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HomeMy WebLinkAboutPermit D07-346 - MEGSAM REMODEL - INTERIOR DEMOLITION AND DEMISING WALLMEGSAM REMODEL 16000 CHRIST'ENSEN RD STE 100 D07.346 Parcel No.: 2523049077 Address: 16000 CHRISTENSEN RD TUKW Suite No: City -►f Tukwila Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Phone: 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 Tenant: Name: MEGSAM REMODEL Address: 16000 CHRISTENSEN RD, STE 100 , TUKWILA WA Contact Person: Name: APRIL FILIPPI Address: 2202 64 AV W , MOUNTLAKE TERRACE WA 98043 Phone: 425 670 -6706 Contractor: Name: GATEWAY CONSTRUCTION SRVCS INC. Address: 11414 NE 60TH ST , KIRKLAND, WA 98033 Phone: 425 - 822 -5178 Contractor License No: GATEWCS992C3 DESCRIPTION OF WORK: MINOR INTERIOR DEMOLITION AND NEW DEMISING WALL. doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -346 Issue Date: 10/19/2007 Permit Expires On: 04/16/2008 Expiration Date: 03/04/2008 Value of Construction: $7,000.00 Fees Collected: $289.13 Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 D07 -346 Printed: 10 -19 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City c 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: D07 -346 Issue Date: 10/19/2007 Permit Expires On: 04/16/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: doc: IBC -10/06 N Date: I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , whether specified herein or not. 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 pe ormance of I thorized to sign and obtain this development permit. �7 Signature: �l it , ( �i, Date: I d / �D / • Print Name: S N a frt K t5 y 0 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. 007 -346 Printed: 10 -19 -2007 Parcel No.: 2523049077 Address: Suite No: Tenant: MEGSAM REMODEL 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 16000 CHRISTENSEN RD TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -346 ISSUED 09/11/2007 10/19/2007 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDPI'IONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond -10/06 D07 -346 Printed: 10 -19 -2007 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: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 16: 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) 17: 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) 18: 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) 19: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 20: 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) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IF'C 1011.5.1) doc: Cond -10/06 D07 -346 Printed: 10 -19 -2007 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 27: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: 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) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 32: 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. 33: 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) 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D07 -346 Printed: 10 -19 -2007 Signature: Print Name: doc: Cond -10/06 c7/tAm kk o v, W10 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: /o-f9-1 D07 - 346 Printed: 10 -19 -2007 Site Address: 1 600 rI ra cer) fit) Tenant Name: € {/lArl 1(32/1/1/10 40 Property Owners Name: Mailing Address: I CONTACT PERSON - who d o we contact w your permit really to be i ssued Name: A((1 it I i P ) Gj Day Tele `ti phone: C5 - l6 '1 n 7� Mailing Address: 22.( �(`w`- Avg.. w v oo1�1�4Po Te_rr2 l JJA ctS6ce. City State Zip E -Mail Address: Q pr11 I i pp' Caw/ (/l Qj( S °er1, cowl Fax Number: (-425 - -- . g2 GENERAL CONTRACTOR INFORMATION (Contractor information for Mechanical (pg 4) Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Zip Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect or Company Name: COv y1 e_1\ Mailing Address: 2. Contact Person: April F lip E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWIL' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cLtulavila.wa.us Q:\Applications\Ponns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh hemu Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: Z52d( " 7? Suite Number: f Floor: Ne Tenant: ❑ .... Yes t : . r6_ # • 6 ♦ 11 • � � 1 ► ra i k `(♦ it; City State 0 City Day Telephone: Fax Number: Expiration Date: State State Zip Day Telephone: Lf 2 5 ^Cg7L) 6 70(19 Fax Number: (-0,6 •- 77L1 " p City ENGINEER OF RECORD -= All plans must be Company Name: Ate Mailing Address: State Zip City Day Telephone: Fax Number: Page 1 of 6 Valuation of Project (contractor's bid price): $ 7 Existing Building Valuation: $ 1701i Scope of Work (please provide detailed information): Ncvn6r - 1 0.4c) lkLi/nr nati r P 15111( Cake Will there be new rack storage? ❑.... Yes .. No If yes, a separate permit and plan submittal will be required. ovide All ulIding Ar+f a s a Square 'ootag Below 23 1 4 sk PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Q: Applications\Forms- Applications On Linec -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: No If `yes ", explain: FIRE PRO / FECTION/HAZARD S MATERIALS: Sprinklers Automatic Fire Alarm ....None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous mater in the building? ❑ Yes 1y No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material S•, a Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Fixture Type:: " Qty '" " Fixture "Type:. ": ° Qty ° Fixture Type: , " Qty Fixture Type: Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory . Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 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 PLUMBI AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh Page 5 of 6 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. Print Name: A{`ir1 , //**,,r�� Mailing Address: 22W t Co BUILDING Signature: NER OR I Date Application Accepted: D AGENT: Q:\ApplicationsTorms-Applications On Linel3 -2006 - Permit Applieation.doe Revised: 9 -2006 bh Date: q 1, n -- 7 Day Telephone: tiZ "67O - c City State Staff Initials: Zip Page 6 of 6 Date Application Expires: c(7-411,1121-- m„, I t Project: cS ,9 n/ iQ,/naL Type of Inspection: - /---- /A/6' v Addr ss: / 4 O 2 / "'VS /G� IScC/ Date Ca led: / - Special Instructions: .. Date Wanted / —15)--- C a.m p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: nspector: V 5$ REINSPECTION FEE RBI IlIRE9. Prior to inspection, fee must be a at 6300 Southcenter Blvd., Suite 1100. Call the schedule reinspection. J Ree1 ' Pt No.: - 'Date: Project: ,V 1 5 2r 7 / Type of Inspection: G /= 2 4 required prior to approval. Address: 76 166 I i'rS/f./,SfiV �a Called: Special Instructions: Date Wanted / 2 /q /d 7 . P'mi Requester: Phone rx_7 0385- elm -e,-( 6.0, i?lApproved per applicable codes. Corrections required prior to approval. COMMENTS: / } /S1J �'�CJ i�k //�tiS —iv /- lJ (i) A/ 8 elm -e,-( 6.0, i a mvi l rt1-(' _ pp ✓ate - G, L A/ 7 / r k /gk Inspector: I D // 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0$ E INSPECTION FEE IEQUIRE� Prior to inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: ra p,,, p rb.frici / e / Type n s p e ct i o n: 0 WI Address: 6 pq le L , A a 1 Date Called: ...) Special Instructions: Date Wanted: a.m. Cra: Requester: Phone No: c/2)---r2 7--G-- INSPECTION RECORD "Reiain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. 4 Corrections required prior to approval. COMMENTS: 1 l inspector i Date:/ /_ El $58.00 R SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: IDate: Project: m €js Sprinklers: Fire Alarm: Type of Inspection: 1-, /tc �‘ \ ✓�1. -- Address: /boon Suite #: No 1.,S`,J I2-©4 Contact Person: M , & t- t -E- e12___ Special Instructions: Phone No.: 2-o& - 72, ' �5" Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1b7_ 3` b PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover' Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. ....4a Word /Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. N )0 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Inspector: j i Date: Hrs.: RECEIPT NO: R07 -02292 Initials: JEM Payment Date: 10/19/2007 User ID: 1165 Total Payment: 669.88 Payee: UNICO PROPERTIES LLC SET ID: 1019 SET NAME: CONNELL DESIGN SET TRANSACTIONS: Set Member Amount D07 -329 281.16 D07 -346 177.00 D07 -347 211.72 TOTAL: 669.88 TRANSACTION LIST: Type Method Description Amount Payment Check 6266 669.88 TOTAL: 669.88 ACCOUNT ITEM LIST: Description 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 BUILDING - NONRES STATE BUILDING SURCHARGE SET RECEIPT Account Code Current Pmts 000/322.100 656.38 000/386.904 13.50 TOTAL: 669.88 Receipt No.: R07 -01936 City of Tukwila Parcel No.: 2523049077 Permit Number: D07 -346 Address: 16000 CHRISTENSEN RD TUKW Status: PENDING Suite No: Applied Date: 09/11/2007 Applicant: MEGSAM REMODEL Issue Date: Initials: JEM Payment Date: 09/11/2007 01:43 PM User ID: 1165 Balance: $177.00 Payee: CONNELL DESIGN GROUP, INC. RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 15099 112.13 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 Account Code Current Pmts 000/345.830 112.13 Total: $112.13 Payment Amount: $112.13 26944 09/11 9710 TOTAL .1_\ 47 doc: Receipt -06 Printed: 09 -11 -2007 '' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -346 DATE: 09 -11 -07 PROJECT NAME: MEGSAM REMODEL SITE ADDRESS: 16000 CHRISTENSEN RD, STE 100 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 14.44 ui in i ision — 54 Public W rks 5 R- i -a £l1 '4190 ID-'1 Fire Prevention IN Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Incomplete n Approved with Conditions DATE: DATE: ui i ion PI nning ivision No further Review Required Permit Coordinator n DUE DATE: 09-13 -07 Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 10-1 1-07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License GATEWCS992C3 Licensee Name GATEWAY CONSTRUCTION SRVCS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602086011 Ind. Ins. Account Id 754100 Business Type CORPORATION Address 1 701 DEXTER AVE N SUITE 