF APPLICABLE) ALL AREAS OF EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION. 21. CONTRACTOR SHALL VERIFY AND PROVIDE ALL UTILITY CONNECTIONS (PLUMBING, ELECTRICAL, GAS, ETC. IN THE FORM OF SUPPLY AND DRAIN PIPES, CONDUIT AND PULLING WIRES, ETC.) RELATED TO EQUIPMENT AND APPLIANCES. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND FITTING NECESSARY TO ACHIEVE THE INTENT OF THE CONSTRUCTION DOCUMENTS. 24. CONTRACTOR SHALL NEVER SCALE DRAWINGS. LOCATIONS FOR ALL PARTITIONS, WALLS, CEILINGS, ETC. WILL BE DETERMINED BY DIMENSIONS ON THE DRAWINGS. ANY AREA OF THE PLANS MISSING REQUIRED DIMENSIONS MUST BE REPORTED TO THE ARCHITECT IMMEDIATELY. 25. DIMENSIONS ARE TO FACE OF FINISHED MATERIAL UNLESS NOTED OTHERWISE. 26. CONTRACTOR SHALL COORDINATE THE DELIVERY AND STORAGE OF EQUIPMENT WITH EQUIPMENT SUPPLIER AND TAKE MEASURES TO ENSURE THE PROTECTION OF EQUIPMENT FROM DAMAGE DURING THE CONSTRUCTION PHASE PRIOR TO AND AFTER EQUIPMENT INSTALLATION. . 27. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD AND PROVIDE ADDITIONAL UTILITY SERVICE AS REQUIRED TO MEET THE SCOPE AND INTENT OF THE WORK. 28. CONTRACTOR SHALL PROVIDE DRAFT /FIRE STOPS, AS REQUIRED BY GOVERNING CODES AND JURISDICTIONS. NEW AND EXISTING PENETRATIONS IN FIRE -RATED PARTITIONS OR DRAFT STOPS SHALL BE Pk`TECTED BY A SYSTEM LISTED BY A RECOGNIZED TESTING AGENT. 29. PROVIDE FIRE EXTINGUISHERS PER APPLICABLE CODES. VERIFY FINAL LOCATION WITH BUILDING OFFICIAL AND ARCHITECT. 30. VERIFY LOCATION OF ALL EXISING UTILITIES PRIOR TO CONSTRUCTION START. ANY AND ALL LOSSES OF BUSINESS TO THE LANDLORD, DEVELOPER OR OTHER PARTY RESULTING FROM DAMAGE CAUSED BY CONTRACTOR OPERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED /REPLACED IMMEDIATELY AT THE SOLE EXPENSE OF THE CONTRACTOR. 31. CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT REGARDLESS OF THE SOURCE AND COORDINATE ACCESS TO THE SPACE AND VERIFY CLEAR FLOOR SPACE IS PROVIDED AS REQUIRED TO ENSURE EAST OF INSTALLATION. 32. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS AND VENDORS FURNISHING LABOR, MATERIALS, ETC. ON THE PROJECT TO ENSURE THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. 33. CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS INCLUDING ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CASEWORK (CABINET) SKETCHES /DETAILS. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO EXECUTION OF WORK. 34. CONTRACTOR TO VERIFY THAT EQUIPMENT HAS APPROPRIATE CLEARANCES DURING INSTALLATION INCLUDING MAINTENANCE CLEARANCES, VERIFY THOSE WHICH INVOLVE CONFLICTING UTILITIES. 35. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL COUNTERTOPS, EQUIPMENT, BOOTHS, WALLS, ETC. 36. ALL JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE WITH THE BUILDING CODE AND ENERGY CODE. 37. ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE PRESSURE TREATED, MOISTURE RESISTANT WOOD. 38. HAZARDOUS MATERIALS: 1. ALL MATERIALS USED DURING CONSRTUCTION MUST BE CERTIFIED "ASBESTOS. FREE" - NO EXCEPTIONS 2. NO MATERIALS MAY BE USED CONTAINING PCB OR OTHER HAZARDOUS MATERIALS. NO EXCEPTIONS 3. NO PRODUCT' CONTAINING LEAD MAY BE USED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER AND THE ARCHITECT. 39. ALL SURFACES WHICH ARE INDICATED TO BE FINISHED OR PAINTED SHALL BE PREPARED, SANDED, TREATED, AND PRIMED IN STRICT ACCORDANCE WITH COMMERCIAL QUALITY STANDARDS, AND IN STRICT ACCORDANCE WITH FINISH MATERIAL MANUFACTURER'S INSTRUCTIONS. 40. APPLICATION OF MATERIAL OR EQUIPMENT INSTALLED BY OTHERS CONSTITUTES ACCEPTANCE OF THAT WORK, AND ASSUMPTION OF THE RESPONSIBILITY FOR SATISFACTORY INSTALLATION AND PERFORMANCE. 41. NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE PLACED IN ANY OF THE LANDLORD'S TRASH RECEPTACLES OR COMPACTORS AT ANY TIME. THE CONTRACTOR SHALL ARRANGE FOR A TRASH DUMPSTER, SIZE AND LOCATIONS OF WHICH IS SUBJECT TO LANDLORD'S APPROVAL, FOR THE REMOVAL OF REFUSE. COORDINATE DUMPSTER PLACEMENT WITH LANDLORD /DEVELOPER. 42. EXISTING UTILITIES ARE SHOWN GENERICALLY AND HAVE NOT BEEN SPECIFICALLY VERIFIED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATED AND PRESERVE ANY AND ALL UTILITIES. 44. NO CLAIMS FOR ADDITIONAL COMPENSATION AND /OR TIME SHALL BE MADE OR CONSIDERED VALID UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL COMPENSATION AND/OR TIME IS APPROVED IN ADVANCE OR PROCEEDING. WITH THE WORK. 43. PROVIDE A LEVEL LANDING (DEFINED AS A 2% MAXIMUM SLOPE IN ANY DIRECTION) EXTENDING 5 FEET IN FRONT OF ALL DOORS. ALL WALKING SURFACE SHALL BE SLIP RESISTANT. 45. THE CONTRACTOR SHALL VERIFY` LOCATION AND SIZE OF ALL FLOOR, ROOF, AND WALL OPENINGS WITH ALL APPLICABLE DRAWINGS. THE CONTRACTOR SHALL VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL APPLICABLE DRAWINGS PRIOR TO POURING CONCRETE. 46. ALL EXTERIOR EXPOSED GALVANIZED METAL (TRIMS, RAILINGS, FRAMES, NUTS, BOLTS, FASTENERS, MOLDINGS, ETC., ) SHALL BE PAINTED UNLESS OTHERWISE NOTED. 47. PROVIDE ISOLATION OF ALL DISSIMILAR METALS (ALUMINUM, COPPER, STEEL, ETC.) FROM EACH OTHER. 48. PLUMBING, MECHANICAL, AND ELECTRICAL ARE TO BE BIDDER DESIGNED. SUBMIT DESIGN TO ARCHITECT FOR APPROVAL PRIOR TO THE PERMIT SUBMITTAL. 49. SEE THE ARCHITECTURAL DRAWINGS FOR NOTES NOT LISTED HERE SPECIFIC TO APPLICATION DRAWING SET G SERIES - COVERS GENERAL PROJECT INFORMATION, PROJECT GENERAL NOTES, SYMBOLS, MATERIALS LEGEND, AND TYPICAL MOUNTING HIEGHTS. A SERIES - ARCHITECTURAL DRAWINGS Al .X SITE PLANS, AREA PLANS, ENLARGED SITE PLANS, AND SITE PLAN GENERA';. NOTES A2.X NOT USED A3.X FLOOR PLANS, REFERENCE FLOOR PLANS, DIMENSION PLANS, FLOOR PLAN GENERAL NOTES. ALSO INCLUDES INTERIOR ELEVATION, SIGNAGE, & OPENING CALL -OUTS A4.X NOT USED A5.X NOT USED A6.X NOT USED A7.X INTERIOR ELEVATIONS A8.X REFLECTED CEILING PLAN A9.X ALL SCHEDULES, DETAILS, AND SPECIFICATIONS \E REVIEWED FOR ODE COMPLIANCE APPROVED 1 JUN 2 8 2012 City of Tukwila BUILDING DIVISION CITY OFLA JUN 14 2012 PERMIT CENTER Ugtecture 27202 432nd St SE Enumclaw, WA 98022 p: 360-825-7100 f: 360-825-4512 www .LightArchitectureandDesign.com CLIENT: \lie 141 Cie PO Pr! tO freshmexlcaner111 WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL REVISION 1 SUBMITTAL DATE: 6/14/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: NO S: R\ REVISION 1 - 6 -14 -2012 COVER SHEET GENERAL NOTES G2.0 ALL MATERIAL HEREIN CONSTRUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 PROPOSED LOCATION MUCHO d'BURRITO SOUTH CENTER VICINITY MAP SCALE: NOT TO SCALE SITE / BUILDING INFORMATION NAME OF ESTABLISHMENT: MUCHO BURRITO PROJECT ADDRESS: PROJECT AREA: WESTFIELD MALL AT SOUTH CENTER SPACE 256 971 SOUTH CENTER TUKWILLA, WA 98188 INTERIOR AREA: 1017 SF EXTERIOR AREA: 276 SF NUMBER OF EXISTING RESTROOMS WITHIN 200'" (?'` : 4 TOTAL RESTROOMS 2 MENS 2 WOMENS 3 A1.0 PROPOSED LOCATION MUCHO BURRITO EXISTING MENS BATHROOM EXISTING WOMENS BATHROOM IoTWG OMEN EXISTING MENS BA HRO OD DOD ❑ ,� . . • • :' r-1 n EXISTI • BATH 'EXISTING • BAT'HRC3 320' DIS M NS 0 ANNE EXISTING MENS BATH ROOM XISTING WOMENS BATHROOM • 4 • l.e.I...i. 9_ g. __ tl' EXISTING MENS BATHROOM NOTE: NO WORK IS TO TAKE PLACE OUTSIDE OF THE LEASABLE SPACE SOU H CENTER AREA PLAN 0 0 0 a 0 ROPOSED OUTDOOR DININ AREA 276 SF PROPOSED MUCH • B LOCATION 1017 SF RRFT EXIST CORRIDOR (NO WORK) SCALE: 1" = 100'-0" a 0 0 EXISTING MENS FSTROOM (NO WORK) 172-9" DISTANCE FROM EXTERIOR DOORWAY • • • • • • • • 0 0 0 0 0 EXISTING WOMENS RESTROOM (NO WORK) 174' -1" DISTANCE FROM EXTERIOR DOORWAY 0 0 EXISTING WOMEN RESTROOM (NO WORK) 75' -7" DISTANCE °FROM EXTERIOR DOORWAY EXISTING MENS RESTROOM (NO WORK) 72' -4" DISTANCE FROM EXTERIOR DOORWAY a a a r 0 RECEIVEDD. CITY OF TUKWILA MAY 2 5 2012 PERMIT CENTER SOUTH CENTER ENLARGED AREA PLAN SCALE: 1" =20'-0" li Arc itecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 - 825 -7100 f: 360- 825 -4512 www. L.ightArchitectureandDesign.com s R. MILL I OF WASHINGTON' CLIENT: WtftcJlo bur freoshmexiaanorill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL SUBMITTAL DATE: 5/22/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: NOTES: SITE & AREA PLANS ZVIEWED FOR I COMPLIANCE APPROVED IJUN 2 8 2012 City ®& Tukwila gUILDING DIVISION A1.O ALL MATERIAL HEREIN CONSTRUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 FLOOR PLAN LEGEND WALL TYPE BUG WALLTYPE NOMINAL WALL THICKNESS swags' LEASE LINE FEB 0 NEW WALL TO BE CONSTRUCTED, WALL TO BE +1a-01N HT UNO FIRE EXTINGUISHER & BRACKET OCCUPANCY LOAD OF ROOM OCCUPIABLE SQUARE FOOTAGE OF ROOM TOTAL # OF OCC IN ROOM OCCUPANCY LOAD FACTOR FROM 2009 IBC (OCC / SF) EXISTING FIRE-RATED WALL, FULL HEIGHT TO BOT OF STRUCTURE KEYNOTES C) INSTALL 'SMART-WALL G3' SHELVING TRACK AT THIS WALL, SEE INTERIOR ELEVATIONS, FASTEN AT STUD EVERY 16" OC PER MFR RECOMENDATIONS FLOOR PLAN GENERAL NOTES 1. SEE SHEET A3.0K FOR EQUIPMENT SCHEDULE 2. SEE FINISH SCHEDULE FOR CEILING, FLOOR AND WALL FINISH 3. SEE SHEET G1.0 FOR ABBREVIATIONS 4. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED ITEMS 5. COORDINATE SIGNAGE LOCATION WITH INTERIOR ELEVATIONS AND TYPICAL MOUNTING HEIGHTS, NOTIFY ARCHITECT IF INFORMATION IS IN CONFLICT, FAILURE TO DO SO WILL BE AT THE RISK OF THE CONTRACTOR 6. COORDINATE WALL OPENING REQUIREMENTS WITH ARCHITECT AND TRADES AND PROVIDE AS NEEDED, OPENINGS SHALL ONLY BE SIZED AS NESSICARY AND SHALL BE SEALED AT PERIMETER FOR SOUND CONTROL 7. ALL DECORATIVE FINISHES, WALL COVERINGS, & TEXTILES SHALL MEET NFPA 701 GUIDLINES, OR BE NON-COMBUSTIBLE 8. WALL-TYPES ARE TYPICAL OF THE FULL HIEGHT OF THE WALL WALL TYPES 55-5" NOTE: MALL PLANS FOR FUTURE CURB EXPANSION / 24'-9" 30'-8" / 21'-9" 3' 26'-4 1/8" 4'-3 7/8" EXISTING CURB 11 0 NOTE: PROPOSED FENCING HAS BEEN • REMOVED 416,4, ArAr An/ ArAIWAI ArAIMAP.21•41.21:0111 4IP% AMP' ArArAr AMAIWAVAIMAI ArAlv Ar ArAlr EXISTING ALUM STOREFRONT FOS DINING ALK IN OOLER ° KITCHEN A7.0 - EXISTING 3'-0" CLEAR WIDTH DOOR EXIST SERVICE CORR NO WORK WALK IN FREEZER 5'-0" CLEAR • • • • • M. • • I.M• 1•11•1•111,111• MEM•MME \FD/ ILL TOTAL OCCUPANCY EXITING THROUGH DOORWAY = 33 OCCUPANTS • .1 ••• ••• MI • IVOR MN IN • • MIN •I• 111.11111111111• IN • MN • MI ME • INIOM EXISTING OPENING TO BE INFILLED, PATCH AND REPAIR OPENING CONSISTANT WITH THE REQUIREMENTS OF MAINTAINING A 1 HOUR FIRE RESISTANCE THIS LL EXISTING r ALUM STOREFRONT NO WORK THIS AREA DI teo 0 LL 6'-6 1/2" ,(7-4 VT/ 20'-0 1/4" FOS ,uuI•uIUIIIuU•UulI \ BOUNDARY OF 4'-6" /21-5 3/8"#. TENNANT SPACE, NO WORK BEYOND • 4'-8 3/4". 23'-8 5/8" 6'-11 3/8" DOOR & FRAME SCHEDULE DOOR NUMBER _ _ms WALL TYPE DOOR WIDTH DOOR HEIGHT CONSTRUCTION 0 COLD FORM 20Ga METAL STUDS AT 16" OC UNLESS NOTED OTHERWISE ; 0 5/8" GYPSUM WALL BOARD FRAME / TYPE FINISH HARDWARE REMARKS NOTES 3'-4" 7'-2" 1. PROVIDE 20 GA METAL BACKING AT ALL SHELVING AND CASEWORK MOUNTING LOCATIONS. 2. WALL THICKNESS AS INDICATED ON PLANS 3. NON-FIRE RATED ASSEMBLY 4. BRACE TOP OF WALL TO STRUCTURE ABOVE AT INTERVALS OF 12'-0" OC MIN AND AT EVERY CORNER 5. SEE WALL FRAMING DETAILS ON SHEET A9.0 7-0" HM WD / ST _FR WALL TYPE (EXISTING DEMISING WALL) GBL ( 400A ) CONSTRUCTION 0 EXISTING WALL CONSTRCTUCTION TO REMAIN ACT/GB FF/L 12'-6" UNO 200 DINING C / ST WD / ST NOTES 1. EXISTING DEMISING WALL BETWEEN TENNANT SPACES IS A ONE-HOUR FIRE RATED ASSEMBLY FROM THE FLOOR SLAB TO THE BOTTOM OF THE ROOF DECK 2. ALL EQUIPMENT, JUNCTION BOXES, SWITCH BOXES, ECT, MUST COMPLY WITH ANY ONE OF THE FOLLOWING TESTS, OR THE CONTRACTOR MUST SUBMIT DATA TO THE CITY OF TUKWILLA THAT EQUIPMENT OR ITS INSTALLATION DOES NOT COMPROMISE THE FIRE-RATING OF THE WALL ASSEMBLY A. ASTM E 119 B. UL 263 C. SECTION 703.3 OF THE IBC 3. IF NOT ALREADY EXISTING, THIS WALL SHALL BE LABELED K. A FIRE-RATED ASSEMBLY BY STENCILING OR SIGNAGE ABOVE THE ATTIC AREA IN A CLEARLY VISIBLE METHOD AT 30'-0" OC MIN 4. ALL JOINTS AND PATCHES IN THE WALL SHALL BE MADE BY USING AN APPROVED FIRE-RESISTANCE RATED PRODUCT THAT COMPLIES WITH ONE OF THE FOLLOWING APPROVE TESTING STANDARDS, AND SHALL NOT COMPROMISE THE FIRE RATING OF THE WALL ASSEMBLY A. ASTM E 166 B. UL 2079 5. SEE WALL FRAMING DETAILS ON SHEET A9.0 GBL D v m ACT/GB 55-5" NOTE: MALL PLANS FOR FUTURE CURB EXPANSION / 24'-9" 30'-8" / 21'-9" 3' 26'-4 1/8" 4'-3 7/8" EXISTING CURB 11 0 NOTE: PROPOSED FENCING HAS BEEN • REMOVED 416,4, ArAr An/ ArAIWAI ArAIMAP.21•41.21:0111 4IP% AMP' ArArAr AMAIWAVAIMAI ArAlv Ar ArAlr EXISTING ALUM STOREFRONT FOS DINING ALK IN OOLER ° KITCHEN A7.0 - EXISTING 3'-0" CLEAR WIDTH DOOR EXIST SERVICE CORR NO WORK WALK IN FREEZER 5'-0" CLEAR • • • • • M. • • I.M• 1•11•1•111,111• MEM•MME \FD/ ILL TOTAL OCCUPANCY EXITING THROUGH DOORWAY = 33 OCCUPANTS • .1 ••• ••• MI • IVOR MN IN • • MIN •I• 111.11111111111• IN • MN • MI ME • INIOM EXISTING OPENING TO BE INFILLED, PATCH AND REPAIR OPENING CONSISTANT WITH THE REQUIREMENTS OF MAINTAINING A 1 HOUR FIRE RESISTANCE THIS LL EXISTING r ALUM STOREFRONT NO WORK THIS AREA DI teo 0 LL 6'-6 1/2" ,(7-4 VT/ 20'-0 1/4" FOS ,uuI•uIUIIIuU•UulI \ BOUNDARY OF 4'-6" /21-5 3/8"#. TENNANT SPACE, NO WORK BEYOND • 4'-8 3/4". 23'-8 5/8" 6'-11 3/8" DOOR & FRAME SCHEDULE DOOR NUMBER OPENING WIDTH OPENING HEIGHT DOOR WIDTH DOOR HEIGHT FRAME TYPE DOOR FINISH MAT/ FRAME / TYPE FINISH HARDWARE REMARKS S 3'-4" 7'-2" 3'-o" 7-0" HM WD / ST HM / PT LATCHING HARDWARE, PROVIDE CLOSURE GBL ( 400A ) GBL ROOM FINISH SCHEDULE TOTAL OCCUPANT LOAD: 33 OCCUPANTS TOTAL AREA: 1018 SF /Rv 55-5" SPACE IS FIRE-SPRINKLERED FLOOR PLAN ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR MAT. / FIN. BASE MAT. FIN. WALLS CEILING REMARKS N E S W MAT'L FINISH HEIGHT 100 DINING C / ST WD / ST GBL GBL GBL GBL ACT/GB FF/L 12'-6" UNO 200 DINING C / ST WD / ST GBL GBL GBL GBL ACT/GB FF/L 12'-6" UNO 300 GRILL / POS • C / CS RB / FF FRP/SS MT/SS GBO GB 0 10'-0" UNO 400 KITCHEN C / CS RB / FF FRP FRP FRP FRP ACT FF 10,-On ALL ACT TO HAVE SCRUBABLE SURFACE IN KITCHEN AREA _ SCHEDULE LEGEND ACT CS FF FRP GB GBL GBO HM ACOUSTICAL CEILING 11LE CONCRETE CLEAR SEALER FACTORY FINISH FIBERGLASS REINFORCED PANEL L 0 PT RB ST GYPSUM BOARD SS GYPSUM BOARD, LATEX ENAMEL PAINT WD GYPSUM BOARD, OIL ENAMEL PAINT\ HOLLOW METAL LATEX ENAMEL PAINT OIL ENAMEL PAINT PAINT COVED RUBBER BASE COLORED STAIN STAINLESS STEEL WOOD SEE SHEET A3.1FOR EQUIPEMENT LAYOUT AND SCHEDULE SEE SHEET E/P3.0 ELECTRICAL & PLUMBING LAYOUTS SCALE: 1/4" .7. 1 '-0' REVIEWED FOR DE COMPLIANCE APPROVED 1JUN 2 8 2012 CIty f Tukwil o a BUILDING DIVISION R V cITkA JUN 142012 PERMIT CENTER Light Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360-825-7100 f: 360-825-4512 wvvw.LightArchitectureandDesign.com 10104 REGISTERED ARCHITECT CLIENT: k /1 !fit 1411 ACHO /15 t4 rill IV freshnnexicanerill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL REVISION 1 SUBMITTAL DATE: 6/14/2012 DRAWING SCALE: NOTE: DRAWING MAY BE REDUCED 0 1' 2' 4' 8' DRAWING MAY BE REDUCED KEYPLAN: NO S: /IN„ REVISION 1 - 6-14-2012 FL661RIT.X41;1 A3.0 ALL MATERIAL HEREIN coNsTrruEs THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 (NOTE: DRAWING MAY BE REDUCEDII EQUIPMENT SCHEDULE 1 DESCRIPTION MFR /SERIAL QTY DIM. AMPS VOLT. PLUG /, REMARKS 1 GREA'INTERC OR WATTS / WD-L 1 14" X 33" X 55" s 50 GALLON PER MINUTE CAPACITY 2 POINT OF SALE ILLPOS / ST -A10 1( +1) _ S ' - LIE 'TECHNIC POS / MUCHO B. - CONFIRM WITH OWNER QUANTITY 3 HEATED MURCHANDISER HATCO / GRHW -1SGD 1 23 1/2" X 23" X 16" 11.1 120 4 SMOOTH PANINI PRESS STAR / GR14B 1 33" X 19 5/8" X 24 5/8" 15 120 ALUMINUM GRID SURFACE 5 GROOVED PANINI PRESS STAR / CG14T 1 36" X 19 5/8" X 24 3/4" 15 120 5 -15P ALUMINUM GRILL SURFACE 6 SALAD TABLE - REFRIDGERATED CUSTOM 1 40 3/8" X 48 3/8" X 34" 9.5 120 HARDWIRED PROVIDE ELEC JUNCTION @ 24" AFF 7 STEAM TABLE - 4 WELLS CUSTOM 1 35" X 60" X 32" 19.25 208 HARDWIRED PROVIDE 1 1/2" DIA DRAIN LINE 8 TORTILLA SORTING RACK CUSTOM 1 12" X 16" X 18" - CUSTOM MADE SORTING RACK 9 REACH -IN REFRIGERATOR TRUE / T -12G 1 83 3/8" X 39 1/2 "X31 1/8" 9.8 115 5-15P 10 UNDER - COUNTER REFRIGERATOR TRUE / TUC -27 D2 1 36" X 27 5/8 "X31 1/8" 3.9 115 5 -15P 2- DRAWER MODEL - ADA COMPLIANT 11 WALK-IN COOLER NORLAKE / FAST -TRAK NAWA5ORLO- #BYH 1 115 HARDWIRED R -22 REFRIGERANT 12 WALK -IN FREEZER NORLAKE / FAST -TRAK LAWD75RL4- #BYH 1 208 HARDWIRED R-404A REFRIGERANT 13 NOT USED _ _ _ 14 WARMER - 3 DRAWER ALTO SHAAM / 500 -30N 2 26 1/8" X 16 1 IT X 30" 8.5 (HIGH SETTING) 125 5-15P 