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Permit D08-046 - WESTFIELD SOUTHCENTER MALL - EMERALD CITY SMOOTHIE - TENANT IMPROVEMENT
EMERALD CITY SMOOTHIE 728 SOUTHCENTER MALL D08 -046 Design Occupant Load: 21 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -046 Occupant /Tenant: EMERALD CITY SMOOTHIE Building Address: 728 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RESTAURANT Occupancy Group/Division: B Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y BUILDING • FFICIAL DA E THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 728 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: EMERALD CITY SMOOTHIE Address: 728 SOUTHCENTER MALL , TUKWILA WA Cityf Tukwila • Department of Community Development 6300 Southcenl:er Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43] -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD . LOS ANGELES CA 90025 Phone: DEVELOPMENT PERMIT Contact Person: Name: MICHELLE LESZCYNSKI- SUE GENTRY INTERIOR DESIGN Address: 12610 NE 104 ST , IURKLAND WA 98033 Phone: 425 - 827 -3438 Contractor: Name: ALTERED ESTATES Address: 816 6TH ST SE , AUBURN WA 98002 Phone: 253 - 939 -6668 Contractor License No: ALTEREIO26MA DESCRIPTION OF WORK: RESTAURANT TENANT IMPROVEMENT IN NEW MALL SPACE doc: IBC -10/06 * *continued on next page ** Permit Number: D08 - 046 Issue Date: 03/10/2008 Permit Expires On: 09/06/2008 Expiration Date: 01/08/2010 Value of Construction: $140,000.00 Fees Collected: $2,575.20 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0008 D08 -046 Printed: 03 -10 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City olliTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: DO8 - 046 Issue Date: 03/10/2008 Permit Expires On: 09/06/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 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 lime: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: Signature: Print Name: doc: IBC - 10/06 N MPS 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 . ermit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the /- rformance of work. jy - uthgxized to sign and obtain this development permit. Date: Date: C3id /der This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -046 Printed: 03 -10 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 728 SOUTHCENTER MALL TUKW EMERALD CITY SMOOTHIE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -046 ISSUED 01/29/2008 03/10/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296 - 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 9: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 10: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D08 -046 Printed: 03 -10 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: 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) 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 24: 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) 25: 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) 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: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) doc: Cond -10/06 D08 -046 Printed: 03 -10 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us 29: Aisles leading to required exits shall be provided from all portions of the building and. the required width of the aisles shall be unobstructed. (IFC 1013.4) 30: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 31: 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) 32: 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 sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 34: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 35: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 37: 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. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -046 Printed: 03 -10 -2008 0 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these condition:; and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: _ ,_ Date: 0 /,ale� Print Name: _)Ol Yvl S I- k V K doc: Cond -10/06 D08 -046 ordinances governing or local laws regulating Printed: 03 -10 -2008 SITE kOCATION CITY OF TUKW1 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 blip_ '.•u.it',ci. tukx•ii: i_tru. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: (p3(® 1 Z Oho I 0 Site Address: 7Zl3 SOUTH °(„ALNTre.... /'►'1dLL_ Suite Number: 14 BO Floor: 1 Tenant Name: 1Z1'Y1SA.1i C iI SrrC h fl-%I F _ New Tenant: ....Yes ❑ ..No Property Owners Name: W FEST 1 I LLS sCIJTI- �G�NTF _ LLC Mailing Address f l tp 01 la i. -S 1^11 R- )3L NI D i let" FLCOIE_ LQ4 Ca LES C.(i 90 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Building Permit No. DO R-0 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. 1 � 027 or of ce use onl Name: ""*.) Col ENT'1 ItJT E IT,OO2Z a fE6 Lee iJ IAJC, Day Telephone: Lt T6 - eSZ'] 1',N3 Mailing Address: 1 2. 1 • I O N E. 1c)4 fi r1 ST 141 RJ .4t J4 b 98003 City Fax Numbers -I Zb - E3ZZ� E -Mail Address: tee - �Sj d i r'. ►L• , ( I.%— GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) State Zip Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Iltecord Company Name: IE. U 1E-N1 Ty 1 tv T F.d t bY y/ N 1 N. e__ Mailing Address: I2 Ca 1 O N l 04 ' r te S.T e180 City State Zip Contact Person: l�N E`.LL� 1JSC. 1 Day Telephone: '7.g" 'S7-1 - i a4K E -Mail Address: n.,; 6.4.11, V € ) �, ( 4 ; , C 0 w. Fax Number: 0126 IS — 35 — ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:1Applientions\Fanns- Applications On Line\3 -2000, - Permit Application :doe Revised: 9-2006 Page 1 of 6 bh BUILDING PERMIT INFURIATION - 206 - 431 -3670 Q: \Applications\Forms- Applications On Line\3 -2006 - Pennit Application.doc Revised: 9 -2006 bh • Valuation of Project (contractor's bid price): $ 1 14 �,� Existing Building Valuation: $ Scope of Work (please provide detailed information): STC7Q�e..rg-Or1T Kink) STgt 1►.�"1 - -�I� �c £ �? - - 1 -r�cL� C w B ( ► I-1 l�l G S ��t' ki F �-- ' g ->,.,1 , E.._e LX) o -g- , >4-1 TcL.k elq, r_5,u 1 pm F N r I Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC P Floor 2 n11 Floor r Floor Floors thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFURIATION - 206 - 431 -3670 Q: \Applications\Forms- Applications On Line\3 -2006 - Pennit Application.doc Revised: 9 -2006 bh • Valuation of Project (contractor's bid price): $ 1 14 �,� Existing Building Valuation: $ Scope of Work (please provide detailed information): STC7Q�e..rg-Or1T Kink) STgt 1►.�"1 - -�I� �c £ �? - - 1 -r�cL� C w B ( ► I-1 l�l G S ��t' ki F �-- ' g ->,.,1 , E.._e LX) o -g- , >4-1 TcL.k elq, r_5,u 1 pm F N r I Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 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 ,• ; NER OR A ' HORI D AGENT: Date: 4 5 r A , / ` ) / <D C 6 Day Telephone: 1--42 Mailing Address: 1 7 -rh � r fin) \)`--)( City State Zip Signature: Print Name: YV► tnkl L A i P 611- I Date Application Accepted: Date Application Expires: - 7- ) qr- -0 a Staff Initials: uz I Q:\Application, \Fors- Applications On Line\3 -2006 - Permit Appltcation.doc Revised: 9-200( bh Page 6 of 6 Receipt No.: R08 -00671 Payee: ECS SOUTHCENTER ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3009 1,593.97 000/322.100 000/345.830 000/386.904 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -046 Address: 728 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/29/2008 Applicant: EMERALD CITY SMOOTHIE Issue Date: Initials: WER Payment Date: 03/10/2008 11:03 AM User ID: 1655 Balance: $0.00 Account Code Current Pmts 1,558.00 31.47 4.50 Total: $1,593.97 Payment Amount: $1,593.97 9671 03/10 9710 TOTAL 1593.97 doc: Receipt -06 Printed: 03 -10 -2008 Receipt No.: R08 -00255 Initials: WER User ID: 1655 Payee: ECS SOUTHCENTER LLC ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -046 Address: 728 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/29/2008 Applicant: EMERALD CITY SMOOTHIE Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 3007 981.23 Account Code Current Pmts 000/345.830 981.23 Total: $981.23 • Payment Amount: $981.23 Payment Date: 01/29/2008 04:19 PM Balance: $1,593.97 7861 01/30 9710 TOTAL 981.23 doc: Receiot -06 Printed: 01 -29 -2008 Project: �/ I ` Type of Inspection: r Address: Tail mit Date Called: Special Instructions: Date Wanted: 2 / q _ ob Requester: Phone No: ti INSPECTION RECORD P0(5-0% Retain a copy with permit III INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION " 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r : hA 1 C i ,' J'-, , Inspector: 0_ Date: ?■ (7 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: / rr ("0 / ('i 5110914,.6. Type of Inspection K~ Address: 72.-V M411 Date Called: Special Instructions: Date Wanted: 7' 1�� 'I a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 17'— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: pi/ 0 5/ k /5frP Inspector: 'Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project ter \c� CA .c• Type of Inspection: COVIN �� Address: '77 7.; N.°\\ Date Called: Special Instructions: Date Wanted: — 1 . Clc a.m. p.m. Requester: Phone No: -y Z�3_�\� - oz G_ %- e 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4° ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 lid Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: \Atka % Inspecto ` Date: - O 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro (� Type of Inspection: Pg\rSek.0 Address: --77e) rvi A (( Date Called: Special Instructions: Date Wanted: - e 7 - o . . Requester: Phone No: 7 - 5 3 -OZ If INSPECTION RECORD 6 � copy Retain a co with permit �G3 �� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: Q (c Inspector: 7 - - Date: 5 ^Z 7 C/ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: ..�- _,..,�... . _. .,;.G..1, .. :2....,.,k Project: A/1 / - rh Type of Ins ection: 6Y?.:.?- Date Called: Address: - 72g) /hg 7/ Special Instructions: . Date Wanted: 8/ a. m. 0 Requester: Phone No: ti PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f"` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 Inspector: Date: El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: ec>nofAitc( .--/ 7 Type of Inspection: Addre ss: p 72.E !71 Date Called: Special Instructions: Date Wanted: Requester: Phone No 253- 3/5 -0zy2_- 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7/ OI ArJ 4' 40 a / 11 fo al" r44,4 �nv� (a j aar G.k) R Inspector: (-) Date: 55 /UV D $58.00 INSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: ...e s 7ifaaes ilk • _.erSs +. _...a • // Project ��� ` ^ �p C CJ /7 Type of Inspection: 1 �i✓ Address: © 72 01 / 1 1 Date Called: Special Instructions: Date Wanted: L /,_ / 7 QU / � m� (p .m. Reque { ter: .� Phone No: 253 3/S - V2- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4100 i /0e 14h05 _ 7 )P L/" Inspecto Da / 7 —O/ AO REINSPECTION FEE EQUII ED. Prior to inspection. fee must be id at 6300 Southcenter B d.. Sui a 100. Call the schedule reinspection. eipt No.: Date: �2 . _ _.. . • .. • _ . • rte. _..:.�v:.� •b's._ mldts.+ir a... • • 3► " , 99`Ld ' Ir r_.. • . - . ...;L�1tili Project: Type of Inspection: Address: — 72_. A A it Date Called: Instructions: Date Wanted: a Pe Special Requester: Phone No: 2-S 3-- 3 t �- v 2 Y 2- INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Lc.I9 //S — d.gs*.A/6 - x•ve, Inspec Re eipt No.: Date .00 REINSPECTIOF1 FEE QUIRED. Prior o inspection. fee um st be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Date: el �� -��S --• • -- ..J�.I.Y :a:"...�. - - -+:. '.. .1rie Babb i._ er •i--- - le __ • .82G1 Project: b G , . 5141 00 e Type of Inspection: T e Z d at L. Address: 7 7 is3 Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: kr Sprinklers: Fire Alarm: Y , _ Hood & Duct: IJ Monitor: G urr, (tAO Pre -Fire: iLi Permits: A) Occupancy Type: iv-- _ . INSPECTION NUMBER .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 I I Corrections required prior to approval. COMMENTS: Jr at;hJbk Inspector: 3--, V Date: 7/ ( 4, Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: 11 [L, Type of inspection: Address: 7 a o . .. Suite #: G� L ; Contact Person: Special Instructions: - 1 Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: • . Pre -Fire: Permits: Occupancy Type: ,_i[; +!�?:s.���..Mt'.4ii+l� �ti! k-`! �-:,' 1•- ?R: wV. �Sf% ii..C:'_ a* k' dtin::E ; !: �ti► l�.' ��. M7L= seY,' i1�. 1+ .: v?:�+td!�lYgn'�^c�!:= 1�IK6e:+4C ;mil.. 4• <'!S+1'ii.'3 �1�' tl��i +:fal.�ilx��!KM�°'+.'.��'%- $!�'. '' 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 V A pproved per applicable Odes. Word /Inspection Record Forrn.Doc 1/13/06 -©0 7 l _-0Y6 Corrections required prior to approval. COMMENTS: itAie/4 1 Inspector: s-/r Date: 7 / /J6� 8 Hrs.. • n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: e j,.\ P gl i d c . 5 E ,, ,, o t-L ,"‹ Type of Inspecti n: 3 e -rApAL \ rPi Address: --7„1_ g s'. c . Suite #: - L Contact Person : 6P pt-id Special Instructions: Monitor: Phone No.: .2& SAS`. C3a Needs Shift Inspection: Sprinklers: - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • 22.2:L202,n „AAA A tit... +€+1.:11' :` • •ieli'�K +_�•�� 1L� F INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT oS -. Do' - o 'f4 OS s . enc. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 [A-Approved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. COMMENTS: ,s - r,v o . Inspector: F Date: / A.),3 Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project: Aitetu t, CINT144,A, 0141* Type Q of In Address: 'T2€ 4 , e , (Unit, Suite #: Contact Person: - P24 2 -0(1 3 Special Instructions: Phone No.: 2 - 3IS;- 02 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT d h-- S - o 4-16 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 ri Corrections required prior to approval. COMMENTS: -- 014 - t -- D e o �It . — hi 5 AS - VA.LitA5 Q4bov3t,A r P, 6 Aim N G t' 14(4 , 1) C,c ft--, c M 11--ETA PLAT uloo D Inspector: tAkue4 / $ /y Date: 5. 