420 Address 2 City SEATTLE County KING State WA Zip 98109 Phone 2066219111 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/26 /2001 Expiration Date 3/4/2008 Suspend Date Separation Date Parent Company Previous License NIELSC *02708 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SACCO, RONALD PRESIDENT 02/26/2001 Bond Amount NIELSEN, CRISTIAN VICE PRESIDENT 02/26/2001 SRS 1008614 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 RLI INSURANCE CO SRS 1008614 02/26/2002 Until Cancelled $12,000.00 03/04/2002 Look Up a Contractor, Electririan or Plumber License Detail Page 1 of 2 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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= GATEWCS992C3 10/19/2007 GENERAL NOTES ALL GONSTRUCTION SHALL COMPLY WITH THE CURRENT REGULATORY CODES FOR THE STATE OF WASHINGTON AND THE LOCAL JURISDICTIONS. SEE PROJECT DATA SECTION FOR CURRENT APPLICABLE CODES. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, PETAILS, ETC., AND NOTIFY THE DESIGNER OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE DESIGNER'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGNER HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT iN A CLEAN (BROOM) CONDITION AT ALL TIMES. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS ALL REVISIONS, ADDENDA AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST, DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. ALL DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD UNLESS OTHERWISE NOTED. WHERE CONSTRUCTION PETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR 'OTHER SIMILAR WORK IN THE SAME BUILDING. 10. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 12. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 15. ALL WORK SHALL 5E GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED AND SHALL BE SO STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC., MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS AFTER NOTICE IS GIVEN. 16. LATHING, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER 25 OF THE 2006 I.B.G. 11 ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS. 18. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 2006 I.B.G.. AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS. IQ. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 20. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO THE 2006 I.B.G. CHAPTER 10 AND LOCAL FIRE MARSHAL REQUIREMENTS. 21. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 22. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH THE FIRE MARSHAL. CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED. 23. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. 24. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY EXCEPT AS PROVIDED IN N.F.PA. STANDARD SO AND THE CURRENT UNIFORM FIRE CODE. PERMIT MAY BE REQUIRED. 25. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL, INCLUDING CHRISTMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE RETARDANT SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE MARSHAL. PROVIDE A CERTIFICATION TO THIS EFFECT. A. EXIT DOORS, EXIT LIGHTS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER THE 2003 I.B.G. 26. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE 2006 I.B.G. STANDARDS FOR EARTHQUAKE (ZONE D, ASME 0635, 0636. 21 PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES, INCLUDING IF NECESSARY FIRE HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. 28. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT. 2q. MECHANICAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ROOF - MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. 30. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING. 51. ALL ITEMS MARKED *N.I.C.* ARE NOT PART OF THIS CONTRACT. 32. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION. 55. DO NOT SCALE DRAWINGS, IF A DIMENSION DISCREPENGY IS NOTED, CONTACT DESIGNER. 54. IF BUILDING STANDARDS HAVE NOT BEEN ESTABLISHED OR HAVE BEEN ESTABLISHED OR HAVE BEEN CHANGED FOR DOORS, RELITES, HARDWARE , DOOR AND RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUCTION. ABBREVIATIONS AGCOUS. ACT. ADJ. A.F.F. APPROX. ARCH. BLK, BD. BLDG./BLD. B/S C.A. B CLG. /CLOG. GL OR C CLKG. COL. CONT. CONC. CONST. CONTR. CPT. D. DEPT. DET. DIAL. DIA. DIM. DBL. DWG. D.F. RIFF. D.N. E. EA. ELEV. ELEC. EMER. EXT. EQ. EQPT. EXIST. F.I.0 F.A. F.E. F.E.G. FIN. FIXT. F.D. FLR. F.O.I .C. FT. GA. GALV. GL. G.W.B. GYP. H. HOP. HD.WD. HD. HM. HORZ. HT. HR. H.W. .B.C. NGD. NCL. NFO. NTSUL. NTR. JAN. J.B. JT. ACOUSTIC/ACOUSTICAL ACOUSTICAL TILE ADJUST /ADJUSTABLE ABOVE FINISHED FLOOR. APPROXIMATELY ARCHITECTURAL BLOCK/BLOCKING BOARD BUILDING BUILDING STANDARD CABINET CEILING CENTER LINE CAULKING COLUMN CONTINUOUS CONCRETE CONSTRUCTION CONTRACTOR CARPET COLD WATER DEEP DEPARTMENT DETAIL DIAGONAL DIAMETER DIMENSION DOUBLE DRAWING DRINKING FOUNTAIN DIFUSSER DOWN EAST EACH ELEVATION (BLDG.)