3- DRAWER MODEL 15 HALF -SIZE CONVECTION OVEN BLODGETT / CTB 1 27 208 / 1P HARDWIRED 3 PHASE CONNECTION IS OPTIONAL 16 RADIANT CHAR - BROILER STAR / 8124RCB 1 18" X 24" X 30 5/8" - - 3/4" NPT REGULATOR INCLUDED IN UNIT 80,000 BTU 17 HOT PLATE - 2 BURNER STAR / 802H 1 - - 3/4" NPT 60,000 BTU 18 DRAWERED REFRIGERATOR TRUE / TRCB -52 1 25 3/8" X 51 7/8" X 33 1/8" 8.1 115 5 -15P 19 RICE COOKER ZOJIRUSHI / NYC -36 2 13 1/2" X 17 3/8 "X 15 1/4" 11 120 5 -15P 20 FOOD PROCESSOR WARING / FP2200 1 26 1/2" X 10 1/2 "X 12" 5.6 120 5 -15P 21 EXHAUST HOOD CAPTIVE AIRE / ND -2 1 HARDWIRED CONTACT CITY OF TUKWILLA FOR EXHAUST REQUIREMENTS 22 DROP -IN HAND SINK TARRISON / D1 -14 1 1 5 "X 14" X 10" 5" X 14' X 10" _ _ _ _ _ _ - NO FIXTURE IS INCLUDED FIXTURE IS INCLUDED 23 WALL MOUNTED HAND SINK TARRISON / HSF -14 24 3- COMPARTMENT SINK & DRAIN BOARD TARRISON / PS3-18 1 36" X 60" X 24" - - - NO FIXTURE IS INCLUDED AT CONTRACTORS OPTION PROVIDE CUSTOM UNIT WITH SIMILAR SIZE AND 18" X 18" BOWL SIZE 25 SINGLE COMPARTMENT SINK / CENTER DRAIN TARRISON PS1 -24 1 47" X 27" X 271 /2" _ _ NO FIXTURE IS INCLUDED 26 MOP SINK - FLOOR MOUNTED CRANE / SB 2424 6" X 24" X 24" - 1/2" HOT / 1/2" COLD / 3" DRAIN NO FIXTURE IS INCLUDED 27 SNEEZE GUARD CUSTOM . 1 - - - - POSTS GLASS CUSTOM BY POS S BY MFR, G S S C O CONTRACTOR, SEE DETAIL A /A7.0 28 HOT WATER HEATER BY CONTRACTOR 1 _ _ - _ CONTRACTOR TO PROVIDE ADEQUATE HOT WATER SUPPLY TO MAINTAIN 120 DEG F AT MIXING FAUCET 29 DRY STORAGE SHELVING UNIT BY CONTRACTOR 5 60" HEIGHT X 18" DEPTH LENGTH VARIES - - - STAINLESS STEEL SHELVING LOWEST SHELF SHALL BE 6" MIN ABOVE FLOOR SHELVES SHALL BE ON CASTERS 30 NOT USED - - - - - - - 31 NOT USED - - - - - - - 32 DROP -IN FOOD WARMER WELLS / SS -4ULT 2 91/4" X 8 1/4" DIA 6.9 120 HARDWIRE 33 DISHWASHER CHAMPION / UH-200B 1 " 25" X 24" X 40 1/2" 40-60 SEE MFR 208 / 240 SEE MFR HARDWIRE 1/2" HOT 1/2" COLD 3/4" INDIRECT DR ELEC LOAD AND VOLTAGE IS DEPENDANT UPON INTERNAL BOOSTER VERIFY W/ MFR SPECIFICATIONS 34 STAINLESS STEEL TABLE BY CONTRACTOR 1 36" X 36" X 24" 35 CUSTOM STAINLESS STEEL SHELVING BY CONTRACTOR 16" DEEP 36 CUSTOM STAINLESS STEEL COUNTERTOP AND BACKSPLASH BY CONTRACTOR 36" AFF X 30" DEEP, SEE PLAN FOR LENGTH COUNTER TO INCLUDE INTEGRATED 6" BACKSPLASH 37 STAINLESS STEEL, SELF SUPPORTED MOVABLE SHELVING BY CONTRACTOR 3 60" X 36" X 18" LOWEST SHELF SHALL BE 6" MIN ABOVE FLOOR SHELVES SHALL BE ON CASTERS 38 CUSTOM TAP BAR W/ DRIP PAN BY CONTRACTOR 1 STAINLESS STEEL DRIP PAN PLACED FLUSH IN CASE WORK, AND STAINLESS STEEL TAPS 39 SOFT DRINK AND ICE DISPENSOR BY SOFT DRINK DISTRIBUTOR 1 9.3 110 5 -15P, 3/8" COLD WTR 3/8" SYRUP, , 3/4" DR COORDINATE WITH SOFT DRINK DISTRIBUTOR 40 ICED TEA DISPENSOR BY SOFT DRINK DISTRIBUTOR 1 SEE REMARKS SEE REMARKS SEE REMARKS COORDINATE WITH SOFT DRINK DISTRIBUTOR 41 SYRUP RACK BY SOFT DRINK DISTRIBUTOR 1 3/8" SYRUP COORDINATE WITH SOFT DRINK DISTRIBUTOR, SECURE RACK TO ADJACENT WALL , CP RI' /fJ5r71)-44'r1° 0/2- wla6CTIOIs � P�� Gut (DE 4e-64 ►N ,i L� w Lit I Pr 5 15' -0 7/8" AT FLOOR UNDER i� I 1 ii iiiiiiiiiAir AM Arl210ii iiiiiiiiiiii2511% iiiiiiiiiWAir ArAFiiiiiiiiiiiiiii� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii CUSTOM GARBAGE 0 ENCLOSURE SEE INTERIOR ELEVATIONS FLOOR DRAIN BELOW KITCHEN TRASH BIN BELOW COUNTER —' ^� FLOOR DRAIN BELOW DINING HIDT WATER ) TANK ABOVE N OP SINK PREP SINK — HAND WASH — SINK UNDER DINING 7' -6" ABOVE ................... ............::::::::::::::.HAND WASH.::;:>;;;;.......................... ...............: >::::�:�:;:: >:: 8) UNDER SINK ROUGH OUT GAS AND ELECTRICAL FOR FUTURE EQUIPMENT PUBLIC HEALTH SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL TOTAL SEATING: 28 SEATS 12 EXTERIOR 16 INTERIOR GENERAL NOTES 1. ALL LIGHTING FIXTURES MUST BE SHEILDED 2. ALL SHELVING SHALL BE ABOVE 6" MIN FROM FINISH FLOOR 3. SEE INTERIOR ELEVATIONS FOR EQUIPMENT LOCATIONS, CASEWORK DIMENSIONS AND ADDITIONAL CALL OUTS NOT SHOWN HERE KITCHEN LAYOUT FLOOR PLAN SCALE: 1/4 " =1' -0' REVIEWED FOR + E COMPLIANCE APPROVED JUN 2 8 2012 drrail-A JUN 1 p 2012 PERMIT CENTER Light Architeoture 272Q2 432nd St SE Enumclaw, WA, 98022 p: 360-825-7100 f: 360 -825 -4512 www .LightArchitectureandDesign.cam CLIENT: � \►fr Vtlftthc, bftPrtO freshrnexicanerit1 WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL REVISION 1 SUBMITTAL DATE: 6/14/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: NO S: R�, REVISION 1 - 6 -14 -2012 FLOOR PLAN KITCHEN LAYOUT A3.1 ALL MATERIAL HEREIN CONSTRUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED. PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE B, JAMES MILL ARCHITECT 2011 GREASE T AT FLOOR J/////////%J//////// JJI JJ////!/!/ J//J JJ/ J/// J/J//!/ J/!/////J//!///////// lJIII / / /!!!! / / / / / / / /! / / / / / / / /// 240V FOR COOLER +12-8" +12, -0„ EXIST SERVICE CORR NO WORK KfICHEN DINING 0 240V FOR FREEZER CENTERAL SWITCH BANK FOR LIGHTING, PROVIDE A DEDICATED SWITCH FOR MENU BOARD LIGHTING s �I1• 240V + +5•-0" +9'-0" PH /D +10' -2" +`10' -2" GRILL/ P05 NO WORK THIS AREA +12' -0„ 0 NOTE TO ELEC CONTRACTOR: THIS WALL IS CONSIDERED A FIRE -RATED ASSEMBLY. ALL RECEPTICALS PLACED IN THIS WALL MUST NOT COMPROMISE THE RATING OF THE ASSEMBLY. ALL OPENINGS, EQUIPMENT, PATCHES, AND REPAIRS MUST COMPLY WITH THE STANDARDS OF THE LOCAL BUILDING DEPARTMENT. SEE NOTES ABOUT WALL TYPES ON SHEET A3.0 FOR ADDITIONAL INFO SEE SHEET A3.1 FOR EQUIPEMENT LAYOUT AND SCHEDULE ■ I aaaOerunasan UXI BOUNDARY OF TENNANT SPACE, NO WORK BEYOND PLUMBING /ELECTRICAL LAYOUT FLOOR PLAN, KEYNOTES DUPLEX PLUG AT CASEWORK FOR POS, MOUNT PLUG INSIDE CASEWORK BELOW AND PROVIDE A PLASTIC GROMET AT STAINLESS STEEL COUNTER FOR POS CABLING TO PASS THROUGH PROVIDE A DEDICATED CIRCUT FOR POS SYSTEM ONLY MOUNT PLUG INSIDE CASEWORK BELOW AND PROVIDE A PLASTIC GROMET AT COUNTER FOR CABLING TO PASS THROUGH PLUG FOR HEAT WELL EQUIPMENT, MOUNT INSIDE CASEWORK 120V JUNCTION FOR DECORATIVE LIGHTING AT COUNTER, COORDINATE OUTLET NEEDS WITH MFR 120V JUNCTION AT CEILING FOR MENU SIGNAGE LIGHTING, COO RDINATE WITH SIGNAGE MFR MOUNT SECURITY CAMERA TO VIEW POS AREA 7 PROVIDE A DEDICATED SWITCH TO THIS OUTLET PROVIDE POWER FOR HOT WATER TANK, PLUG AT CEILING OPTIONAL LOCATION FOR POWER / DATA / SPEAKERS WIRING / PHONE COORDINATE WITH OWNER C 1Q HARDWIRE LOCATION FOR EQUIPMENT 11 PROVIDE SPEAKER CABLING TO THIS LOCATION, SPEAKERS TO BE SUPPLIED BY OWNER PLUMBING / ELEC LAYOUT GENERAL NOTES 1. COORDINATE ALL ELECTRICAL LOADS WITH EQUIPMENT SCHEDULE ON SHEET A3.2 FOLLOW MFR'S RECOMENDATIONS FOR ELEC CONNECTIONS 2. COORDINATE WATER CONNECTIONS WITH EQUIPMENT SCHEDULE ON SHEET A3.2 3. COORDINATE WITH OWNER PRIOR TO INSTALATION OF SECURITY AND SOUND EQUIPMENT AND CABLING 4. SEE CEILING PLAN FOR LIGHTING LAYOUT AND FIXTURE SCHEDULE SCALE: 1/4 " =1' -0' PLUMBING / ELEC LAYOUT LEGEND 8 SINGLE 120V RECEPTICAL MOUNTED AT 18" AFF UNLESS NOTED OTHERWISE A PHONE / DATA RECEPTICAL SECURITY CAMERA 0 JUNCTION BOX, FOR HARDWIRED EQUIPMENT SOUND WIRING TO THIS LOCATION, PROVIDE SPEAKER WIRES FROM A CENTRAL LOCATION VERIFY THIS LOCATION WITH THE OWNER SWITCH Light Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 -825 -7100 f: 360 -825 -4512 www.LightArchitectureandDesign.com REGISTERED R AMES R. MILL STATE OF WASHINGTON CLIENT: Wkic8io 6NNN,t f iteebrnexicartorili WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL SUBMITTAL DATE: 5/22/2012 DRAWING SCALE: 1NOTE: DRAWING MAY BE REDUCED 0 1' 2' 4' 8' DRAWING MAY BE REDUCED KEYPLAN: REVIEWED FOR CODE COMPLIANCE APPROVED IJUN 2 8 2012 CIV of-NW/11s WILDING DMSION RECEIVE° CITY OF TUKIMLA MAY 2 5 2012 PERMIT CENTER NOTES: FLOOR PLAN PLUMBING & ELECTRICAL LAYOUT A3.2 ALL MATERIAL HEREIN CONSUMES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 48' -0" EXISTING FACADE, NO WORK 1 6'-0" ' 2' -1" SIGNAGE WOOD SLATS SHALL NOT EXCEED 30% OF THE BUILDING'S NORTH FACADE AREA FASTEN SLATS TO EXISITING STUCCO FACADE USING 1 1 /7 DEPTH STEEL HAT CHANNELS PAINTED BLACK AT 4' -0" OC EXISTING FACADE, NO WORK TOP OF SIGN TOP OF VANEER Zdrjr.ONIMmENNIGNICImENNIIMMICIsN—C.±ing .: = me�mw` �m�® m��m��m��m��m�� ® +��m�1is- .sLi�® ���!