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HomeMy WebLinkAboutPermit D08-127 - REMEDY STAFFING - TENANT IMPROVEMENTREMEDY STAFFING 16040 CHRIST'ENSEN RD STE 101 D08.127 Parcel No.: 2523049039 Address: 16040 CHRISTENSEN RD TUKW Suite No: Cit f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: REMEDY STAFFING Address: 16040 CHRISTENSEN RD, STE 101 , TUKWILA WA Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Phone: Contact Person: Name: APRIL FILIPPI Address: 22002 64 AV W , 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 - 127 Issue Date: 04/10/2008 Permit Expires On: 10/07/2008 Expiration Date: 03/04/2010 DESCRIPTION OF WORK: MINOR INTERIOR DEMOLITION, NEW DEMISING WALL, NEW ENTRY (TENANT) DOOR, NEW INTERIOR DOORS, RELITES, AND PARTITIONS Value of Construction: $21,000.00 Fees Collected: $714.83 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC - 10/06 * *continued on next page ** D08 -127 Printed: 04 -10 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: Print Name: doc: IBC -10/06 N City Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -127 Issue Date: 04/10/2008 Permit Expires On: 10/07/2008 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: 1 % X Date: c - I I i/o 101 I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied h, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. f Signature: Date: 1 t 0 C D Z ' P -- DS 5 -i' -EN (ON This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -127 Printed: 04 -10 -2008 Parcel No.: 2523049039 Address: Suite No: Tenant: 16040 CHRISTENSEN RD TUKW REMEDY STAFFING 1: ** *BUILDING DEPARTMENT CONDMONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS • Permit Number: D08 -127 Status: ISSUED Applied Date: 03/10/2008 Issue Date: 04/10/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: 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 CONDITIONS * ** 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 D08 -127 Printed: 04 -10 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us • 15: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 16: 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) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 21: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: 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) 24: 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) 25: 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) 26: All new sprinlder 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 sprinlder 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) 27: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 28: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC doc: Cond -10/06 D08 -127 Printed: 04 -10 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 104.2) 30: Local U.L. central station supervision is required. (City Ordinance #2051) 31: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 32: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 33: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 34: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 35: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 36: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 37: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 -575 -4407 for ordering information. 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 41: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 42: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 43: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 44: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table 716.3.1) 45: 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. 46: 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) doc: Cond -10/06 D08 -127 Printed: 04 -10 -2008 ® • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 47: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 48: To schedule all construction fire - related inspections send an e -mail to fireinsprequest ©ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 49: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 50: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -127 Printed: 04 -10 -2008 � r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: - Date: 1 I ( ( d Print Name: > � V &(ToN doc: Cond -10/06 D08 -127 ordinances governing or local laws regulating Printed: 04 -10 -2008 SITE LOCATION Site Address: I (J li n (iV y i i 71C ra g D Tenant Name: /I ! IL .A me • A Property Owners Name: 6 • OVliCt7 pro. ' _ ii Mailing Address: l(0 `�l ��1 D �1��� 1 la L&)A- �l State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: r v-- • Day Telephone: Z/ 2 Mailing Address: zzon G` J ' f'f�i (j Mourti")ci_ % p�rrace 1,0A- City State E -Mail Address: Company Name: E -Mail Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup:.': wit'w. ci. tuk\vila. 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 ** TIC ID Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Ca VI Of Q: \Applications \Forms - Applications On Line U-2006 - Permit Application. doc Revised. 9 -2006 bh Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) pos King Co Assessor's Tax No.: 2 -3~f _ O?ci Suite Number: 10 / Floor: City New Tenant: - J Yes ❑ ..No State Zip u Fax Number: 26 - 774-i -?2,1 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: city Day Telephone: Fax Number: Expiration Date: Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Mailing Address: 2067.- 6i 1 Ai VV A4001-4-1 l[p. F' orp t,, J A D/3 City /fin Scat Zip Contact Person: Apr I I 1f � p) i Day Telephone: '"i LJ 7 6 — e77�t� a r 1 I \ e c 6 Vl r� O l' � ��� , a x Number: q25 7741 —S) Z /6-1' ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Z I , OD Existing Building Valuation: $ Scope of Work (please provide detailed information): WI MO Y I 1 }? sr o r 6.2wI (1)i-j - 1,':24,0 Ioi i IAA.