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HomeMy WebLinkAboutPermit D08-085 - CEFIORE - WALLCEFIORE 17250 SOUTHCENTER PY I)08 -085 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 -085 Occupant /Tenant: CEFIORE Building Address: 17250 SOUTHCENTER PY, SUITE NO. 148 Parcel No.: 2623049117 Property Owner: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVIJE WA 98006 Use: RETAIL Occupancy Group /Division: 0008 Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 33 /3, 24,2g DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 2623049117 Address: 17250 SOUTHCENTER PY TUKW Suite No: Tenant: Name: CEFIORE Address: 17250 SOUTHCENTER PY , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134Th PL SE , BELLEVUE WA 98006 Phone: Contact Person: Name: JAKE LIM Address: 6733 121 AV SE , BELLEVUE WA 98006 Phone: 206 - 288 -3808 Contractor: Name: NOA ART CONSTRUCTION Address: 6733 121 AVE SE , BELLEVUE WA 98006 Phone: 206- 288 -2803 Contractor License No: NOAARAC933Q1 DESCRIPTION OF WORK: TENANT IMPROVEMENT - CONSTRUCT INTERIOR WALL. Value of Construction: $50,000.00 Fees Collected: $1,369.05 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: M doc: IBC -10/06 Cit f 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 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 -085 Issue Date: 03/27/2008 Permit Expires On: 09/23/2008 Expiration Date: 11/21/2009 D08 -085 Printed: 03 -27 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Permit Number: D08 - 085 Issue Date: 03/27/2008 Permit Expires On: 09/23/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End lime: 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: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: doc: IBC - 10/06 N I hereby certify that I have read and ex: ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied hether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance w -•r am authorized to sign and obtain this development permit. Signature: — Date: ®?' . /2Z / Public: Non - Profit: N Public: Date: 12 Print Name: /00" 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 -085 Printed: 03 -27 -2008 Parcel No.: 2623049117 Address: 17250 SOUTHCENTER PY TUKW Suite No: Tenant: CEFIORE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 085 Status: ISSUED Applied Date: 02/14/2008 Issue Date: 03/27/2008 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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: Cond -10/06 D08 -085 Printed: 03 -27 -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: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 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: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 24: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 25: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 26: 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: Manually operated flush bolts or surface bolts are not permitted. (IFC 1008.1.8.4) 28: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 29: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall doc: Cond -10/06 D08 -085 Printed: 03 -27 -2008 not be less than 36 inches. (IFC 1013.4.1) 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 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 31: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 32: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 33: U.L. central station supervision is required. (City Ordinance #2050) 34: All valves controlling the water supply for automatic sprinlder systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 35: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 36: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 37: Local U.L. central station supervision is required. (City Ordinance #2051) • 38: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 39: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 40: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 41: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 42: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 43: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinlder risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 44: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 -575 -4407 for ordering information. 45: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 46: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) doc: Cond -10/06 D08 -085 Printed: 03 -27 -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 47: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 48: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 49: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 50: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 51: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table 716.3.1) 52: 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. 53: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 54: Combustible material shall not be stored in boiler rooms, mechanical rooms or electrical equipment rooms. (IFC 315.2.3) 55: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 56: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 57: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 58: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -085 Printed: 03 -27 -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 conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. doc: Cond -10/06 D08 -085 Date: e3774 ordinances governing or local laws regulating Printed: 03 -27 -2008 Site Address: CITY OF TUKWI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permii, No. Meehanical.1?ernn.it No. Plumb tigiGas Perxriit No. Public 'Works Pert t No. Project No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION i'Vt lel Cle-In NCWY Tenant Name: - - 'p - - t--t C;'r j o)-f, King Co Assessor's Tax No.: Suite Number: 1 Floor: New Tenant: R.... Yes Property Owners Name: Mailing Address: City CONTACT PERSON .-= who do we contact when your pe rmit is ready to: b issue Name: (304e—e, Yv . Mailing Address: ( 7 -- 12 -(ti'f Av , E E -Mail Address: rl � 0 I Ar. VIA GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (1)g 4) for Plumbing and Gas Piping.(pg 5)I Company Name: Mailing Address: Contact Person: b A C K±F'& c± 1 0 ►n Li wt h 4i6 ho (tit C Contractor Registration Number: JQ f RAr-! 33 a E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: /7? (e - f-1i Ave. LJ 4 42C —3$ 01,y o) Q:\Applications\Porms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: Pef(evv e City Fax Number: (Z - 4 1111 State State Zip 1�sfi � ..No Zip �6- 2 -53 3Q o8 0/ c78 D City Day Telephone: Fax Number: Expiration Date: Zn� — 24b --b II,s..1 /zoo ARCHITECT OF R.ECO All t stamped by Architect of;Re Ly Net woo 44 ■,)A 98046 City State Zip Day Telephone: f25' — ? 0 0 Fax Number: `- — 3? 22. I GINEER, OF RECO tr stamped >by Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFOR1101ZION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 1 1- i Zr L.) Will there be new rack storage? ❑.... Yes Existing Building Valuation: $ nr If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below I$` Floor 2 ' ° Floor 3i Floor Floors thru Basement Accesstry.S Attao Detached Liars ge for Dot ached Car Cov d Deck Uncover 19 3 i ©r' Remodel 9 SC• Addition to Existing Structure Type of Constniction.per IBC Type of Occupancy per IBC 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): /4 • 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: L' 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. Q: Wpplicationa\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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 OWNER OR AITHORIZED AGENT: Signature: Print Name: Mailing Address: r L t 633 f..y 1 {- Date Application Expires: Date Application Accepted: Q:Wpplications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: vim ` f Q /° 0 - Day Telephone: 2.00 — asg — ' 02 ot\(-; Cit State i p Staff Initials: Page 6 of 6 1 Fixture Type: Qty Fixture Type: Qty ixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fou n or water cooler (per ad) ' ■ h fountain Gas piping outlets Bidet Food -wa , grinder, comme al Recep ir, indirect waste Clothes washer, domestic Floor rain Sinks Dental unit, cuspidor Sh er, single head trap Urinals Dishwasher, domestic, with independent drain atory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /o . vent 1 Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING .;RMIT INFORMATION - 206 -43170 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: / �^ Mailing Address: �0 3I— ?'ll S� Contact Person: E -Mail Address: Contractor Registration Number: 44.- Cy10 " lV d.8 Q:\Applications\Forms- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh T ti.0 0 e City Day Telephone: Fax Number: Valuation of Plumbing work (co actor's bid price): $ Crpc'6 Valuation of Gas Piping work (contr tor's bid price): $ Scope of Work (please provide detailed formation): Building Use (per Int'I Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Expiration Date: Indicate type of plumbing fixtures and/or gas piping tlets being ' stalled and the quantity below: tIt'afr I — 3 (erg/ °9 Page 5 of 6 Receipt No.: R08 -00942 Initials: User ID: Payee: ACCOUNT ITEM LIST: Description rinn.: Ranaint -0R JEM 1165 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2623049117 Permit Number: D08 -085 Address: 17250 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 02/14/2008 Applicant: CEFIORE Issue Date: NOA ART CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1054 831.50 BUILDING - NONRES STATE BUILDING SURCHARGE 000/322.100 000/386.904 RECEIPT Account Code Current Pmts Payment Amount: $831.50 Payment Date: 03/27/2008 02:51 PM Balance: $0.00 827.00 4.50 Total: $831.50 E/2 , 719 T[TAt_ Printari• f3- 27- 9(1(1R Receipt No.: R08 - 00434 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 1 City o Tukwila Department of Community bevel'opment 6300 Southcenter Boulevard, Suite #100 Tukwila, Washiniton 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http. / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049117 Permit Number: D08 -085 Address: 17250 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 02/14/2008 Applicant: CEFIORE Issue Date: Initials: BLH Payment Date: 02/14/2008 01:26 PM User ID: ADMIN Balance: $831.50 Payee: KYUNG WON LIM/ DBA NOA ART CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 1026 537.55 Account Code Current Pmts 000/345.830 537.55 Total: $537.55 Payment Amount: $537.55 8615 02/14 9710 TOTAL 53755 rinr.• Rnr.eint -OA Printed • 02- 14 -9MR Projec ?� rev�� T A- i ,t pecti / Type of n Address: 7ZS()Send ��j / t//l te pl h d: � Special Instructions: Date ted: v — 2 U — of! 7 a•ro• p.m. Requester: Phone ^Noo: C-*? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 `� Z (� / Zt/ i'< ..1,)., f 4 -( �\ 0-n Inspecttor: Date: / , 2 o LI $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: 1 • COMMENTS: `.. 1 — '1�1) 4 -- 6 1 S , 1 _�- Special Instructions: Z'' A M . .k _:,..[ . G - P (' -- il r -.��� _K 1 p .c� . ------.. 4 ; b r n c P. - y rr// J �gde r ' • ,4 rk �' �� !n-, -, '- r. �r i P � lJ7- i. Project: .,dam' Type of Inspection: #19.07/n/C.- Address: Da ba lled: Special Instructions: Z'' Date Wanted: / [. -- v � p.m. Requester: Phone ° J �gde pproved per applicable codes. . 1 d • INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 roP Inspector: IDate: t ` Ve El $60.00 REINSPECTION FEE 13E(WIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: ` o o C- ` fie i4• N J Aket.teA .Juf :A- Ciof.ne ss L, Jaa.l s : ` ..-- ,n,sr -1 ti n CCC.ss: Ye S` A4T E 6 /I LA-Tell 5; F Acc est: bfe rc fI o w e( „n t' A 6,iE., (-toot TU TA 2 t L 1 1 (( 114-4C (r i rr , l - » ' 1 T, P !l i l fvr ) � 0r� I") Ink 2 c0 . q" pf c oo5 A -b 0/t - 9 1 1 't 1( 7 rd Phone No,- ,�Q -3E-jam ,o Proj t: Type of Inspection: Address: /7r2 : .5d) //rt% r' ate Called: _ Special Instructions: f p.m. P lums ; A j AJOT T �. E t cA t v rte ,, r epair No r 1 AJTcnkle4 Date Wanted: 6' - /g- 2 0 Requester: Phone No,- ,�Q -3E-jam Inspector: MdM - Ot° S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ?' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. 1 Date: 1 0 Y ❑ $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: 4 COMMENTS: Type of Inspection: -1 e,, r ()A'.� Li er � 11/41-1,1,---1 i . 1s• dl n 6 GJA -14 /L' .` / +4f Al6T r -e¢'"1 !r4 I P e Date Wanted: a.m Co �' Requester: i o 11 A Project: 6 ) �� 1 Type of Inspection: -1 e,, r A � s: _ 0 c 71� C c �• � Date Called: r Special Instructions: Date Wanted: a.m Co �' Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspect 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: Proje t .J 2 Type oCln fc JJ �C'•, 1. 1 1 Address: Date Called: Special Instructions: / ./ Date - - or a. P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 60k '451 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,q-(( S -b: ( A(S" �1 a-k...}V40 Inspect�f: Date ( -19-or $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 Type of Inspe t� vav Address:O Date Called: Special Instructions: / Date Wante d /� / , � e J/ Requester: Phone No: INSPECTION RECORD Retain a copy with permit 122S - PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: Date: 0 $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: I -MSL • eLA - J[lL •• — - ' M - ._L k:15a` a • :•■• - Projec Type of section: • Address: 17260 66 1 1..41 Date Called4� De , Special Instructions: Date Wanted: � a.m. 1 ��f/T.� p.m. Requester: ie Phone No / l� .�� - 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: 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: Type of Inspection: Address: /72 co 5 60rt4eiF1 k'a4y Date Called: Special Instructions: ate Wanted: .--/6-49e er p.m. Requester: Phone No: 7 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: O' Okie (pC-rte .. rr Inspect Dates_ I 0 $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: ■ b COMMENTS: �'Wi 1 U' a 4 . rDe I C--0 r S h< r C.r` _ ti � r) 1 4( 8r4-c_: C 1' o. c. 4 ,t`t • ) 1 3^ r — &lir J A rk Q.. IP( AT' - -riA e rr A- ,)/1-e A-f e. on (4T CO A e. o -I , ri G. e t_17 cPc . C AAr.c von` PT ' ;:t t,J: 5 c..J 2.i,• i5 /CJ I /- P;i i 7 ()/\ S(ee( - v c( 1 c re._ - ./v pe t oAta r/J.J Pro' t: Ok Type of Inspection: Add r i / 2.5 6 S (niriloc, Date ailed: Special Instructions: Date Wanted: — /3- di t: L C Requester: P Ime61 o& acs ,... 