5 . • of Hrs.: rs.. / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call,to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: ..-- Ef24 ..,..,, ,E- Type of Inspection: j � ro//V¢ / Fr2 Address: --7_ 78., Suite #: S vet ea, Contact Person: ..,,i e �,/? ,-r JrJ Special Instructions: Occupancy Type: Phone No.: 47c 60y_ 6340/ "i? 5 VP/ 7 61 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 rg -Approved per applicable codes. COMMENTS: XIF. /A/5PEz /ow cL. Inspector: /6 Date: VI-7516Y Hrs.: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS n Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: • 4v.'betryi� /ydva 1(-- X 4 , , ,1 ' 7 / PIA e ,OS ps Zr Fire Alarm: e di T'144 1 zos pi r Contact Person: ee 0 -� `i (,orver"A.D.';z° - zqq- Tit* F -- / 6 7 grgilEa Special Instructions: Phone No.: u 7 5 44 / - 9 Sa 5 5 r ►� k lam,. - -- brevi4 l- • • '4 -J • - v+.. v,..:.. -- wf•rfr+f4/4.- Ar Dd., • - , - L. i.- G J4 - ygo 4-0 +?7 4 , 4 /2 1 o . e p L dt. e l €Gkle...4i GO of ( Q d'c& -- pot nect Y o A-;i 6". • 64 mi.... 4k epp r k l at j oP' !_ `5 a r a a., d� nv a eugic- - c a c ^ I 4 7r / 5-K ® a 4,e, 14 p t i�� 74 . py I, 1 ! 44" Q G ov a. 7 1-0.,-4 r 2 A ...- 1 NI 4 7 i-n O. awe. 4 i o p 6? , ... k. l e Y .-0 J S r 1r5Y0 (Plea. - -- NP•el Ccx SIAed4- Ocn pry tn)asd "''- fk : spyp q °i Project: d C /7 4v.'betryi� Type of II ection: % /.Q 1 nl L 2 Fire Alarm: Address: 7. ZS 5.c - w Suite #: Contact Person: ee 0 -� `i (,orver"A.D.';z° - zqq- Tit* { -GoLt -c Cetrt.., Special Instructions: Phone No.: u 7 5 44 / - 9 4 -i° fa Needs Shift Inspection: ' Sprinklers: - Fire Alarm: Hood & Duct: • Monitor: Pre -Fire: Permits: Occupancy Type: GD INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT r 5 -096 b? _owb.¢Y: • • PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa: 98188 206- 575 -4407 I I Approved per applicable codes. — Corrections required prior to approval. � v e,,, o a-e 6- a da 4 Q 4 4' l (7jW C Inspector: ] N 51O Date: /'E 514 g Hrs.: / rs.. ri $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC75742 -REV. Permit Number: D08 -046 Job Number: 08 -0256 Project: Emerald City Smoothie Address: 728 Southcenter Mall, Tukwila Inspector: Davion Walker Client: Altered Estates, Inc. Address: 816 6th Street SE, Auburn Date: 4/9/2008 Description /Location: On site for visual inspection of concrete placement of slab section on southeast side of unit. Rebar dowels were epoxy- grouted on 4/8/2008, verified by Marcus Matthews. Grade: Mfg: Resteel Verified: N/A Supplier: Mix Number: Slump Spec: W/C Ratio Spec: .60 Air Spec: 3% Total Yards: 2 Placed Via: Chute Consolidated: No Required Strength (psi): 3000 Sampling and Testing Data Time Cublct - ASTM C 172, C 31 =' Made Yards Cast Samples: 1 -4 11:00 am 6.00 Weather: Sunny Date Samples Picked Up: Specimen Number 1 2 3 4 = Discarded Copies to: Client ❑ Contractor Architect © Building Dept ❑ Engineer ❑ Batch Plant Placement; Data Test Date 4/16/08 5/7/08 5/7/08 5/7/08 Cascade Mobile Con Design j Actual .0 ',? Batch Weights /Cubic =Yard Cement (lbs/type): 470# Fine Agg. (lbs): 1541# Coarse Agg. (lbs/size): 1650# 1/2" Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): 34 gal. Admixtures (specify): Water Added 0 gal. Slump Range: Slump C 143 4/10/2008 Initial Curing Method: Excluding ASTM C31-12.1.5 Initial Curing Temp: Excluding ASTM C31-10.1.2 .:.. .•. Comments Concrete was not properly consolidated and batch weights were not provided on site. Fax of batch weights was received on 4/16/2008. Note: Conforms pending Engineer approval of materials placed and lack of consolidation. Received via fax, memo by Sue Genty of Sue Genty Interior Design Inc. finding no exceptions to this concrete placement as described. REINFORCING / PLACEMENT: Conforms 15 Does Not Conform ❑ COMPRESSIVE TEST RESULTS Field Age Size Area Weight Max Load Strength Fracture Type Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 7 4 x 8 12.55 8.77 63,240 5040 28 4 x 8 12.56 8.72 89,640 7140 28 4 x 8 12.56 8.74 91,360 7270 28 4 x 8 12.56 8.72 89,630 7140 Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ ASTMC1231 Technical Responsibility: Air % Conc:Temp Ambient Truck C; 231 C 1064 Temp', 1 No. -% 59 °F 51 °F 1 Air % Range: u Slag (Ibs): Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 0 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 71934 - Amended Description: Epoxy Project: Emerald City Smoothie Permit Number: D08 -046 Address: 728 Southcenter Mall, Tukwila Job Number: 08 -0256 Client: Altered Estates, Inc Client Address: 816 6 St SE, Auburn Inspector and Date Marcus Matthews 4/8/2008 6/9/2008 Remarks On site to verify installation of #4 rebar at 24" on center with 5" embedment. (30) Total bars were installed at the southeast end of store going thru existing slab. Epoxy used was Simpson Set Pac -EZ with an expiration date of 9/30/2009, ICC -1772. Epoxy was done prior to arrival. Conformance N /A. Requires Engineer's review and instructions. Note from office of Otto Rosenau & Associates, Inc.: Received faxed memo by Sue Genty of Sue Genty Interior Design Inc. finding no exceptions to the above described epoxy application. This report now conforms. Copies to: X Client Contractor X Architect X Building Dept. Technical Responsibility: Engineer Je ff Rabe, Project Manager Thls report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC75742 Permit Number: D08 -046 Job Number: 08 -0256 Project: Emerald City Smoothie Address: 728 Southcenter Mall, Tukwila Inspector: Davion Walker • Description /Location: On site for visual inspection of concrete placement of slab section on southeast side of unit. Rebar dowels were epoxy - grouted on 4/8/2008, verified by Marcus Matthews. Resteel Verified: N/A Grade: Mfg: Supplier: Mix Number: Slump Spec: W/C Ratio Spec: .60 Air Spec: 3% Total Yards: 2 Placed Via: Chute Consolidated: No Required Strength (psi): 3000 $ mpliti'g and T es t ing Data Time Cubic :Water Slump Air % Conc Temp Ambient Truck ASTM:c 17.2, C 31, Made Yards Added C143 C 231 C1064 : Cast Samples: 1-4 11:00 am 6.00 0 gal. Weather: Sunny Date Samples Picked Up: Slump Range: 4/10/2008 Initial Curing Method: ExcudhgASTMC31- 12.1.5 Concrete was not properly consolidated and batch weights were not provided on site. Fax of batch weights was received on 4/16/2008. Note: Conforms pending Engineer approval of materials placed and lack of consolidation. REINFORCING / PLACEMENT: Conforms Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Number 1 2 3 Placement Data::• .= Cascade Mobile Con Test Field Date Cure 4/16/08 5/7/08 5/7/08 5/7/08 Copies to: Client ❑ Contractor Architect 5 Building Dept ❑ Engineer ❑ Batch Plant Design :n Cement (Ibs /type): Fine Agg. (Ibs): Coarse Agg. (lbs /size): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Fly Ash (ibs): Water (Ibs or gal): Admixtures (specify): 4 • = Discarded Tested in general accordance to: ASTMC39 U ASTMC617 ❑ ASTMC1231 Comments Age Size Area Weight Max Load Strength Fracture Type (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 7 4 x 8 12.55 8.77 63,240 5040 28 4 x 8 12.56 8.72 89,640 7140 28 4 x 8 12.56 8.74 91,360 7270 28 4 x 8 12.56 8.72 89,630 7140 Technical Responsibility: Client: Altered Estates, Inc. Address: 816 6th Street SE, Auburn Date: 4/9/2008 Actual .❑: : :Batch Weights /Cubic.Yard 470# 1541# 1650# 1/2" 34 gal. 59 °F 51 °F 1 5 Slag (Ibs): Jeff Rabe, Project Manager Air % Range: Initial Curing Temp: Excluding ASTM C31- 10.1.2 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - 888 - OTTO - - US - Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) ' icke Page 1 of 1 OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 08 -0256 Project: Emerald City Smoothie Address: 728 Southcenter Mall, Tukwila Inspector: Davion Walker Placement Data Supplier: Cascade Mobile Con Mix Number: Slump Spec: W/C Ratio Spec: .60 Air Spec: 3% Total Yards: 2 Placed Via: Chute Consolidated: No Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Specimen Number 1 2 3 4 • = Discarded Copies to: Client ❑ Contractor Architect tg Building Dept ❑ Engineer ❑ Batch Plant Test Date 4/16/08 5/7/08 5/7/08 5/7/08 CONCRETE REPORT Report Number: RC75742 Permit Number: D08 -046 Description /Location: On site for visual inspection of concrete placement of slab section on southeast side of unit. Rebar dowels were epoxy- grouted on 4/8/2008, verified by Marcus Matthews. Resteel Verified: N/A Grade: Mfg: Design in Actual [] Batch Weights /Cubic Yard Cement (lbs/type): 470# Fine Agg. (lbs): 1541# Coarse Agg. (Ibs /size): 1650# 1/2" Slag (lbs): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Fly Ash (lbs): Water (Ibs or gal): 34 gal. Admixtures (specify): Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket Made Yards Added C 143 C 231 C 1064 Temp No. No. 11:00 am 6.00 0 gal. -" -% 59 °F 51°F 1 Weather: Sunny Slump Range: Air % Range: Date Samples Picked Up: 4/10/2008 Initial Curing Method: Excluding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments Concrete was not properly consolidated and batch weights were not provided on site. Fax of batch weights was received on 4/16/2008. Field Age Size Area Weight Max Load Strength Fracture Type Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 7 4 x 8 12.55 8.77 63,240 5040 28 4 x 8 12.56 8.72 89,640 7140 28 4 x 8 12.56 8.74 91,360 7270 28 4 x 8 12.56 8.72 89,630 7140 Tested in general accordance to: ASTMC39 p ASTMC617 ❑ ASTMC1231 REINFORCING / PLACEMENT: Conforms ❑ Does Not Conform COMPRESSIVE TEST RESULTS Technical Responsibility: Client: Altered Estates, Inc. Address: 816 6th Street SE, Auburn Date: 4/9/2008 RECEIVED MAY 22 2008 COMMUNITY DEVELOPMENT Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 85665 Description: Structural Steel Erection CONSTRUCTION INSPECTION REPORT Project: Emerald City Smoothie Permit Number: D08-046 Address: 728 Southcenter Mall, Tukwila Job Number: 08 -0256 Client: Altered Estates, Inc Client Address: 816 6 St SE, Auburn Inspector and Date Remarks Rick Hardy On site to perform visual weld inspection of structural steel erection and found the following: 4/24/2008 Store front entry: • Braces: Angle 2W x 2W x Y4" to HSS (hollow structural section) 4" x 4" columns each side at top of column to existing wide flange beams to HSS 4" x 6° header. • Base plate: Bent plate to columns, existing and new lateral bracing installed as per frame bracing details. As per Engineer of Record, Brent Maddon, directions dated 4/9/2008 from PCS Structural Solutions. All welds inspected conform to AWS D1.1 -2006. Certified WABO welder: Kerwin K. Yoshizumi W00619 expires 4/1/2009 Work inspected conforms to City of Tukwila approved plans. RECovp MAY 22 2008 DE Copies to: X Client Contractor D4g-(4. L'it X Architect X Building Dept. Technical Responsibility: Engineer Jeff Rabe, Project Manager 'S/S This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 08 -0256 Project: Emerald City Smoothie Address: 728 Southcenter Mall, Tukwila Inspector: Davion Walker Description /Location: On site for visual inspection of concrete placement of slab section on southeast side of unit. Rebar dowels were epoxy- grouted on 4/8/2008, verified by Marcus Matthews. Resteel Verified: N/A Grade: Mfg: Placement Data Design 15 Actual ❑ Batch Weights /Cubic Yard Supplier: Cascade Mobile Con Cement (Ibs/type): 470# Mix Number: Fine Agg. (Ibs): 1541# Slump Spec: Coarse Agg. (Ibs /size): 1650# 1/2" Slag (Ibs): W/C Ratio Spec: .60 Coarse Agg. (Ibs /size): Air Spec: 3% Coarse Agg. (Ibs /size): Total Yards: 2 Fly Ash (Ibs): Placed Via: Chute Water (Ibs or gal): 34 gal. Consolidated: No Admixtures (specify): Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 11:00 am 6.00 0 gal. 2. -% 59 °F 51 °F 1 Weather: Sunny Slump Range: Air % Range: Date Samples Picked Up: 4/10/2008 Initial Curing Method: Exduding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments Concrete was not properly consolidated and batch weights were not provided on site. Fax of batch weights was received on 4/16/2008. Specimen Number CONCRETE REPORT Report Number: RC75742 Permit N .er: D08 -046 REINFORCING / PLACEMENT: Conforms ❑ Does Not Conform COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 7 4 x 8 12.55 8.77 63,240 5040 1 4/16/08 = Discarded Tested in general accordance to: ASTMC39 Q ASTMC617 ❑ ASTMC1231 Copies to: Client H Contractor [] Architect 0 Building Dept ❑ Engineer ❑ Batch Plant Client: Altere• - - , Inc. Address: 816 6th Street SE, Auburn Date: 4/9/2008 Technical Responsibility: _ _ _ ` l,Yl nom ' '�n��� Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 - 2221 Form No.: ADMIN -62 -04 (Rev 09/06) WED MAY 0 6 2008 COMMUNITY DEVELOPMENT Page 1 of 1 ' OTTO ROSENAU & ASSOCIATES INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 71934 Description: Epoxy Project: Address: Client: Inspector and Date Marcus Matthews 4/8/2008 Copies to: X Client X Architect Engineer Emerald City Smoothie 728 Southcenter Mall, Tukwila Altered Estates, Inc CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: Remarks D08 -046 08 -0256 816 6` St SE, Auburn On site to verify installation of #4 rebar at 24" on center with 5" embedment. (30) Total bars were installed at the southeast end of store going thru existing slab. Epoxy used was Simpson Set Pac -EZ with an expiration date of 9/30/2009, ICC -1772. Epoxy was done prior to arrival. Conformance N /A. Requires Engineer's review and instructions. Contractor X Building Dept. Technical Responsibility: /c Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) a -i • • PLAN K EW %ROUTING SLIP ACTIVITY NUMBER: D08- 046DATE: 01 -29 -08 PROJECT NAME: EMERALD CITY SMOOTHIE SITE ADDRESS: 728 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui tr a Division Public Works MT Mil t' till AV/ Z-(0 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS R UTING: Please Route al REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Structural Review Required n t_1 Planning Division ❑ Permit Coordinator DUE DATE: 02-5-08 Not Applicable No further Review Required DATE: DUE DATE: 03-04 -08 Not Approved (attach comments) n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: [Date] I _ l 1 - o `d Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 • • Tenant Acknowledgment Letter Ern sg,dt- N a-rNf r 4.4 / a Tenant improvement permit for [tenant name], Tukwila Permit No. issued subject to the following condition: 11)O6-0 Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. is This condition is hereby acknowledged by: Title': ._/ " pia4/ Tenant Name: 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. ftsiness Declaration • Part 1 Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. 