[ .w l4e41a41 - 1 - . ) (400V nef le Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes ❑ No If - yes", explain: FIRE PR9TECTION /HAZARD9US MATERIALS: Sprinklers I mo/ Automatic Fire Alarm ❑ None ❑ Other (specify) ❑ Yes No If "yes'. attach list of materials and storage locations on a separate 8 -1 2 "x II " paper including quantities and Material Safe ata Sheets. Will there be storage or use of flammable, combustible or hazardous materials in the building? SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplicanons\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised 9 -2006 bh If yes, a separate permit and plan submittal will be required. Handicap: Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per [BC Type of Occupancy per IBC I S` Floor l�/ / ^ �/'„ I �J <J ■ , \ ' e v /U \ '\ 115) r Floor r (rU.J \ \ Floor `\ \ 3 rd Floors thin ` 1 \ Basement ` t Accessory Structure* ` 4 Attached Garage �� Detached Garage Attached Carport I Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Z I , OD Existing Building Valuation: $ Scope of Work (please provide detailed information): WI MO Y I 1 }? sr o r 6.2wI (1)i-j - 1,':24,0 Ioi i IAA.[ .w l4e41a41 - 1 - . ) (400V nef le Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes ❑ No If - yes", explain: FIRE PR9TECTION /HAZARD9US MATERIALS: Sprinklers I mo/ Automatic Fire Alarm ❑ None ❑ Other (specify) ❑ Yes No If "yes'. attach list of materials and storage locations on a separate 8 -1 2 "x II " paper including quantities and Material Safe ata Sheets. Will there be storage or use of flammable, combustible or hazardous materials in the building? SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplicanons\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised 9 -2006 bh If yes, a separate permit and plan submittal will be required. Handicap: Page 2 of 6 V. PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW OR AUTJIOIl D AGE Signature: �� Date: Print Name: i 1 I Day Telephone: 1 -12 ' G 7() ^( L C Mailing Address: �Q `�I ' i V I L i q Date Application Accepted: 6 1 ol) Q:Wpplications\Forms- Applications On LineU -2006 - Pemat Application.doc Revised 9 -2006 bh City T -r CL/ State Zip Date Application Expires: DL holy Staff Initials: Page 6 of 6 i Parcel No.: 2523049039 Permit Number: D08 -127 Address: 16040 CHRISTENSEN RD TUKW Status: APPROVED Suite No: Applied Date: 03/10/2008 Applicant: REMEDY STAFFING Issue Date: Receipt No.: R08 -01129 Initials: JEM Payment Date: 04/10/2008 12:17 PM User ID: 1165 Balance: $0.00 Payee: UNICO PROPERTIES LLC TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description rinn: RPrpint -OR Payment Check 6645 435.00 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: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/322.100 430.50 000/386.904 4.50 Total: $435.00 Payment Amount: $435.00 '•;34 04/10 -71i TOTAL.. 435.00 Print44• 04- 1n -2nnR Parcel No.: 2523049039 Permit Number: D08 -127 Address: 16040 CHRISTENSEN RD TUKW Status: PENDING Suite No: Applied Date: 03/10/2008 Applicant: REMEDY STAFFING Issue Date: Receipt No.: R08 -00681 Initials: JEM User ID: 1165 Payee: CONNELL DESIGN GROUP, INC. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.cLtukwila.wa.us • City of Tukwila TRANSACTION LIST: Type Method Descriptio Amount don.: RPraint -OA Payment Check 15470 279.83 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 279.83 Total: $279.83 Payment Amount: $279.83 Payment Date: 03/10/2008 12:36 PM Balance: $435.00 9666 03/10 9710 TOTAL 279.83 Printart• (13 -1(1- 9(1(18 Pro /yteGiGaf�[! Type of Inspect Address: / /('9b effee5TAA1 a 2O Date Called: Special Instructions: 1 6 Date Wanted: j /62 Q� p.m. Requester: Phone No ,.2O6-?B(-35z1- INSPECTION RECORD Retain a copy with permit LM-'z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 PERMIT NO. Approved per applicable codes. ❑ Co ctioris required prior to approval. COMMENTS: r ,,' &o (f Inspe or: r . Date / 6 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection' fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: I/ Project: AP ik 44. 1 Type of Inspection: Address: Date Called: Special Instructions: / Date Wanted: / .S - / (-Jg• a p.m. Requester: Phone No: DOCr 12-7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑Corrections required prior to approval. COMMENTS: L\v, Inspec r: Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: !Date: h ProjNt: c V— g �NEZ� ✓TAl [ 1'_i Type of Inspection: r, ' �► 1" 1C. i 'V lei Address: I&! :• I o C hii sT 56 tealled: Sp ec'' I Instructions: ` f Date pnted: — l y — C� � .. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)08-1z_7 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: -Acc gY 6 f■ LC � ( e Inspect' r: A(N $58.00 REINSPECTION FEE SQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: Date: w..e- �•� - ..v--- . -...- - -_. __:..Ls.. ...ye'tis.,s_.. ,rtV.r..l_...._:. -... -.-.. - .X•6:r�. -. i:.r_. �•.s� ._ COMMENTS: Type of Inspection: .5044 Contact Person: Cliff Address: /6 Chr, rw Stn Suite #: Special Instructions: Phone No.: - Monitor: __ Pre -Fire: Permits: - ° 9 Ok 4 0 Calhei 5pi11.16n .. •.., . .:..,...,„ „... ..,......,.....„ r F .•F,_! . - • • ..; !....•L r • ' . s ay:u i ... 4 4,.• 1 : % f.,; f . .i i. .a.. . a,t .. • . . • Project: R e. j .4 h5 Type of Inspection: .5044 Contact Person: Cliff Address: /6 Chr, rw Stn Suite #: Special Instructions: Phone No.: Needs Inspection: Sprinklers: 4 Fire Alarm: Hood & Duct: -- - - - - -- - - -- - - - - - -- - - - - -- - -- - Monitor: __ Pre -Fire: Permits: - ° Occupancy Type: s • INSPECTION NUMBER R Approved per applicable codes. ,I: INSPECTIW4 RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206 =575 -4407 n Corrections required prior to approval. Inspector: 5 ( ', ' I Date: S/570, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from th City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1 /13/06 T.F.D. Form F.P. 113 Project: /76 tea- - Type of Inspection: Address: //00 C,4 Suite #: fay Monitor: i, . �✓ Contact Person: C/ / - 4 Special Instructions: Phone No.: 7-e4g 1,84 g 31z-6 Needs Shift Inspection: 44 s ixWD Sprinklers: y Fire Alarm: Hood & Duct: it Monitor: i, . Pre -Fire: Permits: Occupancy Type: ' INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407 ..,gfAlproved per applicable codes. COMMENTS: • ._...--.. --_,.. - ..,..._..a..__....••• .a . a. -_... e.. - +.,_ r .. a, • .e..• .F. w - eL - - . es . . - a --e UI /5/2 Date: s1/s/0B • / Hrs.: $50.00 REINSPECTION FEE REQUIRED Yob will receive. an invoice from e City of Tukwila Finance Department. Canto schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 Div.4;k40 as uea:yr:.