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Home My WebLink AboutPermit D07-107 - SPEC OFFICE - TENANT IMPROVEMENTSPEC OFFICE 16040 CHRISTENSEN RD SUITE 330 D07 -107 Parcel No.: 2523049039 Address: 16040 CHRISTENSEN RD TUKW Suite No: Tenant: Name: SPEC OFFICE Address: 16040 CHRISTENSEN RD, SUITE 330 , TUKWILA WA Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AV , PALO ALTO CA 94301 Phone: Cityf Tukwila �-- Department of community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Contact Person: Name: VICKI SOMPPI Address: 22002 64 AV W, SUITE 2 -C , MOUNTLAKE TERRACE, WA 98043 Phone: 425 -670 -6706 Contractor: Name: GATEWAY CONSTRUCTION SRVCS INC. Address: 11414 NE 60TH ST , KIRKLAND, WA 98033 Phone: 425 - 822 -5178 Contractor License No: GATEWCS992C3 Permit Number: D07 -107 Issue Date: 08/20/2007 Permit Expires On: 02/16/2008 Expiration Date: 03/04/2008 DESCRIPTION OF WORK: TENANT IMPROVEMENT - INTERIOR DEMOLITION, NEW INTERIOR PARTITIONS, NEW DOORS, RELOCATED RECITES. PUBLIC WORKS ACTIVITIES INCLUDE REPLACEMENT OF EXISTING IRRIGATION WATER MErtat. Value of Construction: $16,000.00 Fees Collected: $914.92 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC -10/06 * *continued on next page ** D07 -107 Printed: 08-20 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Signature: Print Name: doc: IBC-10 /06 City oTukwila 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 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 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo - • f work. I am authorized to sign and obtain this development permit. Date: O - 2A.) "7 ss Veq-roN‘ 4-Kwk Permit Number: D07 -107 Issue Date: 08/20/2007 Permit Expires On: 02/16/2008 Date: 1-W-o7 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. D07 -107 Printed: 08 -20 -2007 City of Tukwila Parcel No.: 2523049039 Address: 16040 CHRISTENSEN RD TUICW Suite No: Tenant: SPEC OFFICE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 9: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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: D07 -107 Status: ISSUED Applied Date: 03/26/2007 Issue Date: 08/20/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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. 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: 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) 13: 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) D07 -107 Printed: 08 -20 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us �rr 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: 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) 21: 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) 22: 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) 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: 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. 25: 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) 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 29: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D07 -107 Printed: 08 -20 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 30: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 31: Any material spilled onto any street shall be cleaned up immediately. 32: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 33: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 34: THE EXISTING IRRIGATION 1.5" DEDUCT WATER MI T 1( SHALL BE UPGRADED TP AMR. THE METER SHALL HAVE A TRPL REGISTER THAT IS COMPATIBLE TO THE SENSUS AUTOMATIC READING SYSTEM. doc: Cond -10/06 * *continued on next page ** D07 -107 Printed: 08-20 -2007 Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: - C n s `f r oPJ D07 -107 Printed: 08 -20 -2007 Site Address: Tenant Name: Property Owners Name: Mailing Address: w■ ■ v■ ■vnrr■LI Community Developmen partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us O Building Permit No 0 1 [V < Mechanical P rr ut No Plumbing7Gas Permit No Public Works Permit No Project No ee'us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 2523(1-4 tC2 '40 ehrl'B {,fl -h Roam Suite Number: 330 Floor: 3 Snec OrTiCe New Tenant: ❑ .... Yes ❑ ..No Van ce pro Plaza L (50)( 5642'01 sL.cr Rh9 CA roost I t City State CONTACT PERSO who do we contact when your permit is ready, to be Name: v i C, M1 1 l/VI p 1 A Day Telephone: Mailing Address: 2.206Z ( LI �� A V2 . W 2C- (yol1f ak21? I YQCe L.( to 1 City State E -Mail Address: \I iC ,Cc3vl v .Q t\ lt2 C V1 • (O VV. Fax Number: 1 -(25 • 7744- $ Z 101 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5» Zip Zip Company Name: \3 Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: C OMO —t1d0- I Vi Mailing Address: Z2002 Ctp Aie tU Contact Person: v i C1K1 %V1410151 E -Mail Address: v CAS\ COh 1tip kiestgY, • corm Company Name: Mailing Address: Contact Person: E -Mail Address: N �f} Q: ApplicationsWonns- Applications On LinM3 -2006 - Permit Application.doc Revised: 9 -2006 bh Zip City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECORD - All' plans must be wet stamped by Architect of Record cAe. 2C wiowti-leace T-epickee. wA 618"O' City State Zip Day Telephone: Li Z5 ' a70. Gn 766, Fax Number: 4 115 ' 774-( 82-141 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record State Zip City Day Telephone: Fax Number: Page 1 of 6 Valuation of Project (contractor's bid p4 $ (1) bOt Existin ilding Valuation: $ Scope of Work (please provide detailed information): 't rge - J O 1- (�Q 1'}7 D i'� V\ u,,, 1 Y1'iccX cyr \=&y nvIS , O,u r5 , re ot-'a4ed r l i\e 5 Sprinklers Will there be new rack storage? ❑.... Yes Number of Parking Stalls Provided: Standard: FIRE PROTECTION/HAZARD US MATERIALS: A / Q:' Applications\ Forms- Applications On Line 13 -2006 -Permit Application.doc Revised: 9 -2006 bh Automatic Fire Alarm 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. o If yes, a separate permit and plan submittal will be required. Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 r UDL1I: yr V JUNO L' i'uvii i itr r viuviii i ilJiil L VO- 'iJJ—V 1 ri Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards Irrigation Domestic Water ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public Private Q: Applications\Fonns- Applications On Line'i3 -2006 - Permit Application.doc Revised: 9 -2006 bh S Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑ ... ValVue ❑ .. Renton 0... Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ( Water Meter Size LJ g »C-EME,VT oA T FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty': Unit Type Qty, ; Unit Type: .. Qty - ' Boiler /Compressor Qty Furnace<100K BTU Air Handling Unit >10,001 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Co ected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation Sy ood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and I . ct Em • Gene . sr 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incine . • r - Domestic Other , hanical Equipmen Air Handling Unit <10,000 CFM nerator — Comm/Ind � r ' MECHANICAL CONTRACTOR IN4MATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... r Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....❑ Other: Indicate type of mechanical work being installed and ' e quart below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Day Telephone: Fax Number: Expiration Date: State Zip Page 4 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this annlication 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. Date Application Accepted: BUILDING OW ' : R OR A ORI ED ENT: Signature: Print Name: /ri 111 pp Mailing Address: ZZb02 ( D L} 3.2(o• c? Q: Applicationa\Forma- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City 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: -3/ l 0 7 Day Telephone:) • 076 a-wa AR • IL N1 -e see State Zip Date Application Expires: � • Zfo • a7 Stafflals: Page 6 of 6 V1[131113 t.,1.111. 