/ ELEVATOR ELECTRICAL EMERGENCY EXTERIOR EQUAL EQUIPMENT EXISTING FURNISHED e INSTALLED BY OTHER FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FIXTURE FLOOR DRAIN FLOOR FURNISHED BY OTHER INSTALLED BY CONTRACTOR FOOT OR FEET GAUGE GALVANIZED GLASS /GLAZING /GLAZED GYPSUM WALL BOARD GYPSUM HIGH HANDY CAP HARD WOOD HEAVY DUTY HOLLOW METAL HORIZONTAL HEIGHT HOUR HEATING, VENTALATING AIR CONDITIONING HOT WATER INTERNATIONAL BUILDING CODE INCANDESCENT INCLUDE INFORMATION INSULATE (D)(ING) INTERIOR JANITOR JUNCTION BOX JOINT LAM. LAV. L. LTG. LT. LG./L. MAT. MAX. MFG. MECH. MED. MIN. MIN. MISC. MTD. MTL. MW. N. N.I.C. N.T.S. NO. OFF. 0.C. OFF. O.F.C.I. O.F.O.I . PNL. PT. PART. P.P.L. PL. P. LAM. PLY. Q.T. QTY. R.B. R. RAD. REF. READ. REV. R.O. R.M. S. SECT. SHT. SIM. SPEC. S. SST. STD. STOR. STRUC. SUSP. SW. TEL. TEMP. TYP. U.L. U.P.G. VOL. VAR. V.G.T. VERT. V.P. W.B. W.G. WD. WT. W/ W.H. WT. LAMINATED /LAMINATE LAVATORY LENGTH LIGHTING LIGHT LONG MATERIAL MAXIMUM MANUFACTURER MECHANICAL MEDIUM MINIMUM MINIMUM MISCELLANEOUS MOUNTED METAL MICROWAVE NORTH NOT IN CONTRACT NOT TO SCALE NUMBER OFFICE ON CENTER OWNER FURNISHED CONTRACTOR INSTALLED 01 INSTALLED PANEL (IN G) PAINT (ED) PARTITION POLISHED PLATE GLASS PLATE PLASTIC LAMINATE PLYWOOD QUARRY TILE QUANTITY RUBBER BASE RISER RANGE RAn1US REFERENCE REQUIRED RE ISED /REVISION RO GH OPENING ROOM STAIR SECTION SHEET SIMILAR SPECIFICATIONS/ SPECIFIED SOUTH STEEL STAINLESS STEEL STANDARD STORAGE STRUCTURAL SUSPEND /SUSPENDED SWITCH TELEPHONE TEMPERED TYPICAL UNDERWRITER'S LABORATORY UNIVERSAL PLUMBING CORE VOLUME VARIABLE/VARIES VINYL COMPOSITION TILE VERTICAL/VERTICALLY VENEER PLASTIC WOOD BASE WALL COVERING WOOD WEIGHT WIDE WITH WATER HEATER WEIGHT PROJECT DATA PROJECT ADDRESS: GOVERNING CODE: USE ZONE: OCCUPANCY: 16000 CHRISTENSEN RD 8UILDING #2 - SUITE 100 TUKWILA, WA 151 Se) 2006 I.S. .0 (STATE OF WASHINGTON AMENDMENTS) TUG B CONSTRUCTION TYPE: V -N -FULLY SFRINKLERED ENERGY CODE: ACCESS CODE: PLUMBING CODE: CONTRACTOR: MECHANICAL: ELECTRICAL: SPRINKLER: SUITE 100 2006 WASHINGTON STATE ENERGY CODE ICC /ANSI AI Ill -2003 2006 U.P.G. TO BE DETERMINED PRIOR TO PERMIT ISSUANCE B IDDER DESIGN (UNDER SEPARATE PERMIT) B IDDER DESIGN (UNDER SEPARATE PERMIT) BIDDER DESIGN (UNDER SEPARATE PERMIT) 2,311 SF • VICINITY MAP SiTE PLAN CONTRACT THIS BUILDING [SEPARATE PERMiT] C4turncr r r n. Meichanical • Ip Bsoiricel lumbing Gas Piping City of Tukwila BUILDING DIVISION 4 Crl IIIIlI 1III111111IIIIIII 01 II111111IIIIIIII 1I1 i IIIIII1III IIIIIIII1III DRAWING INDEX TI.O COVER SHEET TI.I FIRST FLOOR EXITING PLAN Al .0 FIRST FLOOR DEMOLITION /PARTITION /ELECTRICAL/ PHONE /DATA 4 REFLECTED CEILING PLANS BUILDING 2 - FIRST FLOOR EXITING LEGAL DESCRIPTION KING COUNTY PARCEL NUMBER: BUILDING I - ISO40 GHRISTENEEN AVE - 252904 -4031 AND 257304 -'40'18 KING COUNTY PARCEL !'WE R: BUILDING 2 -16000 CHRISTENSEN AVE. - 22304 -'4O11 KING COUNTY PARCEL NJMEER: BUILDING 3 -16300 CHRISTENSEN AVE. - 252304 - 4018 LEGAL 17ESGIPTION PARCEL I. That portion of the P'V.H. Gilliam Donation Land Claim *40 and of the southwest quarter of the sovthnrest quarter of Section 24, Township 23 North, Range 4 East, WM., and or Government Lot I in Section 25, Township 23 North, Range 4 East, WM., In King County, Washington, more particularly described as follows, commencing at the northwest corner oP Parcel 2 of Ctty of TLkwIIa Short Plat WT8 -16-55 ce recorded under King County Recording N. 19060°..0098; thence eovth 64° 09' 52' East, 24.88 feet to a point of curvature; thence easterly 163.00 feet along the arc of a tangent curve to the left, having a radius of 935.00 foot, throve a central angle of IO° 17' 42" to the true point of beginning; thence continuing easterly 146.87 Peet along the arc of a non - tangent curve to the left, having a radius of 935.00 feet, the radius point of which beers north 15° 32' 26° east, through a central angle of 04° 00' 01' to a point on said curve; thanes north 06° 34' 56' east, 66.28 feet tea point of curvature; thence northeasterly 6.86 feet along the arc of a non- tcrgent curve to the right, having a radius of 62.00 feet, the radius point of which bears south 22° 03' 30" East, through a central male of O6 20' 30' to a point of reverse cuvature; thence northeasterly 25.15 feet along the arc of a tangent curve to the left, having a radius of 20.00 feet, through a central angle o 12° 03' 23" to a point of tangency; thence north 02° 13' 31" east, 0.1c1 Peat; thence south 81° 46' 23" east, 6.61 feet; thence north 02° 13 37" east, 106.17 Peet; thence north 11° 04' 07" east, 51.22 feet; thence north 48° 35' OO" east, 60 _21 feet; thence south S1° 41' 00' east, 110.00 Peet thence north 48° 19' 41" east, 55.00 feet; thence south 41° 40' 19" east, 48.19 feet; thence south 21° 41' 54" east, 49.69 feet; thence south 03° 44' 56" west, 40.48 feet; thence south 24° 03' S3' west, 4837 feet thence south 34° 14' 22' west, 62.85 feet; thence south 32° 31' 34' west, 5430 Peet; thence south 35° 18' 26" west, 59.11 feet; thence south 31° 40' OI" west, 6352 