8465 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I�JT NO. CITY OF TUKWILA BUILDING DIVISION �[_ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspect U M 4 - 1.104-°-oeS orrections required prior to approval. Date: a $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: • COMMENTS: —if ;tA al .0 3 rrd : v i o €-<) •J (e '(--AP 1. it 4.r LJ -('r/1 ; 1 r Y e ) e ,//d Je8 . Date Wanted: 6 QV"), p.m. Requester: /-& J J-4 I 1 ? k t j (b'- eeO ' " r e D cf I- 'l ' A'dt h iu /t1 f" 6-0 e /1 S . ) s L^-` t ro Al. r-r- t y 11 Project: C er -10/6 Type of Inspection: /c-17 A/70N .6,, Address: /7 .2so .S fg QM' Date Called: p6/ Special Instructions: Date Wanted: 6 QV"), p.m. Requester: Phone No .2d./ - z9 - .364 INSPE ON NO. ['Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1., 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspectq( Date: s -�•S - v ej„.... 0 $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: Proje p`�''f Type of Inspection: p ! , 0 V / � Address: Date Called: 6/ I 1 /072 Special Instructions: Date Wanted: I( •1 a.m. p,m. N Requester: ( Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southwnter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: tvo ik, 0,, icLivtit Inspector: Date: G(t - 2(35?) $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: • 2fid•+Qk3.5?L a .:. :4,! ‹.6af .,• �� a �_:qr :... _:'d �' :a •.�..'�'at- k •r-_.: S -��" F: i!'$: 'a:�it:��M COMMENTS: Type of Inspection: i Address: / 7z co s c. # Suite #: / y jr Contact Person: , l<i'e4 oh ; .1€ a Phone No.: / Hood & Duct: Monitor: J Pre -Fire: \sue di ..5441: e- rt 144+4-.d. ,04-t [t/ o'd ( Occupancy Type: 4 Silo k.) _ I ei1 (1!C 1 T D TC. s r te,( coo< j ` ". 014 Ot4v 4 .,s a„y„.t._ Seri nfrprxj d it. ., r� Project: - Type of Inspection: i Address: / 7z co s c. # Suite #: / y jr Contact Person: , l<i'e4 oh ; .1€ Special Instructions: Phone No.: Neds Shift Inspection: - Sprinklers: ire Alarm: / Hood & Duct: Monitor: J Pre -Fire: Permits: .,, Occupancy Type: INSPECTION RECORD Retain a copy with permit DoeF INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWIL.A FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. ri Corrections required prior to approval. Inspector: SC S 5' Date: a fj3 / Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Departr .ent. Cali to schedule a reinspection. • Word /Inspection Record Form.Doc 1/13/06 .t) - T.F.D. Form F.P. 113 \i) Project: Type of Insp ction: A .Address: " 0 S . t . P K° '( Suite #: i +9 Contact Person: 511.07v%e, 5 . - -- re Special Instructions: Phone No.: Needs Shift inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ' 9 • 1 1 INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Dag a� " 08—S ---‘1A9 PERMIT NUMBERS 444 Andover Park East , Tukwila, Wa. 98188 206 - 575 -4407 proved per applicable codes. COMMENTS: Lam_ SP c 0 • • Inspector: Date: /oc : 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 Corrections required prior to approval. T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 87043 Description: Epoxy Grouting (Rebar) CONSTRUCTION INSPECTION REPORT Project: Southcenter Square Permit Number: D08-0�' 8 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Steven Dalos Inspected epoxy grouting for slab -on -grade as follows: 9/17/2008 Copies to: Owner X Architect X Engineer Conforms RECelv,En VI 21 1008 1lt=P 11RLO, CNT • #4 dowels were epoxy - grouted with an embedment depth of 5" for %" holes at 16" on center. Slab on grade infill for utilities and one column. • Holes were drilled to proper a proper depth; brushed and blown clear of debris, clean and dry. • Hilti HIT RE500 epoxy with an expiration date of 4/9/2009 was used. • Epoxy was applied to the holes from the inside -out and the #4 dowels was inserted until the adhesive squeezed out to the surface. All above described work inspected at this time was performed in accordance with approved project plans and specification. X Contractor X Building Dept. Technical Responsibility: 11 lit- Vo/41 byc 1. David Lyal, Technical Director 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) • RECEWWED TT R SEN ASSOCIATES, INC. puc 2 6 Mg Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 73756 Description: Epoxy Project: Southcenter Square Permit Nu Address: 17200 Southcenter Parkway, Tukwila Job Nu •er: Client: Wig Properties LLC — SS Client Address: Inspector and Date Dwayne Helgeson 7/24/2008 Copies to: Owner X Architect X Engineer Arrived on site to inspect the installation of #4 grade 60 resteel dowel bars for slab on grade infill at main floor by epoxy method. 301 total holes, all drilled to a depth of 5" or greater, blown out brushed and blown out again. Epoxy type used was Hilti RE500 with expiration date of 3/2009 ICC ER 1682. Conforms CONSTRUCTION INSPECTION REPORT Remarks X Contractor X Building Dept. Technical Responsibility: D08 -085 4811 134 Place SE, Bellevue David Lyal, Technical Director 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) 4 TT! j ROSENAU 4, ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 86832 Description: Epoxy Project: Address: Client: Inspector and Date Wayne Barker 7/14/2008 Copies to: Owner X Architect X Engineer Conforms CONSTRUCTION INSPECTION REPORT Southcenter Square 17200 Southcenter Parkway, Tukwila Wig Properties LLC — SS Permit Number: Job Number: Client Address: Remarks On site for the application of epoxy. The use of Hilti Hy 150 epoxy was used with an expiration date of 8/2008. At the northwest corner of interior slab (3) bars were placed with 5" of embedment. Bars used were #4 bar. Holes were brushed and blown with inspector present. All work was conducted as per plans. X Contractor X Building Dept. Technical Responsibility: 4811 134 Place SE, Bellevue David Lyal, Technical Director 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 Report Number: 85077 Description: Epoxy Grouting (Rebar) Copies to: Owner X Architect X Engineer Conforms CONSTRUCTION INSPECTION REPORT X Contractor X Building Dept. Technical Responsibility: Project: Southcenter Square Permit Number: D08 -085 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client: Wig Properties LLC - SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Darren Reid Performed inspection of epoxy grouting of rebar at the south building, unit 148 and found the 5/6/2008 following: • #4 bar epoxy- grouted with a minimum embedment depth of 6" into holes drilled to 9/16" diameter using Hilti HY150 MAX epoxy with an expiration date of 11/2009 (ICC ESR 1967) at trench infills per 6/ A6.0 of City of Tukwila approved plans. gvoir Wref , ( f c--(:e_ 53v- David Lyal, Technical Director 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.: ADM/N - -63 -01 (Rev 05/03) a D O . a E uce• RECEIVED FEB 11 2008 f ?_PER SOIJI^•PT OWNER LEE, SNOOK III LAKE ST. KIRKLAND, WA 98033 (206) 605 -1989 . m - MINKLER- BOULEVARD I- SOUTH BUILDING T2`_rA NORTH BUILDING (moo) EXISTING SITE PLAN SCALE. 1' • 30' -O• ARCHITECT JAY 5E0 ARCHITECT 19910 50TH AVE. WEST, '203 LYNNWOOD, WA 98036 425 -118 -3800 WIG BOULEVARD . 1W0000 STRUCTURAL ENGINEER NOT REQUIRED c 1. 27, - SCOPE OF WORK SUITE 148 - 990 50 FT. CEFIORE TENANT IMPROVEMENT NORTH CIVIL ENGINEER NOT REQUIRED SHEET INDEX ITALIAN FROZEN YOGURT 17250 SOUTHCENTER PKWY., SUITE - 148, TUKWILA WA. 98188 KOH..IS PETC;O NORDSTROM'S RACK -.: +� L 1 110 SITE PLAN, COVER SHEET A00 GENERAL NOTES A20 FLOOR PLAN 430 REFLECTED CEILING PLAN 440 EQUIPMENT PLAN AND NOTES A5.0 SCHEDULE AND DETAILS 460 DETAILS A6J DETAILS 41.0 PLUMBING PLAN CONTRACTOR TO BE DETERMINED EAST BUII DING ( I _ 2(R: PROJECT INFORMATION SITE ADDRESS --- - PARCEL. NUMBERS . LEGAL DESCRIPTION SCOPE OF WORK ZONING BUILDING CODE CONSTRUCTION TYPE LOT AREA TOTAL BUILDING SO. FT. SCOPE OF WORK SO FT. FIRE ALARM SYSTEM OCCUPANCY GROUP OCCUPANCY LOAD EXITS EGRESS WIDTH ON -SITE PARKING VICINITY MAP GRAPHIC SYMBOLS AX DETAIL NU10ER SHEET Ml10ER SOUTHCENTER SQUARE - BUIU3S'G 5 n250 SC UT- CENTER FnUT - . SUITE 148 TUKWILA WA •8288 25230451/1 PARCEL C THAT PORTION OF THE NORTHEAST QUARTER OF THE 50UTHI48ST QUARTER OF SECTION 25, TOHSl<P 23 NORTH, RAN6E 4 EAST, WN- DESCRIBED A5 FOLLOWS, BE61MIIN6 AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25 THENCE NORTH 88'0542 WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER. A DISTANCE OF 251858 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE 50U14INEST QUARTER; THENCE SOUTH 0192'25' KEST ALON5 SAID EAST LINE 131832 FEET TO TINE SOUTH LINE OF SAID NORTHEAST WARIER OF THE SOUTHWEST DARTER: THENCE NORTH 81'5553' WEST ALONG SAO SOUTH LINE. 185.28 FEET TO THE 1RLE POINT OF BEGINNING THENCE CONTUWING NORTH 81'5553' •E5T 439.92 FEET TO THE EAST R1644T-0F -WAY LINE OF 50UTH0ENTER PARKWAY; 1HiENGE NORTH 01 EAST 31459 FEET ALONE SAID EAST R16HT -OF WAY LINE 10 A TAN6ENT CURVE TO THE RIGHT WITH A RADIUS OF 25 FEE; THENCE NORTHEASTERLY ALONG SAID CARVE THROWN A CENTRAL ANGLE OF 90 AN ARC DISTANCE OF 3951 FEET; THENCE SOUTH 81'5553' EAST 31143 FEET, THENCE NORTH 02'04'01' EAST 10 FT; THENCE SOUTH 81 53' EAST 48 FEET; THENCE SOUTH 01'5877 WE5T 349 45 FEET TO THE TRUE POINT OF BEGINNING; TENANT IMPROVEMENT FOR FROZEN YOGURT STORE (IUITUW NEW BUILDING - NO PRE 4025 TENANT). SCOPE OF WORK INCLUDES NEW PREP AREA SERVICE 4 5A AND DINING AREA.. NO 5TRICTU.RAL, EXTERIOR WALL. OR 517E MODIFICATIONS. I2EBESSIOUSICE13191.1 MECHANICAL, ELECTRICAL, FIRE SPRINKLER, FIRE 4L4R1. TUC (1U411L4 URBAN CENTER) IBC 2006 CURRENT WASHINGTON 5 BUILDING CODE AMENDMENTS. V -B (5FRINKLERED) 131533 50 FT. (316 ACRE) BUILDING - 5- 46,611 50, FT. 550 50 FT GE• B (LE55 THAN 50 OCCUPANTS) DINING AREA • 184 5F/ 15 5F • 123 0. PPANT5 KITCHEN J SUPPORT AREA 506 SF / 200 SF • 4 00 ANTS TOTAL . 11 OCCUPANTS PER 5541WG 51401N ON PLAN 5 0.5TOIER AND 3 EMPLOYEES 10141- • 8 0001344 315 (PER •BC TABLE 100412) 11 OCCUPANTS TOTAL 045 EAT REQUIRED )WEN OCCUPANT LOAD 15 BELOW 50 I EXITS PROVIDED. (PER IBC TABLE 101411 2 . 11 PERSON • 3.4' TOTAL REQUIRED, -36' FRONDED. (PER IBC TABLE 10051) PER SITE PLAN. BIUILDUNG 55C1'ICN NUMBER SHEET HUMBER INTERIOR ELEVATION NUMBER SHEET NUMBER Room Y XX I 5001 M1185R Q DOOR WISER WINDOW NUMBER WALL TYPE REVISION CLOUD '`cefi . o re Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 5011' AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425-778-3800 FAX) 425- 778 -3822 J A Y S . J 5 A ,! G M A I C O N M DRAWN BY • JMC APPROVED BY • JYS THIS DRAWING IS COPYRIGHTED AND IS THE 80LE PROPERTY OF JAY 8E0 ARCIITECTURE IT 18 PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER 113E OF TM8 CUWNG OR TIE !FORMATION CONTAN D H6EN WITHOUT THE WRITTEN PERMISSION OF JAY 8E0 ARCHITECTURE 18 PROMOTED. ALL RIGHTS RESERVED. 02008 1 -31 -05 ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANTIWPROVENENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA. WA 98188 CO ■7 G SHEET NAME SITE PLAN COVER SHEET SHEET NUMBER T1.0 GENERAL NOTES COO E5 ALL CO.STRJCTICN NCLVDNG MATERIALS AND WORKMANSHIP - 0 BE E /ECHTEG IN STRICT LCCCRCANCE L1' ■ell' NOT LIMITED TC TuE L -'EST EC ToNS C• 'HE EC NEC :1'^C A.A N5F 8NG APP' 5E AND LOCAL SLOES. GRWNGS CO NOT SCALE THE "DRAWING C7M RACTOR SHALL /ERE' ALL E /ISTING D.1 MEMBER 5:E5 ANC CCNGITICN5 PRIOR TC COMMENCING OF ANY WORK ALL CIr.ENBICN5 OF E'IBTING CCNSTRJCTON 5Hah CN THE DRAWING5 ARE NTENCEC A5 GUIDELINES ONLY AN: `HST BE /ER'FIEC REPORT ANY S TO THE ARCNI AL, MECHANICAL. ELECTRICAL PLUMBING, SPRINKLER ALARM ARE CEFERREG 51.5 TTLL THE SUBCONTRACTOR SHALL SUPPLY THE ARCHITECT AND GENERAL CONTRACTOR CE51GN ANC INS A.LAPON CR5J S '..E FIRST LEEK ".F THE PROJECT ANC SHALL JPCA-E THEM AS CHANGE5 CCCU'R. ANY DISCREPANCY BETWEEN 111E ARCHITECTURAL ..ND OTHER CRAW NGS SHALL eE BROUGHT '0 THE ARCHITECT'S .TTENT O. FCR C..IRIFICATO.. ALL CUES -, ONS PERTAINING TO TUE CONS'RUCTICN ANG MEANING OF DR4WING OR SPECIFICATIONS SHALL BE DECIDED UPON BY 'HE ARCHITECT CR IN T15 CASE OF STRUCTURAL CR C: /!L CRLWING. THE ENGINEER GGOR5 AND CASED OPENINGS W -8 OUI LOCUTION D!rENSCNS OR GETA L5 ARE TC BE LOCATED 4 FROM THE ADJACENT WA.. OR CENTERED BETWEEN WALLS AS GR- PH•6LL.Y INDICATED ON THE DRAW NOS. COORDINLTION THE GENERA_ CONTRACTOR SHALL BE RESPONSIBLE FOR COORCINLT,ON Ah'G /ERIF CATION OF AL_ SI.BCGN WPC G7J RACTCR TC SE RESPONSIBLE FOR 000U'R5 . NECE558RT PER MTS FCR CONSTRUCT ON SNCF �F yI GS *INC 51JE 1I" -L5 THE CONTRACTOR 5.-ALL SUBMIT SHOP GRAWINGS BROCHURES 4ND FIN 51- 5.=MPLE5 CN ALL CASEWORK 885015ARE. STOREFRONT LIGHTING ;I/PARES ELECTRICAL EQUIPMENT. PLUMBING 9 /'TIRES, MECHANICAL EQUIPMENT FOR RE /1'FL BY THE ARCHITECT PRIOR 10 FABRICATION OR CRGERNG. FAILURE TC DO 50 JYLL ADEI"N•FY THE ARCHITECT FROM THE RESP IS!B. - Y FOR SUCH WORK E/ 'S ALL Er - 5 51-4__ BE OPENABLE FROM '15105 WITHOUT 4 KEY OR ANY SPECIAL KNO.5EGGE OR EFFORT Ah.G 5HALL BE ECJ'PPED UATH .8'5C HARDWARE DNERE RECD REG PRO/IOE ALL REQUIRE:: EXIT 51GNAGE ALL THRESHOLDS SHALL 1147E NO MORE '1481 ELEvATICN CHANTIES 54/1541.1 .:NC CONFORM JA T4 808. ILL Ex1T SIGNS SHALL HAVE LET'ER5 51/ 7 51 INCHES HIGH M Nr1UY AND SHALL CCNFOR'14ATH APPLICABLE CODES. 5 SHALL BE ILLUMINATED AT ANY TIME 145 THE BUILDING 15 OCCJPEC WTH LIGHT HA✓ING 4N '5EN511' OF NOT LESS - SAN ONE FOOT- CANDLE AT FLOOR LE/E. IBC SECTION 101153. PRO /GE E/ - 555 FER 156 SEC - ON 1011- FIRE PROTECTION ALL CONSTRUCTION 5I-8.L BE IN COMPLIANCE WITH THE BU1.0111G TYPE RECNREMENTS FIRE 5PRINKLER DESIGN FOR TI-E TENANT SPACE SHALL BE AFPRO ✓ED BY 'HE FIRE DEPARTMENT ANG MODIFY TuE EXISTING SPRINKLER 5`'STEM TO CONFORM WITH - HE APPROVED PLAN, FIRE DAMPERS SHALL BE PRC✓IDED AT ALL SUPPLY T RETUR0 AIR OUTLETS INLETS OR DUC - 5 PENETRATING FIRE RATED ASSEMBLIES ENCLOSURES PARTITIONS FLOORS CR SURFACES A$ REQUIRED BY 'HE FIRE DEPORTMENT ADDITIONAL EXIT SIGNS AND FIRE E /TII-GUI5HER5 ARE TO BE SUPPLIED ANC INSTALLED 51 THE GENERAL CONTRACTOR LOCATION NUMBER AND PLACEMENT OF 5 AND E /TINGU•SUERS ARE - 0 BE LETERMNNED B'" THE FIRE DEPARTMENT. RE /EW LOO.'+ ON5 111114 ARCHITECT FCR APPROVAL. GENER_.L CCNCITION5 CONTRAC - OR SHALL /ER5T LOCATIONS CIF ALL trIL T ES SER/IK, ANG 0154x5 - EN_NT SPACE PRCR - C COMMENCEMENT Cf WORK. FRO - EC - CR MOVE UTILITIES 45 REQUIRE:. REPCRT LN - NCC1SISTENCIE5 51-081 6 '.E GRLWM5 TC ARC41'ECT CO.TR..C10R SHALL /ER." 51:5 .062TICN5 Of A OPENINGS FOR MECHANICAL EOJ'PMEN U1114 1.45 YECH;N.CAL C AND AFPRO,E 5H0P GRAWIN.a5 CONTRACTOR SHALL /E5IF1 SIZES ANC LOCATIONS C. ALL ME6HAN CAL ECJ'PMENT PA05 LNG BASES A5 J.E.L A5 POWER SLATER GR8 N INSTALLATION WITH ECJ•PMEN1 MBNFACTJRERS FRIAR TC ACT MENCEMENT Y LORK NSTALL MATERIALS PRCCUCTS PER MANJF :CTURER'S RECCMIENC-LI'CNS Ah6 SPEOS 08 -T'CNS CONTRACTOR 54•LL BE RESPCN5 BLE FOR PRO /ICING ALL BLCCKPJG FOR AL. WALL -NG CE LNG "X.NTEG ITEMS INCL'JG `G HARGW85E LIGHANG 51x7„555 GRAB BARS LNG INTER OR :11.LJIORK. .1.L FINISH 4ARDU4RE 51-ALL COMPLY WT11 ADA REOUIREMEST5. A.L FIN 51- FLOC< SHALL SLOPE 10 GRAIN 4' LEAST :n• SQUARE WHERE FLOOR GRANS OR FLOOR SINKS ARE RECURED. CONTRAC - OR 5118.. 