40077 Company name: Contact person at your company: -AL.) Thirv 1 Title: rO F.w,stsr .V ) 1 ° (o OW top A e Telephone: Zc5 r Mailing address: Pa . sc&.) i 5 T - - - 70 1 V l tJ W 9 cf` (n / i Type of business (What does your firm manufacture or produce ?): Number of business sites: Address of each business site 1. '?z-S �ar+1 G� ►.3T t�L rnlJ �� I i 2. 3. Use additional sheets if necessary. No. of employees at site: Part 11 Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: Site address: Contact person: Title: Telephone: 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in production areas? El Yes 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? CI Yes 1309- 1- 10 RECEIVED JAN 2 9 2008 PERMIT CENTER 3. Does your business storer mix liquid chemicals? 7 Yes --71cNo If yes, are they for resale? Yes CI No 4. Does your company use solvents or flammable substances? Yes -No If yes, do you recycle them? IJ Yes .-allo 5. Does your company process food or animal matter? Yes 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.? ri Yes 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? CI Yes 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance,equipment- washing and drum - cleaning? CI Yes 9. How many gallons of industrial wastewater does your company discharge each day? (check one) _1Vone CI Less than 5,000 gallons CI 5,000 - 25,000 gallons CI More than 25,000 gallons Thank you BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10919 SEATTLE, WA POSTAGE WILL BE PAID BY ADDRESSEE *METRO INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 821 2ND AVE AiaE VA 9? % 0198 • 11 1111111111111 111 11111111111 1 111111111111 1 1 11111111111 NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES Kind of Fixture Fixture Units No of fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 1 I._ Sink, bar or lavatory 2 8 1 8 Sink, Clinic flushing Sink, kitchen 3 2 z 120(0 Sink, other (service) 3 1.5 2_ Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential 1 Sewer Use Certification zp ,,, ,b.V CifTY • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type #,q eso 7z e TfiICJE TE(L mka- Property Street Address �U �L k) I L A . State ZIP City ICJ 1 - T =1 E1--D N t dJT .- , Owner's Name Subdivision Name Lot # V E -1 L - 8tT `h am Building Name )7 R CAr. (if applicable) (3 10) L/ 7 - �� eCo Owner's Phone Number (with Area Code) City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes Jul No 11 l• n ( GOsi -sN /ME— ae�/� . t 12- ▪ F Type of building demolished (g,€) ail. leen Sewer disconnect date Subdiv. # Property Contact Phone Number (with Area Code) Owner's Mailing Address A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 RCE 1058 (Rev 11105) g County Doe oLu o It For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # Party to be Billed (if different from owner) B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B Yellow - Local Sewer Agency Srr 1c7D 9 • G1 RCE (4 O 12O b O King County Department of Natural Resources and Parks RCE RECFJVEL JAN 2 9 2008 PERMIT GENTEn Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 -684 -1740. I certify that the information given is correct. I understafidthat the capacity charge levied will be based on this information and any deviation will require resubmission Qf,coirected data for determinatiokl of a revised capacity charge. \_ .A 1 Signature of Owner /Representative ' 1 �, • , 1 ''\ �''. f Date if • Print Name of Owner /Representative kk � � Vt L il • - White - King Pink Sewer ustomer License Information License ALTEREIO26MA Licensee Name ALTERED ESTATES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601880525 Ind. Ins. Account Id #3 Business Type CORPORATION Address 1 816 6TH ST SE Address 2 City AUBURN County KING State WA Zip 980026246 Phone 2539396668 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/1/1998 Expiration Date 1/8/2010 Suspend Date Separation Date Parent Company Previous License ALTERE *055BE Next License Associated License Business Owner Information Name Role Effective Date Expiration Date PARRIES, BRADLEY G Cancel Date 01/01/1980 Bond Amount PARRIES, TAMI J #3 01/01/1980 516043C Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 DEVELOPERS SURETY & INDEMNITY 516043C 01/05/2001 Until Cancelled $12,000.00 01/04/2002 Look Up a Contractor, Electric i or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= ALTEREIO26MA 03/10/2008 General Notes: 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2006 INTERNATIONAL BUILDING CODE AS REVISED AND ADOPTED BY THE CITY OF TUKWILA, KING COUNTY, WASHINGTON, THE ANSI CHAPTER 17 BARRIER FREE FACILITIES, WASHINGTON STATE ENERGY CODE AND ALL APPLICABLE LOCAL DOES, ORDINANCES AND STANDARDS. 2. CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT PRIOR WRITTEN APPROVAL OF THE INTERIOR DESIGNER /ARCHITECT. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND NOTIFY THE INTERIOR DESIGNER /ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 3. ALL ITEMS MARKED N.I.C. ARE NOT PART OF THIS CONTRACT UNLESS OTHERWISE NOTED. 4. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. 5. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY INTERIOR DESIGNER /ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. 6. ALL DIMENSIONS ARE TO THE FINISH FACE OR CENTERLINE OF COLUMN, OR FACE OF CONCRETE WORK, OR FACE OF GWB, UNLESS OTHERWISE NOTED. 7. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CANNOT BE RESOLVED IN THIS MANNER, CONTACT THE INTERIOR DESIGNER /ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 8. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT 15 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS, OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. 9. THERE SHALL BE NO DEVIATIONS WHAT SO EVER FROM THE CONTRACT DOCUMENTS WITHOUT THE INTERIOR DESIGNER'S /ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE INTERIOR DESIGNER /ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. 10. IF REQUIRED, A CONSTRUCTION BARRICADE SHALL BE INSTALLED BY THE CONTRACTOR, PAINTED, DETAILED, AND ILLUMINATED AS PER THE INTERIOR DESIGNERS DIRECTION. NO SIGNS OTHER THAN THOSE AUTHORIZED BY THE INTERIOR DESIGNER /ARCHITECT WILL BE PERMITTED ON THIS BARRICADE, 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 12. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND /OR SPECIFICATIONS. 13. THE CONTRACTOR SHALL SECURE PERMITS REQUIRED BY THE CITY OF TUCKWILA, WASHINGTON PRIOR TO BUILDING OCCUPATION. 14. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A (BROOM) CLEAN CONDITION AT ALL TIMES. 15. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 16. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE BUILDING AND SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED, 18. ALL OPERATION CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD OR OTHER CAUSES. 19. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO CHAPTER 25 OF THE 2006 IBC. 20. WATER RESISTANT GYPSUM BOARD SHALL BE USED IN RESTROOMS AND ALL WET AREAS. 21. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS. 22. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE 2006 IBC AND THE U.S. PRODUCT SAFETY COMMISSIONS :SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS. 23. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO THE 2006 IBC CHAPTER 10, SECTION 1011. VERIFY REQUIREMENTS WITH CITY BUILDING OFFICIAL AND INTERIOR DESIGNER /ARCHITECT PRIOR TO INSTALLATION. EXIT SIGNS SHALL BE LOCATED IN COMPLIANCE WITH SECTION 1011.1 OF THE 2006 IBC USING BLOCK LETTERS 6 INCHES IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4" AND ILLUMINATED PER SECTIONS 1011.4-1011.53, 1. EXIT SIGNS ILLUMINATION POWER SUPPLY, CURRENT SUPPLY TO ONE OF THE LAMPS FOR EXIT SIGNS SHALL BE PROVIDED BY THE PREMISES' WIRING SYSTEM. POWER TO THE OTHER LAMP SHALL BE FROM STORAGE BATTERIES OR AN ON -SITE GENERATOR SET AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE IBC SECTION 101 1 AND THE CURRENT 2006 IBC ELECTRICAL CODE CHAPTER 27. I INSIDE I 25. EXIT DOORS SHALL BE OPERABLE FROM THE NS DE W TROUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE R EFF RT EXIT DOORS I C OR O OORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. THE FORCE REQUIRED TO OPEN A SIDE SWINGING EXIT DOOR SHALL NOT EXCEED 30 POUNDS APPLIED AT THE LATCH SIDE. SECTION 1008, 2006 IBC EXCEPT THAT AT EXIT DOORS WITHIN THE ACCESSIBLE ROUTE OF TRAVEL SUCH FORCE SHALL NOT EXCEED 8.5 POUNDS. AT EXTERIOR DOORS WHERE ENVIRONMENTAL CONDITIONS REQUIRE GREATER CLOSURE PRESSURE, POWER OPERATED DOORS SHALL BE USED WITHIN THE ACCESSIBLE ROUTE OF TRAVEL. 26. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED, OR DISPENSED IN THIS OCCUPANCY EXCEPT AS PROVIDED IN NFPA STANDARD 30 AND THE CURRENT INTL. FIRE CODE. PERMIT MAY BE REQUIRED. 27. ALL DRAPES, HANGINGS, CURTAINS AND ALL OTHER DECORATIVE MATERIAL, THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE RETARDANT CONDITION BY MEANS OF A FLAME RETARDANT SOLUTION OR PROCESS APPROVED BY THE FIRE MARSHAL. PROVIDE A CERTIFICATION TO THIS EFFECT. 28. EXIT DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. 29, MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER TABLE 803.5 OF THE 2006 IBC. ALL FOAM PLASTICS SHALL COMPLY WITH THE REQUIREMENTS SPECIFIED IN CHAPTER 26 OF THE 2006 INTERNATIONAL BUILDING CODE. 30. INSTALL CLASS A FIRE EXTINGUISHERS READILY ACCESSIBLE TO ALL OCCUPANTS AS REQUIRED BY THE FIRE MARSHALL. 31. ALL SHEET METAL FASTENERS TO BE OF THE SAME MATERIAL AS SHEET METALS USED FOR FLASHING. WHERE CONNECTION OF DISSIMILAR MATERIAL OCCURS, PROVIDE ADEQUATE PROTECTION TO PREVENT DETERIORATION. THE PROTECTION SHALL INCLUDE, BUT IS NOT LIMITED TO AN INSULATION COAT OF A BITUMINOUS PAINT BETWEEN ALL DISSIMILAR METALS. 32. CONTRACTOR SHALL COMPLY WITH LIGHTING /SWITCHING REQUIREMENTS OF UEC. CONTRACTOR SHALL ALSO COMPLY WITH THE LIGHTING POWER BUDGETS SPECIFIED IN THE UEC. 33. HVAC, PLUMBING, ELECTRICAL AND FIRE ALARM /SUPPRESSION SYSTEMS ARE UNDER SEPARATE PERMITS AS BIDDER DESIGN ITEMS. 34. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH THE FIRE MARSHAL. CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED. 35. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS TO BE VERIFIED. NOTE: IF A GRID IS NOTED AS "START HERE ", IT INDICATES A PATTERN INTRINSIC TO THE NATURE OF THE FINISHED PRODUCT. NOTIFY INTERIOR DESIGNER OF CONFLICTS ARISING IN THE FIELD PRIOR TO MAKING ADJUSTMENTS. 36. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURIED PER 2006 IBC 803.9.1.1, FOR EARTHQUAKE ZONE III, AND ASTM C 635, ASTM C 0636. 37. PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES, INCLUDING IF NECESSARY FIRE HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWING TO THE FIRE MARSHALL AND INTERIOR DESIGNER /ARCHITECT FOR APPROVAL OR AS REQUIRED PER LOCAL JURISDICTION. 38. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE INTERIOR DESIGNER /ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 39. GENERAL CONTRACTOR TO CONFIRM ROOFING CONDITIONS AND WARRANTIES WITH LANDLORD PRIOR TO ANY ROOF PENETRATIONS OR WORK INTERFACE WITH EXISTING ROOFING MATERIALS OR SUBSTRATES. ANY WORK REQUIRING A CERTIFIED ROOFING SPECIALIST TO MAINTAIN THE WARRANTY ON THE EXISTING ROOF WILL BE NECESSARY. CONFIRM WITH LANDLORD. 40. GENERAL CONTRACTOR TO CONFIRM SLAB TYPE AND LOCATION OF STRUCTURAL, CONDUITS & UTILITIES PRIOR TO SAW CUTTING. Symbols: DETAIL REFERENCE DETAIL REFERENCE ENLARGED PLAN WALL SECTION BUILDING SECTION INTERIOR ELEVATION WINDOW TYPE DOOR TYPE WALL TYPE GRIDLINE DRAWING TITLE �1 0 NAME SCALE ECEI VED DEC 1 7 2007 ALDER SQUARE Project Directory: APPLICABLE CODE: PROJECT TYPE: 4g; . PROJECT ADDRESS PROJECT DESIGNER ARCHITECT OF RECORD MARCEL DESRANLEAU, AIA Project Data: D OS JOLgt) CONSTRUCTION: IBC 2006 4417 + I P: BUILDING ZONE TOTAL BUILDING GROSS SQ. FT.: TOTAL TENANT SQUARE FOOTAGE: FIRE SQ. FOOTAGE BREAK OUT: RETAIL COMM. KITCHEN OFFICE STORAGE UTILITY TOTAL OCCUPANCY: EXITS REQUIRED EXITS PROVIDED PROJECT NAME EMERALD CITY SMOOTHIE - 62 728 SOUTHCENTER MALL, SUITE #1480 TUKWILLA, WA 98188 PROPERTY OWNER WESTFIELD SOUTHCENTER LLC. 11601 WILSHIRE BLVD., 12TH FLOOR LOS ANGELES, CA 90025 310 -487 -4456 PARCEL # 6364200010 Legal Description: OLIVE GARDEN RESTAURANT -BSP TENANT DANIEL TAMBURELLI & JAMIE PARK dba: ECS SOUTHCENTER LLC. SUE GENTY 12610 NE 104TH ST. KIRKLAND, WA 98033 425 -827 -3438 PHONE 425 -822 -3525 FAX 206 - 550 -3082 CELL SUE @SGIDINC.COM 8V,9:: GSF 21 PERSONS 1 FILE COPY Permit No. review approval is subject to errors s o ns. Piar � � Approval of construction menu Q . Rem ;tt or the violation of any adopted ►d , � �,. ( - . w is acknowledged of approved Fie Copy SY Date: City of Tukwila BUILDING DIVISION REVISIONS ' li{ °�•':. �:..