�iillMOMR �lMPU ®Asp ®riN/MWAffrkIMMIIMg1 MMINIVFMMOMOI WOMPIIMfi0 ONBOU 1liilEMMIlifS10.0.01EFIMEMMEFIMPOMPAli SEE ELEVAION B THIS SHEET FOR ELEVATION AT WALL BEYOND SEE ELEVAION B THIS SHEET FOR ELEVATION AT WALL BEYOND PROPOSED RAILING HAS BEEN REMOVED PROPOSED RAILING HAS BEEN REMOVED NORTH EXTERIOR ELEVATION EXTERIOR MATERIAL / FINISH SCHEDULE KEYNOTE MATERIAL SPECIFIED PRODUCT / FINISH COLOR SUBMITTALS REMARKS O 2X6 WOOD SLATS EXTERIOR GRADE STAIN "BROWN" SUBMIT A SAMPLE TO MUCHO BURRITO PRIOR TO INSTALLATION STAIN SHALL HAVE A MINIMUM 10 YEAR MANUFACTURER'S WARANTY 0 STONE VANEER 'CULTURED STONE' 'MOJAVE' CONTRACTOR TO SUBMIT SUBSTITUTION COLORS TO MUCHO BURRITO PRIOR TO INSTALLATION OSHEET FLASHING METAL BY CONTRACTOR "DARK GREY" - - EXISTING STUCCO PAINT, OIL BASED ENAMEL "DARK GREY" _ PAINT SHALL HAVE A MINIMUM 10 YEAR MANUFACTURER'S WARANTY © COLORED STUCCO FINISHED MASONRY ACRYLIC STUCCO STUCCO / OMEGA STUCCO FINISHES CAPPUCINO" SUBMIT A SAMPLE 10 MUCHO BURRITO PRIOR TO INSTALLATION pi\ \11 J ��e I I�Ta- a 1Q'b l - . � � i�s I ®a� I ®a� ®o Iholm a�'j '®- I ®® ®i--- I ® e�ai - ® hma� t- Lid L1 ��: ©� � met' �PI� ©o: ®Jaeo. Pte: ©lo ®c�le• ®'Pd vl vewv�wv © __ i ae - - - .r- • - ter". • - �..—e - 111 1 _ - : - o■sa - - SCALE: 1/4"= 11-0' P OF VANEER 36' -81 /2" EXISTING, DOOR EXISTING ALUMINUM FRAME, NO WORK REVIEWED FOR E COMPLIANCE APPROVED I JUN 2 8 2012 City of Tukwila BUILDING DIVISION ALIGN TOP OF RAIL /VANEER WITH NEAREST EXISTING MASONRY JOINT AT COL RTH EXTERIOR ELEVATION SCALE: 1/4 " =1'-0' CITY JUN 14 2012 PERMIT CENTER �Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 -825 -7100 f: 360-825-4512 www .LightArchitectureandDesign.com t...1STATE OF WASHINGTON CLIENT: 141clio bctrrfo freshmexlcanerWll WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL REVISION 1 SUBMITTAL DATE: 6/14/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: NO I S: R/ REVISION 1 - 6 -14 -2012 EXTERIOR ELEVATION A5.0 ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF tHE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 'STONE VANEER' SEE SHEET A5.0 FOR SPECIFICATIONS ih E 1=ti®..oe1111:i�! oblimsTeiliprirawo ammo 1■61 ca.= law IaGTJa ®Cam 7; 6" WOOD BASE 6" WOOD BASE BUILT -IN BENCH SEATING WEST WOOD CLOUD, SEE CEILING PLAN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� I I I 1 I 1 1 I I I 1 MENEIREUESEMEIRESIMESISIMERECIERMIESEEEZESSINSIEI N I 1 1 6" WOOD BASE PRE - FABRICATED SNEEZE GUARD W/ LAMINATED GLASS ice, =11•9 =mEr,ii IteswowimournimmpEr pillaTEMOMIjor il! -11l -mil -a ONIPITErMileMPITir . . .. : :..:. STAINLESS STEEL 6' -7 7/8" 5-4" rome•murourm 5::3:2 +2::Y: ?::'= ;.'+r::;er::; :;. �:;t•:•::;.. . f # k L 6" WOOD BASE 5' -4" CUSTOM PANEL 'STONE VANEER' SE SHEET A5.0 FOR 5' -4" 1+,// SPECIFICATIONS L-� 5" TYP 17-8" SEALED MASONRY TILE 1 8" HT PARTITION AT EA SIDE OF HAND WASH STATION STAINLESS STEEL 21 HOOD ENCLOSURE 9' -10" 'SOUTH FIN CEILING 7-EXIST. ALUM FRAME BUI -IN BE S ING E4 0 3' -9" 7' -0" 3' -3" / TRASH ENCLOSURE OPEN BELOW DOORS NOTE: CONTRACTOR TO APPLY OPAQUE COVERING TO GLAZING BEHIND BENCH SEATING NORTH INTERIOR ELEVATION - DINING SCALE: 1 /4"= 1'-0' CI) WAINSCOT UNDER RANGE 1 I 1 � 1 1 1 1 � 1 1 1 � I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INI•111111•11111MINI:71111111r/11111•i1111111111111111111=1■11111\ \� EE EPEE �iPD■ MEIN � v ��u � ' )\ CUSTOM WOOD FINED PARTITION, PAINT PRE - FABRICATED SNEEZE GUARD W/ LAMINATED GLASS CUP DISPENSER AT COUNTER TOP STAINLESS STEEL COUNTER TOP STAINLESS STEEL COUNTER TOP STAINLESS STEEL COUNTER TOP GROMET AT COUNTER TOP FOR POS ADJ SHELVING 6" RUBBER BASE AT CASEWORK STAINLESS STEEL COUNTER TOP / 3' -3 1 /2" ROUGH IN GAS AND ELEC FOR FUTURE E0:' "PMENT 6" COVED RUBBER BASE sosrw FINISH CASE WORK W/ PLAM SURFACE, TYP UNO FRP BEHIND EQUIPMENT AT WALL 6" COVED RUBBER BASE AT CASEWORK FRP BEHIND 3'-0 EQUIPMENT AT WALL 10' -2 1 /2" 'SMART-WALL G3' MOUNTING BRACKE'© +10' -6" HT FASTEN AT 16" OC FRP TO FULL HEIGHT OF WALL } GARBAGE UNDER COUNTER 6'-0" WEST PROVIDE A 10" DIA OPENING W/ GROMMET AT COUNTER TOP FOR GARBAGE 30" DEPTH STAINLESS STEEL COUNTER TOP 4" COVED RUBBER BASE FRP TO FULL HEIGHT OF WALL 'SMART -WALL G3' MOUNTING BRACKET @ +10' -6" HT FASTEN AT 16 "OC-. 6" STAINLESS STEEL BS 1 6" DEEP STAINLESS STEEL SHELVING SEE DETAIL 1 /A7.0 FOR HOT WATER HEATER SUPPORT 6' HIGH SHELF W/ HOT FRP TO FULL HEIGHT WATER HEATER ABOVE OF WALL ........................ 5' -0" HT STAINLESS STEEL CORNER GUARD 7' -6" 30" DEPTH STAINLESS STEEL COUNTER TOP 5' -0" HT STAINLESS STEEL CORNER GUARD SOUTH 5' -O" HT STAINLESS STEEL CORNER GUARD — STAINLESS STEEL WAINSCOT AT MOP SINK, WRAP ON ALL 3 SIDES 4" COVED RUBBER BASE EAST 1' -6" , 3' -0" 1 O' -0 3/4" ADJ SHELVING 3' -0" NORTH INTERIOR E LEVATION - GRILL / POS FRP TO FULL HEIGHT OF WALL FAUCET WITH WASH WAND 'SMART -WALL G3' MOUNTING BRACKET @ +10' -6" HT FASTEN AT 16" OC • ...... .................... .................. 6" STAINLESS STEEL BS INTEGRATED IN COUNTER 1 6" DEEP STAINLESS STEEL SHELVING 0 WALK IN COOLER 3 COMPARTMENT SINK WITH OPEN AIR DRAIN 30" DEPTH STAINLESS STEEL COUNTER TOP 4" COVED RUBBER BASE NORTH INTERIOR ELEVATION - PREP KITCHEN HOT WATER HEATER SECURE HOT -WATER HEATER TO WALL USING SUPPORT STRAPS, PLUMBERS TAPE IS NOT AN ACCEPTABLE PTION TYP HOT WATER HEATER SUPPORT SCALE: NTS LEGEND 1 1 FIBER REINFORCED PANELING STAINLESS STEEL MASONRY TILE 'STONE VANEER' SEE SHEET A5.0 FOR SPECIFICATIONS SEE EQUIPMENT SCHEDULE ON SHEET A3.2 FOR EQUIPMENT KEYNOTES FRP TO FULL HEIGHT OF WALL �– 4" COVED RUBBER BASE 2-111 OPEN TO KITCHEN S NORTH PROVIDE SHELF AT +7' -6" HT FOR STEREO & SERVER RACK SERVER RACK STEREO SCALE 1/4 " =1' -0' FRP TO FULL HEIGHT OF WALL CENTRAL –I SWITCH BANK SECURITY PANEL �– 4" COVED RUBBER BASE SOUTH INTERIOR ELEVATION PREP KITCHEN 6 cr'AI F. 1 /d" =11.11' A'• Light Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360- 825 -7100 f: 360 - 825 -4512 Www. LightArchitectureandDesign.cam 10104 REGISTERED ARCHITECT MES R. MILL ATE OF WASHINGTON CLIENT: 141ttc110 bft&4rto fresh mexicangrIll WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL REVISION 1 SUBMITTAL DATE: 6/14/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: VI WED FOR COMPLIANCE APPROVED 'JUN 2 8 2012 NOTES: R REVISION 1 - 6 -14 -2012 INTERIOR ELEVATIONS •.a V CITY t] LA JUN 14 2012 PERMIT CENTER A7.0 ALL MATERIAL HEREIN CONSTITUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED. PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 NOTE: THIS DRAWING DOES NOT REPRESENT ALL CONDITIONS. FOLLOW ALL APPLICABLE CODES SEISMIC WIRE BRACING @ 12 "O.C. EA. WAY TYP. LIGHT FIXTURE W/ WIRE HANGERS SUPPORTED @ EA. CORNER TYP. HANGER WIRES TO MAIN RUNNERS @ 4' -0" O.C. TYP. MAIN RUNNERS CROSS T PROTECT FIXTURE AS REQUIRED MAIN RUNNER TYPICAL SUSPENDED ACOUSTICAL CEILING PANELS & SEISMIC BRACING 'UNISTRUT' P179 HANGERS ON EACH SIDE OF JOIST /BEAM, FASTEN PER MFR RECOMENDATIONS SCALE: 1 /2" = 1' -0" 'UNISTRUT' P2000 1 -5/8" X 1 -5/8" 16 Ga OUTRIGGERS @ 48" OC MAX SPANNING BETWEEN JOISTS EXISTING "K" JOIST @ 6'-0 OC ABOVE OUTRIGGER END CONTINUES TO NEXT AVALIBLE JOIST 1/8" DIA WIRE HANGERS, LOOP EACH END OF WIRE W/ (2) WIRE ROPE CLIPS ON EACH SIDE 2x4 BRACING. FILL ALL HOLES AND STAIN TO MATCH SLATS 1/8" DIA WIRE LATERAL BRACING, --" LOOP EACH END OF WIRE W/ (2) WIRE ROPE CLIPS ON EACH SIDE, ALTERNATE THE ANGLE ON EACH NOTE: ALL WOOD TO BE SHALL BE FIRE- RETARDANT TREATED 1x4 MAPLE SLATS, FILL ALL HOLES AND STAIN ALL ENDGRAINS SUSPENDED WOOD DETAIL EXTEND FRAMING TO STRUCTURE ABOVE, TERMINATE GWB AT 2" MIN ABOVE ACT CEILING LINE OF ACT, SEE CEILING PLAN FOR HEIGHT COLD -FORM STEEL STUD FRAMING STUD SPACING AT 16" OC TYPICAL TYPICAL OUTSIDE CORNER REPLACE EXISTING EXTERIOR CAN ofLIGHTING WITH EXTERIOR PENDANTS TYP OF (4), EXISTING LIGHTING TO REMAIN ON WESTFIELD POWER GRID 7 ALIGN SCONCE AT C/L I BETWEEN EXTERIOR PENDANTS A1rd 07 NOTE: 364 SF EXTERIOR ALIGN SCONCE WITH SCONCE ON OPPOSING WALL D 1' 8 3/4" 8 5\ KITCHEN NEM 1 14' -11 1/2" 18' -81/ ' 4' -0" 1211 All ,z,4 .ensil ALL 1�'l1 Bt ImangEmmam , I_ —• fu — __ ME III DASHE'' LINE R PROBE ABOV'� INEIR) III�(ii) CENTER 1 1• WSEC 2009 NOTE: KITCHEN LIGHTING IS CALCULATED BY THE "LIGHTING POWER ALLOWANCE" SWITCH BANK AT WALL, LETTERS INDICATE LIGHTING FIXTURE TO BE CONTROLED, SWITCHES WITH A SHALL BE DIMMERS NOTE TO ELECTRICAL: 1. PROVIDE ADEQUATE POWER SUPPLY AT EXTERIOR FACADE FOR LIGHTED SIGNAGE, CORDINATE REQUIREMENTS WITH SIGNAGE CONTRACTOR 2. PROVIDE PHOTOCELL TYPE DIMMING SWITCHES FOR ALL LIGHTING IN THE GRILL /POS AND DINING AREAS. SWITCHES 'A', 'B','C', AND 'E' TO BE DIMMABLE. SWITCH 'E' TO HAVE A DIM OVERRIDE FOR SECURITY OPERATION. ALL EXTERIOR LIGHTING TO BE INSTALLED WITH A PHOTO -CELL TYPE SWITCHING TO ALLOW AUTOMATED ON -OFF CABABILITY 2' -3 1/4" ALIGN CEILING GRID WITH C/L OF THIS LOCATION 1 REV if-16x ,1'1 REV 12-0" 2' -8" 2' -8" 2' -8" 2' -8" TYPICAL, IN LIGHTING TO ALINE W A CENTER OF BELOW BQ516.