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Permit D10-085 - STATE FARM INSURANCE - TENANT IMPROVEMENT
STATE FARM INSURANCE 7100 FORT DENT WY STE 260 D10-085 City Tukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2954900440 Address: 7100 FORT DENT WY TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10 -085 Issue Date: 04/30/2010 Permit Expires On: 10/27/2010 Tenant: Name: STATE FARM INSURANCE Address: 7100 FORT DENT WY, STE 260 , TUKWILA WA Owner: Name: RADOVICH PROPERTIES LLC Address: 2835 82ND AVE SE STE 300 , MERCER ISLAND WA 98040 Phone: Contact Person: Name: CHRIS SCALZO Address: 2535 82 AV SE #300 , MERCER ISLAND WA 98040 Phone: 206 267 -6060 Contractor: Name: FOUSHEE & ASSOCIATES CO INC Address: BOX 3767 , BELLEVUE, WA 98009 Phone: 425 746 -1000 Contractor License No: FOUSHAC 1580D Expiration Date: 08/12/2011 DESCRIPTION OF WORK: TENANT IMPROVEMENT INCLUDES COMBINING (2) SMALL SUITES INTO ONE. EXISTING OFFICE TENANT OCCUPIES 4,167 SF. TENANT EXPANSION TO INCLUDE 1,244 SF OF OFFICE SPACE AND 552 SF OF A -3 ASSEMBLY SPACE (TOTAL OF 1,796 SF ADDITIONAL SPACE). WORK INCLUDES DEMOLITION OF EXISTING AND CONSTRUCTION OF NEW PARTITIONS, DOORS, RELITES, AND ASSOCIATED WORK. NO STRUCTURAL ALTERATIONS TO OCCUR AND MECHANICAL, PLUMBING, AND ELECTRICAL TO BE UNDER SEPARATE PERMITS. Value of Construction: $75,000.00 Fees Collected: $2,009.09 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10 -085 Printed: 04 -30 -2010 City oftukwila • Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us Permit Number: D10-085 Issue Date: 04/30/2010 Permit Expires On: 10/27/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: ivutot Date: IV O 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 pe a ce of wo . I am authorized to sign and obtain this development permit. / Date: 2-(71 C� Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -085 Printed: 04 -30 -2010 Parcel No.: 2954900440 Address: Suite No: Tenant: • 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 7100 FORT DENT WY TUKW STATE FARM INSURANCE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10-085 ISSUED 03/31/2010 04/30/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D10-085 Printed: 04 -30 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 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: 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) 21: 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) 22: 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) 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: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) doc: Cond -10/06 D10 -085 Printed: 04 -30 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 27: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 29: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 31: 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) 32: All new sprinlder systems and all modifications to existing sprinlder 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) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 34: Local U.L. central station supervision is required. (City Ordinance #2051) 35: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 36: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 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: 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. 41: 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) 42: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed doc: Cond -10/06 D10 -085 Printed: 04 -30 -2010 description of intended use. • • 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 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -085 Printed: 04 -30 -2010 • • 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: l l '3(7./ doc: Cond -10/06 D10-085 Printed: 04 -30 -2010 CITY OF TUKWIL. Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us SITE LOCATION Building Permit No. V,04""" Mechanical Permit No. Plumbing /Gas Permit No, Public Works Permit No. Project No. (For office use only) 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.: ) C' i t'i q 6 aki Y S' Site Address: -1 t Oo FVri 0-e e4 ci Suite Number: 2t*00 floor: Scc,,,.., - frx„ • Tenant Name: crt c Ft, yv v‘ Su Ye? Pt CC New Tenant: ❑ , ...Yes No Property Owners Name: - O k vi P._0 eel G 1C C Mailing Address: 2c 37 4s 7-1,a &•i'e S ; W 3Ca �Q vCr` City S (0 d t-t- /4 � qC L/ G State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: CAVt l gca f.1 Day Telephone: 2 0 Cr? '— 2. --Co 7-- ceOCv 0 Mailing Address: ...e SE 30c, 1 II[ -P vC c'`' "S (at-/ r fit (. C C`f o State Zip City E -Mail Address: C Lel f c' ! S C' c 2 G 0 \ C e'CA € vc C. rows Fax Number: 7 G (2 — (p i CRC( / GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) .r Company Name: ci .01 1-Sr S See- c a-I S Mailing Address: City Day Telephone: L( 2 r- 7 -( (p r 1 ()Cr) Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: 3ttM Baer O vv 1t t State Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: 3 a 90ccf .C'e ( lc, rcl. ,Fax.Number: �1C1 v e «, Gcc „:9 e_ �Ca tacks LL- City State t,��C ?ool Ce t f G i.rr Day Telephone: 2.0Co '-t 1 N 1 L? - q Zip CO— \ - 4 ‘ - { 1 ENGINEER OF RECORD — All plant must be wet stamped by Engineer of Record Company Name: / iT Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: H'\Applications\Forms- Applications On Line\2009 Applications11 -2009 - Permit Application :doe Revised: 1-2009 bh State Zip Page 1 of 6 BUILDING PERMIT INFORN."'ION- 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area o e foundation of all structures, plus any des over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provid- e following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentatio at shows that the principal owner lives in one of the dwell gs as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Pr • ded: Standard: Will there be a change in ? ❑ Yes FIRE PROTECT ' /HAZARDOUS MATERIALS: Compact: Handicap: ❑ No If "yes ", explain: ❑ Sp lers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be s .ge or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes' tach list of materials and storage locations on a separate 8 -1 /2 "x 1I "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. H:\ApplicationsWorms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1S1 Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area o e foundation of all structures, plus any des over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provid- e following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentatio at shows that the principal owner lives in one of the dwell gs as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Pr • ded: Standard: Will there be a change in ? ❑ Yes FIRE PROTECT ' /HAZARDOUS MATERIALS: Compact: Handicap: ❑ No If "yes ", explain: ❑ Sp lers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be s .ge or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes' tach list of materials and storage locations on a separate 8 -1 /2 "x 1I "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. H:\ApplicationsWorms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 LITILDING PERMIT INFO ATION - 206 - 431 =3670 Valuation of Project (contractor's bid price): $ 75, orAn Existing Building Valuation: $ /0/ tail a Scope of Work (please provide detailed information): f r 4,1peetflEivisur Q> K �1.-P4 /a./ /G& Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below • . 1" Floor Existing_ Interior Remodel Addition to : Existing Structure . New Type of Construction per IBC ' Type of • Occupancy per IBC . 2 "d Floor .:: / 4! 