�-, of NOTE: Revisio A + v , submittal l and rrlay inciude ar <<r;. l:�i a«I . review lees. I 2006 INTERNATIONAL BUILDING CODE (IBC) TENANT IMPROVEMENT OF RETAIL SPACE B II -B - FULLY SPRINKLERED 13 M9,- BAN CENTER 231.6 SQ. FT. - 1:200 EICA -1 :11aD=116 241 SQ. FT. -1:300 =1 37.8 SQ. FT. - 1-300 = 1 1 CUSTOMER EXITS NORDSTROM SEPARATE PERMIT REQUIRED FOR: f4Mechanical al Electrical Plumbing ifGas Piping City of Tukwila BUILDING DIVISION Abbreviations: A.B. ANCHOR BOLT ACC ACCESS ACOUS ACOUSTIC(AL) A.B. ANCHOR BOLT ADJ ADJACENT AFF ABOVE FINISH FLOOR AMU AIR HANDLING UNIT AL ALUMINUM APPROX APPROXIMATELY BD BLDG BLKG B.O. BOT BS CEM CER CL CLG CLK CLOS CLR COL CONC CONT CORR CPT C.T. C.W. DBL DET D.F. DIA DISP DN DNG D.O. DR DS DW DWG DWR E EA E.F. E EL. ELEC, ELEV. EMER EQ EQPT EWC EX EXP EXT F.A. F.D. F.E. F.E.C. F.H.C. FIN. FLUOR FP FT FUR FURN BOARD BUILDING BLOCKING BY OWNER BOTTOM BUILDING STANDARD CEMENT CERAMIC CENTERLINE CEILING CAULKING CLOSET CLEAR COLUMN CONCRETE CONTINUOUS CORRIDOR CARPET CERAMIC TILE COLD WATER DOUBLE DETAIL DRINKING FOUNTAIN DIAMETER DISPENSER DOWN DINING DUPLEX OUTLET DOOR DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EACH EXHAUST FAN EAST ELEVATOR ELECTRIC ELEVATION EMERGENCY EQUIVALENT EQUIPMENT ELEC. WATER COOLER EXISTING EXPANSION EXTERIOR FIRE ALARM FLOOR DRAIN FIRE EXTINGUISHER FIRE EXT, CABINET FIRE HOSE CABINET FINISH FLUORESCENT FIRE PROOF FOOT OR FEET FURRING FURNISH (ING) EMERALD CITY SMOOTHIE SCALE: NTS GA GALV GFI GND GWB GYP H HIGH HC HOLLOW CORE HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HCD HOLD CRITICAL DIMENSION HORIZ HORIZONTAL HR HOUR HVAC HEATING, VENTILATION & AIR CONDITIONING HOT WATER HEATER HW HTR ID INCL INFO INSUL INT JAN JB JT KIT L LAM LAV LBL LBS LG LH MATL MAX MECH MED MFG MIN MISC MN M.O. MT MULL N NIC NO NOM NTS macys L! 1-1 rte• •14 GAUGE GALVANIZED GROUND FAULT INTERRUPTOR GROUND GYPSUM WALL BOARD GYPSUM INSIDE DIMENSION INCLUDE(D) (ING) INFORMATION INSULATION INTERIOR JANITOR(IAL) JUNCTION BOX OR JOCKEY BOX (EQUIP) JOINT KITCHEN LENGTH LAMINATE LAVITORY LABEL POUNDS LONG LEFT HAND MATERIAL(S) MAXIMUM MECHANICAL MEDIUM MANUFACTURER MINIMUM MISCELLANEOUS MAIN MASONRY OPENING MOUNT(ED) (ING) MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE O.C- ON CENTER O.D. OUTSIDE DIMENSION OFF OFFICE OFCI OWNER FURNISH, CONTRACTOR INSTALL OFOI OWNER FURNISHED. OWNER INSTALLED O.H. OPPOSITE HAND OPNG OPENING REVIEWED FOR CODE COMPLIANCE APPROVED FEB - 8 206 r•: "C itnastIn TENANT KEY PARTN PERIM PERP PREFAB PREFIN P -LAM PLY PNL POL PT QTY QUAD R R.A. RAD RC REFER RELOC REQ R ES REV R.H. RLG RM RR 5 S.C. SCHED SECT SHT SIM SPEC SPKR SPRK SQ SS STD STG STL STN SUSP SW T T&G TEL TEMP TH THRESH T.O. TYP U.L. U.N.O. VCT VRT VEST VOL W W/L W/O WC WCL WD WH WSCT THE Kai 3 CEPARTMEil TO OPE SET IS REQL,, PREFINISHED j 6 T° f t , r PLASTIC LAMINATE PLYWOOD PANEL(ING) POLISHED PAINT(ED) PARTITION PERIMETER PERPENDICULAR PREFABRICAT QUANTITY QUADRAPLEX RISER RETURN AIR RADIUS REFLECTED CLG PLAN REFRIGERATOR RELOCATE REQUIRE(D) (MENT) RESILIENT REVISE(D) /REVISION RIGHT HAND RAILING ROOM RESTROOM SOUTH SOLID CORE SCHEDULE(D) SECTION SHEET SIMILAR SPECIFICATION (S) SPEAKER SPRINKLER (ED) SQUARE STAINLESS STEEL STANDARD STORAGE STEEL STAIN SUSPEND(ED) SWITCH TREAD TONGUE & GROOVE TELEPHONE TEMPERED THICK(NESS) THRESHOLD TOP OF TYPICAL UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VESTIBU LE VOLUME WIDE WITH WITHOUT WALL COVERING WATER CLOSET WOOD WATER HEATER WAINSCOT FUTURE RETAIL JCPenney OPERAT1ON NORTH rY t A PRE-OPENING I a PF1 T4fka II.w DUNrf HEALTH REQUIRED PRIOR JA L:CAIIT PLAN TO 3 � WW$$ r VAILASLE THIS DRAWING AND THE INFORMATIONAL CONTENT HEREOF 15 THE CONFIDENTIAL PROPERTY OF EMERALD CITY SMOOTHIES AND 15 PROVIDED SOLELY FOR THE USE OF AUTHORIZED FRANCHISEES, THEIR AGENTS AND CONTRACTORS. RECIPIENT AGREES NOT TO REPRODUCE, COPY, USE OR TRANSMIT THIS DRAWING AND /OR ITS INFORMATIONAL CONTENT, IN WHOLE OR IN PART, OR ALLOW SUCH ACTION BY OTHERS FOR ANY PURPOSE, EXCEPT WITH THE WRITTEN PERMISSION OF EMERALD CITY SMOOTHIE OR SUE GENTY INTERIOR DESIGN INC. ACTING FOR EMERALD CITY SMOOTHIES. RECIPIENT FURTHER AGREES TO SURRENDER THIS DRAWING AND ANY PERMITTED COPIES HEREOF UPON DEMAND. • s zr111 ... S 1SFntf'PI Ann maw r4.f %... S 1:67th St L.._._ .1 oth St rut s+ •s, n .. Stralitltr NO LOCATION PLAN DRAWING INDEX: A -0 A -0.01 A0.1 A0.2 A0.3 A -1 A -1.1 A -2 A -3 A -4 A -5 A -6 A -7 A -7.1 A-7.2 A -9 A -9.1 A -9.2 A -9.3 NTS COVER SHEET SITE PLAN CODE COMPLIANCE RR PATH OF TRAVEL MALL 1 RR PATH OF TRAVEL MALL 2 COMPOSITE PLAN CONSTRUCTION PLAN RC, LIGHTING MECH /ELEC SPOTTING PLAN EQUIPMENT PLAN /SCHEDULE SECTION INTERIOR ELEVATIONS DETAILS DETAILS CEILING DETAILS CASEWORK DETAILS CASEWORK DETAILS CASE WORK DETAILS CASE WORK DETAILS PERMIT SET RECEIVE' JAN 3 0 2008 PERMIT CENTEfi C PE1///ON 1 PPLICANT OPY sugAPPQri: u TQ FILIKIANCt_ 4N 1 . 7nnn r -°with AGASID . - b' - j ' sglI. - 'fl CO CO \a< CO C:) II CO k" cN u\ C,] ; N M Oa o in h� r�r o , •- `D con ct •® N U 0 00 kre 00 N Date: 12 -14 -07 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA AO sEA ep Date: 1 -10 -08 Scale: NOTED Drawn by: SC /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA AO • 0 1 1 ( \ • v A SEAM (I1 Wif n 1 1 J NORDSTROM 1 71 275sf 3 LEVELS 11E11111111 L_, d• 174.63Dsf 3 LEVELS it 64 4 POST OFFICE 40008f CHEESECAKE 1 556 40 IIIIII C44 ED L at • • macys EMERALD 1 SMOOTHIE 250.407sf 4 LEVELS 1 I t - flDEUrr SERVI ES 72000 I 7 • • • (E) TARGET ENCLOSED MALL 1 LEVEL AMC (ABOVE) EN ' IP STRANDER BOULEVARD LOSER MALL 3 LEVELS 71-111-WlL/ PARKWAY • I g: Cl I FD r THE OUVE GARDEN 7.405 5F • 0 � l c/H-1=1-1 \� D4 OD 44 BANK OF AMERICA 7506ef 42 4 2 40 1 t o. FUTURE RETAIL 65,237sf 2 LEVELS JCPenney IMP 276,468sf 3 LEVELS 84 44 1 1 1 1 1 1 i4 FIRESTONE I I L J _D 1 KEY BANK r 1' 1 REVIEWED 'FOR CODE COMPLIANCE APPRO ED FEB 8 2008 City Of Tukwila BUILDING DI $ION Dot3 SITE. PLAN NTS RECEIVES CITY OF TLJK JAN 2 9 2CC NOR TH Pth,IVuII ULN 03 0 0 I 1- w z w NI L) 3 rER PEVIION • Cn I� Od tt o •may d t 0 75 104 at 4a �" ma y �■I .n 4a Q 4a C SITE PLAN 0 OC N M cd Q N OC) a Cn 00 d' w ce w AY I Date: 1 -10 -08 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA A0•3 _LEC 3OOM TO 1ST BRACE LL STORAGE TERRACE FR FR rc1 HE. ROOF BELOW c. t_s> cD ROOF BELOW RRACF f16 TERRACE BB g (1: `c +12" A.F.F. Y ti.1 l• .ti 11111 11 111111111111111 1 111 \01111111 11 uuiii:nmu FC6 1 719 TRAY Limn_ S218 S217 C S219] 5226 ] IS22O S226� ROOF BELOW _ w U m RR cn N 2005 _ PLATFORM RESTROOM PATH OF TRAVEL LEVEL 2 1/32" = 1' -0" 1/8" = l`-O" RESTROOM PATH OF TRAVEL LEVEL 2 C9 DOS 011-1(04 AT V _ BRACE__ II I 1 1 I 1 1 ,1 Lai w 1430 _ x _ _ S _ CODE COMPLIANC1 FEB 2008 REVIEWE 6 RD ZION Cr) CODE COMPLIANCE FEB 2008 21 NORTH RECEIVED CITY OF - TI.JK \A /l JAN 2 9 2CO3 LA 1-'trtiv111 Vt1\) .I ER co 0 P. V i ioI V Citir 0 nourish your body [nterior Kirkland, W� - 822 -3525 fax 6 533 VD C J MA! 5TA • Date: 1 -10 -08 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 1 062, TUCKWILLA WA • Wel AT &T w < 1 ROOM =SUNGLAS HUT DUKES CHOWDER HOUSE PA II OF TRAVEtao - PARKING LOT 32' -9" BOUTIQUE BRACE JOEY'S GRILL & LOUNGE R3 RECYCLE RIS ROOM ELEC O 8fiAQE ._ r+- H NAI IJ V U1 U 1005 I ATM W U lY 0 1007 I J U 1010 O SH 0ODIVA RESTROOM PATH OF TRAVEL LEVEL 1 1/32" - 1' -0" 1/8" = 1'4Q" x x 1120 z 0 1125 orn m a ca U1 O W 1130 RESTROOM PATH OF TRAVEL LEVEL 1 1135 UP TO U V) W U W UP TO L2 PATH OF TRAVEL TO R ESTROOM 1145 _fD x (11 0 1150 1) 0 BOTQL • x 1- a 2 x x Z 1423 w DA HOT DO& A NESTLE i SALON BJ'S PATH OF TRAVEL TO PARKING LOT 32' -9" r- REVIEWED F3R"R��fl CODE COMPLIANCE APPROVED FEB •- 8 2713] City Of�I�i� 8 ILD N ' : DP SIB )N NORTH RECEIVED CITY OF TIJI \ArRLA JAN 2 9 2008 PbIIMi r CENTER kr:vI IoN 1 -C, 30 NAB rpi q i1117A ys nou 4 it 3 Sue Genty Interior 12610 NE 104th St. Kirkland. W 6333 REGISTERED n ARCHITE ° . tiliJ .eaj MA CEL DESRA LEAU STATE OF WASHINGT ❑N I I•22 Date: 1 -10 -08 Scale: NOTED Drawn by: SG /MJL Jab: ECS SOUTHCENTER 062, TUCKWILLA WA Al Floor Finish See Finish Schedule sheet A6 Plan Notes: • GENERAL NOTES: ANY ERRORS AMBIGUITIES AND OMISSIONS IN DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO DESIGNER FOR CORRECTIONS BEFORE ANY PART OF THE WORK IS STARTED, UNLESS EXPRESSLY STIPULATED NO ADDTIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND /OR MANUFACTURER'S FAVOR BY VIRTUE OF ERROR, AMBIGUITIES AND /OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING PREPARATION OF BID ESTIMATE AND DIRECTED TO OUR ATTENTION IN A TIMELY MANNER. • NOTE TO FIXTURE OR FURNITURE MANUFACTURER: THE PLAN IS SUBMITTED AS A GUIDE FOR THE MANUFACTURER. WHERE THE FABRICATION REQUIRES VERIFICATION BY PHYSICAL MEASUREMENTS, SUCH MEASUREMENT IS THE OBLIGATION OF THE MANUFACTURER AND WILL STAND NO EXPENSE FOR REPAIR OR REFABRICATION IF THERE ARE ANY OMISSIONS, IT SHALL BE THE SOLE DUTY AND RESPONSIBILITY OF THE MANUFACTURER TO DETERMINE ACTUAL CONSTRUCTION DETAILS AND FABRICATE SAID DESIGN IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE AND PROCEDURE AND TO LET DESIGNER KNOW AT THE TIME OF BIDDING IF SAID PLANS ARE NOT PRACTICAL OR STRUCTUALLY SOUND FOR IT'S INTENDED PURPOSE. • MEASUREMENTS OF THIS PLAN HAVE BEEN SECURED BY SGID INC. FROM AVAILABLE INFORMATION, BUT SGID INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH MEASUREMENTS, ALL FABRICATORS, CONTRACTORS AND OTHERS UTILIZING THESE PLANS IN CONNECTION WITH THIS JOB ARE RESPONSIBLE FOR, AND MUST VERIFY THE ACTUAL MEASUREMENTS WITH WHICH THEY ARE CONCERNED, ON THE JOB. INDICATED PLUMBING AND ELELCTRICAL INFORMATION AND OUTLETS ARE FOR THE SOLE PURPOSE OF INDICATING THE REQUIREMENTS OF FIXTURES AND EQUIPMENT, AND SGID INC. IS NOT RESPONSIBLE FOR THE ENGINEERING THEREOF, OR FOR ANY PLUMBING OR ELECTRICAL FITTINGS, WORK AND /OR CONNECTIONS UNLESS OTHERWISE SPECIFICALLY PROVIDED FOR IN THE PLANS AND SPECIFICATIONS. SGID INC. ASSUMES NO RESPONSIBILITY FOR WORK DONE BY CONTRACTORS, NOR FOR ANY CHANGES MADE NECESSARY BY LOCAL BUILDING CODES, ORDINANCES,STRUCTURAL CONDITIONS, OR BY THE SUBTITUTION OR CHANGES IN EQUIPMENT SHOWN ON THIS PLAN. CONTRACTORS ARE TO MAKE ALLOWANCES FOR ELBOWS, TRAPS, ETC. AND ARE TO MAKE FINAL CONNECTIONS ON THE JOB, SUPPLING ALL NECESSARY VALVES, TRAPS, STEAM TRAPS, FAUCETS, STARTING SWITCHES FOR MOTORS, ETC., EXCEPT WHERE SPECIFICALLY NOTED IN THE SPECIFICATIONS. THIS PLAN MUST BE VERIFIED AND APPROVED BY OWNER BEFORE DETAILING AND /OR FABRICATION CAN BE STARTED. REFERENCE IS MADE TO THE GENERAL NOTES WHICH ARE A PART OF THESE PLANS, AND ALL FABRICATORS, CONTRACTORS, AND OTHER PERSONS UTILIZINGTHESE PLANS ARE ADVISED THAT THEY ARE RESPONSIBLE FOR EXAMINING AND BECOMING FAMILIAR WITH SAID GENERAL NOTES BEFORE COMMENCING ANY WORK HEREUNDER. ANY INCONSISTENCIES BETWEEN THESE PLANS, THE GENERAL NOTES AND LOCAL BUILDING CODES OR ORDINANCES, MUST BE IMMEDIATELY CALLED TO THE ATTENTION OF SGID INC. IN WRITING, SO THAT SUCH INCONSISTENCIES CAN BE RESOLVED. THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF SGID INC. ANDMAY NOT BE REPRODUCED OR USED BY ANYONE, EITHER ALL OR IN PART, WITHOUT FIRST SECURING THE WRITTEN PERMISSION OF SGID INC. General Notes: • THESE PLANS ARE PROVIDED FOR THE SOLE PURPOSE OF INDICATING OUTLET LOCATIONS AND EQUIPMENT REQUIREMENTS ONLY, AND DO NOT RELIEVE THE GENERAL CONTRACTOR, SUBCONTRACTOR, PLUMBERS AND ELECTRICIANS AND ALL OTHER TRADES INVOLVED OF THE RESPONSIBILITY OF COMPLYING WITH ALL APPLICABLE CODES. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND /OR GENERAL CONTRACTOR TO INSURE THAT SGID INC. RECEIVED COPIES OF ALL ADDENDA AND CHANGES TO BUILDING PLANS WHICH ARE MADE PRIOR TO AND DURING CONSTRUCTION. IN THE EVENT THAT THIS INFORMATION IS NOT DELIVERED TO SGID INC., OWNER WILL BE RESPONSIBLE FOR ALL COSTS INCURRED BY THE FAILURE TO GIVE SGID INC. THIS INFORMATION. GENERAL CONTRACTOR SHALL PROVIDE PROPER BACKING FOR ALL HUNG EQUIPMENT, SHELVING, ETC. AS INDICATED ON SGID INC. PLANS. ALL CANTILEVER BRACKETS FOR TABLES AND STOOL SEATS OR OTHER EQUIPMENT TO BE PROVIDED BY OTHERS. BUT INSTALLED BY GENERAL CONTRACTOR IN ACCORDANCE WITH SPECIFICATIONS AND DIMENSIONS PROVIDED BY SGID INC. GENERAL CONTRACTOR TO PROVIDE PROPER BACKING SUPPORT FOR BRACKETS. VERIFY THESE REQUIREMENTS WITH SGID INC. AT JOBSITE. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GENERAL CLEAN -UP AND DISPOSAL OF ALL TRASH, CARTONS, CRATES, DEBRIS, ETS. AFTER FINAL INSTALLATION OF ALL FIXTURES. GENERAL CONTRACTOR TO CUT OR PROVIDE HOLES THROUGH CELING, ROOFS AND WALLS FOR DUCTS, ETC. IN ACCORDANCE WITH SIZES SPECIFIED BY SGID INC. PLAN. GENERAL CONTRACTOR ALSO TO PROVIDE ALL DUCT FIRE SEPARATION ENCLOSURES, WRAPPINGS, ETC., AS MAY BE REQUIRED BY LOCAL BUILDING AND FIRE CODES. LAST DATED REVISION VOIDS ALL PREVIOUS DRAWINGS. Fire Dept. Notes • FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION TWO DAYS IN ADVANCE. • LOCATION AND CLASSIFICATION OF FIRE EXTINGUISHERS TO BE DETERMINED BY FIRE INSPECTOR. • EXIT DOORS TO BE OPENABLE FRON THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. • ADDRESS NUMBERS SHALL BE PLAINLY VISIBLE FROM ROADWAY BUILDING IS ADDRESSED ON. 1994 UFC ARTICLE 10. • INSTALLATION OR MODIFICATION TO THE FIRE SPRINKLER SYSTEM SHALL BE APPROVED PRIOR TO THE INSTALLATION OR MODIFICATION. • INTERIOR FINISH SHALL CONFORM WITH THE TITLE 24, CCR CHALPTER 42. THE ABOVE CHART IS INTENDED TO ACT AS A GUIDE AND CHECKLIST TO THE GENERAL CONTRACTOR AND ALL ITEMS SHOULD BE CONFIRMED. AS IS TYPICAL OF PROJECTS, ITEMS AND SUPPLY AREAS VARY AS THE PROJECT PROGRESSES. SATELLITE RECEIVER FOR TV ON SHELF AT +7' -0" AFF. PLASMA TV +7' -0" AFF. ELECTRICAL PANEL OFFICE OFFICE CABINET SERVICE AREA BACK i HOUSE W/D REF FREEZER BINET WITH SINK BLENDER THREE STATION COMP SINK 1/4" = 1' -0" RETAIL RETAIL [ 100 I GLASS STORE FRONT 48" PARTI IGHT WALL WITH SHAPED Tom SAP- FO R1HAND OFF RETAIL ~ SLIDING_ G LASS DOORS TO UNLOCKED WHEN OCCUPIED COMPOSITE FLOOR PLAN SOLID FRONT STAINLESS STEEL CABINET /COUNTER FOR EXTRA BLENDER RETAIL DISPLAY REFER CONDIMENT STATION Dob-DLI(0 REVIEWED F=%%C CODE COMPLIANCE APPROVED FEB 8 2908 City Of Tukwila B .!ILDIh DID. NORTH RECEIVED CIT`! OF TI.1'K\NILA JAN 2 9 2C08 ptl -IMI r CENTER DOOR AND FRAME SCHEDULE DOOR FRAME NO. ROOM SIZE MAT. FIN. TYPE MAT. GA. ELEV. FIN. HDWE HEAD JAMB SILL LABLE 100 ENTRY (2) -4' -0 "X10' -0" MT /GLS GLASS A MTL 2/A6 ALUM A -1 i t% nourish your hotly 103 OFFICE 3'- 0 "X7' -0" WOOD PAINT B WD 1 Date: 1 -10 -08 PAINT A -3 Job: ECS SOUTHCENTER 062, TUCKWILLA WA Al • 1 ALL HARDWARE TO BE SCHLAGE OR EQ A -1 SCHLAGE KEY LOCK /SECURITY KEYED DEAD BOLT LOCK TO BE OPENABLE WITH SINGLE HANDLE MOTION WITH OUT SPECIAL KNOWLEDGE - ADA MAIN ENTRANCE: SIGN ABOVE DOOR TO READ " DOOR TO REMAIN UNLOCKED WHEN OCCUPIED ". A -2 SCHLAGE PRIVACY KEYED LOCK A -3 SCHLAGE KEY LOCK /SECURITY BRUSHED ALUMINUM LOCKING FROM INSIDE OFFICE A -4 SCHLAGE SELF - CLOSER, NO LOCK, PUSH /PULL AND KICK SEE DOOR ELEVATION FOR DESIGN A -5 SCHLAGE PANIC HARDWARE A -6 SCHLAGE PRIVACY LOCK GENERAL DOOR NOTE: ALL HARDWARE TO BE LEVER TYPE FOR ADA ACCESSIBILITY. PfV / .5 /0/V i t% nourish your hotly Sue Genty � Interior A 12610 NE 104th St. Kirkland. WE 1 Date: 1 -10 -08 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA Al • 1 WALL LEGEND: F f I , 1 %2' X 3 %' 20 GA. METAL STUDS @ 16" O.C. W/ %" GWB "X" OVER (BOTH SIDES) GREEN BOARD @ WET AREAS, CEMENT BOARD @ TILED AREAS TO GRID 1%2" X 8" 20 GA. STEEL STUDS @ 16" O.C. W / %" GWB "X" ONE SIDES - PARTIAL HEIGHT PARTIAL HEIGHT WALL AS DETAILED & / OR NOTED IF EXISTING 4 " -0" 4' -0" Q STORE FRONT SEE DETAILS # ON SHEET A6.1 3 , -0 ," — SOLID CORE PAINT GRADE BIRCH t 3 - n 0 C — METAL HOLLOW CORE DOOR General Contractor Notes: • SCOPE OF WORK: IMPROVEMENTS TO EXISTING TENANT SPACE FOR USE AS A NEW RETAIL SPECIALTY FOOD STORE. INCLUDED IN THE NEW WORK REQUIRED ARE: NEW GYPSUM BOARD, METAL STUD PARTITIONS. ADJUST CONSTRUCTION DETAILS NEW SOFFITS, NEW CEILING, NEW SUSPENDED CLOUD OR GYPSUM BOARD SOFFIT ABOVE FOOD PREP AREAS. ROUGH PLUMBING AND FIXTURE INSTALLATION, NEW FINISHES INCLUDE NEW FLOORING. • COORDINATION: PATCHING OF ROOF MEMBRANE AT NEW ROOF OPENING WITH ORIGINAL ROOFING CONTRACTOR, AS REQUIRED. ALL MAJOR PIECES OF KITCHEN EQUIPMENT WILL BE PROVIDED BY TOTAL RESOURCE GROUP AND INSTALLED BY CONTRACTOR, EXCEPT FOR FINAL HOOKUPS BY PLUMBING AND ELECTRICAL SUBS.GC TO RECEIVE AND UNCRATE. • SUBSTITUTION: MADE FOR ANY ITEM, COLOR, FINISH, ETC. SPECIFIED IN THIS DOCUMENT MUST BE APPROVED BY DESIGNER. APPROVAL REQUESTS MUST BE ACCOMPANIED BY A SAMPLE OR MANUFACTURER'S DESCRIPTION AND SPECIFICATION AS APPROPRIATE. • CLEANUP: THE CONTRACTOR SHALL LEAVE THE SITE CLEAN AND READY TO ACCEPT FURNISHINGS UPON COMPLETION OF THE WORK; ROOF AREA TO BE CLEARED OF ALL DEBRIS. • DEMOLITION: SAW CUT AND REMOVAL OF CONCRETE SLAB AS REQUIRED FOR SINK DRAINS, FLOOR SINKS, CLEAN UP AND HAUL AWAY. SEE DRAWINGS FOR LOCATION OF FLOOR SINKS AND DRAINS. GENERAL DEMOLITION OF PARTITIONS AND CEILINGS NOT TO REMAIN, CLEAN UP AND HAUL AWAY. • CONCRETE: CONCRETE SHALL BE SAW CUT - NO JACKHAMMER OR CHIPPING ALLOWED. REPAIR SAW CUTS AS NECESSARY. IDENTIFY WITH DESIGNER ANY ACCEPTIONS THAT WILL NEED TO BE MADE TO THIS PROCEDURE. INFILL TO BE SECURED TO EXISTING CONCRETE SLAB WITH RE -BAR. DRILL AND CONSTRUCTION EPDXY INTO PLACE WITH #4 RE -BAR. • METAL: METAL STUDS, WHEN USED IN PLACE OF WOOD STUDS, TO BE 3 -5/8" NET, 25 GAUGE FOR WALLS AND SOFFITS, MINIMUM 20 GAUGE AT COOKLINE WALL. IF APPLICABLE. • MOISTURE CONTROL: SEAL ROOF AT ALL NEW PLUMBING VENTS AND H.V.A.C. VENTS. ANY ROOF MEMBRANE WORK MAY BE REQUIRED TO BE PERFORMED BY ORIGINAL ROOFING CONTRACTOR. VERIFY WITH DESIGNER OR LANDLORD, G.C. TO SEAL ALL PENETRATIONS ON ROOF FOR REFRIGERATION EQUIPMENT. IF APPLICABLE. • GYPSUM BOARD: ALL NEW GYPSUM BOARD FOR WALL PARTITIONS TO BE 5/8" TYPE X. ALL WALLS TO HAVE SMOOTH TEXTURE - #4 FINISH LEVEL. • WALL PANELING: PROVIDE WHITE FIBERGLASS, REINFORCED POLYESTER (FRP)INSIDE MOP SINK ALCOVE. INSTALL IN FULL SHEETS, DO NOT CUT AND PATCH. INSTALL WITH WHITE CHANNEL BEAD. CAULK @ BASE TO BE WATERTIGHT. • MUSIC SYSTEM: GENERAL CONTRACTOR TO INSTALL OWNER SUPPLIED MUSIC SYSTEM; PULL SPEAKER WIRE AND INSTALL SPEAKERS. ELECTRICAL CONTRACTOR TO INSTALL SPEAKER GRILLES AND CONDUIT TO LOCATION OF EQUIPMENT. VERIFY WITH OWNER AND COORDINATE WITH VENDOR. • TIME CLOCK: WALL MOUNTED, OWNER SUPPLIED AND CONTRACTOR INSTALLED. CONFIRM LOCATION WITH OWNER AND PROVIDE POWER TO SOURCE PER OWNER. • FIRE EXTINGUISHER: PROVIDE PORTABLE FIRE EXTINGUISHERS; • #40BC SODIUM CARBONATE OR POTASSIUM BICARBONATE FIRE EXTINGUISHER SHALL BE PROVIDED ADJACENT TO THE COOKING OPERATIONS IN ACCORDANCE WITH UNIFORM FIRE CODE #1006.2.7. • #2- A10 -BC WITH 585 P.S.I. CONVENTIONAL PORTABLE FIRE EXTINGUISHER WITHIN THE VIEW OF PUBLIC (U.F.C. SEC. 1002.1 OR STD. 10 -1). • EXACT PLACEMENT OF EXTINGUISHERS IS TO BE CONFIRMED WITH FIRE MARSHAL. • FIRE PROTECTION: • PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS, MUST BE SUBMITTED TO AND APPROVED BY THE FIRE MARSHALL BEFORE THE EQUIPMENT IS INSTALLED. WALL KEY: PARTIAL HEIGHT WALL FULL HEIGHT WALL CONSTRUCTION PLAN /4" = P-0" 5/8" TYPE "X" GWB ON ALL DEMISING WALLS LEAVE 6" GAP FOR AIR RETURN VENTALATION GC TO PROVIDE w� BACKING IN WALL FOR PLASMA TV FROM 60" TO 84" AFF SATELLITE RECEIVER ON SHELF AT 7' -0" AFF. GC TO PROVIDE BACKING IN WALL SEE MENU BOARD WALL ELEVATION FOR DIMENSION FOR MENU BOARDS FLAT STUD AROUND EXISTING COLOMS AND 5/8" TYPE "X" GWB CODE COMPLIANCE APPROVE FEB - 3 2000 City of �`I`; . BUILDING too-owa NORTH RECEIVED CITY OF T;K\M LA JAN 2 9 7CC8 PEHMI I CENTER LIGHTING SCHEDULE SYMBOL QTY. DESCRIPTION MFR. MODEL# LAMPS DIMMER REMARKS 0 P1 3 EACH PENDANT PROGRESS P5011 -09 100W MED NO AT + 9' -0" AFF T2 2 EACH 2EACH 10 EACH 4' TRACK 8' TRACK LIGHT HEADS JUNO T834BL 2 -PER HEAD 50WPAR30 YES TRACK SURFACE MOUNTED TO GWB CEILING (DISPLAY) HEADS STEM MOUNTED TO 10' -0" AFF. V I Q P3 4 EACH PENDANT KITCHLER 2641 NI 50W BAYONET NO AT + 7-0" AFF 0 RC4 10 EACH RECESSED CAN JUNO M6 EDS- 70E -WH 70W PAR 30 MH NO Scale: NOTED 0 RC4.1 7 EACH ADJUSTABEL RECESSED CAN INDY HA74- 20E1 -BACSF 20W T4 MH - FLOOD NO 4 EACH RECESSED FLUOR. TROFFER EXISTING TBS (3) 32W 96W PER FIXTURE NO RETAIN EXISTING TROFFERS HOUSE BACK F5 g 3MP6 1 EACH MONO POINT WAC 18 MONOPOINT CONECTION 50W PAR 38 FLOOD NO STEM MOUNTED TO 12' -0" AFF. 4 EACH DOUBLE TUBE 4' FLUOR. TBS TBS 2 -32W T8 FLUOR. TUBE NO MOUNTED WITHIN MENU BOARD BOX I SF8 1 EACH EXIT LIGHT TBS TBS TBS NO E X I T C/ \7 PEI /l5ION 4 :.. 0 000 11, pltk, . [nterior] Kirkland. WC r V 6333 REGISTERED r ARGFIIT r MARCEL DESRANLEAU STATE OF WASHINGTON Date: 1 -10 -08 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA A2 GENERAL NOTE: ALL HALLWAY LIGHTING TO BE ON SINGLE CIRCUIT WITH SWITCH AT FRONT DESK OR HARD WIRED CORRIDOR LIGHTING, REFER TO LIGHTING PLAN. RESTROOM AND OFFICE TO HAVE LIGHTS SWITCHED INSIDE ROOMS. 'C' INDICATES CORRIDOR LIGHTING TO BE WIRED DIRECTLY TO PANEL. INDICATES EXHAUST FANS, LOCATED IN REST ROOM AND BY WASHER /DRYER. SWITCHED W/ RESTROOM LIGHT - MANUFACTURER TO BE NUTONE OR EQ. DIMMER NOTE: CONFIRM DIMMER LOADS W/ MAX. LIGHT FIXTURE CAPACITY. ADD ADDITIONAL LIGHT SWITCHES, DIMMERS AS NEEDED. MATCH TYPE OF DIMMER TO TRANSFORMER TYPE ON LOW VOLTAGE FIXTURE - CONFIRM COMPATIBILITY NOTE: CEILING HEIGHT IS CALLED OUT FROM -0- GRADE. 2'X 4' GRID IN BACK OF HOUSE ALL LIGHTING IN BACK OF HOUSE TO BE CENTERED IN CEILING TILES STEPED SOFFIT OVER MENU BOARD WALL LAYERED CLOUD OVER SERVICE COUNTER GWB CEILING TRACK LIGHTING 0 N o. 1/4" = 1' -O" 4 103 F.CLG. 9' -a' 2 ,_ O „ \ C4 MI F.CL 13'- F.CLG.@ 13' -a' - 2C4.1 - RC4.1= RC4.1 ° C4.1 RC s . si F.CLG. 1V-0" �- P1 RETAIL 100 RC4.1 - RC4.1 I 2' -0" 9' -6• BA K OF HOUSE F.CLG. /lwo� -9a4- ... —ter 102 0 u 18`, '\ IT REFLECTED CEILING/LIGHTING PLAN ALL LIGHTING IN BACK OF HOUSE TO BE CENTERED IN CEILING TILES r.; Do8-off REVIEWED FOR CODE COMPLIANCE APPRO FEB 2 (108 City ®f ���wila RADA! f M a EIi'ED ()F T� IK\Af9LA N TH zer8 PEHMi T CENTER T2VI/ON CW -COLD WATER • HW -HOT WATER • CLOSED DRAIN - DIRECT WASTE JQ INDIRECT WASTE - BELL WASTE s NATURAL GAS $ 12" X 12" X 8" PORCELAIN FLOOR SINK - INDIRECT WASTE r= COMMUNICATIONS CABLE - VERIFY SPECS AND REQUIREMENTS WITH OWNER •- - -- INDIRECT WASTE CONNECTION OFD FLOOR DRAIN DRYER VENT V C J or „I CD nourish your body 6333 RE GISTERED sue ' e my ^' J Q tT ARCHITE T '-� fAt 4 / AAA 12610 NE 104th St_ Date: 1- 10--08 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA A3 0 CW -COLD WATER • HW -HOT WATER • CLOSED DRAIN - DIRECT WASTE JQ INDIRECT WASTE - BELL WASTE s NATURAL GAS $ 12" X 12" X 8" PORCELAIN FLOOR SINK - INDIRECT WASTE r= COMMUNICATIONS CABLE - VERIFY SPECS AND REQUIREMENTS WITH OWNER •- - -- INDIRECT WASTE CONNECTION OFD FLOOR DRAIN DRYER VENT V (E 115 VOLT DUPLEX OUTLET, W FOUR -PLEX OUTLET, © 115 VOLT DCO, DEDICATED /ISOLATED - 0 — 208 VOLT, SPECIAL OUTLET JQ JUNCTION BOX XII. CAT 5 LINE $ ON /OFF SWITCH COMMUNICATIONS CABLE - VERIFY SPECS AND REQUIREMENTS WITH OWNER •- TELEPHONE OUTLET © CABLE CONNECTION FOR TV ELECTRICAL LEGEND General Electrical Notes ALL STUB UP DIMENSIONS FROM FINISHED FLOOR TO CENTER OF BOX. EQUIPMENT LISTED ON EQUIPMENT SCHEDULE WILL BE UNCRATED AND SET IN PLACE ONLY. ROUGH IN AND FINAL HOOK -UP BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO FURNISH DISCONNECTS WHERE CODE REQUIRES. EQUIPMENT LISTED ON THE EQUIPMENT SCHEDULE DOES NOT INCLUDE ELECTRICAL FITTINGS SUCH AS RELAYS OR DISCONNECTS TO ELECTRICAL SERVICE. THESE PLANS SHOW ONLY THE REQUIREMENTS LISTED ON EQUIPMENT SCHEDULE. ALL KITCHEN EQUIPMENT OUTLETS TO BE GFI. Specific Electrical Notes E -1 STUB UP "J" BOX, CONNECT AND RUN CONDUIT TO RECEPTACLES AFTER COUNTER OR BAR UNIT IS INSTALLED - PULL WIRES AND INTERCONNECT. E -2 ELECTRICAL CONTRACTOR TO FURNISH (15) (20) AMP TIME DELAY FUSES FOR ICE MACHINE(S). PLUMBING LEGEND VERI EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS General Plumbing Notes EQUIPMENT SCHEDULE DOES NOT SPECIFY ANY PLUMBING FITTINGS SUCH AS GREASE TRAPS, FAUCETS, PRESSURE REDUCING VALVES OR TRAPS, ETC. UNLESS LISTED ON EQUIPMENT SCHEDULE. NOR DOES IT INCLUDE FINAL CONNECTION TO SERVICE. PLUMBING CONTRACTOR TO PROVIDE IF NECESSARY. PLUMBING REQUIREMENTS SHOWN ONLY FOR ITEMS LISTED ON EQUIPMENT SCHEDULE. PLUMBER TO PROVIDE ROUGH -IN AND FINAL CONNECT. Specific Plumbing Notes P -1 TEE -OFF COLD WATER FOR BEVERAGE DISPENSER, (COFFEE MACHINE), AND ICED TEA MACHINE (IF APPLICABLE). P -2 GENERAL CONTRACTOR TO PROVIDE BACK FLOW PREVENTORS AS REQUIRED BY LOCAL CODE AND JURISDICTIONAL REQUIREMENTS. P -4 PROVIDE LINE STRAINER FOR ICE MACHINE. P -6 EACH PIECE OF EQUIPMENT WITH WATER SUPPLY SHALL HAVE ITS OWN SHUT -OFF VALVE. P -7 EACH PIECE OF EQUIPMENT WITH WATER SUPPLY (ICE MACHINE /WATER FILTER) IS TO HAVE A RPBA (REDUCED PRESSURE BACKFLOW ASSEMBLY) P -8 PLUMBING CONTRACTOR TO PROVIDE A MINIMUM 25 #/50 GPM GREASE TRAP @ THE 3 COMP SINK AS NOTED IN ADJACENT PLAN. VERIFY POWER AND DATA NEEDS AT DESK AREA WITH OWNER OUTLET AND CAT 5 LINE AT 84" AFF FOR SECURITY SYSTEM 2 CAT 5 LINES HOME RUN FROM PO5 1/4" = 1' -0" 4 115 V D.O. ABOVE WINDOW IN CEILING MECH /ELEC PLAN LOCATE ELETRICAL PANEL HERE — RETAIL 1 1001 CHASEFOR I / PLUMBING 1 VENT PROVIDE OUTLETS FOR 3 BLENDER AT THIS COUNTER VENT LESS STACKING ` WASHER AND DRYER UNIT MOP SINK WITH WATER HEATER MOU NTED ABOVE a THREE COMP SINK TO CONNECT TO in COMMON GREASE INTERCEPTER PORVIED BY WESTFIELD MALL - 10 DS Lt& NORTH RECEIVED CITY OF T!_ 9K W!ILA JAN 2 Pf~NM r CENTER co a H- w z J w 0 EQUIP v E \T LIST - updated 12 -12 -07 MECHANICAL ELECTRICAL # QUANTITY DESCRIPTION MANUFACTURER MODEL # HW CW WASTE BTU's HEIGHT VOLT PH HP AMPS KW OUTLET HEIGHT SUPPLIER REMARKS 1 7 SETS 4 GLASS SHELVING OVER SLOT WALL GRAND & BENEDICTS 12" X 48" ,fpotq Ana tgSi nou S Aol ecip rri Sue Genty 1 z � 12610 NE 104th St. 425 - 827 -3438 office 425• OWN Scale: NOTED 2 1 EA CUSTOM RETAIL SHELVING O � CUSTOM - SEE DETAIL 1, SHEET A9.2 OWN 3 1 EA POS TBS TBS 1 D 1 3 +30" OWN D INDICATES DEDICATED CIRCUIT 4 1 EA P05 COUNTER OTWW CUSTOM - SEE DETAIL SHEET A9 OWN CUSTOM LENGTH 4.1 1 EA PREP COUNTER WRAP OTWW CUSTOM - SEE DETAIL SHEET A9 OWN 4. 