feet; thence south 40' 00' 29" west, 66.94 feet; thence south 21° 07' 34` west, 35.76 feet; thence saves 31° 16' 45" west, 11.24 feet; thence north 77 25' 04" west, 105.59 Peet; thence north 12 34' 56" east, 28.00 feet; thence north 11° 25' 04` west, 3059 feet to a point of curvature; thence southwesterly 52.96 feet along the arc of a non - tangent curve to the right, having a radius of 320' feet, the radius point of which bears north 61° 42' 51' west, through a central angle of 04° 28' 59' to a point of tangency- thence south 21° 46' 00' west, 4956 feet; thane north 60° 14' 00' west, 17.11 feet; thence south 89° 46' 00" west, 24.61 feet; thence south 00° 14' 00" east, 850 feet; thence south 89 46' 00" west, 2150 Peet; thence north OO° 14' OO' west, 14450 feet; thence south 8q° 46' 00" west, 2950 feet; thence north 00° 14' 00" west, 34.00 feet; thence north Ib° 05' 55' east, 20.17 Peet to a point of curvature; thence southeasterly 1.43 feet along the arc of a non - tangent curve to the left, having a radius of 16550 feet, the radius point or which be north 16° 05' 55" east through a central angle of 00° 33' 21" to a point on said curve; thence north 15° 32' 26" east 3350 feet to the true point of beginning; EXCEPT that portion thereof lying within the 30 foot City aP Seattle Pipeline right-of -way as recorded under King County Recording No. 4106155. (ALSO KNOWN AS revised Lot I. City of TUkrilla boundary Tine adjustment No. 8I- 4O -SLA, recorded under King County Recording No. 5112160540; said boundary Tine being a revision of City of 'Nkrella boundary line adjustment No. 81- I -6LA, retarded under King C.ovnty Recording No. 8102050381, rehich revised City a Tukwila Short Plat No. 78 -16-SS recorded under King County Recording Na. 7906050093, also recorded under King County Recording Nos. 1906050091 and 1906050099); TOGETHER WITH a 24 foot Ingress, egress, and utilities easement over a portion of Revised Lots 3 of said City or Tukwila boundary line adjustment No. 81-40-3L A, lying 12 feet an each side of the following described centerline. Commencing at the northwest corner of Parcel 3 of sold City or Tukwila Short Plat No. 78- I6-55; thence south OO° 14' 00' east, 17.10 feet to the point of beginffrrg of this centerline description; thence north 89° 46' OO" east 18450 feet to point 'D'; thence continuing north Sq° 46' OO" east. 22.00 feet thence north 21° 46' 00' east, 14396 feet to a point of curvature; thence northerly 6555 Peet alont the arc of a tangent curve to the left, having a radius of 320.00 foot, through a central angle oP II° 44' 10' to the end of this centerline description; ALSO TOGETHER WITI4 a 25 foot h9 -ess, egress, end utilities easement over a portion of Revised Lots 2 and 3, said boundary line adjustment No. 81- 40 -13LA, lying 125 feet an each side of the following described centerline; BegirrIng at Point °D•; thence north OO° 14' 00" west, 226.00 feet to the end of this centerline description; ALSO TOGETHER NJTH a 24 foot ingress, egress and utilities easement, over a portion or revised Lot 2, said boundary Tine adjustment No. eI- 40 -1BLA, lying 12 foot on each side of the follarhg described centerline; Commencing at the southwest corner of Porte) 1 of said City of Tvkwlla Short Plat No. 18- 16-53; thence north 00° 14' 00" west, 21.41 feet to the point of beginning of this centerline description; thence southeasterly 43.10 feet along the arc of a non - tangent curve to the right, having a radius of 55.00 feet, the radius point of which be south OO° le' 00" west, through a central angle of 44° 54' 08' to a point of reverse curvature; thence southeasterly 37.04 feet along the arc of a tangent curve to the left, having a radius of 100.00 feet, through a central angle of 21° 14' 51" to a point of curvature; thence southeasterly 234.41 feet along the arc of a non- taK3ent curve to the left, having a radius of 889b2 feet, the radius point of which be north 23° 58' OI` east through a central angle of 15° 05' 50' to a point of curvature; thonoa northeasterly 43.11 feet along the arc of a non - tangent curve to the left, having a radius of 90.00 feet, the radius point of which be north OS 52' 06" oast through a central angle of 30° 56' 06" to the end of this centerline description. PARCEL 2: That portion of the W.M. Gilliam Donation Land Claim No. 40 and of the southwest quarter of the sovtinvest quarter of Section 24, Township 23 North, Range 4 East, iVM., and of Government Lot I h Section 25 Township 23 North, Range 4 East, WM., in King County, Washington, mare particularly described os Pollows: 1543,31r/sing at the southwest corner or Parcel I of of of Tukwila Shark Plat No. 78 -16-53 as recorded under Kin County Recording No. 7906050018; thence north OO° 14' OO" west, 188.41 feet; thence south 81° 47' OO" east, 10.00 feet; thence north 00° 14' 00" west, 6.52 Peet; thence north 10° 34' 00' west, 1737 Peet; thence south 63° 01' II' east, 88.05 feet thence south 42° 04' 00' east, 7022 