1 . F LICENSED STRUCTURAL ENGINEER DESIGN ADECU8 E STRUCTURE REINFORCING FCR ALL NEW MECHANICAL EQUIPMENT. PRC4GE GAL./AMC INSULATION BETWEEN DIS5IM LAR METALS ALL 50585E SHALL COMPLY WITH AGA REQUIREMENTS ALL ROOF PENETRATIONS SHALL BE RE7I'FWEG 4ND ..PPRO✓ED B" BUILDING OWNER. ROOFING CONTRACTOR SHALL BE APPRO./ED BT BUILDING OWNER 4LL ROOF PATCHING MATERIAL IMU5T BE COMPATIBLE WITH E /15 - .NG ROOFING CONTRACTOR SHALL /ERIFY TERMS CF Ex STING 50C WARRANTY ANY ANC A__ NEW WORK SHALL BE PERFOR1ED IN STRICT CONFORMANCE Lurk E /151NG WARRANTY N ORDER THAT IT REMAINS 'N FULL FORCE CONTRACTOR SHALL ...1.1./E ALL INSPECT GN ANG CERT FICAT'ONS DONE AND SHALL PRO /:DE E ✓LENCE TWAT THE ROC. WARRANT" 15 STILL N EFFECT PRG /DE FURRIK, a 5 /15TNG PARTITIONS 45 RE0I, REG TO INSTALL ELECTRICAL ANC PLUMBING - EMS INDICT EC IN THE DRAWINGS. ALL FINISH MATERIAL SHALL COMPLY WITH THE FLAME 5PREAD 6LA55 A5 IDEN - "IED N LOCAL eUILCNG 6OCE5. AL_ Ex TING :5 SURFACES SHALL BE REFINISHED TO A LIKE NEW APPEARANCE PRIOR TG .1«L)6ATION 05 FN 51- MATER AL. PRC/IDE HOR:CN - eL FIREBL06KNG IN ALL WOOD FRAME WALLS 41 b' -E' 00- FIREBLOCK:NG N AC60RD:NOE WITH IBC SEC 111. GENER..L CONTRA-VCR SHALL /ERIFY, 6065GNATE ..:NO OR NS -LL TIN`" SMOKE DETECTION 4NG'OR F:RE ALARM CCNNECTION5 A5 RECU RED PER LANDLORD .LN'O 6111 54157 : N FIRE RE55 - 3NCE RATING FOR ALL TENANT DEMIS.NG W4LL5. GROUND FLOOR FIN5.1 FLOCK REFERENCE DA - UM EQUALS 0C.: REFER TO 50.0GR4 °1416 5UR /EY FCR ACTUAL SITE ELEv4Tl0N. PROVIDE NEW FN 51- FOR ALL E41511NG 1 NEW SURFACES. I1 FIN.5H 15 NOT REPRESENTED IN DOCUMENTS NOTIF" THE ARCHITE6T FOR CLARIFICAT•CN OF F 1 <55PA55 E / ■5T'NG SUBSTRATE - 0 5. NEW SUBS PRIOR TO APPLICATION C. FINISH ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPFED. ALL EXTERIOR JOINTS AROUND DOOR FRAMES AND WINDOWS AND AT ALL PENETRATIONS THRJ BUILDING ENVELOPE SHALL BE SEALED USING SEALANT AND CAULKING Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425- 778 -3800 FAX) 425- 778 -3822 14 5 S . .1 5 14 , G IA A L. C O M DRAWN BY • JMC APPROVED BY JY5 THIS DRAWING 15 COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY 6E0 ARCHITECTURE. IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING DR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE 1S PROHIBITED. AU. RIGHTS RESERVED. 912008 I -31 -08 ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 SHEET NAME GENERAL NOTES SHEET NUMBER AO.0 WALL LEGEND O FLOOR PLAN NOTES AREA. RESTRM FOOD PREP AREA SERVICE AREA G•N NG AREA RESTRM FOOD PREP AREA 5ER /ICE AREA DINING ARE4 RESTRM FOOD PREP AREA SER✓:CE AREA D N'NG AREA RESTRM FOOD PREP AREA, SERVICE AREA DINING AREA % 2 E '/' G1. 3 - :001 3 METAL; STUDS • 16 O.G. - • Ruh UP TO UNDERSIDE OF CEILNNG Tl_E • R N UP TG UNDERSIDE CF ROOF DECK ee TYPE '/' G0U % 20 GA. 3 ?y' METAL , STUDS • I6' • RUN UP TO MIN N' ABCvE CEILING T 'LE OR CANOPY ( . ,< %• TYPE 'x• GIDB. 2 0 GA. 3 31' METAL / 5TU05 • 16' 0....-• • RUNUP '0 UNDER SIDE OF ROCF DECK WALL NOTES REFER 'C SHEET 46D FOR WALL DE INTERIOR FINISH SCHEDULE FLOOR BASE W4L. CE LING COLOR CONCRETE NOTE. •REFER 7C DETA I. 2. 5. SHEET A6.4 /ER3v LOCATION AND PLA CEMENT CE ELEC °LIONE AND C _:NES .,T•- OWNER BEFORE IN5'ALLAT ON CF ELECTR0LL BC /ES AND DRYWALL 3. FIRE E /TINGUIS4ER5 ANC MpNT1•3 BRACKETS TO BE UL LISTED. GC TC PRO /ICE AND INSTALL 4. MAINTALN A M838131 OF 36' CLEAR WCBSTRUCTED EMER.ENC' E /•T AISLE TOWARD OESr,,N4TED E /IT. S. CONTRACTOR 5-14L. EMPLOY FREC4U'10N3 NECESSARY TO ENSURE SRLC - URAL 'NEGRITT CF ADJ =GENT ASSEMBL E5 E ✓1546440 ELEC 6 '1 LLWCRK - C BE BIDDER DESIGNED TC MEET REQUIREMENTS CF CLN - ER ARCNITEC' AND 'PPLICABLE CODES. • R1N UP TO JNCERSIDE OF ROCF DECK - PA EASING FLOCRING 45 REQUIRED - O MATCH E /I5TINIG s e • TYPE '/' 5J118- :0 02 2 ?e MET41 / STUDS • ib' 00 SOUND BATT NSLLA'ICN- • RU1 UP TO MN 6' ABO✓E CEILING T ILE OR CANOPY % TYPE '/' GIUB.y :0 GA. 6' META STUDS • 16' OC SOUND SIT' NSI1L4 "ON - ' 3 PRO /IDE 5 /e' WATER RESISTANT G1UB ■GREEEN BOARD' AT FLJMBWG m.1LL5 - TYP DESCR•PT ON, MANUFACTURER MODEL NO. • RUN UP TC MIN. 6' ABC /8 CE LING TILE • RUN UP TO UNDERSIDE OF ROOF DECK 4.. GLLB WALLS AND CE'L NGS ARE TO RECEI•/E ( 5-•1007.3 WALL FJNI51-1 W:'H ENAMEL PAINT UNLESS NO - ED OTHERWISE PRO/1DE 1 0047 CF PRIMER AND : 00213 G' PREM83' PANT 'E /TERIOR / INTERIOR DECORATIVE MATERIALS ARE TO BE NON •COMBUSTIBLE CR FRAME RESISTANT 6x6 QUARRY TILE -DAL 'ILE TEMPEST GRAY 0044 SMOOTH, NON -SLIP SURFACE, HEALTH DEPT. 4PPOR'✓ED 6X6 QUARRY TILE -CAL TILE 7EMPE5' GRAY 0044, SMOOTH, NON -SLIP SURFACE HEALTH DEP 4PPORVED 6836 QUARRY TILE -CAL TILE, TEMPEST GRAY 0044. SMOOT -I, NON -5,1P SURFACE HE4LT.4 DEPT. APPOR /ED QUARRY TILE 6' HT. COVE J 3/8' RADIUS -DAL TILE TEMPEST GRAY TI.MSET INS QUARRY - :LE 6' HT. CONE ul •3.8' RADIUS-0A_ TILE TEMPEST GRAY THINSET 'N5 QUARRY - ILE 6• HT. CO /E 1.3 8' RADIUS -0AL T..E TEMPEST GRAY 2 'NSTALL A - ION N4TJR4, F NI5H BALTIC BIRCH PL -- WOOD TO MATC -4 THE FLOOR GYP, BOARD 337.4 PAINT - DUNK- ED'WARDS DEL 341 SWISS COFFEE -EGG SHELL 5E`•11-G_CSS F 83:541 UISHABLE GYP, BOARD WITH PAINT- DUNN- EDWARC5 GEL 341 SWISS COFFEE -EGG 53 -.EL. SE! FN 541 L;ASHABLE GYP. BOARD WITH PAINT - CUNN- EDWARD5. CEW 341 541155 COFFEE -EGG SHELL SEMI 1 483.541 LASHABLE GYP BOARD WITH PAINT- CLAN-EDWARD5 DEW 341 54155 COFFEE -EGG SMELL .A1 F N . 54 SUSPENDED CE .ING :/4- C4PALL /INYL ROCK W 144ITE GRID SUSPENDED 0EILING :x- t- C-1P =UL /INYL ROCK ':1 W14178 GRID • SMOOTH W /INTL SURFACE SUSPENDED CEILING :x4- C4P4U. ✓'N'L ROCK IW WHITE GRID SUSPENDED CEILING 2 /4- C4P4U. ANTI_ ROCK W. WHITE GRID I. GENERAL CONTRACTOR MUST /ERFY ALL DIMENSIONS ANC 0OND - Oh5 PRIOR TO C CONTACT 4R04I -EC' 'F ANY DISCREPANCIES ARE FGIIvD ALL JJCR< 544._ BE IN CCrIPL' -NCE LATH IBC 2006 46PA 05-14 AND ALL OTHER APPLICABLE GO /ERNMENT ANC REGLL.:'ORY - GENCIES, 000R HARDWARE DOOR OPEN'NG HA RDWARE AND OTHER OPERATING DE /ICES SHALL .44 ✓E A LE /ER 51-1APE 1:141 CH DOES NOT REQUIRE - IGF•T GR43P:NG PINCHING OR %PS 1NG 10 OPERA - E [ • E. TO':LE' I ro w 5ER'/ CE . AREA • • El [FOOD PREP AREA. 15' -0' OPENING 1 4' R FT W/ E0. SPED. vERIF" E /15TING TOILE - F ✓TURES AND HARDWARE MO8NTING LOC.:PONS,. REFER TO DE 2 1 3/ ASO COORDINATE OPENING W EQUIP. SPEC AS REQUIRED TO SE' IN 4.4E OPENS W, 4. GAP PROVIDE SOAP AND PAPER TOWEL DISPENSERS • HAND SINK -- PL. LAM. COUNTERTOP • 36' 455. WITH BASE CABINETS BELOW 'E DEMISING WALL -- .. E /15TWG ALLM STOREFRONT 1' -0 DOOR FLOOR PLAN SCALE. 1/4' • 1' -0' • -�J 5 PANEL - - --__. O1NING 1 AREA NORTH PRO /1DE SOAP AND PAPER TOWEL DISPENSERS • NAND 5.4483 LEGEND / ABBREVIATION EXISTING WALL TO REMAIN REMOVE EXISTING WALL NEW WALL r FULL HEIGHT NEW HALF WALL SEE FLOOR PLAN FOR NEIGH' MOP SINK W/ HOT 321483 HEATER 460 /5. SEE DETAIL 346 , N ECIJIPMENTS. TYP. SEE SHEET .140 MOVEABLE TABLES AND CHARS BY OWNER - TYP. E • DEMSING WALL .'E 1 5,15T1NG R RELOCATED ce -I ,J •J Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD. WA 98036 OFFICE) 425.778 -3800 FAX) 425-778-3822 J A Y S J S A G 1A A l L. C O N DRAWN BY • J1 APPROVED BY • )Y'5 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE IT IS PRODUCED FOR USE BY CLIENT ONLY REPRODUCTION OR OTHER USE OF 1145 DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY EEO ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED 02008 1 -31 -08 ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA. WA 98188 SHEET NAME FLOOR PLAN SHEET NUMBER A2.0 LIGHTING SCHEDULE KEY M.INUP4CTURER MODEL NUMBER LAMP REMARK A HALO Hl'CAT I I' 162) CFL RECESSED HOUSING B L171401411 2GT82 3: :) 22W, ' -5 2/ DROP IN 0 HALO 414997 (I) 35W, MR -I6 RECESSED HOUSING G TIELLA 800 MP PN7 - 5 1" 350 PENDANT LIGHT - LL C 71:L24 0OC6C6D12.2.11 2/ Cf0.)CC - 2 F G 21.2_6 000 RLCL -%IC 1 ::.J "22._:( LIS 'E: Ex STING LIG-1T FIXTURE NOTE) (E) Ex15TING F /TURE REFLECTED CEILING NOTES L1H'NG 5Y STEM •5 5HOIN 5CH ANG I5 TO BE BIDDER DESIGNED TO MEE REQUIREMENTS OF MINER rECHANICAL SYSTEM AND APPLCCABLE CODES ANC R eQ1:IREMENTS MECHANICAL SYSTEM SHALL BE BIDDER GESICd•I TO NEE - REQUIREMENTS OF OIU4ER, APPLICABLE CODES AND REQUIRE/1E475 3. /ERGY NUMBER ANC LOCATION OF SUPPLY REGI5TER5 4114 OJNER BEFORE °ROCE£1 VG LATH WORK. 4 /ER3Y NUMBER ANC LOCATION OF EFTHRN REG•5TER5 LAT4 OWNER 5EFORE °ROCEEGNG BATH 4)615. PRO ADE SE:511C BRACING FOR SUSPENDED CE LING5 PER DETAIL LIGHTING NOTES LIGHT 5W''CHES SHALL SE WST ALLEG 48' AFF_ mut. PLE SIUTCHES 514OULG BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. CONTRACTOR TO /ERIFY ALL SHITC< LOCATIONS 3)71 TENANT PRIOR T6 INSTALLATION NUMBER OF SWITC4EES FOR OPEN AREA 15 BIGGER DESIGN. CONTRACTOR SHALL PRO /IDE EMERGENCY LIGHTING 5TROB LGH'S AUGIC /15UAL ALARMS, TO MEET 1LL .APPLICABLE CODES. PROVIDE FIRE GAMPER AT ALL SUPPLY AND RETURN A R OUTLETS •NLET5 OR 1UCT5 PENE FIRE RATED ASSEMBLIES ENCLOSURE WALLS FLOORS, OR SURFACES ANC AS RE051 BY THE F'RE DEPARTMENT 'F APPLICABLE. ALL REOJ'RED E /IT SIGN SHALL HA/E LETTERS 517 INCHES HIGH 7111411151 ANC 5-14LL CONFOR" WITH ALL 4F°LICAS.E CODES CONTRACTOR 5.44LL 750 /•DE SEISMIC BRACING AT ALL RELOCATED LIGHT FI/TURE5. ELECTRICAL NOTES • ALL FIXTURES LISTED AB0.E ARE FOR 05516,14 PURPOSE ONLY AC - UAL FIXTURE SHALL BE SELECTED BY THE ELECTRICAL CONTRACTOR WITH 045455'5 A°PROvAL. SEISMIC POST SCHEDULE I. UP TO T -0 2ER11CAL HEIGHT USE I- 3 5/8" 25 GA METAL STUD AT 12' -0" OC MA/ EACH WAY 2 T' -O" TO 10' -0" /ERTICAL HEIGHT USE 2- 1 5/11" 25 04 METAL STUDS AT 12 -0' CC FASTENED BACK TO BACK WITH SCREWS • 12' O.C. AT EACH SIDE 67 MAIN RIAONER TYp 4 3. 10' -0" TO 15 vERT1GAL HEIGHT USE 2- 2 P2" :5 GA METAL STUDS FASTEN 5111E AS NOTE "2 4 4175 4115- EMT CONDUIT - IQ" EMT CONDUIT - UP TC 5 -6' - 3.4 EMT CONDUIT - UP TO 8' -6" '•" EMT CONDUIT - UP TO 10 -0' b. SPRINKLER READ PENETRATION SHALL 144/E 4 2' OVERSIZE RING SLEEVE OR A )2APTER CRO5 RUNNER NOTES: I. INSTALL SYSTEM W ACCORDANCE W' 15S SEC 5039 45CE -1 45111 C 535 1 636. :. SUPPLY COMPRESSION STRUTS ADJACENT TO LATERAL BRACING POINTS 3 SUPPLY ADD. - TONAL 2 GA WIRES FOR LIGHT FUTURES INDEPENDENT OF GR6 SUSPENSION SYSTEM 4. ONLY HE4vY DUTY 3RIG SYSTEM. 15 41LOU.E0 5. 5UPFLY STABILCER BARS TO PREEN' THE SPREAD OF MAW BE4115 AND. OR CROSS TEES AT 'HE PERIMETER WALLS 45' RUNNER I SPLICE RO /IDE -- •16 5CREL5 AFTER TI PANEL 15 INSTALLED 5' L.I.TER,L St.JPPCRT • 2'.C" CC EAC4 WAY ® SEISMIC SUPPORT FOR SUSPENDED CEILING NO SCALE EXTENSION OF EE /15TING E_EC'RY_AL SYSTEM SHALL BE 51DDER D ESIGN TO MEET 'HE REOUIREMEENTS 5LCO, A40 REQUIRED FOR .ALFU_ .240 PROPER INSTALLATION OF 1.5E H•HEST QUALITY. 1..CRK S HALL COPCRI '6 THE LATEST EDITION OF NA TIONAL ELECTRC CODE STATE OF 515HNGTON ELECTRICAL CCCE AND ALL OTHER COCE5 APPLICABLE 76 'HE WORK DE /ICES 4AC EQUIPMENT SHALL 5E -INGER/5511E5'5 LABORATORIES INC. L'5TED AND LABELED UHERE APPLICABLE GRAWNGS ARE 2.AGR.+ 454)2 INDICATE GENERAL ARRANGEME4' OF 5 "5TEr5 ANC WORK INC.UDEC W CO37 ' 4CLUG 142/ APPRO /IrA LOCATION OF ALL NEW LGHT4G FI /TURE5 OUTLETS ANC EC-UP 3. GUARANTEE EACH 5 IN 175 ENTIRETY AND A °ARTS FOR A PERICG OF ONE YEAR FRCM CATE OF FNAL - CCEPTANCE. 4. NEW SWITCH AND RECE - AC_E5 5412_ BE 2.511E 5 WALL MOUNTED TELEPHONE ANC ELEC1R CA O.TLETS T6 55 INSTALLED 15' 150/E FLOOR JJLESS OTHERWISE NOTED OR REQUIRED. 6. ALL TELEPHONE A140 CO1JPU SHALL BE PULLED BY TENANT CONTR40T65 UNLESS CT.IERWISE NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE P ULL WIRES L140 BC /ES AT EACH LOCATION. 1. CCN754610R MAT USE E /15TING LIGHT FIXTURES IF W PROPER WORKING CONDITION LNG CODE COMPLIANT. 5 ALL 065E DRILL LOCATIONS SHALL BE /ER1P'EC 5174 DESIGNER PRIOR TO GRILLING ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED 10 MAINTAIN FLOOR FIRE RATING. 9 ELECTRICAL CONTRACTOR SHALL PRO/ICE SEPER4TE SWITCHING SYSTEM 114 04"L0-r AREAS AS REIX2R5C PER :006 245- I :NGTC74 STATE ENERGY COGS. 1 G'. /ER'. GANGER WIRE 1 4 -O' 66. BOTH 'y_Y5 `` �LATERAL FORCE BRACING i ll 45' ` 5 5 M 12 2/4 WIRE TO AW ANIJ RER , 4,• SEC6 CATLIN 2' OF CROSS TEE INTERSECT :CN 1 SPL AY EG `� 9O' FROM EA OTHER : -O' CC IN BOTH DIRECTIONS W FIRST • p0/4y WITWN 4' -C' FR61 E1 WALL. -MAIN RUNNER _4055 TEE SHEET SYMBOLS r-- 5_11 I, 2 /4 FLUORESCENT Nr•T LIGHT FI /TARE 4 FLUORESCENT L._, _IG••T FI /T•JRE FLJORE SCENT _V•1' F1 / *JRE 1x4 FLUORESCENT LIGHT FI /TURE STRIP FLUORESCENT LIGHT P /TURE STRIP FL'JCRESCEN L'GH F1 /TURE •HICCEN IN 00/5• COLNLIG -1T FI /TURE ACCENT Fix E E /IS' NG FIPURE q RELOCATED E /15T F /7URE LIGHTING CALCULATION PER 20 06 W.251-.INTON STGTE ENERGY COLE. TABLE 15 -1 UNIT LIGHTING POWER ALLOTLANCE CAFETERIA FAST EDOD - 150 WATT PER SF. K,TCHEN - 1.50 WATT PER 55. CORRIDOR 301 E' - CB 4./A1' FER 5F. B V•VG ANp K jC4E 831 5F.. '.50 WATT PER 5F. • 1322 WATTAGE ALLOWED A - 28W. I4 F: /TURES • 354 21 B - 64W . 3 FI XTURES • 192 W C • 35W / 16 FUTURES • 560 W C - 351'5. 3 FI /TURES • 105 W TOTAL 1221 WATTS USED 'OKAY C25I1624- 0ILET: 109 55., 0 S WATT PER 5F . 81 WATTAGE AI !CUED -. - :652 / 3 FI /TURE5 • 15 L TOTAL 15 WATTS USED 'OKAY __I: GA /ERT 2.55F 'Y. -3 TURNS MW 'Tyr.. .-MAW 5.541ER OR CROSS 1 TEE PRO' /ICE 3 4' SPACE • 6P° - ACOUSTICAL CEILING T•.E -2' WALL `TOLD -- ATTACH MEMBERS 4 PERIME 1 TUO AD; WALLS Od Y. l.=_1 LIGHT F. / 1. DCUNLI01 -.1 •:,_-_ WASHER FIPURE 2.r H 'RACK E 10A•T _% FI /TURE CE.2.143 F• / E/ T LKsH F /1URE CE LING CIFFJSER RETURN A R GR:L_E HE IT DETEC O SPRINKLER LEAD `•,J E5ERGENC':' BAT - E R" A-K LEG/NCH-7; MA/ 0 , !I TOILET 1 SER /ICE HREA FRO /GE 50442/ ATTENUATE BAT' •45ULA' Oh BETWEEN JC•STS PROVIDE GY °. BG. CE1LG IF NC' PRO ACED AFF. EMERGENCY BATTERY PACK LIGHT F /TUR5 5 ACPSTIC CEILING '•LE 4FF. NIGHT LIGHT FI /TURE 244 CE LING GRID. SEE DET 2. TH15 5.4EE 0 4 0, 0 O O O Oci ) 0 0, 0 0 110c :. Oc LL Oc 0 {N ISI N� VI I I • 0 O PC 0, O O -- EMERGENCY BATTERY PACK LIGHT FI /T5E IGH7 LIGHT FI /iJFc 5. 2.4 4cou5rc CEILING 1 LE A. '0' -0' AFF. PRE. :•REG, O REFLECTED CEILING PLAN SCALE. 1/4 - 1' -0' III7-I- NORTH LEGEND / ABBREVIATION .__. -.) EZISTING WALL TC REMAIN IREMC/E E /15TING WALL NEW' WALL .FULL HEIGHT' NEW HALF WALL. PEE FLOOR PL AN FOR E IGHT Ex15TING RELOCATED (•Cf iore Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICA77ONS 19910 50th AVE W., #203 LYNNWOOD. WA 98036 OFFICE) 425- 778 -3800 FAX) 425- 778 -3822 J A Y S J S A/ G Y J I L. C O N DRAWN BY • JMC APPROVED BY • JYS THIS DRAWING 15 COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY 5E0 ARCHITECTURE IT 19 PRODUCED FOR USE BY CLIENT ONLY REPRODUCTION OR OTHER USE OF TINS DRAWING OR' THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY EEO ARCHITECTURE I3 PROHIBITED. ALL RIGHTS RESERVED 02008 1 -31 -08 ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA. WA 98188 SHEET NAME REFLECTED CEILING PLAN SHEET NUMBER A3.0 American National Standards Institute 1- accredited certification program will be 'd to comply with the food code nent & utensil materials, construction ," " ?sign requirements. RESTROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER ATA TEMPERATURE. OF AT LEAST -100 DEGREES FAHRENHEIT THROUGH A MIXING VALVE OR COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDEA FLOW OF WATER FOR AT LEAST 15 SECONDS. EQUIPMENT SCHEDULE - - KEYNOTE DESCRIPTION MANUFACTURER MODEL UTILITY REMARK CASH REGISTER BY O5NER 2 HAND 51NC AG/ANGE 3413.00 1.115.84 TOWEL DISP. AND DECK MOUNTED 50AP 5/5. 