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HomeMy WebLinkAboutPermit D08-420 - KPI BRIDGE - DEMISING WALL AND RELITEKPI BRIDGE 16040 CHRISTENSEN RD SUITE 102 D08 -420 Parcel No.: 2523049039 Address: 16040 CHRISTENSEN RD TUKW Suite No: City ik 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: KPI BRIDGE Address: 16040 CHRISTENSEN RD SUITE 102 , TUKVVILA WA Contact Person: Name: VICKI SOMPPI Address: 22002 64 AVE W #2C , MOUNTLAKE TERRACE WA 98043 Phone: 425 - 670 -6706 Contractor: Name: GATEWAY CONSTRUCTION SRVCS INC. Address: 701 DEXTER AVE N SUITE 420 , SEATTLE WA 98109 Phone: (206)621 -9111 Contractor License No: GATEWCS992C3 DEVELOPMENT PERMIT • Permit Number: D08 - 420 Issue Date: 09/24/2008 Permit Expires On: 03/23/2009 Expiration Date: 03/04/2010 DESCRIPTION OF WORK: PROVIDE NEW DEMISING WALL & NEW FIRE LIGHT RELITE TO DIVIDE SUITE 102 INTO SUITES 102 & 103 Value of Construction: $4,150.00 Fees Collected: $239.63 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D08 -420 Printed: 09 -24 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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: N Permit Center Authorized Signature: I hereby certify that I have read an . ' ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli 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 a perform ce o work. I am authorized to sign and obtain this development permit. Signature: 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 I Mai MC'.A , whether specified herein or not. Print Name: c 114.tc_iin Permit Number: D08 -420 Issue Date: 09/24/2008 Permit Expires On: 03/23/2009 Date: 0 1 Date: 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. doc: IBC -10/06 D08 -420 Printed: 09-24 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 2523049039 Address: 16040 CHRISTENSEN RD TUKW Suite No: Tenant: KPI BRIDGE 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 S Permit Number: D08 -420 Status: ISSUED Applied Date: 09/04/2008 Issue Date: 09/24/2008 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: 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. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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 doc: Cond -10/06 D08 -420 Printed: 09-24 -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 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: 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) 24: 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) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 26: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 27: 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. 28: 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) 29: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. doc: Cond -10/06 D08 -420 Printed: 09 -24 -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 • 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 32: ** *PLANNING DEPARTMENT CONDITIONS * ** 33: The northern side of the property is located within the 200 foot regulated buffer of the Shoreline. Removal and storage of debris as a result of construction shall occur outside of this buffer area. doc: Cond -10/06 * *continued on next page ** D08 -420 Printed: 09 -24 -2008 S 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. Signature: doc: Cond -10/06 Chiliv4zt Print Name: ZGH/9 e i Date: A5//e' D08 -420 Printed: 09 -24 -2008 King Co Assessor's Tax No.: o23 3 0 t .7a3 ? /,'s 3oq- Suite Number: /0 2- Floor: /S New Tenant: 14 .... Yes D ..No Property Owners Name: !'P R/(lerreto ei1, L-LC.. (Ur i ca - c7V15i k. B1d J /C)/ a.10 Site Address: 1 090 Lt r7'56,vt5Cfl keetd Tenant Name: /(pi Mailing Address: oZV ? // et' th . V -k- 30 ,pp Mailing Address: 1,2-q02-- ( .4 1 1 + " � A' tti. � 4- 2.c, M u , 4 41, 1 4 o 4 J'?, E -Mail Address: V iii S (9►�t,V Wt Cit (tl t C.oGUS Name: Company Name: - MP Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKW /LA Community Development Daoartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cLtukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** r+,D kVU-U Oci7 � 'not Z & l 40-c 'ik- 2.6• `' lC,ll Ovtti vt,thjS � £ tt&5 Q:\Applications\Forms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh .COWL City State Day Telephone: L. z _ 670 s (r 706 City State Zip Fax Number: Z S. 7 7 t ( • g Z-1 City Day Telephone: Fax Number: Expiration Date: State Zip Maw4 HL,kcreu ri Uv 1 °4 3 City State Zip Day Telephone: 4.2s- .670. (070 6 Fax Number: yZ .-77y.? 9 Company Name: Mailing Address: Zip Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Page 1 of 6 Valuation of Project (contractor's bid price L 1150 Existing B Scope of Work (please provide detailed information): ij(7y b.'` UtU d,d,ju't ,j'v /W�t �,( Z {u,1 r - _���{/, — ytt <-1-0 a41nat soil I 6 i SlAk r3 le y2_ I a8 U ing Valuation: $ Will there be new rack storage? 0.... Yes No If yes, a separate permit and plan submittal will be required. Building Areas in Type of Iccupancy 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): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the rincipal owner lives in one of the dwellings as his or her primary residence. 5't'1 (, N I L - ■0 CMA-ni s Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Handicap: ❑ Yes ... No If "yes ", explain: ❑ 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 Sa ty 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 Signature: Print Name: l GV:k S o t 6 ( 5 1 Date Application Accepted: 9 PL'ICATION NOTES Applicable to allaperm.ts ;In this ap' h �",. ,, �'�" u �� .'fir; � ,'�? �w •:a,.. _ u1 c.