• .8�6���� ,E�6 �� .. B�'6. �� 1 IE®2pBe2NB421 4' -6" 3' -6„ 4'�6„ . 3' -6„ 4__6„ .' 2•• iuiiuiiiiiii PRESEN rPIII1........., MIMI IIIIIIIIIIII ' -raallnillrial ... __ - - L _��I c„.„,-...3 � ... ... -♦- 0 r1111111111111111111111111P1111 REA I® t ■-- .a�1�� ----7 TALL TH ABLE ALIGN SOF WALL ABO JAMB FRA FINISH BELO T E WITH E EXIT SIGN AT CEILIN 0 BE MOUNTED MEMO I: °::::.:::. MN 0-4 MI1 \Q M 1 ■I11I1IIA1=1■1 I 111ll;fbk I _... „ 4' -0„ 4' -0" 4, -0," 4,_0" 1111 111',,:',.114 '11:111111111:211111:1111,11121111— 3'-2 1 /4" 4' -6" 24' -41 /2" 103/4" HOOD, SEE EQUIPMENT SCHEDULE WSEC 2009 NOTE: - DINING AND G ILL /POS LIGHTING IS CALCULATED BY THE "PERSCRIPTIVE METHOD" - 10 3/4" 6' -3 1 /2" )(e LCENTER SCONCE ON THIS WALL, BETWEEN WALL AND ALUMINUM FRAME REFLECTED CEILING PLAN REFLECTED CEILING PLAN LEGEND WOOD, STAINED CEILING TYPE CEILING HEIGHT - MODIFIER, WHERE APPLICABLE GWB RECESSED FLUORESCENT LIGHT FIXTURE LETTER INDICATES SWITCH TO CONTROL FIXTURE A-n6- WALL MOUNTED LIGHT FIXTURE — LIGHT FIXTURE 1 3 EXIT LIGHT EMERGENCY LIGHT M MECHANICAL GRILLE - SUPPLY MECHANICAL GRILLE - RETURN, RELIEF OR EXHAUST SWITCH CONTROL INDICATOR LIGHTING SWITCH PROVIDE DIMMER CONTROL CEILING TYPES 2x4 SUSPENDED ACOUSTICAL PANEL CEILING, EXPOSED GRID. (NON- RATED). ACOUSTICAL PANELS SHALL BE WASHABLE TO COMPLY WITH HEALTH DEPARTMENT REGUALTIONS 1"X4" WOOD SLATS STAINED, FASTENED TO T -BAR GRID SEE DETAIL 2/A8.0 CEILING SCHEDULE ROOM NAME MATERIAL SPECIFIED PRODUCT / FINISH MFR'S IDENTIFICATION FINISH COLOR REMARKS 400 KITCHEN 2'X4' ACT ARMSTRONG CLEAN ROOM VL # 870 FACTORY "WHITE' INSTALL PER MFR RECOMENDATIONS 300 GRILL / POS 5/8" GWB PAINT - BENJAMIN MOORE #OC -45 "WHITE WING" OIL ENAMEL PAINT "CREAMY WHITE' FLAT FINISH 1 MAT dF PRIMER & 2 COATS OF COLOR MIN 100 DINING ROOM 2X2 ACT & WOOD SLATS / MAPLE ARMSTRONG 'CORTEGA' / WOOD STAINED - BY CONTRACTOR BY CONTRACTOR & #704 FACTORY ACT / STAINED WOOD "WHIT„ E' ACT / DARK BROWN" WOOD CONTRACTOR TO SUBMIT MAPLE SAMPLE TO THE MUCHO BURRITO CORP FOR COLOR MATCHING 200 DINING ROOM 2X2 ACT & WOOD SLATS / MAPLE ARMSTRONG 'CORTEGA' / WOOD STAINED - BY CONTRACTOR BY CONTRACTOR & #704 FACTORY ACT /STAINED WOOD "WHITE' ACT / „ DARK BROWN" WOOD CONTRACTOR TO SUBMIT MAPLE SAMPLE TO THE MUCHO BURRITO CORP FOR COLOR MATCHING 2x2 SUSPENDED ACOUSTICAL PANEL CEILING, EXPOSED GRID. (NON- RATED). SINGLE LAYER 5/8" GWB APPLIED TO 6" 20 GAUGE METAL FRAMING (NON- RATED). SCALE: 1/4" =1' -0' 17\E_ 111 LIGHTING SCHEDULE SYMBOL/TYPE DESCRIPTION SPECIFIED PRODUCT IDENTIFICA MFRS TION QTY LAMP WATTS INPUT VOLTS REMARKS LARGE PENDANT FORECAST 'FISHER ISLAND PENDANT' F1852 -68 1 (3) 13W CFL 39W 120 PROVIDE DIMMABLE BULBS c 5" RECESSED CAN LIGHT CONTRAST HOUSING W/ ADJ SOCKET' CA2575 18 20W CFL 20W 120 PROVIDE DIMMABLE BULBS 03 4" LOW VOLTAGE LIGHTING CONTRAST 'SQUARE FACE ELBOW' T7024 7 MR16 50W 120 WITH IT700M TRIM / COLOR 01 -WHITE 4 SCONCE ILLUMINATING EXPERIENCES 'ELF BATH' ELF1I 3 (2) 20W CFL 40W 120 FINISH WITH SATIN NICKEL VERIFY FINISH W/ MUCHO BURRITO PRIOR TO ORDERING PROVIDE DIMMABLE BULBS - - FLUSH MOUNT FLOURESCENT VISONEERING'EIGHT RECESSED T -BAR' ERCTB- 2X43LT528 R120 5 (3) 4' -0" T5 $4W 120 \ 5 \ 06 PENDANT 13 (1 C 0W 20W 120 PROVIDE DIMMABLE BULBS 07 EXTERIOR PENDANT 4 (1) 20W CFL 20W 120 EXTERIOR SCONCE 3 (1) 20W' CFL 20W 120 PROVIDE DIMMABLE BULBS. EXIT SIGNAGE EMERGILITE PRESTIGE X40 X40 1 1.4W EMERGENCY LIGHTING EMERGILITE 'RS- SERIES' RSM18 2 1 L_1 ight Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 -825 -7100 f: 360-825-4512 - www .LightArchitectureandDesign.com CLIENT: X41,,. Vilocho bftPrfO freshmexicangrlll WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL SUBMITTAL .DATE: 6/11/2012 DRAWING SCALE: (NOTE: DRAWING MAY BE REDUCED 0 1' 2' DRAWING MAY BE REDUCED KEYPLAN: REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2012 • City of Tukwila BUILDING DIVISION NOTES: REFLECTED CEILING PLAN crriVigaiLA JUN 1 it 2012 PERMIT CENTER A8.0 ALL MATERIAL HEREIN CONSTRUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED. PUBLISHED. DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE d. JAMES MILL ARCHITECT 2011 WALL THICKNESS, SEE FLOOR PLAN OPENING HT Q FF NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION STUD, FASTEN TO TRACK W/ (1) #8 SCREW EACH SIDE TYP SILL TRACK, MIN FLANGE WIDTH OF 1 1/4" FASTEN SILL TRACK W/ 0.145 MIN DIA POWDER ACTUATED FASTENERS AT 16" OC MAX, EMBED FASTENER INTO CONC 1 1/2" MIN WALL DETAIL WALL BASE SCALE: 6" = 1' -0" FASTEN WALL STUD TO TRACK W/ (1) #8 SCREW EA SIDE STUD NESTED INSIDE METAL TRACK, OVERLAP TRACK BEYOND STUD 1" MIN, FASTEN W/ #8 SCREWS @ 8" OC MIN WALL THICKNESS, SEE FLOOR PLAN NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION WALL DETAIL TYP HEADER SCALE: 6" = 1' -0" 7 EXISTING WALL EXISTING STRUCTURE FASTEN TRACK TO STRUCTURE ABOVE ACOUSTICAL CEILING TILE & T -BAR CEILING, SEE CEILING PLAN STUDS 16" OC DIAGONAL BRACING WHERE REQUIRED 5/8" GWB CASING BEAD, TYP CEILING DETAIL SCALE: 1 " = 1' -0" SINGLE STUD JAMB RV NOTE: WALL FINISH NOT SHOWN FOR CLARITY NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION WALL DETAIL TYP JAMB SCALE: 6" = 1' -0" 4 A9.1 METAL STUD WALL FRAMING NOTES COLD - FORMED STEEL STUDS AT 16" OC PACING UNO. STUDS TO BE FROM APPROVED MANUFACTURER AND BE IN ACCORDANCE WITH SSMA ICC ER -4943P ALL WALLS RUNS SHALL BE ANCHORED TO EXISTING WALLS WHERE AVALIBLE PROVIDE 16GA GALVANIZIED SHEET METAL BACKING AT WALL MOUNTED EQUIPMENT SEE INTERIOR ELEVATIONS FOR EQUIPMENT HEIGHTS AND LOCATIONS FIN FLOOR TYP FRAMING ELEVATION OPTIONAL - L2X2 54 MIL 1/2" LESS THAN STUD WIDTH FASTEN TO HEADER AND STUD WITH (4) #8 SCREWS NOTE: WALL FINISH NOT SHOWN FOR CLARITY CUT FLANGE AND BEND TRACK BACK 2" MIN, FASTEN TO JAMB W/ (4) #8 SCREWS MIN NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION WALL DETAIL TYP HEADER /JAMB CONNECTION SCALE: 6" = EXISTING STRUCTURE —\\ SCALE: NTS #8 FASTENERS --� FASTEN TOP TRACK TO EXISTING STRUCTURE FULL HEIGHT WALL TO BOT OF STRUCT NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION 4" MIN --, NAL WIDTH "KICKER" BRACE, FASTEN AT 8' -0". OC AND AT EVERY CORNER AT WALL - 60° MAXIMUM ANGLE OF BRACING 1 _ 1 PARTIAL HEIGHT WALL #8 FASTENERS WALL DETAIL TOP CONNECTION SILL HT -4 a FF SCALE: 6" = 1' -0" WALL THICKNESS, SEE FLOOR PLAN CASING BEA REVIEWED FOR Core COMPLIANCE APPROVED FASTEN WALL STUD TO TRACK W/ (1) #8 SCREW EA SIDE IJUN 2 8 2012 City of Tukwila BUILDING DIVISION WALL DETAIL TYP SILL SCALE: 6" = 1' -0" Ught Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 - 825 -7100 f: 360 - 825 -4512 www.LightArchitectureandDesign.com 10104 REGISTERED RCHITECT ES R. MILL TATE OF WASHINGTON' CLIENT: (4'UtCJIO Pr o freshrnexicanerill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL REVISION 1 SUBMITTAL DATE: 6/14/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: NO S: R REVISION 1 - 6 -14 -2012 DETAILS R V CITY JUN 11 2012 PERMIT CENTER LA A9.0 ALL MATERIAL HEREIN CONSTRUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 TYP C HEADER / REV \ 2. 