3 FLOOR 515314 B P 4 ICE MACHINE SCOTSMAN SCE I 'O4 -IA I :0V•50 /IPA, 110 AMPS UPTO 541'/24NRS 5/5 EV4P REMOVABLE FILTER 5 ILLUMINATED Exit BY ELECTRICIAN MOUNTED OR 5/15PENED AT DR HOT. W/ BACKUP BATT 6 ORE WALL SHELF By CONTRACTOR 2 TIERS 1 3 COMPARTMENT SINK 4/ FAUCET LAM8ERT508 3815F- 024 -2D CWn4W/DW TYPE 304 55 111 NT. FORTED BACK 5R4S4 SANITARY ROLL ON 3 5/335 8 .00KERS 051 5 1 6 N0/4 505. 5113 • 8' . ECM 6 0.12' • 13' N 6' LEGS 9 DRY SHELVING _ METRO ACA/STABLE LIFE SNELVNG 4 TIERS CW57E-PLATED FN54 10 10 SINK AD ✓ANCE TA800 9 -OP -40 0Wl4W/DW d✓ K -240 2.242 AND K -245 1 246 FL MOWED 551N1T. 1/ GAS WATER HEATER MDR- 'LC•Af ER'CAN FIC 52 -°XW 50K 8 3/J• NPT DG32- 50150.4440/ 50 GAL 12 BLENDER BLENDTEC '083 '20 5 50 IPM. 13 AMPS '3 FLOOR DRAIN BY PLUMBER ' CUBE ICE 5,145ER H4TSUY/KI uC •BE 5V 50 PLUS AMPS 15 SNEEZE GU4F0 BY CONTRACTOR '6 FIRE EXTNGLISHER 51 CONTRACOR 2A /0BC 11 SOFT TLTIGLR TAY -OR 0113 130550'.423 -:/23111 __ CR EOUAL MCCE. 18 19 COMMERCI4. REFRKsER4 TOR TURBO AIR 158 -4950 - 3 AMPS 2 SOLID DOOR RE4CH .N 20 SANDWICH 54140 UNIT TURBO AIR 151.245D /5-550 5.5 /41315 MEW T 21 ELECTRICAL 805 BY LANDLORD 200 41115 ' 23 COFFEE GRINDER RCS •0 8154NI 82451 26 -1449 '10/ 50 U'H 5Ar°5 CROW DEEP BO j3 24 HOT WATER DI5PEN5E9 2 6 01441 1 :0/50 PH dbl AMP FRECISE - E31PERATURE POUR -0/ER 25 FREEZER TURBO AIR 15F.2350 18 AMPS SINGLE DOOR 25 PREP SINK BY CONTRACTOR 24'W / 401 / 44- O'/ER4LL I5'0R41NBC4 - -- 21 EXPRESSO MACHINE R0511O B'5ANI PORTOFINO DEL •1 220550 MPH 10 AMPS SINGLE GROUP • ALL EQUIPMENT ARE CCMME2C 2L MCGEL NSF LI_STEG NOTES 1 ENPLO'EE LOOKER S40ULD BE ON MIN b' .EGS ALL - HE COUNTERS AND BASE 0.B:NET5 ARE TC BE FUR4'SHED AND IN5TALLED 8" CGT4TRACTOR PRO/0E 540° DRAWINGS. 3. -/01 WATER 5-41.11 NOT E/CEED 40" AT A .+ANC 541(5 4 HOT WATER HEATER 11/1 BE ABLE TO .CCC1110D.TE ALL 40T WATER NEEDS. PRO / DE 5E'510 51R.P5 W54IN JPFER.., CF HOT WATER 'INK. PRO /IDE E /PA4451014 '44K 5 3- CC'9P4R 5514 OR 00511 0'5.1125•.E8 IS RECUIREC TC BE LARGE ENOUGH TO ACCO - HE .ARGEST ITEM TC BE WAS/41C THE 3- CCt1P1R^:ENT 5INK SHALL HA ./E DRAIN BOARDS ON E /C4 5.DE 6 ALL 51..RACES WALL FLOOR COUNTER. ETC MJ1 BE 5100TH EASI CLEANABLE INC NON- 4B50RBAN 1 B. 9. 10 ALL FLOOR WALL /UNCTIO45 4.1/E CO/E 84SE. 44ND W451/ SINKS MUST BE 10'/10'/5' DEEP HAND 501P AND PAPER TOWER DISPENSERS SHALL BE FRC✓4DEC AT EACH .14ND 5 /NK (BY Ci/NER). ALL WOOD SURFACES 11U5 BE SEALED. 'I LIGH "NG 15 REQUIRED '0 BE AT LEAST 2,,LENT" •101FOOT CANDLES ON ALL FOOD FREP..R4 /ON 5LRF /GES AND A EOUIPENENT'U'ENSIL-WASHING /0RC LE/E.5 PRO/10E 'C FOOT CANDLES OF 60H1 IN WALK -:N COOLER UNIT AND CRY 5 - OR4GE AREA AND ALL 0 AREAS. A F.xTUBES IV KITCHEN 1L5T BE 5HIE.DED '3 FROJ'DE A SPLASHGUARD AT LEAST 11 14404E5 HI03 BETWEEN THE 54ND SINKS AND THE PREP COUNTER OR WORK TOP REFRIGERATORS WITH A MINIMIAI TWO INCH C.E4RANCE ON EACH SIDE OF THE SPLASHGUARD. THE SPLASHGUARD 1353 E /TEND OUT - 0 BE IN LINE WITH THE FRONT EDGE OF THE HAND SINK 14 PRO/ICE 64.54NIZED STEEL INTERICEDE /TER'OR SEFRGER4T'ON UN:1(5.: BY NATIONAL COOLER CORP. BATTEN-TYPE CONSTRUCTION /5 NOT APPRO/ED /5 3 MA / /MUM MTIBER OF EMPLOYEES UAL- BE WORKING ON - HE 5351E51 WORK SHIFT MENU - F80_15 I0C,UART - SHAVED/ ICE - 10T 'EA Food equipment that is certified for sanitation by an (ANSI deem equip and d E.ADVISED THAT - THENEW WASHINGTON STATE FOOD COD_ E REQUIRES COMMERCIAL . - - REFRIGERATION TO'HOLD.F. AT 41 DEGREES FAHRENHEIT OR BELOW !!!- ),(DOWN FROM 45 DEGREES)- PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE L OCAL, STATE AND FEDERAL STATUTES, ' REGULATIONS AND ORDINANCES). ==HOT- WATER- GENERA DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO MEET THE PEAK HOT - WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. NOTE: WAREWASHING /DISHWASHING SINK_ COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO - ACCOMMODATE ALL SOILED AND CLEAN ED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING ...BEFORE CLEANING AND AFTER SANITIZING. 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. KING COUNTY PUBLIC 1E•.L'1-1 INSPECT ON REQUIRED UPON COI 'I'LE' ON OF WORK PRI CR O CPENING. NC CN4NGES W'LL BE "1LDE WITNOLT HELL -I DEPARTMENT 4PPRO SCALE' 1/4' • 1' -0' EQUIPMENT PLAN 5' / LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. it is strongly recommended that hot water for the restroom hand wash sinks be plumbed from the main hot water heater ...instead of using an instant warm type water heater unit under each sink. ":1 7.V NORTH NO CHANGES WILL BE MADE WITHOUT HEALTH,; - DEPARTMENT - LEGEND / ABBREVIATION (E' •R) APPROVAL !!! EXISTING WALL '0 REMAIN _ 3 REM055 E1115TING /L'AL. NEW WALL (FULL HEI6■41 NEW 4A111 WALL SEE FLOOR PLAN FCR HEIGHT Et.15TING RELOCATED '.'cEf io re Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE W.. #203 LYNNWOOD, WA 98036 OFFICE) 425- 778 -3800 FAX) 425-778-3822 4 /4 11 1 . 4 1 5 : G M A I' L. C O M DRAWN BY JMC APPROVED BY • JYS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE. R IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHET) USE OF THIS DRAWNG OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY 5E0 ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. 02008 1 -31 -08 ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 SHEET NAME EQUIPMENT PLAN SHEET NUMBER A4.© DOOR SCHEDULE KE? DOOR SIZE • TYPE DOOR CO'•NSTRUCT :ON ,••MB NDuJ I REM4RK CORE MLT'L F44151.4 MAT'S FINISH E �� EGISTIVG COCK I . E./ STING 3' -C' / 6' -133' / P•a' B SC U10 PAINT W0 PAIN' 3 5 t ,�2 3' -O• + 6' -8' + Psi' B 50 WD PAINT IUD PA NY IL 3 5 NOTES: I PRO /IDE DECAL SIGN WITH I' LET ERS TO READ '7HI3 GOCR TO REMAIN I?JLOCKEC W»EN BULGING .5 OCCUPIED' - OCATED ON INSIDE OF TRANSOM WINDOW OR PER BJILDING INSPECTOR SUPPLY AND NSTALL 6' TALL SUITE NUMBERS ON OUT5ICE OF TRANSOM LANDOIIJ FOR 3301 SWTE 3 °RO/IDE LE/ER HANDLES THAT ARE HANDICAP APPRO/ED 4. STOREFRONT DOORS AT EACH SUITE SHALL NIA /E PUSH.PULL HARDWARE 5 0004 COL04 TO MA703 ML.LORC 6. D004 TO BE FABRICATED TO MATCH TELLER COUNTER 1 PROADE DOO4 CLOSER. 5. REFER TO H343334 4 JAMB DETAIL 3 T 4 = SHEET 36.3 HARDWARE GROUPS GROUP - I GROUP - 2 GROUP - 3 GROUP - 4 031T5 OLANTITY BUTTS LATCHSET I SILENCERS 3 5 1 COMPONENTS_ QUANTITY COMPONENTS CU-WTITT COMPONENTS 011LNTI BUT LO005ET S.LENICERS 3 STOP 1 CLOSER I BU - TS L00K5E3 STCP CLOSER DOOR VIEWER - OCK5ET PROTECTOR al HERSTRIPP4G THRESHOLDS DOCR 3 I LOCKSET CLOSER ' IIE4THE45T4 136, T“RES•GLDS GROUP - 14 GROUP - 24 COMPONENTS QUANTITY COMPONENTS 01::37173 53775 LATCHSET 1 SILENCERS 3 STOP 1 CLOSER 1 BUTTS LA - CHSET SILENCERS STOP CLOSER DOOR /IELER 3' -O' 'I=—IF— Il 0 E / - TTEM /L -SS 'T I II• TYPE - IN'ER'OR DOOR ABBREVIATION CP • CARPET CT - CERAMIC TILE MT • MARBLE TILE :1C • WOOD SC • SE3LEC CONCRETE CC • COLOREC CONC. 'L CLEAR SEALER ACCESSIBILITY NOTES 314711-U1 EFFORT 70 OPERATE DOORS SHALL NOT E /CEEG 55 POUNDS FOR E /TERIOR DOORS AND 5 POUNDS FOR LNTERO4 DOORS. • ALL REQUIRED 3 ••7 DOOR.J3'S SHA HA /E A '1N''11F1 32' CLEAR OPENING 6314 - HE DOOR AT BO' T0 LIE CLOSER POSITION 3 ML /NUM HEGHT OF THRESHOLD 30 BE MA /IMUM vERTICAL CNIANGE AY EDGE 15 '•.' UIT.J .1 MA/ BE /EL CF 45'. (A .TENS / =TENS ROOM ) TTPCAL 11535 , WIENS ROOM, (D I TYPICAL 0 S• -1 1. 5041' DISPENSER M'D N LAV —NSk2 ED OCET -- 6' COVED MY, 815E MTL EDGE 1 -6 J { TYPE - 5 INTERIOR DOOR 5/ • SHEET /INTL /CT = '/IN`: L COMPOSITION TILE LW • LAMINATED WOOL ,JG • UUOOC RB • RUBBER BASE Ge • G` WALL BOARD MIRROR MENS , 304545 ROOM TYPICAL CE 3E:N5 ROOM, TYPICAL O TYPICAL RESTROOM ELEVATIONS NOT TO SCALE 0 m 4 O TYPICAL RESTROOM FIXTURES NOT TO SCALE I PT • PUNT ACT = ACOUSTIC CEIL'G TILE SIN • 5TA•N L.- • LLOUER TY - r INTERIOR 00DR MENS MIENS ROCtt , 17P'CA4. 1 F 1 WIENS ROOM, TYPICAL -"1. MOUNTING HEIGHT /ENT -0U/ER PAINT Re/FORCED 9L =5316 PANEL L12LLCOVERAY REPFORCED PLASTIC PANEL 33.LCO'.3R11G a MEN5 '3CME55 ROOM T7. 1CA 8 :o 6 "YFE uALF W'LLL INTERIOR 0004 COAT HOOK, PUREE HOOC iore Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425- 778 -3800 FAX) 425- 778 -3822 JAYS J S A S N A I L C O M DRAWN BY JI" 1C APPROVED BY JY5 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY 5E0 ARCHITECTURE. IT IS PRODUCED FOR USE BY CLJENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. 02008 1 -31 -05 ISSUED FOR PER cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 SHEET NAME SCHEDULE AND DETAILS SHEET NUMBER A5.0 : `cafio :-4ti . , RE5WENT FLOORING RIBBER REDUCER 51RIP &LIE MOULTED CAIBET LINE r CRLSH SEALED CONCRETE RIBBER REDL CER PTRP GLUE T) ED C. T GAFFS GRUB/ LINE CERAMIC TILE UM SETTING STSIDI ;ET 4- SCRED GLUE MINTED CARPET EXISTING CEILING Italian Frozen Yogurt -. - .5%. MTL. STUD 16' OC. ..,, e••T'= r•n•T:: JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE W., #203 LYNNWOOD, WA 98036 OFFICE) 425- 778 -3800 FAX) 425- 778 -3822 3 A Y 5 3 5 A G Y A l l .' D N i'•••4AAa)1 A• CARPET LRJ5N 5/8' or .. BRD. ii•A,•1A•1J••••••, - CO FICRETE SLAB �� SLAB - CCNCrETE SLAB BUILD UP FLOLR IIATN LATEX 1PIDERLAtte1T A5 REQUIRED TO ALIGN CARPET C / R15N LNE WTH TOP CF CERAMIC TILE ROOFING RESILIENT FLOORING CARPET CARPET TO SEALED CONCRETE CERAMIC TILE TO CARPET PRE-FAB COOL WALL PANEL SOFFIT DETAIL AT COOLER O TO NOT TO SCALE O NOT TO SCALE O NOT TO SCALE O NOT TO SCALE NOT TO SCALE DRAWN BY • JMC EXISTING SLAB ON GRADE r -b' NIAX4141 FRO'1 END TO 4' -0' OC MAXP1I1 FIRST SUPPORT BEIUEEN 51FPORT BRACES 362581 -33 FETAL STUDS. FER ICBO REPORT NO. 4343P. • 16' OL. I 5'•0' MAX NEIGHTI APPROVED BY • JYS , BRACE INS DRAWNO 19 COPYRIGHTED AND t9 THE BOLE PROPERTY OF JAY SEO A1ICNTECTIIRE TT is PRODUCED FOR USE BY 'LENT ON-Y. REPRODUCTION OR OTHER USE OF INS DRAWNO OR THE lFOR►UTpN CONTAINED F6iQ1 WITHOUT YYNTTE7! PEl7Y$BION OF JAY 8110 ARCHITECTURE 19 PROFBBITED. All RI0FfT8 RE9ERVE0 02008 I I. 1 . I. I . SAW OJT AND REMOvE ExISTING 5LAB FOR TRENCH A5 REQUIRED CONCRETE SLAB ON GRADE TO DEPTH OF EXISTING m/ 3 BARS • 16' OC- EA WAY, AT RIDDLE DEPTH CF SLAB. DRILL AND EPDXY b' NTO EXISTING SLAB 0 11- 5/B GWB EACH SIDE T60-43 1RAOC MOTH TO MATCH STUDS/ IU HILiI X•DM (145' DI4 X 3/4• EnBEDI POLDER 5P4c5D Fd51ENER5 FER ILBp. REPORT NO. 1388 SPACED MAX 44' OC. AM 6' MAX FR?i ENDS Y•6' FIZ7'1 END 10 l' -0' 0C nA Ct U1 B RST'SJFPCRT BETWEEN SUPPORT BRACE BRACES o y - + 10 GAUGE METAL SW AT SUPPORT BRACE �•+ w 24' It ? ¢ ~ �• ST EEL PLATE LIP 111111" ( 3 V REEL PLATE (1J 3/8' X 1 VJ' A NC HOR T F 1R• EACH WAT FTXI1 COMPACTED REQUIRED \ \ STUD TRACK \ 1 NIW ,9 AND BASE. SEE FINIS PLAN �p � � (2) re SCREWS. I EAOJ SIDE. TRACK TO SW Wig r'W?•$ +• ' :' ���� i l �4• !'.•f�Ta r ., •:: � ry '. s .• � %IM ' ,i't � -,1- > �y - -• ` 0 II /, _, � w'�i' i.. i'g MINN I I I 1 ` . ca TE ROCR S RICTUS 1[ ='!1 Jf =JL�J1 JL 11� SL J1=J1 Jl . U= :1L= 1L—JI: — 9 — ' I— JI= JI =II=IL s c lldl oll =Ii =11 11 9 'lI II II — II — I I: I O SOEMATIC Fuve CF PARTIAL - WEIGHT PARTITION — �lE !\!�'' 1 FILL d5 LOCATE PIPES/CONDUIT Kn15t C SEALANT AT FfRA ET ER AMID 2r Au PB,ETRAnau T1/CCM. STRIPS Xi FACE vPTTL idFt -c ABOVE v4POR BARRIER VAPOR BARRIER TO MATCH EXISTING SLAB DOWELING AT TRENCH O SUPPORT BRACE DETAIL BOTTOM OF INTERIOR PARTITION (AT CON' FLOOR) $ SUPPORT BRACE FOR PARTIAL - HEIGHT PARTITION (3 5/8' STUDS ) - SEE PLAN FOR WALL HEIGHT 1-31-08 ISSUED FOR PERMIT • C e f 9 ore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE ' USE TUK ��• WA 98188 O NOT TO SCALE O NO SCALE O NO SCALE .y. BRACE d' -0 QC. BRAE TO EXISTING ROOF + Xi L \ SEISMIC STRAP AT TOP T EfOTTpM PER CODE EXISTING WALL �/ STRUCTURE OR RW WALL TO EXISTNG F100F STRICTURE UNDERSIDE OF ROOF DECK _ _ SUSPENDED CEILWG TILE. PROVIDE OPENING At TANK = 6 m r -I Slt.RM A35 W i0P AND BOTTOM W/ 102 NAILS OR 431 9 . I Y.' S'I�WS. Tl'P. i� OR d5 rEQLF4ED FOR DIFFERENT TYPE OF ROOF STRUCTURE Say' INTL. FRAMING , "� r U "` AQ` O `' t•" t0 N �7 WIRE HANGER 3 615164. 0 METAL 5 8 842'111 Ql9 RANGE AND BEND WEB TO FOFd1 2 7• nw oVEFL2P. CQP•IECT to iCP TRl+QC W/ r3/ •B M E TA L CUiEU6. dLTERNdTE BRACE 5 • 48' O.C. :0 WATER TANK d'x1l' DRAIN PAN MI PLTUIOOD SUBROOR 1 OVER 2x6 FRAMING • IT - • 2'•0' O.G. ` r �1 i '• •fl PER PLAN i )617150 -43 TR2CIC WV (2) •B SCREWS PER STUD, EAC3 SIDE ' OZ. MAX SUSPENDED CEILING TILES ? 0 3w 5/8' GYPSUM BRD. ,L IBBIIBBBBBBUBBBBBBBBBBBBBBB 1 (E) CEILING / / ' j 5/8' MOISTURE RESISTANT GYP. BD. m/ FF2P PANELS ON ALL 910115 2I4TER FAUCET PER SC4IEDULE 2x4 WALL =' R .• SEE CEIL'G PLAN ACOUSTIC a VW .0..t1 SHEET NAME DETAILS CEILING TILE w 5 /6' GYPSUM 8D E401 510E 150.43 MOP BASH PER FICP DULE P.T. SOLE PLATE FINISH FL OOR TRACK (1031 TOMATO 51185/ OU 11ILTI x -a6 (145' 0(4 % 3/4' EMBED/ POLDER ACTUATED FASTENERS FER IC/3Q REPORT N0. 2365 SPACED MAX 24' 0L. 418 6' MAX FROM 585 EXISTING FNNE ISD FLOOR SOFFIT - , at',:.c:. >a;v:c:esn.1VO V 4 in 4 3' • 1_I.,: SHEET NUMBER A6.0 SEE CEIL'G PLAN O SOFFIT DETAIL 10 PARTITION WALL SEISMIC BRACING 1Y -0' J, • BASIN WIDTH SECTION AT MOP /WATER TANK NOT TO SCALE NOT TO SCALE 11 NOT TO SCALE 1441514 1441514 5` • ` ''cafiore y~ 7 +, v4RIES - REFER TO ROOM SCHEDULE 'X' + -INT. FIN. OVER 5 /B' GYP. BD. -SEE FIN_ SOWED. METAL STUD WALL FINISH VARIES REFER TO FINJ5H SCHEDULE 1' TYPE GYP. BD. III ETdL STUD WALL FINISH E - ROOM PlNI5 S SCHED ULE 7X BLOCKING CAULKING DOOR PER SGH. �^ ( I Italian Frozen Yogurt MI STAINLESS STEEL WALL END GUARD OVER FRI.. FRI.. . /\ -t / 1 I MTL. STUD W/ SOUND INSUL. T ... J S A r c h 1 t e c t U r B I n C. RESIDENTIAL I TELECOMMUNICATIONS t W L Y NN W O O D, W A 98036 OFFICE) 425 FAX) 425- 778 -3822 J A Y S. J S A ,• G Y A I L. C O N I N �` FINISH VARIES j. 7X BLOGKI REFER TO PLAN INLESS ATEE . �1 CAULKING ON 3/4' BULLNOSE CORNER ! „1I HOLLOW METAL DETAIL 'A' BEAD IBEADEX) " - kit SECTION AT WALK ST WALL END GAP O'vER FRF'. S L QUARRY TILE BASE FRAME -I6GA, TILE OVER 5/8' GYP. BD. - SEE FIN. 5CHED. '- DOOR SEE SO H. / •..••••.- .•..