<i wt. ' Q:\Applications\Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh BUILDING OWNER AUTHORIZED AGENT: t Mailing Address: 2ZOOZ _49 y `i- if 2-c- Value of Construction — In all cases, a value ofZ6nstruction 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. Date: I ZOO Day Telephone: Lt • 670 0 '(070 Co itkowv■Ret-iet Terrzat. W4\ 90 City State Zip Date Application Expires: Staff Initials: (4 e Page 6 of 6 Project: KR-I- 8 R ► --0C Type of Inspection: FI tiv I Address: 1 4,01-10 e Hr% +fNSc+u Date Called: 2• Special Instruc ., F Date Wanted: io.� 2 ^ d e .m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 " 7 4.Approved per applicable codes. COMMENTS: ,) ((LALIN& --- ? c?P Ir1 t� Ins -ct ceipt No.: INSPECTION RECORD R etain a copy with permit (Date: PERMIT NO. Corrections required prior to approval. 2 -0 $60. ' ' REINSPECTION FEE ; EQUIRE ' Prior to inspection, fee must be pal c at 6300 Southcenter Blvs., Suite 00. Call to schedule reinspection. uiL 4�N Proiect; t3I1c(c7r' Type of Inspection: \J FP_ oqM rNI C Address: 1IoyOC14CZ\s Date Called: IQ 'Q .7 Special Instructions: .( 50 .1-r s 50 4 p" (. , 1 0 A I J3 Date Wanted: c i - 26 - -0 Gam, p.m. Requester: one No; // ��QQ l� Ph 2Q c - -28 -63 6 J INSPECTION NO. INSPECTION RECORD Retain a copy with permit Afai, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 O ❑ $60.00 REINSPECTION FEE REQUIRED tb inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. El per applicable codes. Corrections required prior to approval. COMMENTS: r Inspeftor: Receipt No.: Date: Parcel No.: 2523049039 Permit Number: D08 -420 Address: 16040 CHRISTENSEN RD TUKW Status: APPROVED Suite No: Applied Date: 09/04/2008 Applicant: KPI BRIDGE Issue Date: Receipt No.: R08 -03341 Initials: JEM Payment Date: 09/24/2008 10:15 AM User ID: 1165 Balance: $0.00 Payee: UNICO PROPERTIES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6974 147.00 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/386.904 RECEIPT Payment Amount: $147.00 142.50 4.50 Total: $147.00 rdnr.• RPCPInt -OR Printari• OP -74 -7008 Receipt No.: R08 - 03137 Initials: WER User ID: 1655 Payee: CONNELL DESIGN ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Check 15823 92.63 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 2523049039 Permit Number: D08 -420 Address: 16040 CHRISTENSEN RD TUKW Status: PENDING Suite No: Applied Date: 09/04/2008 Applicant: KPI BRIDGE Issue Date: Account Code Current Pmts 000/345.830 92.63 Total: $92.63 Payment Amount: $92.63 Payment Date: 09/04/2008 01:55 PM Balance: $147.00 5917 :9/34 207 TOTAL 92-63 doc: Receipt -06 Printed: 09 -04 -2008 Project: , 1 { J �` li) -) I`�•r 0 Type of Inspection: c�G f � t y ci iv e' c 4 c Q' Address: (8b3? ' S?i Suite #: bR_ Co tact Person: Special Instructions: - - Phone No.: PO6 - s3`) - /377 Needs Shift A/ Sprinklers: Are Alarm: f- Hood & Duct: q,/ Monitor: Pre -Fire: • Permits: al Occupancy Type: ( INSPECTION NUMBER INPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT o8-S- 5c)-3 bag gals PERMIT NUMBERS '444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 • lyproved per applicable codes. COMMENTS: Se\ soli- L ®/C._ rid Hrs.: Date: / ziD , , i/ I $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 n Corrections required prior to approval. T.F.D. Form F.P. 113 Project: P � � • T1 r ., � � Type of Inspection: "t_ -r 014-L. Address: /604/0 Suite #: l Q. kr :5 w Serer R Contact Peron: M (ke 1,3 is # Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: ' Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT f Word /Inspection Record Form.Doc 1/13/06 q4 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 n Corrections required- prior to approval. COMMENTS: ViAb4L 0 Inspector: Date: 49/, PS? Hrs.. . Mifn $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 ACTIVITY NUMBER: D08 -420 DATE: 09 -04 -08 PROJECT NAME: KPI BRIDGE SITE ADDRESS: 16040 CHRISTENSEN RD STE 102 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS -oe) BC Jig Divisi Publi Works NA �- fB DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 • PERMIT COOR =; COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: till WU' B Fire Prevention Structural Incomplete Structural Review Required Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions d Notation: REVIEWER'S INITIALS: ❑ Permit Coordinator DUE DATE: 09 -09-08 Not Applicable n ❑ No further Review Required DATE: DATE: jt . G 1- II-06 Planning Division n DUE DATE: 10-07-08 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 TRAVELERS CAS It SURETY CO 105165492 08/19/2008 Until Cancelled $12,000.0008/21 /2008 2 RLI INSURANCE CO SRS1008614 02/26 /2002 Until Cancelled $12,000.00 03/04/2002 1 RLI INSURANCE CO SRS1008614 02/26/2001 02/26/2002 $6,000.00 02/23/2001 Name Role Effective Date Expiration Date SACCO, RONALD PRESIDENT 02/26/2001 Amount NIELSEN, CRISTIAN VICE PRESIDENT 02/26/2001 TCO5451M120C0F08 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 9 CHARTER OAK FIRE INS TCO5451M120C0F08 08/01/2008 08/01/2009 $1,000,000.00 08/01 /2008 Untitled Page Business Owner Information Bond Information Insurance Information • • 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company GATEWAY CONSTRUCTION SRVCS INC 2066219111 701 DEXTER AVE N SUITE 420 SEATTLE WA 98109 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602086011 ACTIVE GATEWCS992C3 CONSTRUCTION CONTRACTOR 2/26/2001 3/4/2010 NIELSC *02708 GENERAL UNUSED Page 1 of 2 https: // fortress. wa.gov /lni/bbip/Detail. aspx ?License = GATEWCS992C3 09/24/2008 GENERAL NOTES ALL CONSTRUCTION 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, DETAILS, 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. A GLEAN (BROOM) BE REM AR TI THE PREMISES AND ALL AREAS SHALL BE LEFT IN 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 MATE�iIALS 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 DETAILS 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 15 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. I1. 