2 1 EA BLENDER COUNTER OTWW CUSTOM -- SEE DETAIL SHEET A9 OWN GC TO RUN POWER THRU LOW PARTITION WALL TO BLENDER STATION 5 1 EA DROP IN PORTABLE 7 ICE BIN = RUBBERMAID OR EQ. 9482 OWN 6 1 EA CUSTOM CABINET UNDER CONDIMENT RAIL OTWW DUSTOM - SEE DETAIL SHEET 3/A9.2 OWN J' 1 EA I�IZ'. PRE P �ABLl TRUE TPP -60 925 115 1 1/3 7.9 +24" OWN 8 4 EA BLENDER COUNTER TOP VITAMIX 36006 120 1 3 15 +24" OWN W /ADDITIONAL BLENDER CONTAINER FOR EACH BLENDER ITEM #8 VITA- MIX MO. 15566 8.1 1 LOT BEVERAGE CUP DISP. --- -- OWN VERIFY CUP SIZE 9 1 CUSTOM STAINLESS STEEL CONDIMENT RAIL 55P INC. ECS CUSTOM OWN ►0. 1 EA TTO REAACREE? MASTER BUILT IG 308 115 1 2 +24" OWN PAINTED BLACK BY MASTER BUILT 11 1 EA BACK CABINET OTWW DUSTOM - SEE DETAIL SHEET 4/A9.2 OWN 12 1 EA 3' BACK COUNTER W /SINK OTWW : USTOM - SEE DETAIL SHEET 5/A9.2 OWN 12.1 1 EA DROP IN HAND SINK ADVANCE TABCO OR EQ. DI- 1- 10/ -25 1.5" OWN GC TO PROVIDE BLOCKING IN WALL AS NEEDED - W /SOAP AND PAPER TOWELS 12.2 1 EA FAUCET FISHER 3516 1/2" 1/2" OWN STAINLESS STEEL 13 1 EA TABLE ADVANCE TABCO OR EQ. KMS -246 OWN 14 1 EA :3 COMP SINK 22" X 90 " ' JIMEX CORP 553 -18 FS OWN DIRECT DRAIN WITH BACK FLOW PREVENTOR 14.1 1 EA FAUCET FISHER 2210WB 3/8" 3/8" OWN 14.2 1 EA ADD ON FISHER 2901 -12 OWN 15 1 EA MOP. SINK 24" X 24 "Y FLOOR MODEL TBS TBS GC 15.1 1 EA FAUCET FISHER 8261 1/2" 1/2" GC 16 1 EA HOT WATER TANK r" AMERICAN LOW BOY COMMERCIAL LDCE32 -30L 1/2" 240 1 4.5 +24" GC DRAIN OVERFLOW TO MOP SINK 17i 1 EA ICE MAKER a MANITOWAC OF-0806A 3/8" 1/2" 7800 9600 78.5" 115 1 .75 19.9 4.9 +48" OWN DRAIN TO FLOOR SINK- GC TO PROVIDE MIN. 6' CORD WITH NEMA PLUG 17.:1 1 EA ICE BIN MANITOWAC B -570 3/4" OWN DRAIN TO FLOOR SINK 17.2 1 EA WATER FILTER ARTIC PURE/ MANITOWOC - AR-20000 3/8' / 3/8" OWN 17,17.1 AND 17.2 PART OF ICE MAKER PACKAGE 1 EA sEr,, R RC:4C f I.N TRUE T -49F 115 1 3/4 13.2 48" +48" OWN 19 1 LOT WIRE SHELVES METRO OR EQ. ST. STL. OWN VERIFY SIZE AND COUNT W /OWNER (6' HT) 20 1 EA EMPLOYEE LOCKERS KELMAX OR EQ. EL 6/12 OWN 21 1 EA STACKING WASHER DRYER MAYTAG ELEC. - #MLE2000A 1 /2' 2" 22 K 120 208 1 15 GC /OWN VENTLESS 22 1 EA 42" PLASMA SCREEN PANASONIC OR EQ. TBS 115 GC OWN / PROVIDE CO -AX CABLE AND CAT5 LINES FOR DATA VERIFY WITH OWNER & CORP. 23 1 LOT SYRUP RACK METRO OR EQ. TBS OWN 24 1 EA CUSTOMER CONDIMENT STATION OTWW CUSTOM - SEE DETAIL SHEET 1/A9.3 OWN 25 1 EA SIDE CABINET WITH WALL TOP CAP OTWW CUSTOM - SEE DETAIL SHEET 6/A9.2 1/2" 1/2'1.5" OWN GC TO PROVIDE BLOCKING IN WALL AS NEEDED - W /SOAP AND PAPER TOWELS 26 1 LOT SLOT WALL GRAND & BENEDICTS BLACK LAM #9 OWN +24" - 72" 2:7 1 EA EAG'`IN %p -WEAR TRUE T -23 115 1 1/3 5 +48" OWN % 2g 1 EA GLi4 DQORsR FER - gDISPLAY? TRUE GDM -37 115 1 1/2 8.9 +48" OWN 29 0 LOT WIRE BASKETS /SLANT SHELVES OVER SLOT WALL GRAND & BENEDICTS TBS OWN 30 0 EA CLUB CHAIR DANIA D11 ELEANOR -1 /BK OWN 31 0 EA COFFE TABLE OWN 32 2 EA MENU BOARD A CUSTOM SEE SHEET 2/A7 120 1 OWN 2 EACH - DOUBLE FLUOR. TUBE - TOP AND BOTTOM 33 0 EA MENU BOARD B CUSTOM SEE SHEET A7 120 1 OWN 2 EACH - DOUBLE FLUOR. TUBE - TOP AND BOTTOM 34 0 EA MENU BOARD C CUSTOM SEE SHEET A7 120 1 OWN 1 EACH - DOUBLE FLUOR. TUBE - TOP 35 0 EA CHAIRS MTS SEATING TOLEDO STOOL 187 -30 -WS (BLACK) OWN STOOL HT FOR FRONT COUNTER 36 0 EA TABLES WITH BASES DANIEL PAUL SEATING 42" H S5 RD TOP 1430 SS OWN 37 2 EA RETAIL GONDOLA B & BENED EDICTS OWN 38 2 EA DESK TBS TBS OWN 39 2 EA DESK CHAIR TBS TBS OWN 40 1 EA CUSTOM RETAIL DISPLAY REFER. COVER O1WW CUSTOM -- SEE DETAIL SHEET 2/A9.2 OWN 41 1 EA GREASE INTERCEPTOR TBD TBD PLUMBING SUB TO BE PROVIED BY PLUMBING SUB CONTRACTOR - SIZE TO BE DETERMINED BY SUB CONTRACTOR PE ,fpotq Ana tgSi nou S Aol ecip rri Sue Genty 1 z � 12610 NE 104th St. 425 - 827 -3438 office 425• Date: 12 -14 -07 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA A4 GENERAL EQUIPMENT NOTES: • THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL SEALTITE FLEX CONDUIT TO ALL FOOD SERVICE EQUIPMENT IN DAMP AREAS, I.E., SCULLERY, BAR , ROOF, ETC. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK -UPS AS REQUIRED BY CODE AND LABELING. • THE CONTRACTOR SHALL PROVIDE DISCONNECTS IN A CONVENIENT ACCESSIBLE LOCATION AT THE POWER BOX FOR EACH ICE MACHINE HEAD. ▪ THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A 6 MINIMUM CORD AND PLUG IF INDICATED. • THE ELECTRICAL CONTRACTOR SHALL PROVIDE 1" CONDUIT AND JUNCTION BOXES AT EACH CASH REGISTER TERMINAL SO AS TO INTERCONNECT ALL UNITS TO EACH OTHER AND TO THE CENTRAL PROCESSING TERMINAL, CONSULT WITH THE OWNER'S REPRESENTATIVE FOR EXACT LOCATIONS OF ALL TIE -IN UNITS. • ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE DONE IN COPPER. ▪ IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INSTALL ALL OWNER SUPPLIED COMPUTER /COMMUNICATIONS CABLES AS PER OWNER'S DIRECTION. ▪ IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO COMPLY WITH ALL LOCAL CODES CONCERNING GAS VALVE REGULATOR VENTING, IF APPLICABLE. ▪ ELECTRICAL CONTRACTOR SHALL PROVIDE AN INDIVIDUAL DISCONNECT BOX FOR EACH PIECE OF ROOF TOP ELECTRICALLY POWERED EQUIPMENT, AS APPLICABLE. THE GENERAL CONTRACTOR SHALL PHOTOGRAPH ALL WALLS CONTAINING BACKING PRIOR TO SHEETROCK /FRP INSTALLATION. • THE PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL WATER LINE CHECK VALVES AS REQUIRED PER CODE. • ITEMS NOT OTHERWISE NOTED ARE PROVIDED INSTALLED BY KEC AND FINAL CONNECTIONS ARE TO BE MADE BY ELECTRICAL AND MECHANICAL CONTRACTORS. • COMMUNICATIONS CABLES ARE SUPPLIED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. ▪ ELECTRICAL AND MECHANICAL CONTRACTOR TO VERIFY REQUIREMENTS OF OWNER PROVIDED EQUIPMENT. 1/4" - 1' -0" 22 26 26 OFFICE 103 MENU 'A' (37T SERVICE AREA 101 RETAIL �19 100 19 EQUIPMENT KEY PLAN (37) BACK OF HOUSE 102 !S V 40 1)0 0 J 8 c A PRE - OPENING INSPECTION BY , THE th•IG COUNTY HEALTH DEPART MEAT IS REQUIRED PRIOR TO OPERATIC. APPL :CANT PLC • - SET IS RE ` °F .- k. TO PE AVAILABLE • • AC w t5 7 n NO CHANGES SHALL BE •MADE WITHOUT HEA EPARTMEN APPROVAL APPROVED • SUGJEOT TO ORDINANCE JAN 14 2008 •`0'102 $R.11ctro`l IMMERSION OF THE LARG .' - EQUIPMENT AND UTENSILS. H W ER GENERAT N T D I ST RIBU TIO N SYSTEM SH ALD 11"." SUFF /C / ENT TO MEET THE PA EA H OT WATER DEMA THRO THE s FOOD ESTABLISHMENT PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND-;'INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, 'STATE AND FEDERAL STATUES, REGULATIONS AND ORDINANCES) DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO - ACCOMMODATE AIL SO/LED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSILI"'HOLDING ...BEFORE 'CLEANING AND.AFTER SANITIZING WAREWASHING /DISHWASHIN G SINK 'COMPARTMENTS SHALL BE LARGE E ENOUGH TO ACCOMMODATE RES p OM & KITCHEN HAND WASH TEMPERATURE WASH SINKS SHALL BE ED TO PROVIDE WATER AT ` AT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING VALVE OR�'COMBINATION FAUCET SELF ' CLOSING OR METERING FAUCETS SHALL PROVIDE A FLOW OF WATER FOR LEAST 15. SECONDS. FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS WALLS WALL COVERINGS, AND CEILINGS SHALL BE DESIGNED,' CONSTRUCTED AND INSTALLED SO, THEY ARE SMOOTH DURABLE AND EASILY CLEANABLE. Food equipment that is'certifiett for sanitation by an American National Standards Institute - L(ANSI)460 accredited certification prograrn (NSF Approved) will Eye deemed to comply with the I food code equipment 4 & 'utensil materials, construction and, design requirerrierits. • BE AD VISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW ►►! (DOWN FROM 45 DEGREES) LOCKERS OR OTHER SUITABLE FACIL /TIES SHALL BE PROVIDED FOR THE ORDERL Y STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS ;_ NORTH REVIEWED FOR CODE COMPLIANCE APPRO FEB . ; ?JOB CI� Of T�C'��l1 B UILDIN OP ISI : FINISH SCHEDULE - EMERALD CITY SMOOTHIE - 05-25-07 KEY LOCATION DESCRIPTION MANUFACTURER SPECIFICATION REMARKS 0 AS NOTED PAINT SHERWIN WILLIAMS SW 6675 AFTERNOON SATIN 0 AS NOTED PAINT SHERWIN WILLIAMS SW 6896 SOLE SATIN 0 AS NOTED PAINT SHERWIN WILLIAMS SW 6680 FRIENDLY YELLOW SATIN F4 FLOOR CONCRETE STAIN SCOFIELD LITHCHROME CHEM STAIN CLASSIC -FERN GREEN SEALER - CHEMTONE 0 FLOOR CONCRETE STAIN SCOFIELD LITHCHROME CHEM STAIN CLASSIC ANTIQUE AMBER SEALER - CHEMTONE 16 FLOOR TOP COAT JOHNSON'S WAX CARE FREE SLIP RESISTANT 6 GLASS PANELS %4 ETCHED GLASS W /1" CLEAR BORDER SHERWIN WILLIAMS CUSTOM NOT USED AT THIS LOCATION 0 CASEWORK P -LAM ARPA 2200 GREEN JASPER GLOSS FINISH NOT USED AT THIS LOCATION co MENU BOARDS SOLID SURFACE AVONITE K3 -8455 ANTIQUE GLASS SATIN 9 AS NOTED P -LAM FORMICA 909 -58 BLACK MATTE FINISH 10 CASEWORK MOSAIC TILE DAL TILE SR75 EMERALD - 30% SR55 EMERALD - 30% SR62 BLACK - 10% SR82 BLACK - 10% SR58 TERRA -COTTA 5% SR78 TERRA -COTTA 5% SR54 SCARLET 5% SR74 SCARLET 5% BLACK GROUT FINISH SCHEDULE - EMERALD CITY SMOOTHIE - 05-25-07 KEY LOCATION DESCRIPTION MANUFACTURER SPECIFICATION REMARKS CASEWORK P -LAM ARPA USA 3135 LU TROPICAL GRAPEFRUIT GLOSS it] I - COUNTER SOLID SURFACE CORIAN ANTHRACITE BLACK SEMI _i_.] P - 1.- Ari FOOD PREP MOP & W/D FRP KEMLITE 83 COL. WHITE 14 CEILING CLOUD MDF TBD TBD PAINTED #19 0 AS NOTED PAINT SHERWIN WILLIAMS SW 6444 LOUNGE GREEN SATIN 16 AS NOTED PAINT SHERWIN WILLIAMS SW 6445 GARDEN GROVE SATIN 41, AS NOTED PAINT SHERWIN WILLIAMS SW 6443 RELISH NOT USED AT THIS LOCATION 18 AS NOTED RUBBER BASE JOHNSONITE �s' VINYL 4" #40 BLACK NOT USED AT THIS LOCATION 19 AS NOTED PAINT SHERWIN WILLIAMS SW 6300 BURGUNDY SATIN 27 AS NOTED STAINLESS STEEL TBD #4 FINISH 0 AS NOTED TILE BASE DAL TILE P504 6' X 13" COVE BASE Anik IOW MALL ENTRANCE WALL TILE DAL TILE P327 12' X 24" PANDA BLACK 1 i 1 T• i . it] I - f II f rTm _i_.] P - 1.- L - L . - -' F - cit elwre o w 0 al 0 nourish your body Sue Genty IA 12610 NE 104th St. 425 - 827 -3438 office 425- z o.1 Date: 1 -10 -08 Scale: NOTED Drawn by: SC /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA A6 BACK OF HOUSE: PAINT #2 BASE #1S MOP SINK #13 9'-O" AFF INTERIOR ELEVATION 1/4" = 1' -0" X4 43 BOAR✓ 1/4" = 1' -0" SN:EZE GJ AW3001Vf= BO ARD -- -JOINT UNE 6EFYEEN SECTIONS - ANGLED WALL FORESHORTENED �. CP mimes_ INTERIOR ELEVATION Q TYPICAL DIMENSIONS 9' -6 "AFF 7' -0" AFF * Q 0 1/4" = 1' -0" eirit 7 FLOORS THROUGHOUT TO BE STAINED CONCRETE WITH SEALER AND TOP COAT OVER. FOR FURTHER SPEC INFORMATION PLEASE CALL MAVERICK SPECIALTY CONTRACTING AT 206 -285 -0703. DO NOT END A COLOR ON AN OUTSIDE CORNER. WHERE ONE FINISH IS NOT NOTED AS CONTINUING AROUND A CORNER, CONTINUE IT TO THE INSIDE CORNER AND MAKE THE COLOR CHANGE @ THAT POINT. WHERE IT IS QUESTIONABLE IN THE FIELD - CALL FOR CLARIFICATION. ALL PAINT TO BE SATIN FINISH ON WALLS AND SEMI GLOSS ON CASING /DOORS AND TRIM. °ma tia hi INTERIOR ELEVATION ADDITIVE BOARD MENU BOARD WALL � 1/4" = 1' -0" 7961':! 4 II II d i , 7-7' OPENING IN WALL FOR ICE MACHINE TO PASS THROUGH CENTERED IN WALL. SEE DETAIL 3 ON SHEET A7 VERIFY DIMENSIONS WITH MANUFACTURER'S CUT SHEET OPEN TO BACK OF HOUSE O Q SST. STL CORNER GUARDS TYP @ ALL OUTSIDE CORNERS IN BACK OF HOUSE AND AROUND OUTSIDE CORNERS 1/4" = 1' -0" Q INTERIOR ELEVATION D� EEHEI O c) NEUTRAL PIER ON MALL SIDE OF RETURN WALL FROM NUTRAL PIER UP TO METAL FRAME OF STORE FRONT 1/4" = 1' -0" MALL ENTRANCE REVIEWED FE CODE COMPLIANCE APPROVED FEB -- 3 2008 City Of Tukwila B ILDIN I_F _ ELEVATION KEY < RECEIVED CITY OF €t?:�n..LA JAN 29Zen pEivit i o N.T i 1 T• i . it] I - f II f rTm _i_.] P - 1.- L - L . - -' F - BACK OF HOUSE: PAINT #2 BASE #1S MOP SINK #13 9'-O" AFF INTERIOR ELEVATION 1/4" = 1' -0" X4 43 BOAR✓ 1/4" = 1' -0" SN:EZE GJ AW3001Vf= BO ARD -- -JOINT UNE 6EFYEEN SECTIONS - ANGLED WALL FORESHORTENED �. CP mimes_ INTERIOR ELEVATION Q TYPICAL DIMENSIONS 9' -6 "AFF 7' -0" AFF * Q 0 1/4" = 1' -0" eirit 7 FLOORS THROUGHOUT TO BE STAINED CONCRETE WITH SEALER AND TOP COAT OVER. FOR FURTHER SPEC INFORMATION PLEASE CALL MAVERICK SPECIALTY CONTRACTING AT 206 -285 -0703. DO NOT END A COLOR ON AN OUTSIDE CORNER. WHERE ONE FINISH IS NOT NOTED AS CONTINUING AROUND A CORNER, CONTINUE IT TO THE INSIDE CORNER AND MAKE THE COLOR CHANGE @ THAT POINT. WHERE IT IS QUESTIONABLE IN THE FIELD - CALL FOR CLARIFICATION. ALL PAINT TO BE SATIN FINISH ON WALLS AND SEMI GLOSS ON CASING /DOORS AND TRIM. °ma tia hi INTERIOR ELEVATION ADDITIVE BOARD MENU BOARD WALL � 1/4" = 1' -0" 7961':! 4 II II d i , 7-7' OPENING IN WALL FOR ICE MACHINE TO PASS THROUGH CENTERED IN WALL. SEE DETAIL 3 ON SHEET A7 VERIFY DIMENSIONS WITH MANUFACTURER'S CUT SHEET OPEN TO BACK OF HOUSE O Q SST. STL CORNER GUARDS TYP @ ALL OUTSIDE CORNERS IN BACK OF HOUSE AND AROUND OUTSIDE CORNERS 1/4" = 1' -0" Q INTERIOR ELEVATION D� EEHEI O c) NEUTRAL PIER ON MALL SIDE OF RETURN WALL FROM NUTRAL PIER UP TO METAL FRAME OF STORE FRONT 1/4" = 1' -0" MALL ENTRANCE REVIEWED FE CODE COMPLIANCE APPROVED FEB -- 3 2008 City Of Tukwila B ILDIN I_F _ ELEVATION KEY < RECEIVED CITY OF €t?:�n..LA JAN 29Zen pEivit i o N.T i 1 T• i . =: I - rTm . _. L - _ . - -' BACK OF HOUSE: PAINT #2 BASE #1S MOP SINK #13 9'-O" AFF INTERIOR ELEVATION 1/4" = 1' -0" X4 43 BOAR✓ 1/4" = 1' -0" SN:EZE GJ AW3001Vf= BO ARD -- -JOINT UNE 6EFYEEN SECTIONS - ANGLED WALL FORESHORTENED �. CP mimes_ INTERIOR ELEVATION Q TYPICAL DIMENSIONS 9' -6 "AFF 7' -0" AFF * Q 0 1/4" = 1' -0" eirit 7 FLOORS THROUGHOUT TO BE STAINED CONCRETE WITH SEALER AND TOP COAT OVER. FOR FURTHER SPEC INFORMATION PLEASE CALL MAVERICK SPECIALTY CONTRACTING AT 206 -285 -0703. DO NOT END A COLOR ON AN OUTSIDE CORNER. WHERE ONE FINISH IS NOT NOTED AS CONTINUING AROUND A CORNER, CONTINUE IT TO THE INSIDE CORNER AND MAKE THE COLOR CHANGE @ THAT POINT. WHERE IT IS QUESTIONABLE IN THE FIELD - CALL FOR CLARIFICATION. ALL PAINT TO BE SATIN FINISH ON WALLS AND SEMI GLOSS ON CASING /DOORS AND TRIM. °ma tia hi INTERIOR ELEVATION ADDITIVE BOARD MENU BOARD WALL � 1/4" = 1' -0" 7961':! 