�Mrrr�nr?f,rti ivca ns t!w PERMIT NUMBERS I I Corrections required prior to approval. T.F.D. Form F.P. 113 ACTIVITY NUMBER: D08 -127 DATE: 03 -10 -08 PROJECT NAME: REMEDY STAFFING SITE ADDRESS: 16040 CHRISTENSEN RD X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ir Bui ng [vision lic Works 5 fu6, 9 2-11-00 Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 ` PERMIT COORD COPY al PLAN REVIEW /ROUTING SLIP )(I 3•l e) Fire Prevention Structural ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete M Incomplete Structural Review Required DATE: DATE: Rix 3-114g: Planning Division n Permit Coordinator DUE DATE: 03-11-08 Not Applicable No further Review Required Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: n DUE DATE: 04 -08 -08 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: 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 I GENERAL Specialty 2 UNUSED Effective Date 2/26/2001 Expiration Date 3/4/2010 Suspend Date Separation Date Parent Company Previous License NIELSCt 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 SRS1008614 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 SRS1008614 02/26/2002 Until Cancelled $12,000.00 03/04/2002 Look Up a Contractor, Electri. or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= GATEWCS992C3 04/10/2008 GENERAL NOTES I. 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. 2. 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. a 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 DEFENP, INDEMNIFY AND HOLD THE DESIGNER HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. 4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A GLEAN (BROOM) CONDITION AT ALL TIMES. 5. 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. 6. 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. 7. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. 8. ALL DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD UNLESS OTHERWISE NOTED. q. 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 IS INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. II. 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. I. 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 COMPL -E1 trV. 15. ALL WORK SHALL BE 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) PAYS AFTER NOTICE IS GIVEN. 16. LATHING, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER 25 OF THE 2006 [B.C. 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. 25. 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 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 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 6635, 0636. 27. 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 17ETECTORS, 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 HVAG SYSTEM WHICH CONFORMS TO THE OWNER'S HVAG SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ROOF- MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. 50. 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 PISCREPENCY , 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 ACCOUS. ACT. ADJ. A.F.F. APPROX. ARCH. BLK. BD. BLDGJBLO. B/5 G GLDG. CL OR G GLKG. COL. CONT. GONG. GONST. CONTR. CY I. D. DEPT. DET. PIAG. PIA. DIM. DBL. DWG. D.F. RIFF. 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.0.1.0. FT. GA. GALV. GL. G.W.B. GYP. H. HG. HPIND. HP. HM. HORZ. HT. H B.G. NOD. NCL. NFO. NSUL. NTR. JAN. JB. JT. VICINITY MAP ACOUSTIC /ACOUSTICAL ACOUSTICAL TILE AD.JJST /ADJUSTABLE ABOVE FINISHED FLOOR APPROXIMATELY ARCHITECTURAL BLOCK/BLOCKING BOARD BUILDING BUILDING STANDARD CABINET CEILING CENTER LINE CAULKING COLUMN CONTINUOUS CONCRETE CONSTRUCTION CONTRACTOR CARPET GOLD 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 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 NCANDESCENT NCLUDE NFORMATION NSULATE (D)(ING) NTERIOR JANITOR JUNCTION BOX JOINT LAM. LAY. L. LTG. LT. LGJL. MAT. MAX. MPG. MECH. MED. MIN. MIN. MISC. MTD. MTL, MW. N. N.I.C. N.T.S. NO. OFF. O.G. OFF. O.F.C.I. O.F.O.I. PT. PART. P.P.L. PL. P. LAM. PLY. Q.T. QTY. R.B. R. RAD. REF. READ. REV. R.O. RM. S. SECT. SET. SIM. SPEC. S. STL. SST. STD. STOR. STRJ)C. SUSP. SW. TEL. TEMP. TYP. UL. U.P.G. VOL. VAR. V.G.T. VERT. Y.P. wJ3. W.G. P. W. WT. YV/ 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 PANEL (ED) ) PARTITION POLISHED PLATE GLASS PLATE PLASTIC LAMINATE PLYWOOD QUARRY TILE QUANTITY RUBBER BASE RISER RANGE RADIUS REFERENCE REQUIRED REVISED/REVISION ROOM OPENING STAIR SECTION SHEET SIMILAR SPECIFICATIONS/ SPECIFIED SOUTH STEEL STAINLESS STEEL STANDARD STORAGE STRUCTURAL SUSPEND/SUSPENDED SWITCH TELEPHONE' TEMPERED TYPICAL UNDERWRITER'S LABORATORY UNIVERSAL PLUMBING CODE V VINYL COMPOSITION TILE VERTICAL/VERTICALLY VENEER PLASTIC WOOD BASE WALL COVERING WEIGHT WIDE WAITER HEATER WEIGHT REVIEWED FOR APPROVED COMPLIANCE S B AR 2. 0 no Of Tukwila LDX G DIVISION No chant of wo NOTE: Re* and may ii PROJECT DATA PROJECT ADDRESS: GOVERNING CODE: USE ZONE: OCCUPANCY: CONSTRUCTION TYPE ENERGY CODE: ACCESS CODE: PLUMBING COPE: 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 101 - 2546 SF VACANT SUITE 100 -- GiBS SF LEGAL DESCRIPTION KING COUNTY PARCEL 1.11JNE3ER: BUILDING I - 16040 CHRISTENSEN AVE. - 252304 -6109g MD 252304 - 4 10lb KING COUNTY PARCEL M R: BUILDING 2 - 16000 GHRI5TENBBl AVE. - 252304 - KING COUNTY PARCEL NIMBER BUILDING 3 - 16300 CHR15T13 1 AVE. - 2523O4 Thai portion of the W.H. GIIIiam Donation Lord Claim *40 and of the southwest quarter of the soultrsest evertor of Section 24, Tarwa1+lp 25 North, Rage 4 East, W.M., and of Goverment Lot I in Section 25, Township 23 North. Rage 4 East, Y04., in King County, WaeNngtan, more ticulorly described as follows: Getmencing at the nordreest corner of Pcrcel 2 of city of Tukwila Short Plat M"r6 -I6-s6 as recorded under King eaw,ty Recording No. 74060'30096; thence south 64• ' S2" 2496 feet to a point of curvature: thence easterly 16800 feet along t are of a tangent curve to the left, having a radius of 0 995.00 feet, °rough a central =jig of TT ii' 42' to the true point of inning; thence continuing easterly 14697 feet along- the arc of es ear - tangent curve to left, having a raid* oP 455.00 feet, the radius point of which bears north • 92' 26" east, tlreuq+ a cadre! wigles of Owl" 00' 01b to a point en saki curvet thence north 06 94' 56" east, 66.20 feet to a point of curvature' thence northeasterly 696 feet along the arc of a non-tangent to the having a radius of 62..00 feet, the radius poht of :Mich bears south 22 05' 50' Cost, t#rove#i a central angle of 06. 