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 SY 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 15 COMPLETED. 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED AND SHALL BE 50 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. 17. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS. kt 18. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 2006 I.B.C.. AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS. Ici. 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 FIRE MARSHAL . REQUIREMENTS. 21. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT. 30. PROVIDE OR MODIFY AS NFFDED EMERGENCY LIGHTING. 31. ALL ITEMS MARKED "N.I.C.'e ARE NOT PART OF THIS CONTRACT. I.B.G. CHAPTER 10 AND LOCAL THE USE OF A KEY OR ANY 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.P.A. STANDARD 30 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 THI 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 2006 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 C635, C636. 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. 29. 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. 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. 33. DO NOT SCALE DRAWINGS. IF A DIMENSION DISCREPENCY 15 NOTED, CONTACT DESIGNER. 34. IF BUILDING STANDARDS HAVE NOT BEEN ESTABLISHED OR HAVE BEEN ESTABLISHED OR HAVE BEEN CHANGED FOR DOORS, RELITE HARDWARE , DOOR AND RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUCTION. 35. ALL ACCESSIBILITY SIGNAGE SHALL COMPLY WITH REQUIREMENTS FOR ICC /ANSI AII1.I -2003 SECTION 703 - SIGNS FOR VISUAL CHARACTERS, TACTILE CHARACTERS, BRAILLE, PICTOGRAMS, AND SYMBOLS. THESE SHALL BE PROVIDED FOR ROOM IDENTIFICATIONS, WAY - FINDING AND EXITING ABBREVIATIONS ACCOUS. ACOUSTIC /ACOUSTICAL ACT. ACOUSTICAL TILE ADJ. ADJUST/ADJUSTABLE A.F.F. ABOVE FINISHED FLOOR APPROX. APPROXIMATELY ARCH. ARCHITECTURAL BLK. BD. BLDG./BLD. B/5 CAB. CLG ✓CLOG. CL OR G CLKG. COL. CONT. CONC. CONST. CONTR. CPT. G.W. D. DEPT. VET. DIAG. DIA. DIM. DBL. DWG. D.F. DUFF. D.N. E. EA. ELEV. ELEC. EMER. EXT. EQ. EQPT. EXIST. F.I.O 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. HC. HD.WD. HP. HM. HORZ. HT. HVAC. H.W. .B.C. NGD. NCL. NFO. NSUL. NTR. JAN. J.B. JT. VICINITY MAP 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 ELECTRI CAL EMERGENCY EXTERIOR EQUAL EQUIPMENT EXISTING FURNISHED 4 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 HANDICAP HARD WOOD HEAVY DUTY HOLLOW METAL HORIZONTAL HEIGHT HEATING VENTALATING AIR CONDITIONING HOT WATER NTERNATIONAL BUILDING CODE NCANDESGENT NCLUDE NFORMATION NSULATE (D)(ING) NTERI OR JANITOR JUNCTION BOX JOINT LAM. LAY. 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. O.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. RM. SECT. SHT. SIM. SPEC. S. STL. 5ST. 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. IN/ 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 OWNER FURNISHED OWNER INSTALLED PANEL I ) ) PARTITION POLISHED PLATE GLASS PLATE PLASTIC LAMINATE PLYWOOD QUARRY TILE QUANTITY RUBBER BASE RISER RANGE RADIUS REFERENCE REQUIRED REVISED/REVISION ROUGH OPENING SECTION SHEET SIMILAR SPECIFICATIONS/ SPECIFIED SOUTH STEEL STAINLESS STEEL STANDARD STORAGE STRUCTURAL SUSPEND /SUSPENDED SWITCH TELEPHONE TEMPERED TYPICAL UNDERWRITER'S LABORATORY UNIVERSAL PLUMBING CODE VOLUME VARIABLE/VARIES VINYL COMPOSITION FILE VERTICAL/VERTICALLY VENEER PLASTIC WOOD BASE WALL COVERING WOOD WEIGHT WIDE WITH HEATER WEIGHT REVISION No changes shall be ma to the scone of work without prior pproval of Tukwila Building ivision. NOTE: Revisions will require a new plan submi ?¢?I and r;tav in,ln inn rnarinnnr fsaca^ ; PROJECT DATA PROJECT ADDRESS: 16040 CHRISTENSEN RD BUILDING #I - SUITE 102 TUKWILA, WA G18188 GOVERNING CODE: 2006 I.B.G. (STATE OF WASHINGTON AMENDMENTS) USE ZONE: TUG OCCUPANCY: B CONSTRUCTION TYPE: V- o -FULLY SPRINKLERED ENERGY CODE: ACCESS CODE: PLUMBING CODE: CONTRACTOR: TO BE DETERMINED PRIOR TO PERMIT ISSUANCE MECHANICAL: BIDDER DESIGN (UNDER SEPARATE PERMIT) ELECTRICAL: BIDDER DESIGN (UNDER SEPARATE PERMIT) SPRINKLER SYSTEM: BIDDER DESIGN (UNDER SEPARATE PERMIT) CONSTRUCT. AREA: SUITE 102 -'122 SF (VACANT SUITE 103 - 818 5F) LEGAL DESCRIPTION SITE PLAN 6%R rE PERMIT IEOURED FOR: E ochanical lectrical Eillumbing [ Gas Piping City of Tukwila 1I..b I G DIVISION 20061'0%5H I NGTON STATE ENERGY CODE ICC/ANSI AI MI -2003 2006 U.P.G. 1111111 IIt11111111II lII Il llI L I tIIIIIIIIIIIIIIIIIIIIIIIIIIII J I L IIjIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (� CHRISTENSEN READ DRAWING INDEX TI COVER SHEET TI.I EXITING PLANS - FIRST FLOOR A1.0 PARTITION/ELECTRICAL /PHONE /DATA PLAN A2.0 REFLECTED CEILING PLAN 4 CEILING DETAILS BUILDING 1 - FLOO 'NE KEY PLAN KING COUNTY PARCEL NUMBER: BUILDING I - 16040 CHRISTENSEN AVE. - 252504-q05:1 252904 401S KING COUNTY PARCEL NUMBER: BUILDING 2 - 16000 CHRISTENSEN AVE. - 252504-q011 KING COUNTY PARCEL NUMBER: BUILDING 5 - 0500 CHRISTENSEN AVE. - 252304 -g01S PARCEL. 