6 7 Sr / 7/6 Sta 0 0 + / Y 5 5ftr- 13 3'd Floor Floors • thru Basement Accessory Structure* `; Attahed Garage •Detached Garage • Attached Carport .Detached Carport Covered Deck Uncovered Deck 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) __ i\I/A C MMEXLML 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: d Compact: e Handicap: t Will there be a change in use? ❑ Yes X No If "yes ", explain: A ^3 A55, tJr 0 o e.e Use �° y‘...Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety 9ata 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. *For an Accessory dwelling, provide the following: FIRE PROTECTION /HAZARDOUS MATERIALS: �u X75?7L H: Applications 5Forms.Applicenons On Line12009 Applications \I -2009. Permit Application doc Revised 1.2009 bh Page 2 of 6 PUBLIC WORKS PERMIT IrSRMATION - 206 - 433 -0179 Scope of Work (please provide detailed information): Arne/04- 7atrA/Jr 1ktrqt.01/ 0- Ct, Auta 1P _LSI" ALL A-L Etc) A Sse=mst -'r TR4tliN4 ,ski C/ 14 sr) - 5 Z DF /Vek) 8 d 1'GC srACJ 1, 7 g 6 .St tva4u Slave eJet N y 4, 4.7 5F af-Ace Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑... Water District 4125 ❑ .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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) 0... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for Tess than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right - of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑...WaterMain Extension Public ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 0 WO # WO# WO# Private Private 0 0 • ❑ .. Grease Interceptor ❑ Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size If FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑...Water ❑...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H .Applicauons\Forms•Apphcanons On line\2009 Apphcauons \I.2009 - Permit Application doc Revised 1 -2009 bh Page 3 of 6 •pERJVIIT APPLICATI°ONNOT•E ;... ,;: :•a :� : ;r a•:t +o �� -� 7 :+•. ;, :yr;� •S Appl;<cable to all= per•.m><ts� insthl��app71catlon� � �e t � '' 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 Signature: UTHORIZED AGENT: Print Name: k/l t/1 Mailing Address: if yte: 3fl // 2 (' // 0 5-c-` C[ f x-' Day Telephon f r a.(� G ^ '7` —t�CY, p� 2i3 7 r�--c- S� r 3 �u Ill -P 8 , r r t•—A i Sa`/C!a Date Application Accepted: I' 14 M � Date Application Expires: V0 l 101 I I, O Staff Initials: i'r‘, H:\ApplicationsWonns- Applications On Line\2009 Applications \1.2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Co Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas pi %g outlets being installed .o�� the quantity below: Fixture Type: Qty Fixture Type: Qty . Fixt ,, Type: •' Qty ':' Fixture Type: . ,• Qty Bathtub or combination bath/shower Bidet CI I es washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) f'` ood -waste grinder, commercial Floor Drain Shower, single head trap Lavatory 1' Wash fountain Receptor, indirect waste Sinks Urinals ` Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and /.d''enttdustrial waste treatment ini. ceptor, including trap an ° ; nt, except for kitchen type • base interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair o ,: "' eration of water . - ng and/or water trea•-E, nt equipment Repair : alteration of drainage ; vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 ,:ckflow protective .. evice other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow prote `,; ve device other than atmosp `: ric -type vacuum breakers ov 2 inch (51 mm) diamete", Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflo protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:1Applications\Forms- Applications Ond.Une12009 Applications 1-2009 Permit Application.doc Revised. 1-2009 bh Page 5 of 6 • • City of Tukwila �y Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: Address: Suite No: Applicant: 2954900440 7100 FORT DENT WY TUKW STATE FARM INSURANCE RECEIPT Permit Number: Status: Applied Date: Issue Date: D10-085 ISSUED 03/31/2010 04/30/2010 Receipt No.: R10 -01178 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 06/28/2010 01:34 PM Balance: $0.00 Payee: WELLS FARGO BANK TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 1007 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 PAYME T hil/! El ED doc: Receiot -06 Printed: 06 -28 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 2954900440 Address: 7100 FORT DENT WY TUKW Suite No: Applicant: STATE FARM INSURANCE RECEIPT Permit Number: D10-085 Status: PENDING Applied Date: 03/31/2010 Issue Date: Receipt No.: R10 -00553 Payment Amount: $2,009.09 Initials: JEM Payment Date: 03/31/2010 03:37 PM User ID: 1165 Balance: $0.00 Payee: RADOVICH PROPERTIES, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 015692 2,009.09 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $2,009.09 1,214.90 789.69 4.50 PAY EN ECFJVED doc: Receipt -06 Printed: 03 -31 -2010 INSPECTION RECORD Retain a copy with permit t 10 05 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1-"" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: A: E r= APM Type of Ipection: / -in/4 L- Address: 7?00 1:70 RI i`.aF "Li Date Called: �. 1 Special Instructions: ate Wanted: Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. / COMMENTS: ?CP r nntl t ��•v,,.� Iii P (t'��� Date: '? - —z —lc 00 REINSPECTION Fi REQUIRED. Prior to inspection, fee must be at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: • 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit d/) �� -4 &5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Sr f5 _ f"--- A R r� Type of Inspection: , c i 1 S . 4e, 1, A ire Address: `1 I O t for T _ )eAT Date Called: G) Litz 1 Special Instructions: . Date Wanted: /� e----'' -- -a.D1„ 2L. --(��J p.m. Requester: Phone No: _ 425 --1(‘ -2Q5 154Approved per applicable codes. Corrections required prior to approval. COMMENTS: CO£x.S }�,...x? (t \;.,,,5 - A, p1IL Li. t°J,o —I z�[..mot- 1,,,caI— Spw.k./kLOA G) Litz 1 — Apia Afd&/n J Jz — 01 A . / \ I Insp-, or: Date: 22 '10 60.00 REINSP TION FE REQUIRED. Prior to inspection, fee must be aid at 6300 Sou center Blvd., Suite 100. Call to schedule reinspection. Re eipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Vf' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 p�v -0Y5 Project: 5T4r'it _r4I Type o spection: • 6- , /1 6 Address: ''7 /Ud Date Called: ,.. r 4 1 Special Instructions: Date Wanted: 1 `� - / ^ —.a.m,. P.m. Requester: i�ws-- r�.s J — / Phone o: —4,-24S EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: R J (jI4 1- I t? A-m ,p.,A1Q — 1 i &Cc l— J LA,Alk •- ■\ ✓4A`4rlvuC (,r✓N\ AvaL - i�ws-- r�.s J — / —...... N or: I Date: (o— /LC t0 .00 REINSPECTION E REQUIRED. Prior to inspection, fee must be d at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Re ipt No.: Date: • 9 • INSPECTION NUMBER :#4 4. r!5... INSPECTION RECORD Retain a copy with permit J10 -ac- /o-F--/o0 /o- d QS` PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: Fvw :17 A i Sprinklers: Hood & Duct: Type of Inspection: v 64. F7,,,,i, S 6 16.1, F'PT. F,k4, t Address: 7, uo _ o_e ,...-1-- Suite #: a (, v 4„4 Contact Person: Al.(' i 1 Z, 1-a A4 .- cs, ct Spedal Instructions: Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: • sP/ i Fi 1,1 4. 1. o Needs Shift Inspection: Sprinklers: Hood & Duct: Fire Alarm: Monitor: Pre -Fire: Permits: Type: Inspector: 1 Date: 7.61. / 0 Hrs.: / • $80.00 REINSPECTION FEE REQUI4D You will receive an invoice from the City of Tukwila Finance Depart ent. Call Po schedule a reinspection. Word/Inspection Record Form.Doc 1/13)06 • T.F.D. Form F :P. 113 IPA.' 4u+ YL�' �M7nRis7lt�.: An"" GAE�t+' r�hik'. F! ?' a'+ rMj+ �-' F���Fk ['�f�i�l�itR%�Yl]i= i«.M.�F'i. •4 y INSPECTION NUMBER !s�f^ • .- d'.'' s :.Y!.c.