20' 90' to a point of reverse curvature, thence northeasterly 25.15 feet al tie arc of a tcrigent curve to the left, having a radius of 20 feet, through a central angle of 72 05' 25' to a point of tangency, thence north 02' IV 57" east, 0.99 feet; thence south 67' 46' 25' east, 6.61 feet, thence north 02' 19 51' east, 106.V feet; thence north 71' 04' 01' east, 5122 feet; theses north 46' 95' 00' east, 6021 feet; thence south 24' 49' 00' east, 110.00 feet; thence north 48 19' 41' east, 55.00 feet; thence south 41 40' la' east, 46.14 feet, thence south 209 47' 54' east, 44.64 feet; thence south 05' 44' 56" rest, 40,46 feet thence south 24 09' 58" wet, 46.91 feet; thence south 59• la' 22" meet, 6285 feet; thence south 52' 31' 34' west, 5930 feet; thence south 95' IS' 26' wet, 51. 19 feet; thence earth 99' 40' 01' nest, 6922 feet, thence south 40 00' 24' west, 66.54 feet, thence south 21' C1 94" west, 55.76 feet, thence south 5r Ib' 48' west, 11.29 feet; thence north tr 23' 04' reset, 10539 feet; thence north 12 54' 56' east, 28.00 feet, thence north 17• ter' 04' west, 9039 feet to a point of curvature thence sauthwsterly 52.96 feet along the arc of a wit curve to the right, having a radius of 920.0 feet, the radius point of which bears north 6q' 42 54" nest, drought a central angle of O4 28' 59' to a point of thence south 29 46' tae' west, 49.96 feet; thence north 60 14' 60" west, T7.1 Met( thence mouth 89• 46' 00' west, 24.61 feet; thence south 00' 14' 00' east, 630 Peet, thence south 89 46' 00' west, 29.30 feet; theme north 00 14' 00' west, 14450 fast, thence south 84• 46' 00" nest, 29.50 feet, thence north 00' 14' 00" west, 94.00 fest, theno. north 16 05' 55" east, 20.97 feet to a point of curvature, thence southeasterly 9A �, 9 feet along the arc of a t curve to the left, having a radius of 96850 feet, the radius port of which bears north 16 05' 55' east throw a central ogle of 00' 53' 29' to a point on said curve; thence north 15' 52' 26' soot 5830 feet to the true point of hnifg EXCEPT that portion thereof lykig relthin the 50 foot Cy of Seattle Pp .elts right - ref -way as recorded under King County [Recording No. 4106155. (ALSO KNOW{ AS revised Lot I, GIN of Tuloilla baundery lie °Oakmont No. 81- 40-BLA. recorded under King Carty ty Recordi g Ho. 112160544 said boundary nee being a revision or Cl of ufc11 wila baxt�ary Ib adjustment No. SI- t-HLA, recorded under KIN County !Retarding No. 8102050589, which revised GIN of 'fl II Short Plat Mo. 7D -16.63 r under King County Recording No. 1406050098, also recorded under King country y Recording Noe. '7906050041 and 7406050099); TO5ETFEi WITH a 24 foot Ingram, egress, ad utilities easement over a portion of Revised Lots 9 of said Ginty of 'UAW bc line aiJustr e t No. 94-40-BL lying 12 feet an each side of the following described centerline Com nsncq at the norltwsst corner of Parcel 3 of said G4 of TUkwIIa Short Plat No. 78- 16-54; thence south 00 14 ' 00 ' east, 097.090 ...t the point 6P beglmi q of this tentsrline description; t#ence north 64 46' t wart 184 fast to port 'D'; thennce aan*vhg north 69 46� 00" exit, 2200 test, tt nce north 2' ' 46' 00' t,1445.56' , 149.96 fe et to a ppooint cahoot r ; thence 8erh 63!59 fe et au nt thne era of a t cax ant curv to thus left, having a radius of 920.00 Pest, through, a central angle of II 44' 10' to the end of this centerline description; ALSO TOGETHER WITht a 25 foot ingress, agrees, and utilities easement over a portion oP Revised Lots 2 ad 5, said Tins adl unrtment No. 81.40 -BLA, Tying 123 feet on .doh side or the following deserted centerlw ;Beginning at Port 'D", thence north 00 14' 00' west, 226.00 feet to the end of this centerline descriptions AL TH a 24 foot ingress, egress and utilities easement, &rear a portion of revised Lot 2, said boundary Ins adjustment his. 61-40-15L A, Tying 12 feet en each side of the Polbwing dsered centerline; Commereig at the southwest corner of Pavel I of said City of Tut rilIa Short Pkrt No. 116 -16•S6 thews north 00' 14' 00' mat, 21.47 feet to the point of imrg of this centerline description ;1riernce a la southeasterly 48.10 Peet along the arc of a non- taxjent curve to the havig a radius of 55.00 feet, the radius poisouth earth 00 14' 00' week throe a central angle of 44' 54' 08' to a point of r urrva .re thence southeasterly 51. a along the arc of a curve to the left, having a radius of 10000 fast, through a central angle of 21 14' 31" to a point of curvature; thence southeasterly 254.41 feet lane] � no t the having a radio of b2 feet, the radius port of wink h bears north 23' 56' 01 east throw, a central ogle of 15 05' 50' to a port of urvature, thence n nterhy 49.19 feet along arc of a n- tarcgent carve to the left, having a radius of 60.00 Peet, the radius pont of which bars north O8 52' 06' east #sou j, a central angle of 50 56' 06' to the end of this centerline description. eaaCt3 2, That portion of the W.M. Gilliam Donation Land Claim No. 40 and of the southwest cleaner of the southwest quarter of Section 24, Township 25 North, Range 4 E t,, W.M., and of Goverment Lot I h Section 25 Township Merge 4 East, WM, in King Grunts, t'hshingt mow. perttcularly described as follows. Begini at the southwest corner c' Peel I_ot . crhl of iub.dla Short Plat No 18 -I6-SS as recorded under King Gourty No. 1906050096; thence north 00 ' 1 rest, 188.41 feet; thence south 6q' 47' 00' east, 100 feet; thence north 00' 14' 00" west, b theat feet; the north 10' 94' 00' nest, 1757 fast; thence struth 6S 07' 11' east, S15.05 feet; thence south 42' 04' t70" east, 1022 fast; thence south 51 57' 21" east, 102.40 feet; thence south 64' ' 20' east, 12120 foot; therms north 11' 04' 07" rapt, 25.00 Pest; thence south 02' 15' 97' rust, 106.71 fret, thorns north e7' 46' 29 west, 667 feet; thence south 02• IS' S7' west, O. feet to a point of curvature' then;* southwesterly 2515 feet along the arc of a tangent curve to the havtn a radius of 20,00 feet, througtn a central masks of 12' O5' 25' to a pont of reverse curvature; thence southw.stery t 696 feet along • arc of a art curve to the left, having a radius of 6200 far a control =o at 06 20' 90' to a port an said carve,'thence south 06 54' 56" west, 66.22 feet to a port of curvature ; thence ner#w s terlyy 14627 feet, along the arc of a non- talg.nt curve to t ri *, hiavig a radius of 0995.00 Peet, the radius point of which bears north 