18 That portion of the W.H. 6IIIlam Donation Land Claim .40 awl of the southwest cquarter of the southwest quarter of Section 24, Township 25 North, Rang. 4 East, h'V.M., and of Government Lot I n section 25, Township 29 North, Range 4 East, W.M., in King County, Washington more perticuIarly described as follows. Commencing at the northwest corner of Parcel 2 of City of Tukwila Short Plat s18 -16-55 as recorded under King County Recording No. 7906050098; thence south 64 09' 52' East, 24.88 feet to a point of curvature; thence easterly 168.00 Poet along the arc of a tangent curve to the left, having a radius of 995.00 feet, through a central angle of TO• I7' 42' to the true point of borgirrling thence continuing easterly 14691 feet along the arc of a non - tangent umve to the left, having a radius of 993.00 feet, the radius point of which beer. north Td• 92' 26" east, through a central angle of O9 00' 01' to a point on said curve; those north 06 94' 96' east, 6628 feet to a point of curvature; thence northeasterly 696 feet along the arc of a non - tangent curve to the right, havhg a radius of 62.00 feet, the radius point of which bears south 22 09' 90' East, through a central angle of 06 20' 90' to a point of reverse curvature; thence northeasterly 23.13 fest along the arc of a tangent curve to the left, having a radius of 20.00 feet, throu a central angle of 12° 09' 25 " to a point of tangency; thence north 02' I9 91' oast, 0.94 feet; thence south 87. 46' 29' scat, 6.61 feet; thence north 02° I3 51" oast, 106.17 fast; thence north 11 04' 01' east, 51.22 eat; thence north 46' 55' 00' east, 60.21 fat; thence south 89' 41' 00° east, 110.00 feet; thence north 46 19' 41" east, 55.00 feet; thence south 41' 40' 19' east, 48.19 feet; thence earth 29' 47' 54' east, 49.69 feet; thence south 09 44' 56' west, 40.48 feet; thence south 24° 05' 58" rest, 4831 foot; thence south S9• 19' 22' west, 62.83 feet; thence south 52 51' 54" west, 5990 feet; thence south 55' 18' 26' west, 3939 feet; thence south 99 40' 01' west, 6392 feet; thence south 40. 00' 29 west, 6694 feet; thence south 29 01' 54' weet, 95.76 feet; thence south 91' 16' 45" west, 11.29 feet; thence north 17 25' 04' west, 10559 foot; thence north 12• 54' 56' east, 28.00 foot; thence north 17 25' 04' west, 50.59 feet to a point o curvature; thence fly 52.96 Pest along the ac of a non - tangent curve to the right, havN q a radius of 520.0 foot, the radius point of which bears north 69 42' 59' west, through a central angle of 09' 25' 59" to a point of tangency; thence south 29' 46' AO" west, 49.96 f..t, thence north 60' 14' 00" west, T7.19 feet; them. south 89 46' 00' worst, 24.61 feet; thence south 00 14' 00' east, 630 Peek then. south 89 46' 00" west, 29.50 feet, thence north 00 14' 00' west, 144.50 fast; thence south 89° 46' 00' west, 2950 hots thence north 00 14' 00' west, 54.00 feet; thence north 16' OS' 55' east, 20.91 feet to a point of curvature; thence southeasterly 9.48 foot along the arc of a non- tangent curve to the left, having a radius of 96830 feet, the radius point of which boars north I6 05' 55" east through a central angle of 00' 55' 29' to a point on said curve; thence north 15' 52' 26" oast 58.50 feet to the true point of beginning; EXCEPT that portion thereof lykig within the SO foot GIN of Seattle Pipeline right -of -Tray as recorded under K hg ty Record No. 4106155. (ALSO KNOYW AS revised Lot I, G1ty of 7UkwaIa boundary the ad tment No. 81-40-BL A, recorded under King County Recording No. 6112160540; said boundary lice booing a revision of City of 1Ufcwlla ;d ay the c 4)J.t rent No. 81- 1 -8L.A, recorded under King County Recording No. 8102050989, which revised City of TUIrwIIa Short Plat No. 18- 16-56 recorded under King G t Record No. 79 060'J0098, a lso ustment recorded urwier Gouty R.cor No.. 7900050087 adl 74 0605009 9); TOGETHER WITH a 24 foot ingress, ogees, and vtuitle• easement over a portion of Revised Lots S of safd City of 7�ikwlla bowwlcry the adj No. 81 -40-& Iy i 12 fast on .ach side of the foliowhg ds.crbed e.nterlkwsr Gonrnerw:hg at the northwe corner of Parcel 5 of said Glty of TUkwIIa Short Plat No. 18- 16-35; th south 00 . 14' 00• oast, 97.90 r ..t to tin. poin of begknhNngg of this a.nt.rlhs d.scrlptlon; thence north 84° 46' 00" eas 18430 f..t to point 'D'; thence Continu north 89 46' 00 .a 22.00 f ee t, thence north 29 46' 00" oas 14 8.96 f ..t to a point of curvatur thence nor h.rl 6535 feet al ert tin. arc of a t angent curv to tin. Left, having a radius of 520.00 feet, through a Central angle of II' 44' 10' to the end of this centerline description; ALSO TO6ETNER WITH a 25 foot ingress, egress, and utilities easement over a portion of Revised Lots 2 and 3, said Ih. adjustment No. 8I- 40 -eLA, lying 12.5 feet on each side of the following described centerline; Begirding at Point "D'; thence north r 00 14' 00' west, 226.00 test to the end of this Genterlhe description; ALSO T WITH a 24 foot ingress, egress and utilities easement, over a portion of revised Lot 2, said boundary the adjustment No. 81- 40 -13LA, lying 12 feet on each side of the followk q d..crb.d centerline; Commencing at the southwest corner of Parcel I of said Clty of g 1 *v Ile Short Plat No. 18 -I6-55 thence north 00' 14' 00" west, 21.41 feet to the point Irdkg of this centerline deecri itionr�t southeasterly 48.10 fat along the arc of a non - tangent curve to the r {889 in9 a radius of 55.00 feet, the radius point of which bears south 00. 