*Y.CS?iiS([:�CSi,idTN -!C vtx,. ' ".;a INSPECTION .RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 _Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 • Project: e7i. Lie g i �. Type of Inspection: � 69v c/ I5L►1..) Address: 7i0 o r ¢ 4'6 w/ Suite #: a 6,0 Contact _Person: gm .o_l 6y9:,. ca 4pc -Elc/i C 12g1/ Special Instructions: • Ph&ne No.: 204 37 . 1:7:4 Approve pier applicable codes. Corrections required prior to approval. • COMMENTS: M • le3 e, //6 PA, Scope 741 c,Joek k, p 4' t (/e? 7/ � Jet -5, . Needs Shift Innection: - Sprinklers: Fire Alarm: , Hood & Duct: Monitor: Pre-Fire: Permits:. Occupancy Type: Inspector: ` ]....---AAA 4(4 I Date: 1i t(i Hrs.: /a Y '1 $80.00 REIN PECTION FEE REQUIRED. You will receive an invoice from 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 r' 3 INSPECTION NUMBER INSPETION RECORD Retain a copy with permit !.? /p — et /0- ,F'- /Do PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa.98188 206 -575 -4407 Project: 54.4,k, ,A.,psi " _ . • Type of Inspection: r, 1 410// 0061 'der Address: 7 /00 P:,..--/- Suite #: 7.40 AO J dtiY Contact Person: 44 i. A / Special Instructions: C.. Phone No.: x /21 -- z 96 — ` cv Approved per applicable codes. (corrections required prior to approval. - COMMENTS: A4v4 f- f f 4vy f Needs Shift Inspection: " _ . • Sprinklers: , Date: Fire Alarm: AO ' Hood & Duct: / Monitor: . Pre-Fire: Permits: .,, , ' Occupancy Type: - Inspector: 3 • it Date: 7 AO Hrs.: / EX $80.00 REIIVSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department.. CaII to schedyle a reinspection: Word /Inspection Record Form.Doc 1/13/06 • T.F.D. Form F.P. 113 Gar 1 INSPECTION RECORD Retain a copy with permit MA1415� -Y„ ire.a G;;Tn- _. /0-5 -off • OM 0. • INSPECTION NUMBER. . PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT' 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: i k i F .,d w, Sprinklers: --------- -- Type of Inspection: 4 Pir iA4.14, - cO /eY _ Address: -7lo0 Suite #: -2 /6 ,./) 1)&4. w Contact Person: /h'ctwa. <0,...5 et.,,-. i _Special Instructions: H ra.: • • Phone No.: 72,• I/7" x•222 Approveder, applicable codes. Corrections required prior to approval. COMMENTS: y pr.1 cm ia4f 0 6 w.g • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector : • _ / ., dli) S1 . • • Date: • r J qr�� H ra.: • $80.00 RE NSIPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 itt d .i. w • INSPECTION NUMBER ♦' Al r.NQ^ •..:r K }`R,`{i.'.'fbM •• .N '. :.. INSPEC1ION RECORD Retain a copy with permit - 741.14. •'..F iaii •A•,1nr: /0`5- 09-4 t-cb_.:7=7 6 Y. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 4 Project: x74,11 L.. r-,„ i Sprinklers: cw, ri Type of Inspection: 4fr. )14/u , Co ✓(,r Address: 1 roo Fev Suite #: 1 i o M �- w'i Contact Person: Ate J - coo gl,y. viceNA Ci",:g Special Instructions: Permits: .. Phone No:: ?s 27- /0-72zz Approved inapplicable codes. COMMENTS: riCorrections required prior to approval. r e i_Vvx e at-,4 4 pro,' (0%4; /1"- NIPA r .6_ -3 off- J„ reran -,% exc.e-,(74 • Needs Shift Inspection: Sprinklers: cw, ri Fire Alarm: Hood & Duct: '. Monitor: Pre -Fire: /. Permits: Occupancy Type: 1 •r Inspector ` /4. cw, ri Date: & 4 /' • • Hrs.: /. 0 • 1 $80.00 REINS ECTION FEE REQUIRED. You will receive an invoice from the 'City of Tukwila Finance Department. Call to schedule..arreinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ERM1TC COPY• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -085 PROJECT NAME: STATE FARM DATE: 06/18/10 SITE ADDRESS: 6840 FORT DENT WY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMEN S: B i in [vision Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete y Comments: Incomplete DUE DATE: 06/22/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route ❑ REVIEWER'S INITIALS: Structural Review Required U No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07/20/10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 � PERMIT COORD Cs Y • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -085 DATE: 03/31/10 PROJECT NAME: STATE FARM INSURANCE SITE ADDRESS: 7100 FORT DENT WY, STE 260 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued E RTMENT ui ding Di ision OtAV MINK Ott Public Works Ire Prevention usin Structural ❑ cRAA /u /14. L‘'‘-'1° Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 04/01 /10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S I ITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04/29/10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PROJECT NAME: tai SITE ADDRESS: L-%O 1 PERMIT NO: ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 0 ma o 1 M= / Summ. of Revision: /■ . 4!J A ii 11/ 'd / Received by: Received b I. %/,%,/� /,/,7%Irr / /��!gm REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: (please print) City .ft Tukwila • .REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 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. Date: / Ag Plan Check/Permit Number: tJ ❑ 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: Project Address: OCSL} 7 197 1 L ( f W --14)L /1-1,2K‘ L� iZZ Contact Person: 4-WitOZt7 Phone Number: 2OZP - �. Summary of Revision: LAIR CITY or nm PERMIT CENTER 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`k`b�i� H:\Applications\Forms- Applications On Line\2009 -08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8 -2009 /1"'" Contractors or Tradespeople Peter Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Foushee & Associates Co Inc UBI No. 600259643 Phone 4257461000 Status Active Address Po Box 3767 License No. FOUSHAC1580D Suite /Apt. License Type Construction Contractor City Bellevue Effective Date 9/4/1985 State Wa Expiration Date 8/12/2011 Zip 98009 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status BIRTCJV088LK Birtcher /Foushee A Jnt Vntr Construction Contractor General Unused 6/12/1992 6/12/1994 Archived BIRTCCL093M6 Birtcher Construction Limited Construction Contractor General Unused 7/26/1991 7/11/1994 Archived LEYSHL'150NR Leyshee Ltd Construction Contractor General Unused 8/19/1985 8/1/1992 Archived LEYSHCL181MF Leyshee Company Ltd Construction Contractor General Unused 7/6/1982 6/28/1983 Archived ROWLEFC236RW Rowley /Foushee Const Co Inc Construction Contractor General Unused 12/16/1977 12/16/1985 Archived Business Owner Information Name Role Effective Date Expiration Date Foushee, Jeffery C &Nbsp; 01/01/1980 Amount Barker, Richard A &Nbsp; 01/01/1980 GL03790723 Anderson, Loch G &Nbsp; 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 SAFECO INS CO OF AMERICA 5771144 08/12/2001 Until Cancelled $12,000.00 07/23/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Datel Expiration Date Cancel Date Impaired Date Amount Received Date 26 ZURICH AMERICAN INS CO GL03790723 04/15/2010 04/15/2011 $1,000,000.0003 /15/2010 25 ZURICH AMERICAN INS CO GL03790723 04/15/2006 04/15/2010 $1,000,000.00 03 /04/2009 24 ZURICH AMERICAN INS CO GL0379723 04/15/2005 04/15/2006 $1,000,000.00 04/15/2005 23 TRAVELERS INDEMNITY CO OF AMER DTC0526D5648TIA0404/15/2005 04/15/2006 $1,000,000.0003 /21/2005 https://fortress.wa.gov/lni/bbip/Print.aspx 04/30/2010 CV U EXISTING SUITE SCOPE OF WORK FORT D 6840 FORT TUKWILA, WASHINGTON FILE COPY `� Permit No.. �� Plan revieiiFf approva! is subject 5 constru ion documenfs Arflval } ` + i!��e violaa 8f any adOp ed cod �f rov- ,pyand M1, By �.� Date: AE City Of Tukwila BUILDING 1 -� RE ' • CHITE E ih DENT - to errors e ie'11 DIVISION ER IN. � doe, flr flrd'm ns :D ► � III WAY 98188 , and om aufh ns not ©ri,e ce. Re II . 