1IY PLUMBING AND GAS PIPING CON'FIZACTOR INFORMAJ'ION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing k (contractor's bid price): $ Valuation of Gas Piping wor contractor's bid price): $ Scope of Work (please provide . .. fled information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets b Fixture Bidet Bathtub or combination bath/shower Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Q Fixture Type: Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single ' trap Lavatory Rain wate ystem — per drain (' . ide building) or alteration of water and/or water treating e ' ipment Reps pip Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh £ 111 iii rr1liVI1I 1i 1' lJ%lV ,11�1i 07 1=49 I, Sewer: City State Zip Day Telephone: Fax Number: Expiration Date: installed and the quantity below: Fix ture 7 Wash fountain Re wast Sinks Urinals or, indirect Water Clos Water heater vent or Repair or alteration of drainage or vent piping f: Qty Fixtur Gas piping outlets Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas Page 5 of 6 Parcel No.: 2523049039 Permit Number: D07 -107 Address: 16040 CHRISTENSEN RD TUKW Status: APPROVED Suite No: Applied Date: 03/26/2007 Applicant: SPEC OFFICE Issue Date: Receipt No.: R07 -01746 Payment Amount: $701.24 Initials: BLH Payment Date: 08/20/2007 01:49 PM User ID: ADMIN Balance: $0.00 Payee: UNICO PROPERTIES LLC TRANSACTION LIST: Type Method Description Amount Payment Check 65656 701.24 ACCOUNT ITEM LIST: Description BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW 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 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 328.74 250.00 59.00 59.00 4.50 Total: $701.24 1796 08/20 9710 TOTAL 701.24 doc: Receiot -06 Printed: 08 -20 -2007 Receipt No.: R07 -00435 Payee: CONNELL DESIGN GROUP City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 2523049039 Permit Number: D07 -107 Address: 16040 CHRISTENSEN RD TUKW Status: PENDING Suite No: Applied Date: 03/26/2007 Applicant: SPEC OFFICE Issue Date: Initials: BLH Payment Date: 03/26/2007 01:41 PM User ID: ADMIN Balance: $333.24 TRANSACTION LIST: Type Method Description Amount Payment Check 14695 213.68 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 213.68 Total: $213.68 Payment Amount: $213.68 doc: Receipt -06 Printed: 03 -26 -2007 Project: .-/c ()/---/—/. Type of Inspection: vi., • 2 / Address: / 67° 1) ( ,/ f,>/s;ve a Called: Special Instructions: Date Wanted: S - z 7 - Q 7 m. Requester: Phone No: 4- "796 - 03 _IN SPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E1 Corrections required prior to approval. O ENTS: Inspecto A pt No.: 'Date: Date: O 7- ' 58.1 REINSPECTION FE RED. Prior to inspection, fee must be pai at 6300 Southcenter Bl uite 100. Call the schedule reinspection. 1► `.A W 7y * 216 ,-A Pro'ect _ Type of Ins ection: Address: /60 CA / /-3/ 4/ =,ti4¢' Date Called: Special Instructions: Date Wanted: G (a.nr- Requester: Phone No: i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 1 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: ' 1 f Inspecto $5. REINSPECTION FEE RE UIRED. P for to inspection, fee must be pa d t 6300 Southcenter Blvd.. Suite 10 . Call the schedule reinspection. 1 Receipt/No.: 'Date: I 0at ' - z / j) COMMENTS: / - t . Address: /�� o vU (. /1 / / ei i e/7 Kam( Date Called: /67 ( .2 � � _,,,- (, Special Instructions: Date Wanted: 0 W-24./o 7 I a.m. p.m. Request r / /: li c r Phone No: '?;/ V 2 6 __r ,,,,",.. - Project: c Of t c -e, Type of Inspection: - / () r7 vic_- Address: /�� o vU (. /1 / / ei i e/7 Kam( Date Called: /67 ( .2 � � Special Instructions: Date Wanted: 0 W-24./o 7 a.m. p.m. Request r / /: li c r Phone No: w INSPECTION NO. INSPECTION RECORD Retain a copy with permit 7 - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J Approved per applicable codes. 0 Corrections required prior to approval. (Inspector c k 'Date: 9 ( /( $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: Project: a' v • ' ta^' f) et Type of Inspection: L r % I Address: /60 Suite #: 3 3v c-H t,'s•t t,,,-, ce.J • 5 • Contact Person: m %, . i'' 'C2 t� Pre -Fire: Special Instructions: Permits: Phone No.: 2 e6 • 7 f .. 03 5... Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / Permits: Occupancy Type: z INSPECTION NUMBER I" Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 1� D7 - la7 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. J COMMENTS: Inspector: 5 - 2 Date: 0-2,1j.7 Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 07/24/2007 08:55 FAX 25373501? FIRE SYSTEMS WEST yb � Vit SERVICE ADDRESS l 1: ASSICIVLBLY LOCATION CRESS - CONNECTION a MAKE LIN:t PRESSURE AT '11:M INITIAL TE PSI DROP ACR RELIEF VA !NI #1 CHECK 'VAL #1 CHECK'VAI #2 CHECK'V'AL #2 CHECK VAL APPROVED Al] RPBA PASSED RF'BA DCVA P` /BA #L CHECK VAI #1 CHECK VA) #2 CHECK "Al #2 CHECK VA1 DCVA PASSED AIR INLET OP AIR INLET FA CHECK VAIN CHECK VALV PVBA PASSED APPROVED ASSEMELN REMARKS r— TEST COMPANY _ TEST KIT MAKE JS l I certify that .l us. TI STEWS NAME (ERIN SIGNATURE REPAIRED BY RETESTED BY i � City of Tukwila Public Works Maintenance Department Backflow Assembly Test Report Form ACCOUNT METER N ZIP CODE girt { (6 TYPE AP/rA sN L21-0,0 S El EXISTING ?, REPLACEMENT? ❑ I1 ?TEST? STATE 11 *Pk ()a w 11 -7 K? 4o v v� MODEL J S' TESTS AFTER REPAIR OR CLEANING PSI DROP ACROSS Sl CHECK VALVE RELIEF VALVE OPENED # CHECK CK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ PSID PSID No El #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? DCVO PASSED TEST? Yes PSID PSID ❑ ❑ No ❑ AIR INLET OPENED AT AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? PSID PSID Yes ❑ No 0 'RESULTS 111 CHECK VALVE PSID P ENED .OSED TIGHT? LEAKED? DOSED TIGHT? • 1 . LEAKED? PROVIDED? _ PSID !zJ }r Yes No 1:1 CLOSED TIGHT? LEAKED? CLOSED TIGHT? ;LEAKED? I D AT TO OPEN? :LEI TIGHT AT :.l :AIED? .:SIT? PROPS INSTALLATION? 5a Yea Yes ❑ ❑ No PSI PSID PSID "SW PSID ❑ No ❑ NEW? INSPECTED BY CCS? PHONE 1.. A SN0 t CALIBRATION DATE , 8r(` /0.1 a 002 M ODEL • .! 6 O 3 'AC 246-290-4.i ., ed Test Methods and Differential Pressure Test Equ' t P� , .r 1 ' CERTIFICATION # P4 J DATE TESTED REPAIR DATE CERT N DATE TESTED CORRECTION I-.TR# 2' 600 Mlnkler Boulevard — Washington 98188 4--4 0+ Luc ;vv yakicm . . dow,bs v./skew ww ' These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. C Z nal a cceptance is subject to field inspection Wefts utilities inspector. _ =__ v (eck) P/ CORRECTION LTR# 2 _ 07 -31 -2007 VICKI SOMPPI 22002 64 AV W, SUITE 2 -C MOUNTLAKE TERRACE, WA 98043 RE: Permit Application No. D07 -107 16040 CHRISTENSEN RD TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 03/26/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 09/22/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 09/22/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall Permit Technician Juz. xc: Permit File No. D07 -107 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 C' April 13, 2007 Vicki Somppi 22002 64 Av W, Ste C Mountlake Terrace WA 98043 RE: CORRECTION LETTER ta-- Development Permit Application Number D07 -107 Spec Office —16040 Christensen Rd, Ste 330 Dear Ms. Somppi, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Departments. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, encl File No. D07 -107 rshall ician City of Tukwila 044 P:Uennifer\Correction Letters \2007\1307-107 Correction Ur #2.DOC jem firm Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines °and Design and Construction Standards DATE: April 11, 2007 PROJECT: Riverview Plaza Bldg. 1 Spec Office TI C0 16040 Christensen Rd, Ste 330 REVIEW #: 2 PERMIT NO: D07 -107 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. On April 9, 2007, Public Works received Abdella Hussen of Unico Properties copies of backflow test reports for domestic, fire prevention, and landscape irrigation lines. Domestic water service and landscape irrigation still have deficiencies. a) Domestic Water Service The existing 3" Reduced Pressure Principle Assembly (RPPA) has a leaking check valve which needs to be repaired (see attached), therefore, it could not pass the backflow test. Please repair the leaking valve and have the backflow tested by a certified tester and submit passing test report ASAP. b) Landscape Irrigation The existing 1.5" irrigation deduct water meter shall be upgraded to AMR. The meter shall have a TRPL register that is compatible to the SENSUS automatic reading system. Please submit a site plan showing location of existing domestic water meter and irrigation meter requiring an upgrade, together with a cost estimate for items a) and b). The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives a plan for item lb) and backflow test report for item la). (P:Laurie Admin/Joanna/Comments 2 D07 -107 PW) T April 6, 2007 Vicki Somppi 22002 64 Av W, Ste 2C Mountlake Terrace, WA 98043 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -107 Spec Office —16040 Christensen Rd, Ste 330 Dear Ms. Somppi, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerel Aa arshall chnician encl File No. D07 -107 City of Tukwila Department of Community Development Steve Lancaster, Director P:Vennifer\Correction Letters \2007\D07 -107 Correction Ltr #1.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 a) (P:Laurie Admin /Joanna/Comments 1 D07 -107 PW) PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: March 29, 2007 PROJECT: Spec Office TI @ 16040 Christensen Rd, Ste 330 REVIEW #: 1 PERMIT NO: D07 -107 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross- connection control program to protect the public water system from contamination via cross - connection. The City has determined that subject building has deficiencies on domestic, fire prevention and landscape irrigation lines. Domestic Water Service There is a 3" Reduced Pressure Principle Assembly (RPPA), however Public Works has not received required annual backflow test reports, since the devise was installed in 2005. Please have the backflow tested by a certified tester and submit passing test report ASAP. . b) Fire Prevention There is an existing Detector Double Check Valve Assembly (DDCVA) due for an annual test report in March 2007. As of today Public Works has not received the backflow test reports. Please have the devise tested by a certified tester and submit passing test report to Public Works ASASP. c) Landscape Irrigation The existing 2" Double Check Valve Assembly (DCVA) is due for an annual test report in March 2007. As of today Public Works has not received the backflow test report. Please have the backflow tested and submit passing test results to Public Works ASAP. The existing 1.5" irrigation deduct water meter shall be upgaded to AMR. The meter shall have a TRPL register that is compatible to the SENSUS automatic reading system. Please submit a site plan showing location of existing domestic water meter and irrigation meter requiring an upgrade. Please note that a separate letter was mailed to the building owner. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives a plan for item 1 c) and backflow test reports for items la), lb) and lc). Proposal PROJECT: Irrigation Meter Upgrade 16040 Christensen Road Suite 330 TO: Total Amount This Proposal (Excluding WSST at 8.9 %) Notes CONTRACTOR OWNER Gateway Construction Services • 701 Dexter Avenue No., Suite 420 Seattle, WA 98009 Owner Architect Contractor BY Bill Foster BY DATE January 0, 1900 DATE DATE: 8/8/2007 Unico Properties 16300 Christensen Road # 105 Seattle WA 98188 ATTN: Ross Peyton Gateway CONSTRUCTION SERVICES Signature by the Contractor indicates his agreement herewith, including any adjustment In the Contract Sum or Time, and any claim resulting therefrom. Correct Deficiencies per City of Tukwila April 11, 2007 Comments Letter and related to Permit No: D07 -107 (copy attached). Scope included as follows Unico Properties Ross Peyton 1) Demo existing 1 -1/2" Irrigation Meter 2) Furnish & Install 1 each Sensus 1.5 SR w/TRPL 100 CU FT 1 -1/2" Water Meter 3) Obtain Plumbing Permit 4) Includes submittals to the City of Tukwila to confirm correct meter specification. Gateway Construction - Supervision $ 270.00 American Mechanical 8 -8 -07 Proposal $ 1,768.00 Sub Total $ 2,038.00 Contractor Overhead & Fee 12.0% $ 244.56 Insurance 1.6% $ 32.61 Risk management/Warranty /Safety 0.6% $ 12.23 B & 0 Tax 0.9% $ 39.29 $ 2,366.68 CORRECTION LTR# - 0 1-- JOB NAME: JOB LOCATION: TO: Plumbing Permit Total Plumbing Price: $1,768.00 AMC SUITE 330 Demo: (1) 1W Irrigation Meter in Ground Furnish & Install: (1) Sensus 1.5 SR W/TRPL 100 CU FT 1W Water Meter Payment to be made as Follows: Progressive billing, Net 30. American Mechanical Corporation Plumbing • Heating • Service PATE OF ACCEPTANCE: CUSTOMER'S SIGNATURE: CONTRACTOR'S SIGNATURE: _{od Cordon BID PROPOSAL IRRIGATION METER REPLACEMENT RIVERVIEW PLAZA BLDG 1 16040 CHRISTENSON ROAD GATEWAY CONST. SERVICES 701 DEXTER AVE N SUITE 420 SEATTLE, WA 98109 ATTN: BILL FOSTER DATE: AUGUST 8, 2007 We are pleased to submit to Gateway our plumbing proposal. SCOPE OF WORK: AMC to Provide Plumbing Labor and Materials as Follows: PHONE: 206 - 621 -9111 FAX: 206-621-9113 Exclusions: X - Rays, Off Hours Work unless specified otherwise, Code Upgrades to Existing Systems, Utility Hook -up Fees, Hazardous Materials Removal and Abatement Including but not limited to Lead and Asbestos, WSST, Asbuilts, Washington State Energy Code Pipe Insulation requirements, All Patch & Paint, Excavation, Backfill, Soil Removal, Saw Cut/Concrete Removal, unless specifically included in our proposal. All material Is guaranteed to be as specified. All work to be completed in a craftsman like manner according to industry practices. Any alternation or deviation from the above specifications Involving extra cost will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents or delays beyond our control. Owners are to carry fire and other necessary Insurance. Our workers are fully covered by Worker's Compensation Insurance. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined. Our price will remain in effect for thirty days, after which It will be subject to our review. PO Box 1136.223 S. Lewis St., Ste 200 • Monroe, WA 98272 Ph. (206) 467 -6407 Fax (425) 489 -4079 AMERIMCO71BH Nolo .Joanna Spencer - Re: TI @ 16040 Christensen Rd #303 ONCIre9=21=MIXIMSZENDP' 432E. From: Bryan Still To: Joanna Spencer Date: 03/27/2007 8:39 AM Subject: Re: TI @ 16040 Christensen Rd #303 CC: Han Kirkland Hi Joanna, Thanks Bryan »> Joanna Spencer 03/26/2007 3:14 pm »> Bryan; Are they up to date on their backflows ? Thanks, Joanna D07 -107 8" & 3/4" DCDA not current due March 07. 2" irrigation dcva not current due March 07. 3" RPPA for domestic not current, no reports since installation in 2005. Need to upgrade 1 1 /2' deduct meter to AMR. D07 -107 PERMANENT FILE COPY Page 1 of 1 file: / /C:\ Documents %20and %20Settings\Joanna\ Local %20Settings \Temp\XPGrpWise \46... 04/02/2007 ACTIVITY NUMBER: D07 -107 DATE: 08 -09 -07 PROJECT NAME: SPEC OFFICE SITE ADDRESS: 16040 CHRISTENSEN RD, STE 330 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: Building Division ❑ Public orks 5 Works 6-le - Complete Comments: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route NI Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Approved with Conditions a Planning Division ❑ Permit Coordinator DUE DATE: 08-14-07 Not Applicable ❑ No further Review Required DATE: DATE: o ri o DUE DATE: 09-11-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -107 DATE: 04 -09 -07 PROJECT NAME: SPEC OFFICE SITE ADDRESS: 16040 CHRISTENSEN RD, STE 303 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division ❑ Pub li W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: o-� APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Planning Division C ❑ Permit Coordinator ❑ DUE DATE: 04-10-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 05 -00-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Noll* Bldg 0 Fire ❑ Ping ❑ PW )KJ Staff Initials: /� Comments: ACTIVITY NUMBER: D07 -107 DATE: 03 -26 -07 PROJECT NAME: SPEC OFFICE SITE ADDRESS: 16040 CHRISTENSEN RD, STE 330 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: DD Bui Division Public Works PLAN REVIEW /ROUTING SLIP 3- 1-07 42 PERMIT COORD COPY $4 • 4 1g Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete L. Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route V Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Planning Division Permit Coordinator DUE DATE: 03-27-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 04 -24-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Staff Initials: Date: - 1 - 0 - 7 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # jgj Response to Correction Letter # Z ❑ Revision # after Permit is Issued Plan Check/Permit Number: DO7— /07 ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M. Mullet, Mayor Steve Lancaster, Director Ci7yR AUG - 91001 Project Name: Rt P/wzti 3/6 , / — spec / Z 33o Project Address: /6 0'/0 Gh r ;.S /tvtSc /. oaei i7ic 3 . o Contact Person: ,-5 / ? b //O Phone Number: Zo6 - 3 - 7/365 Summary of Revision: En c /o SceI /0(.1.4 7 /C R. •7 1 - i / 0 ( . 4 7 ' 0 Y e x i57 L✓a7�e ✓1/1e fir GevtcL i iri�a_�ic 016 — CoS-e 0.7 ->Lo v /acs i re/5afra Clec vc, n'IGfe/L SAGL /o �eS7 ye Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by/ Entered in Permits Plus on \applications \forms- applications on Tine \revision submittal Created: 8 -13 -2004 Revised: 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 fluo Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: "( It7 1 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 3P T I Project A dress: C , O L i a O%W�,S� e -' Contact Person: U t � , Sp �,? t Phone Number: 42-S - 670 - h7 0 Summary of Revision: Tpx Rio eD wt. we s 1 are.. ret 1, reroccts Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision R d at the City of Tukwila Permit Center by: ll E ntered in Permits Plus on 0 i)1 I DI" lapplications\fonns- applications on linelrevision submittal Created: 8-13-2004 Revised: Plan Check/Permit Number: 30 3 D pi' , 1 0 4 _I crri RECEIVED APR 0 9 ?OP PERMITCENTE 4 License Information License GATEWCS992C3 Licensee Name GATEWAY CONSTRUCTION SRVCS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602086011 Ind. Ins. Account Id 754100 Business Type CORPORATION Address 1 701 DEXTER AVE N SUITE 420 Address 2 City SEATTLE County KING State WA Zip 98109 Phone 2066219111 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/26 /2001 Expiration Date 3/4/2008 Suspend Date Separation Date Parent Company Previous License NIELSC *02708 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SACCO, RONALD PRESIDENT 02/26/2001 Bond Amount NIELSEN, CRISTIAN VICE PRESIDENT 02/26/2001 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, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= GATEWCS992C3 08/20/2007 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 15 TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND NOTIFY THE DESIGNER OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 3. 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 DESIGNERS WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND. 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 CLEAN (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. T_ ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS 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 15 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICE 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 OTHER/115E 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. TIME CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB 15 COMPLETED. I5_ ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I). YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED AND SHALL BE SO STATED IN CONTRACTORS 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 2003 I B.G. I7. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT "I..L CORNERS AND WALL INTERSECTIONS- IS. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 2003 IB.G.. AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS. 19. 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 2003 I.B.C. CHAPTER 10 AND LOCAL FIRE MARSHAL REQUIREMENTS_ 21. EXIT DOORS SHALL BE OPENAi3LE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 22_ FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH THE FIRE MARSHAL. CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED. 23. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. 24. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY EXCEPT AS PROVIDED IN NFPA. 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 TIE COUNTY FIRE MARSHAL_ PROVIDE A CERTIFICATION TO THIS EFFECT. A. EXIT DOORS, EXIT LIGHTS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER THE 2003 I.B.C. 26. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE 2003 I.B.C. STANDARDS FOR EARTHQUAKE ZONE D, ASME 6635, G636- 21. PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES, !WADDING IF NECESSARY FIRE HORNS, STROBE LIGHTS, CONTROL PANEL CON I EGTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. 28. TENANT TO PROVIDE AND INSTALL TIE TELEPHONE AND DATA COMMINGATION CABLING. CONTR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS P0TH TENANT. 29. MECHANICAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE INAG SYSTEM WHICH CONFOR Eo TO THE OMER'S WAG SPECIFICATIONS_ CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ROOF - MOUNTED MECHANICAL UNIT REQUIRED BY GOVERKING JURISDICTION. 30. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING. 31. ALL ITEMS MARKED 'NJG.' ARE NOT PART OF TH:S CONTRACT. 32. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WMGH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED 15 NOT INTENDED TO OE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON TIE PROJECT. THE DESIGNER reLL DEFINE THE INTENT OF ANY IN QUESTION. 33. DO NOT SCALE DRAY roS. IF A DIVENStON DtSSCREPE? Y iS NOTED, CONTACT DESIGNER. 34. IF BUILDING STANDARDS HAVE NOT SEEN ESTAHL'SIED OR HAVE BEEN ESTABLISHED OR HAVE BEEN CHANSED FOR DOORS, RECITES, H.AQDY4AQE . DOOR AND REL' ITE FRA' 5 OR OTHER STANDARD DETAILS, THEN CONTRACTOR .ST VERIFY PITH DESIGNER AND OMER PRIOR TO CONSTRUCTION. ABBREVIATIONS AGGOUr. ACT. ADJ. A.F.F. APPROX. ARCH. B LK. BD. BLDGJBLD. B/S CAB. GLGJGLDG. GL OR G GLKG. COL. CONT. CONC. CONST. CONTR. CPT. D. DEPT. VET. DIAL_ DIA. DIM. DBL. DWG. D.F. DIFF. D.N. E. EA. ELEV. ELEC. EMER. EXT. EQ. EQPT. EXIST. F.IO FA. F.E. F.E.C. FIN. FIXT. F.D. FLR F..O.I.C. FT. GA. GALV. GL. GAB. GYP. H. HCP. HD.WD. HD. HM. HORZ. HV AC. H.W. I.B.C. INCD. INCL. INFO. INTSt1L. INTR. JAN. JB. JT. VICINITY MAP ACOUSTIC /ACOUSTICAL ACOUSTICAL TILE ADJUST /ADJUSTABLE ABOVE FINISHED FLOOR APPROXIMATELY ARCHITECTURAL BLOCK/BLOGKING BOARD BUILDING BUILDING STANDARD CABINET CEILING CENTER LINE CAULKING COLUMN CONTINUOUS CONCRETE CONSTRUCTION CONTRACTOR GOLD WATER 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 HANDY GAP HARD WOOD HEAVY DUTY HOLLOW METAL HORIZONTAL HOUR HEATING VENTALATING AiR CONDITIONING HOT WATER NTERNATiONAL BUILDING CODE NCANDESCENT NCLUDE FORMATION NSULATE (DXING) NTERIOR JANITOR JUNCTION BOX JOiNT • LAM. LAV. L. LTG. LT. LGJL. MAT. MAX. MFG. MECH. MED. MIN. MIN. MISC. MID. MTh. MW. N. N.I.G. N.T.S. NO. OFF. O.G. OFF. O.P.C.i. o.F.O.I. PNL. PT. PART. P.PL. PL. P. LAM. PLY. Q .T. n'. R.B. R. RAD. REF. READ. REV. RO. RM. 5. SECT. SHT. SIM. SPEC. S L. SST_ STD. STOR. STRUC. 5IJ�aP_ 5W. TEL. TEMP. TYP. U.L. UP.G. VOL. VAR- V.C.T. VERT. VP. KB. W.G. WD. Vt NV 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 ON C ENTER OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED PANEL • (ED) ) PARTITION POLISHED PLATE GLASS PLATE PLASTIC LAMINATE PLYWOOD QUARRY TILE QUANTITY RUBBER BASE RISER RANGE RADIUS REFERENSE REQUIRED REVISED/REVISION ROOM OPENING STAIR SECTION SHEET SIMILAR SPECIFICATIONS/ SPECIFIED SOUTH STEEL STAINLESS STEEL STANDARD STORAGE STRUCTURAL SUSPEND /SUSPENDED SWITCH TELEPHONE TEMPERED TYPICAL UNDERWRITERS LABORATORY UNIVERSAL PLUMBING CODE VOLUME VARIABLE/VARIES VINYL COMPOSITION TILE VERTICAL/VERTICALLY VENEER PLASTIC WOOD BASE WALL COVERING WOOD WEIGHT WIDE WITH WATER HEATER WEIGHT s.