feet; thence south 51° 51' 21" east, 102.40 feet; thence south 84° 35' east, 12150 feet; thence north 11° 04' 07" east, 25.00 Peet; thence south 02° 13' 37 west, 106.77 Peet; thence north 57 46' 23" west, bbl feet; thence south O2° 13' 31" west, O. Peet to a point of curvature; theme Southwesterly 25.15 Peet along the arc or a tangent curve to the right, havirng a radius of 20.00 feet, through a central angle of 72° 03' 23' to a point of reverse cuvature; thence southwesterly 656 feet along the arc of a tangent curve to the left, having a radius of 62.00 feet, through a central angle of 06° 20' 30" to a point on said curve; thence south 06° 34' 56" west, 66.28 feet to a point of curvature; thence northwester) '46.81 feet along the arc of a non - tangent curve to the right, having a radius of 935.00 Peet, the radius point of which bears north oee 32' 25" east, through a control angle of 04° 00' 01' to a point an said curve; thence south 15° 32' 26" west, 33.50 feet to a point of curvature; thence westerly thenc south P 16 t 55' Hest, 2 1 ( south 00 114' right, 0 having 34� radius q td G lee a S 46 00" eas 2930 P boors thence Is5outhh 32' 14 east, 0 e as 14450 fee thence 1 9 39 3 6' to w 6.00 f theme e south 00° 14' 00" east, 350 feet; thence south 84° 46' 00' west, 115.50 feet to Point"A'; thence north 00° 14' OO" west, 341.00 feet to the point of beginning. EXCEPT that portion thereof Tying within the 30 foot City of Seattle Pipeline Right -of -way as recorded under King County Recording No. 4106155; (ALSO KNOWN AS revised Lot 2, City of Tubrila boundary line adjustment No. 81- 40 -HLA, recorded under King County Recording No. 8112160540; said boundary Tine being a revision of City of Tukwila boundary line adjustment No. 81 -I -8LA recorded under King County Recording No. 8102050384, which Revised Ctty of Tvbrlla Short Plat No. 78- 16-55, recorded under King County Recording No. 1906050048, also under King County Recording Hunters 1406050017 and 7106050049); TOGETHER WITH a 24 foot ingress, egress, and utilities easement over a portion of revised Lot 3 of City of Tukwila Boundary Line Adjustment No. 31- 40 -8LA, lying 12 feet on each side or the following described centerline. CanmencIng at Poht'A• as described above; thence south 00° 14' 00` east, 73.00 feet to the point of b�eglm this centerline description; thence north &V 46' 00 east, 46.50 feet to Point'6 "; thence continuing north 81° 46' 00' east, 6.9.00 feet to Point "C "; thence continuing north 81° 46' 00" east, 69.00 feet to Painttle; thonao contbwhg north Si ° 46' 00' east, 1250 feet to the end of this centerline description; ALSO TOGETHER WITH The following 25 foot ingress, ogees and utilities easements, over portion of revised Lots I and 3 of City of Tukwlia boundary Ib o adjustment No. 81- 40-BLA lying 125 feet on each side of the following described centerline; Beginning at PoInt13", thence north 00° 14' OO' west, 13.00 foot to the end of this eenterlhe description; Beginning at Point 'C', there north 00° 14' 00' west, 18.50 feet to the end of this centerline description; Beginning at Potnt"D•, thence north OO° 14' 00" west, 226.00 foot to the end of this centerline desorlptlon. CITY PARK IIIII CHRISTENSEN ROAD IIIIII11111111111 IL 1111111111111111 PARC0. 3: That portion of Government Lot I In Section 25, Torenshlp 23 North, Range 4 East, WM., in King County, Washington, more particularly described as follows: Beginning at the Southwest corner of Parcel 4 of Cit of Tubrtla Short Plat No. 18 -16-55 as recorded under King County Recording No. 7106050048; thence north 00° 14' 00' west, 210.00 feet to a point of curvature; thence northerly 104.12 feet along the arc of a non- tangent curve to the left, havrg a radius of 40.00 feet, the radius point of which bears north OO° 14' 00' root through a central angle of 150° 00' 00' to a point of reverse curvature; thence northerly 41.81 feet along the arc of a tangent curve to the right, having a radius of 40.00 feet, through a central angle of 60° 00' 00" to a point of tangency; thence north OO° 14' 00' west 121.31 feet; thence north 84• 46' 00' east 115.40 feet; thence north OO° 14' 00' west 850 Peet; thence north 81° 46' OO" east 18.57 feet; thence north 00° 14' 00" west 8 feet; thence north 81° 46' 00' east 24.61 feet; thence south 6O° 14' 00' east 11.14 feet to Point"E"; thence north 24° 46' 00 east 44.36 feet to a point of curvature; thence northerly 52.46 feet along the arc of a tangent usve to the loft, having a radius of 320.00 foot, through a central angle of O9• 28' 54" to a point on said a)rvc; thence south 17 25' 04' east 3059 feet; thence south 12° 34 56" west 28.00 feet; thence south 11' 25' 04' east 105.59 feet; thence south 31° 16' 45' west 11.01 feet; thence south 34° 31' 52' west 60.54 feet; thence south 30° 51' 21' west 61.13 feet; thence south 13° 16' O5` west 53.94 feet; thenco south 15° 57' 27 west 51.82 feet; thence south 13° 48' 40" west 54.33 feet; thence south 00° 38' 