06 52' 25' east, through a central angle of o4" Po' oI' to a port on said curve thence *odd I!i'' 52' 26' nest, 55.50 feet to a point of curvature; thence westerly qA8 feet along the arc of a non-tangent curve to the �, having a radius of 465.50 feet, the radius port of rfnich bears with IV 52' 26' east, through a central angle of 00. S9' 24' to a point on said curve; thence south 16 OS " west, 20.97 feet; thence south 0O. 14' •O' east, 9400 fret, thence north S4 46' 00' east, 2450 feet, then.. south` 00° 00" east, 14450 feet; thence south 841' 46' 00" west, 6'Wo fret; thence WWI 00 14' 00" east, 630 feet; thence south 69 46' 00' nest, 11530 feet to Point'A "; thence north 00 14' 00' met, 541.00 feet to the port of beginning. EXCEPT that porticn thereof lyig r rthr the 50 foot Glty of Seattle Pipeline Right- of-nay as recorded urd.r King Carty No. 4I06I5 (AI-40 KNOW AS revised Lot 2, Cibi of Tuiwlla boundary Ile adjustment No. 61- 40 -HLA, recorded under King County Recording No_ 6112160540; sand bounden line being a revision of C14 of it tI boi id j Ire ad/rek ant No. 61 -1-ELA recorded under Ding Gory I cordlg No. 610205059A, reach Revised City of Tukwila r t Plot No. 70-16-55, recorded under Kling county No. 790605= also under King Cdurty Recording Nnrnbers 7406050091 and 740605009 TOGETkER WITH a 24 foot ingress, .grew, aid utilities easement over a portion of revised Lot 5 of Cify of Tukrino Adjorstment th No. SI -4Q-CL lying 12 f..t on each skine of the following described centsrlle. Gom enckiq at Por .s t'A• as dcribed above thence south 00 14' 00' east, 15.00 feet to the port of beg- of description; ence north 8q' 46' 00 east, 4650 feet to Pantile', thence continuing north 69• 46' 00' east, 69:00 feet to Por e t'G'; theories. e cantwrg north S4 46' 00' east, 64.00 fast to Port r ti+ere. with 84 46' 00' east, 12.50 feet to the end of tints centerline d.scrlptlonr ALSO TOGE ER WITH The talbwlg 25 foot ingress, egress oral utllltiee easements over portion of revised Late I and 9 of Gibs of Tukwila boundmy Ih. 04f/elmernt No. 61- 40-BLA lying 123 feet on each skids of the following described centerline; Brghing at Point ", theme north 00 14' 00' suet, 75.00 feet to the end of this centerline description, Begins g at Port'G , thence north 00 14' 00' meet, 9630 feet to the end of this centerline description B.ghming at Point'P', thence with 00' 14' 00' west. 22600 feat to the end of this centerline description. rAIRGEL 51 That partial of Goverment Lot I h Section 25, Tanrrhip 29 Forth, Rc rg. 4 East, W.M., in King Carts, Washington, more particularly described ce follows. Beginning at the Southwest cone of Parcel 4 of City of Tukwila Sheet o Plat h v rack* as recorded 40 antler P. the county � of wh b. U. 14 00 q r uig'n central feet o 00 to a point of reverse Is feet e northerly 4139 fe curve to the the are e left, a us f 00 north the radius a trrnga cirve to rk# fart; l S 46' 0 e a feet; theme north 00 14 00 mot point O north S9 46' 00 4' I eass 2 4.61 feet; t hence south 60' 14' 00' oast .Ieast eet to Pf..t; thence north p 14' 00' nest 8 thane north 211 46' 00' east 4 Net to a port of curvatrr.; thence northerly 52.46 feet along the art of a tangent curve to tea loft, having a radius of 520.00 feet, through a central angle of 09 25' 54' to a point on said curvy; thaws south 11' 25' 04' east wag feet, thence south 12' 54' 56' west 26.00 fort; thence south 17" 25' 04' sag 10539 feet; then. south 51 16' 45' nest 1109 feet; thence south 54 S1' 52 nest 6034 test; thence earth 50' 51' 21' nest 61.75 Met; thence south I5. 16' 05' rest 53. feet; thence south 15' 57' 27' meet 51.62 feet; thence south 19 46' 40" meet 54.55 feet; thence south 00' 96' 22' east 62.39 feet; thence south 00' IS' 509" nest 41.21 felt, thence south or 59' 16' east 53.11 feet; thence south 18 21' 46' east 56.57 feet; thence south 21. 51' 11' east 6.24 feet; thence north e4 41' 00' west 345.54 feet to the part of beghnhg. MEENG KNOWN AS revised Lot 5, of City line of Tukwila boundary l adjustment No. 6I- 40-BLA as recorded under King Gouty being- No. 9I12I6C 4O, be a revision of boundary Ire adjustment No. 81 -t-5I '; as recorded under King Gouty Pacordin9 No. 61�05c eSq. v revised City of Tuhwna Short Plat No. 16 -16-55, retarded under King County Pacardlrg No. 7406O also recorded under King County Recording Noe. 7906050097 and 19060500991 TOGETHER PI1T14 a 24 foot ingress, egress, and utllfty easement over a portion of revised Lot I of City of Tukwila Boundary Lie Adjustment No. 94- 40 -13LA, lying 12 feet on each side of the tenoning dowelled centerline Canrrencing at Poht'E" as described above. thence north 2q• 46' 00' East 44.96 fat to a point of curvature; thence northerly 65.58 feet along five arc of o tangent curve to the left, having a radius of 920.00 feet, through a central angle of II 44' 10' to a point on said curve; thence south 17 25' 04" East 50,00 feet to the and of this centerline description. SITE PLAN REVISIONS shall be made to the scope k without prior approval of twita Building Division. ons will require a new plan submit' elude additional plan review fee 16040 CHRISTENSEN RD BUILDING #1 - SUITE 101 TUKWILA, WA ciei8e 2006 I.B.G. (STATE OF WASHINGTON AMENDMENTS) TUC B : V -N -FULLY SPRINKLERED 2006 WASHINGTON STATE ENERGY CODE ICC /ANSI AI17.1 -2003 2006 U.P.G. SEPARATE PERMIT REQUIR ED fOR iff Mechanical i Electrical Plumbing EM Gas Piping City of Tukwila BUILDING DIVISION 1. IN ,, CITY PARK 4 111 NI R:F. t. 41 C IIIIIIIIIIIIIIIII IIIIIIIFIIIIIIIII111 I IIIIIIIIIIIIIIIIIIIIIIIIIIl ui IIUIIIIIIII�I CHRISTENSEN READ C IIIIIIIIIIIIIIIIIIIIIlUll111(� ( �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIf IIIIIIIIIIIIIIIIIIIIIIIIIIIIIU Ulllll IIIIIIIIIIIIIIIIIIIL iiiiiiuuuuinliin n iiuuu�r �ur � DRAWING INDEX TI.O COVER SHEET TI .I EXITING PLANS -FIRST FLOOR AI.0 PARTITION/ELECTRICAL/PHONE /DATA PLAN A2.0 REFLECTED CEILING PLAN 4 CEILING DETAILS BUILDING 1 - FLOO ` NE KEY PLAN Plan review approval Is sotto errors an I omissions. Approval of coon documents does rf t atdhorize the violation of any adopted code or ordinal ae. Receipt GQ NTRA T i fteCcpyand coal= be nowledged: SUITE -ICI By Date:, L I1IIlIIIIIIIl1('JIIIIIIIIIIIIIIIIJI I I I I I I I I I I I I I I I ifi 11 I I I I I I I I I I IU 7 '0 ?