- e r a 16300 Christensen Rd, Seattlir WA 90109 f L 1 • PROJECT DATA PROJECT ADDRESS: GOVERNING CODE: USE ZONE: OCCUPANCY: CONSTRUCTION TYPE: ENERGY CODE: ACCESS CODE: PLUMBING CODE: CONTRACTOR: MECHANICAL: ELECTRICAL: SPRINKLER SYSTEM: CONSTRUCT. AREA: SITE PLAN 16040 CHRISTENSEN RD BUILDING *I - SUITE 330 TUKWILA, WA 98188 2003 I.B.G. (STATE OF WASHINGTON AMENDMENTS) TUG B LEGAL DESCRIPTION V -N -FULLY SPRINKLERED 2003 WASHINGTON STATE ENERGY CODE iCC /ANSI A111.1 - 2003 2003 U.P.G. TO BE DETERMINED PRIOR TO PERMIT ISSUANCE BIDDER DESIGN (UNDER SEPARATE PERMIT) BIDDER DESIGN (UNDER SEPARATE PERMIT) BIDDER DESIGN (UNDER SEPARATE PERMIT) SUITE 330 - 1,690 SF • r _ , :-1111 i• -J / , h:itiuuir• f /iii[1[Ilfli h r UT 1TTITT TU _ i[HHIRE1111 i €lP c1011111El.[tchhiU y rig 111 dill I DRAWING INDEX TI.O COVER SHEET TI.I EXITING PLANS -THIRD FLOOR AI.0 PARTITiON/ELECTRiCAL/PHONE/DATA PLAN A2.0 REFLECTED CEILING PLAN 4 CEILING DETAILS PILE Permit No. CONTRACT THIS SUITE-330 Plan revi vs t12roval Is subject to eau is and omis Approval el r- ::ruction documents does not authosia the violation c f c : :/ crc ed code or ord. nCe. Rea* CI approved E:. :1 Coy cod c nd:tlorm is edma+tiadged BY Oita 6-1 BUILDING =S ION REVISIONS No show shell be made to the scope NOTE Nov $ono wS 11 ts ti I TIeW plan el wok without pdor I I of and may includeaddiOone� plan Wow fees. KIH I1IT 9 GCY PARCEL NEE : 8WLDIN6 I - 16040 GIRiSTDBEN AVE. - 252804 Mt 252304 -4016 KM S COIMITY PARCEL NAeER: MUMS 2 - 16000 GIIRI51EW1 AVE. - 2529041107 KIT& CAW PARCEL NA4EER: BUILDRI9 3 - 16300 01145191501 AYE - 2523049016 RI.H1 PA_ . That portion of the lilt Milan Donation Land Ca a the 1 and e sa tvust quarter of the o quarter em•st quarter of r Lion 24; To,.rip 23 North, !tang. 4 East. PO4. .eM ad of Gov rm nt Lot I h Section 25; To. 29 North, Runge 4 East. )t14. b Kra Gouny more parttarlory descebed as toners: GomasnCbg of the northmeSt corner of Parent 2 of Giy of TUualo S Plot 010-16-36 as r.cordsd ureter Keg l imbJ Recording N. 1406050040; then. sout 645 East, 2400 foot to a point a wvvbre; thence easterly 166,00 f..t along the arc of o tangent curve to the 1 1t, hovenj a radius a 49600 foot, through o control an gie a 10• 114T to tits true poet of bse * 9 n thence eontr„1ng eastereasterly 1460 r feet along the arse of a non -ta dart wroe to the left. hang a radio of 43'5.00 rest, the rode id+ point of .d boos nor h Is • 92 east„ drags a central central cello a 9' 0 00• a to a port o sold carom thence north 06 34' 56• east. 662b foot to a pobt a curvotur.; thence north* artery 696 rest along g the of o non-tangent cum* to t o boutrg a radius of 6200 feet. the radius poet a .inch bars Louth 22' 03' 30' East. t1 rum my is a central ate or 06. 20' 90' to a port a reverse curvature; tMne northeasterly 258 riot long this am a a a tone re curve to the left hang a vodka of 2000 feet. through a catrd agle a -Jr ooh 23' to a port a tang rnuy thaw* north 02' n3 97' east. 0.44 feet; thew* south 87. 46' 23' east. 607 rut; Venue north 02' 13 31• oast. 106.11 feet; thanes north 71•04 east. 5122 root; thence north 40' 35 east. 6021 foot; there south be' 4T 00' oast, 11000 feet;, thence north 46• M' 41' oast. 5600 foot; Mimeo south 41 40 Wont, 46.54 foot thence south 24' 4T 54' sue, 44.9 Poet; thence south 03 44' 96' most. 4046 foot; Menu south 24' 03' 53• nest. 4037 feet; ten. nest, south 34 14' 22' 62,06 foot; dents .oath 32' 31' 94' most 5480 feet; thence south 95• lb u 26• roost, 54.74 It these south 94. 47 01' met, b 6382 et; Hence south 40' 00' 24 nest. 66264 feet; them, south 24•OT 94• most. 95'P6 root;; bronco south 91'1 46' west. U.24 feet; Borneo Y nce north T 25 os 04' nut, 10559 feet,; thew* north 12 34 east. 260 or 0 foot; thence nth 77' 25 roost. ost. 9054 root to a poet of a th rvot r•; bona, sanostery 32.46 tom along be a of a non -td iger* curve to ohs rl jt„ hovtng a radius of 9200 feet. U. rodbs poet a rinich bears north 64 47 54• west.trou� a urinal angle a O4 2b 54' to a port of tongsrw3 levee south 24 46 00" nest„ 4436 Post,; levee north 60' 14' 00' nt...11.M toot; thence south 04 46' 00' most. 2461 feet; t sough 00' so 00' 14 oas 00' t OS0 foot: there* south 64. 46' 00' nest. 24 wt. 50 foot, thence( north 00 14' OW .14400 I. thence south 64 00• most. 24.50 foot; therm* north 00' 14' 00' Lost. 3400 toot: thence o 5 rice nsh 16 56• oast. 2047 foot to a point a aevG r.: thence southsosterly 4.43 foot along the arc of a norttwgent arm to the loft;, hawing a radius of 46630 fist„ the radius port of ' bears north 16' 05 56• east through a central algid. a 00' 93' 24' to a point on sold course; Menu north 15 97 26' oast 9330 root to the trim poet of bogeying * EXCEPT that portion thereof kjtrg nifhei the 30 loot G* i of Seattle Pipeline eli right- oa-may as rocord et od under Key County Recordrg No. 4106156 K (ALSO 1911 AS revbod trot I. Obi a lbbdo boundary Ire (Ointment No. 81- -40 -BLA recorded wider K g Coa*j Recording No. 6112160540, sold boundary be being a ravbbn of City of T4fvrlb boundary Ire +t odystmo No. Ol-1-13LA. recorded under I g County Recordng No. 010205036% roadbed City of Tuluda Short Plot No. 1646-55 recorded under Gountg Recordng Nc. 7406050040: also recorded order King Caicos Recording Nos. 7406050041 and 7906050048; TO6Et11JZ will a 24 root byes,. ewes, and vtMl.s easement over a portion a Gag a Revised Lots 3 of sold C 1bb�I10 boundary Ow odJustru t No. 81-40-01 -N kp g r2 foot on .a h alas a to tollO g described coeterin•. C•eame erg at tit• noreobst corner a Porenl 3 a sold G1b a 16/ Short Plot No. 70-16 -59; Menus sash 00.14' 00• out. 4 17.40 foot to Do poet el bogehi g of this cort.Nw d•sceptlon; thou* north e9 46' CO ' .cat 10450 but to port 'D'; thews cortr 4 ueg north 0 46' 00' out. 2200 foss; thence north 21•46' 00' east. 143.96 bet to a point horaces t Cl of curvature; thoraces northerly 6535 feet cto ! the arc a U a longer! curve to h Lk haot i9 o radius d 32000 feet. though a central a 4. d I. 44 to the it w end of s centerl desarptloeh; '' T06E1149i ■cTH a 25 foot expose. eg•e and utRl dramatist tss our o portion or Ravb•d Lots 2 and 3 sold boundary Ina *Oat ow/ No. 61- 4043LA. t ng 125 it on each skis of the follo.aag d xrb.d centertn.- Bogeying at Poet !re ; Have north 00' 14' 00' roost. 2260 th 0 foot to e end a this c rterwe dsscripttono ALSO TO6Elleet PITH a 24 foot ogees, egress ad alleles ~mod. over a portion or revised Lot 2, said bor+ry Inns ac) eteent No. 91- 40-ftA lying 12 Foot on eoch side oP the folkway ascribed c«n terlem Gomnuwrg tit at • .outcast corner a Peru' I d sad Gty a 1 1:nna Short Plot No. 76-76-16-50; thence north 00 14 most. 21-47 h t Poet to o pet or b•genrhg ce this ce torlbe d..crp t n:et ench eouMsnst rli 4350 hot along tit arc a o non-tongue curve to Ni. r$*. )io 4i g a co** et 5600 feet the cacaos poet al reeds boos south 00 WOO' nest. Dram"( a corbel =gill a 4 4 to 0 pelt or revers* envoi r Marco southeaster southeaster 9704 rest along the arc of a arve to Um loft. having a rodeos a 100.00 foot Drugs a control angler of 21. 14 . 54• to a point of curvoturo; then. scvthea.tery 294.41 foot along the arc a a cow to the I.ft, having a roe** of 66432 foot, the radius pout of itch boars north 29' 36' OI eoet Outwit o control a 15 05 50 to pout of curvature; Bronco north•asteet 43.14 feet arc of a non- tahgset curve to the left, having a radios of 0000 rest. Ms road * poet a n .etch boars th OW 5Y 06' .c 41 t throw) o central onto of 90' 56' 06' to the end a this Mot potion a Uh VOL 6tlttaen Donation Ladd Clash No. 40 ad a the southpaw! ;porter or doe southrsat quarter a Soctlon 24, To. I 23 North! Bongs 4 Cost. F04. and a w 6orme b d Lot 1 Seaton 25 Toreelp North. 