4 II II d i , 7-7' OPENING IN WALL FOR ICE MACHINE TO PASS THROUGH CENTERED IN WALL. SEE DETAIL 3 ON SHEET A7 VERIFY DIMENSIONS WITH MANUFACTURER'S CUT SHEET OPEN TO BACK OF HOUSE O Q SST. STL CORNER GUARDS TYP @ ALL OUTSIDE CORNERS IN BACK OF HOUSE AND AROUND OUTSIDE CORNERS 1/4" = 1' -0" Q INTERIOR ELEVATION D� EEHEI O c) NEUTRAL PIER ON MALL SIDE OF RETURN WALL FROM NUTRAL PIER UP TO METAL FRAME OF STORE FRONT 1/4" = 1' -0" MALL ENTRANCE REVIEWED FE CODE COMPLIANCE APPROVED FEB -- 3 2008 City Of Tukwila B ILDIN I_F _ ELEVATION KEY < RECEIVED CITY OF €t?:�n..LA JAN 29Zen pEivit i o N.T PE /./ON (T T ) •. Id citysmo • th . /72 61 UP TO S' . 15-32" Citj, fit', 01.„1 nourish your body Sue Genty IA 12610 NE 104th St. 425 - 827 -3438 office 425 Date: 1-10-08 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA A6• 1 M ME (T T ) •. Id citysmo • th . /72 61 UP TO S' . 15-32" ONCOURSE STORE FRONT SHOP DRAWINGS TO BE PROVIDE AT FINAL DESIGN SUBMITTAL LEASE LINE , 1 -314" (44mm) 3 -3 /4" (95mm) Glass Clear Opening Less 7 -3/8' (1 B7mm) 4° (102mm) 3 -5 /B' (92mm) Nan Clad 3/6' J (10Tnm) • 3" = 1 -0 " LANDLORD BULKHEAD STORE FRONT SIGN 0 1/4" = 1' -0" I�I�I�I�I�Ii�l�I�I�II•lril�1 1 1•�I�I�I_I�I�I�IG�I�I1 �I��I�I ®• ®I_I_l— I \ STORE SECTION TEMPERED GLAZING TRANSOM 4 -1/16" (104mm) Clad LEASE LINE Clear Opening SUSPENDED GWB CEILING IN RETAIL AREA - • STORE FRONT SECTION DETAIL IT3 ENE 1" X 1 -1/2" ALUM. CHANNEL SECURE TO EXISTING SOFFIT FRAMING — DST TENANT SIDE 1" X 1 " ALUM. CHANNEL W /GASKET TYP. SECURE TO STEEL FRAMEWORK 4" X 6" x 1 /4" TUBULAR STEEL STRUCTURAL FRAMING STOREFRONT COMPANY TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION — CONFIRM GUAGE OF STEEL SUPPORT WITH STOREFRONT ENGINEER WARPED WITH 20 GA STAINLESS STEEL VENEER #4 FINISH FOLDED CORNERS — NO SEAMS VISIBLE TO EXTERIOR PLASMA SUSPENDED ACOUSTIC GRID CEILING IN BACK OF HOUSE INTERIOR PARTITIONS ATTACHED TO DECK WITH SLIP TRACK AND 6" VENTILATION GAP MENU BOARD WALL LEASE LINE SECURE TO EXISTING FRAMING V.I.F. CONDITIONS FIELD WELD 4" X 4" X 1 /4" TUBE STEEL COLUMN THRU BOLT STEEL COLUMN TO 1 /4" ANCHOR PLATE "U" FLANGE DRILL AND SECURE ANCHOR PLATE TO EXISTING CONCRETE FLOOR W/ 1 /2" ANCHOR BOLTS MIN. EMBEDDING 3" SECURE WITH EPDXY • STORE FRONT DETAIL 1" = 1'_O" I.■..■■■■.I ■I•■IM■ =■ 11•1 111111 ■ ■— .— ■— ■ — ■ — •—■ ��� ®lam ®Qi� ■ ® ®i SEE DETAIL 6/A6.1 9 1/4" = 1' -O" NEUTRAL PIER STEEL TUBE FRAMING WARPED WITH ALUMINUM SUPPORTING GLASS STORE FRONT SEE DETAIL 5/A6.1 BUTT JOINTS IN TIE GLAZING GLASS STORE FRONT STORE FRONT ELEVATION DD--04(o 4" X 6" 1 /4" TUBE STEEL HEADER 4" X 6" X 1 /4" TUBE STEEL COLUMN W /ST. STL WRAP. SEAMS TO BE CONCEALED @ GLAZING INTERSECTION STORE FRONT DETAIL 1" = 1' —O" Ye 6" — 1' —O 1 /2" ALUMINUM REGLET PER WESTFIELD SPECIFICATIONS 2" WIDE STRIP OF MOSAIC TILE TO MATCH SERVICE COUNTER 12" X 24" BLACK TILE ON WALL AND RETURN STEEL TUBE FRAMING WARPED WITH BRUSHED ALUMINUM SUPPORTING GLASS STORE FRONT STORE FRONT TILE DETAIL 12" X 24" TILE DAL TILE KIMONO SILK P327 — PANDA BLACK REGLET R ED °D FCb CODE CO PLIANCE APPROVED FED 3 2EJCI City Ct Tu�ra� BUILDING DPISION GLASS MOSAIC TILE TO MATCH SERVICE COUNTER THIN SET LATEX PORTLAND CEMENT MORTAR COAT OR MASTIC PER TILE MFG. RECOMMENDATIONS 5/8 TYPE X GWB R CITY JAN PCn' ECEIVED JF T OK\V'9J -1 2 9 ZCu3 .r o UEN i PEV/ ION 71" 5 / -/ 71" 7-0 / TYP. FINSHED SIZE OF AVONIT rfpoq Jraa f lispriou egr % ey Sue Genty e-0 1 4 12610 NE 104th St. 425 - 827 -3438 office 425- -o1 1 w :D SIZE OF STAINLESS . w . . , ,, . SUPPLEMENT BOARD IN OTHERS INSTALLED W /FRENCH . .,. . . ..,v . . ..n . .. o- . 59 3/4" TYP. FINISHED SIZE OF AVONITE .., - °� . F .,m - - - - - -- . ..w . P , ,.� . — , .- d .,n 1 J r TTI 'T H l r� N Z ,, . . o o T i i _ — — — H I0 10 II 1 . ±T , 11 , -. I I PEV/ ION rfpoq Jraa f lispriou egr % ey Sue Genty e-0 1 4 12610 NE 104th St. 425 - 827 -3438 office 425- -o1 1 VERIFY CLEARANCE WITH MFR. RECOMMENDATIONS CANTILEVER ICE FLAKER OVER BACK AND SECURELY ATTACH MENU BOARD WALL LAYOUT 1/2" = l'-0" ICE BIN OPENING DETAIL 25GAGUEMETAL 1 1/2 "X 3 1 /2" FLAT STUD AT BACK OF GWB FOR SUPPORT 1"— Ir —Qn 1" = 1' -0 •'o a e 4 SECURE CONTINUOS CAPTURE TRACK TO DECK F.T. WOOD BLOCKING AS NEEDED a 20 GAUGE 3 5/8" METAL STUD @ 16' O. C. 5/8" TYPE "X" GWB BOTH SIDES. SEE FINISH PLAN. COVE BASE. SEE FINISH PLAN. SECURE TO SUB FLOOR @ 2' -0" O. C. SEE FINISH PLAN MENU BOARD "A" ROUGH OPENING: 73" W X 61 1/2" H NOTE: AVONITE PANELS FOR MENU BOARDS "A" ARE 17 3/4" WIDE X 59 3/4" HIGH MENU BOARD "A" 4- PANELS WIDE FRILL HEIGHT PARTITION WALL DETAIL NOTE: FIRE RATING OF WALL ASSEMBLY IS NOT REQUIRED TO EXTEND ABOVE TENANT CEILING. GYPSUM BOARD TO BE HELD MIN. a" CLEAR BELOW UNDERSIDE OF DECK ABOVE TO ACCOMMODATE TENANT HVAC RETURN AIR SYSTEM. c7 0 LUJ W L!] MENU WALL SECTION DETAIL 1/2" = 1' -0" TENANT SPACE li A7 4 1" X 2" X 2" Z STAINLESS STEEL FRAME GWB 5 / 8 "X" WET & KITCHEN AREA W /WATER PROOF GWB & FRP /P -LAM PANELS PER ELEVATIONS OVER 1 1/2 " X 6" 20 GAUGE STUD AT 16" O.C. EXISTING CONCRETE FLOOR SLAB FINISH CONCRETE FLOOR i AS NOTED - SECURE TO EXISTING TRUSSES DOUBLE TUBE FLUORESCENT FIXTURE TYP - TOP & BOTTOM MENU PANEL TENANT SPACE u.L NO. U465 -- UNDERSIDE OF DECK ABOVE 6" SLOTTED TRACK (SLP —TRK OR EQ) FINISH PER SCHEDULE CEILING BY TENANT (WHERE OCCURS) 6" STEEL STUDS r 16" O.C. 5/8" GYPSUM BOARD TYPE "X" (BOTH SIDES) THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSE'BLY. REFER TO UL'S DOCUMENTAT ON FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8" THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CE LING TRACK WITH 1 IN. LONG, TYPE S SILEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12 IN. 00 IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. RAMSET AS REQUIRED 6" CONTINUOUS UNPUNCHED STEEL TRACK •FLOOR FINISH CONCRETE SLAB, SEE STRUCTURAL DRAMNGS i — - PAiNTABLE FIRESTOP SEALANT (BOTH SIDES) NOTE: ALL GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT ',I)0 -F ?;ISMF:\? _4°].. H�CSf. 1 HR TENANT DEMISING PARTITION (TYPICAL)- 3 SCALE / L. a ISOMETRIC OF MENU BOARD THIN SET LATEX PORTLAND CEMENT MORTAR COAT OR MASTIC PER TILE MFG. RECOMMENDATIONS L. c. 1" = 1' -Q" •-•0 L . a C. C, STAINED CONCRETE FLOOR C. C, 4 L COVED BASE TILE C. G C. 5/8" GWB L. La C. C• C' a t-a C ' O C, C. L- COVE TILE BASE DETAIL C. 1" FLANGE FOR SECURING TO FRAMING WHITE MELAMINE BACK OF MENU BOARDS WITH DOORS TO ACCESS LIGHT PIANO HINGE ACCESS DOOR WITH LATCH PIANO HINGE DOUBLE TUBE FLUORESCENT TYP. TOP AND BOTTOM REVTEW:. CODE COMPLIANCE APPROVED FEED - 8 2Q09 City Of Tukwila B. _ILDINC DIVISION a P O RECE VED r- CITY O T.J 4WILA JAN 2 9 2CC3 1- n,Vdi I l.,LN I ER VARIES. SEE R/C PLAN 0 0 8 SCALE: 1 /2" = 1' -0" SCALE: 1" = 1' -0" ro 0 N Q U) N. O BLDG LID ABOVE CEILING GRID W/ NO TILE WATER HEATER E MIN 22GA x 3/4" WIDE METAL STRAPS - 2 STRAPS REQ. PER UPC 508,2 DRIP PAN W /DRAIN TO SINK BELOW MOP HOLDER FRP WAINSCOT LINE ENCLOSURE W /FRP FAUCET HOSE CLIP MOP SINK HOT WATER TANK/MOP SINK DETAIL LIGHT FIXTURE SEE R/C PLAN 2 ._ 0 „ CROSS BRACING 0.7 09 4 0 9 GWB CEILING AT 13' -7' AFF 1 1/2" X 2" METAL FRAMING @ 16' O.C. SECURING TO CAPTURE TRACK 5/8" GYPSUM BOARD "X" TAPE FILL AND SAND SMOOTH TO RECEIVE PAINT CORNER BEAD MENU BOARD WALL SEE DETAIL 5 ON SHEET A7 CLEAR CONTROLS BY 4" MIN SOFFIT AT MENU BOARD WALL DETAIL (2) 3 5/8" 16 GA MTL STUDS TYP W/5/8" GWB 'X' EACH SIDE e WATER HEATER 3/4" PLYWOOD FLOOR OR 1 /2" GLASSCRETE CEMENT BR DRIP P SCALE: 2" = 1' -0" ■ WALL HOT WATER TANK/MOP SINK DETAIL P a 0 0 2 —O%' J (2) 6" 16 GA MTL JOIST TYP W/ 4 1/2 X 12 PANHEAD SHEET MTL SCREWS AND WASHERS TYP. ALIGN JOIST W /WATER HEATER 'FEET' a 0 SCALE: 1" — 1' -0" 4 .5' 4 0 18 GA G.I. SHEET METAL BACKING APPLIED TO FACE OF METAL STUDS OR 3 /a' PLYWOOD WALL BACKING - FLUSH WITH FACE OF WOOD STUDS WOOD OR METAL STUDS J FINISH FLOOR 0 D SUSPENDED GWB CEILING DTAIL 4 J 1 WALL BACKER DTAIL SCALE: 2" = 1' -0" 4 - i a ° 0 0 .1° PAN DECK ABOVE 13 -7" AFF. 5/8" TYPE —X GWB. EXTEND BACKING TO NEXT STUD BEYOND AS SPECIFIED a HANGING WIRE ATTACHED TO ANCHOR DRILLED INTO PAN DECK SEE DETAILS B & C ON SHEET A7.2 SEE NOTES AND DETAIL ON SHEET A7.2 FOR REQUIREMENT FOR HANGING WIRE 1 1 /2" COLD ROLLED CHANNELS @ 4" O.C. 7/8" FURRING CHANNELS @ 24" O.C. CLIPPED OR TIED TO MAIN CHANNELS SEE DETAIL A ON SHEET A7.2 0 w a I- O d 3 4 o, 0 DOS %-.0 V r d 0 0 (LOWER LEVEL) NEW DROPPED SOFFIT @ + 9' -0" A.F.F. 1" = 1' -0" J WALL TYPE PER PLAN 3" = 1' - 0" r (UPPER LEVEL) NEW DROPPED SOFFIT @ + 9 -6" A.F.F. } DOUBLE HEADER DOOR AND FRAME PER DOOR SCHEDULE u 0 SUSPENDED CLOUD DETAILS DOOR HEAD /JAMB SIM o 9 /534 JAMB SIM. a CODE COMPLIANCE APPROVED City Of TOkwii B ILDING DP IS ON 3/8" ALLTHREAD @MAX 36" O.C. AND SECURE TO UNISTRUT RUN UNISTRUT CONTINUOUS ABOVE CHANNEL FOR SUSPENDED GWB. CEILING SECURE UNISTRUT TO CHANNELS FOR SUSPENDED GWB CEILING — SPAN MIN. 3 CHANELS W /UNISTRUT 3/4" CHROME SLEEVE OVER ALL THREAD TYP. 2 LAYERS— COLOR AND MATERIAL TO BE SPECIFIED IN FIN. SCHEDULE CHROME SCREW & BEAUTY RING LIGHT FIXTURE PER SCHEDULE RECEIVED CITY OF T (ANI A JAN 2 2C23 Vari avkI 11,.;I_i\I . I ER F- L] cn f z J w r 0 UNLESS NOTED UNLESS NOTED OTHERWISE cit or el a nourish your body [nterior Kirkland, Wk -822-3525 fax r1 H c) Date: 1-10-08 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA A7 • 0 0 8 SCALE: 1 /2" = 1' -0" SCALE: 1" = 1' -0" ro 0 N Q U) N. O BLDG LID ABOVE CEILING GRID W/ NO TILE WATER HEATER E MIN 22GA x 3/4" WIDE METAL STRAPS - 2 STRAPS REQ. PER UPC 508,2 DRIP PAN W /DRAIN TO SINK BELOW MOP HOLDER FRP WAINSCOT LINE ENCLOSURE W /FRP FAUCET HOSE CLIP MOP SINK HOT WATER TANK/MOP SINK DETAIL LIGHT FIXTURE SEE R/C PLAN 2 ._ 0 „ CROSS BRACING 0.7 09 4 0 9 GWB CEILING AT 13' -7' AFF 1 1/2" X 2" METAL FRAMING @ 16' O.C. SECURING TO CAPTURE TRACK 5/8" GYPSUM BOARD "X" TAPE FILL AND SAND SMOOTH TO RECEIVE PAINT CORNER BEAD MENU BOARD WALL SEE DETAIL 5 ON SHEET A7 CLEAR CONTROLS BY 4" MIN SOFFIT AT MENU BOARD WALL DETAIL (2) 3 5/8" 16 GA MTL STUDS TYP W/5/8" GWB 'X' EACH SIDE e WATER HEATER 3/4" PLYWOOD FLOOR OR 1 /2" GLASSCRETE CEMENT BR DRIP P SCALE: 2" = 1' -0" ■ WALL HOT WATER TANK/MOP SINK DETAIL P a 0 0 2 —O%' J (2) 6" 16 GA MTL JOIST TYP W/ 4 1/2 X 12 PANHEAD SHEET MTL SCREWS AND WASHERS TYP. ALIGN JOIST W /WATER HEATER 'FEET' a 0 SCALE: 1" — 1' -0" 4 .5' 4 0 18 GA G.I. SHEET METAL BACKING APPLIED TO FACE OF METAL STUDS OR 3 /a' PLYWOOD WALL BACKING - FLUSH WITH FACE OF WOOD STUDS WOOD OR METAL STUDS J FINISH FLOOR 0 D SUSPENDED GWB CEILING DTAIL 4 J 1 WALL BACKER DTAIL SCALE: 2" = 1' -0" 4 - i a ° 0 0 .1° PAN DECK ABOVE 13 -7" AFF. 5/8" TYPE —X GWB. EXTEND BACKING TO NEXT STUD BEYOND AS SPECIFIED a HANGING WIRE ATTACHED TO ANCHOR DRILLED INTO PAN DECK SEE DETAILS B & C ON SHEET A7.2 SEE NOTES AND DETAIL ON SHEET A7.2 FOR REQUIREMENT FOR HANGING WIRE 1 1 /2" COLD ROLLED CHANNELS @ 4" O.C. 7/8" FURRING CHANNELS @ 24" O.C. CLIPPED OR TIED TO MAIN CHANNELS SEE DETAIL A ON SHEET A7.2 0 w a I- O d 3 4 o, 0 DOS %-.0 V r d 0 0 (LOWER LEVEL) NEW DROPPED SOFFIT @ + 9' -0" A.F.F. 1" = 1' -0" J WALL TYPE PER PLAN 3" = 1' - 0" r (UPPER LEVEL) NEW DROPPED SOFFIT @ + 9 -6" A.F.F. } DOUBLE HEADER DOOR AND FRAME PER DOOR SCHEDULE u 0 SUSPENDED CLOUD DETAILS DOOR HEAD /JAMB SIM o 9 /534 JAMB SIM. a CODE COMPLIANCE APPROVED City Of TOkwii B ILDING DP IS ON 3/8" ALLTHREAD @MAX 36" O.C. AND SECURE TO UNISTRUT RUN UNISTRUT CONTINUOUS ABOVE CHANNEL FOR SUSPENDED GWB. CEILING SECURE UNISTRUT TO CHANNELS FOR SUSPENDED GWB CEILING — SPAN MIN. 3 CHANELS W /UNISTRUT 3/4" CHROME SLEEVE OVER ALL THREAD TYP. 2 LAYERS— COLOR AND MATERIAL TO BE SPECIFIED IN FIN. SCHEDULE CHROME SCREW & BEAUTY RING LIGHT FIXTURE PER SCHEDULE RECEIVED CITY OF T (ANI A JAN 2 2C23 Vari avkI 11,.;I_i\I . I ER F- L] cn f z J w r 0 UNLESS NOTED UNLESS NOTED OTHERWISE /2vi ION Xp aq ,krivvi Q fSmrn u % %40 * , o rb Sue Genty � Interior l 12610 NE 104th St. Kirkland_ W , rTi H Date: 1 -10 -08 CEILING NOTES: 1. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (hd). 2. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO Y360 OF IT'S SPAN. 3. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. TWELVE GUAGE HANGER WIRE SPACED 4 FEET ON CENTER. 4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. 5. CEILING SQUARE FOOTAGE @ KITCHEN LOCATION IS 284 SQ. FT. AND EXEMPT FROM LATERAL FORCE BRACING. 6 CEILING MUST BE BRACED TO STRUCTURE ON MINIMUM 2 SIDES. 7. ALL WALL MOULDINGS TO BE A MINIMUM 2" WIDE FLANGE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4' CLEARANCE FROM THE WALL AND FREE TO SLIDE. 8. THE GRID SHALL BE ATTACHED @ TWO ADJACENT WALLS . 9. THERE SHALL BE A MINIMUM 3 /4' CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN- ATTACHED WALLS. 10. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. 11. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. 12. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERMETER WALL. 13. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. 14. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4' ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. 15. ANY CONNECTION DEVICE IN THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 LBS. 16. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING 200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 LBS SHOT IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. 17. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2 WHICHEVER IS GREATER. 18. POWER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. 19. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERMITER WIRE. 20. LIGHT FIXTURES WEIGHING LESS THAN 10 PLBS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. 21. LIGHT FIXTURES WEIGHING MORE THAN 10 LBS AND LESS THAN 56 LBS SHALL HAVE (2) 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 22. TERMINALS OR SERVICES WEIGHING 20 LBS BUT NOT MORE THAN 56 LBS MUST HAVE (2) 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK 23. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. 24. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. 25. CEILING TILES OVER FOOD PREP AREA TO RECEIVE CLEANABLE VINYL DROP IN TILE TO MEET REQUIREMENTS OF LOCAL HEALTH DEPARTMENT JURISDICTIONS. L/R RATIO < 200 COMPRESSION -� STRUT - SECURE TO STRUCTURE ABOVE (2 CONDITIONS) SEE DETAIL 2 THIS SHEET - ATTACHMENT TO MAIN RUNNER. STRUT SHALL NOT REPLACE HANGER (NOT REQUIRED IF CEILING IS LESS THAN 1000 SQ. FT.) 1/4" MACHINE BOLT NORTH 45 AT UNATTACHED WALL C NTS 45 `MAX. EAST SOUTH p 4 4, * WE 45\ , \ � CROSS RUNNERS I RUNNERS FACE OF WALL 6" MAX. 3/4" TYP. HORIZ. �- STRUT a tatlemaniiiimeasitamuatumw( tga�► NOTE: CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. 6D WALL ANGLE - MIN 2" SHANK AIN NAIL M RUNNERS TO MAN UNN TO BE HEAVY DUTY -TYP. #12 GAGE WIRE 3 TURNS W/1 1 1/2" CROSS OR MAIN RUNNER #10 SHEET METAL SCREW AT EACH STUD- - MAX. 2'-O" O.C. NOTE: SEISMIC BRACING AT 8' X 1 O.C. MAX. THE SPLAY WIRES ARE TO BE TAUT WITHOUT CAUSING CEILING UPLIFT - PROVIDE AT NOT MORE THAN 1 /2 NOTED SPACING ABOVE FROM EACH PERIMETER WALL. POP RIVET TO MAIN OR CROSS RUNNERS SEISMICALLY TIE PER CEILING NOTES TYPICAL METAL FURRING CHANNEL CLIP #12 / B (4) RAC WIRES ( SPLAYED �/ PARALLEL TO THE PLANE OF EACH RUNNER) VERT. ANGLE = 45 MAX. j� FROM HORIZ. (SPLICES \NOT PERMITTED) d (4 WRAPS IN 1 1/2" MIN. FOR UPPER & L LOWER CONNECTION TYPICAL 45 `MAX. AT ATTACHED WALL M ■araurraun»rnirranau»i7r&auur.. ) OS ft--04 METAL FURRING CHANNEL @ 24" O.C. 1 1 /2" CHANNEL 4' -0" O.C. MAX ISOMETRIC DETAIL OF FURRII� G CHANNEL #12 GA. HANGER WIRES 48" O.C. TYP. � ��ir�»riu�tcm • MAIN RUNNER AT 2' -0" O.C. FOR 2'x2' TILES ,�II11) P�»>n m itt(I) 11i immalimmumitL, CROSS RUNNER AT 7-0" O.C. 2'x2' LAY-IN ACOUSTICAL TILE • Maitii1r2aunmattna II9b1I Uiuurua►i1w», #12 GAGE WIRE HANGER #12 GAGE SAFETY SLACK WIRE AT EACH CORNER AIR DIFFUSER- SEE MECH. DWGS. #12 GAGE SAFETY SLACK WIRE AT EACH CORNER - FASTEN FIXTURE TO GRID WITH (4) CLIPS - ONE EACH CORNER - SEE ELECTRICAL SPECIFICATION SECTION 16500 LIGHTING FIXTURE TEE GRID FR J fit y #12 GAGE WIRE AT 4' -O" O.C. MA )CODE COMI ;E ALONG MAIN RUNNER APPROVED MAIN RUNNER AT 2' -0" O.C. FOR 2'x2' TILES SPLICE - THRU CONNECTION 2'x2' LAY-IN ACOUSTICAL TILE Min. 1' Typical Min. 3000 psi Sand - Structural Lightweight Concrete Lower Flute —' Minimum "\— No. 20 Gauge Steel Deck DRILLING IN TO PAN DECK - DETAIL Hiltii Ceiling Kwik Bolt (HHDCA) Anchor Installation Instructions 1. Drill bole using 1/4" bit. FEB - 21;05 City Of Tukwila BUILDI , G D ft SIGN RECE �JE=PD CITY O i u ,—, v! A JAN 2 2c 3 INSTALLING ANCHOR BOLTS - DETAIL � ` ntvil I "NI l ER a iTV/5 /O/V Apart al ystxnou let [nterior Kirkland. W � 6333 REGISTERED C4 A 1 R , G ,, H I T IF! MARCEL DESRANLEAU CA 0 STATE OF WASHINGTON Date: 1 -10 -08 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA A9 f PL CORIAN END SPLASH; SEE SHT. A9.2 SNEEZE GUARD BLK. P —LAM PANEL; SEE BELOW BLK. P —LAM EDGING BACK PANEL AT BLENDER STATION TO BE REMOVABLE LINE AT TILE FACING EDGE OF TILE FACE TO BE IN ALIGNMENT WITH SIDE (NO SCRIBE) 3/4" PLYWOOD SIDE PANEL FOR INSTALLATION ATTACHMENT ALLOW FOR ELECTRICAL ACCESS HATCHED AREA INDICATES REMOVABLE ACCESS PANEL MAPLE MEL. DRAWER BOX OTWW SUPPLIED OUTLETS = AT 16" FROM FLOOR; ROUTE INTO DIEWALL AS REQ'D AND MOUNT IN SHOP SST PL WHT. ML. INTERIOR EDGE OF COUNTERTOP A9.1 im QTY: 1 BLENDER STATION 1 SERVICE COUNTER 1 P05 CABINET 13 2 PLAN VIEW SCALE: 1 /2"—P-0" 26" SCALE: Y2' =1' -0" SNEEZE GUARD 124" (CLEAR) 26" ELEVATION - SERVICE SIDE SCALE: %2 " =1' -0" ELEVATION - RETAIL SIDE SCALE: %2 " =1' -0" NET SHELF WIDTH 131" 26" PLAN SECTION CUT 26" L WHT. ML. INTERIOR 1 " i " i " SOLID SURFACE REGISTER COVER SST CORNER GUARD SPACE FOR C.P.U. CUSTOM CABINET SEE SHEET A9.2 DRAWING 4 4" BRUSHED CHROME WIRE PULL SCALE: Y " =1' -0" LINE AT SS C--TOP ABOVE FRAMING LINE AT TILE FACING SNEEZE GUARD P.O.S. SIDE VIEW - TILE BASE BY OTHERS MAPLE MEL. DRAWER BOX — SOLID SURFACE P.O.S. COVER v — cc SS N 25 " T.P. DB -Di-tla C/L C /L' P.O.S. NOT SHOWN FOR CLARITY 1 /2" THICK C/L Ci SS SERVICE COUNTER SHELF 3/4" =1' -0" 571" (2 SS BLENDER STATION TOP QTY: 1 AS SHOWN 14" POS STATION REGISTER COVER: QTY: 1 AS SHOWN ELEVATION VIEW 4. GLASS 4 2. QTY: 1 AS SHOWN 11 C \-- 80mm GROMETT HOLE " n PARTS LIST: (6) 14" SQ. x 10—X" POSTS (10) PCS. GLASS CHANNEL 10 Xs" LONG (2) END BASE PLATES W /CAP & SCREWS (2) CORNER BASE PLATES W /CAP & SCREWS (2) CENTER BASE PLATES W /CAP & SCREWS (10) LF. GLAZING VINYL (GREY) (2) PCS. FROSTED GLASS (ENDS) (3) PCS. FROSTED GLASS (FACE) C/L BLENDER STATION WALL SPLASH: QTY: 1 AS SHOWN ELEVATION VIEW COUNTER TOP DETAILS SCALE: 3/4 " —P -0" GLASS 44 • 130i" - * = FRONT EDGE RUN MIN. Xi" LONG FOR SCRIBE PLAN VIEW AT SNEEZE GUARD SCALE: 1/2 = 1' -0' TOP 3" CLEAR 7" FROSTED AT SERVICE SIDE FRONT ELEVATION AT SNEEZE GUARD SCALE: 1/2' = 1' -O' DASHED LINE INDICATES 2" EDGE; TYP. WHERE SHOWN C/L 2 9 S" 4 �. GLASS 42 • C/L SNEEZE GUARD SCALE 1 72 1 T-1'-0" POLISHED 1 —FACE ONLY BLENDER STATION NOT SHOWN FOR CLARITY C3 SS P.O.S. TOP 3/4 " =1' —O" QTY: 1 AS SHOWN NOTES: 1. MATERIAL 55 -2 CORIAN ANTHRACITE; 1/2" THK. 2. FINISH: SEMI —GLOSS 3. FINISHED PRODUCT TO BE PACKAGED TO AVOID DAMAGE DURING TRANSIT TO OTWW. 4. ALL FINISH EDGE CONDITIONS ARE INDICATED ON DRAWINGS. EDGES NOT INDICATED AS FINISHED TO BE CUT CLEAN AND SQUARE SO THEY CAN BUT FLUSH TO WALLS AS REQ'D 5. QUANTITIES ARE NOTED ON EACH CONFIGURATION. NOTE: CASEWORK DRAWINGS PROVIDED FOR INSTALLATION CLARIFICATION ONLY. CASEWORK IS PROVIDED BY CASEWORK FABRICATOR, AND IS INTENDED TO ARRIVE IN 4 PIECES WITH SLAB COUNTER TOP SEPARATE. MINOR INSTALLATION IS REQUIRED ON SITE PLEASE CLARIFY SCOPE OF WORK WITH CASEWORK SUPPLIER FOR CORRECT BIDDING PURPOSES. SEE ALSO SHEET A9.1 AND A9.2 FOR ADDITIONAL CASEWORK INFORW_∎11DN1._, ,. REVIEWED RAZ CODE COMPLIANCE APPROVED O FROSTED FACE AT SERVICE SIDE FEB - 3 2UOJ City Of Tukwila BUILDING DIVISION SIDE ELEVATION AT SNEEZE GUARD SCALE: 1/2' - 1' -4' REDGEMED cares FTUKRUA Mrtmou�� o. l:f�u�i its13 PTV/ION it iNd cat nourish your bud, Sue Genty � ] v 12610 NE 104th St. 425 - 827 -3438 office 425 Date: 1 -10 -08 Scale: NOTED Drawn by: SC /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA A9• 1 #10 x 1 -1/2" PH SCREWS W /WASHERS AT 12" O.C. MAX. STAGGERED BET. PLYWOOD SHEETS L;)Ia0 STEEL BRACKET 3/4" ALUMINUM ANGLE e REM. BACK WHT. MEL. DRAWER r- ADJ. SHELF VARIES • ▪ /_ WHT. MELAMINE INTERIOR TYP. • 25" • BLOCKING TO FLOOR BY G.C. / SECTIN CUT AT P.O.S. SCALE: 1"=1'-0" PL -1 SS CORIAN TOP 2 SHELF ATTACHMENT 3" -= —0" SUGGESTED ORDER OF ASSEMBLY 1. PUT IN ANGLE BRACKETS AND SECURE 2. PLACE PLYWOOD BASE ASSEMBLY 3. SECURE SCREWS SHELF BRACKET DETAILS SCALE: AS NOTED \ \ \ \ SCALE: 6 " =1' -0" PL 1 VARIES 2 LAYERS OF PLYWOOD " WHITE MELAMINE REM. PANEL STEEL BRACKET POST STEEL BRACKET ABOVE DOUBLE STUD SS REGISTER COVER; SEE SHT. A9 SS C —TOP TL AT CURVED FACE cV cV STEEL SUPPORT BRACKETS PL -1 FACE PANEL (2) 1" 0 HOLES FOR ELECTRICAL S5 CORIAN RUBBER BASE BY OTHERS EACH SIDE B.U. DECK; 2— LAYERS 5/8" PLY. * U) U) 5 3/4" PLYWOOD PLATE GLUED AND SCREWED TO BACK OF FACE PANEL FOR MOUNTING STEEL BRACKETS REMOVABLE PANEL FOR ELECTRIC ACCESS; 9fi" WHITE MELAMINE INSTALLERS TO RUN CONTINUOS BEAD OF CONSTRUCTION ADHESIVE BETWEEN FLOOR AND BOTTOM PLATE SECTION CUT AT SERVICE DIE WALL SCALE: 1"=P-00" SIDE VIEW AT SERVICE COUNTER SHELF BRACKET SCALE: 3" = 12" CRITICAL ANGLE 3 /8 "" WELD 16" przo BORE THRU HOLES FOR #10 WOOD SCREWS 4— PLACES THIS LEG (NO COUNTERSINK) 2" 1" 1" 0 0 h47 N, \ N F N, A BACK „ VIEW 3 =1--0 .� P.O.S. CORNER TRIM FULL SIZE 4 — #6x1" 5S PH SCREWS AT CORNER SST CORNER TRIM AT TILE ONLY CORNER TRIM DETAILS SCALE: AS NOTED BLK. P —LAM AT FACE AND EDGES (SERVICE SIDE ONLY) 2 " n 1 2 " WHT. MELAMINE 3/4" 3" INTERIOR TYP. ALUMINUM / ANGLE r;x.t SCALE: 1"=P-0" 2 0 2 n 1 n BORE THRU HOLES AND COUNTERSINK FOR #10 FLAT HEAD SCREWS 4— PLACES THIS SIDE. B VIEW AT UNDER SIDE 3 " =1' —O MATERIAL: 3/8" STEEL FINISH: FLAT BLACK QTY: 5 AS SHOWN NOTE: BRACKETS TO BE MADE TRUE AND SQUARE PER DIMENSIONS; EDGES TO BE GROUND FLAT WITH NO BURRS. 144' F VARIES 2 P.O.S. CORNER TRIM FULL SIZE QTY: (1) MATERIAL: 25 GA. SST FINISH: #4 SATIN BRUSH NOTE: CASEWORK DRAWINGS PROVIDED FOR INSTALLATION CLARIFICATION ONLY. CASEWORK IS PROVIDED BY CASEWORK FABRICATOR, AND IS INTENDED TO ARRIVE IN 4 PIECES WITH SLAB COUNTER TOP SEPARATE. MINOR INSTALLATION IS REQUIRED ON SITE PLEASE CLARIFY SCOPE OF WORK WITH CASEWORK SUPPLIER FOR CORRECT BIDDING PURPOSES. SEE ALSO SHEET A9 AND A9.2 FOR ADDITIONAL CASEWORK INFORMATION. a N, 1 3" BLOCKING TO FLOOR BY G.C. SS C —TOP N TILE AT CURVED FACE RUBBER BY OTHERS SECTION CUT AT BLENDER STATION 00 D oziya 00 0 0 0 0 ELEVATION AT P.O.S. TRIM SCALE: 3" = 1' — 0" Fi9IEWEr CODE COMPLIANCE APPROVED FEB - 8 2O City Of Tukwila BUILDING DIVISION RECEIVED CITE JAN 2 9 2C OS -� ���� ��► i ER oo 0 AEI/ /5 /ON 1 ADJ. SHELF L WHT. MELAMINE INTERIOR TYP. EQ EQ EQ I C:\ 'A 9( r£goq,e liSgriou o 4,121 vie> Sue Genty 1 12610 NE 104th St. Date: 1 -10 -08 Scale: NOTED Drawn by: SG /MJL Jab: ECS SOUTHCENTER 062, TUCKWILLA WA • / 1 ADJ. SHELF L WHT. MELAMINE INTERIOR TYP. EQ EQ EQ I / / PLAN SECTION PL -2 ALL EXPOSED SURFACES 6O-3" 484" RETAIL SLAT—WAIL .. .- .. i I 0 - - - -- ... MOUNTED TO WALL • - • 1 ELEVATION 1094" 108" TILE BASE BY OTHER 46 6" / / CD co CO +-l:0 - N \ \ PL 2 \° PL -2 AT SIDES SIDE VIEW JASPER G ,EEN PLAM FOR BASE OF CABINET DISPLAY CABINET WALL ATTACHMENT SCALE: 3" = 1' -0" PLAN - BLENDER CAB. A 6" 3" 4 SOLID SURFACE TOP LAG BOLTS TO STRUCTURAL BLOCKING OR STUDS BY OTHERS; MAX. 12" O.C. 1n 8 16" SECTION RETAIL SHELVING UNIT - EQUIPMENT # 2 SCALE: %2 " -1' -O" 4" SOLID SURFACE WALL SPLASH BACKER AT SLATWALL B.O. RETAIL SLAT WALL. B.O. #8x2" BLK. WD. SCREWS CSI 12" O.C. 25 i 24" WHT. MEL INTERIOR: W/ PL -1 EDGE: CLEARENCE FOR AIR FLOW SECTION BACK COUNTER CABNET - EQUIPMENT # 11 SCALE: 3/4"=1I-0" 1 1 PLAN -CAB. W /HAND SINK A 374" SOLID SURFACE TOP TILE BASE BY OTHER 36" � PLAN SECTION L ELEVATION 4" SOLID SURFACE WALL SPLASH N JASPER GREEN PLAM FOR BASE OF CABINET SECTION C N 2g " 24" CLEARENCE FOR AIR FLOW PL 2 LPL-2 AT SIDES 28" SIDE VIEW WHT. MEL INTERIOR —'4HT. MEL INTERIOR WI PL -1 EDGE 6 � os --040 1 " I 6" LAG BOLTS TO STRUCTURAL BLOCKING OR STUDS BY OTHERS; MAX. 12" O.C. A" \ in 4 PL -2 CD BACK COUNTER CABINET - EQUIPMENT #12 SCALE: 3/4 —1 -0 4 CO BACKER AT SLATWALL B.O. RETAIL SLAT WALL B.O. #8x2" BLK. WD. SCREWS 12" O.C. DISPLAY CABINET WALL ATTACHMENT SCALE: 3" = 1' -0" SECTION RETAIL DISPLAY REFER COVER -- EQUIPMENT # 40 SCALE: %2 " =1' -0" N 28" PL -2 COLUMN WITHIN DEMISING WALL TO WORK AROUND EXTERIOR AND TOP BLACK P —LAM — PARTIAL HEIGHT WALL BY GC 48 " 44" NOTE: CASEWORK DRAWINGS PROVIDED FOR INSTALLATION CLARIFICATION ONLY. CASEWORK IS PROVIDED BY CASEWORK FABRICATOR, AND IS INTENDED TO ARRIVE IN 4 PIECES WITH SLAB COUNTER TOP SEPARATE. MINOR INSTALLATION IS REQUIRED ON SITE PLEASE CLARIFY SCOPE OF WORK WITH CASEWORK SUPPLIER FOR CORRECT BIDDING PURPOSES. SEE ALSO SHEET A9 AND A9.1 FOR ADDITIONAL CASEWORK INFORMATION. BLACK RUBBER T —MOLD *VERIFY CLEAR DIMENSIONS WITH GC — SOLID SURFACE WALL TOP CAP ADJ. SHELF WHT. MELAMINE INTERIOR TYP. SCALE: 3/4 " -1' -O" 31" / ADJ. SHELF L WHT. MELAMINE INTERIOR TYP. ., L N BLOCKING TO FLOOR BY G.C. SCALE: 1 "=1 -0" — SOLID SURFACE TOP CAP I \ - 3/4" ALUMINUM ANGLE SOLID SURFACE CABINET TOP FRONT ELEVATION SCALE: SECTION SCALE: 6O4" 224 21" SECTION CABINET - EQUIPMENT #6 F WHT. MEL INTERIOR W/ PL -1 :EDGE 3/4° ALUMINUM J ANGLE 1 mom - s il CODE COMPLIANCE APPROVED FEB - 8 2303 Cit / OI: Ti�Ic1 il.3 - 3 UILI Ora JcN w, n N BACK COUNTER CABINET - EQUIPMENT # 24 RECEIVED ED t , JAN 2 ' 2CC3 FER 00 0 ci I W ri >- rr z J w 0 P VI /ON l.. +' 4 "nod ys inou irt [nterior Design Kirkland, Washington 9 - 822 -3525 fax — 206 -550- rri 6333 REGISTERED H � ARCNIT A CT r ) MARCEL DESRANLEEA C STATE OF WASHINGT❑NI Date: 1-10-08 Scale: NOTED Drawn by: SG /MJL Job: ECS SOUTHCENTER 062, TUCKWILLA WA A9 J 2 " — NAPKIN HOLDER (NOT PART OF CABINET, HERE TO ILLUSTRATE USE) �_ - -. 2.1" 371" — 2 — 4" DIAMETER METAL INSERTS FOR STRAWS II� SOLID SURFACE TOP TILE BASE BY OTHER 8" DIAMETER CUTOUT WITH METAL SLEEVE FOR TRASH 3/4" PLYWOOD WITH BLACK PLAM FOR VERTICAL c SUPPORT JASPER GREEN PLAM FOR BASE OF CABINET WHT. MEL INTERIOR WI PL -1 EDGE _ T.__ - r 18 SECTION 361" 32" SOLID SURFACE TO P I io CONDAMENT STATION - EQUIPMENT # 24 SCALE: 3/4 "= 1' -O" NOTE: CASEWORK DRAWINGS PROVIDED FOR INSTALLATION CLARIFICATION ONLY. CASEWORK IS PROVIDED BY CASEWORK FABRICATOR, AND IS INTENDED TO ARRIVE IN 4 PIECES WITH SLAB COUNTER TOP SEPARATE. MINOR INSTALLATION IS REQUIRED ON SITE PLEASE CLARIFY SCOPE OF WORK WITH CASEWORK SUPPLIER FOR CORRECT BIDDING PURPOSES. SEE ALSO SHEET A9 AND A9.1 FOR ADDITIONAL CASEWORK INFORMATION. CODE COMPLIANCE APPROVE) _\ FEB -- 8 Rik City Of Tukwila DIVISION RCSED JAN 2 ? 2t33 UN 1 ER Co I 0 w r z -.J w o• 0