1 oft vd. g Z SITE co c c, W y •� FORT DENT WAY TENANT IMPROVEMENT TO PROVIDE EXPANSION FOR AN EXISTING TENANT ON THE SECOND FLOOR FOR OFFICE AND VOCATIONAL TRAINING USE TO INCLUDE DEMOLITION OF EXISTING PARTITIONS AND CONSTRUCTION OF NEW PARTITIONS, DOORS, RELITES, LIGHT FIXTURES AND OTHER FEATURES. THIS TENANT IMPROVEMENT CONVERTS (2) SMALL SUITES INTO ONE BIGGER SUITE. AREA OF EXISTING SUITE: 4,167 SQ. FT. AREA OF EXPANSION: 1,796 SQ. FT, TOTAL AREA OF EXPANDED SUITE: 5,963 SQ. FT. OCCUPANCY TYPE: B (OFFICE); A-3 (ASSEMBLY - TRAINING ROOM) CONSTRUCTION TYPE: V -B, SPRINKLED APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL FIRE CODE (IFC) 2006 UNIFORM PLUMBING CODE UPC ( ) 2006 INTERNATIONAL MECHANICAL CODE IMC 222200:0;8666 008 NATIONAL ELECTRICAL CODE ( ) ICC /ANSI 117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES WAC 51 -11 QUALITY CODE LEGAL DESCRIPTION W L. > Lu Lu o P__________ \ 1-405 i } LU W � ® NORTH EXPANSION SPACE 7 OF WORK . / p COMMON PATH OF EGRESS / '� �� %- �� l / /; �� j�' %,� i, � /' F \ L Z� � �� OCCUPANT LOAD: 1,244 SF @ 1 :50 = 25 OCCUPANTS 2 EXITS REQUIRED 2 EXITS PROVIDED REST OF SUITE: 4,719 SF @ 1:100 = 48 OCCUPANTS 2 EXIT REQUIRED, S QU 4 EXITS PROVIDED II il y r sir /��% , f/kA$'//J, _ �___„___ *, 4 �y 4/ .. ,.. . % % /lliN -_ , ______ IEXIT 2 VICINITY MAP NTS • i ,.. , �� , IB!R% _ / 1 11 =Lt= EXIT - _____-. .___a� . ��. GP.EEN RIVER__ _- - ---` _ - __ _ -` _ . . . _._ .. _.. _.... _ — - __ y - — - �__ -'� _ -__� ... �__ _ ,. .- J1. LOT 1 OF SHORT PLAT NO 79 -7 -55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER RECORDING NO 7908210370, TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT BEGINNING AT THE MOST WESTERLY CORNER OF LOT 1 OF SHORT PLAT NO 79 -7 -55 ACCORDING SURVEY RECORDED UNDER KING COUNTY RECORDING NO 7908210370, THENCE NORTH 63°35'49" THE MOST NORTHERLY CORNER OF SAID LOT 1, THENCE SOUTH 26°24'11" EAST 227.32 TO AND 2 252,25 THENCE NORTH 26 2411 WEST 77.65 THENCE NORTH 56 1511 WEST 234,09 ° n 31 1243 WEST 82.39 TO AN INTERSECTION WITH THE NORTHWESTERLY LINE OF SAID LOT 58 4717 WEST ALONG SAID NORTHWESTERLY LINE 102.77 ,THENCE SOUTH 55 3953 WEST ° , n , , ° , n THENCE SOUTH 48 3935 WEST ALONG SAID LINE 55.63 , THENCE SOUTH 39 2115 WEST ALONG THENCE SOUTH 30 °04'58" WEST 85.21' TO THE MOST WESTERLY CORNER OF SAID LOT 2, THENCE , EAST 20.92 TO THE POINT OF BEGINNING. _ TAX ACCOUNT #. 2954900445 R REVIEWED COD E APPROVED J JUN . • DIRECTORY KING COUNTY 2 OF SAID SHORT PLAT, TO SHORT PLAT EAST 237.32 TO CORNER BETWEEN LOTS 1 , THENCE NORTH 2, THENCE SOUTH ALONG SAID LINE 63.16, SAID LINE 88.24, SOUTH 37 °36'40" F R O ��ED 2 4 2010 ,f /. / j I/ I j j , . %� ji/ 7%:1 / er �� �'''� �� ,j "'_��' / �,,,����;,,,�� i / -. % % /..�eee.....�eG' , i , �� — ��•••:; N.I.C. ,..�_. ':.::.: ,, -' � •� ,,,,. / / - ..:�' / '� = ^ -, ., • ;:, 1\ \\ , , \\ ', -� \ \� : ; � ��\ ` _ °3 \ .. \ =. -. - \;,, E \G ,� .r _ �'Y- . ‘- ` • \ \✓ e Y 9 \ / n� ' o j n Y ^t?3 - -� � -- : _ .,,. .'. �� _-!1T j.. r'�' ( �r y . ,..,_,.q , rY `. ,,by 1,. , -!•- \ �" • \b .." FORT DENT j, _ , -F � gam' .. 1'�� \) , \ „,,,,-,\ �;, 4 , ,t, ly�/l '�, � " _� -- - - 7 ∎ \ \ + 'CP -• t , ■ ; � 1� %�; . -� � . �,� ,. 1 ,_•T� -. cI , .rr ._,_,� /' ,, 1 _ . -< . .° C 'a j ��. , �� { ,�r < 2 .s ` f�" _ � � �. � o n.�, f c.� - • al a? ,, � �; • • \ < . rr„ t, f ��� < = „• k . �� .y / -. , � b� �\ T -, �__ _� _ I 1 ; i_ r � � , , 1, 1 �rus�e. �� r, -� __ _ _� _ _ t,_ ,\ fir' ;; _.�\ o `,� , , , �-52,:-\--- ��' � � �- -, 9 a / a . �: ° % / %y ti��A �:� - ` , - - r< icy ... \/ �yi7' , 17- -; t � ; t i; � , ' ' r; i l i ,. a _ L1._ PI° z, > -�l_�� ..� ,, — = - -__ - _ - 1 I ° � '> , -- , -� b \ ;\ \. -, •, �, -.,:.. �\ I„ \ ,� .. \, ��; �:•,4 \, •�� \ , �+ ;' � r. _ � � r k\�� y i - _ - t ! = � s._ ( _lPROJECT \, +, ; ', i j i I , I 5 ,� , ” \ t `, , , \ I - /� ;::" �. j // • . 44 ..•�� �/ •'' �•• �', j ,: ' NO CHANGE IN BUILDING AREA NO CORE OR SHELL WORK NO STRUCTURAL WORK NO EXTERIOR WORK / / _ C11 PROJECT NOR1H TENANT G IVISI�N STATE FARM INSURANCE BUILDING REPRESENTATIVE DESIGNER NORTH JOHN C. RADOVICH DEVELOPMENT MARVIN STEIN AND ASSOCIATES, LLC 2835 82ND AVENUE SE 2221 FIFTH AVENUE MERCER ISLAND, WASHINGTON 98040 SEATTLE, WASHINGTON 98121 CONTACT: CHRIS SCALZO CONTACT: STEVE NAVARRO PHONE: (206) 267 -2666 PHONE: (206) 441 -1449 FAX: (206) 267 -6061 FAX: (206) 441 -4361 EMAIL: chrisscalzo @jcrdevco.com EMAIL: s.navarro @marvinstein.com HVAC AN D FIRE LIFE SAFETY NOTES 1 I KEY PLAN, EXITING PLAN AND OCCUPANCY LOAD CALCULATION 1/16„ =1' -0" 3 I SITE PLAN NTS ACT ACOUSTICAL CEILING TILE MAX MAXIMUM ADJ ADJACENT /ADJUSTABLE MECH MECHANICAL AFF ABOVE FINISH FLOOR MFR MANUFACTURER ALT ALTERNATE MIN MINIMUM ALUM ALUMINUM MISC MISCELLANEOUS APPROX APPROXIMATELY MTD MOUNTED @ AT MTL METAL BLDG BUILDING N NEW BLKG BLOCKING NA NOT APPLICABLE B/S BUILDING STANDARD NIC NOT IN CONTRACT CAB CABINET N0. ( #) NUMBER CLR CLEAR/CLEARANCE NOM NOMINAL CLG CEILING NTS NOT TO SCALE CL CENTERLINE COL OC ON CENTER COLUMN CONC CONCRETE OPNG OPENING CONST CONSTRUCTION OPP OPPOSITE CONT CONTINUOUS ORIG ORIGINAL CPT CARPET P.J. PANEL JOINT CT CERAMIC TILE PL PLATE DIA DIAMETER PLAM PLASTIC LAMINATE DIM DIMENSION PLYWD PLYWOOD DN DOWN PNL PANEL DR DOOR PR PAIR DWG DRAWING PTN PARTITION EA EACH R RADIUS ELEC ELECTRIC(AL) RB RUBBER BASE ELEV ELEVATION (VIEW) REF (R) REFRIGERATOR EXIST EXISTING REINF REINFORCING EXT EXTERIOR REQ REQUIRED FIN FLOOR DRAIN RM ROOM REVISION/REVERSE FLR FLOOR RO ROUGH OPENING FLUOR FLUORESCENT SCHED SCHEDULE FR FIRE RATED SC SOLID CORE FT FEET SECT SECTION FURN FURNISH/ FURNISHING SIM SIMILAR GA GAUGE SPEC SPECIFICATION GALV GALVANIZED SQ SQUARE GL GLASS /GLAZING STD STANDARD GWB GYPSUM WALL BOARD • STL STEEL H HIGH STOR STORAGE HC HOLLOW CORE SUSP SUSPENDED HDWE HARDWARE T.B.D. TO BE DETERMINED HM HOLLOW METAL TEL TELEPHONE HORIZ HORIZONTAL TYP TYPICAL HT HEIGHT U.C. UNDER CABINET HVAC HEATING, VENTILATING, U.N.O. UNLESS NOTED OTHERWISE AIR CONDITIONING VCT VINYL COMPOSITION TILE IN INCH VERT VERTICAL INCL INCLUDE V.I.F. VERIFY IN FIELD INSUL INSULATION W/ WITH INT INTERIOR W/O WITHOUT • JT JOINT WC WALLCOVERING LF LINEAL FOOT WD WOOD WS WORKSTATION EXISTING STRUCTURE / METAL STUDS STAGGERED 8' - PROVIDE 4' -0" WIDE ACOUSTIC BATT INSULATION CENTERED CEILING AT SOUND AND @ -0" 0•C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12' -0 ". ATTACH TO SV/FWAS POWER DRIVEN FASTENER 3/4" MIN. i / TINUOUS CEILING GRID - DO NOT SEISMIC BRACING (BEYOND) PER 51TI -1. METAL CLIP HVAC (2) #10 SCREWS 1/4" NON- COMBUSTABLE WOOD DEMISING PARTITIONS LINE OF CEILING TILES AND GRID BEYOND SEE ( REFLECTED CEILING PLAN,, ^ � � � � � � � FILLER UNDER MAIN RUNNERS �� 1/8 BLACK FOAM TAPE, HOLD 1, RECONFIGURE AS REQUIRED FOR ALTERATIONS. 2. RE BALANCE HVAC SYSTEM. 3• CLEAN ALL EXISTING GRILLES. 4. VERIFY AND RELOCATE THERMOSTAT(S) AS NECESSARY. FIRE LIFE SAFETY '11 ` lI P VII / ) I ' BACK 114 FROM EDGE OF TRACK \ / CO } Marvin I I� S L e . ■ so c iat es LLc planning design P g g 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 (BOTH SIDES) CONTINUOUS CEILING GRID 4" CONTINUOUS 2 -1/2 x 1-1/4" 25 GA. " («««uti ttfl ! «««f«««hi SYSTEM - DO NOT CUT) ���I� CONTINUOUS 'L' METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) METAL TRACK WITH (2) #10 SCREWS AT 24" O.C. REVEAL BLACK) OR je ' - _ - = SCHEDULED CEILING TILE & GRID ) ( ( ) (PAINT MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) „ r, �? . :; ' ? , r '' ( � C -7 > 1. ALL FIRE EXTINGUISHERS, HORN STROBES, EXIT SIGNS AND SPRINKLER HEADS, ETC. TO BE PER CODE. 2. CONTRACTOR TO UPGRADE AUDIBLE AND VISUAL ALARMS TO CURRENT CODES AS NECESSARY. GENERAL NOTES © PROVIDE ACOUSTIC BATT INSULATION BETWEEN STUDS AT ( (.