23 Nor Romp 4 E03t.104. In KMg County, Tkishi gton. drscrbed as follor.s. Bogfnnrhg at tit* sots; st corner of Prr¢.i 1 a Gy a lbbdo Short Plot No.16 -16- 9 as rocardsd odor King Coady 40; *once Recording No. 14060500(W north 00 14' 00• most. Al bet; twee south ee as l• 4T 0 ' et.1000 foot: shone nut. north 00' 14' raj' n 652 foot; throne north 10' 34 nest,1731 rook ow Me south 63' OT 11• east. 0006 bete theme south 42' 04' 00' east 1022 het; thaw. sash 5r 5T 1• oast 2 102.40 Fut; chorea south 64 95 20' east. 12150 foot; thence north 71' 04' or .*rot. 2500 foot; these saoth 02' 19' 9r nest 1067 foot; et; Bence north ay 46 moot. 607 Peel: thew. sate 0 2. 0' 3r most e.99 Foot to a port a cwvabrr.; thuse h...ti.t ry 238 bet along the arc a a to nger* cow OW U harrhg o rot a 2000 foot. throve) ou a central arete el 12 . 09' Mr to o point a morels ar morsvatare; thence souUwi. terlj 626 a e leroan 6 feet along them arc a tangent ar to the I having a roan a 6200 foot a central aggro a O6 2pr S0' to a point ca w t an sold carve; thew.* scuds 06 34' 56' rust 66.20 root to a port a curvature; thence norHhw.steryy lit 14601 toot along . arc a a non - tongue 1Ir�,� e cow to o rr hovrg a rods.* of 418600 foot, tit ra pot* a .iirh bears north 06' 97 25' east. trough a control amps o'. 04 00' 01' to o pots* on said ewe; Mange south l5' 37 26' most 9030 root to a a ewvdob Maui aws mostorlg 4.43 feet along the arc a a non•tangad arm, to the right. hag a roan or 4 foot 6630 the rodbs point or ,�irh bars north 15' 92' 26• east. Urargh a central gri4t. a 00' 93' 24* to a port on sad are; Bronco south 16 Bianco C 55• most 20g1►at; anco south 00 14 CO oot 3400 foot: thence north 04 46 00' oast. 2450 bet; trance south 00 14' 00' •ost.144.50 Foot- Mme• south b4 46' 00' most. 64.00 U 0 feats hnce south as h 00. 14 t, 030 it Menu south O4 46' 00' n.sst.11550 root to Port A j Nn he north 00' 14' 00' most. 34100 beet to tie port a beginning_ tower,. that portion shared the ru wl duo 90 foot City a Seattle Ppetn. R4 - riot' as recorded under Keg GO a ey Recadng No 410615th. (O/30 MON. AS revised Lot 2. City of WW1, bamdary Ire adJh*teha* No. 01-4044.A, sword/ad wider Krhg I�io�NO co 0112160540•, sold dar d bowny Ins being a revbb a obi g a 1t bdo boundary In e o . ► adJe nt N lot -I- A recorded wider KMg Carty RocorA�hg lb. tio20 2304. reedit RavY a 1bb l .d Gly lo Short Plot r rded under Kiwi C.oaenty Recordng No. 7406050040, raise end m er Keg Ca Recording Revisers /406050041 aid 7 T1 06Efl Yenta 24 foot tires& •gr ss. and blabs oasomo a over a portion a revised Lr re.d Lot 3 Cty or 1lrlvrlo y h Ad)isbnet No. B 01-40 -ETE a t lying 12 Fut on eroch stds e rogaiig described c.rt rine. at Potosi as described above; Ni ou:• south 00' 14' 00' (loot 'i300 foot to tits port a b.¢ of Uhts ce terre d.scr *fo thence, north O4 46' o0 mat 4630 loot to Port'B : theme connives �' 00' oast. &WO bet to Port C's NO eativAng north 04 40• 00' east.640 a 0 foot to Poet ; Tiede• cts * g north 04 00' oast 125 he 0 foot to t and or its corterlre descrp )S t1ont ALSO T06BeHER fll The fodo.4g 25 root es4. •WOse and ug11 i eosenrrb ve or portion d revfsod Lots I and 9 d Gay d Abdo boundary Iry adjustment No. 01-4001.A king 125 fast on each side or tio folloneig�dascre•d unearths; Bogh*i9 at Po tent• north 00 mot. 7900 Foot Uh to • end d this c(lntorlre d ec4 tioa Bge.neg of Point thence t - . thence north 00 14' 00• must 4650 Foot to ev a end cis or/ try ddsuptbrt ei59 * thence Port'D . ee Ho c• north 00 14' Orr most. 22600 rest to tine end a this coeterb o desolation. 126` 13 that portion a 6ovoran i* Lot 1 a Section 25. To nnollp 29 Korth. Rag /114. s 4 East. it h 10hg Cure i1 I* ton, acre p«t cidarg duetted os ►aloes. B•grnrg a sox-roost tamer or Pact 4 a City a lebilo 9iort Pat Pb. . 16 -166 as recorded odor Kies County Rao:rang No 14obG50046, a 0. 14' thw. north o 00• nest. 210.00 foot to a port a rr, owl/0 thence northerly 104-72 foot aging t» a+e a 0. nof4an9.d co to s Sett hoteng a radii of 40.00 foot, the roars point a Mach ich boos earth 00' 14' 00' most troug a 4 h a control . d 150' 00r CO ' to poet a rev.;.• curvature; fiance 4124 oot along to w Nis arc taiga* r a a ta* c ve to to rte hovels a radio d 40.00 foot. Brom/a a control «4. or 0 60 0 to port a then co north 00" 14 wet 1L2131 Foot; thaws north M 4 00� oast 11340 Foot( thence rrortl 00' WOO' nos! 030 feet; Menu north 64 00' oast 4030 Foot; Memo north 00' 14 nest 630 fist; north a4 46' CO' spot 2461 root; thence, smith 60' 14 00" octet n14 toot td Poine Bence north 24 46' 00' east 4496 foot to a poet a uvvobr•; bone norter� 52.46 foot dandy arc a a tangent curve to the let. having o radius a 320 root *go o eenhve *Vs a 04. 26"39 to a w U par* on sold cow; ro o., south 1r 25' 04' east 3054 Foot; Menu .moth 12 34 56 nest 2600 feet: nc thee oath Tr 25 04 oast 10534 Took Ni ha• sash 91. 16' 43 nee! iv4 Feet: thence oa4h 94 5r asst 6034 feek trice south 90 51' 21' most 6130 but; Baru * 4h 17• W 5 mat 33!!4 reef; thane. seta BP 5T 2r most 5102 hook thence south 19 4D 40' roost out st 5433 foot; thane* mutts 00' 96 oast 6234 foot; south thence sou 00' 1b 6 5 west 41.21 look thence smith 01 east 5371 scot; Memo south 16 46• (l themes ost 5691 foot; south 2r 5T 11' oast 024 foot; trace norther 4T me rod. 00' t 94334 ie•t to port a begrr� MINI 10421111 AS roved Lot 3. a City of Tubers bondary . od)n*tm. midst- t No. Ot-40 -IBLA as reworded mer King c, King Recording No. 0112 4 6 05 4 0. Wing a revision a boundary ire ociintmort NO. e31. 1 -1A os recorded wndsr Kbo County Recon:mg No .102050964t, snide rovbod Gty d 1Mucb Short Plat lb. 76 -1636. retarded under King Coeds Recording No. 1906090040, abo recorded under KMg County Record 19 Noe - 790605004/ ad 74060500'14}, 70691149% Fern 24 root Mgr te. ogre:m. 4r d .taty easement over a portion a revised Lot I d City a wh liAndO Bodoy Lew Ada ebw et No. 91-40-0th. ling 12 foot al .w an s . d o b t t fotdng absorbed tontines= Commencing et Port'F as dd.scrbod chore: tone north 24• 46'00' Gast 4436 feat a ra b t too pond rvare; thence rrortw do y 6636 toot g to arc or a tangent ut. curve to the lo bavk-q a radios a 32000 foot trough a contra aag!. a U woo; 44 to a poet on sold v.; thence( saoth 1r 25' 04' East 3000 feet to the end a the center*. d srrptbr. LUL3: v:" h ... - -... AP 13 ? OI ► ; .: �fTT t 'J VT TfIII f,FiI'ii!tI1IiTFtr r i : /hLlilllllili111 i! `'>ti111111i1 Js t I (THii !TiiHTTT ir:iiit1iifillj l ;r ETTS!F' fj1TtjHJr 11i1Tr!T t;� i!'ililiiii1 iil[I111I11iUIiE v i ► -' iTTiTi TI11Tl�li ,I 1.1Tilllillli I 1 I 1 ty i Of TUC =:1io BtaDINS Hit CTiFoFTLIK1+V t.* r• MA R � ,� 2007 pERvrr c E•.: z . . NEIL C o planning igleriou architecture DESIG 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425 - 774 -8219 REGISTRATION I PROJECT NAME SPEC. OFFICE RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 3 SUITE 330 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON 98188 DESIGN TEAM PROJECT NO.: 07.041 PRINCIPAL: CK DRAWN BY: KMWH CHECKED 8Y: CK PALL STATE CF W ISSUED/REVISiOIIS 3 -26-07 ISSUED FOR PERMIT I a • • • r a a EXITING PLAN -THIRD FLOOR SCALE :I /16' =I' -0' - - -o- -- I • AREA OF CONTRACT • • EXITI ANALYSIS: I,610 5.E /100 = 16.a OR 17 OCCUPANCY LOAD 11 O.L. < 50 = I EXIT REQUIRED COMMON PATH OF EGRESS TRAVEL: 2003 IBC SECTION 1013.3, EXCEPTION I - TRAVEL PATHS < 100' W/ SPRINKLERS ALL OF THE TRAVEL PATHS ARE < 100' AND THE BUILDING IS FULLY SPRINKLERED CODE COMPLIANCE APPiRO JEv REVIEWED FOR AUG ' 7 2C [17 City Of Tukwila BUILDING DIVISIC• DoT 107 RECENED CaYOFTUIMIR.A MAR :? 