••••••� z FRAMEI6G4AL 7X BLOCKING DOOR OPENING; - Y I 41%. STUD LW INSUL. • SOUND TAPE ON 3/4' B ULLNOSE CORNER BEAD /BEADEX./ pFTA1L 73' \ METAL STUD WALL O TYPICAL HOLLOW METAL JAMB TYPICAL HOLLOW METAL HEAD TYPICAL DRYWALL CORNER DETAIL TYPICAL WALL SECTION (METAL FRAMING) NOT TO SCALE O NOT TO SCALE © NOT TO SCALE O NOT TO SCALE DRAWN BY • JMC FOOD MERCHANDISER APPROVED BY • JYS WIDTH AS SPECIFIED CL BLOCK) SOLID PER DUNE- = 5' -0" / EQUIPMENT BASE TO 4 0 iv C = BE NOTICED AROUND FLOOR T S O D O e THE SOLE PROPERTY' OF JAY 8E0 AR C USE BY CLIENT O NLY. REPRODUCTIOIi OR 0 1 16 1 119E O 7149 DRA WNO OR Tt£ _ _ _ T WRITTEN PFAAOSSICN CF JAY 8E0 ARCWTEC7VRE L9 PROHIBITED ALL RIGHTS RESERVED. m2O C8 SINK P 4 � , TYPICAL FLOOR SINK W / DOME STRAINER ' PROVIDE SOLID BLOCKING AT BOTTOM CF 'KV' Alla TYPICAL FLOOR SINK W/ DOME STRAINER J SILCONE SEALER (CCNT) FIBER REINFORCED CEMENT BOARD PLYWOOD - L. Ca o 3/4 GRATE _ WALL I� II S TANDARDS PER OWVE SECTION 6 H. EQUIP. BASE MIN I' AIR GAP TO o o e o III 1 'I,�I SET FLOOR SINK FLU5H LINE FLOOR SINK TOR RIM REMOVEABLE GRATE FOR ACCESS TO GLEAN W/ FIN. FLOOR C. TO GROUNT IN GAP BETWEEN SINK FLOOR DOME STRAINER IN. FUR. A. TWO µ GA. 5/5 BRACKETS TO BE SUPPLIED ON SHELVES UP TO 6' -0' IN LENGTH, SHHELVES LONGER THAN , -0• TO HAVE ADDITIONAL SUPPORTS EQUALLY SPACED. MAXIMUM OF 5' -0' BETWEEN BRACKET EACH BRACKET DRILLED AND SECURED TO WALL W/ A MIN. OF 2 I/4• X 20 65 ROUNDHEAD BOLTS AND 5/5 LCGGWASHERS ANCHORED W/ TOGGLE6 OR LEAD EXPANSION SHIELDS. VERFIY WALL CONSTRUCTION AND PROVIDE BACKING IF REQUIRED. B. SHELF 16 GA. 5/5 CONSTRUCTION W/ ALL JOINTS WELDED, GROUND SMOOTH AND POLISHED. SHELVES TO HAVE STUDS WELDED TO UNDERSIDE. DRILL BRACKET, FASTEN W/ 55 LOCKWASHERS 1 6/5 NUTS. C. FULLY WELD, GRIND SMOOTH AND POLISH D. COVED BEND ACCEPTABLE, BUT NOT REQUIRED TYPICAL SHELVING DETAIL 1 .9 i I S. BENT Ft. I/4• X 3' I' -6' X 6' yr - I , 1 11 I I 1- R SET FLR SINK FLUSH W/ FIN. FLOOR G.G. TO GROUT IN GAP BETWEEN SINK 1 FLOOR 3/4' GRATE W/ OPEN V4' FOR DRAIN LINES SET ON TOP OF FLOOR SINK 'P' _i II!( Il % j1 %III /•'I / .)III % G"4Lv. Q.T. 1 Q.T. COVE BASE W/ 3/8' R _ ' SECTION iiutlii � riiiiiaiiaau0000iiiiinrioo�iiocyimimii .�iim. ° REFER TYPICAL FLOOR TRAP UNDER FLOOR TO PLUMBING PLAN FOR LOCATIONS SINK DETAIL ° 4 • ll� ° ° • 4 A ° c ANCHOR BOL CONC. SLAB I/2• 3/8 EA. END O COVE BASE DETAIL REFER TO PLUMBING PLAN FOR LOCATIONS 8 TYPICAL FLOOR SINK AT CABINET 1 -3I -08 ISSUED' FOR PERMIT ��ss � V ® ■ $ ' ® r Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17260 BoIJTHCENTER PKWY. SSE - 148 TwcwILJ►. WA 98188 EQUIPMENT OR CASEWORK SEALANT, NOT TO SCALE O NOT TO SCALE 6 O NOT TO SCALE CONT. COVED ROUND TOP I• QUARRY TILE, TYP. it I'' QUARRY TILE, TYP. • IF THE COUNTER TOP CANNOT BLOCK THE SNEEZE LINE. 6• , 44 g E CLL45S � p EEEZE (H 1-1. SNEEZE GU • -- -T.' I' l - : ❖• ❖:•:•::J• ;: LSx4x I/4 SECURED TO FLOOR W/ 1/4 '87' EXPANSION ANCHORS AT 16 OC - II =� DIA. POS 60' AF BE MADE 6 FROM FLO - .O-,L 1 1 , 1/4• TEMPERED GLASS WITH POLISH: % • EDGES 54' AF, f+ • b' B • - � . II / 1 SNEEZE // / �I •rte= IR' THHKK SpLIR SURFACE NV CORIAN � 51RRA DUST I x 4 FRAMING FLOOR CO � G J a ` P� I O */ Q� �� A � GONG. BASE • EQUIPMENT FINISH PER SGN. METAL STUD WALL I 5/8' GYP. WALL BD. - TTOH ,' :�, - I x 8 FRAM - _- NG e 5 8 a pp p� gHE�F I W/ oL W E HI B TE LAJ"IINATE } PORTS FINISH - 1/2' STAINLESS STEEL TRIM ON 4 KEEP TRIM BACK 1/7' FROM E. FRONT COUNTER SEALANT, CONT, ROUND TOP 3/4' PLYWOOD CERAMIC TILE TTI : � y ❖:•; ❖: ❖:•: SFIELF 5[1 D oEi.'�gM e, / 1 80s •OC OOR SHEET NAME DETAILS II � 1 BASE ASE TILE f � LE II I NOTE MAXIMUM WIDTH OF SINGLE GLASS PANEL -60• SNEEZE GUARD DETAIL FRONT COUNTER ELEVATION BASE DET AILS x x �' 10 FRONT COUNTER SECTION SHEET NUMBER /'1 n 6.1 NOT TO SCALE O NOT TO SCALE O NOT TO SCALE MARK PLUMBING FIXTURE CONNECTION SCHEDULE F YTURE TY Ill -.STE /EVT :CCLCNC • RE"I -IRK P:C LA /..CCWTERTOP , II;' L• 4• 1 i�• I L• P :W LAV.. WALL IAMC - 1 4' L• ACA I:EGHT J SPACING P 4 MOP SING . ' 1' J L• L• L• FLOOR MCt T P•5 PREF 5!•JC - i ly PRO /IDE WDIREC' DRAW °-b 3 -COMP SINK . I't' PRO /CE NDIRECT CRAIN °.T YOWURT M.:CH \E I L• - INLET OUTLET • a PS ESPRESSO MACNNE 1 y' FRCrDE w4 TER =ILTER PO DATER NEATER • - ;• .ORM I3' MIN. FROM FLOOR Pn ICE MACHINE 1;' ' Y - F RC / DE ,DATER FILTER FC FLOOR DRAW ..4' I L• 4 1_ P�2I'ERr / TRAP . • , SIZE PER DRAWIHKS I _ IND,RECT DRAIN A' . ;'.I;'.3' CEEP FLCCR SING _. I 1 E /I5 NG'..O LATER LINE. "ELC /ERP1 E /ACT LOCAT'CN -- S 401 WATER COLC WATER 0 CUB -E CHECK / -L FE ER TLE C•TY CR CWNTY RECUIREMENTS. PRO /ICE NOT FRO/ CB: r'4E SUITE CR BJLC 'K WATER WATER LINE PLAN SCALE. 1/4' - • ° E P -10 P -6 P -5 P -3W NORTH TUBULAR PENETRATION ROOF PENETRATION NOT TO SCALE 6 WN SEALANT DRAW'BAND „..—••-140 LEAD FUJJCEO SLEEP' c--- ROOFINO PUSS r- -DOORS BOOT GOES UNDER BASE FLASHLNG COMP. BASE FLAA@IG INSULATION HEAT 1RTP T ERUOUETER TEUEF ROUTE FULL SIZE TO SERVICE SNR. (SET HEATER FOR 120 F.) 7 HIGH UP, G4.' STUB. DRP PA TO !fa LOOP S • BRACE SCPAYSION TANK SEISMIC SUPPORT SECURE COLD RATER SERVICE FNC CONDENSATE 10 WAGS Wig RNSW PIATFOTAJ WATER HEATER NOT TO SCALE NOTES I: ALL PLUMBING WORKS SHALL BE DONE N AGCCRDANCE WITH :00: UNIFORM PLUMBING CODE. NOT / COLD WATER SERVICE TO BE RUN THRU CEILING INTERSTITIL-. SPACE AND WALLS UNLESS C - HER WISE NOTED. 3' E /ISTING SLAB TC BE 54,2 -0J AND REPLACED AFTER PIPE •NS'A_LATIONS AND SOIL COMPACTED PER CODE. SEE ARCHITECTURAL DRAWING FOR DETAIL b /A6.0. a • CONTRACTOR SHALL 0514IN F /TUBE SPECIPCATION TO - OCATEC E /ACT PLUMBING LOCATION'S IN COORDINATION WITH THE OWNER 5 • ANY FASTING FI /TURES OR LINES REMC/ED SHALL BE CAPPED Bc1IND FINISHED SURFACES AND REPAIR SURFACES TO MATCH EASING AL ROOF PENETRATIONS SHALL BE RENEIBD AND APPRC/EC B' BUILDING OWNER ROOF,NG CONTRACTOR SHALL BE APFRO'/ED BY BUILDING OCHER ALL ROOF PAICHWG M.:.TERIA, ML5 BE CC4MP TILE If TN E /151WG RCOFING. CONTRACTOR SHALL rERIF TER OF E /I5TWG ROOF 'JARRANTY ANY AND ALL 2451)4055 5HALL BE PERFORMED IN STRICT CONFORMANCE WITH E.-15TING WARRLN" .ti ORHER T14.1 IT REM.1W5 W FUL- F0R05. CONTRAS - OR SHALL -'A/E ALL INSPECTION AND CERTIF 01.TIO I5 DONE AND 54AL- FRC/ DE E/ICENCE THAT 1.45 5005 WARRANTY 15 STILL •N EFFECT REFER TO CETA.L ' 2 S • SHEET .6 J cs FLOOR 5WIG Er-STING WASTE LINE FIELD /ERIF`" EMC LCD - O. SCALE 1/4' - CCNNEL' 4 L.=STE 'O E/ 5':NG LA5 - E - NE F E.D /ERF`" E /AC' LC_ -T q. WASTE LINE PLAN NORTH ef io re T , - � Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., 4203 LYNNWOOD, WA 98036 OFFICE) 425-778-3800 FAX) 425 - 778 -3822 J A Y S . J S A, G IJ A I L. C O M DRAWN BY JMC APPROVED BY . JY5 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY 5E0 ARCHITECTURE. IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY 5E0 ARCHITECTURE IS PROHIBITED. AU. RIGHTS RESERVED. 02008 1 -31 -08 ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 SHEET NAME PLUMBING SHEET NUMBER A7.0 March 7, 2008 Jake Lim 6733 — 121s Avenue SE Bellevue, WA 98006 RE: CORRECTION LETTER #1 Development Application Number D08 -085 Cefiora —17250 Southcenter Py, Suite 148 Dear Mr. Lim, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -4163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 44/NAL Brenda Holt Permit Coordinator encl xc: File No. D08 -085 • Cizy of Tukwila P:\Permit Center \Correction Letters \2008\D08 -085 Correction Ltr #I.DOC wer • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 Building Division Review Memo • • Date: March 5, 2008 Project Name: CEFIORE Permit #: D08 -085 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The referenced codes on the cover page show compliance with IBC 2006. However the table and occupant references are consistent with the 2003 IBC. Example is the table 1004.1.2 is now 1004.1.1. In addition the reference for 1004.7 does not apply since the tables and chairs are movable. Please review the 2006 IBC and correct the code references. 2. In reference to item 1) the occupant load by our calculation is more than shown. Kitchen calculates 518 sq ft excluding the 56 sq ft for the bathroom @ 200' per occupant = 2.3 occupants. The dining area is calculated at 472 sq ft divided by 15 (with out fixed seating and tables) = 31 occupants. Therefore occupant load shall be calculated at 33 total occupants. Please revise code references and occupant load to comply with IBC 2006 codes. (2006 IBC Table 1004.1.1 & Section 1004.1.1) 3. The occupant load in assembly places shall be posed in a conspicuous space near the main exit or exit access doorway from the room or space Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. Please include this note or code reference on the plans. (IBC 1004.3) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. February 25, 2008 Jake Lim 6733 — 121 Avenue SE Bellevue, WA 98006 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -085 Cefiore — 17250 Southcenter Py, Suite 148 Dear Mr. Lim, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 14, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the following comments. 1. Complete the enclosed King Count Metro Non - Residential Sewer Use Certification form. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Brenda Holt Permit Coordinator Enclosures File: D08 -085 • Ciiy of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Incomplete Letters\2008\D08 -085 Incomplete Ltr f! l .DOC jem • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 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 1 1 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 ( .2 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 14- O_ Sink, other (service) 3 1.5 I 3 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 ( 6 Water closet, tank or valve, >1.6 GPF 8 4 IA King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type t =a 4ov� � c - r e - Property Street Address City Tv l� 1 LA State Owner's Name ✓too (� Subdivision Name Subdiv. # (if applicable) Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address Building Name A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units I - Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 Signature of Owner /Representative 1 P RCE ZIP Lot # Block # For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) A B CITY F EB 2 9 2008 City or Sewer District Date of Connection Side Sewer Permit # PERMIT C: NI ER Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) RCE INCOMPLETE LTR# Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 -684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected da fo determination of a revised capacity charge. Date o 7o Print Name of Owner/Representative /L L. )o (_l.� t . 1058 (Rev. 9/07) White - ina Cour& Yellow - Local Sewer Aaencv Pink - Sewer Customer DEPARTMENTS: 3 le B ihln; d ivision Public Works Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY II PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -085 DATE: 03 -07 -08 PROJECT NAME: CEFIORE SITE ADDRESS: 17250 SOUTHCENTER PY, STE 148 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 7( Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: REVIEWER'S INITIALS: Fire Prevention Structural Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n Planning Division Permit Coordinator n DUE DATE: 03-11-08 Not Applicable n No further Review Required DATE: DUE DATE: 04-08 -08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -085 DATE: 02 -29 -08 PROJECT NAME: CEFIORE SITE ADDRESS: 17250 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued Bui •Ing 1 ision Public Works X 17 A ii. , 3 -1-o8 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Fire Prevention Structural Incomplete APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 n n n Planning Division Permit Coordinator DUE DATE: 03-04-08 Not Applicable No further Review Required DATE: DATE: n n DUE DATE: 04 -01-08 Not Approved (attach comments) I/ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Er Fire ❑ Ping ❑ PW ❑ Staff Initials: SJ ACTIVITY NUMBER: D08 -085 DATE: 02 -14 -08 PROJECT NAME: CEFIORE SITE ADDRESS: 17250 SOUTHCENTER PY SUITE 148 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Documents/routing slip.doc 2 -28 -02 PLAN SLIP o S(Z /W L 2-2A-of) Fire Prevention Structural Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Z' 14 06 LETTER OF COMPLETENESS MAI D: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 2( Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required U REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator Not Applicable Not Approved (attach comments) b DUE DATE: 02 -19 -08 DUE DATE: 03 -18-08 o Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • 1 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 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa; etc Date: 31 7 &— Plan Check/Permit Number: n b O - U t S ❑ Response to Incomplete Letter # [� Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: C e -C) a 4. Project Address: 1 _ . _ ., r w , u, Contact Person: a , (k(17.4 , e41- Phone Number: C Summary of Revision: 1 . 1T Tl.n ', W iiI r (x ,c c.awi wit .,,,� . F1 .}� ( 1 T I • c . t o at ('QV 1 . Q . - ( .0. n vvi n 51-11 A-a.6' w;1( 6of nok pa/ z_ow,wun,“1-. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (' Entered in Permits Plus on " � O'- Iapplicationslfonas-applications on tinehevision submittal ,rT RECENT JLA MA 0 7 ?008 ~ E M r cENTEF, Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12M J t1) Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Ck6ft) • • 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 Plan Check/Permit Number: Project Address: f)'`( Contact Person: 3a , Phone Number: a — -4$ — 3R o'i Summary of Revision: 440174 -P-er e1Wz,4- t- G ti - 4reirki i- 0-1,1 Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: in Permits Plus on A 1applcations\forms- applications on line\revision submittal r ,t• a- 11 -7nne revision p qosS Steven M. Mullet, Mayor Steve Lancaster, Director C RECEIVED FEB 2 9 2008 License Information License NOAARAC933Q1 Licensee Name NOA ART CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 602780874 Ind. Ins. Account Id #1 Business Type INDIVIDUAL Address 1 6733 121ST AVE SE Address 2 City BELLEVUE County KING State WA Zip 98006 Phone 2062882803 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/21/2007 Expiration Date 11/21/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 PLATTE RIVER INS CO 41132209 11/05/2007 Until Cancelled $12,000.00 11/21/2007 Business Owner Information Name Role Effective Date Expiration Date LIM, KYUNG W OWNER 11/21/2007 Look Up a Contractor, Electron 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. I l • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= NOAARAC933Q 1 03/27/2008 il— lz >-L N 01°0111 E 0.06' S RBUC FITNESS OUTLET CHIPOTLE I DRESS BARN OLU P • 0 z 17 5 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE Revisions will require a new plan submittal and may include adcritional plan review fees. f I LEE, SNOOK 111 LAKE Si KIRKLAND, W4 e0033 (20) 605=7909 N epwavoo. 