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HomeMy WebLinkAboutPermit D08-102 - BARTHCO - OFFICEBARTHCO 18200 CASCADE AV D08 -102 Parcel No.: 7888900170 Address: 18200 CASCADE AV TUKW Suite No: Tenant: Name: BARTHCO Address: 18200 CASCADE AVE , TUKVVILA WA 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 Owner: Name: RIVERPOINT TWO LLC Address: 1100 OLIVE WAY #340 , SEATTLE WA 98101 Phone: CitAif Tukwila • Contact Person: Name: HARPER DAVIDSON Address: 1100 OLIVE WAY SUITE 1005 , SEATTLE WA 98101 Phone: 206 - 236 -6160 Contractor: Name: SMAJIC CONSTRUCTION LLC Address: 12219 SE 65TH ST , BELLEVUE WA 98006 Phone: (206)419 -8090 Contractor License No: SMAJICL954R2 doc: IBC -10/06 DEVELOPMENT PERMIT Permit Number: D08 - 102 Issue Date: 04/07/2008 Permit Expires On: 10/04/2008 Value of Construction: $50,000.00 Fees Collected: $1,369.05 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0008 Expiration Date: 12/22/2009 DESCRIPTION OF WORK: CONSTRUCT NEW OFFICE SPACE FOR TENANT, 5448 RENTABLE SQ FT. STANDARD OFFICE USE WITH 40% BUILD OUT AND REMAINDER OPEN SPACE * * continued on next page ** D08 -102 Printed: 04 -07 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City (*Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -102 Issue Date: 04/07/2008 Permit Expires On: 10/04/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: 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. doc: IBC -10/06 Date: The granting of this permit do - s no re • e to 've authority to violate or cancel the provisions of any other state or local laws regulating construction or the a oy ce wo . I age thorized to sign and obtain this development permit. Signature: /I1 Date: Print Name: •� ` / /1/ N e 1 - 2 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -102 Printed: 04 -07 -2008 Parcel No.: 7888900170 Address: 18200 CASCADE AV TUKW Suite No: Tenant: BARTHCO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -102 Status: ISSUED Applied Date: 02/22/2008 Issue Date: 04/07/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Thkwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 14: 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) 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or doc: Cond -10/06 D08 -102 Printed: 04 -07 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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) 16: 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) 17: 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) 18: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 19: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 20: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall not be less than 36 inches. (IFC 1013.4.1) 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: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 23: 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) 24: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 25: 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) 26: 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) 27: 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 doc: Cond -10/06 D08 -102 Printed: 04 -07 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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) 28: 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) 29: 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) 30: 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) 31: 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) 32: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 33: U.L. central station supervision is required. (City Ordinance #2050) 34: An approved manual fire alarm system 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. 