7 "9.1 5 A9.1 O °i N 6 A9.1 3 A9.1 1 1 COLD - FORMED STEEL STUDS AT 16" OC PACING UNO. STUDS TO BE FROM APPROVED MANUFACTURER AND BE IN ACCORDANCE WITH SSMA ICC ER -4943P ALL WALLS RUNS SHALL BE ANCHORED TO EXISTING WALLS WHERE AVALIBLE PROVIDE 16GA GALVANIZIED SHEET METAL BACKING AT WALL MOUNTED EQUIPMENT SEE INTERIOR ELEVATIONS FOR EQUIPMENT HEIGHTS AND LOCATIONS FIN FLOOR TYP FRAMING ELEVATION OPTIONAL - L2X2 54 MIL 1/2" LESS THAN STUD WIDTH FASTEN TO HEADER AND STUD WITH (4) #8 SCREWS NOTE: WALL FINISH NOT SHOWN FOR CLARITY CUT FLANGE AND BEND TRACK BACK 2" MIN, FASTEN TO JAMB W/ (4) #8 SCREWS MIN NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION WALL DETAIL TYP HEADER /JAMB CONNECTION SCALE: 6" = EXISTING STRUCTURE —\\ SCALE: NTS #8 FASTENERS --� FASTEN TOP TRACK TO EXISTING STRUCTURE FULL HEIGHT WALL TO BOT OF STRUCT NOTE: SEE WALL TYPES FOR WALL CONSTRUCTION 4" MIN --, NAL WIDTH "KICKER" BRACE, FASTEN AT 8' -0". OC AND AT EVERY CORNER AT WALL - 60° MAXIMUM ANGLE OF BRACING 1 _ 1 PARTIAL HEIGHT WALL #8 FASTENERS WALL DETAIL TOP CONNECTION SILL HT -4 a FF SCALE: 6" = 1' -0" WALL THICKNESS, SEE FLOOR PLAN CASING BEA REVIEWED FOR Core COMPLIANCE APPROVED FASTEN WALL STUD TO TRACK W/ (1) #8 SCREW EA SIDE IJUN 2 8 2012 City of Tukwila BUILDING DIVISION WALL DETAIL TYP SILL SCALE: 6" = 1' -0" Ught Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 - 825 -7100 f: 360 - 825 -4512 www.LightArchitectureandDesign.com 10104 REGISTERED RCHITECT ES R. MILL TATE OF WASHINGTON' CLIENT: (4'UtCJIO Pr o freshrnexicanerill WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL REVISION 1 SUBMITTAL DATE: 6/14/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: NO S: R REVISION 1 - 6 -14 -2012 DETAILS R V CITY JUN 11 2012 PERMIT CENTER LA A9.0 ALL MATERIAL HEREIN CONSTRUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 PANEL SCHEDULE EVEN NUMBERED CIRCUTS CIRCUIT # DESCRIPTION AMPS VOLTS LOAD (VA) 2 HEATED MURCHANIDISOR 11.1 120 1332 4 SMOOTH PANINI PRESS 15 J 120 1800 6 GROVED PANINI PRESS 15 120 1800 8 STEAM TABLE 19.25 120 2310 10 STEAM TABLE - - - 12 WALK -IN FREEZER /COOLER 13.3 120 1596 14 DROP -IN FOOD WARMER 6.9 120 828 16 SALAD TABLE 9.5 120 1140 18 REACH -IN REFER. 13.7 120 1644 20 WARMER / REFER. DRAWERS 16.6 120 1992 22 OVEN 27 240 6480 24 OVEN - - - 26 RICE COOKER 1 11 120 1320 28 RICE COOKER 2 11 120 1320 30 FOOD PROCESSOR 5.6 120 672 32 HOOD / EXHAUST FAN 11 120 1320 34 HOOD / SUPPLY FAN 11 120 1320 36 HOOD LIGHTS 0.3 120 36 38 HOOD CONTROL 5 120 600 40 SPARE _ - - ODD NUMBERED CIRCUTS CIRCUIT # DESCRIPTION AMPS VOLTS LOAD (VA) 1 DROP -IN FOOD WARMER 6.9 120 828 3 SHOW WINDOW 20 120 2400 5 SODA FOUNTAIN & ICE DISP. 9.3 120 1116 7 HVAC UNIT 45 240 10800 9 HVAC UNIT - - 11 _ LIGHT 20 120 2400 13 LIGHT 20 120 2400 15 LIGHT 20 120 2400 17 GENERAL PURPOSE 20 120 2400 19 GENERAL PURPOSE 20 120 2400 21 GENERAL PURPOSE 20 120 2400 23 SIGN #1 20 120 2400 25 SIGN #2 20 120 2400 27 DISHWASHER 60 120 7200 29 HOT H2O TANK 27.5 120 2400 31 HOT H2O TANK - - - 33 SPARE - - - 35 SPARE - - 37 SPARE - - - 39 SPARE - - - RISER DIAGRAMS MAIN 200 A (3) 250 MCM AL (1) 4/0 AL MLO 200A 3 PHASE LOAD CALCULATION #4 COPPER WIRE CW PIPE LIGHTING: SHOW WINDOW: A: SIGNAGE (X2): OUTLETS (X11): WALK -IN COOLER /FREEZER: APPLIANCES: HOT WATER: MOTORS 3/4 HP MOTOR 3/4 HP MOTOR LARGEST MOTOR (25 %) TOTAL VA: (61,521 VA) / 360 120 / 208 - 3 PHASE SERVICE (1,130 SF) X (2 VA /SF) X (125%) = 2,825 VA (15SF) X (200VA) X (125 %) = 3,750 VA 12,480 VA 3,000 VA 1,980 VA 5,000 VA (33,533VA) X (65 %)= 21,796 VA 5720 VA 1320 VA 1320 VA 330 VA 61,521 VA 171 A PROVIDE VANDAL RESISTANT COVERT FOR EXTERI LIGHTING UTLETS AT BENCH SEATING PROVIDE VANDAL RESISTANT COVERING +10' -0" +10' -0" 0 11 OUTLETS AT BENCH SEATING TO PANEL t6' -0" EXIST SERVICE CORR NO WORK KITCHEN TO P TV MONITOR FOR SECURITY CAMERAS, PROVIDE DIRECT VIDEO ROUTING FROM SIGNAL PROCESSOR PROVIDE 8" 0 DIA RECESSED IN ACT ABOVE CENTERAL SWITCH BANK FOR LIGHTING, SEE CEILING PLA A8.0 FOR LIGHTING ASSIGNMEN 1 DINING PROVIDE 8" 0 DIA RECESSED IN ACT ABOVE NO EXISTING ELECTRICAL EQUIPMENT TO BE USED AT INTERIOR LOCATIONS IMMO. +9, -0„ +7' -6' E +7' -6 "o N +7' -6" ELECTRICAL PANEL R +7. -6" PH /D DINING NO WORK THIS AREA .; ID CEILING llA,mob. ME= e"� a�T „elL ,m1w)Alnws�' 11111I1011111111 •.....m�Jem K. y E T tR L ■' +48" NOTE TO ELEC CONTRACTOR: THIS WALL IS CONSIDERED A FIRE -RATED ASSEMBLY. ALL RECEPTICALS PLACED IN THIS WALL MUST NOT COMPROMISE THE RATING OF THE ASSEMBLY. ALL OPENINGS, EQUIPMENT, PATCHES, AND REPAIRS MUST COMPLY WITH THE STANDARDS OF THE LOCAL BUILDING DEPARTMENT. SEE NOTES ABOUT WALL TYPES ON SHEET A3.0 FOR ADDITIONAL INFO +48" +24" 24" SEE SHEET A3.1 FOR EQUIPEMENT LAYOUT AND SCHEDULE ■ ■■■■■■■■■ ■■ ■■ ■■■U1 U11 ■1 ■1111111 /111 BOUNDARY OF TENNANT SPACE, NO WORK BEYOND PLUMBING / ELECTRICAL LAYOUT FLOOR PLAN KEYNOTES DUPLEX PLUG AT CASEWORK FOR POS, MOUNT PLUG INSIDE CASEWORK BELOW AND. PROVIDE A PLASTIC GROMET AT STAINLESS STEEL COUNTER FOR POS CABLING TO PASS THROUGH PROVIDE A DEDICATED CIRCUT FOR POS SYSTEM ONLY MOUNT PLUG INSIDE CASEWORK BELOW AND PROVIDE A PLASTIC GROMET AT COUNTER FOR CABLING TO PASS THROUGH PLUG FOR HEAT WELL EQUIPMENT, MOUNT INSIDE CASEWORK 120V JUNCTION FOR DECORATIVE LIGHTING AT COUNTER, COORDINATE OUTLET NEEDS WITH MFR 120V JUNCTION AT CEILING FOR MENU SIGNAGE LIGHTING, COORDINATE WITH 10 SIGNAGE MFR 11 12 PLUMBING / ELEC LAYOUT GENERAL NOTES NOT USED PROVIDE A DEDICATED SWITCH TO THIS OUTLET PROVIDE POWER FOR HOT WATER TANK, PLUG AT CEILING OPTIONAL LOCATION FOR POWER / DATA / SPEAKERS WIRING / PHONE COORDINATE WITH OWNER HARDWIRE LOCATION FOR EQUIPMENT PROVIDE SPEAKER CABLING TO THIS LOCATION, SPEAKERS TO BE SUPPLIED BY OWNER INSALL ALARM CONTACT AT DOOR 1. COORDINATE ALL ELECTRICAL LOADS WITH EQUIPMENT SCHEDULE ON SHEET A3.2 FOLLOW MFR'S RECOMENDATIONS FOR ELEC CONNECTIONS 2. COORDINATE WATER CONNECTIONS WITH EQUIPMENT SCHEDULE ON SHEET A3.2 3. COORDINATE WITH OWNER PRIOR TO INSTALATION OF SECURITY AND SOUND EQUIPMENT AND CABLING 4. SEE CEILING PLAN FOR LIGHTING LAYOUT AND FIXTURE SCHEDULE SCALE: 1/4" =1' -0' PLUMBING / ELEC LAYOUT LEGEND SINGLE 120V RECEPTICAL MOUNTED AT 18" AFF UNLESS NOTED OTHERWISE PHONE / DATA RECEPTICAL SECURITY CAMERA a JUNCTION BOX, FOR HARDWIRED'EQIWPMENT PV2 S SOUND WIRING TO THIS LOCATION, PROVIDE SPEAKER WIRES FROM A CENTRAL LOCATION VERIFY THIS LOCATION WITH THE OWNER $ SWITCH TV AP KP R VC MOTION DETECTION MICROPHONE TELEVISION - WALL MOUNTED TELEVISION COORDINATE MOUNTING WITH OWNER PROVIDE PROPER MONITOR HOOK UP, COORDINATE WITH OWNER ALARM PANEL KEYPAD FOR ALARM PANEL AUDIO.RECIEVER / DMX RADIO AUDIO VOLUME CONTROL AUTO SWITCHING PHOTO -CELL LOCATION Ught Arch itectu r 27202 432nd St SE Enumclaw, WA 98022 p: 360 -825 -7100 f: 360 - 825 -4512 vvww. LightArchitectureandDesign.com 10104 4' / AMES R. MI ` 1 STATE OF WASHINGTON REGISTERED A CHITECT 1 CLIENT: (4lftcJlc' bPpfo 0 i" fresh al exicanerill WESTFIELD MALL AT SOUTHCENTER SPACE 256 9i1 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: AGENCY SUBMITTAL REVISION 1 SUBMITTAL DATE: 6/14/2012 DRAWING SCALE: NOTE: DRAWING MAY BE REDUCED! 0 1' 2' 4' 8 DRAWING MAY BE REDUCED KEYPLAN: CITY JUN 142012 PERMIT CENTER SEPARATE NQ PERMIT REQUIRED NOTES: �� REVISION 1 - 6-14-2012 FLOOR PLAN PLUMBING. & ELECTRICAL E/P3.O ALL MATERIAL HEREIN CONSTRUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED, PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 MUCHO BURRITO SOUTHC ENTER TENNANT IMPROVEMENT TENNANT SPACE 256 WESTFIELD MALL AT SOUTH CENTER 971 SOUTHCENTER TUKWILLA, WA 98188 PROJECT CONTACTS ARCHITECT LIGHT ARCHITECTURE JAMES R. MILL ARCHITECT 27202 SE 432ND ST ENUMCLAW, WA 98022 P: 360- 825 -7100 F: 360 - 825 -4512 EMAIL: JAMES @LIGHTARCHITECTUREANDDESiGN.COM WESTFIELD AT SOUTHCENTER TENANT COORDINATOR, SCOTT PRIESTER 2800 SOUTHCENTER SEATTLE, WA 98188 P: 206-802 -6070 F: 310 -689 -5702 EMAIL: SPRIESTER@US.WESTFIELD.COM ABBREVIATIONS AB Anchor Bolt AC Asphalt Concrete A/C Air Conditioning ACP Acoustical Ceiling Panels ACT Acoustical Ceiling Tile ACL Acoustical AD Above Datum ADD Additive ADJ Adjustable ADM Addendum ADMIN Administration or Administrative ADR Area Drain AFF Above Finish Floor AFOB Align with Face Of Building AFDC Align with Face of Concrete AGG Aggregate ALT Alternate ALUM Aluminum AP Access Panel APRX Approximate ARCH Architect (ural) ASPH Asphalt ASST Assistant ASSY Assembly B Bottom BD Board BEL Below