19' 00" west, a central angle of 44 54' 05" to a point of reverse curvature; thence southeasterly 57.09 feet along arc of a curve to the left, having a radius of 100.00 fat, through a central ay. of 21. 14' S9" a point of curvature; thence southeasterly 254.41 Poet along the arc of a non-tangent curve to the left hav a radius of b2 fat, U. radk, point of which boars north 25 S8 OP" scoot _ _ t _ _ _gh a central �nggl. of IS• 05' 50" to a point of curvature; thence northeasterly 45.19 feet along arc of a non-tangent curve to the left, having a radius of 60.00 foot the radius point of which bears,'north 08 .52' 06' east roue n a central angle of 50 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 grouter of th. .outh west quarter of Section 24, Township 2S North, Rage 4 East, KM., and of Government Lot I In Section 25 Towtshlp 25 North, Range 4 East, W.M., In King County, Washington, more particularly de.crbsd as follows. Beghkng at the southwest corner of P9fC4111 I, of C.Ity of TUkwtla Short Plat No 18 -16-59 as recorded under King County Recording No. 7906050098; thence north 00° 14' 00" west, 168.41 feet; thence south 89 41' en 00" oast, 10.00 feet; thence north 00• i 00" ;vest 6.52 feet; thence north; l0 54' 00' west; 11.51 feet; thence south b:�` 01' II" east, 86.05 feet; thence south 42' 04' 00' east, 70.22 feet; thecae south Si" 51' 21" east, 102.40 foot; thence south 84 S5, 20 mast, 121.50 foot; thence north 11 04' 07" oast, 25.00 fat; thence south 02 13' Si" west, 106.77 het; thence north 87. 46' 25" west theme 6.61 foot; thee south 02 15' 57' oat, 0.99 fat to a point of curvature; then; ` outtwwst.rly 25.15 fa ar t along the c of a tangent curve to the right, having a radius of 20.00 fat, through a central angle of 72 05' 23 to a point of reverse curvature, thence southw.stWrly 6 .66 f eat al the arc of a tangent curve to the ft, l having a radius of 62.00 fat, trough central angle of 06° 20' 50" to a point on said curve; thence south 06 54' 56" west, 66.28 feet to a point of curvature 14681 rtIw..t r1g 1#6.81 feet along the arc of a non- ta;gsnt curve to the rat, a radios of 955.00 fat the radius point of which bears north 06 52' 25" oast, trough a central angle of 09 00' 01" to a point on said curve; to r MAO es south 15` 52' 26" wt, 3950 foot to a point of curva thenc wester 9.48 feet along the arc of a non - tangent curve to the right having radius of 96830 feet, the radius eht o of w hich bears north 15" w,s ,26" east, through a central angle of 00 55' 29" to a point on said curve; thence south 16 05' 55" west, 20.41 fat; thence south 00 14' 60 ' ing east, 54.00 feet; thence north 89• 46' 00 oast, 29.50 fa ca t; thee south c. - 14' 00" east, 14430 fat; thence south 69 46' 00 rest, 69.00 fat; thence south 00 14' 00' oast, 830 foot; thence south 459'46' 00' west, 115.50 feet to Poht"A's thence north 00 14' 00` west 54t.O0 feet to the point of beginning. EXCEPT that portion thereof lying within the 90 foot City of Seattle Pipeline Right- of-way as recorded under ty Recording No. 4106155; (ALSO KNOWN AS revised Lot 2, C of Tukwila bov ndcry Ike adjustment No. 81- 40 -BLA, recorded user Kkg County Recording No. 8112160540, said boundary I. being a revision of GI of Tukw ila boundary Ike adjustment No. 81 -I -SLA recorded under ng County Recording No. 8102050989, which Revised City of Tukwila Short Plat No. 78 -1 6-85 recorded under County Record No. 7906050098, also under awl County Recording Numbers 7906050091 7906030099); TO6ETHER WITH a 24 foot ingress and egress, utilities easement over a portion t of revised Lot 9 of City of TUkwIIa Lino Adjustment No. 81-40-B LA, lykny 12 feet on each side of the following de.crbed centerlines Gommenohg at Point "A" as en described above; thence south 00' 14' 00' east 15.00 feet to the point of bsliming of centorlkw daerlotion; thence rnorRn 89 46 00 oast, 46.50 feet to Po 13 thence contuing north 89' ' 00' east, 69.00 fat to POht'G "; thence continuing north 89 46' 00° east, 69.00 feet to Point DD'; thence conthumg north 89 46' 00" east, 12.50 foot to the end of this centerline description; ALSO TOGETHER WITH The following 25 foot and , .9r-4w utllltlo easements e asemens over portion of revised Lots I and 9 of City of 7Ukwlla b the adjust nt No. 81- 40-BLA Tying 12 feet o n each side of the followiMnigg descrbed cen Begknhg at Poht�ess . ' thence north 00 14 00" west, 19.00 feet to the end of this centerline description; 5sehning at POht"G , thence north 00' 14' 00' west, 98.50 feet to the end of this cant.rum description; Beginning at Pointtr, thence north 00' 14' 00° west, 226.00 fat to the owl of this centerline description. PARr:1 3. That portion of Goverment Lot I In Section 25, Township 25 North, Rage 4 East, W.M.; in King County, Washington, more particularly described as follows. Begirding at the Southwest corner of Parcel 4 of GIN of TUkwlla Short Plat No. of 4 t, hav 6 as recorded 40.00 under Not, the radius County Recording No. Mich boars north thence north 00 14' 00" r.. t 14�� central cn of 00' 00 to a p .ve ; northerly 41..59 i non-tangent al curve to tie l along the arc a eft, hgvh a radi 0 P the r kilt of whic bears nrt roost of a Curve to riot, having a radius of 40.00 feet, through a contra! an of 60° 00' 00" to a point of tangency; thence north 00 14' 00' west 121.51 feet; thence north 89• 46' 00 east 115.40 fat; thence north • 14' 00" west 6.50 fat; thence north 89° 46' 00" east 95.50 feet; thence north 00 14' 00' it 830 feet; thence north El" 00' east 24.61 fat; thence south 60' 14' 00" east 17.19 feet to Poht"E "j thence north 29' 46' 00" east 4996 feet to a point of curvature; thence northerly 52.96 feet along the arc of a tangent curve to the left, having a radius of 520.00 feet, through a central angle of 09' 28' 599" to a point on said curve; thence south 77 25' 04" east 3039 feet; thence south I2 54' 56" west 28.00 feet; thence south 17 25' 04' east 105.59 feet; thence south 9I• 16' 45" roost 0.,09 feet; thence south 34 51' 52' west 60.54 feet; thence south 90° 51' 21' west 61.18 feet; thence south 19' 16' 05" west 58.94 feet; thence earth 15 57' 27" west 51.82 feet; thence south 19 46' 40' west 54.99 fat; thence south 00 38' 22' at 62.59 feet; thence south 00' I8' 58• west 41.21 feet; thence south o7. 