1 -NTINKLER B L SOUTH BUILDING (17250) L 1 l i j , j j HA co Et THE BR I I j c ( 2 111 1 P1 . 10 1 i 3_ 7 ) a: ,, 1 0 0 r' j. 1 \, LT I i i LTI..r_171.F. y 1 '7- eil E NORTH BUILDING // (17100) EXISTING SITE PLAN SCALE. - I" = 60'-0" AIRCHITECT JAY SEO ARCHITECT leelo 50TH AvE. WEST, *203 LYNNWOOD, W4 c3,503e• 425-710-3000 I II 1 • 1, noon 11111111111111111111 h ;. I. NOT REQUIRED WIG BOULEVARD SUITE I4a - � 5Q. FT. CEFIORE TENANT IMPROVEMENT Ul i Perna Nos " E N 88'0000' 1.1 E N bE5°00' „ 00" . tail I:1 1 .t.f Li. Li • 13 ! I I 7 t, n 1, ; 1 . 1, ■;) • I • , ,i ;l I i SCOPE OF WORK BY Date:, 03 L L JJJ .16 .. ! 36 1 I 1 ! I ■ ! ' ! i -- --. ' -----4-- --1 . ---h- I i I 1 „ -L--t_' i t 1 ! 1 t ! I I 1 I,III I 1 num uti Ort IF /Pi 4 ■ L! NORTH Ran review gymsl is subject to eras mid omissions. Approval of construction documents dose rot asthorize the violation of any adopted code or ordnance. Receita of approved Field Copy end 4401- . is acknowledged: ■ j■JJJ 1 1 City of Tukwila BUILDING DIVISION :7:7,0 Mai eaL:' ri"H I I 1 H (I 7 F ,t SEPARATE PERMIT REQUIRED FOR: g m echanical erectrIc Plu Wears Piping City of Tukwila BUILDING DIVISION WILA CIVL EI\ NOT REQUIRalD tti LJ ?st (55 00 KOHL'S Of oTlsar: r SHEET INDEX T1.0 SITE FLAN, COVER S1-1EET A0.0 GENERAL NOTES 42.0 FLOOR PLAN ,43.0 REFLECTED CEILING PLAN A4.0 EQUIPMENT PLAN AND NOTES A5.0 SCHEDULE AND DETAILS 46 DETAILS 46.1 DETAILS 41.0 FLUMSIN PL AN IENIKRa, CO\TRACTO TO IBE DETERMINED PROJECT INFORMATION SITE ADDRESS PARCEL NUMBERS -- - evoato - st - LEGAL DESCRIPTION -a t _ „ 7:1772: EAST BUILDING (17200) SCOPE OF WORK ZONING BUILDING CODE CONSTRUCTION TYPE LOT AREA TOTAL BUILDING SQ. FT. SCOPE OF WORK SQ. FT. FIRE ALARM SYSTEM OCCUPANCY GROUP OCCUPANCY LOAD EXITS EGRESS WIDTH ON-SITE PARKING VICINITY MAP GRAPHIC SYMBOLS 262304S111 PARCEL C: DETAIL NUMBER NUMBER SOUTHCENTER SQUARE - BUILDING 5 17250 SOUTHCENTER PKWY. SUITE 148 TUKWILA, WA 95155 THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, 14-M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION N 26; THENCE NORTH 58°0542" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 261868 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 01 WEST ALONG SAID EAST LINE 131 a32 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER THENCE NORTH 87°55'55" WEST ALONG SAID SOUTH LINE, 185.25 FEET TO THE TRUE POINT OF BEGINNING THENCE GONTUNUING NORTH 81°55'53" WEST 432 FEET TO THE EAST RIGHT-OF-IAIAY LINE OF SOUTHCENTER PARKWAY THENCE NORTH 01°08'35" EAST 314.51 FEET ALONG SAID EAST RIGHT-OF viA'r LINE TO A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 25 FEE; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF O551", AN ARO [DISTANCE OF 5c1.67 FEET; THENCE SOUTH 87°5555" EAST 571,45 FEET; THENCE NORTH 02°04'01" EAST 10 FEET THENCE SOUTH 51°55'55" EAST 4e, FEET THENCE SOUTH 01°58'27" NEST 34c1•5 FEET TO THE TRUE POINT OF BEGINNING; : TENANT IMPROVEMENT FOR FROZEN YOGURT STORE (WITHIN NEW BUILDING - NO PREVIOUS TENANT). 5C0PE OF WORK INCLUDES NEW FREP AREA, SERVICE AREA, AND DINING AREA. NO STRUCTURAL, EXTERIOR WALL, OR SITE MODIFICATIONS. DEFERRED SUBMITTALS, MECHANICAL, ELECTRICAL, FIRE SPRINKLER FIRE ALARM. : TUC (TUKWILA URBAN CENTER) I5C 2006, CURRENT WASHINGTON STATE BUILDING CODE AMENDMENTS. : V-/3 (SPRINKLERED) : 131,533 50. FT. (3.16 ACRE) : BUILDING - 5: 46,611 SQ. FT. : S‘D 5Q. FT. : YE5 : 5 (LESS THAN 50 OCCUPANTS) DINING ININ AREA : 412 5F/ 15 SF = 31 OCCUPANTS KITCHEN 4 SUPPORT AREA: 515 S / 200 5F = 23 OCCUPANTS TOTAL = 33 OCCUPANTS PER SEATING SHOUJN ON PLAN 5 CUSTOMER AND 3 EMPLOYEES TOTAL = OCCUPANTS (PER I5C TABLE 1004.1.1) 33 occUpANTS TOTAL SECTION NUMBER '51-IEET NUMBER ONE EXIT REQUIRED WHEN OCCUPANT LOAD 15 BELOW 50 1 EXITS PROVIDED. (FE R IC TABLE 1014.1) .2 x 33 PERSON = 6.6' TOTAL REQUIRED, 1-36° PROVIDED_ (PER IBC TABLE 1005_1) PER SITE PLAN. -..-INTERIOR ELEVATION NUMBER --=-51-IEET NUMBER CITY OF TUKWILA MAR 07 2008 PERMIT CENTER ROOM XXX ROOM NUMBER NUMBER NUMBER TTFE REVISION CLOUD CORRECTION LTR# wil)(9S0Sc =f1 JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425-778-3800 FAX) 425-778-3822 JAYS.JSA (6; GMAIL.COM DRAWN BY Jric APPROVED BY = JY5 THIS DRAWING IS COPYRIGHTED AND 15 THE SOLE PROPERTY OF JAY SEO ARCHITECTURE. IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. ©2008 3-01-08 1 REYIGED PER cIty TS isSUED FoR PERMIT cef lore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 SHEET NAME SITE PLAN COVER SHEET GENERAL NOTES CODES ALL CONSTRUCTION INCLUDING MATERIALS AND WORKMANSHIP TO BE EXECUTED IN STRICT ACCORDANCE WITH, BUT NOT LIMITED TO THE LATEST EDITIONS OF THE IBC, NEC, UMC, ADA, NSF, AND APPLICABLE STATE AND LOCAL CODES. DRALUINCIS DO NOT SCALE THE DRAWING. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING OF ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED A5 GUIDELINES ONLY AND MUST SE VERIFIED. REPORT AMr DISCREPANCY TO THE ARCHITECT. ALL MECHANICAL, ELECTRICAL, PLUMBING, SPRINKLER, ,ALARM ARE DEFERRED SUBMITTAL. THE SUBCONTRACTOR SHALL SUPPLY THE ARCHITECT AND GENERAL CONTRACTOR DESIGN AND INSTALLATION DRAWINGS THE FIRST WEEK OF THE PROJECT AND SHALL UPDATE THEM AS CHANGES OCCUR ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND OTHER DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION, ALL QUESTIONS PERTAINING TO THE CONSTRUCTION AND MEANING OF DRAWING OR SPECIFICATIONS SI-4ALL 13E DECIDED UPON 13Y THE ARCHITECT OR IN THE CASE OF STRUCTURAL OR CIVIL DRAWING, THE ENGINEER. DOORS AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE LOCATED 4' FROM THE ADJACENT WALL OR CENTERED BETWEEN WALLS A5 GRAPHICALLY INDICATED ON THE DRAWINGS. COORDINATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND VERIFICATION OF ALL SUBCONTRACTOR'S WORK CONTRACTOR TO BE RESPONSIBLE FOR ACQUIRING NECESSARY PERMITS FOR CONSTRUCTION. SHOP DRALUING5 AND SU MITTALS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, BROCHURES AND FINISH SAMPLES ON ALL CASEWORK, HARDWARE, STOREFRONT, LIGHTING FIXTURES, ELECTRICAL EQUIPMENT, PLUMBING FIXTURES, MECHANICAL EQUIPMENT FOR REVIEW BY THE ARCHITECT PRIOR TO FABRICATION OR ORDERING. FAILURE TO DO 50 WILL INDEMNIFY THE ARCHITECT FROM THE RESPONSIBILITY FOR SUCH WORK EXITS ALL EXITS SHALL BE OPENABLE FROM IN5IDE WITHOUT A KET OR ANT SPECIAL KNOWLEDGE OR EH-ORT AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED. PROVIDE ALL REQUIRED EXIT SIGNAGE. ALL THRESHOLDS SHALL HAVE NO MORE THAN Y2 ELEVATION CHANGES MAXIMUM AND CONFORM WITH ADA. ALL EXIT SIGNS SHALL HAVE LETTERS SIX (6) INCHES HIGH MINIMUM AND SHALL CONFORM WITH APPLICABLE CODES. EXITS SHALL BE ILLUMINATED AT ANY TIME THE THE BUILDING 15 OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT - CANDLE AT FLOOR LEVEL IBC SECTION 101153. PROVIDE EXIT SIGN PER IBC SECTION OIL. FIRE PROTECTION ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE BUILDING TYPE REQUIREMENTS. FIRE SPRINKLER DESIGN FOR THE TENANT SPACE SHALL BE APPROVED BY THE FIRE DEPARTMENT AND MODIFY THE EXISTING SPRINKLER SYSTEM TO CONFORM WITH THE APPROVED PLAN. FIRE DAMPERS SHALL SE PROVIDED AT ALL SUPPLY 4 RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, PARTITIONS, FLOORS OR SURFACES AS REQUIRED BY THE FIRE DEPARTMENT. ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS ARE TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR LOCATION, NUMBER AND PLACEMENT OF SIGNS AND EXTINGUISHERS ARE TO BE DETERMINED BY THE FIRE DEPARTMENT. REVIEW LOCATIONS WITH ARCHITECT FOR APPROVAL. GENERAL CONDITIONS CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES SERVING AND WITHIN TENANT SPACE PRIOR TO COMMENCEMENT OF WORK PROTECT OR MOVE UTILITIES AS REQUIRED. REPORT AN INCONSISTENCIES SHOWN ON THE DRAWINGS TO ARCHITECT, CONTRACTOR SHALL VERIFY SIZE 4 LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR AND APPROVE SHOP DRAWINGS. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AND BASE5 A5 WELL 4S POWER, WATER, DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS PRIOR TO COMMENCEMENT OF WORK. INSTALL MATERIALS /PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHTING FIXTURES, GRAB BARS, AND INTERIOR MILLWORK ALL FINISH HARDWARE SHALL COMPLY WITH ADA REQUIREMENTS. ALL FINISH FLOOR SHALL SLOPE TO DRAIN AT LEAST 24' SQUARE WHERE FLOOR DRAINS OR FLOOR SINKS ARE REQUIRED. CONTRACTOR SHALL HAVE LICENSED STRUCTURAL ENGINEER DESIGN ADEQUATE STRUCTURE REINFORCING FOR ALL NEW MECHANICAL EQUIPMENT. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. ALL SIGNAGE SHALL COMPLY WITH ADA REQUIREMENTS. ALL ROOF PENETRATIONS SHALL BE REVIEWED AND APPROVED SY BUILDING OWNER ROOFING CONTRACTOR SHALL BE APPROVED BY BUILDING OWNER ALL ROOF PATCHING MATERIAL MUST BE COMPATIBLE WITH EXISTING ROOFING. CONTRACTOR SHALL VERIFY TERMS OF EXISTING ROOF WARRANTY, ANY AND ALL NEW WORK SMALL BE PERFORMED IN STRICT CONFORMANCE WITH EXISTING WARRANTY IN ORDER THAT IT REMAINS IN FULL FORCE. CONTRACTOR SHALL HAVE ALL INSPECTION AND CERTIFICATIONS DONE AND SHALL PROVIDE EVIDENCE THAT THE ROOF WARRANTY 15 STILL IN EFFECT. PROVIDE FURRING AT EXISTING PARTITIONS A5 REQUIRED TO INSTALL ELECTRICAL AND PLUMBING ITEMS INDICATED IN THE DRAWINGS. ALL FINISH MATERIAL SHALL COMPLY WITH THE FLAME SPREAD CLASS AS IDENTIFIED N LOCAL BUILDING CODES. ALL EXISTING SURFACES SMALL BE REFINISHED TO A LIKE NEW APPEARANCE PRIOR TO APPLICATION OF FINISH MATERIAL. PROVIDE HORIZONTAL FIREBLOCKfNG IN ALL WOOD FRAME WALLS AT 10' -0' O.C.. FIREBLOCKING IN ACCORDANCE WITH IBC SEC. 111. GENERAL CONTRACTOR SHALL VERIFY, COORDINATE AND /OR INSTALL ANT SMOKE DETECTION AND /OR FIRE ALARM CONNECTIONS AS REQUIRED PER LANDLORD AND CITY, MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS. GROUND FLOOR FINISH FLOOR REFERENCE DATUM EQUALS (0,0). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. PROVIDE NEW FINISH FOR ALL EXISTING 4 NEW SURFACES. IF FINISH 15 NOT REPRESENTED IN DOCUMENTS NOTIFY THE ARCHITECT FOR CLARIFICATION OF FINISH. PREPARE EXISTING SUBSTRATE TO MATCH NEW SUBSTRATE PRIOR TO APPLICATION OF FINISH. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. ALL EXTERIOR JOINTS AROUND DOOR FRAMES AND WINDOWS AND AT ALL PENETRATIONS THRU BUILDING ENVELOPE SHALL BE SEALED USING SEALANT AND CAULKING. REVIEWED FOR CODE COMPLIANCE O: Of IukW11`` BUILDIVI - DO?yo0 5 FEB. 14 2008 REFiivi[ CENTER Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LY N N W O O D, WA 98036 OFFICE) 425 - 778 -3800 FAX) 425 -778 -3822 J A Y S. J S A () G M A I L. C O M DRAWN BY JMC APPROVED BY = JYS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE. IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE 1S PROHIBITED. ALL RIGHTS RESERVED. ©2008 1 -31 -OS ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 REGISTERED • - CHITECT STAT OF WASHING SHEET NAME GENERAL NOTES SHEET NUMBER AREA DESCRIPTION / MANUFACTURER/ MODEL NO. FLOOR RESTRM 6X6 QUARRY TILE -DAL TILE, TEMPEST GRAY OQ44. SMOOTH, NON -SLIP SURFACE, HEALTH DEPT. APPORVED FOOD PREP AREA 6X6 QUARRY TILE -DAL TILE, TEMPEST GRAY 0Q44. SMOOTH, NON -SLIP SURFACE, HEALTH DEPT. APPORVED SERVICE AREA 0X6 QUARRY TILE -DAL TILE, TEMPEST GRAY 0Q44. SMOOTH, NON -SLIP SURFACE, HEALTH DEPT. APPORVED DINING AREA COLOR CONCRETE BASE RESTRM QUARRY TILE 6' HT. COVE W /3/0° RADIUS -DAL TILE,TEMPEST GRAY, THINSET INSTALLATION FOOD PREP AREA QUARRY TILE 6' HT. COVE W /3/0° RADIUS -DAL TILE,TEMPEST GRAY, THINSET INSTALLATION SERVICE AREA QUARRY TILE 6' HT. COVE W/3/5' RADIUS -DAL TILE,TEMPE5T GRAY, THINSET INSTALLATION DINING AREA NATURAL FINISH, BALTIC BIRCH PLYWOOD TO MATCH THE FLOOR WALL RESTRM GYP. BOARD WITH PAINT - DUNN - EDWARDS, DEW 341, SWISS COFFEE -EGG SHELL, SEMI -GLOSS FINISH, WASHABLE FOOD PREP AREA GYP. BOARD WITH PAINT- DUNN - EDWARDS, DEW 341, SWISS COFFEE -EGG SHELL, SEMI -GLOSS FINISH, WASHABLE SERVICE AREA GYP. BOARD WITH PAINT- DUNN - EDWARDS, DEW 341, SWISS COFFEE -EGG SHELL, 5E11 - LOSS FINISH, WASHHABLE DINING AREA GYP. BOARD WITH PAINT - DUNN - EDWARDS, DEW 341, SWISS COFFEE -EGG SHELL, FLAT FINISH CEILING RESTRM SUSPENDED CEILING 2X4 - CAPAUL VINYL ROCK W/ WHITE GRID FOOD PREP AREA SUSPENDED CEILING 2X4- CAPAUL VINYL ROCK W/ WHITE GRID (SMOOTH WASHABLE VINYL SURFACE) SERVICE AREA SUSPENDED CEILING 2X4 - CAPAUL VINYL ROCK W/ WHITE GRID DINING AREA SUSPENDED CEILING 2X4-CAFAUL VINYL ROCK W/ WHITE GRID NOTE: 1, 2, S, SHEET A6.1 REFER TO DETAILS WALL LEGEND O %' TYPE 'X' G.W.B. 20 GA. 3 %' METAL STUDS e 16" O.C. . RUN UP TO UNDERSIDE OF CEILING TILE RUN UP TO UNDERSIDE OF ROOF DECK % /s ° TYPE 'X' G.W. 20 GA. 3 5 /5' METAL STUDS e 16' O.G. 5 ,41' TYPE 'X' G.W.B. 20 GA. 3 % /8' METAL STUDS tt 16° O.C. WALL NOTES RUN UP TO MIN. 6' ABOVE CEILING TILE OR CANOPY * RUN UP TO UNDER SIDE OF ROOF DECK 1. REFER TO SHEET ,46.0 FOR WALL DETAILS. INTERIOR FINISH SCHEDULE 3. PROVIDE S A' WATER RESISTANT G.W.B. (GREEN 5OARD) AT PLUMBING WALLS - TYP. 5 /s TYPE 'X' G.UJ.B. 20 G4. 3 %' METAL STUDS e 16' O.C. SOUND BATT INSULATION RUN UP TO MIN. 6' ABOVE CEILING TILE OR CANOP'r (EXTERIOR INTERIOR DECORATIVE MATERIALS AIRE TO BE NON - COMBUSTIBLE OR FRAME RESISTANT) f RUN UP TO UNDERSIDE OF ROOF DECK %I TYPE 'X' G.W.B. 20 GA. 6' METAL STUDS e 16' O.C. SOUND BATT INSULATION RUN UP TO MIN. 6' ABOVE CEILING TILE $ RUN UP TO UNDERSIDE OF ROOF DECK 2. ALL GWB WALLS AND CEILINGS ARE TO RECEIVE SMOOTH WALL FINISH WITH ENAMEL PAINT, UNLESS NOTED OTHERWISE. PROVIDE I COAT OF PRIMER AND 2 COATS OF PREMIUM PAINT. FLOOR PLAN NOTES 1. GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND. ALL WORK SHALL BE IN COMPLIANCE WITH IBC 2006, NFPA, OSHA, AND ALL OTHER APPLICABLE GOVERNMENT AND REGULATORY AGENCIES. 2. VERIFY LOCATION AND PLACEMENT OF ELECTRICAL, PHONE, AND DATA LINES WITH OWNER BEFORE INSTALLATION OF ELECTRICAL BOXES AND DRYWALL. 3. FIRE EXTINGUISHERS AND MOUNTING BRACKETS TO BE UL LISTED. GC TO PROVIDE AND INSTALL. 4. MAINTAIN A MINIMUM OF 36' CLEAR, UNOBSTRUCTED EMERGENCY EXIT AISLE TOWARD DESIGNA EXIT. 3. CONTRACTOR SHALL EMPLOY PRECAUTIONS NECESSARY TO ENSURE STRUCTURAL INTEGRITY OF ADJACENT ASSEMBLIES, 0. MILLWORK TO BE BIDDER DESIGNED TO MEET REQUIREMENTS OF OWNER, ARCHITECT AND APPLICABLE CODES. 1. PATCH EXISTING FLOORING AS REQUIRED TO MATCH EXISTING. DOOR HARDWARE: DOOR OPENING HARDWARE AND OTHER OPERATING DEVICES SHALL HAVE A LEVER SHAPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE 9 1 In N VERIFY EXISTING TOILET FIXTURES AND HARDWARE MOUNTING LOCATIONS. REFER TO DETAILS 2 4 3/ A5.O COORDINATE OPENING W/ EQUIP. SPEC AS REQUIRED TO SET IN THE OPENING W/ MIN. GAP. PROVIDE SOAP AND PAPER TOWEL DISPENSERS J HAND SINK PL. LAM. COUNTERTOP 36° A.F.F. WITH BASE CABINETS BELOW (E) DEMISING WALL EXISTING ALUM. STOREFRONT W/ 3' -0' x T-O' DOOR FLOOR PLAN SCALE: 114° = 1' -0° EXISTING ELEC. PANEL 1 GRI _4... 