- iC' yi - or: LL-10 - BUILDING of Thkwfla LDING DIVISION Co N planning interiors architecture DESIG 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 -670 -6706 F: 425 -774 -8219 REGISTRATION 467'8 n PROJECT NAME PAUL STATE OF REMEDY STAFFING RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 1 SUITE 101 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON 98188 DESIGN TEAM PROJECT NO.: 07.184 PRINCIPAL: CK DRAWN BY: VSS CHECKED BY: CK ISSUED /REVISIONS 3 - - ISSUED FOR PERMIT PROJECT CONSULTANTS SHEET TITLE COVER SHEET SHEET NO. RF CITY OE T ukvvkA MAR 10 2008 PERMIT CENTER T1.0 12,4- r SCALE;3/32 =1 -0 CONTRACT THIS SUITE EXITING PLAN -FIRST FLOOR 4 poq. 121- CODE COMPLIANCE APPROVE MAR 2 0 2008 _ City Of Tukwila ILD : DIVI ION CO planning interiors architecture DESIG 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425 - 774 -8219 mimg REGISTRATION PROJECT NAME N l FEsT REMEDY STAFFING RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 1 SUITE 101 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON 98188 DESIGN TEAM PROJECT NO.: 07.184 PRINCIPAL: CK DRAWN BY: VSS CHECKED BY: CK ISSUED /REVISIONS 3 -10 -08 ISSUED FOR PERMIT PROJECT CONSULTANTS SHEET NO. PAIA. A STATE CF SHEET TITLE EXITING PLAN T1.1 NELL RF..7 .w , CITY OF 1uKvviLA MAR 10 2008 PERMIT CENTER DOOR SCHEDULE DOOR # RATED WIDTH HEIGHT TYPE`` MAT. FINISH HARDWARE REMARKS 102 - 3' -0' B/5 A B/5 B/5 HW 103 - 3' -0' 13/5 A 13/5 INS 14W-2 RELOCATE DOOR 4 FRAM 104 - 3' -0" B/5 A 5/5 B/S HW-I 106 - 3' -0' B/5 A WS B/5 HW-I 107 - 3' - 0" B/5 A 15/5 B/S W4-I RELOCATE DOOR 4 FRAME 108 - 3' -0' B/a A B/5 B/5 HW-I III - 3'-0" B/5 B 5/5 B/5 14W3 DOOR TYPES HARDWARE TYPES - VERIFY W/ OWNER B/5 SOLID DOOR GORE E3/5 20 GORE ENTRY MIN soup DOOR -I - 'TENANT INTERIOR, LATCHING 14W3 - TENANT ENTRY W/ CLOSER 1i"1' -2 - ANT INTERIOR LOGKINEr NOTES: I. ALL DOOR AND DOORWAYS SHALL COFNF LY WITH ICE /ANSI AII1.1 - 2003 404 CODES 2. MAMJF. = BUILDING STANDARD 3. CONTRACTOR TO REUSE AND RELOCATE EXISTING DOORS AND HARDWARE MERE POSSIBLE. 4. ALL DOORS TO BE EQUIPPED KITH LEVER-TYPE LATCHING HARDWARE OR OTHER APPROVED HANDICAP ACCESSIBLE CONFIGURATION PER IGG /ANSI 404.2.6 AND 4042.1. 5. ALL DOORS TO BE OPERABLE FROM 11 INSIDE WITHOUT A KEY OR ANY SPECIAL itNOi - EDGE OR SORT. 6. EXISTING DOORS TO REMAIN. 1. THRESHOLDS AT DOORWAY SHALL EE 1/2' MAX IN HEIGHT PER IGG /ANSI AI1.I -2003 SECTION 4042.4. 8. FIRE DOORS SHALL HAVE THE MIN. OPENING FORGE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. PER ICE /AF51 AII1.I -2203 4042S. r ( , r L 0 ® ,V...... - ,6. NEW RE � � 100 1 SCALE: I /W =1' -0" = DEMOLITION PARTITION NOTES PARTITION LEGEND EXISTING PARTITION TO REMAIN. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS. DEMOLITION /PARTITION PLAN DEMOLITION NOTES Nom: RED ALL EXISTING OFFICE DOORS MERE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO BE FAMED, SANDED SMOOTH AND PREPARED FOR FINISHING AS REQUIRED. REMOVE: EXISTING FLOOR FINISHES. PATCH AND PREPARE FLOORS AS REQUIRED FOR SMOOTH, LEVEL FINISH. ALL EXISTING WALL FINISHES TO BE REVVED. WALLS ARE TO BE PATCHED, SANDED SMOOTH AND PREPARED FOR NEW FINISHES AS REQUIRED. WHORE NEW PARTITION MEETS EXISTING FURRED COLUMN OR GORE WALL., REMOVE CORNER BEAD, ALIGN, TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD. ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL BE PATCHED AND SPAGKLED AND BE PROPERLY MEMBERED AND ALIGNED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. EXISTING ELECTRICAL AND T L HONE OUTLETS LOCATED ON DEMOLISMD WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO SE FLUSH WITH ADJACENT WALL SURFACE. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, GAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED. ALL EXISTING CONSTRUCTION WHERE INDICATED INGLJJDING ELECTRICAL, TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON 114E5E CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER 50 AS NOT TO DAMAGE ADJOINING rONSTRUGTION. CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST 13E BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR DIRECTION. ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL. BE CONSTRUCTED WITH METAL STUDS AT 24" Q. WITH 5/8" TYPE 'X' GYPSUM WALLBOARD EACH SIDE THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONGEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. OFFSET STUDS, WHERE REQUIRED, W THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTE. FROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL. ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. DOOR AND CASED OF13IINGS WITHOUT LOCATION DIMENSIONS ARE TO 6E SIX INGNE5 FROM FACE AT HINGE SIDE OF DOOR TO ADJACENT PARTITIONS. ALL EXIT DOORS SHALL BE OPERABLE MOM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SHEET METAL REINFORCING (S" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WALL HRNG CABINET WORK AND PANELING WHERE INDICATED ON DRAWINGS INCLUDING ALL OWNER PROVIDED ITEt4S. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER AND TENANT APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL ITEMS REWIRING CUSTOM SHOP FABRICATED WORK. ■•••• B/5 TENANT PARTITION - 5/5 METAL STUDS 0 24'O.G. WITH 5/8" TYPE 'X' 6M6 ON BOTH SIDES FROM FLOOR TO UNDERSIDE OF HUNG CEILING. ,. B/5 DEMISING PARTITION - B/5 METAL STUDS 0 24 "0.G. WITH 5/8' TYPE 'X' GLOB ON BOTH SIDES FROM FLOOR TO UNDERSIDE OF RING CEILING. PROVIDE BATT INSULATION IN WALL AND DIRECTLY OVER THE TOP OF THE WALL TO EXTEND 2;'-O" ON EACH SIDE. 5/5 PONY WALL PARTITION - B/5 METAL STUD 0 24' OG. YV/ 5/8' TYPE "X' 6W6 AS REQUIRED FOR RECEPTION DESK PARTITION UNDO TRANSACTION TOPS SECTION DETAIL THIS SHEET. NOTE OFBd HCP ACCE55 AREA WHO WRITING SURFACE EXTENDS AND ADJUST WALL AS REQUIRED. O MAX. DIM. SILL HT. RECITE 0 4' -0' AFF BUTT JOINT PANEL- 4' -0' MAX I 13/5 3' -0' x FULL HEIGHT RELITE IN 15/5 FRAME. © r - t 5/5 (3) PANELS fit 3' - w x FULL HEIGHT BUTT -JOINED RECITE IN 5/5 FRAME. 13/5 2' -0" x FULL HEIGHT RATED FIRE-IT! RECITE IN Si 5 RATED FRAME ASSEMBLY. N NEW KEY NOTES ELECTRICAL LEGEND E EXISTING 6FI GROUND FAULT INTERRUPTER R RETROFIT/RELOGATE EXISTING +44 HEIGHT ABOVE FINISHED FLOOR EXIST. 