�) 5/8" FIRE RETARDANT PLYWOOD ( BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE FOR BLOCKING: ALL SOUND PARTITIONS 20" WIDE SHEET METAL AT +40" FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) ( DRAWN BY: MW ( ( CONTRACTOR SHALL BE RESPONSIBLE FOR CITY, COUNTY, AND LOCAL BUILDING AND PROVIDING MATERIALS IN ACCORDANCE WITH ALL FIRE CODES AS REQUIRED. 2. CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN CONTRACT DRAWINGS & SPECIFICATIONS FOR BUILDING. CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND NOTIFY MS&A OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 4. B/S INDICATES "BUILDING STANDARD" AS PROVIDED BY LANDLORD DRAWN AND /OR SPECIFIED IN BUILDING CONTRACT DOCUMENTS. 5. DIMENSIONS TO AND OF ELECTRICAL &TELEPHONE OUTLETS INDICATES MAXIMUM OF 6" FROM CENTERLINE OF ELECTRICAL OUTLET TO CENTERLINE OF TELEPHONE OUTLET. 6. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS, UNLESS NOTED OTHERWISE. 7. WALLS AND CEILINGS TO BE INDEPENDENTLY SUPPORTED, FOR SEISMIC CONDITIONS, IN BUILDING JURISDICTIONS WHERE APPLICABLE. 8. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. 9. CONTRACTOR SHALL ALIGN OR FURR ALL INTERIOR PARTITIONS SO THAT FINISHES REMAIN FLUSH IN ROOMS AND CORRIDORS REGARDLESS OF DIFFERENCES IN PARTITION WIDTHS. 10, PROVIDE LEVELLING THROUGHOUT THE SPACE FOR PROPER INSTALLATION OF EQUIPMENT, PARTITIONS, DOORS, GLUE -DOWN CARPET, ETC, TOLERANCE OF 1/4" IN 10' -0" DIFFERENCE IS ACCEPTABLE. H EAD SECTION CHECKED BY: SN, GG CONTINUOUS 25 GA. METAL RUNNER CHANNEL, ANCHOR TO FLOOR AS REQUIRED WITH HILTI POWER DRIVEN FASTENER 3/4" MIN. EMBEDMENT AT 'X' LATERAL BRACING TENANT WALLS (NTS) ( ( ) JOB NO.: 08153.006 ( ) ( ) < j 3. NO. REVISIONS INDICATED THUS n DATE BY SUBMITTAL FOR REVIEW 03/30/10 MW ( ) 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX / --2' MAX. TO END OF WALL 24" O.C. OR SIMILAR. 5/8" GWB, TYPE EACH SIDE ( ) PERMIT SET 03/31 /10 MW ) EXISTING STRUCTURE /� GENERAL REVISIONS 04/13/10 MW X x '' '' x x �� ( � TOP OF WALL. n GENERAL REVISIONS 05/21 /10 MW ► BASE SECTION LATERAL BRACING PER A REVISIONS PER CITY PLANNING DEPT. 06/15/10 MW (STAGGERED) DETAIL ABOVE (TYP.) OMIT BRACING AT WALL. NOTES: - ` ( ( ) 2 -1/2" x 25 GA. METAL STUD AT 24" O.C. 518" TYPE 'X' GWB EACH SIDE, ( 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FEET LONG. (PER TYPICAL PARTITION PLAN) 2. PROVIDE BRACING AT ANY PERMANENT PARTITION THAT IS NOT ATTACHED TO CEILING GRID. _.J� PLAN VIEW —d 4 ABBREVIATIONS 5 _ PARTITION HEAD BRACING 1 -1/2 „ =1 , -0 „ , NOT USED N' 7 . B/S TENANT INTERIOR PARTITION 1 -112 =1 -0 , „ SHEET INDEX , TI -1 COVER SHEET AND DETAILS • © REVISIONS TI -2 DEMOLITION PLAN, CONSTRUCTION PLAN AND ELEVATION TI -3 REFLECTED CEILING AND ELEC. / COMMUNICATIONS PLANS TENANT: STATE FARM INSURANCE (SECOND FLOOR) (5 SHEET TITLE: K _ COVER SHEET AND DETAILS RECEIV pY t CITY OF TUKWILA JUN 18 2010 PERMIT CENTER REvisia , SEPARATE PERMIT REQUIRED FOR: JS[ Mechanical Electrical @ PILrnbin g la GGs Piping City of Tukwila BUILDING DIVISION No changes shalt be mad �9 made to the scope of work without prior approval of Tukwila Building Division. NOTE Revisions will require a new plan submittal and may include additional plan rear "at'r feel *DiOf° REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2010. Tki 8 NOT USED NA 9 NOT USED NA 10 NOT USED NA 11 NOT USED NA OF 3 n 11 11 11 1 11 0 EXISTING CORRIDOR i ii r r 11 rasa —: 0 N.I.C. DEMOLITION PLAN 1/8" =1' -0" 0 5' 10' 20' 30' NORTH DEMOLITION LEGEND EXISTING BUILDING CORE. EXISTING 1 -HOUR RATED CORRIDOR PARTITION. EXISTING CONSTRUCTION TO BE REMOVED. DEMOLITION NOTES 1. FOR GENERAL NOTES SEE TI -1. 2. A CLEAR PATH SHALL REMAIN OPEN AT ALL TIMES DURING TENANT IMPROVEMENT. 3. DISRUPTION OF BUILDING WATER, ELEC1'RICAL POWER, FIRE ALARM AND SECURITY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND BUILDING OWNER / MANAGEMENT. 4. DOORS SCHEDULED FOR REMOVAL ARE TO BE SALVAGED FOR POSSIBLE RELOCATION. 5. SEE CONSTRUCTION PLAN FOR DIMENSIONS. DEMOLITION KEYNOTES CONTRACTOR TO VERIFY IF EXISTING PARTITIONS COULD BE DEMOLISHED. IF PARTITIONS ENCLOSE A CHASE (PLUMBING, ELEC, ETC.), DO NOT DEMOLISH PARTITIONS. 0 CONTRACTOR TO REMOVE EXISTING WHITEBOARD. SEE CONSTRUCTION PLAN FOR RELATED KEYNOTE ON RE- INSTALLATION. 0 CONTRACTOR TO REMOVE EXISTING CEILING MOUNTED PROJECTION SCREEN. SEE REFLECTED CEILING PLAN FOR RELATED KEYNOTE ON RE- INSTALLATION. OCONTRACTOR TO REMOVE EXISTING CEILING MOUNTED PROJECTOR. SEE REFLECTED CEILING PLAN FOR RELATED KEYNOTE ON RE- INSTALLATION. OEXISTING CASEWORK TO REMAIN. O6 CONTRACTOR TO DEMOLISH EXISTING UPPER CABINET. O7 CONTRACTOR TO REMOVE EXISTING PHONE BOARD. SEE CONSTRUCTION PLAN FOR RELATED KEYNOTE ON RE- INSTALLATION. CONTRACTOR TO REMOVE SWITCHES THAT CONTROL THE EXISTING PROJECTOR AND PROJECTION SCREEN. SEE REFLECTED CEILING PLAN FOR RELATED KEYNOTE ON RE- INSTALLATION. OPEN WORK AREA 203 J • Z a CONFERENCE 1 202 TRAINING ROOM 204 13'-0 200 IAIa FEC -- j-- - -- KITCHEN 200 a OPEN WORK AREA 201 DN t 4" OFFICE 205 w 203 !Ala f. 207 0 N.I.C. 0 0 CONSTRUCTION PLAN 1/8" =1' -0" 5' 10' 20' NEW B/S 6' -0" WIDE X 4' -0" HIGH PARTIAL HEIGHT TEMPERED SAFETY GLASS RELITE. SCHEDULED DOOR. ®ELEVATION - PARTIAL HEIGHT RELITE 3/8" =1' -0" 30' CONSTRUCTION LEGEND EXISTING BUILDING CORE (RATED STAIR ENCLOSURE). EXISTING 1 -HOUR RATED CORRIDOR PARTITION. EXISTING DEMISING PARTITION. NEW B/S TENANT INTERIOR PARTITION. SEE DETAIL 7/TI -1. FEC NEW B/S 2' -0" WIDE X FULL - HEIGHT TEMPERED SAFETY GLASS RELITE. NEW B/S FIRE RATED 6' -0" WIDE X 4' -0" HIGH PARTIAL HEIGHT TEMPERED SAFETY GLASS RELITE. EXISTING, U.N.O., FIRE EXTINGUISHER CABINET. ALIGN. NEW B/S SOUND PARTITION. SEE DETAIL 7/TI -1. CONSTRUCTION NOTES 1. ALL WALL INFILLS TO ALIGN WITH ADJACENT SURFACES ON EACH SIDE. 2. CONTRACTOR TO PROVIDE AND INSTALL BLOCKING FOR ALL DOORS, ACCESSORIES AND CABINETRY, IF REQUIRED. 3. FOR GENERAL NOTES, SEE TI -1. CONSTRUCTION KEYNOTE — REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 4 2010 City of Tukwila BUILDING DIVISION OEXISTING 60- MINUTE RATED CORRIDOR. OCONTRACTOR TO CHECK CONDITION OF INSULATION ABOVE EXISTING DEMISING PARTITION AND REPAIR AS REQUIRED TO BRING TO "LIKE NEW" CONDITION. CONTRACTOR TO RE -INS DEMOLITION KEYNOTE LOCATION. LL REMOVED WHITEBOARD PER . VERIFY WITH TENANT EXACT 0 CONTRACTOR TO MODIFY HARDWARE OF EXISTING 1 -HOUR RATED DOOR ASSEMBLY BY PROVIDING AND INSTALLING B/S PANIC HARDWARE. OCONTRACTOR TO PATCH OPENINGS LEFT BY REMOVAL OF CONTROL SWITCHES AND TO FINISH TO MATCH ADJACENT. OCONTRACTOR TO PROVIDE AND POST A SIGN INDICATING MAXIMUM OCCUPANCY OF (83) IN ROOM. EXACT LOCATION IS TO BE DETERMINED. CONTRACTOR TO PROVIDE AND POST A "NOT AN EXIT" SIGN AT THIS A DOOR. NORTH DOOR SCHEDULE DOOR NUMBER TYPE OF DOOR A. NEW B/S 3' -0" WIDE X (±) 8' -0" HIGH X 1 -3/4" 6 ", UNLESS OTHERWISE NOTED NOTES: HARDWARE a. B/S LATCHSET. b. B/S LATCHSET AND CLOSER. c. B/S PANIC HARDWARE. EXISTING DOOR TO REMAIN 1. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER -TYPE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FLOOR. 2. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING DOOR = 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 3. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.5 INCH (12.7 MM) IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ON UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). REVISION NO.tL DlOOS5 ECEiu aTVROFTU u+ JUN '1 8 2010 PERMIT CENTER FORT DENT III 6840 FORT DENT WAY TUKWILA, WASHINGTON 98188 Marvin Ste planning sociates, LLC design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: MW CHECKED BY: SN, GG JOB NO.: 08153.006 NO. REVISIONS INDICATED THUS A DATE BY SUBMITTAL FOR REVIEW 03/30/10 MW PERMIT SET 03/31 /10 MW 0 GENERAL REVISIONS 05/21/10 MW REVISIONS PER CITY PLANNING DEPT. 06/15/10 MW TENANT: STATE FARM INSURANCE (SECOND FLOOR) SHEET TITLE: DEMOLITION PLAN, CONSTRUCTION PLAN AND ELEVATION REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLA11ON OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2010. TI -2 OF 3 EXISTING SUITE SCOPE OF WORK FORT D 6840 FORT TUKWILA, WASHINGTON REVIEWED WED CODECOMPLIA APPROVED APR 27 v �� ���� ®'N� - ---- -- 2010 MA IM�U� DENT _....