3' -6' S' -1' (E) TOI LET 2'- 10 0 PROVIDE OCCUPANCY LOAD SIGNAGE IN COMPLIANCE WITH CITY OF TUKWILA. LOCATE PER CITY REQUIREMENTS. ±5' -0' OPENING ERIFY W/ EQ. SPE DINING AREA 18' -4' 0 0 Mit 0 0 0 0981 0 0 10' -3' a SERV I CE AREA S' -0' FOOD PREP AREA 4'-10 pito! 11 1■1 NORTH Q DOS•a5 LEGEND I ABBREVIATION (N) EQUIPMENTS, TYP. SEE SHEET 4,4. (E) (R) MOP SINK UJ/ H0T WATER HEATER ABOVE. SEE DETAIL 11/46.0 PROVIDE SOAP AND PAPER TOWEL DISPENSERS ‘& HAND SINK MOVEABLE TABLES AND CHAIRS BY OWNER - TYP. (E) DEMISING WALL EXISTING RELOCATED REVIEWED FOR CODE COMPLIANCE R , • ,• t ![�C ., .,• 9� rte• -� .. EXISTING WALL TO REMAIN REMOVE EXISTING WALL NEW WALL (FULL HEIGHT) NEW HALF WALL. SEE FLOOR PLAN FOR HEIGHT CITY OF Tuk ►NILA MAR 0 7 2008 PERMIT CENTER Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425 -778 -3800 FAX) 425 - 778 -3822 J A Y S . J S A (ci G M A I L. C O M DRAWN BY JMC APPROVED BY = JYS THIS DRAWING 1S COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE. IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. ©2008 A 3 -01 -08 1 -31 -OS REVISED PER CITY COMMENTS ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 31 e SHEET NAME FLOOR PLAN SHEET NUMBER LIGHTING SCHEDULE KEY MANUFACTURER MODEL NUM5ER LAMP REMARK A HALO 1471CAT (1) 26W , CFL RECESSED HOUSING B LITHONIA 2GT8 2 32 (2) 32W , T -8 2x4 DROP IN G HALO H1499T (1) 35W , MR -16 RECESSED HOUSING D TIELLA 800 MP FNT - S (1) 35W PENDANT LIGHT C TIELLA 300CC HLAN (1) -,OW 01 TELL CC NC: F TIELLA 30E 1:L 113:. (1) 3.W T�. ;CK LIG1 -LT G H J (E) EXISTING LIGHT FIXTURE NOTE: (E) EXISTING FIXTURE REFLECTED CEILING NOTES LIGHTING SYSTEM IS SHOWN SCHEMATICALLY AND 15 TO BE BIDDER DESIGNED TO MEET REQUIREMENTS OF OWNER, MECHANICAL SYSTEM, AND APPLICABLE CODES AND REQUIREMENTS, 2_ MECHANICAL SYSTEM 51 -IALL BE BIDDER DESIGN TO MEET REQUIREMENTS OF OWNER, APPLICABLE CODES AND REQUIREMENTS. 3. VERIFY NUMBER AND LOCATION OF SUPPLY REGISTERS WITH OWNER BEFORE PROCEEDING WITH WORK 4, VERIFY NUMBER AND LOCATION OF RETURN REGISTERS WITH OWNER BEFORE PROCEEDING WITH WORK 5. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS PER DETAIL. LIGHTING NOTES I. LIGHT SWITCHES SHALL BE INSTALLED 48' A.F.F.. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. 3. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO VISUAL ALARMS, TO MEET ALL APPLICABLE CODES. 4. PROVIDE FIRE DAMPER AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURE, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT, IF APPLICABLE. 5. ALL REQUIRED EXIT SIGN SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. 6. CONTRACTOR 5HALL PROVIDE SEISMIC BRACING AT ALL RELOCATED LIGHT FIXTURES. SEISMIC POST SCI- IEDULE 1_ UP TO T -O" VERTICAL HEIGHT USE 1- 3 5/5" 25 GA METAL STUD AT 12' -0" OC MAX EACH WAY 2. T -O" TO 10' -0" VERTICAL HEIGHT USE 2- 1 5/8" 25 GA METAL STUDS AT 12' -0" 00 FASTENED BACK TO BACK WITH SCREWS IF 12" O.C. AT EACH SIDE OF MAIN RUNNER TYP 3. 10' -0" TO 15' -0" VERTICAL HEIGHT USE 2- 2 1/2" 25 GA METAL STUDS, FASTEN SAME A5 NOTE *2 4. ALTERNATE: EMT CONDUIT - 1/2" EMT CONDUIT - UP TO 6' -0" - 3/4" EMT CONDUIT - UP TO S' -6" - 1" EMT CONDUIT - UP TO 10' -0" 45° NOTES: 1. INSTALL SYSTEM IN ACCORDANCE W/ IBC SEC. 8039, ASCE -7, ASTM C 635 4 636. 2_ SUPPLY COMPRESSION STRUTS ADJACENT TO LATERAL BRACING POINTS 3. SUPPLY ADDITIONAL 12 GA. WIRES FOR LIGHT FIXTURES INDEPENDENT OF GRID SUSPENSION SYSTEM. 4. ONLY HEAVY DUTY GRID SYSTEM 15 ALLOWED 5. SUPPLY STABILIZER BARS TO PREVENT THE SPREAD OF MAIN BEAMS AND/ OR CR055 TEES AT THE PERIMETER WALLS. 6. SPRINKLER HEAD PENETRATION SHALL HAVE A 2" OVERSIZE INC, R SLEEVE OR ADAPTER NO SCALE 45° CR0 RUNN ER ) 11t 0 MAIN RUNNER 45° ELECTRICAL NOTES SEISMIC SUPPORT FOR SUSPENDED CEILING EXTENSION OF EXISTING ELECTRICAL SYSTEM SHALL BE BIDDER DESIGN TO MEET NE REQUIREMENTS SHOWN, AND REQUIRED FOR LAWFUL AND PROPER INSTALLATION OF THE HIGHEST QUALITY. WORK SHALL CONFORM TO THE LATEST EDITION OF NATIONAL ELECTRIC CODE, STATE OF WASHINGTON ELECTRICAL CODE AND ALL OTHER CODES APPLICABLE TO THE WORK DEVICES AND EQUIPMENT SHALL BE UNDERWRITER'S LABORATORIES, INC., LISTED AND LABELED, WHERE APPLICABLE. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN CONTRACT INCLUDING APPROXIMATE LOCATION OF ALL NEW LIGHTING FIXTURES, OUTLETS, AND EQUIPMENT. 3. GUARANTEE EACH SYSTEM IN ITS ENTIRETY AND ALL PARTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 4. NEW SWITCH AND RECEPTACLES SHALL BE WHITE. 5. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15' ABOVE FLOOR UNLESS OTHERWISE NOTED OR REQUIRED. 6. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT CONTRACTOR UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION. - I. CONTRACTOR MAY USE EXISTING LIGHT FIXTURES IF IN PROPER WORKING CONDITION AND CODE COMPLIANT. 8. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED MD CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. 9. ELECTRICAL CONTRACTOR SHALL PROVICE SEPERATE SWITCHING SYSTEM IN DAYLIGHT AREAS AS REQUIRED PER 2006 WASHINGTON STATE ENERGY CODE. ALL FIXTURES LISTED ABOVE ARE FOR DESIGN PURPOSE ONLY. ACTUAL FIXTURE SHALL BE SELECTED BY THE ELECTRICAL CONTRACTOR WITH OWNER'S APPROVAL. SPLICE PROVIDE 2- #10 SCREWS AFTER TILE PANEL 15 INSTALLED 45° LATERAL SUPPORT 15RACE AT 12' -0" 00 EACH WAY 45° 12 GA. VERT. HANGER WIRE 4' -0" O.C. BOTH WAYS 45° LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2" OF CROSS TEE INTERSECTION 4 SPLAYED 90° FROM EA. OTHER s 12' -O" O_C_ IN BOTH DIRECTIONS W/ FIRST PONT WITHIN 4' -0" FROM EA. WALL. MAIN RUNNER CR055 TEE SHEET SYMBOLS (E) (R) 2x4 FLUORESCENT NIGHT LIGHT FIXTURE 2X4 FLUORESCENT LIGHT FIXTURE 2X2 FLUORESCENT L IGHT FIXTURE 1X4 FLUORESCENT • LIGHT FIXTURE STRIP FLUORESCENT LIGHT FIXTURE STRIP FLUORESCENT LIGHT FIXTURE (HIDDEN IN COVE) O DOWNLIGHT FIXTURE O ACCENT FIXTURE EXISTING FIXTURE RELOCATED EXISTING F IXTURE LIGHTING CALCULATION A - 261.1) x 14 FIXTURE5 = 364 W B - 64W x 3 FIXTURES = 192 W C - 35W x 16 FIXTURES = 560 W D - 35W x 3 FIXTURES = 105 W TOTAL 1,221 WATTS USED $OKAY 11 11111111 I I I I I I I I I I I 1 111111111 8' MAX. PROVIDE 3/4" SPACE OPP- WALL 4 [1 0 PER 200( UJASI- IINTON STATE ENERGY CODE: TABLE 15 -1, UNIT LIGHTING POWER ALLOWANCE (LPA) CAFETERIA / FAST FOOD - 150 WATT PER S.F. KITCHEN - 150 WATT PER SF. CORRIDOR TOILET - 06 WATT PER SF. DINING AND KITCHEN: 881 SF. x 150 WATT PER SF. = 1,322 WATTAGE ALLOWED CORRIDOR/TOILET: 109 SF. x 030 WATT PER 5.F. = 81 WATTAGE ALLOWED A - 26W X 3 FIXTURES = 78 W TOTAL `IS WATTS USED *OKAY 12 GA. VERT. WIRE (TYP.) 3 TURNS MIN. (TYP) MAIN RUNNER OR CR055 TEE 111111l111111IIIIIIIIIIIIIIIlE 8' MAX ACOUSTICAL CEILING TILE 2" WALL MOLD ATTACH MEMBERS g PERIMETER 4 TWO ADJ. WALLS ONLY. WALL LIGHT FIXTURE DOWNL IGHT WALL WASHER FIXTURE LIGHT TRACK PENDANT LIGHT FIXTURE CEILING FIXTURE EXIT LIGHT FIXTURE CEILING DIFFUSER RETURN AIR GRILLE HEAT DETECTOR SPRINKLER HEAD EMERGENCY BATTERY PACK LIGHT FIXTURE TOIL SERVICE AREA PROVIDE SOUND ATTENUATE BATT INSULATION BETWEEN JOISTS. PROVIDE GYP- BD- CEIL'G IF NOT PROVIDED s' m' A.F.F. EMERGENCY BATTERY PACK LIGHT FIXTURE NIGHT LIGHT FIXTURE B/ 2x4 ACOUSTIC CEILING TILE 10' -0 AFF. 2x4 CEILING GRID. SEE DET. 2/ THIS SHEET. SCALE= 1/4" = 1 = 50 C 1 F lIl L. .11 ( ° Oft.L5 I I - REFLECTED CEILING PLAN r'I Oi i ,i IUGI' ! X11 1 J'i g.i - u L-_.. rr 1 • fi s ©0 d NORTH EMERGENCY BATTERY PACK LIGHT FIXTURE NIGHT LIGHT FIXTURE B/ 2x4 ACOUSTIC CEILING TILE 10' -0' A.F.F. CODE COMPLIANCE t ' � . . - err -,,,,,t a ` - , 41,0 LEGEND I ABBREVIATION (E) (R) EXISTING WALL TO REMAIN REMOVE EXISTING WALL NEW WALL (FULL. 1HEIGHT) NEW HALF WALL SEE FLOOR PLAN FOR HEIGHT EXISTING RELOCATED PEP. AREA FEB 14 2000 �Ea�1i7 CENTER Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425 - 778 -3800 FAX) 425 - 778 -3822 J A Y S. J S A DRAWN BY : JMC APPROVED BY = J'r'S THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE. IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. ©2008 1 -31 -OS ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 7887 JA STATE 0 REGISTERED A CHITECT SHIN ON \AIM SHEET NAME REFLECTED CEILING PLAN SHEET NUMBER EQUIPMENT SCHEDULE KEYNOTE [ DESCRIPTION i MANUFACTURER MODEL _ UTILITY REMARK. I GASH REGISTER BY OWNER - - -_- 2 HAND SINK ADVANCE TABGO 1 -PS -S4 TOWEL D15P. AND DECK MOUNTED SOAP, 5/5. 3 FLOOR SINK BY PLUMBER 4 ICE MACHINE SCOTSMAN SCE 1 704 -I4 120V/60/1P1-1, 11.0 AMPS UPTO S1 1= /24HRS., 5/5 EVAP., REMOVABLE FILTER 5 ILLUMINATED EXIT BY ELECTRICIAN MOUNTED OR SUSPENED AT DR. HGT. W/ BACKUP BATT. 6 WIRE WALL SHELF BY CONTRACTOR 2 TIERS 1 3 COMPARTMENT SINK W/ FAUCET LAMBERTSON 3N5F- 1524 -2D CW/HW/DW TYPE 304 5/5 UJ/ NT. FOR'SD SACK SPLASI-1, SANITARY ROLL ON 3 51DE5 S LOCKERS 1 O5L 5 4 6 HIGH 50X. 5 WI 0 12' = 66' I-4, 6 WI e 12' _ I8' H, 6' LEGS 9 DRY SHELVING 1 METRO ADJUSTABLE WIRE SHELVING, 4 TIERS, CHROME- PLATED FINISH 10 MOP SINK ADVANCE TABCO 9 -OP -40 CW /HW /DUJ UJ/ K -240, K -242, AND K -245 4 246. FL. MOUNTED 5/5 UNIT. 11 G45 WATER HEATER MOR -FLO /AMERICAN FIC 52 -9KW 50K BTU, 3/4' NPT CFG32- 50T50 -4NOY, 50 GAL 12 BLENDER BLENDTEC ICB3 120 V, 60, 1PH, 13 AMPS 13 FLOOR DRAIN BY PLUMBER 14 CUBE ICE SHAVER HATSUYUKI NC -SE 115V, 60, IPH, 3.8 AMPS 15 SNEEZE GUARD BY CONTRACTOR 16 FIRE EXTINGUISHER ! BY CONTRACTOR 2A, 105C 17 SOFT YOUGURT TAYLOR C113 230V,0,1PH23 OR EQUAL MODEL 18 1 19 COMMERCIAL REFRIGERATOR 1 TURBO AIR TeR -49SD 1.8 AMPS 2 SOLID DOOR REACH N 20 SANDWICH SALAD UNIT 1 TURBO AIR TST -245D IlSV,60, 5.5 AMPS MEGA TOP 21 ELECTRICAL BOX 1 BY LANDLORD 200 AMPS 22 COFFEE GRINDER 1 ROSITO BISANI RR454 110V, 60, IPH, AMPs 23 DROP -IN RINSE SINK KROW 28 -1419 DEEP BOWL 24 HOT WATER DISPENSERS ! BUNN OHW 120V,60, IPH, 5.61 AMP PRECISE TEMPERATURE POUR -OVER 25 FREEZER ! TURBO AIR TSF -235D 13 AMPS SINGLE DOOR 26 PREP SINK 1 BY CONTRACTOR 24'W x 40'L x 44 -y °1-1 OVERALL, 18'DRAINBOARD 21 EXPRESSO MACHINE ROSITO BISANI PORTOFINO DEL -1 220V,60, IPH, 10 AMP5 SINGLE GROUP ALL EQUIPMENT ARE COMMERCIAL MODEL, 1\15F LISTED NOTES 1. EMPLOYEE LOCKER SHOULD SE ON MIN, 6' LEGS, 2. ALL TI-IE COUNTERS AND BASE CABNET5 ARE TO BE FURNISHED AND INSTALLED BY CONTRACTOR PROVIDE SHOP DRAWINGS. 3, HOT WATER SHALL NOT EXCEED 120° AT ALL HAND SINKS. 4. HOT WATER HEATER MUST BE ABLE TO ACCOMMODATE ALL 140T WATER NEEDS. PROVIDE SEISMIC STRAPS WITHIN UPPER OF HOT WATER TANK PROVIDE EXPANSION TANK 5. 3- COMPARTMENT SINK, OR COMMERCIAL DISHWASHER 15 REQUIRED TO BE LARGE ENOUGH TO ACCOMMODATE THE LARGEST ITEM TO BE WASHED. THE 3- COMPARTMENT SINK SHALL HAVE DRAIN BOARDS ON EACH SIDE. 6. ALL SURFACES (WALL, FLOOR, COUNTER, ETC.) MUST BE SMOOTH, EASILY CLEANABLE, AND NON- ABSORBANT, 7. ALL FLOOR 4 WALL JUNCTIONS MUST HAVE COVE BASE. S. HAND WASH SINKS MUST BE 10'x10 °x5' DEEP. 9, HAND SOAP AND PAPER TOWER DISPENSERS SHALL BE PROVIDED AT EACH HAND SINK (BY OWNER). 10. ALL WOOD SURFACES MUST BE SEALED. 11. LIGHTING I5 REQUIRED TO BE AT LEAST TWENTY (20) FOOT CANDLES ON ALL FOOD PREPARATION SURFACES AND AT EQUIPEMENT/UTENSIL- WASHING WORK LEVELS. PROVIDE (10) FOOT CANDLES OF LIGHT IN WALK -IN COOLER UNIT AND DRY STORAGE AREA AND ALL OTHER AREAS. 12. ALL LIGI -IT FIXTURES IN KITCHEN MUST BE SHIELDED. a PROVIDE A SPLASHGUARD AT LEAST 12 INCHES HIGH BETWEEN THE SAND SINKS AND THE PREP COUNTER OR WORK TOP REFRIGERATORS WITH A MINIMUM TWO INCH CLEARANCE ON EACH SIDE OF THE SPLASHGUARD. THE SPLASHGUARD MUST EXTEND OUT TO BE IN LINE WITH THE FRONT EDGE OF THE HAND SINK. 14. PROVIDE GALVANIZED STEEL INTERIOR /EXTERIOR REFRIGERATION UNIT(S). BY NATIONAL COOLER CORP, BATTEN -TYPE CONSTRUCTION I5 NOT APPROVED. 15. 3 MAXIMUM NUMBER OF EMPLOYEES WILL BE WORKING ON THE BUSIEST WORK SHIFT. MENU - FROZEN YOGUART - SHAVED ICE - NOT TEA NOTE: KING COUNTY PUBLIC HEALTH INSPECTION REaUIRED UPON COMPLETION OF WORK PRIOR TO OPENIN. NO C114NGES WILL BE MADE WITHOUT I- 1E4LTk DEPARTMENT APPROVAL. SCALE 1/4" = 1' -0" T l EQUIPMENT PLAN I EXIT 1 SEE DETAIL, 9 d ID / SHEET A6.1 1I I NORTH (E) (R) LEGEND / ABBREVIATION EXISTING RELOCATED + REVIE Vt. COQ F COMPLIANCE E APPRn r: N': City Of Truk ; BUILDING DW ISJ(r DB o85 EXISTING WALL TO REMAIN REMOVE EXISTING WALL NEW WALL_ (FULL I- IEIGHIT) NEW HALF WALL. SEE FLOOR PLAN FOR HEIGHT Itb 1 42008 PEFi r1I F CENTER JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425 - 778 -3800 FAX) 425 - 778 -3822 JAY S, J S A (c G M A T L. C O M DRAWN BY = JMC APPROVED BY = J THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE. IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SE0 ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. 02008 1 -31 -OS ISSUED FOR PERMIT cefiore Italian Frozen Yogurt ENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 7887 STAT EGISTERED ARCHITECT �rrr OF WA INGTON ti? SHEET NAME EQUIPMENT PLAN DOOR SCHEDULE <f1' DOOR S I LE Tin DOOR CONSTRUCTION J 411 1=IDUJ R:M4RK GORE MAT'L FINISI -1 MAT'L FINISH CD EX ISTING DOOR EXISTIN ..__IOl 3' -0' x 6' -S° x I B SC WD PAINT UJD FAINT 2 3, 5, 102 3' -0' x 6' -S° x 1 B 5C WD PAINT WD PAINT IA 3, 5, NOTES: 1. PROVIDE DECAL SIGN WITH 1' LETTERS TO READ 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED" LOCATED ON INSIDE OF TRANSOM UJINDOW OR PER BUILDING INSPECTOR 2. SUPPLY AND INSTALL 6° TALL SUITE NUMBERS ON OUTSIDE OF TRANSOM WINDOWS FOR EACH SUITE. 3. PROVIDE LEVER HANDLES THAT ARE HANDICAP APPROVED. 4. STOREFRONT DOORS AT EACH SUITE SHALL HAVE PUSH /PULL HARDWARE. 5_ DOOR COLOR TO MATCH MILLWORK 6. DOOR TO BE FABRICATED TO MATCH TELLER COUNTER 1. PROVIDE DOOR CLOSER. S. REFER TO HEADER 4 JAMB DETAIL 3 4 4 1 SHEET 46,1 HARDWARE GROUP GROUP = 1 GROUP = 2 GROUP = 3 GROUP = 4 COMPONENTS QUANTITY COMPONENTS QUANTITY COMPONENTS QUANTITY COMPONENTS QUANTITY BUTTS 3 LATCHSET 1 SILENCERS 3 STOP I BUTTS 3 LOCKSET 1 SILENCERS 3 STOP I CLOSER I BUTTS 3 LOCKSET STOP CLOSER DOOR VIEWER LOCKSET PROTECTOR WEATHERSTRIPPING TI- 1RE&HOLD5 DOOR BOTTOM LOCKSET I CLOSER I WEATHERSTRIPPING 1 THRESHOLDS I GROUP = 14 GROUP = 24 COMPONENTS QUANTITY COMPONENTS QUANTITY BUTTS 3 LATCI -45ET 1 SILENCERS 3 STOP I CLOSER 1 BUTTS 3 LATCI -ISET 1 SILENCERS 3 STOP I CLOSER 1 DOOR VIEWER I ABBREVIATION ACCESSIBILITY NOTES T"I'E -,4 INTERIOR DOOR GP = CARPET CT - CERAMIC TILE MT = MARBLE TILE WD = WOOD SC = SEALED CONCRETE GG = COLORED GONG. W/ CLEAR SEALER 2. ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32° CLEAR OPENING WITH THE DOOR AT 90° TO THE CLOSER POSITION. 3. MAXIMUM HEIGHT OF THRESHOLD TO BE I/2 °. MAXIMUM VERTICAL CHANGE AT EDGE 15 1/4' WITH A MAX BEVEL OF 45 °. 