201? PE r-r p. C o pluming inferiors erthitectere DESIG 22002 -64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425 -774 -8219 REGISTRATION n PROJECT NAME SPEC. OFFICE RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 3 SUITE 330 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON 98188 DESIGN TEAM PROJECT NO.: 07.041 PRINCIPAL - CK DRAWN BY: KAM CHECKED BY: CK ISSOED/RESTS$ONS 3-26-07 ISSUED FOR PERMIT PROJECT CONSNLTANIS SIRET Ni SHEET TITLE EXITING PLAN PAtL TIII NELL DOOR SCHEDULE POOR* RATED 110TH HEIGHT TYPE SATE HARDWARE REMARKS 301 20 M g t 7.0 06 I D O5 s as B15 •M-I R E M M I EX6116 302 - 3'-0' 13/5 A 11115 WS 1,1-2 IRETI5E EXFa1Ub DOOM 304 - 3'-0'` 1515 A E115 E115 141-2 R13I5E DOSTN5 DOORS DOOR TYPES HARDWARE TYPES - VERIFY W/ OWNER 0/5501.V COPE , , • 1#14 - TD(ANT E3tlRG MCI AND ClD5At II -2- LATE L ALL ODOR AND DOORMATS SHALL CONY 11111 ICC/1151 AM -2008 404 CODES 2. MAW s autos STAMM/ID 3 CONTRACTOR TOTE SE ND IE OGA1E E051116 DOORS AND HARDAARE MERE P1O66NEIE 4. AU. Do011a TO EE farm 1tm LEVER -M'E LATOM WR WRE OR OTTER AFF'RTAIEDNW° MOM= GOFFE tAT1ON PBt EGGWA16140426 MV 40421. '5. JILL DOORS TO OE GPE NNILE FROM TIE !ME I1E1/0W A KEY OR MY SPGGW. IQglED6E CR WORD 6_ BMW DOORS TO REMAIN. 1 T1iE9OLD5 AT i Y SWILL OE VT MAX. IN IIZHff PER TGG1ATEI MT) -11008 SECTION 40424- O.11 � DOORS 9YLL WIVE TIE Mk 003I1/I6 FORE A4.L011ABLE IN THE APPROPRIATE AVISISIRATIVE J11y1101N1Y. Mt ICG/AN51 A11114203 40426. t VERIFY NTH. TENANT,BUIDTHS MAifA6i3t 1111101 DOORS /ILL N®3 LOCKS O • O No WORK 115 SuIE SCALE: i /W =1 -0 DEMOLITION NOTES t DEMOLITION PLAN I J 1 , I I I II I II !I CJ I ' II I I7 I - �=== =q *ERE DH40LITION OCCURS, ALL 1434ARIN6 WALLS ARE TO BE PATCHED, SANDED 51001/1 AND PREPARED FOR MHOS AS RS2LIRED. REMOVE DOWNS FLOOR FHN5IE . PATCH AND PREPARE ROOFS AS REWIRED FOR 5400Ii1, LEVEL FRI9L ALL DOSTR 6 WALL FWD TO BE REMOVED PIALLS ARE TO EE PAWED, SNOW 51400111 Aid FRB'ARED FOR 161 FNS E5 AS WHERE MI PARTITION Mt£T5 EXISTN6 FURRED COLD/41 OR CARE WALL, R@40VE co RIETL eEAD, ALAN. TAPE AND SPACKLE NI31 FARRIER TO EN5TW6 GYPSUM BOARD. ALL CONSTRUCTION TO REMAIN AND AF#EG137 BY DEMOLITION SNN.L BE PATCHED NV EPACKLED NV BE PROPERLY teietRiD Alb AMID 50 AS TO LEAVE NO EVIDENCE OF PATGH1NEi OR REPAIRS. DO511N6 ELECTRICAL. NV 1ELE RIOIE OUTLETS LOCATED ON DO4OLISIiD WALLS ARE TO BE Rfl4 VFD NGUEt71N6 GOtr7UIT AND MKS BACK TO JOCT1ON BOX LOGATIOW ARE TO BE PATCHED NV REPAIRED TO BE i .L H MT ADJACENT MALL SURFACE. MERE R.UMBR6 FIXTURES ARE BENS RH40VED OR MERE DO°OSW PUVOISS PIPES OCR GAP LpES eai v RIMED SURFACES PATCH AND R€PAtR AS REQUIRED AIL EDWIN& communion THERE INDICATED INCL DRN6 ELEGTRIGAi., THERM PLT8EN6 AND IECHA IGAL DEVICES NOT 0116415E QdK,A1ED ON 1/ESE CONSTRUCTION DR II4S5 SHALL BE PENNED IN A CAREFUL. KAME R 50 AS NOT TO PM4ft6E MOWS GGtI57RUGTiON. DEMOLITON LEGEND NOTE REUSE ALL MUSS ow IGE DOORS : _ _ _ _ DEMOLITION • • rr' I 11 II II II II II II II II NO WORK 105 911E 0 �1r SGALE:I/B• =I' • NO WORK INS SATE PARTITION PLAN l394l Car. RM. PARTITION NOTES GONTRAGTOR TO VERIFY ALL DTMEISICIS ALL DISGREPANO S MIST BE BR01I611T TO 11E I*WIATE ATTENTION OF 1HE ARCHITECT FOR DIRECTION. ALL PARTITIONS. KEW O11f31ISE NOTED. SHALL EE GCI61RUG1LD MTH METAL STUDS AT 24' OL. NTH 518' TYPE ,C 6YPSII4 HALLBOARD EAGI4 SiDE DE RE SHALL BE NO EXPOSED PIS CONWIT, DUCTS, VENTS, ETC. ALL SUCH LNts SHALL BE GOWEJVJD OR FURRED AND FIRMED, RUSS OT ER ISE NOT AS DG OSED CONSTRUCTION ON DRAN1N65. OFFSET STUDS, N@tE REQUIRED, SO THAT FMSHED PARTITION SURFACE WILL BE FLUSH, MESS OUERHEE NOTED. PROVIDE WARNS AT EXI5TTN6 PARTITIONS AS REQUIRED TO INSTALL RECUR/CAL no4, AS INDICATED ON TIE ORAMINE6. DOOR AND GASiD OPOIiSS mow LOCATION MEWS ARE TO eE 9X NOES FE=OM FACE AT HINGE SIDE OF DOOR TO ADJACENT PARTITIONS,. ALL DOT DOORS SHALL BE OPERABLE FROM TIE mot MON USE OF KEY CR MY SPECIAL IONONLEfl6E OR LTFGRT. PROVIDE 9EU METAL RENFGRG06 (6 HORIZON1N.LY NAM) STRIP OF 20 6A. 6ALVJINZ® METAL) R PARTMOtS FOR INSTALLATION OF WALL HAS CARET 1'IORIC AW PMILLIIN6 MERE INDICATED ON DRAMISS INGLUDINS ALL OWNER PROVIDED M345. GaN1RAGTOR TO VERIFY DIMISICte FOR ALL FIJSCBIN6 PARTITIONS. CCNTRAGTGR TO PROVIDE SHOP DRAHNE,6 FOR PESIOIER NV TENANT APPROVAL PRiOR TO W WFAGitRE CF ANY GABQET WORK, MN.LYVRY, NO NW OMR 5PEGiAL 111345 R6WRJN6 CUSTOM SHOP FABRICATED WORK PARTITION LEGEND DMUS PARTITION TO RI34AItt 15/5 TENANT PARTITION - B V META. STUDS • 24'10.C. HUH 518' TYPE %' 6113 ON BOTH SOS FROM FLOOR TO UNDERSIDE OF 11119 GE1R6 I 3 -01rr - x PE-U5E DOSTR 1Di6 6 FROM B 2 STE 200, R9JTE R D'S FRAM 0 KEY NOTES L AL1611 FOIE SWAGES. 2 ALIGN AT CORM 3. PROVIDE RS STAKES 511 SINK, 4%. P-LNI BACK9:1 9L GAI1IERTOP, BASE NV IPPER GAeoET WITH at AD:.1.15T a.E 911E PROVIDE 8115 2-0 x r -6' 4, x r-6 OPEN P-i.AM CABINET IN IP ER CARET FOR IDWIr PROOVDED I4CRalAVE VERIFY ELECTRICAL RBSUIREIVITS FOR PICRaWIIVE PROVIDE GOLD WATER LENT: FOR TENANT PROVIDED COfFEE MAKIN AND R i16ERATOR F 4. PROVIDE MI CARPET AiD RIEVE R BASE 111ROU$HAIT. UDx VERIFY 5FECIRCATI0t5 MTN PROPERTY 5. ?ROME Her'V T NV mem BASE N WEAK / PORK ROOM 1302. VH FY SPE CFICA1TONS Willi PROPERTY MANA613t NO WORK NS ME • • 0 SCALE: I/b• = 1' -0• Igt f OTHERMSE NOTED. ICI GOLF. RM. ELECTRICAL LEGEND N 11131 619 6ROIID FAULT RIIERRlPTER - ELECT., PHONE, DATA PLAN ELECTRICAL NOTES - VERIFY FINAL LOCATIONS W/ TENANT ALL WAIT.142RTED TELEPHONE AND ELECTRICAL OUiLE15 TO BE INSTALLED W ABOVE FLOOR UILE'S6 ALL/ANY CORE DRILL LOGAT10N5 SHALL BE VERIFIED NTH DESOER PRIOR TO DRAM. ALL WUSED CARE DRILLS SHALL BE PL166E3D NV GAPPED AS maim TO MAAMiAN FLOOR iSRE RATR 6. ALL 113 EPI ONE AND CORIUM M PIKES SHALL BE PULLED BY Tt Nff CONTRACTOR IJN.E'S6 0111345 NOTED. ELECTRICAL CONTRACTOR S J- PROVIDE RILL. HMS AND BOWS AT EACH LOGATION. WALL MOUNTED DUPLEX REGEDFICAL CURET WN.L. MOINTED DUPLEX REC,EF'TAGLE CUTLET - DEDICATED YJOV, 20A WALL MOUNTED l,UTADRAPLDC RECEPTACLE OUTLET WALL MONIED 0243OATION 1ELE'PHOIE NV DATA CUTLET B BLMK PLATE - VEINY FORMER DATA/ROE GUILET -MA RI N9 LOCAlla6 W STRING E EXISTINS ffElk CONTRACTOR TO REUSE AND / OR RELOCATE E G5T1N6 ELECTRICAL / fl LERVIE OUTLETS MERE PO55E E. ALL EXISTING E3EGTRIGM. / TELEPHOIE OUTLETS NOT SHOYtt ARE TO REMAlt USE EUILDR6 STANDARD E LEGTRIGPL FUC110/ 5 TIRO SWINE 1N.P55 OiH13GISE NOT1D Mk 25 6A. MR_ SW TROP TRACK. BRAGE TO STRZTURE IV MIER 112 6k 6LAV. STL missal HANGER /IRE SET CR256A. Kn. 51tV5• V OL. OR 21$1 WILL SECTION WOW JiNOHOR TO TOP TRACK FIR MFG. OMIT- SA 13MIER GH NIEL AIIGHORED TO EtOOR WPOWER ACTIVATE MIEN,* SYSIBI I LTI X.-/F 22 PDT OR E LIAR. J45 VIAL. I BIIIDMIENT 6 344' AT 24* OGL MAX IV PIORK THIS SUITE 25 6A STUDS OR NASSE RS D05T_ CART. t` 11TL 1RIM IV PAPER NHS 25 6A.6M.Y_ 3 yr NFL STUDS • 24' O. UP TOW-6" � rat x6ff8. SECTION - BUILDING STANDARD PARTITION SCALE: N.T.S. • AUG • ? 21';x: 1101IORK11115ME EIf) E 4 REVIEWED FOR CODE COMPLIANCE APPROVED Ek: City Of Tukwila BUILDIN °P STO':` RECEIVED „ . MAR : t. 201 p2 eb?:T DO1b (�7 REGISTRATION 4676 PROJECT MANE DESIGN TEAR PROJECT NO.: 07.041 PRINCIPAL: CK DRAWN BY: KJUl M CHECKED BY: CK PROJECT CONSUUANIS MET NQ PAIL SPATE OF W SPEC. OFFICE RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 3 SUITES 304 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON ISSUEDIMISIONS 3 -26-07 ISSUED FOR PERMIT A1.0 NELL C O piI.ning interiors ertt,itectlrre DESIG 22002 . 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425- 774 -8219 SHEET fliME DEMOLITION, PARTiTION, ELECTRICAL, PHONE, DATA, PLANS I % 4 SPLAYED SEISMIC BRACING WIRE ATTACHMENT SAW DRILL-N EKPANSiGN ANCHOR MINV4H 51RUG11REN. GONGRETE ATTACHMENTS SCALE: N.T.S. SCALE: N.T.S. 6AP DESISN STEEL 51RAP GAGE 3 URNS SPLAYED SEISHEC PORE VERTICAL HANGER WIRE ATTACHMENT SHOT -IN ANCHOR 51RUGTURAL GOICREiE L_ t - 1 1 F1.11IEE PLOP RIVET SEISMIC SEPARATION NOTES: i_ FOR G&Q AREAS EXGEEDIr6 2500 SO. FT, A SB5MG SEPARATION JOINT OR CHILI. IEi6HT MU. PARTITION THAT BREAKS NE CUM SHALL BE PROVIDED RVETS ANALYSES ARE PERFORMED OF TiE CELN66 BRACING SY51E1j, a09JRE Nl6LE5 AND FB€1RA110I6 TO PROVIDE SAIGON IGIBN aEARANCE 2 - TIE LAYOUT NV LOCATION CF 11E 5EI6140 SEPARATION JOINT SHAH. BE PER NE DE'SISER OF RECORD NV NOM ON lit PLANS F A SEISMIC. SEPARATION JONI 15 R . BY THE DH'5i6IR, 11E DE?516143t NAY USE TIE 6E/BRIG JOINT PETALED ABOVE OR A PROPRETARY JONT. AMOUNT OF FREE MOVRTWF ( 6AP DES161U SHALL BE PER THE DESIST ER R OF RECORD. SEISMIC SEPARATION JOINT MAY MOSS ARE TO BE MIR 4-12 6A, MIRES ATTA LED TO TIE MAW BEAN. FIRES ARE ARRAYED a0' FRON EACH O11ER tt AT AN ANGLE NOT EXIN6 45' WON THE PLATE OF DE GL&. 