�_ F ��� R ®� III WAY 98188 z e z SITE . FORT DENT WAY TENANT IMPROVEMENT TO PROVIDE EXPANSION FOR AN EXISTING TENANT ON THE SECOND FLOOR FOR OFFICE AND VOCATIONAL TRAINING USE TO INCLUDE DEMOLITION OF EXISTING PARTITIONS AND CONSTRUCTION OF NEW PARTITIONS, DOORS, RELITES, LIGHT FIXTURES AND OTHER FEATURES. THIS TENANT IMPROVEMENT CONVERTS (2) SMALL SUITES INTO ONE BIGGER SUITE. AREA OF EXISTING SUITE: 4,167 SQ. FT. AREA OF EXPANSION: 1,796 SQ. FT. TOTAL AREA OF EXPANDED SUITE: 5,963 SQ. FT. OCCUPANCY TYPE: B(OFFICE; A -3 (ASSEMBLY - TRAINING ROOM) CONSTRUCTION TYPE: V -B, SPRINKLED APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL FIRE CODE IFC 2006 UNIFORM PLUMBING CODE (UPC) 2006 INTERNATIONAL MECHANICAL CODE (IMC) 2008 NATIONAL ELECTRICAL CODE ICC /ANSI 117.1- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -11 WASHINGTON INDOOR AIR QUALITY CODE LEGAL DESCRIPTION ce - > in \ 1-405 J W � ® NORTH EXPANSION SPACE X / 1 AREA OF WORK b ri", COMMON PATH OF EGRESS rll 0 ‘IP. � L, �� ��� �// ,� 1 j -;�' %may �- rr % / %���% /��/� + I L OCCUPANT LOAD: TRAINING ROOM: 1,244 SF @ 1:15 = 83 OCCUPANTS 2 EXITS REQUIRED 2 EXITS PROVIDED REST OF SUITE: 4,719 SF @ 1:100 = 48 OCCUPANTS 2 EXITS REQUIRED 4 EXITS PROVIDED I, A III % �. /�% WA II ® 1111 II ■Il�� �I / ;f�;����� �_ / ��`��N�i /,, 1, w _ EXIT EXIT ,�� ' � PA ,3�� / /) • 2 VICINITY MAP NTS ��������i ,_�1 _; ,62:01% h ,://i +.,� .�.�� -��j �� /.• 1111 1111 = _ /. ,,/ Airae.G3r.�.%� EXIT - - -� �: :: f tv' ■,�, li , GP.EEN RIVER_ -' _.� -- 1 _- . ---' _..__- _............ __ -. -,: - - - - - - - '� -.__- _ _ ........,.. _..,.; :. -��_., -.. y_____. �___. _- Ai. ���������_ /� LOT 1 OF SHORT PLAT NO 79 -7 -55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO 7908210370, TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PLAT, BEGINNING AT THE MOST WESTERLY TERLY CORNER OF LOT 1 OF SHORT PLAT NO 79 -7 -55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO 7908210370 THENCE NORTH 63 3549 EAST 237.32 TO THE MOST NORTHERLY CORNER OF SAID LOT 1, THENCE SOUTH 26 2411 EAST 227.32 TO CORNER BETWEEN LOTS 1 I o i n I AND 2 2 2.2 HE WE , 5 5, THENCE NORTH 26 2411 ST 77.65, THENCE NORTH 56°15'11" WEST 234.09', THENCE NORTH 31°12'43" WEST 82.39 TO AN INTERSECTION WITH THE NORTHWESTERLY LINE OF SAID LOT 2, THENCE SOUTH " n 58 4717 WEST ALONG SAID NORTHWESTERLY LINE 102.77 THENCE SOUTH 55°39'53" WEST ALONG SAID LINE 63.16 THENCE SOUTH 48°39'35" WEST ALONG SAID LINE 55.63', THENCE SOUTH 39°21'15" WEST ALONG SAID LINE 88.24, THENCE SOUTH 30°04'58" WEST 85.21 TO THE MOST WESTERLY CORNER OF SAID LOT 2, THENCE SOUTH 37°36'40" EAST 20.92 TO THE POINT OF BEGINNING. TAX ACCOUNT #: 2954900445 PROJECT DIRECTORY pr n `cir i� j j 4i� ' j %ice ��� � � / %;� j / 7______ //////////////// / . / I ■ i r1�i „ i����iii /�' y i � �_ fi,.,.r. =` - =` � ���� <..••.��. _- �'-•'+ o� i� � N.I.C. / - i, / .,. /::;;; >= �= \ /, ', -.• � � \� , `� \ \ , ' _` ;� .,. \ ., � _ , `,;�'F ,N. �� ,_ < t � _. �� \ \ .- �\\. : as \\ v `- f ��1� \� \� /:- \ ...,'"..4 ..... I,�11F c ; : 1 �� , it , , _._ , ,r, • \ (_r, �`I,l r s� ,\ h 11. -" . ' i • \ _ ,_t ;� �;� , -wR_., - < �' +,;b, l "�„ -��, "�•�$- \��, < "b \� \ E <� M,. , FORT DENT 2 ✓�` � f _ Y , `- \ r^ �� \� % _ 4 \l'f^•�] p A% \ \ '.\ \ vi . \ �`-- \ '< f \\ '✓ r ` \2'�� C� .0: Y'\ \ _ „t_., I I I P 1 r t .-i.. c._ _�n_. I ! �_ .. __ �, I , ; i � � !'7 T, _ 1Tf -..� _ _� _.__ # j 1�\ ?fir''!i I! Ir -_ f_ 1j � �_4 1.f l �<i < <. ��r_ _:1L +.- ; _ -V , , \,,.. . < <\, \\ o ,� , < \-. I , ..- ---':\ ' "} $ -' `,.r � "by ' i \• \Y'R4'O \• � , \` �, \� :;.• \� :, - ". � • \,.� '; , :: . , , ...t ., , ;' =, 1 }� i I ! :SI'} ■ I -. 0) _ly I �/� - •���• ,o , �/ / /// ....� � .�. •.� /G � � ,; - -� NO CHANGE IN BUILDING AREA NO CORE OR SHELL WORK NO STRUCTURAL WORK NO EXTERIOR WORK i /: j „. \ • -- , 4ID PROCT rE NORTH \ < c i \" \ r� c, „,- \ \�' '�" < <�<j ^ I 1' 1 e � 1 `i, �.� 1 _ \ \; `I .�A \ \(. - 1 >\=-\__C-' . L:I: 'J°L'u_f. - -1 TENANT _ „ _: I;1° 1 °'°l °l. 1 STATE FARM INSURANCE BUILDING REPRESENTATIVE DESIGNER NORTH JOHN C. RADOVICH DEVELOPMENT MARVIN STEIN AND ASSOCIATES, LLC 2835 MERCERDAVND,WAS SEATTLE, TLE, AVENUE MERCER ISLAND, WASHINGTON 98040 SEATTLE, WASHINGTON 98121 CONTACT: CHRIS SCALZO CONTACT: STEVE NAVARRO PHONE: (206) 267 -2666 PHONE: (206) 441 -1449 FAX: (206) 267 -6061 FAX: (206) 441 -4361 EMAIL: chrisscalzo @jcrdevco.com EMAIL: s.navarro @marvinstein.com HVAC AND FIRE LIFE SAF ETY NOTES 1 1116 KEY PLAN, EXITING PLAN AND OCCUPANCY LOAD CALCULATION "=11-0" 3 SITE PLAN NTS ACT ACOUSTICAL CEILING TILE MAX MAXIMUM ADJ ADJACENT /ADJUSTABLE MECH MECHANICAL AFF ABOVE FINISH FLOOR MFR MANUFACTURER ALT ALTERNATE MIN MINIMUM ALUM ALUMINUM MISC MISCELLANEOUS AP::0x APPROXIMATELY MTD MOUNTED AT MTL METAL BUILDING N NEW BLKG BLOCKING NA NOT APPLICABLE B/S BUILDING STANDARD MC NOT IN CONTRACT CAB CABINET N0. ( #) NUMBER CLR CLEAR/CLEARANCE NOM NOMINAL CLG CEILING CL CENTERLINE NTS NOT TO SCALE COL COLUMN OC ON CENTER CONC CONCRETE OPNG OPENING CONST CONSTRUCTION OPP OPPOSITE CONT CONTINUOUS ORIG ORIGINAL CPT CARPET P.J. PANEL JOINT CT CERAMIC TILE PL PLATE: DIA DIAMETER PLAM PLASTIC LAMINATE DIM DIMENSION PLYWD PLYWOOD DN DOWN PNL PANEL DR DOOR PR PAIR DWG DRAWING PTN PARTITION EA EACH R RADIUS ELEC ELECTRIC(AL) RB RUBBER BASE ELEV ELEVATION (VIEW) REF (R) REFRIGERATOR EXIST EXISTING REINF REINFORCING EXT EXTERIOR REQ REQUIRED FD FIN FLOOR DRAIN RM ROOM ON /REVERSE FINISH FLR FLOOR RO ROUGH OPENING FLUOR FLUORESCENT SCHED SCHEDULE FR FIRE RATED SC SOLID CORE FT FEET SECT SECTION FURN FURNISH/ FURNISHING SIM SIMILAR • GA GAUGE SPEC SPECIFICATION GALV GALVANIZED SQ SQUARE GL GLASS /GLAZING STD STANDARD GWB GYPSUM WALL BOARD STL STEEL H HIGH STOR STORAGE HC HOLLOW CORE SUSP SUSPENDED HDWE HARDWARE T.B.D. TO BE DETERMINED HM HOLLOW METAL TEL TELEPHONE HORIZ HORIZONTAL np TYPICAL HT HEIGHT U.C. UNDER CABINET HVAC HEATING, VENTILATING, U.N.O. UNLESS NOTED OTHERWISE AIR CONDITIONING VCT VINYL COMPOSITION TILE IN INCH VERT VERTICAL INCL INCLUDE V.I.F. VERIFY IN FIELD INSUL INSULATION W/ WITH INT INTERIOR W/0 WITHOUT JT JOINT WC WALLCOVERING LF LINEAL FOOT WD WOOD WS WORKSTATION EXISTING STRUCTURE / A CONTINUOUS 20 GA. METAL TRACK. ANCHOR TO STRUCTURE AS REQUIRED' WITH HILTI, POWER DRIVEN, DIRECT FASTENING XZF20THP /35 COMBO FASTENER 6512 , +� , • G{ E. A , C r �!� • ,�I EXISTING STRUCTURE " "';- - +it., WITH 314" MIN. EMBEDMENT AT 24" O.C. OR SIMILAR. L METAL STUDS STAGGERED @ 8' -0" ABOVE. ACOUSTIC BATT INSULATION. (SEE PLAN VIEW NOTE) SEISMIC BRACING (BEYOND) PER SITI -1. "NON O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12' -0 ". ATTACH TO STRUCTURE ABOVE W/ HILTI FIRE RATED GYPSUM COMPOUND OR FIRE CAULK. DEFLECTION TRACK. y EO' H �T��'3I�: G Il Ht .TA I OF W Y +N HVAC METAL CLIP ' POWER DRIVEN FASTENER 3/4" MIN. \ i / (2) #10 SCREWS CONTINUOUS CEILING GRID - DO NOT HEAD SECTION 1/4 COMBUSTABLE WOOD FILLER UNDER MAIN RUNNERS 118" BLACK FOAM TAPE, HOLD 1. RECONFIGURE AS REQUIRED FOR ALTERATIONS. 2. RE- BALANCE HVAC SYSTEM. 