0 MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 85 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, ED MENS / UJOMENS ROOM, TYPICAL MENS / WOMENS ROOM, Epp TYPICAL 0 MENS ROOM, TYPICAL TYPICAL RESTROOM ELEVATIONS MIRROR 2' NOT TO SCALE NOT TO SCALE ° 6" COVED VINYL BASE MTL. EDGE TYPE - INTERIOR DOOR 5V = SHEET VINYL VCT VINYL COMPOSITION TILE LW = LAMINATED WOOD WD = WOOD RS W RUI55ER BASE GS = GYPSUM WALL BOARD SOAP DISPENSER MTD IN LAv INSULATED JACKET MENS / UJOMENS ROOM, TYPICAL c • b- ill PT =PAINT ACT ACOUSTIC CEIL'G TILE STN = STAIN LQ = LAQUER a CA SOAP DISPENSER MTD IN LAv 1 P d 1 3 cp MENS / UIOMENS ROOM, TYPICAL (19 UJOMENS ROOM, TYPICAL TYPICAL RESTROOM FIXTURES MOUNTING HEIGHT 1 3 -O" , TTFE - INTERIOR DOOR P OS- OeS VENT LOUVER PAINT FAINT MIRROR REINFORCED PLASTIC PANEL WALLCOVERIN( INSULATED JACKET REINFORCED PLASTIC PANEL WALLCOvERING S 3'-0" - I� HALF WALL INTERIOR DOOR MENS / LUMENS ROOM, TYPICAL m S) 0_ 0 COAT HOOK/ PURSE HOOK FEB 14 2008 PEA A i CENTER JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425 -778 -3800 FAX) 425 - 778 -3822 JAY S. J S A @ G M A T L. C O M DRAWN BY JMC APPROVED BY " JY5 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE, IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. 02008 1 -31 -OS ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 SHEET NAME SCHEDULE AND DETAILS RESILIENT FLOORING ; `'" . EXISTING CEILING SEALED CONCRETE RUBBER REDUCER STRIP RUBBER REDUCER STRIP GLUE MOUNTED CARPET CARPET CRUSH LINE GLUE MOUNTED CERAMIC TILE WITH SETTING SYSTEM METAL SCREED GLUE MOUNTED CARPET Italian Frozen Yogurt . �- ' a CARPET CARPET CRUSH LINE 55<s' MTL. STUD - 16° 0.0. JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425 - 778 -3800 FAX) 425 -778 -3822 J A Y S . J S A tr G M A I L- C 0 M - CARPET CRUSH LINE B /8" GYP om BRD. \ / \ / . c a d o 4 0 p 4 o.. , D - D a o CONCRETE SLAB CONCRETE SLAB RESILIENT FLOORING TO CARPET CONCRETE SLAB CARPET TO SEALED CONCRETE BUILD UP FLOOR WITH LATEX UNDERLAYMENT AS REQUIRED TO ALIGN CARPET CRUSH LINE WITH g R IEWE r OR -]�aLE r:. t r k rF ______ _ TOP of CERAMIC TILE FLOORING CERAMIC TILE TO CARPET PRE- FAS - WAIL PANEL K, .4., � T9' ,, L i i d 6 � ° SOFFIT DETAIL AT COOLER CO 0 1 NOT TO SCALE ( NOT TO SCALE 11B NOT TO SCALE NOT TO SCALE NOT TO SCALE DRAWN BY = JMC EXISTING SLAB ON GRADE 1' -6' MAXIMUM FROM END TO FIRST SUPPORT 4' -0° OC MAXIMU BETWEEN SUPPORT BRACES . � f 3625131 -33 METAL STUDS, PER ICBO REPORT NQ. 4943P, 16' O.C. (15' - 0' MAX. HEIGHT) APPROVED BY JYS S / THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE. IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. 02008 , I , . 1 , -, / n . — 5/8' GW$. EACH SI DE TI50 -43 TRACK (WIDTH TO MATCH STUDS) W/ HILT' SAW CUT AND REMOVE EXISTING SLAB FOR TRENCH 45 REQUIRED CONCRETE SLAB ON GRADE TO MATCH DEPTH OF EXISTING w/ #3 BARS e 16' O.C., EA. WAY, AT MIDDLE DEPTH OF SLAB. DRILL AND EPDXY 6° INTO EXISTING SLAB _ _ T' ° a - 20 GAUGE METAL STUD x o % u v , AT SUPPORT BRACE w L i , w = 6 - ,� °I- w ° v, 0 3 I/2 X I/4 X 24 `D o' h z c ry STEEL PLA1E _. LL ,T_ m - ` 4 I' (2) U4 - 20 SCREWS WELD 3 1/2' X 1/4' X 4' 1 -6 MAXIMUM FROM END TO 4 OC MAXIMUM FIRST SUPPORT BETWEEN SUPPORT BRACE BRACES ` X -DNI ( -145' DIA X 3/4' EMBED) POWDER ACTUATED FASTENERS PER IC..0. REPORT NO. 2355 SPACED MAx. 24 O.C. AND 6' MAX FROM ENDS COMPACTED \ STUD . - `FLOORING AND BASE, SEE FINISH PLAN 4, 4 I STEEL Q PLATE (2)3/8' X 2 1/2" ANCHOR BOLTS 1/2' EACH WAY FROM �. OPPOSITE CORNERS . 4 1 - (2) S SCREWS] EACH SIDE, TRACK TO STUD �.• T ... y. _, �i. . _. r w� i ce. � . o m r ' . 0 0 r 0 � ` i�lr� G*� • '_i r. • ,� . _• a \ ' I CONCRETE FLOOR STRUCTURE 5T E _ _'; ..... ; I • 1 j' I 1 1 '..1- I I 1 =11 I E 1.=_1 � - . ,; I " -i ! ' -::i ! i ..: 11 1 ! C _ , I 1 _'I , I._; ; � : D • ° ` _; ; , �, 1 !:_ _ : I I — 11= I I 1 = 1 I I 1 =1 I 1 =1 EWE I 1 =1 I I ^I I 1 = 1 _ of -ATE 1� o D : - R FILL A5 LOCATE PIPES /CONDUIT -.- - -. -._ Y - -- - -- -- o ° . D - - ° " . . p - . o . ° • ° - : - , D ACOUSTIC SEALANT AT PERIMETER AND AT ALL PENETRATIONS (2) CONT. STRIPS DBL FACE VINYL TAPE REQUIRED SLAB DOWELING ABOVE VAPOR BARRIER VAPOR BARRIER TO MATCH EXISTING AT TRENCH BOTTOM OF INTERIOR PARTITION (AT CONC FLOOR) (A) SCHEMATIC PLANS OF PARTIAL - HEIGHT PARTITION { B) SUPPORT BRACE DETAIL SUPPORT BRACE FOR PARTIAL - HEIGHT PARTITION (3 5/8" - STUDS SEE PLAN FOR WALL HEIGHT 1 -31 -a5 ISSUED FOR fi= 'ERMIT C e f i o r e Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 �/ NOT TO SCALE NO SCALE NO SCALE 3 E31RACE: e 4' -D° 00 SEISMIC STRAP TOP 4 BOTTOM -' AT PER BRACE TO EXISTING ROOF STRUCTURE OR RUN WALL TO EXISTING ROOF STRUCTURE UNDERSIDE OF ROOF DECK SUSPENDED CEILING TILE, PROVIDE OPENING AT WATER TANK 140 WATER TANK X 4 S - \ 51MP5ON A38 ON TOP AND BOTTOM LI)/ 10d NAILS OR (3) x 1 Y.4' SCREWS, TYP. OR AS REQUIRED FOR D1ERENT TYPE OF ROOF STRUCTURE CODE EXISTING PER PLAN WALL - 3 MTL. FRAMING WIRE HANGER 3625162 -43 METAL, STUD BRACE. CUT FLANGE AND BEND WEB TO FORM A 2' MIN OVERLAP- CONNECT TO TOP TRACK W/ (3)S METAL SCREWS. ALTERNATE BRACE 5 9 4s' o.G. M / til 24 "x24' DRAIN PAN 7887 REGISTERED RCHITECT �� � STAT OF WASHINGTON x/31 ti, 0 2'-0' O.C. 5/8' GYPSUM ERD. N .� E �� a--,„= - 3/4° PLYWOOD SUBFLO0 OVER 2x6 FRAMING e 12' O.G. MAX ° 5/8° 5/S MOISTURE RESISTANT 8D. w/ FRP PANELS ON ALL SIDES WATER FAUCET PER _ = • 362TI50 TRACK W/ (2) V SCREWS PER STUD, 1 EACH SIDE Mw ' :r��IVF V ■ SUSPENDED CEILING TILES 9 V til O > L CV } ` ft� !'� Sr • _- 1 . I I 1 1 II (E) CE I L INCA Y x ' \Il SEE CEIL'G PLAN 1-1-1- ACOUSTIC SCHEDULE ,'-_;, 7r 2x4 WALL SHEET NAME DETAILS ' \ CEILING TILE 5/5' GYPSUM BD. EACH SIDE (WIDTH T0 MATCH STUDS) W/ FEB 14 ZD D8 T150 -43 TRACK HILTI X DNI (.145 DIA X 3/4 ' EMBED) POWDER ACTUATED FASTENERS PER I.C.S0 REPORT N0.2355 SPACED MAX- 24' 0.0. AND 6' MAX- FROM ENDS EXISTING FINISHED FLOOR MOP R _ . niVii i CE NTER BA51 SCNEDULE P.T. SOLE PLATE FINISH FLOOR l 41 SHEET ;'mi NUMBER Ilk SOF _ IT' .- k- Z ST:- -i . - - -.. \I SEEE CEIL PLAN :I I� \ 1 ±2 _O' /WATER TANK SOFFIT DETAIL 10 PARTITION WALL SEISMIC BRACING 11 x BASIN WIDTH SECTION AT MOP 9 NOT TO SCALE NOT TO SCALE NOT TO SCALE FINISH VARIES REFER , - ., g , ;.. �' - TO ROOM SCHEDULE 5" METAL STUD WALL V TYPE X GYP. BD. i t II - - - -INT. FIN. OVER 5/5' GYP. BD. ::: FINISH VARIES REFER TO FINISH SCHEDULE ETAL STUD WALL CAULKING PER SCH. Italian Frozen Yogu FINISH VARIES - SEE SCHEDULE 2X BLOCKING _ . STAINLESS STEEL WALL END GUARD OVER F_R P- W/ SOUND INSUL. -TAPE ON 3/4' BULLNOSE CORNER ::....... J S A r c h i t e c t u r e Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 5 0th AVE. W., #203 LYNNWO0D, WA 98 036 OFFICE) 425 -778 -3800 FAX) 425- 778 -3822 JAY S. J S A (cu G M A I L. C O M {� ktl of EY d - - -- - I ( 2 " FINISH VARIES I I �� DETAIL °A' BEAD (BEADEX) �{ �i REFER TO PLAN 2X BLOCKING- STAINLESS STEEL ! � > QLOWMET4L HL FRAME -16GA. SECTION AT WALL WALL END CAP OVER F.RP. QUARRY TILE BASE i wi..... �.�►. ,�orm .± TILE OVER 5 /5' GYP. BD. - SEE FIN. SCHED. _� ° E DOOR SEE SCH. MTL. STUD W/ SOUND INSUL. AI HOLLOW METAL FRAME -16GA 2X TAPE ON 3/4' BULLNOSE CORNER 2 11 BLOCKING / DOOR OPENIN Al � BEAD (BE,4DEX) ` � W METAL STUD ALL DETAIL '5° 4 TYPICAL HOLLOW METAL JAMS { � � , TYPICAL HOLLOW METAL HEAD TYPICAL DRYWALL CORNER DETAIL TYPICAL WALL SECTION (METAL FRAMING) - 3I NOT TO SCALE NOT TO SCALE 0 NOT TO SCALE NOT TO SCALE DRAWN BY . JMC 5 C DF COMPLIANCE n , r -` ` ;fir : s ' . ', q j ; . ' - .. F .. . ?° a APPROVED BY . JY5 WIDTH AS SPECIFIED , " CLR PROVIDE SOLID BLOCKING PER OWNS � 5 -0 f � , 11 O O a a o cv ` - G THIS DRAWING IS COPYRIGHTED AND IT IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE. IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. ©2008 EQUIPMENT BASE TO BE NOTICED AROUND FLOOR SINK FLOOR SINK B D � �, � ` S � ' , " ' - FOOD MERCHANDISER MERGANDISER :::::::i 10 AIN � N PROVIDE SOLID BLOCKING AT BOTTOM OF ° KV ° TYPICAL DOME STAINER TYPICAL FLOOR SINK W/ DOME STRAINER SILCONE SEALER (CONY) I STANDARDS PER DWNE li SHELVES UP I'' FIBER REINFORCED CEMENT BOARD PLYWOOD SECTION 6' H. EQUIP. BASE 1° AIR TO e , ° 3/4 GRATE WA IN LL LINE -1 MIN GAP o SET FLOOR SINK FLUSH 1 / FLOOR SINK TOR RIM W .C. I TO STL. BENT PL. REMOVEABLE GRATE FOR ACCESS TO CLEAN DOME STRAINER GRONT IN GAP BETWEEN SINK 4 FLOOR IN_ PLR A. TWO 14 GA. S/5 BRACKETS TO BE SUPPLIED ON TO 6' -0' ro IN LENGTH, SHELVES LONGER THAN ' -m" TO HAVE ADDITIONAL. SUPPORTS EQUALLY SPACED. MAXIMUM OF 5' -P' BETWEEN BRACKET EACH BRACKET DRILLED AND SECURED TO WALL W/ A MIN. OF 2 W/ ° TOGGLES OR LEAD EX QN SHIELDS. V FlY WALL ANCHORED CONSTRUCTION AND PROVIDE BACKING IF REQUIRED. B. SHELF 16 GA. S/S CONSTRUCTION W/ ALL JOINTS WELDED, GROUND SMOOTH AND POLISHED. 51- -IELVES TO HAVE STUDS WELDED TO UNDERSIDE. DRILL BRACKET, FASTEN W/ s/s LOCKWASHERS .s S/5 NUTS. C. FULLY WELD, GRIND SMOOTH AND POLISH D. COVED BEND ACCEPTABLE, BUT NOT REQUIRED TYPICAL SHELVING DETAIL NOT TO SCALE \-C) �( 1/4 X 3' 1' X 6 / / , -6" GALV. Q.T. Q.T. COVE BASE SET PLR. SINK FLUSH W / �- '�ou"�� % NW 1 ► / � FIN. FLOOR � J r∎ ��llj / • ����� 11l II I / j /` W/ 3/8" R. G.G. TO GROUT IN GAP BETWEEN SINK 4 FLOOR 3/4 .I GRATE W/ OPEN 1/4 ' FOR DRAIN LINES SET ON • ° P" TRAP UNDER FLOOR ._.__ . TOP OF FLOOR SINK X11/ /fTf �� /lffff/ /o �� ffflf f J •:•� 1I , 4 SECTION �� REFER TO TYPICAL FLOOR PLUMBING PLAN FOR LOCATIONS SINK DETAIL • 4° d o q ° a A o 4 Q ° ANCHOR BOLT Q GONG. SLAB REFER TO PLUMBING PLAN FOR LOCATIONS � 1 TYPICAL FLOOR SINK AT CABINET 1 -31 -PAS ISSUED FOR PERMIT 1/2° 3/5 A. END COVE BASE DETAIL Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 = EQUIPMENT OR CASEWORK SEALANT, CONT. 7 � NOT TO SCALE NOT TO SCALE L QUARRY TILE, TYP. ,, II , ►�; I� i QUARRY TILE, TYP. " IF THE COUNTER TOP CANNOT BLOCK THE SNEEZE LINE, A GLASS SNEEZE GUARD WILL I I V WI ' �; ;.L. ) 4 Lx4x 1/4 SECURED TO FLOOR W/ 1/4 "x2' EXPANSION ANCHORS AT 1g,° D.G. ; ., .�.�,�.�.�.., 's ' ° SNEEZE GU 611 B- 1 DIA. POSTS a o ° 60' A.F, . 1"fA _ Q N . Nq e a C C. - 54° AF -. Illi // // 1/2' TI-K. SOLID SURFACE CORIAN : SIERRA DUST 1 x 4 FRAMING 1/4° TEMPERED GLASS WITH POLISHED , " EDGES CONC. FLOOR BASE EQUIPMENT 7887 � a STATE REGISTERED ARCHITECT iii ti ,I 1F S IF WASHINGTON V31/0 SNEEZE G_Ida FINISH PER SCH. METAL STUD WALL I 5/8° GYP. WALL D. // /` 1 \ 1 I I I I ►4 , �41 • ° �o BA I 1 SEALANT, CONT. COVED ROUND TOP I x 5 FRAMING e ------ 3/4' PLYWOOD 1 x 2 1 ° P8 Y WOOD 5 /5 MDF ADJ SHELF W/ WHITE LAMINATE G 1/2' STAINLESS STEEL TRIM ON BOTTOM. KEEP TRIM SACK 1/2° FROM ENDS. FRONT COUNTER E T E CERAMIC TILE TIP. ° ° ° : : r:i- ii 1 - ° ToT G Iv IN 5H� SUPPORTS 5 /8° PLYWOOD BOY. CO W/ 4 t Sc/ WTE g V D Wl� LAM W FINISH 11LODR , SHEET NAME DETAILS ` NOTE: MAXIMUM WIDTH OF SINGLE GLASS PANEL -e SNEEZE GUARD DETAIL FRONT COUNTER ELEVATION FEB 142008 �I PERI T CENTER i n 0 5 BASE DETAILS �2g 6 ° BASE TILE 1 FRAMING x „ FRONT COUNTER SECTION SHEET I; I I I i NUMBER ' =, .,I.I 1O NOT TO SCALE NOT TO SCALE NOT TO SCALE PLUMBING FIXTURE CONNECTION SCHEDULE MARK FIXTURE TYPE WASTE VENT COLD I4OT REMARK SET pROVIDE FLUSH HANDLE ON LAv r I WATCR CL 3° 2 " )r� SIDE OF WATER CLOSET r 2 Ur.N,4L 2° 1 Y" 3 ° P -3C LAv. (COUNTERTOP) 2' 1 Yz ,q V P -3W LAY. (WALL HUNG) 2' 1)5" ) ° ADA HEIGHT 4 SPACING P -4 MOP SINK 2' 1 Y' 3/ 3/4° FLOOR MOUNT P -5 PREP SINK 2" 1 Y2° Ya' Y' PROVIDE INDIRECT DRAIN P -6 3 -COMP. SINK 2" I Yz' y2 Y2' PROVIDE INDIRECT DRAIN P -1 YOUGURT MACHINE 2' I) ' y' - INLET /OUTLET = 3'0 P -8 ESPRESSO MACHINE 2' 1 Y' %' - PROVIDE WATER FILTER '3 WOK 4NCC P t 2" 1 )> Y" P -10 WATER HEATER - - %' 3/4' PLATFORM 1S" MIN. FROM FLOOR P -1I ICE MACHINE 2' 1 Y' Y' - PROVIDE WATER FILTER FLOOR DRAIN __. 3 - FD 2 PRIMER - SIZE PER DRAWINGS ID INDIRECT DRAIN 4° 2' - - 12 "x12'x8' DEEP FLOOR SINK EXISTING COLD WATER LINE. FIELD VERIFY EXACT LOCATION 1-10T WATER COLD WATER • P -3C L P -8 i 4 I I C =I DOUBLE CHECK VALVE PER THE CITY OR COUNTY REQUIREMENTS. PROVIDE IF NOT PROVIDED AT THE SUITE OR BUILDING WATER MAIN. - —� 0 1 I' G if P P -7 P--7 ® 6 6 0 0 0 WATER LINE PLAN SCALE 1/4' =1 I II 1 I i V\ �. I,`'�, 1 � .` /1 ! vt.�V.9 1. \Y_.J" _ - - - -10 1 L 1 % I P -11 rgl P. la. - •1 A .J P--5 P -3W NORTH NOT TO SCALE WATER HEATER NOT TO SCALE NOTES: 8) t kl,AN1 ?° PT�As1 +P1D ROOF PENETRATION Ma) a) L M FL-4I C SLEE'.E -- ROO=K PLIE Dom'' TE aOG T c-#) $ FLASf -IN; �` CCA1 !WE .11G ;/ I 1 I•IERiilC3kECER NELIF _ FOXE FULL s E To SrM'MCE SINK, or 'f - Fok 20s F.) 4 To 140 1L Zritt, PAM, M.'7`_ attIDERTSTE � r DI 1N HCIIT TO SWIM 0 :O5Mig 51.IPF0V SECURE Dow wATER EE el4E MS513 illgrCitit 1) ALL PLUMBING WORKS S1-14LL BE DONE IN ACCORDANCE WITH 2003 UNIFORM PLUMBING CODE. 2) HOT / COLD WATER SERVICE TO BE RUN THRU CEILING INTERSTITIAL SPACE AND IIUALLS UNLESS OTHER WISE NOTED. 3) EXISTING SLAB TO BE SAW -CUT AND REPLACED AFTER PIPE INSTALLATIONS AND SOIL COMPACTED PER CODE. SEE ARCHITECTURAL DRAWING FOR DETAIL 6/A6.0, 4) CONTRACTOR SHALL OBTAIN FIXTURE SPECIFICATION TO LOCATED EXACT PLUMBING LOCATIONS IN COORDINATION WITH THE OWNER_ 5) ANY EXISTING FIXTURES OR LINES REMOVED SHALL BE CAPPED BEHIND FINISHED SURFACES AND REPAIR SURFACES TO MATCH EXISTING. 6) ALL ROOF PENETRATIONS SHALL BE REVIEWED AND APPROVED BY BUILDING OWNER ROOFING CONTRACTOR SHALL BE APPROVED BY BUILDING OWNER. ALL ROOF P4TCHING MATERIAL MUST BE COMPATIBLE WITH EXISTING ROOFING. T) CONTRACTOR SHALL VERIFY TERMS OF EXISTING ROOF WARRANTY, ANY AND ALL NEW WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH EXISTING WARRANTY IN ORDER THAT IT REMAINS IN FULL FORCE. CONTRACTOR SHALL HAVE ALL INSPECTION AND CERTIFICATIONS DONE AND SHALL PROVIDE EVIDENCE THAT THE ROOF WARRANTY IS STILL IN EFFECT. REFER TO DETAIL 1 4 S / SHEET 46.1 FOR FLOOR SINK EXISTING WASTE LINE. FIELD vERIFY EXACT LOCATION WASTE LINE PLAN SCALE' 1/4° = 1' -0' CONNECT 4° WASTE TO EXISTING WASTE LINE. FIELD VERIFY EXACT LOCATION Ll ; i 1! i I • P -5 P -8 O CFM 011 P -7 P -7 aa a FD 1 1 5 -Li FD P 4IIcP 455 L rrrrrr: rT; rrr ID o Q J i P -10 %,_ > rr try r �l ri�� P -11 I NORTH P -6 ID P -5 P -3W CODE COMPLIANCE :Of 114r,v FEB 14 2005 FEFtvis I CENTER Italian Frozen Yogurt JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425 -778 -3800 FAX) 425 -778 -3822 J A Y S . J S A @ G M A I L. C O M DRAWN BY = JMC APPROVED BY = JYS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE. IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. 02008 1 -31 -05 ISSUED FOR PERMIT cefiore Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 7887 RE ISTERED A'-CHITECT J STATE Or- cp ASHI TON SHEET NAME PLUMBING SHEET NUMBER 1