5'I' 16' east 55.17 feet; thence south ISO 27' 46" east 5691 fat; thence souks 27' 51' I7' east 8 .24 fat; thence north S9 ". 41' 00' rest 548.94 feet to the point of i as beginning. KNOWN AS revised Lot 5, of c of Tukwila boundary the adjustment No. 8I- 40-BLA as recorded under Kkg County Recording No. 5112160540, being a revision of boundary Ike adjustment No. King County Recording No. 510W50569, which revised City of TUkwlla Short Plat No. 78- 16-56, recorded under King County Recording No. 79060.10098, also recorded under King County Recording Nos. 7906030097 and 7906050099); TOGETHER WITH a 24 foot mgrs.*, egress, and utility easement over a portion of revved Lot I of City of TUkw Boundary Line Adjustment No. 81- 40 -15LA, lying 12 fat on each side of the following described centerlines Commencing at Poht"E• as descrbed above. thence north 29 46' 00' East 49.96 fat to a point of curvature; thence northerly 65.55 fat along the arc of a t curve to the left, having a radius of 520.00 feet through a central angle of 11 44' 10' to a point on said curve; thence south 77 25' 04' at 50.00 feet to the end of this centerline description. Fp liiniiiinniiniiniin1inniinr JIIIIIIIIIIIIIUIIIInlrllllllllllll '11IIIIIIIIIIIIII Illllllllllllllllllf JIIIII IIIIIIIIIIIIIIIIIIII "111�� IIIIIIIIIIIIIIII II I I ac 2 C1 4 4 Mar review a roval Is sue e_tc errors and or pprova of construction docume ut3 does not E the violation of any adopted code or ordinanc©. of approved Field C9py and condi ions is ackno GONTRAGT TH I ate: ,, ' - } SUITE -102 City ofTukurla BUILDING DWI 3!ON COD C` SO 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 .r. 9604 FECATIEFIED DAVNA WLIJAMB DUEffi STATE OF WABHNGiTON EXP. 03-0-00 massorarmiesommemr PROJECT NAME KPI BRIDGE RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 1 SUITE 102 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON 98188 MPLIPACE. OVED UUU Of Tukwila iNG DESIGN TEAM PROJECT NO.: 08.166 PRINCIPAL: CK DRAWN BY: VSS CHECKED BY: CK ISSUED /REVISIONS 9 -3 -08 ISSUED FOR PERMIT lace's?: t PROJECT CONSULTANTS SHEET TITLE COVER SHEET RECEIVED SEP 0420 PERMIT CENTER SHEET NO. T1.0 NELL EXITING PLAN -FIRST FLOOR SCALE: 3/32 " = I' -D" I CONTRACT= SUITE -102 Do6zo dat6'14tVt. Ist POO s ' •« 7 COI 01-000 WO 01\11.9.014 co NELL planning interiors architecture DESIG 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F; 425-774-8219 REGISTRATION EXP. O3-03-09 sommannurnierwm PROJECT NAME KM BRIDGE RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 1 SUITE 102 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON 98188 DESIGN TEAM PROJECT NO.: 08.166 PRINCIPAL: CK DRAWN BY: VSS CHECKED BY: CK esesonweeense ISSUED /REVISIONS 9 -3 -08 ISSUED FOR PERMIT PROJECT CONSULTANTS SHEET TITLE EXITING PLAN SHEET NO. RECEIVED SEP 0 4 2000 PERMIT CENTER DAVNA WLLIAMB DUEHR STATE OF WASHNGTON T1.1 OFFICE OPEN OFFICE 1102 I NO SUITE 103 EXISI OFFICE 1 104 +/ -3' -0" EXISTING OFFICE I 103 1 DEMOLITION /PARTITION PLAN SCALE: 1/.5"= 1'-0" n II OPEN OFFICE 1 101 1 BREAK AREA/ W 102 EX I CO Pr L 4 KEY NOTES PARTITION NOTES PARTITION LEGEND SCALE: 1//3"=1I-0" EXISTING PARTITION TO REMAIN. -0 E E m Cc W Lu EXISTING L 104 1 CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS. I' EXIST■G OFFICE OPEN OFFICE 1 101 I 1 102 I lU LLl T - CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR DIRECTION. ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24" O.C. WITH 5/8' TYPE 'X' GYPSUM WALLSQARD EACH SIDE. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, I1l1I OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVI FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE SIDE OF DOOR TO ADJACEIr'T PARTITIONS. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED ON DRAWINGS INCLUDING ALL OWNER PROVIDED ITEMS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER AND TENANT APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. B/5 TENANT PARTITION - B/S METAL STUDS ® 24 WITH 5/8' TYPE 'X' GAB ON BOTH SIDES FROM FLOOR TO UNDERSIDE OF HUNG CEILING. ® B/5 DEMISING PARTITION - B/5 METAL STUDS @ 24 "O.C. WITH 5/8" TYPE 'X' GAB ON BOTH SIDES FROM FLOOR TO UNDERSIDE OF HUNG CEILING. PROVIDE BATT INSULATION IN WALL AND DIRECTLY OVER THE TOP OF THE WALL TO EXTEND 2;'-0" ON EACH SIDE. B/5 2' -0' x FULL HEIGHT RATED FIRELITE RELITE IN B/5 RATED FRAME ASSEMBLY. I. ALIGN NEW DEMISING `WALL AT CEILING GRID LINE BETWEEN SPRINKLER HEADS AND AIR VENTS. EXISTIING :b r m LU L E0- E ms ! E0- OPEN OFFICE 1 101 I L m n ELECTRICAL /PHONE /DATA PLAN 4r 4 FO N E GFI R +44 n EXISTING 1 104 I t L--F — ' E agc E [� MIN. 3 1/2" 25 GA.