3. CLEAN ALL EXISTING GRILLES. i 4. VERIFY AND RELOCATE THERMOSTAT(S) AS NECESSARY. FIRE LIFE SAFETY :� LINE OF CEILING TILES AND GRID BEYOND (SEE REFLECTED CEILING PLAN BACK 1/4" FROM EDGE OF TRACK BOTH SIDES (BOTH �� i CUT. Marvin ■ M LLC arvin Ste .s0ciates, planning design P g g 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 �i �H LINE OF CEILING TILES BEYOND "- '�- lltltUlietUllarnilIMi4 CONTINUOUS CEILING GRID n CONTINUOUS 2 1/2 x 1 -114 25 GA. METAL TRACK WITH (2) #10 lllltll htu SYSTEM - DO NOT CUT) N'I� al (SEE REFLECTED CEILING PLAN) LINE OF CEILING GRID CONTINUOUS l' METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) SCREWS AT 24" O.C. REVEAL BLACK) OR _ __ _ , �Y: ;; • �' ' SCHEDULED CEILING TILE & GRID :w ' ` : (SEE REFLECTED CEILING PLANS) ACOUSTIC BATT INSULATION. (SEE PLAN VIEW NOTE) (PAINT MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) 5/8" FIRE RETARDANT PLYWOOD 1. ALL FIRE EXTINGUISHERS, HORN STROBES, EXIT SIGNS AND SPRINKLER HEADS, ETC. TO BE PER CODE. 2. CONTRACTOR TO UPGRADE AUDIBLE AND VISUAL ALARMS TO CURRENT CODES AS NECESSARY. GENERAL NOTES 518" FIRE RETARDANT PLYWOOD BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE FOR BLOCKING: BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE FOR BLOCKING: 1 1 rl 20" WIDE SHEET METAL AT +40" FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) 20" WIDE SHEET METAL AT +40" FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) DRAWN BY: MW 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, AND LOCAL BUILDING AND FIRE CODES AS REQUIRED. 2. CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN CONTRACT DRAWINGS & SPECIFICATIONS FOR BUILDING. 3. CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND NOTIFY MS&A OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 4. B/S INDICATES "BUILDING STANDARD" AS PROVIDED BY LANDLORD DRAWN AND /OR SPECIFIED IN BUILDING CONTRACT DOCUMENTS. 5. DIMENSIONS TO AND OF ELECTRICAL & TELEPHONE OUTLETS INDICATES MAXIMUM OF 6" FROM CENTERLINE OF ELECTRICAL OUTLET TO CENTERLINE OF TELEPHONE OUTLET. 6. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS, UNLESS NOTED OTHERWISE. 7. WALLS AND CEILINGS TO BE INDEPENDENTLY SUPPORTED, FOR SEISMIC CONDITIONS, IN BUILDING JURISDICTIONS WHERE APPLICABLE. 8. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. 9. CONTRACTOR SHALL ALIGN OR FURR ALL INTERIOR PARTITIONS SO THAT FINISHES REMAIN FLUSH IN ROOMS AND CORRIDORS REGARDLESS OF DIFFERENCES IN PARTITION WIDTHS. 10. PROVIDE LEVELLING THROUGHOUT THE SPACE FOR PROPER INSTALLATION OF EQUIPMENT, PARTITIONS, DOORS, GLUE -DOWN CARPET, ETC, TOLERANCE OF 1/4" IN 10' -0" DIFFERENCE IS ACCEPTABLE. SHEET INDEX HEAD SECTION CHECKED BY: SN, GG CONTINUOUS 25 GA. METAL RUNNER CHANNEL, ANCHOR TO FLOOR AS REQUIRED WITH HILTI POWER DRIVEN FASTENER AT 'X ACOUSTIC BATT INSULATION. " 'X' LATERAL BRACING TENANT WALLS (NTS) ) ( C ) JOB NO.: 08153.006 C ) ( ) NO. REVISIONS INDICATED THUS A DATE BY C SUBMITTAL FOR REVIEW 03/30/10 MW 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX MAX. TO END OF WALL ( j 24" O.C. OR SIMILAR. ___ �� 5 /8" GWB, TYPE EACH SIDE 5/8" EXISTING STRUCTURE ( (SEE PLAN VIEW NOTE) - ) 5/8 GWB, TYPE EACH SIDE ( X X i x X y(•-2' I It CONTINUOUS 25 GA. METAL RUNNER CHANNEL, ANCHOR TO FLOOR AS ( ) ( I \ -41 ` TOP OF WALL. ) EXISTING STRUCTURE (BELOW) BASE SECTION BA E E T N LATERAL BRACING (STAGGERED) PER DETAIL ABOVE (TYP.) REQUIRED WITH HILTI POWER DRIVEN FASTENER 3/4" MIN. EMBEDMENT AT 24" O.C. OR SIMILAR OMIT BRACING AT WALL. NOTES: 5--- 2 -1/2" x 25 GA. METAL STUD / / 2 -1/2" x 25 GA. METAL STUD AT 24" O.C. 5 /8" TYPE' X' GWB EACH SIDE. AT 24" O.C. PROVIDE ACOUSTIC BATT INSULATION _. I 1 _ BETWEEN STUDS AT SOUND AND DEMISING PARTITIONS. 518" TYPE 'X' GWB EACH SIDE. ( ) ) PLAN VIEW - PLAN VIEW 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FEET LONG. (PER TYPICAL PARTITION PLAN) 2. PROVIDE BRACING AT ANY PERMANENT PARTITION THAT IS NOT ATTACHED TO CEILING GRID. - GA FILE # WP 1 ZOO # 4 ABBREVIATIONS 5 1 PARTITION HEAD BRACING 1- 1/2 " =1' -0" 6 1 -HOUR RATED CORRIDOR PARTITION 1- 112„ =1' -0" I 7 1 1 B/S TENANT INTERIOR PARTITION 1- 1/2° =1' -0" TI -1 COVER SHEET AND DETAILS TI -2 DEMOLITION PLAN, CONSTRUCTION PLAN AND ELEVATION TI -3 REFLECTED CEILING AND ELEC. / COMMUNICATIONS PLANS F LE P Permit No. VID/ TENANT: STATE FARM INSURANCE (SECOND FLOOR) Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field r i and condition cknowledged: By rte' Date: -1 I U I )-OC c SHEET TITLE: COVER SHEET AND DETAILS City Of Tukwila BUILDING DIVISION CITY RO TUECVD_ MAR :2010 PE�MIi CENTER '1)1 SEPARATE PE NIT REQUIRED FJR: X tviechanicaI 8ectncal Plumbing Gas Pipinj City of Tukv • a BUILDING DIV 'ION REVISIONS 1 No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal ! and may include additional plan review fees. 0 . �� REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT Tki 8 NOT USED NA 9 I NOT USED NA 10 1 NOT USED NA I 11 I NOT USED NA BY MS &A 2010. OF 3 FORT DENT 111 vi CV 0 J w 1 1 LL N I rn v N v0 cn1 Q) iQ 1 oLL N 0 CD LI- CO IQ I 1 LD o mcN N • w r7 1_• Nm cr) 0 c ai ai a� • •cii aE0E OHCnt�x 11 / 11 �- --cJ DN r -� L •. i D 0 EXISTING CORRIDOR 0 N.I.C. 0 0 DEMOLITION PLAN 1/8" =1' -0" 5 10' 20' 30' NORTH DEMOLITION LEGEND EXISTING BUILDING CORE. EXISTING 1 -HOUR RATED CORRIDOR PARTITION. EXISTING CONSTRUCTION TO BE REMOVED. DEMOLITION NOTES 1. FOR GENERAL NOTES SEE TI -1. 2. A CLEAR PATH SHALL REMAIN OPEN AT ALL TIMES DURING TENANT IMPROVEMENT. 3. DISRUPTION OF BUILDING WATER, ELECTRICAL POWER, FIRE ALARM AND SECURITY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND BUILDING OWNER / MANAGEMENT. 4. DOORS SCHEDULED FOR REMOVAL ARE TO BE SALVAGED FOR POSSIBLE RELOCATION. 5. SEE CONSTRUCTION PLAN FOR DIMENSIONS. DEMOLITION KEYNOTES CONTRACTOR TO VERIFY IF EXISTING PARTITIONS COULD BE DEMOLISHED. IF PARTITIONS ENCLOSE A CHASE (PLUMBING, ELEC, ETC.), DO NOT DEMOLISH PARTITIONS. 0 CONTRACTOR TO REMOVE EXISTING WHITEBOARD. SEE CONSTRUCTION PLAN FOR RELATED KEYNOTE ON RE- INSTALLATION. 0 CONTRACTOR TO REMOVE EXISTING CEILING MOUNTED PROJECTION SCREEN. SEE REFLECTED CEILING PLAN FOR RELATED KEYNOTE ON RE- INSTALLATION. 0 CONTRACTOR TO REMOVE EXISTING CEILING MOUNTED PROJECTOR. SEE REFLECTED CEILING PLAN FOR RELATED KEYNOTE ON RE- INSTALLATION. OEXISTING CASEWORK TO REMAIN. OCONTRACTOR TO DEMOLISH EXISTING UPPER CABINET. O7 CONTRACTOR TO REMOVE EXISTING PHONE BOARD. SEE CONSTRUCTION PLAN FOR RELATED KEYNOTE ON RE- INSTALLATION. CONTRACTOR TO REMOVE SWITCHES THAT CONTROL THE EXISTING PROJECTOR AND PROJECTION SCREEN. SEE REFLECTED CEILING PLAN FOR RELATED KEYNOTE ON RE- INSTALLATION. OPEN WORK AREA 1 203 1 J Z M a CONFERENCE 1 202 TRAINING ROOM 1 204 1 13' -0" 200 'Ala DN 203 11A1 205 206 200 D OPEN WORK AREA 201 t 4" 1 202 1B 1 BREAK AREA 207 0 L 0 N.I.C. 0 ®CONSTRUCTION PLAN 1/8" =1' -0" 0 5' 10' NEW B/S 3/4 -HOUR FIRE RATED 6' -0" WIDE X 4' -0" HIGH PARTIAL HEIGHT TEMPERED SAFETY GLASS RELITE ASSEMBLY IN ACCORDANCE WITH ASTM E 119. SCHEDULED DOOR. ELEVATION - FIRE RATED RELITE 3 /8" =1' -0" 20' 30' 4DI NORTH CONSTRUCTION LEGEND FEC EXISTING BUILDING CORE (RATED STAIR ENCLOSURE). EXISTING 1 -HOUR RATED CORRIDOR PARTITION. EXISTING DEMISING PARTITION. NEW B/S TENANT INTERIOR PARTITION. SEE DETAIL 7/TI -1. NEW B/S 1 -HOUR RATED PARTITION. SEE DETAIL 61TI -1. NEW B/S 2'-0" WIDE X FULL - HEIGHT TEMPERED SAFETY GLASS RELITE. NEW B/S FIRE RATED 6' -0" WIDE X 4' -0" HIGH PARTIAL HEIGHT TEMPERED SAFETY GLASS RELITE ASSEMBLY IN ACCORDANCE WITH ASTM E 119. EXISTING, U.N.O., FIRE EXTINGUISHER CABINET. ALIGN. CONSTRUCTION NOTES 1. ALL WALL INFILLS TO ALIGN WITH ADJACENT SURFACES ON EACH SIDE. 2. CONTRACTOR TO PROVIDE AND INSTALL BLOCKING FOR ALL DOORS, ACCESSORIES AND CABINETRY, IF REQUIRED. 3. FOR GENERAL NOTES, SEE TI -1. CONSTRUCTION KEYNOTES EXISTING 60- MINUTE RATED CORRIDOR. 