1 105 1 I08 EXISTING I OR FINISH NOTES AND STANDARDS DICE 11091 WALL MOUNTED DUPLEX RECEPTION_ OUTLET WALL MOUNTED GUADRAPLEX RECEPTACLE OUTLET Q WALL MOUNTED C01►6INATION TELEPHONE AND DATA OUTLET RD EXISTING MUD RING LOCATION W/ BLANK PLATE WALL MOUNTED QJADRAPLEX OUTLET - DEDICATED 120V, 20A WALL MOUNTED DUPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A $ HALL MOUNTED TIMER SNITCH $ WALL MOUNTED DISHWASHER RECEPTACLE EXIST 110 I. ALIGN FINISHED SURFACES. 2. CENTERLINE OF 14.11.110N/COLUMN AND PARTITION. 3. ALIGN AT CORNER 4. PROVIDE B/5 3/4' x 4' x 4' NON COMBUSTIBLE PLYWOOD PHONEBOARD. VERIFY SIZE, LOCATION AND MOUNTING HEIGHT WITH TENANT. (BY LANDLORD). 5. EXISTING COUNTER AND SINK CABINET TO REMAIN. MODIFY CABINETS AS REQUIRED TO INSTALL LANDLORD PROVIDED DISHWASHER WITH ALL REQUIRED WATER HOOKUPS, DRAINS AND ELECTRICAL HOOKUPS. 6. PROVIDE WS 2' -5"1. x 2' -6 "dp. P -LAM WORK SURFACE OPEN EELOW WITH KNEE CUT OUT SUPPORTS BELOW AS NEEDED. PROVIDE ( 5 ) 5/5 11/2 "dla GROMMTS IN WORK SURFACE, VERIFY LOCATION OF SRC-VETS WITH TENANT. (LANDLORD PROVIDED) 1. PROVIDE Si 5 4'11. P-LAM BACK 5H, COUNTERTOP, BASE AND UPPER CABINET WITH ONE ADJUSTABLE SHELF. S. PROVIDE 13/5 P-LAM RECEPTION DESK WITH I' -o'dp. x 3' -6'h. P -LAM TRANSACTION SURFACE ABOVE AND 2' -6 x 2 P-LAM WORK SURFACE BELOW WITH KNEE CUT OUT SUPPORTS BELOW AS NEEDED. PROVIDE ( ) Si 5 I I/2'dia GROMMETS IN WORK SURFACE, VERIFY LOCATION OF GROMMETS WITH TENANT. q. TENANT PROVIDED REFRIGERATOR PROVIDE COLD WATER LINE, IF REQUIRED 10. TENANT PROVIDED WHITE BOARD, VERIFY SIZE AND LOCATION AND PROVIDE BLOCKING IN WALL AS NEEDED. II. PROVIDE SLATE FLOOR THIS ENTRY ARE VERIFY COLOR AND TYPE WITH TENANT. 12. TENANT PROVIDED LOGO ON GLASS THIS LOCATION ELECTRICAL NOTES - VERIFY FINAL LOCATIONS W/ TENANT ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IS" ABOVE FLOOR UNLE55 OTHERWISE NOTED. ALL./Mr CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL AMP CORE DRILLS SHALL BE PLUGGED AND GAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RAINS, IF REQUIRE. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT'S CONTRACTOR UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE FULL WIRES AND BOXES AT EACH LOCATION. NOTE: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING ELECTRICAL / TELEPHONE OUTLETS WHERE POSSIBLE. ALL EXISTING ELECTRICAL / TEEPHONE 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) I, PAINT ALL NEW WALLS AS REQUIRED. 2. PROVIDE AND REFACE ALL CEILING TILES WITH NEN BUILDING STANDARD CEILING TILES NEW (RECEPTION 1 10 0 1 DE E L1 SCALE: I /8 "= I IgcN J n n n 7 vs 46 \ A / CFF CE 1 t01I ELECTRICAL /PHONE /DATA PLAN '0 1 CONF. ROOM OFFICE 1 107 J 1 106 .ii. .1. Ai AN Np Wet ONCE l 102 I ' N+44 CC Id 144' 6 MIN. 25 GA. MIL. STUD TOP TRACK, BRACE TO STRUCTURE W/ EITHER *12 6A. SLAV. ST L. 515PENSION HANGER WIRE SET OR 25 6A. MTh STUDS 0 5' 0.0. OR 2 PER WALL SECTION MINIMUM, ANCHOR TO TOP TRACK PER MFG. 'REQUIREMENTS NIS R-II INSULATION IF RE O. FOR ACOUSTICAL WALL W/ 4' WIDE R-2I BATTS GEMMED OVER WALL AND CEILING GRID CONT. 5Th ROMPER CHANNEL ANCHORED TO FLOOR W/ POWDER ACTIVATED FASTENING SYSTEM HILTI X -ZF 22 PST OR EQUAL .145 DIA. 4 EMBEDMENT IS 3/4' AT 24' OG.0 MAX PAINT U, 3'-6' 2-5' OFFICE 1103 1 la* I :, 1:r tyr 1 10 ;own •:.••■ I ' I1/2' 5 ' K i S 2'-6' 7 25 6A. STUDS OR WIRE HANGERS ONAL ACCOST BATT IF REWIRED MATGHIAb EXIST. CONT. 'L' MTh TRIM W/ PAPER WING 25 GA. 6ALV. 3 I/2' MIL. STUDS 0 24' 0.G. (MAX. HT. I3' -69 5/S' TYPE 'X' G.W. SECTION - BUILDING STANDARD PARTITION SCALE: N.T.S. ® COMPLIANCE EWED FOR E APPROVED MAR 2 0 2008 Ci�O O>1• TuRlnril� BUILDIN DIVISION i TOP, P -LAM TRANSACTION 3/4' PLASTIC LAMINATE I I/2 "- PAINT 5/8' TYPE 'X' GAB. ON MET. STUD WALL PLASTIC LAMINATE COUNTER SUPPORT OR METAL BRACKET COVE BASE (FRONT t1 SACK) TYP. SECTION AT RECEPTION SCALE: N.T.S. 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 is PROJECT NAME DESIGN TEAM PROJECT NO.: Q7.184 PRINCIPAL: CK DRAWN BY: VSS CHECKED BY: CK PROJECT CONSULTANTS SHEET NO. \ AOE CT w 1 A STATE OF REMEDY STAFFING RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 1 SUITE 101 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON ISSUED /REVISIONS 3 -1Q -08 ISSUED FOR PERMIT RF - CITY OF TUKVvILA MAR 10 2008 PERMIT CENTER SHEET TITLE DEMOLITION & PARTITION ELEC /PHONE /DATA PLAN 1.0 SPLAYED SEISMIG SRAC I NG WIRE ATTACHMENT I II 5/16" DRILL-IN EXPANSION ANCHOR MINIMUM STEM STRAP I' WIDE X 2' LONG X 12 GAGE MINI SPLAYED SEISMEG WIRE VERTI CAL HANGER WIRE ATTACHMENT SHOT -IN ANCHOR STRUCTURAL CONCRETE CEILING CLI SCALE: N.T.S. SCALE: N.T.S. STRUCTURAL CONCRETE 3 TURNS VERTICAL WIRE HANGER ATTACHMENTS MAK RECOMMENDED LENGTH FOR VERT. BRACING 3 TURNS CONDUIT: I' MIL STUD (25 6A): I/2' EMT CONDUIT < 6' 15/3" MIL STUD < 6' -2 3/4' EMT CONDUIT 0'-6' 2 1/2' MIL STUD < 10'-6' II EMT CONDUIT <I0' -O *PROVIDE ENGINEERING IF PLENJM > II'-O' SEISMIC SEPARATION JOINT a SEISMIG SEPARATION NOTES: I. FOR CEILING AREAS EXCEEDING 2,500 52. FT., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF - 1-E CEILINGS BRACING SYSTEM, CLO RE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER TFE DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS REQ. I3Y THE DESIGNER, THE DESIGNER MAY USE THE 6i5TERIG JOINT DETAILED ABOVE OR A PROPRIETARY JOINT. THE AMOUNT OF FREE MO/1T ( GAP DESIGN) SHALL EC PER TFE DE 5I6 NER OF RECORD. SPLAY WIRES ARE TO BE MIN. 4-12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED QO° FROM EACH OTHER d AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE a.6. HANGER WIRES SHALL BE 12 GA. t 4' OG. OR 10 &A. NI 5' X. TERMINAL ENDS OF EA. MAIN OR CROSS TEE MUST BE SUPPORTED WITHIN 6' OF EA. WALL. 12 GA. HANGER WIRE SPACED 4' ALL PRE TIES TOBE 3 TIGHT TURNSAROIMP ITSELF WITHIN 3 INGFES. OPTIONAL LATERAL BRACING SHALL BE 12' OC(MA)OAND BEGIN < b' FROM WALLS -SEE CHART FOR SIZES AND VERIFY LOCAL CODE REQ. LAT. FORGE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2' -0' OF CROSS TEE AND SPLAYED 40° FROM EA. OTIHER 0 I2' -0' O.G. EOM DIRECTIONS W/ FIRST POINT WITHIN 4' -0' FROM EA. MALL MAIN BEAM- (HEAVY DUTY) GROSS TH=E NOTES: I. INSTALL SYSTEM IN ACCORDANCE W/ 2003 ISG, A5TM G-635 AND 0636, ASCE 1 -02 4 CIA. 2. LATERAL BRACING 15 REQUIRED FOR GL.6 > 1000 5F AND NOT REQUIRED FOR GLG. ( 1000 PROVIDED THEY ARE WRROUNDED BY 4 WALLS AND BRAE TO HUM FLEMM5 N 12 DO NSF NEED LATERAL BRACING. CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO I/5600F ITS SPAN. 3. LATERAL FORGES BRACES SHALL BE 12' OG. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS. 4. LIGHT FIXTURES < 10 LEG SHALL HAVE I I2641 HANGER. LIGHT FIXTURES > 10 L55 AND < 56 LES SHALL HAVE 2 12 GA. WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. FIXTURES >56 LBS SHALL BE SUPPORT DIRECTLY FRaf MORE. RE. GEN'L SUSPENDED CEILING BRACING SCALE: N.T.S. NOTES: 2' MIN. SCALE: N.T.S. SCALE: N.T.S. n I. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TIMINALS WEIGHING NO MORE THAN 4L55. PER SQUARE FOOT. 2. ALL WIRE TIE ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON 3. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. LATERAL FORCE BRACING r 5/4' MIN. AT UNATTACHED WALLS NOTES: I. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONATAL FLANGE 2 INCk S WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPT. ONE END OF THE CEILING GRID SHALL BE ATTACHE TO THE WALL MOLDING, THE OTHER av SHALL HAVE A 3/4' CLEARANCE FROM THE WALL AND FREE TO SLIDE. 2. TIRE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS POP RIVETS OR APPROVED METHOD) 3. THERE SHALL 13E A MINUMJM 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 DIM OF TFE MAIN BEAMS AT PE'RIMEF9R WALL5 FROM SPREADING OPEN DURING A SEISMIC EVIENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. 5. WIRE TYING IS ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BAR OR EQUAL TO KEEP PERIMTER COMPONENTS FROM SPREADING APART 6. SPREADER BARS ARE NOT REG. IF A 40 DEGREE INTERSECTING CROSS OR MAIN 15 WITHIN b INCHES OF 71-1E PERIMETER WALL. SPREADER BAR & WALL MOLDING SCALE: N.T.S. NOTES: I. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN I IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDE. 2. HANGER WIRES SHALL SE 12 GAGE AND SPACED 4 FEET ON CENTER OR IO GAGE SPADED 5 FEET ON CENTER. a ANY CONNECTION ION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS 'THAN 100 POUNDS. 4. FOR MD/I1& FACILITIES, HANGER WIRE CONNECTIONS MUST HE CAPABLE OF CARRYING 200 POUNDS AND WAGING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS. 940T-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 ESI6N LOAD, WHIN A SAFETY FACTOR OF 2, WHICHEVER 15 GREATER. 6. POWDER DRIVEN FASTENERS MUST BE APPROVED FOR APPROPRIATE LOADING. 1. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH MLL WITH A PERIMETER Kn. HANGER (SUSPENSION) WIRES SEISMIC BRACING PERSPECTIVE CEILING GRID GENERAL NOTES PO q. 11 CEILING BRACING, SEE DETAIL 41 THIS SHEET COUNTER SLOPE/SPLAYED SEISMIC BRACING WIRE ATTACHMENT, SEE ATTACI -KNT DETAILS THIS SHEET ELECTRICAL F IXTURE NOTES: I. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM FIXTURE TO THE STRUCTURE ABOVE. T14I5 WIRE MAY BE SLACK 2. LIGHT FIXTURES WEIGHING MORE THAN IO POUNDS AND LE56 THAN 56L85. SHALL HAVE TWO GAGE WIRES ATTACHED AT OPPOSING CORM OP THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE HIRES MAY Ea SLACK 5. LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. 4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTRE3R ABOVE USING A q GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION FOR DIRECT SUPPORT. 5- TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHAN I CAL SERVICES NOTES: I. TERMINALS OR 5ERVICES PEIGHING 201..86. BUT NOT MORE THAN 56L55. MUST HAVE TWO 12 GAGE WIRES GOMECTING THEN TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE 51_AC.K 2. TERMINALS OR SERVICES NEIGHING MORE THAN 56LB5. MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MST BE TAUT. SPRINKLER NOTES: L FOR GELINGS WITHOUT RIGID E3RAGING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2' OVERSIZE RING, SLEEVE OR ADAPTER THR06H THE CEILING TILE TO ALLOW FREE MOVEMENT OF AL LEAST I' IN ALL HORIZONAL DIRECTIONS. FLEXIBLE (HEAD DESIGN THAT GM ACCOMMODATE I' FREE MOVEIT SHALL BE PERMITTED AS AN ALTERNATE. SCALE: I /8° =ILO" REFLECTED CEILING PLAN LIGHTING NOTES CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL THERMOSTAT LOCATIONS. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOC, OR SURFACES, AND AS REQUIRED BY FIRE DEPART -ENT, IF APPLICABLE. ALL REQUIRED EXIT SIGNS SHALL HAVE LE'tTEI 5I) INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING. LIGHT SWITCHES SHALL BE INSTALLED AT +46' A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER HESS OTFETRWISE SPECIFIED. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO - VISUAL ALARMS, TO MET ALL APPLICABLE CODES. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE SEISMIC BRACING 0 ALL RELOCATED LIGHT FIXTURES. CONTRACTOR SHALL PROVIDE LAMPS W/ RATED HOUSINGS WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION OR PROVIDE GY6 TENTING ING PER LOCAL CODE REQUIREMENTS. LIGHTING LEGEND EXISTING B/5 2 x 4 FLUORESCENT LIGHT FIXTURE TO REMAIN RELOCATE EXISTING 13/S 2 x 4 FLUORESCENT LIGHT FIXTURE INDICATES 24 HOUR FIXTURE WITH INTERNAL BATTERY BACK -UP FOR EMERGENCY LIGHT SWITCHING - CONTRACTOR TO VERIFY PATH LIGHTING AS REWIRED IWJMINATED EXIT SIGN - DIRECTION OF ARROW B/5 HVAG VENT EXISTING LOCATION -SHOWN FOR INFORMATION ONLY -ALL CHANGES UNDER ® SEPARATE PERMIT • B/S SPRINKLER EXISTING LOCATION- 51IOWr FOR INFORMATION ONLY -ALL CHANGES SEPARATE PERMIT EXISTING B/5 FLUORFSGEIT DOWN LIGHT 4fil” B/5 SINGLE SWITCH I/o INBOARD /OUTBOARD SWITCHING EXISTING TO REMAIN RELOCATE EXISTING FIXTURE N NB 110Th: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES W1-ERE POSSIBLE. CONTRACTOR TO RESWITCH / REGIRCUIT LIGHT SWITCHES AND LIGHT FIXTURES AS NEEDED. ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SHOW ARE TO REMAIN. LIGHTING CALCULATIONS OFFICE AREA = 2,546 SPX 10 WATT5/5F= 2,546 WATTS ALLOWED 2 x 4 FLUOREGDff - 31 F.A. ® WATT5 : I,484 LIGHTING KEYNOTES' TOTAL WATTS USED : 1,4134 I. RELOCATE EXISTING EXIT LIGHT TO NEW LOCATION AS SHOW 2. PROVIDE ALL NEW 13/5 LIGHTS AND CEILING TILL. REVIEWED F OR CODE COMPLIANCE APPROVED MAR 2 0 2008 City Of Tukwila BUILDING LIKING DIVISION REGISTRATION ,670 I PROJECT NAME DESIGN TEAM PROJECT NO.: 07.184 PRINCIPAL: CK DRAWN BY: VSS CHECKED BY: CK PROJECT CONSULTANTS SHEET NO. CO DESIG PALL OTA OP W REMEDY STAFFING RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 1 SUITE 101 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON ISSUED /REVISIONS 3 -10 -08 ISSUED FOR PERMIT A2.0 NELL planning interiors architecture 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 -670 -6706 F: 425 -774 -8219 RF .. CITY OF 1 U1SvviLi+ MAR 10 2008 PERMIT CENTER SHEET TITLE REFLECTED CEILING PLAN+ AND DETAILS