35: 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) 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 38: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 39: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 40: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 41: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 42: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) doc: Cond -10/06 D08 -102 Printed: 04 -07 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 43: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 44: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 45: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 46: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 47: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 48: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 49: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 50: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table 716.3.1) 51: 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. 52: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (IBC 712.4.2) 53: 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) 54: There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (IBC 315.2.4) 55: Combustible material shall not be stored in boiler rooms, mechanical rooms or electrical equipment rooms. (IFC 315.2.3) 56: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 57: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 58: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 59: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D08 -102 Printed: 04 -07 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 wo Signature: Print Name: doc: Cond -10/06 • J99 Date: L D08 -102 Printed: 04 -07 -2008 Site Address: a � Tenant Name: ,ba r /1'1Cb Property Owners Name: gt/e(494) Two, CL c Mailing Address: I \CO ()\ \ i Wa S vi 1OOS CONTACT PERSON - who do we en your per C T. vicLs/f> Day Telephone: Mailing Address: bU 014 Wa � S 2 City 78/c)/ City State Zip ,� o \e C Fax Number: ao (o -c 3 �o "�l (.O E -Mail Address: pV'r C � f ' ' '' "` Name: 'HI CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us GENERAL CONTRACTOR INFOR3IATION -- (Contractor for Mechanical (pg 4). for Plumbing and Gas Piping - (pg<5)) Company Nam Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF REC' Gk gal le, Contact Person: E -Mail Address: Company Name: Mailing Address: 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 ** Company Name: rr 11 ,,-- Mailing Address: ,9aa \ fl ckh Asre Contact Person: E -Mail Address: Q :\Applications\Forms- Applications On Line\3 -2006 - Permit Application. doe Revised: 9 -2006 bh All plans roust b'e wet stampe 5d 2!S oject No. Building Pern, . Mechanical. Pe Public P (For offi ce use only) King Co Assessor's Tax No.: ?€ V2 Suite Number: o?0o Floor: City New Tenant: .... Yes El ..No vJ 4 State Zip WA} City State Zip Day Telephone: Y? 5 - - (40 uS Fax Number: Expiration Date: Se--,m w4 98/(2 l Zip City State �o6 4u/ )yy7 Day Telephone: r Fax Number: ieCir of.Kec ENGINEER OF be "Wet °stamp State Zip City Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFO TION - 206-431-3670 Will there be new rack storage? ❑.... Yes Valuation of Project (contractor's bid price): $ 50/ 000 Existing Building Valuation: $ 5 500 D Scope of Work (please provide detailed information): 6d�x✓'1.e L j &i2ki/ 01 ,4v Sy(-4 /e.✓ 1,1104Q S�v� r2 raet . 4.s4 t►-iC( vse 1., V4) 1, id 014 I v lw � y� ye a . [. If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below S 2"° Floo m F %or Floors Baseme Acc Structti Attar d!. Detached Gar Attache Cs Detached Carp Cov dD k' I lncovere Deck aT, Soo a7 s nterior Remodel 6, (4(-('. Addition .to Existing Structure Type of •Cbristruction IBC' Type of Occupancy per PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: / 0 Compact: Handicap: (/) Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 153 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 2' 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. Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERNIIAPPLICATI01 �NOh�Applicable�to ,afl °.p'ermit "s ni�tlus catj : 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. 