0 CONTRACTOR TO CHECK CONDITION OF INSULATION ABOVE EXISTING DEMISING PARTITION AND REPAIR AS REQUIRED TO BRING TO "LIKE NEW" CONDITION. CONTRACTOR TO RE -INS DEMOLITION KEYNOTE LOCATION. LL REMOVED WHITEBOARD PER . VERIFY WITH TENANT EXACT O CONTRACTOR TO MODIFY HARDWARE OF EXISTING 1 -HOUR RATED DOOR ASSEMBLY BY PROVIDING AND INSTALLING B/S PANIC HARDWARE. OCONTRACTOR TO PATCH OPENINGS LEFT BY REMOVAL OF CONTROL SWITCHES AND TO FINISH TO MATCH ADJACENT. OCONTRACTOR TO PROVIDE AND POST A SIGN INDICATING MAXIMUM OCCUPANCY OF (83) IN ROOM. EXACT LOCATION IS TO BE DETERMINED. CONTRACTOR TO PROVIDE AND POST A NOT AN EXIT" SIGN AT THIS A DOOR. DOOR SCHEDULE 6 ", UNLESS OTHERWISE NOTED NOTES: DOOR NUMBER TYPE OF DOOR A. NEW B/S 3' -0" WIDE X ( ±) 8' -0" HIGH X 1 -3/4" THICK SC WOOD DOOR IN B/S WOOD FRAME. B. NEW B/S 45- MINUTE 3' -0" WIDE X ( ±) 8' -0" HIGH X 1 -3/4" S.C. WOOD DOOR AND METAL FRAME ASSEMBLY. HARDWARE a. B/S LATCHSET. b. B/S LATCHSET AND CLOSER. c. B/S PANIC HARDWARE. EXISTING DOOR TO REMAIN 1. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER -TYPE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FLOOR. 2. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING DOOR = 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 3. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.5 INCH (12.7 MM) IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ON UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). r VIEW P! A CE C �0!!E® PP APR 2 7 2010 ity of Tukwila LDING DIVISION AID-08S ettyvatA MAR 31 2010 PERMIT CENTER FORT DENT III 6840 FORT DENT WAY TUKWILA, WASHINGTON 98188 Marvin Ste planning sociates, LLC design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: MW CHECKED BY: SN, GG JOB NO.: 08153.006 NO. REVISIONS INDICATED THUS A DATE BY SUBMITTAL FOR REVIEW 03/30/10 MW PERMIT SET 03/31/10 MW TENANT: STATE FARM INSURANCE (SECOND FLOOR) SHEET TITLE: DEMOLITION PLAN, CONSTRUCTION PLAN AND ELEVATION REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2010. TI -2 OF 3 SF— CL— P0- 02.dwg 0 on N La- +' p - 1 C - � a) o N 0 O LJ- LI Q cn 0 CD CO c • (n � Er=1— r7) o � Lcn • i °N° 11 L)-- .r 01 0E 0E LD 01=wox Wig 11�I 205 � I ! III-_ I - - - N1 ..,..., . „1„ .. 111111!!!, iii'���il' NOo F IIIIMMIS EXISTING CORRIDOR N.I.C. REFLECTED E L N C I I G PLAN 1 /8" =1' -0" 0 5' 10' 20' 30' 41D NORTH CEILING LEGEND L____J BE RELOCATED. EXISTING BIS CEILING GRID AND TILES TO REMAIN. EXISTING 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE TO REMAIN. EXISTING 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE TO BE UPGRADED FOR EMERGENCY LIGHTING. EXISTING 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE TO 1 RELOCATED BIS 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE. SEE CEILING KEYNOTE #2. RELOCATED BIS 2'x4' RECESSED FLUORESCENT LIGHT FIXTURE BE UPGRADED FOR EMERGENCY LIGHTING. ®(R) EXISTING, U.N.O., BIS CEILING MOUNTED ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN) (R = RELOCATED). EXISTING B/S CEILING MOUNTED ILLUMINATED EXIT SIGN TO BE RELOCATED (DIRECTIONAL WHERE SHOWN). $ (N) EXISTING, U.N.O., B/S LIGHT SWITCH. (N = NEW). REFLECTED CEILING NOTES 1. PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT, THE ELECTRICAL CONTRACTOR IS TO FIELD CHECK FOR ANY CONFLICTS WITH EXISTING MECHANICAL DUCT WORK, ELECTRICAL CONDUITS, SPRINKLER HEADS, PIPES, ETC. AT EVERY LIGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFLICT EXISTS, THE ELECTRICAL CONTRACTOR IS TO NOTIFY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO NOTIFY MS&A OF THE CONFLICT(S) SO A NEW LAYOUT CAN BE GENERATED. NO LIGHT FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED. 2. GENERAL CONTRACTOR TO VERIFY EXISTING EMERGENCY EGRESS PATHWAY LIGHTING. DESIGN SHOWN ON REFLECTED CEILING PLAN IS CONCEPTUAL ONLY. EXISTING EMERGENCY PATHWAY LIGHTING TO REMAIN UNLESS NOTED OTHERWISE. PROVIDE ONE FOOTCANDLE OF ILLUMINATION AT THE EGRESS PATHWAY FLOOR LEVEL SUBJECT TO FIELD INSPECTION WHEN ALTERATIONS TO EXISTING EGRESS PATH OR EMERGENCY LIGHTING ARE REQUIRED. 3. THERE SHALL BE 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF V.A.V. BOXES. IF LIGHTING LAYOUT CREATES A CONFLICT, NOTIFY MS&A PRIOR TO ANY INSTALLATION. THIS IS TO INSURE NO FIELD REVISIONS WILL BE REQUIRED. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY DAMAGED CEILING TILES AND GRID OR EXTENDING ACT CEILING OR GWB CEILING AS NECESSARY TO MATCH EXISTING AS REQUIRED. 5. DAYLIGHT ZONE CONTROL: ALL DAY LIGHTING AS DEFINED IN CHAPTER 12, BOTH UNDER OVERHEAD GLAZING AND ADJACENT TO VERTICAL GLAZING, SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, WHICH CONTROLS THE LIGHTS INDEPENDENT OF THE GENERAL LIGHTING AREA PER 1513.3 OF THE WASHINGTON STATE ENERGY CODE. 6. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF FIRE SPRINKLERS DESIGN AND CONSTRUCTION. IN THE EVENT OF A CONFLICT REGARDING NEW LIGHTS, WALLS, SOFFITS, AND OTHER FIXTURES, THE SPRINKLER HEADS MUST BE MOVED. 7. COMMISSIONING REQUIREMENTS: FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUTOFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. DRAWING NOTES SHALL REQUIRE COMMISSIONING IN ACCORDANCE WITH THIS NOTE. SWEEP CONTROLLERS ARE NOT BUILDING STANDARD, USE OCCUPANCY SENSORS AS REQUIRED. CEILING KEYNOTES OCONTRACTOR TO RE- INSTALL REMOVED PROJECTION SCREEN PER DEMOLITION KEYNOTE 13JE. PROVIDE AND INSTALL WIRING AS REQUIRED FOR CONTROLS FOR PR CTION SCREEN. VERIFY WITH TENANT. OCONTRACT TO RE- INSTALL REMOVED PROJECTOR PER DEMOLITION KEYNOTE (4 ). PROVIDE AND INSTALL WIRING AS REQUIRED FOR CONTROLS R PROJECTOR . VERIFY WITH TENANT. OCONTRACTOR TO RELOCATE CONTROL SWITCHES FOR FOR LIGHTS, PROJECTOR AND PROJECTION SCREEN REMOVED PER DEMOLITION KEYNOTE TO THIS LOCATION. RE -WIRE AS REQUIRED. IF NONE EXIST AT THIS LOCATION, CONTRACTOR TO PROVIDE AND INSTALL NEW B/S ILLUMINATED EXIT SIGN. LIGHTING CALCULATIONS PERCENTAGE OF ALTERATION: OF THE (33) EXISTING LIGHT FIXTURES, (16) ARE TO BE RELOCATED. PERCENTAGE OF ALTERATION IS 48.48 %. NO EXISTING LIGHT FIXTURES ARE TO BE REMOVED OR NEW FIXTURES TO BE ADDED. SUMMARY: PERCENTAGE OF ALTERATION IS LESS THAN THE 60% ALLOWED PER W.S.E.C. 1 203 1 202 I204I 11 B c FEC [ 205 206 DN 200 201 207 44" AFF 0 GFI DS EXISTING CORRIDOR 0 N.I.C. ELEC /COMMUNICATIONS PLAN 4) 1 /8" =1' -0" 0 5' 10' 20' 30' NORTH ELEC. / COMMUNICATION LEGEND (GFI) E41 EXISTING, U.N.O., BIS WALL MOUNTED, U.N.O., DUPLEX ELECTRICAL OUTLET (GFI = GROUND FAULT INTERRUPTED CIRCUIT). EXISTING, U.N.O., B/S WALL MOUNTED COMBINATION VOICE/DATA OUTLET. EXISTING, U.N.O., CEILING MOUNTED JUNCTION BOX. teg-DISP CONTROL SWITCH FOR GARBAGE DISPOSER. 'N' NEW (SEE NOTE #1 BELOW). 'U' UPGRADE EXISTING. ELEC. / COMMUNICATION NOTES 1. CONTRACTOR AND LANDLORD TO VERIFY ELECTRICAL / COMMUNICATION REQUIREMENTS WITH TENANT. 12. FOR GENERAL NOTES, SEE TI -1. 3. ALL OUTLETS TO BE MOUNTED 15" A.F.F. - TO BOTTOM OF OUTLET PER W.S.B.F. !REQUIREMENTS, U.N.O. 4. ALL DATA & COMMUNICATION LINES TO BE ROUGH -IN ONLY (MUD RING W/ PULL WIRE). ELEC. / COMMUNICATION KEYNOTES CONTRACTOR TO PROVIDE AND INSTALL NEW JUNCTION BOX OR DUPLEX OUTLET FOR PROJECTOR AND PROJECTION SCREEN ABOVE CEILING. VERIFY REQUIREMENTS WITH EXISTING EQUIPMENT. REVIEWED FOR CODE COMPLIANCE P,i� i 1 21 2010 City of Tukwila BUILDING DIVISION E--WE4 : , CITYR OFi stA MAR 31.2010 PERT f-"G FORT DENT III 6840 FORT DENT WAY TUKWILA, WASHINGTON 98188 Marvin Ste sociates, LLC planning design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: MW CHECKED BY: SN, GG JOB NO.: 08153.006 NO. REVISIONS INDICATED THUS n SUBMITTAL FOR REVIEW PERMIT SET DATE BY 03/30/10 MW 03/31/10 MW TENANT: STATE FARM INSURANCE (SECOND FLOOR) SHEET TITLE: REFLECTED CEILING AND ELEC. / COMMUNICATION PLANS REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2010. TI -3 OF 3