22' east 62.34 foot; thence south 00° 18' 55" west 41 .21 feet; thence south 07° 91' Ib" east 53.1 - 1 feet; thence south lee 27' 46' amt 5631 feet; thence south 27 57' 17 east 8 _24 feet; thence north 84° 47' 00' west 34354 feet to the point of beginning. (BEING KNOWN AS revised Lot 3, of City of Tuurlla boundary line adjustment No. 31-40-15LA as recorded under King County Recording No. 8112160540, being a revision of bou,dcry Ilene adjustment No. 81 -I -BIA as recorded under King county Recording No. 81020503$1, which revised City of Tukwlla Short Flat No. 18- 16-33, recorded under King County Recording No. 1106050048, also recorded under King County Recording Nos. 7106050011 and 1906050019); TOGETHER WITH a 24 foot ingress, egress, and utility easement over a portion of revised Lot I of City of Tukwila Boundary Line Adjustment No. 8I- 40 -BLA, lying 12 feet an each slde of the following described centerline: Commencing at Po1nt"E" as der -rltod above: thence north 21° 46' 00" East 44.36 feet to a point of curvature; thence northerly 65.55 feet along the are of a tangent cove to the left, having a radius of 320.00 feet, through a central angle of 11° 44' 10" to a point on said curve; thence south T1 25' 04" East 30.00 feet to the end of this centerline demeriptlan. ifl Ito. 1 review approval Is subject to errors and omissions, Approval of eonsttucUon documents doe; not authorize the violation of try cMc- ^d code cr c.d :nancc. Receipt df approved F:':1 C;.; y c- s b cc ::nor vledged: BY - 1IIIH111111111111IIIIIIIIIIIIIIIllr Jill 111111111[ U IIII11111111111111IL . City of 1Lkwila BUILDING DIVISION IILLJ IIIIIIIIIIIIIIIIIII[ C it a; sr irr • r r I I REVISIONS No changes shall be made of work without prior a Tukwila Building Di 40TE: Revisions will require a and may include additional pl arr to the scope proval of ision. w plan subm n review fees. C o planning interiors architecture DESIG 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 670 - 6706 F: 425 -774 -8219 REGISTRATION PROJECT NAME DESIGN TEAM PROJECT NO.: 07.126 PRINCIPAL: VSS DRAWN BY: EC CHECKED BY: VSS 4676 \ REGISTERED \ ARCHITECT PALL STATE OF W MEGSAM CORP. RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 2 - FLOOR 1 16000 CHRISTENSEN ROAD STE 100 TUKWIL4, WASHINGTON . _f__• ..+ ry) ISSUED /REVISIONS 9 - - ISSUED FOR PERMIT NELL PROJECT CONSULTANTS 49-1(10 HEET TITLE COVERSHEET SHEET NO. CITY OF RECEIVED SEP 1 1 ?007 etriivii i i.,; T1.0 L Iml I FIRST FLOOR EXITING PLAN SCALE; 3/32 "w 1 1 -0" EXIST. EXIST. OFFICE OFFICE ICI po '3% CO•NELL planning interiors architecture DESIG 22002 - 6-4th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425- 774 -8219 REGISTRATION PROJECT NAME MEGSAM CORP. RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 2 - FLOOR 1 16000 CHRISTENSEN ROAD STE 100 TUKWILA, WASHINGTON DESIGN TEAM PROJECT NO.: 07.126 PRINCIPAL: VSS DRAWN BY: EC CHECKED BY: VSS ISSUED /REVISIONS 9 -11 -07 ISSUED FOR PERMIT PROJECT CONSULTANTS SHEET TITLE FIRST FLOOR EXITING PLAN SHEET NO. RECEIVED CITY OF TUKWILA SEP 1 1 ZOO/ � n1i GENT ER Ttl WHArRE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO BE PATCHE=D, SANDED SMOOTH AND PREPARED FOR FINISHING AS RES;IIIIRED. REMOVE EXISTING FLOOR FINISHES. PATCH AND PREPARE FLOORS A5 REQUIRED FOR SMOOTH, LEVEL FINISH. ALL EXISTING WALL FINISHES TO BE REMOVED. WALLS An TO BE PATCHED, SANDED SMOOTH AND PREPARED FOR NEM FINISHES AS REQUIRED. DEMOLITION NOTES MERE NEM PARTITION MEETS EXISTING FURRED COLUMN OR CORY WALL, REMOVE CORNER BEAD, ALIGN, TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD. ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL BE PATGN D AND SPACKLE!) AND ESE PROPERLY MAD AND ALIGNS 5O AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. EXISTING ELECTRICAL AND TELEPHONE CUTLETS LOCATED ON DEMOLISFEO WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL WAGE. WHERE PLUMBING FIXTURES ARE BEING RINQVED OR MERE EXPOSED PLUMBING PIPES OGGLA , GAP LINES Bl3iIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TEXINDIE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWIN65 SHALL, SE REMOVED IN A CAREFUL MANNER 50 AS NOT TO DAMAGE ADJOINING CONSTRUCTION. MIN. 25 GA. MIL. STUD TOP TRACK, BRACE TO STRUCTURE WITH EITHER #I2 GA. CLAY. STL SUSPENSION HANGER WIRE SET OR 25 GA. METAL STUDS 0 S' 0:G. OR 2 PER WALL SECTION MINIMUM, ANCHOR TO TOP TRACK PER MFG. REQUIREMENTS CONT. 25 GA. GALV. STS RIMER GHANNEE. ANCHORED TO FLOOR WITH POWDER ACTIVATED FASTENING SYSTEM 0 24" O.G. EXIST. I �j IP*, • p,ip wumii1111S :_ " SCALE; I /8 "= I '-O" 25 GA. STUDS OR R>= HANGERS OPTIONAL AGOUST ATT IF REWIRED MATCH& EXIST. CONT. 