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. Signature: 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). BUILDING OWNER 9; • i' ORIZED A. ENT: Print Name: ,. Mailing Address: //ao D/1 fr 1 4/6( u / $ - 'J fo )S Date Application Expires: Date Application Accepted: Q :Wpplications\Forms- Apphcatrons On Line\3-2006 - Permil Applicanon.doc Revised: 9 -2006 bh Date: a / Day Telephone: a? " CS O 7225 City State Zip Staff Page 6 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPINe INFORMATION - 206.431 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: Fax Number: Expiration Date: Page 5 of 6 Parcel No.: 7888900170 Address: 18200 CASCADE AV TUKW Suite No: Applicant: BARTHCO Receipt No.: R08 - 01063 Initials: LAW User ID: 1632 Payee: SMAJIC CONSTRUCTION LLC ACCOUNT ITEM LIST: Description rinr.• RPr.Pint -18 BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1205 831.50 000/322.100 000/386.904 RECEIPT Account Code Current Pmts Total: $831.50 O Permit Number: D08 -102 Status: APPROVED Applied Date: 02/22/2008 Issue Date: Payment Amount: $831.50 Payment Date: 04/07/2008 02:29 PM Balance: $0.00 827.00 4.50 4/ 7 P.1.1 TOTAL. 33...50 Printarl• 04- 17 -200R Parcel No.: 7888900170 Address: 18200 CASCADE AV TUKW Suite No: Applicant: BARTHCO Receipt No.: R08 -00516 Payee: RIVERPOINT TWO LLC ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Initials: WER Payment Date: 02/22/2008 03:14 PM User ID: 1655 Balance: $831.50 TRANSACTION LIST: Type Method Description Amount Payment Check 2144 537.55 Account Code Current Pmts 000/345.830 537.55 Total: $537.55 Permit Number: D08 -102 Status: PENDING Applied Date: 02/22/2008 Issue Date: Payment Amount: $537.55 9066 02/25 9710 TOTAL 537.55 doc: Receiot -06 Printed: 02 -22 -2008 COMMENTS: D p j lAY1 (A) p 4 I i 1 lc D ate Called: 7 / Special Instructions: 1 JeS or ci ,i, Lii(C. I D kii(J ° Y 3 ? i ) r AP,,:l j.). ° Ci ( 1 Date Wanted: 1., ? I - , a Requester: J_)) i , V 44 ",i4 r AA i Irj , tkl I i A Project: ' ( t: \. .6 Type of Ins? tion: e , 7 _ 4 4 I Addre r; t 3 D ate Called: 7 Special Instructions: 1 JeS or ci ,i, Lii(C. I D kii(J ° Y 3 ? i ) r AP,,:l j.). ° Ci ( 1 Date Wanted: 1., ? I - , a Requester: Phone No: -# INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO., 6300 Southcenter Southcenter Blvd., #100, Tukwila, WA 981 88 (206)43 1 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspect Date: 2 ( Ej $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: Pr • . t: Type of Inspection: Al zoo a to Called: Special Instructions: Date W nted:: a Requester: _Pho2 1:2 Qc,eo CITY OF TUKWILA BUILDING DIVISION Ei Approved per applicable codes. Dcia 6Z_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: £' i•-f-- k -.(`) t I Inspect Date: - El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: ,, Type of If spectign: Addr s Date Called: Special Instructions: Date Wanted: S*-- / V (/ l7 ` a,ay p.m. Requester: Phone No: /o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - 11F--/-, id r._.4 Inspect r: Date: El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Pr Q� I 0 00 Type of Inspection: C2 11-.. r`�f '�E , k ( (‘V,11 Address: 1632, 6. Date Called: Special Instructions: COO O J' .....V—Vs-l5 Z .' , ` \lof Date Wanted: IIIIIIII Reques er: P N // �� ` c 0 INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (2 06)43 1 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp'ctor: INSPECTION RECORD Retain a copy with permit T)08- Dates 0 $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: COMMENTS: Type of Inspection: f,_jjt '( j 3G i i Address: t ( rs' ?.t)J & . S Je Date Called: ( Date Wanted: ,` c t (r P. Requester: * C J r> f Phone No: (GI (' I r) if 6 " H T x' 'Li I r l 1 A--4 ,f, /4,/-e 1 I _S‘_, ./ c. kJ / rj Proj : r t/� tr i Type of Inspection: f,_jjt '( j 3G i i Address: t ( rs' ?.t)J & . S Je Date Called: Special Instructions: Date Wanted: / a.m. P. Requester: Phone No: Oo<?'