BLDG Building BLK Block BLT Built BM Beam BOT Bottom BPL Base Plate BRG Bearing BRK Brick BS Back Splash BTWN Between CABT Cabinet C/C Center to Center CIP Cast -In -Place CIPC Cast -in -Place Concrete CJ Control Joint CLR Clear C/L Centerline CMU Concrete Masonry Unit CO Cleanout COL Column COMP Composition or Composite CONC Concrete COND Condition CONF Conference CONST Construction CONT Continuous CONTR Contract(or) COORD Coordinate CORR Corridor CP Cement Plaster CPT Carpet GENERAL CONTRACTOR MODCO DESIGN JAKE MOROSHAN P: 714 -697 -4354 EMAIL: INFO @MODCODESIGN.COM MUCHO BURRITO OWNER JIMMIE BEEM 114 AVE C SNOHOMISH, WA P: 206- 274 -9946 F: 206 - 219 -7123 EMAIL: JBEEMCFREEDOMSYSTEMINC.COM DEFERED SUBMITTALS MECHANICAL FIRE SUPRESSION /SPRINKLERS DRAWING INDEX G10 A1.0 A3.Ok A7.0 TITLE SHEET & ABBREVIATIONS SITE AND AREA PLANS FLOOR PLAN - KITCHEN LAYOUTS INTERIOR ELEVATIONS CS Clock Speaker CT Ceramic Tile CTR Center or Counter D Data DBL Double DEG Degrees DEMO Demolition DET Detail DIAG Diagonal DIA or DIAM Diameter DiM Dimension DJ Deflection Joint DL Dead Load DMPR Damp- proofing DN Down DR Door DS Downspout /Doorswing DW Dishwasher DWG Drawing DWR Drawer E East EA Each EB Expansion Bolt EC Electrical Contractor EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevation or Elevator EMER Emergency EN Enamel EP Electrical Panel EQ Equal EQP Equipment ES Each Side EW Each Way EXH Exhaust EXIST Existing EXP Exposed EXPN Expansion EXT Exterior EXTN Extinguisher FCMU Face of Concrete Masonry. Unit FD Floor Drain FE Fire Extinguisher FF Factory Finish FGWB Face of Gypsum Wallboard FH Fire Hydrant or Flat Head FIN Finish FIO Furnish & Installed by Owner FIX Fixture FLEX Flexible FLR Floor FLSH Flash or Flashing FLUOR Fluorescent FN Feminine Napkin Dispenser FND Foundation/ Feminine Napkin Disposal Unit FOB Face of Brick FOC Face of Concrete or Face of Column FOiC Furnished by Owner; Installed by Contractor FOM Face of Masonry FOS Face of Stud FOSH Face of Sheathing FP Fire Proofing FT Feet or Foot FTG Footing FUR Furred or Furring GD Glove Dispenser GWB Gypsum Wall Board HBD Hardboard HDR Header HDW Hardware HGT Height HM Hollow Metal HORZ Horizontal HP High Point HR Hour HSS Hollow structural steel HT Height „w- HVAC Heating /Ventilating /Air Conditioning D$ Downspout /Doorswing DW Dishwasher DWG Drawing DWR Drawer E East EA Each EB Expansion Bolt EC Electrical Contractor EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevation or Elevator EMER Emergency EN Enamel EP Electrical Panel EQ Equal EQP Equipment ES Each Side EW Each Way EXH Exhaust EXiST Existing EXP Exposed EXPN Expansion EXT Exterior EXTN Extinguisher FCMU Face of Concrete Masonry Unit FD Floor Drain FE Fire Extinguisher FF Factory Finish FGWB Face of Gypsum Wallboard FH Fire Hydrant or Flat Head FIN Finish FIO Furnish & Installed by Owner FIX Fixture FLEX Flexible FLR Floor FLSH Flash or Flashing FLUOR Fluorescent FN Feminine Napkin Dispenser FND Foundation/ Feminine Napkin Disposal Unit FOB Face of Brick FOC Face of Concrete or Face of Column FOIC Furnished by Owner; Installed by Contractor FOM Face of Masonry FOS Face of Stud FOSH Face of Sheathing FP Fire Proofing FT Feet or Foot FTG Footing FUR Furred or Furring GD Glove Dispenser GWB Gypsum Wall Board. HBD Hardboard HDR Header HDW Hardware HGT Height HM Hollow Metal HORZ Horizontal HP High Point HR Hour HSS Hollow structural steel HT Height HVAC Heating /Ventilating /Air Conditioning iBC International. Building Code ID Inside Diameter INCL Including INSUL Insulation INT Interior INV Invert iRC International Residential Code JT JOINT KO Knockout KP Kickplate KS Knee Space KSI Kips per Square inch L Length of Span /StructuralAngle Light /Locking LAUN Laundry LB Pound or Lag Bolt LBL Label LBS Pounds LE Latex. Enamel LF Linear Foot LH Left Hand LL Live Load LP Light Proof, Low Point or Light Pole LT Light LTWT Light Weight MACH Machine MAN Manual MAT Material. MAX Maximum MB Machine Bolt MBR Member M/E Mechanical/ Electrical MEAS Measure MECH Mechanical MEMB Membrane M/E/P Mechanical/ Electrical/ Plumbing MFG Manufacturing MFR Manufacturer MIN Minimum MISC Miscellaneous MOD Modular MOIST.B Moisture Barrier MOV Movable MTD Mounted MTG Mounting MTL Metal MULL Mullion MWK Millwork N North NIC Not in Contract NO Number NOM Nominal NTS Not to Scale 0/ Over OA Overall oC On Center OH Overhead OPG Opening OPH Opposite Hand OPP Opposite OS Outside P Power PAV Paving PAR Parallel PART Partition or Partial PB Plaster Base PBD Particle Board. PCC Precast Concrete PKG Parking or Package PL Property Line or Panel PLAM Plastic Laminate PLAS Plastic PLY Plywood PR Pair PREC Precast PROJ Project PSF Pounds /Square Foot PSI Pounds /Square Inch PT Painted) /Pressure Treated PTD Paper Towel Dispenser PVC Polyvinyl Chloride PW Plywood QTY Quantity R Radius or Riser RA • Return Air RB Rubber Base RC Resilient Channel RCP Reflected Ceiling Plan RD Roof Drain REINF Reinforcing REL Relocate REQ or REQD Required RESIL Resilient RETG Retaining RFG . Roofing RH Right Hand RECEPT Reception RECPT Receptacle RECT Rectangular REF Reference REFL Reflected REFR Refrigerator REQ or REQD Required RL Rain Leader RM Room RO Rough Opening ROW Right -of -Way S South /Security device /Sign SC Solid Core y SCHED Schedule SD Soap Dispenser or Storm Drain SECT Section SHLVS Shelves SHT Sheet SHTHG Sheathing SIM Similar S &L Stain and Lacquer SM Sheet Metal SOG Slab on Grade SPECD Specified SPECS Specifications SQ Square SS Stainless Steel SSC Sound system control SSD See Structural Drawings SSL Stain & Seal (See specifications) ST Stain STD Standard STG Storage STL Steel STRUCT Structural SUSP Suspended SV Sheet Vinyl SVC Sheet Vinyl Cove SYM Symmetrical/ Symmetry SYS System W West W/ With WB Wood Base WC Water Closet WD Wood WDW Window WG Wired Glass WGT Weight W/O Without WP Waterproof WR Water Resistant WS Web Stiffener WSCT Wainscot WT Weight WWF Welded Wire Fabric VWC Vinyl Wall Covering T Tread or Top TC Top of Curb TEL Telephone T &G Tongue and Groove TH Thermostat THK Thick TO Top of TOA Top of Accessory TOB Top of Beam TOC Top of Concrete or Top of Column TOF Top of Fixture TOPL Top of Plate TOR Top of Rim TOS Top of Slab TOST Top of Seat TOW Top of Wall TP. Top of Pavement TPD Toilet Paper Dispenser TRANSP Transparent TRANSV Transverse TR &S Trowel and Seal TS Tube Steel TSCD Toilet Seat Cover Dispenser TYP Typical UNF Unfinished UNO Unless Noted Otherwise UON Unless Otherwise Noted UR Urinal UV Unit Ventillator V Video VAT Vinyl Asbestos Tile VB Vapor Barrier VCT Vinyl Composition Tile VERT Vertical VEST Vestibule VIF Verify in Field VIN Vinyl VOL Volume VWC Vinyl Wall Covering Intr '*T RATIONAL INSPECTION BY 7' E NQ COUNTY HEALTH ,, :T'MENT IS REQUIRED PRIOR TO OPE.ATION. APPLICANT PLAN SET IS REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION. SHALL BE OUT HEALTH TMENT APPROVAL Ught Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360 - 825.7100 f: 360- 825 -4512 www.LightArchitectureandDesign.co 10104 REGIST CHIT AMES R. STATE OF ED CT Li HINGTON Appligint APPROVED SUBJECT TO ORDINANCE 'MY 2 5 2014 Public By CLIENT: (4'14C110 ftPp freshmexicaneriii WESTFIELD MALL AT SOUTHCENTE SPACE 256 971 SOUTHCENT TUKWILLA, WA 98188 TENNANT IMPROVEME T a PHASE: HD SUBMITTAL SUBMITTAL DATE: 4/16/2012 DRAWING SCALE: DRAWING MAY BE REDUCED KEYPLAN: Scat-tie ty '01'5 SRrz,z. 1,r- NOTES: COVER SHEE INDEX cITYR OIi:'tl uKW FT MAY 252012 PERMIT CENTER G1.O ALL MATERIAL HEREIN CONSTRUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED. PUBLISHED. DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011 L.) b 0=5. 1kP EQUIPMENT SCHEDULE 1 DESCRIPTION MFR /SERIAL QTY. HDWxD AMPS VOLT. HOOKUP REMARKS 1 GREASE INTERCEPTOR WATTS / WD -L 1 14" X 33" X - 55" 100 DINING C / Si 50 GALLON PER MINUTE CAPACITY 2 POINT OF SALE WILLPOS / ST -A10 1(+1) ACT /GB FF /L 12' -6" UNO SUPPLIED BY TECHNIC POS / MUCHO B. - CONFIRM WITH OWNER QUANTITY DINING 6i �J 'U w ^: 7:"Vfi"Pl, ' "..." ` _.. 