1i11)C RGGOI UO W LBN61H FOR VERT. BRACING • 1 • Orlig • HAMER NOSES SHALL BE 12 6A. i 4' OG.OR 10 6A. S S' 00. 1138WAL ENE)S OF EA HANK OR CR056 1E MEJST BE SUPPORiED MINN 8' OF EA NAi.L 12 & liI1NSER /HIRE SPACED 4'OG. ALL ?WE TVS10BE 3 TIGHT 1UiNraAROUD ITSELF MINN 3 RUGS. OPTiCIML LA1BiAL OWNS SWILL BE 12' MIN cb' FROM /WIO.LS GHARr FOR SIZES MO VE RFY LAXAL COVE RSQ. LAT. FORM CRAMS 4 EA. U 6A. /QE SCARED TO MAN /aIIER MINN 7-0' OF CRO56 RE NV SKATED 40' iRON EA on • 12'-0r OA BORN OIRFL11a6 /V FIKST row MIN 4'-o" RIM FA MALL K'&4 WAN- (MAW MY) NOTES: aeon TEE L INSTALL SY51St N ACCORDANCE_ /E/ 200[3 BG. #61M G-635 A1ND Mb. AWE 7.02 S GUCA 2 LATERAL BiAf.116 REaMED FOR a.6 woo 5F Now fumy FOR a6.4 1000 Romp NET AiE SiRRRARNDL•D BY 4 MIS AND BRACED TO SIM.I R . PLDU6 c 11' DO FAIR iEIED LA1WM. MACAW. Gt0056 TEE59MIL BE: WAKE CF GYR/tYNb BE rem LOP0 /fMOUE! EX EM* OBIZOTI NN MAL TO 1I9600F ITS SPAR a LATERAL FORMS ERIILES SWILL ee Q ix. DWQ MD MN Po RRt HER MAN 6' MGM WUS 4. L$IIT FDI#REEwS t 10 LB5 9141L WAVE 1 125/! WARR L$lII FDCIUE'S e TO LIS ATV a 56 Las 91111 11 212 601. MI5 MIAOW AT CIFF 615 COMERS OF 11E Li6NT FD II E 10 ICE 5113D1ME ABOVE M RRES)% IBS MALL OE 51PPORTED DUMMY FROM 111E SIMIfNE GEN'L SUSPENDED CEILING BRACING SCALE: N.T.S. NOTES: THIN. I. 1ie5E RECCR443DATE0N5 ARE *HMV FOR 5 EFO W CELN6S WGLWIN6 6R1D, MEL OR TiLE, LIGHT MURES AND AiR 1,11NALS PEI6IIN6 NO MORE THAN 4LB6. PER SQUARE FOOT. 2. ALL HIRE TIE'S ARE TO BE THREE INCHES iPHELVE 6A6E NAISSER /"ORE SPAGI3) 4 FOOT ON 3. CHANCES IN CEILING PLA/E'S PtL R& ARE POSITIVE BRACING. LATERAL FORCE BRACING SCALE: N.T.S. SS' NRLAT UNAiTACED MAILS SPREADER EAR OR 6f21AL TO KEEP PERIM= C.OM'OtENTS FROM 5PRE/1DIN6 APART NOTES: I. HALL MOL01$f (FER•ETER GLO3IIE AusulB) ARE MIMED TO HAVE A HORiZONATAL FLANGE 2 ROES ME, UNLESS ALTERNATE FEIHODS ARE AMOCO PRIOR TO INSTALLAITON BY TIE LOCAL NMDI S DEPF. ORE E 1 V OF IRE C31.IN6 GRID SM. BE ATTACHED TO THE NAIL MOLDOC, LIE ODER ENV SWILL HAVE A 314' CLEARANCE FROM THE MALL AND FREE TO SURE 2. DE 6RID SHALL BE ATTACIED AT 1MD •0J MALLS (POP RIVETS OR APPROVED METHOD) 3. TI ERE SHALL BE A MIN1414 3/4' CLEARANCE FROM 11E 13D OF TIE 6RID 51l'51134 AT IN- MACAW RILLS. 4. SPREADER (WAGER) BARS OR OfEL FENS APPROVED BY LOCAL BUILDRIS VO'ART UIT SWILL BE LEE D TO PREVENT TIE 1305 OF TIE iAN BEAMS AT PERIMETER MALLS FROM SPREADING OPEN URNS A 51354G EVENT. PERIIETER PORES SHALL NOT BEN LeJ OF SPREADERt BARS S. PORE TYNE IS ACCEPTABLE ALM/HAiTVE TO SPREADER BARS. 6. vFREADER BARS ARE NOT R6Q. F A 40 PEWEE INTER5ECTIMS GROSS at MAIN IS P0111)1 8 INCHES OF TIE FERV ETER MALL SPREADER BAR & WALL MOLDING SCALE: N.T.S. NOTES: L MISER ND PBtIETt3t FIRES MST HE FILM FINN i II 6 MESS COMER SLAMS FIRES ARE PROVIDED 2. HA IM PORES SWILL BE 12 6ABE NOD SPACED 4 FEET at CBIIFR OR 10 6A6E SPAG® 5 FEET ON CENTER :3 Mr CONEG11011 DEVICE AT NE 5U'PDR1116 mammal SiNLI. BE CAPABLE OF CARRYING NOT LE TA MAN 100 PO1D5 4. FOR E56BNTIAL FACILITES, HANSBI FIRE GONEGT1016 N.IST BE WAKE OF CARRYING 200 Paws ATV BRACING (SPLAY) MRS 94 LL BE CAPABLE OF CARRYN6 440 PONDS. SNOT -N ATG110R5 N CA EIE ARE NOT realm FOR E3E.1GN6 MIS S CRACKS /ORES 51W.L EE AiTAGOD TO IRE 6RD AND 10 1/E S1TR/IGIIOE N MICH A WANNER THAT 1NEY SIPPIORT A VE9611 LOAD OF NOT LIM IRAN 200 FAIO5 CR TIE AGM. ESi611 LOAD, MIN A SAFETY FAGT1R OF 2, /MGIEVEJt IS SEAM. b. PotVER DRW31 FA6lDERS HOST EE AMMO FOR AA'R10PIi1AlE LOADMN& 1. =NM DVS CF EACH RAN EEAM ARID C10066 NET EE SUPPORTED MTIl18 INCHES OF EACH /HILL pmii A BETE! /IRE HANGER (SUSPENSION) WIRES SCALE: N.T.S. • SEISMIC BRACING PERSPECTIVE CEILING GRID GENERAL NOTES CEILN6 BRA .1) 9. SEE DETAIL M iN05 SHEET SCALE: i /8' = I' -0' ELECTRICAL FIXTURE NOTES: I. U6HT PIXTiRiE'S PB61116 LESS THAN 10 POWS SHALL HAVE OE 12 6. HANGER TORE CONECTED FROM FIXiURE TO TIE STRUM ABOVE MIS VORE WAY 13E SLACK 2. 1.161ff FiX1U ES P66N015 MORE iHAN 10 PO WS ND LE'S6 THAN SOBS. 9W1L HAVE 1140 6ME PORES AITAGH® AT OPPO INS GOR1@75 OF THE U6HT FIXTURE TO LIE STRUCTURE ABOVE TIEEE MIEE5 MAYBE SLACK 3 LISHT HXIIRRE?S 113611/N6 MORE I HAN 56 LOS SHALL EE SUPPORTED DIRECTLY FROM TIE 51RUGILE MOVE 4 roma/OWED FIXTURE'S 5(lL1 BE PORE ILY 511'PORTED FROM ICE STRIJGRRER ABOVE UMW A 4 6A6E VIRE OR AN APPROVED AL313a4ATE SU'PbRT PIfl10Ur USN& lit CHINE 9BP0E101 FOR MGT SUPPORT. 3. TATWI FIX11R ES MY UTILIZE Ca lleN FIRM MECHANICAL SERVICES NOTES: L HUES OR SERVICES I13611116 MB . EWJ'T NOT MORE TWIN 56U3S. MUST HAVE MO 12 6A6E tS CONNE CIN61NE34 TO THE CEI.1N6 SYSTEM HANGERS OR HIE 51R RACE ABOVE TRESS NIBS MAY BE MACK 2. URINALS OR WA•CES MS= MORE RiNI 5i6LB6 PL6T BE INDER3 EMLY 51PPIORTED ONECILY MN IRE STRIJG1iJ1E /iBOVE nae PIPES MST c£ Trv7 SPRINKLER NOTES: L FOR aims /1 ON RSV ERAG1l6,5FR1a. (FAD PBEYRAIE0N551NU. WAVE A 2' OVBL511E RN64 %EVE OR ADAPTER IIII0611 lit CEIUNS 11LE TO Pilaf FREE MfOV@R3lf aF AL LEAST r IN ALL INORSOFW. DI REG11 6. FLDXEILE WAD DESIGN THAT cm ACCaMllODA1E r.9EIE PVV8Ulr SHJILL EE FTRWITED AS AN ALIBDIAIE • • ETT FA r a. D .Q • • • • • • d REFLECTED CEILING PLAN - FIRST FLOOR CANTER 5LOPElr.�PLAYID 5894c BRAGN6 MIRE ATTACH UIL, SEE ATTAG UtT DETAILS THIS SHIFT R CEPITCN CON:. RM. 0 LIGHTING NOTES PROVIDE FIRE DAM'BL5 AT ALL 5U'PLY AID RE1WN MR OUiLE151, BETS, CR DUL1S PBE1RAIN6 FIRE RATED ASSEND .iES, BiGL09JRL5, MACS, FLOORS, OR SURFAGESr, AM) AS BY FIRE MARTt4ENf, F APPUGA LE CONTRACTOR 511W. OBTAIN APPROVAL FROM 0E516NE:R OF ALL 11eEM05TAT LOCATIONS ALL REWIRED DOT SIGNS SHALL HAVE LETTERS SIX ROES NIGH MMMM AND SHALL CONFORM /01Ii ALL APPLICABLE CODES. CUM 1 5 115 ME FROM 218 TO Ft8SIED CE3LN6. LIGHT SIITG!£5 SHALL BE INSTALLED AT .48' AFF. MULTIPLE 51110E5 50CMD BE GANG() TO6E1HBt UIESS OT1E34115E SPECIFIED GONIRAGTOR SHALL PROWDE E?E326BIGY 116HT1N6.51ROBE U6IlES, 4 W10-VISUAL ALARM TO MEET ALL APPLICABLE GORES CONTRACTOR TO VERIFY ALL SNITCH LOGATt0I5 TENANT PRIOR TO 06TAUA110E1. NUMBER OF SMTCES FOR OPEN AREA IS BIDDER DF516lt SPECIES INWARD ON DRAMS FOR OPBI AREA ARE FOR REFER/31GE OILY. CONTRACTOR SHALL PROVIDE 5E124G BRAGN6 • ALL RELOCAlED LI6liT mums. CONTRACTOR SEMLL PROVIDE LA14'5 IV RATED MISS MERE FiXT1REES GOlE IN DIRECT COIrAGT ATH DEILANCR OR PROVIDE 6113 TWINS FIR LOCAL GODS LIGHTING LEGEND • 4*- E N R NOTE: EXI5i146 BLS 2 x 4 RJJORECENT LIGHT FIXTURE TO REMAIN � __ ';V R E; R RELOCATED MI N S INS 2 x 4 FLUORECENT LIGHT FDOURE CODF Ct'.' • �? +-ice' pp Rr k! L tSl5 POSTING SPRIWIER tEAD LOCATIONS FOR OFORIHATioN O LT LIVER SEPARATE PERMIT) AUG - w 4IIMiD DOT 516N NV BMER6O Y U601 - DIRBGTiON CF ARRON( MINA S N 6 120 / 211 E N MUTE 110aONOPLJ161IG LW DOT, SINGLE 511XL FACE /V EXTRA F PLATE, SEEN EFTTEM, IV NOD BATTERY DAME, NO. MEOW City Of Tukwila 'WING UI!lct' • BiS SINGLE SNITCH D OSING TO MAN 1131 RELOCATE WRNS FIXTINE GONIRAGTOR TO RB/5E MV /OR RILOCAIE E G511N6 LINT FLOWS ATV SINTERS ISE RE POSSIBLE CONTRACTOR 10 tESMTCII / R6 NICUIT war SIIITOES MD weir FDCIURES AS 11®837. ALL D05T116 U61R FVCfl /S110 /S110ES NOT 910N1 ARE TO MOIL LIGHTING CALCULATIONS LIGHTING NOTES. PROVDE 103'1 CETU N6 iLE S NV ten USHT FIXTNIIE LE N5 A6 RtE33N0 ALL DO51IIS U6Hr FDIRIRES TO WW1 MINI TENANT SPACE, NO PROPOND QW16E IN BER6Y USAGE • RECEIVED . . - s! A • CO NEIL pleaaal htrle erilecture DESI 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 -774 -8219 REGISTRATION PROJECT NMI DESIGN TEAM PROJECT NO.: 07.041 PRINCIPAL: CK DRAWN 8Y: MOM CHECKED BY: CK PROJECT CONSULTANTS SKEIN. SPEC. OFFICE RIVERVIEW PLAZA TENANT IMPROVEMENT BUILDING 1 - FLOOR 3 SUITE 330 16040 CHRISTENSEN ROAD TUKWILA, WASHINGTON 98188 ISSUED/REVISIONS 3 -26-07 ISSUED FOR PERMIT STET HIRE REFLECTED CEILING PLAN & CEILING DETAILS A2.0 • •