'L' METAL TRIM WITH PAPER WING 25 GA. GAIN. 3-1/2' STUDS 0 24' O.G. 5/8" TYPE 'X' GAB. DUST. I I3REA SECTION - BUILDING STANDARD PARTITION NOT TO SCALE nV, UST. EXIST. OV" OFFICE OFFICE ( in I 12;5 IoI DEMOLITION/PARTITION! ELECTRICAL /PHONE /DATA PLAN PARTITION NOTES SCE OFFICE CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL. DI5GREPANGIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR DIRECTION. ALL PARTITIONS, UNLESS O1HBRWSE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24' O.G. WITH 5/8" TYPE 7C GYPSUM WALLBOARD EACH SIDE TIM SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONGEALED OR FURRED AND FINISHED, UNLESS OTTERJMISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. OFFSET STUDS, MERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE RJRRING AT EXISTING PARTITIONS AS REWIRED TO INSTALL ELECTRICAL IT34S AS INDICATED ON THE DRAWINGS. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO SE SIX INCHES FROM FACE AT HINGE SIDE OF DOOR TO ADJACENT PARTITIONS. ALL EXIT DOORS SHALL. BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KI421.EDGE OR EFFORT. PROVIDE SHEET METAL REINFORGN6 (5' HORIZONTALLY MOIMTED STRIP OF 20 GA. GALVANIZED 51.EET METAL) IN PARTITI01.5 FOR INSTALLATION OF WALL HMS CABINET WORK AND PANELING WHERE INDICATED ON DRAWINGS INGL.UDING ALL OWNER PROVIDED ITEMS. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PU*. ING PARTITIONS. COMACTOR TO PROVIDE SHOP DRAWINGS FOR DEy1GNE R AND TENANT APPROVAL PRIOR TO MANIFAGTURE OF ANY CABINET WORK, MILLWORK, AND ANY OTTER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. PARTITION LEGEND = = = = == DEMOLIT10N EXISTING PARTITION TOR REMAIN. KEY NOTES I. ALIGN FINISHED SURFACES. 2. UPGRADE EXISTING WALL TO DEMISING WALL AS REWIRED. ELECTRICAL LEGEND 3 gt WALL MOUNTS) DUPLEX fer=anicAL OUTLET ALL MOUNTED QUADRA FLEX RECEPTACLE OUTLET Q WALL HOMED COMBINATION BONE AND DATA OUTLET N WALL MOUNTED COMBINATION TELEPHONE Alm DATA OUTLET - 13/5 DEMISING PARTITION - B/S METAL STUDS WITH 5/S" TYPE 'X' GM ON BOTH SIDES OF PARTITION FROM FLOOR TO UNDERSIDE OF HUNG CEILING. PROVIDE INSULATION IN PARTITION WITH 4' -0" BATT INSULATION GEMMED OVER PARTITION ABOVE CEILING, SEE DETAIL #1 THIS SHEET. ELECTRICAL NOTES- VERIFY FINAL LOCATIONS WITH TENANT ALI WALL MOUNTED TELEPROW AND ELECTRICAL OUTLETS TO BE INSTALLED IS" ABOVE FLOOR UNLESS OTHERWISE NOTED. ALL/ANY GORE DRILL LOCATIONS SHALL BE VERIFIED WITH DISIGNE R PRIOR TO DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANTS CONTRACTOR UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PILL. WIRM AND BOXES AT EACH LOCATION. NOTE: CONTRACTOR TO RUSE AND / OR RELOCATE EXISTING ELECTRICAL / TELEPHONE OUTLETS WHERE POSSIBLE. ALL EXISTING ELECTRICAL / TELEPHONE OUTLETS NOT SHOWN ARE TO REMAIN. USE BUILDING STANDARD ELECTRICAL FIXTURE' THROUGHOUT UNLESS OTHERWISE NOTED. l I • %41 1 I 6 1 I Li 7 I II 6 I 6 I IE 6 EXIST. COMP. SCALE: I/8 n _ I' -0" LIGHTING NOTES LIGHTING LEGEND 6 1 ioi BRE KA EA 102 I CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING. O OFF GE I04 I REFLECTED CEILING PLAN EXIST. EXIST. OFFICE OFFIOE IOS I 05 I PROVIDE FIRE DAWE 5 AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, EICLOS.NES, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE DEPARTMENT, IF APPLICABLE. CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL THERMOSTAT OSTAT LOCATIONS. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH AU- APPLICABLE CODES. LIGHT SWITCHES SHALL BE INSTALLED AT +48' OFF. MULTIPLE SNITCHES SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO - VISUAL ALARMS, TO MST ALL APPLICABLE CODES. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR To INSTALLATION. NIMBER OF SWITCHES FOR OPEN AREA 15 BIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE FOR REFENGE ONLY. CONTRACTOR SHALL PROVIDE SEISMIC BRACING ti ALL RELOCATED LIGHT FIXTURES. EXISTING LIGHT FIXTURES' PLACEMENT. UPGRADE ALL FIXTURES TO B/S AVANTE SPECIFICATION (T5 - 56 WATTS) ® INDICATES 24 HOUR FIXTURE, WITH 134ERGENCY BATTE=RY BACKUP PROVIDE NEW 2x4 CEILING TILES, SECOND -LOOK, EXISTING CEILING GRID TO REMAIN ILLUMINATED CEILING MOUNTED EXIT SIGN W/ EMERGENCY LIGHTS, VERITY IF REQUIRED - DIRECTION OF ARROW, LITHONIA LOO 5 W & 120 / 2T1 E. N MITE THROMOPL.ASTIG LED EXIT, SINGLE STENCIL FACE W/ EXTRA FACE PLATE, GREEN LETTERS, W/ NICAD BATTERY BACKUP., NO. 388081 B/5 SINGLE SWITCH EXISTING TO REMAIN NOTE: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE. CONTRACTOR TO RESWITGH / IEGIR UIT LIGHT SWITCHES AND LIGHT FIXTURES AS NEEDED. ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SHOWN ARE TO REMAIN. LIGHTING CALCULATIONS ALL EXISTING LIGHT FIXTURES TO REMAIN WITHIN TENANT SPACE, NO PROPOSED CHANGE IN ORGY USAGE. OFFICE 101 fys C o planning interiors architecture DESIG NELL 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 -774 -8219 REGISTRATION 4676 \ PROJECT NAME MEGSAM CORP. RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 2 - FLOOR 1 16000 CHRISTENSEN ROAD STE 100 TUKWILA, WASHINGTON DESIGN TEAM PROJECT NO.: 07.126 PRINCIPAL: vss DRAWN BY: EC CHECKED BY: VSS ISSUED /REVISIONS 9 -11 -07 ISSUED FOR PERMIT PROJECT CONSULTANTS SHEET TITLE SHEET NO. PALL STATE CF WABFQCN CIT RECEIVED SEP 1 1 1001 PlIT CENTER DEMOLITION /PARTITION ELECTRICAL/PHONE / DATA/REFLECTED CEILING PLAN A1.0