4 . � �ED MURC1iA RISER LiEl�T N HATCO GR W -1 SGD HA / Fi 1 23 1/2" X " 23" X 16" 11.1 120 ACT /GB FF /L };, SMOOFTHIANINI RRESS STAR / GR14B 1 33" X 19 5/8" X 24 5/8" 15 120 FRP /SS ALUMINUM GRID SURFACE 5'' CR MED # A I�I�REab� S TAR / 1 36" X 19 �� 5/ 24 3/4" 15 120 5 -15P ALUMINUM GRILL SURFACE 3AI I , r ,, ,c , pig•i O CUSTOM 1 40 3/8" X48 3/8" X 34" 9.5 120 HARDWIRED PROVIDE ELEC JUNCTION ® 24" AFF ITEAWABITIME111 CUSTOM 1 35 ".X 60" X 32" 1925 208 HARDWIRED PROVIDE 1 1/2" DIA DRAIN LINE 8 TORTILLA SORTING RACK CUSTOM 1 12" X 16"X 18" - CUSTOM MADE SORTING RACK 9 RF;� 1119(WRI 1 TOO TRUE / T -12G 1 83 3/8" X 39 1/2 "X31 1/8" 9.8 115 5-15P X1,0 UI'ID;E'I "rota R I EFR a g alt TRUE / TUC -27 D2 1 36" X 27 5/8" X 31 1/8" 3.9 115 5 -15P 2- DRAWER MODEL - ADA COMPLIANT 11 1LWe 'I:R NORLAKE / FAST -TRAK NAWA5ORLO- #BYH 1 115 HARDWIRED R -22 REFRIGERANT 11 je' i! NORLAKE / FAST TRAK LAWD75RL4- #BYH 1 208 HARDWIRED R-404A REFRIGERANT 13 NOT USED • - - - 14' Wk••RMERN= DRAWER,- SHAAM / 500 -3DN 2 26 1/8" X 16 1/2" X 30" 8.5 (HIGH SETTING) 125 5 -15P 3- DRAWER MODEL A5 HALF=SIZ ^E =CCNVEOTI WOVEN BLODGETT / CTB 1 27 208 / 1P HARDWIRED 3 PHASE CONNECTION IS OPTIONAL It, RA ft, IANT" CHARBR0ILER STAR / 8124RCB 1 18" X 24" X 30 5/8" - - 3/4" NPT REGULATOR INCLUDED IN UNIT 80,000 BTU 1.7 JiaFF+I LLATE4 BURNER" STAR / 802H 1 - - 3/4" NPT 60,000 BTU 1,8, R�E lb k effi i'R TRUE / TRCB -52 1 25 3/8" X 51 7/8" X 33 1/8" 8.1 115 5 -15P 19 RICE COOKER ZOJIRUSHI / NYC -36 2 13 1/2" X 17 3/8 "X15 1/4" 11 120 5 -15P 20 FOOD PROCESSOR WARING / FP2200 1 26 1 /2" X 10 1 /2" X 12" 5.6 120 5 -15P 21 EXHAUST HOOD CAPTIVE AIRE / ND -2 1 HARDWIRED CONTACT CITY OF TUKWILLA FOR EXHAUST REQUIREMENTS 22 DROP -IN HAND SINK TARRISON / D1 -14 1 5" X 14" X 10" - - NO FIXTURE IS INCLUDED 23 WALL MOUNTED HAND $INK TARRISON / HSF -14 1 5" X 14" X 10" - - FIXTURE IS INCLUDED `� 4. ° MR- ARTM+ENII ICI � �I RAIN BOAR_ TARRISON / PS3-18 1 36" X 60" X 24 - - NO FIXTURE IS INCLUDED AT CONTRACTORS OPTION PROVIDE CUSTOM UNIT WITH SIMILAR SIZE AND 18" X 18" BOWL SIZE #25 SII '�z I ;L "tv> Is `°"° " , 1 � C!! AI N l'� TARRISON PS1 -24 1 47" X 27" X 271/2 - - - NO FIXTURE IS INCLUDED "26 449" r s ,,, .�... „ CRANE / $B 2424 6" X 24" X 24" 1/2" HOT / 1/2" COLD / 3" DRAIN NO FIXTURE IS INCLUDED 27 SNEEZE GUARD CUSTOM 1 - - - - POSTS BY MFR, GLASS CUSTOM BY CONTRACTOR, SEE DETAIL A /A7.0 28" HO'iWAISEI14) R BY CONTRACTOR 1 - - - - CONTRACTOR TO PROVIDE ADEQUATE HOT WATER SUPPLY TO MAINTAIN 1.20 DEG F AT MIXING FAUCET 29 DRY STORAGE SHELVING UNIT BY CONTRACTOR 5 60" HEIGHT X 18" DEPTH LENGTH VARIES _ _ STAINLESS STEEL SHELVING LOWEST SHELF SHALL BE 6" MIN ABOVE FLOOR SHELVES SHALL BE ON CASTERS 30 NOT USED - - - - - - - 31 NOT USED - - - - - - - 32 oR'OF'�'IIV "FO'OIOA'f 'VATRP' ,- WELLS / SS -4ULT 2 91/4" X 8 1/4" DIA 6.9 120 HARDWIRE IRE / '33 IC I ASM CHAMPION / U -2 0 B 25 X 24" X 40 2 / 40-6 0 SEE MFR 2 08 / 240 SEE MFR EE R HAR DWI R E 1 2 HOT / 1 /2" COLD 3/4" INDIRECT DR ELEC LOAD AND VOLTAGE IS DEPENDANT UPON T BOOSTER E INTERNAL BOOS ER VERIFY W/ MFR SPECIFICATIONS 34 STAINLESS STEEL TABLE BY CONTRACTOR 1 36" X 36" X 24" 35 CUSTOM STAINLESS STEEL SHELVING BY CONTRACTOR 16" DEEP 36 CUSTOM STAINLESS STEEL COUNTERTOP AND BACKSPLASH BY CONTRACTOR 36" AFF X 30" DEEP, SEE PLAN FOR LENGTH COUNTER TO INCLUDE INTEGRATED 4" BACKSPLASH 37 STAINLESS STEEL, SELF SUPPORTED MOVABLE SHELVING BY CONTRACTOR 3 60" X 36" X 18" LOWEST SHELF SHALL BE 6" MIN ABOVE FLOOR SHELVES SHALL. BE ON CASTERS 38 CUSTOM TAP BAR W/ DRIP PAN BY CONTRACTOR 1 STAINLESS STEEL DRIP PAN PLACED FLUSH IN CASE WORK, AND STAINLESS STEEL TAPS 39 SOFT DRINK AND ICE DISPENSOR BY SOFT DRINK DISTRIBUTOR 1 9.3 110 5 -15P, 3/8" COLD WTR, 3/8" SYRUP, 3 /4 "DR COORDINATE WITH SOFT DRINK DISTRIBUTOR 40 ICED TEA DISPENSOR BY SOFT DRINK DISTRIBUTOR 1 SEE REMARKS SEE REMARKS SEE REMARKS COORDINATE WITH SOFT DRINK DISTRIBUTOR 41 SYRUP RACK BY SOFT DRINK DISTRIBUTOR 1 3/8" SYRUP COORDINATE WITH SOFT DRINK DISTRIBUTOR, SECURE RACK TO ADJACENT WALL RESTROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER AT A TEMPERATURE FAT LEAST100 DEGREES FAHRENHEIT THROUGH A • WIXING VAL:V O ` , .E OR COMDINATIQN FAUCL`T -SELF CLOSING OR METERING FAUCE S SHALL PR01%IDE A FLOWOF WATER FORAT LEAST 15 SECONDS. DRAIN BOARDS, UTENSIL RACKS, OR TAB-RGE ENOUGH TO ACCOMMQDATEALL SOILED AND'CLEANE ITEMS SHALL BE PROVIDED FOR D NECESSARY UTENSIL HOLDING ....BEFORE CLEANING AND AFTER SANITIZING:' It is strongly recommended that hot water for the restroom hand wash`sinks be plumbed from the mai "hotwat C! er heater ...instead of using ar mstant warm und Jc type water heater unit yp er each srn WAREWASHING /DISHWASHING_ SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. • BE,AOVISED THAT THE NEW WASHINGTON STATEFOi7D:CODE REQUIRES COtiM9ERCl - ^` t AL REFRIGERA7`lO1V TO HOLD FOOD'AT 41 DEGREES' FAHRENHEI°T=(3R BELOW P! (DOWN FROM °45 :DEGREES) - yOT WATER GENERATION AiND )ISTRIBUTIQN S`! STEMS Sti'AL4 B UFFICI5NT TO MEET THE P LATER IEMANOS.T ROUG U 7 FOOD ESTABLISH1v1ElVT FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS; WALLS, WALL COVERINGS AND CEILINGS SHALL BE DESIG NED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. LUMBING SYSTEMS SHALL BE DESIGNED, ONSTRUCTED AND INSTALLED TO PE STATEAND FEDERAL LAW STATUESLICABL, REGULATIONSAND ORDI(APNANCES) LOCAL, 15' -O 7/8" AT FLOOR ®O UNDER' CUSTOM GARBAGE_ 0 IQ' ENCLOSURE SEE NTERIOF ELEVATIONS KITCHEN TRASH BIN BELOW DM COUNTER FLOOR DRAIN BELOW DINING S1)R&ti A.d In rv" ■e•• , HOT WATER TANK ABOVE MOP SINK HAND WASH SINK ABOVE ABOVE HAND WASH SINK ABOVE UNDER . OCKERS °1.6 "; TER; SUITABLE �ACILITIES.HALL Bl PR 1/IDED. FOR 1'HEORDERYSTORA'GE OF EMPLOYEECLOTHING AND OTHER ?OSSESS IOS.. PUBLIC HEALTH SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL F OD O FOO D PREPARATION AND', FOOD SERVICE EQUIPMENTSTORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS. ROOM FINISH SCHEDULE TOTAL SEATING: 28 SEATS 12 EXTERIOR 16 INTERIOR A PREOPERATIONAL INSPECTION BY THE KING COUNTY HEALTH PARTMENT IS REQUIRED PRIOR OPERATION. APPLICANT PLAN IS REQUIRED TO BE AVAILAB I E I,ITE DURING THAT INSPECTI GENERAL NOTES 1. ALL LIGHTING FIXTURES MUST BE SHEILDEDTO 2. ALL SHELVING SHALL BE ABOVE 6" MIN FRUNT FINISH FLOOR ON 3. SEE INTERIOR ELEVATIONS FOR EQUIPMENT LOCATIONS, CASEWORK DIMENSIONS AND ADDITIONAL CALL OUTS NOT SHOWN HERE ood; equipment that is certified for sanitation by in American National Standards Institute (ANSI) - ccredited certification program will comply with hefo od code equipment & utensil material, construction and design. requirements. ROUGH AN F UT GAS TRICAL FUTURE UIPMENT APPROVED SUBJECT TO ORDINANCE MAY 5 NU Pa li y. 11; Otte CHANGES SHALL HEAL EPARTMENT APPRI KITC F '1;113 Sit z.2) N LAYOUT OR PLAN SCALE: 1 /4" =147 ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR MAT. /BASE FIN. MAT. / FIN. WALLS CEILING REMARKS N E S W MAT'L FINISH HEIGHT 100 DINING C / Si WD/ST GBL GBL GBL GBL ACT /GB FF /L 12' -6" UNO 200 DINING C / ST WD / ST GBL GBL GBL GBL ACT /GB FF /L 12' -6" UNO 300 GRILL / POS C / CS RB 1 FF - FRP /SS MT /SS GBO GB 0 10'-0" UNO 400 KITCHEN C / CS RB / FF FRP FRP FRP FRP ACT FF 10' -0" ALL ACT TO HAVE SCRUBABLE SURFACE IN KITCHEN AREA FINISH SCHEDULE LEGEND ACT CS FF FRP GB GBL GBO 0 RB ST WD ACOUSTICAL CEILING TILE CONCRETE CLEAR SEALER FACTORY FINISH FIBERGLASS REINFORCED PANEL GYPSUM BOARD GYPSUM BOARD, LATEX ENAMEL PAINT GYPSUM BOARD, OIL ENAMEL PAINT\ LATEX ENAMEL PAINT OIL ENAMEL PAINT COVED RUBBER BASE COLORED STAIN WOOD Ught Architecture 27202 432nd St SE Enumclaw, WA 98022 p: 360- 825 -7100 f: 360 - 8254612 www .LightArchitectureandDesign.com 18 REGISTERED I •t JAMES R. MILL STATE OF WASHINGTON CLIENT: 0,„ moan) LN4PrtO freshrnexicang- II WESTFIELD MALL AT SOUTHCENTER SPACE 256 971 SOUTHCENTER TUKWILLA, WA 98188 TENNANT IMPROVEMENT PHASE: HD SUBMITTAL SUBMITTAL DATE: 4/16/2012 DRAWING SCALE: INOTE: DRAWING MAY BE REDUCE/ 0 1' 2' 4' 8' DRAWING MAY BE REDUCED KEYPLAN: NOTES: FLOOR PLAN KITCHEN LAYOUT A3.OK ALL MATERIAL HEREIN CONSTRUES THE ORIGINAL WORK OF THE ARCHITECT AND MAY NOT BE USED PUBLISHED, DISCLOSED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT COPYWRIGHT LIGHT ARCHITECTURE & JAMES MILL ARCHITECT 2011