(550T200 -I8) STEEL STUD TOP TRACK, BRACE TO STRUCTURE AV EITHER #10 6A. GALV. 5TL. SUSPENSION HANGER WIRE SET OR 25 GA. MTL STUDS 41 8' O.G. OR 2 PER WALL SECTION MINIMUM, ANCHOR TO TOP TRACK PER MFG. REQUIREMENTS R -II INSULATION IF REQ. FOR ACOUSTICAL WALL W/ 4 WIDE R -2I BATTS CENTERED OVER WALL AND CEILING GRID 3 I/2" 20 GA. (55075200-53) CONT. 51t RUNNER CHANNEL ANCHOREDTO FLOOR AV POWDER ACTIVATED FASTEN!: .6 SYSTEM HILTI X -ZF 22 PST OR EQUAL .145 DIA. 4 EMBEDMENT IS 5/4" AT 24" OG.G MAX ELECTRICAL LEGEND WALL MOUNTED DUPLEX RECEPTICAL OUTLET WALL MOUNTED QUADRAPLEX RECEPTACLE OUTLET WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET EXISTING MUD RING LOCATION AI/ BLANK PLATE NEW EXISTING GROUND FAULT INTERRUPTER RETROFIT/RELOCATE EXISTING HEIGHT ABOVE FINISHED FLOOR I. PAINT NEW WALLS AS REQUIRED. BREAK R OOM 1 102 I FINISH NOTES AND STANDARDS EX *14 440 : C . 10 l e ° ., � i u i i i m u I I l I l it MATCH EXIST. 3 1/2' 25 GA (3505125 -18) MTL. STUDS 44 24" O.C. UP TO 10 5/8" TYPE 'X' 6.WB. WALL MOUNTED QUADRAPLEX OUTLET - DEDICATED I20V, 20A WALL MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A WALL MOUNTED TIMER SWITCH WALL MOUNTED DISHWASHER RECEPTACLE CONT. 'L" MTL TRIM W/ PAPER WING 5/8" 25 GA. (1625125 -I8) STEEL STUDS OR WIRE HANGERS IONAL AGOUST BATT IF REQUIRED 1 SECTION - BUILDING STANDARD PARTITION SCALE: N.T.S. ELECTRICAL NOTES - VERIFY FINAL LOCATIONS W/ TENANT - PROVIDED FOR INFORMATION ONLY ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED I8" ABOVE FLOOR UNLESS OTHERWISE NOTED. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING, IF REQUIRE. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT'S CONTRACTOR UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL AIRES AND BOXES AT EACH LOCATION. bo8 'UO NOTE: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING ELECTRICAL / TELEPHONE OUTLETS WHERE POSSIBLE. ALL EXISTING ELECTRICAL / TELEPHONE OUTLETS NOT SHOWN ARE TO REMAIN. USE BUILDING STANDARD ELECTRICAL FIXTURES THROUGHOUT UNLESS OTHERWISE NOTED. (NOTE. ALL ELECTRICAL TO BE VERIFIED W/ TENANT FOR LOCATION AND COST) CO planning interiors DESIG statasmearasummend REGISTRATION DRAWN BY: VSS CHECKED BY: CK PROJECT CONSULTANTS SHEET NO. architecture 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 - 774 -8219 Hoff'. 03 -co-09 PROJECT NAME KPI BRIDGE RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 1 SUITE 102 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON DESIGN TEAM PROJECT NO.: 08.166 PRINCIPAL: CK ISSUED /REVISIONS 9 -3 -08 ISSUED FOR PERMIT SHEET TITLE PARTITION ELEC /PHONE /DATA PLAN I ECErur'Ir' iSEP 0 4 2iI PERMIT CEN1 Iy A1.0 NELL SPLAYED S E I S M I C BRAG I NG WIRE f 4TTACHMENT 5/16" DRILL -IN EXPANSION ANCHOR MINIMUM STEEL STRAP I' WIDE X 2" LONG X 12 &AGE MINI 3 TURNS SPLAYED SEISMEG WIRE SHOT -IN ANCHOR STRUCTURAL CONCRETE CEILING CLIP VERTICAL WIRE HANGER ATTACHMENTS SCALE: N.T.S. STRUCTURAL GONGRETE SEISMIC SEPARATION JOINT SCALE: N.T.S. MAX. RECOMMENDED LENGTH FOR VERT. BRAGIN6 EMT CONDUIT: I" MTh STUD (25 GA): 1/2° EMT CONDUIT < 6' 15/8" MIL STUD < 6-2 3/4" EMT CONDUIT <8'-6" 2 I/2' MIL STUD < IO'-6" 1' EMT CONDUIT <IO' -0" *PROVIDE ENGINEERING IF PLENUM > II'-O" 1 VERTICAL HANGER WIRE ATTACHMENT 0 0 SEISMIC, SEPARATION NOTES: 1. FOR CEILING AREAS EXCEEDING 2,500 SO. FT., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL DE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANSLIYS AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. 2 . THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT BE PER THE DESIGNER OF RECORD AND NOTED ON THE PLAN. IF A SEISMIC SEPARATI JOINT IS REQ. BY THE DESIGNER, THE CONTRACTOR MAY USE THE GENERIC JOINT DETAILED ABOVE OR A PROPRIETARY JOINT. THE AMOUNT OF FREE MOVEMENT. USE THE MIN. DIM. FOR THE GAP AS REQUIRED. VERIFY PER FIELD CONDITIONS. SPLAY WIRES ARE TO BE MIN. 4-12 GA. WIRES ATTACHED TO THE MAIN SEAM. WIRES ARE ARRAYED 90° FROM EACH OTHER 4 AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CLG. HANGER WIRES SHALL BE 12 GA. 4 4' OG. OR 10 GA. 4 5' OG. TERMINAL ENDS OF EA. MAIN OR CROSS TEE MUST 8E SUPPORTED WITHIN 8' OF EA. WALL. 12 GA. HANGER WIRE SPADED 4' ALL AIRE TIES TOBE 3 TIGHT TURNSAROUND ITSELF WITHIN S INCHES. OPTIONAL LATERAL BRACING SHALL BE 12' AND BEGIN <6' FROM WALLS -SEE CHART FOR SIZES AND VERIFY LOCAL CODE REQ. LAT. FORCr BRACING 4 EA. 12 &A. WIRE SECURED TO MAIN RUNNER WITHIN 2 OF GROSS TEE AND SPLAYED GLO° FROM EA. OTHER • 12' -0" O.G. BOTH DIRECTIONS W/ FIRST POINT WITHIN 4' -0" FROM EA. WALL MAIN BEAM- (HEAVY DUTY) NOTES: Gas TEE 1. INSTALL SYSTEM IN ACCORDANCE W/ 2003 IBC, ASTM G-635 AND 6636, ASCE 1 4 CISCA. 2. LATERAL BRACING 15 REQUIRED FOR GL& > 1000 W AND NOT REQUIRED FOR CL6. < 1000 PROVIDED THEY ARE SURROUNDED BY 4 WALL5 AND BRACED TO STRUCTURE. PLENUMS < 12" DO NOT NEED LATERAL BRACING. GROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO I/3600F ITS SPAN. 3. LATERAL FORGES BRACES SHALL BE 12' OG. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS. 4. LIGHT FIXTURES < 10 LB5 SHALL HAVE 1 12611 HANGER. LIGHT FIXTURES > 10 LB5 AND < 56 LBS SHALL HAVE 2 12 GA. WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. FIXTURES >56 LB5 SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. GEN'L SUSPENDED CEILING BRACING SCALE: N.T.S. NOTES: I. TIM C RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING &RID, PANEL OR TILE, LIGHT FIXTURES AND AIR TEMINALS WEIGHING NO MORE THAN 4LBS. PER SQUARE FOOT. 2. ALL WIRE TIES ARE TO BE THREE INCHES.. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER 3. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. 2' MIN. LATERAL FORCE BRACING SCALE: N.T.S. WALL 3/4" MIN. AT UNATTACHED WALLS NOTES: I. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONATAL FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPT. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FROM . THE WALL AND FREE TO SLIDE. 2. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD) 3. THERE SHALL BE A MINUMUM 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN- ATTACHED WALLS. 4. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. 5. WIRE TYING 15 ACCEPTABLE ALTERNATIVE TO SPREADER BARS. 6. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN 15 WITHIN 8 INCHES OF THE PERIMETER WALL. SPREADER BAR & WALL MOLDING SCALE: N.T.S. n • SPREADER BAR OR EQUAL TO KEEP PEWTER COMPONENTS FROM SPREADING APART NOTES: I. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. 2. HANGER MIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPADED 5 FEET ON CENTER 5. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. 4. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING 200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS. SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. 5. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL MIEN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER 15 GREATER 6. POWDER DRIVEN FASO MUST BE APPROVED FOR APPROPRIATE LOADING. 1. TERMINAL. ENDS OF EACH MAIN BEAM AND CR055 TEE MUST BE SUPPORTED WITHIN 8 INGHC3 OF EACH WALL WITH A PERIMETER WIRE. HANGER (SUSPENSION) WIRES SCALE: N.T.S. - 47 Rr" 106 • 102 r 3 J•... • • • • nr ICE AK AREA/ i• • 102 ICI 103 r:9,/ 11/ 0'1 J E OFFI I C,E ( 101 EXISTING OFF CE [ 5EISM! BRACING PERSPECTIVE CEILING GRID GENERAL NOTES OPEN OFFI C.:JfVI CEILING BRACING, SEE DETAIL II THIS SHEET 7 ELECTRICAL FIXTURE NOTES: I. LIGHT FIXTURE) NIEI6HING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED Fr +'OM FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. 2. LIGHT FIXTURE) NEIGHING MORE THAN 10 POUNDS AND LESS THAN 56LBS. SHALL HAVE TWO GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO Tit STRUCTURE ABOVE. THESE W115 MAY BE SLACK 3. LIGHT FIXTURE''i AEIGHIN& MORE THAN 56 LB5. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE AE, OVI =. 4. PENDANT MOUNTEp7 FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUGTURER ABOVE USING A 9 &ACE DIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION FOR 7IREGT SUPPORT. 5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES NOTES: I. TERMINALS OR SERVICES WEIGHING 20L135. BUT NOT MORE THAN 56L55. MUST HAVE TW0 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES EVAN( BE SLACK 2. TERMINALS OR: ( SERVICES WEIGHING MORE THAN 56LBS. MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM HE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. SPRINKLER NOTES: I. FOR GE-INGS AITHOI T RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RINIi'7, SLEEVE OR ADAPTER THROGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AL LEAST I;' IM ALL HORIZONAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN AGGOMMODAT,. 1 FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. EFI "" 1 04 1 L SCALE;: 1/45"=1 COUNTER SLOPE/SPLAYED SEISMIC BRACING WIRE ATTACHMENT, SEE ATTACHMENT DETAILS THIS SHEET REFLECTED CEILING PLAN LIGHTING NOTES PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE DEPARTMENT, IF APPLICABLE. CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL THERMOSTAT LOCATIONS. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING. LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE EMERGENCY LI EHTIN6, STROBE LIGHTS, AUDIO - VISUAL ALARMS, TO MEET ALL APPLICABLE CODES. CONTRACTOR TO VERIFY ALL SWITCH LOGATICN5 WITH TENANT PRIOR TO INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA 15 BIDDER DESIGN. SWITCHE INDICATED ON DRAWING FOR OPEN AREA ARE FOR REFMENGE ONLY. CONTRACTOR SHALL PROVIDE SEISMIC BRACING 0 ALL RELOCATED LIGHT FIXTURES. CONTRACTOR SHALL PROVIDE LAMPS Mf RATED HOUSINGS WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION OR PROVIDE GM TENTING PER LOCAL CODE REQUIREMENTS. LIGHTING LEGEND F - 1 EXISTING 13/5 2 x 4 FLUORESCENT LIGHT FIXTURE TO REMAIN RELOCATE EXISTING 5/5 2 x 4 FLUORESCENT LIGHT FIXTURE INDICATES 24 HOUR FIXTURE WITH INTERNAL BATTERY BACK -UP FOR EMER&ENGY LIGHT SWITCHING - CONTRACTOR TO VERIFY PATH LIGHTING AS REQUIRED 0 ILLUMINATED EXIT 516N - DIRECTION OF ARROW il_,1 B/5 MAC VENT EXISTING LOCATION -SHOWN FOR INFORMATION ONLY -ALL CHANGES UNDER ® - SEPARATE PERMIT B/5 SPRINKLER EXISTING LOCATION- SHOYIN FOR INFORMATION ONLY -ALL CHANGES UNDER • SEPARATE PERMIT EXISTING B/5 FLUORESCENT DOWN LIGHT 1 ' B/5 SINGLE SWITCH I/O INBOARD /OUTBOARD SWITCHING E EXISTING TO REMAIN LIGHTING CALCULATIONS F ISTING T• ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SHOWN ARE TO REMAIN. 0 N NEW NOTE: CONTRACTOR TO RESE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE. CONTRACTOR TO RESWITGH / RECIRCUIT LIGHT SWITCHES AND LIGHT FIXTURES AS NEEDED. ALL EXISTING LIGHT FIXTURES TO REMAIN WITHIN TENANT SPACE, NO PROPOSED CHANGE IN ENERGY USAGE. OO8110 INIPW sq1 cm 000 m \IOAG I SD" RE C o planning interiors architecture DESIG 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 - 774 -8219 ON DAVV4A Dl STATE OP W PROJECT NAME EXP. 03 -03-09 KPI BRIDGE RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 1 SUITE 102 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON issmasimsessommuni DESIGN TEAM PROJECT NO.: 08.166 PRINCIPAL: CK DRAWN BY: VSS CHECKED BY: CK SHEET NO. rirammirrissiml ISSUED /REVISIONS 9 -3 -08 ISSUED FOR PERMIT PROJECT CONSULTANTS RECEIVED SEP 04 2008 PERMIT CENTS F A2.0 NELL SHEET TITLE REFLECTED CEILING PLAN+ AND DETAILS