/7Z- INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. ❑ Corrections required prior to approval. Inspect V ` Date: - jc( $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: ��r COMMENTS: Type of Inspection: Address: /Of O al d( j [ 11-ArK . ), 70- __s t-,,i) (j i (-), , 7" Alf ... / , Special Instructions: Date Wanted: , ,42_,..n P.m. Requester: , / i A ,,?-3 / _s t 4 1 2 /1 ( 11 Z-1 Az us 4) A / 1 2 ._ r , 4' tr e IC ( -A - / , ProjecS: Type of Inspection: Address: /Of O al d( j [ 11-ArK Date Called: Special Instructions: Date Wanted: 2 - (2 ,42_,..n P.m. Requester: Phone No:,,/ f(s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. Inspec or: I A Date: _ 2 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: C.._- ' ,70■/` 41 r' S 4 4 ( Sr ti d / GK al i 11A L -r,,', 7t-- . r c u / - , I I/) { {l L ,`1 /! J fi r / i /t-`^� 4 o:- -`y f S S t) i f '_,� ;A - A � .3 (- /� �/ tJ�f t � ( f be__ :ls r 7 af`k- Special Instructions: r 11v f ', -Ni C ?� ,f F ,f` L - . / / • / , el . I ,i--1( 3" U. Est 1 .. y_ i t r),� _SL 4 f .de.,. /e 1J c. / U- r- rC -�- / AJ P ' � I 3) 03 <[/''' ‘. C I . �, ''----t) . t . - . f . . . h tqe- --.!, d) ()n I)sh': e) r st h 1 I , i Ivy( A — O 14, -, / .C_ / i V` I ,.) d / cy J -Jce_ .Jed d i On 4)14.) i ons `e 0 / ) _..1- .NL,! 0 1A e J, Pro'ect: Type of jpspection: '0(0- . Address: I � ' 1 , 0 J O S . AU L Date Called: / Special Instructions: r 11v f ', -Ni C ?� ,f F ,f` L Date Wanted:. - 5- Z "` O p.m. Requester: Phone No: ?r 1 1 1 ' —:' 1O INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT. NO. CITY OF TUKWILA BUILDING DIVISION — 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Date: El $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: COMMENTS: Aq A ,1\ 1 ?AP pi mcr, - - ; ) i ,/:, di i J D / 1,,).4- E ot, f (3(.) /Jiff , Nj r-A (( I 1 d,a i)r ,,.), ( - 1 1, /4 tAt V( ,f( j:_f : )A (..5 lyfr )%1 , {c s i\f I , ro, m, 7 i' f c pi , re c' ,7;01 - 7/ .?, 2_ #.- a_ TT. e AJ AP s 2.A i c ittOLifc, ,6r- A tiy-4 sox ,fli 4-4 I A 1 .-- d!' / 1 ./s q v A ieSS (/eh ) ,stii,-.11,,J.k. INSPECT! N NO. s cu INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Do -/oZ PERMIT NO. (206)431-3670 Project: Type of inspeaoy: AddrAss: 15/ 2.00 Special Instructions: DIte Called: Date VVanted: Requester: Phone No Bo Approved per applicable codes. Corrections required prior to approval. InspeCor:-■ Il l d t t ( Date: — ED $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedple reinspection. Receipt No.: Date: 4 COMMENTS: P A V (6,//q j Type of Inspection: cry J-r' UJ S Address: 1,5:2.1 C"r/ Special Instructions: f / p.m. (! Phone No: 71 J i L 0eA 1mA J\hr c..� c-J /} Proj t: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: Li — 2 / ---6 (43.,, p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D -)0 PERMIT NO. Corrections required prior to approval. Inspect 7 Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: , Cam, I.'✓1> (4NN a7 9G_ 4'i�,rl,.� C4-71.71 /k_ " 4 i .. j 4 ! c 7 - -/ s >/rl e Date Called: Special Instructions: Date Wanted: y -18- ara. po ,, of 144 -, e'-e.7:-.5 A r (..15 4 'Ls 0, F . a F spr: ik/ .- ,0, Project: BAP? 7-lied Type of Inspection: S ZiSPfN4Fi do/ I'm Address: / 4 Zvcc ( ( Date Called: Special Instructions: Date Wanted: y -18- ara. Requester: Phone No: /� ,. x ' 6 '"' 7 /5 " ,c36rc 0 v INSPECTION NO. INSPECTION RECORD Retain a copy with permit , T,5 v ` /" PERMIT NO. CITY OF TUKWILA BUILDING DIVISION W 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. LE Corrections required prior to approval. Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: f /•` y " , ■°t_S Address: / 2✓ C <) /' Date Called: t / 1 / /7 / I�rO.l.+ ,%, C4 i vi , 0 /3 7,"� 60l e 4, 4"4 t RO 5 A i M S a tt Coe.- j 1t {a Date Wanted: 4 "1"' / ' ©'' a.m. p.m. Requester: Phone No: 2'4 c ( /7 c fo ok 7 &•, 0 00 oh e S,P;(c oh ly f P © ,., , .1 1 ' 4 - 4 .1. ,- , o r Cot (...„,`I /?o65 A / Project: 1 34.41 t"',0 Type of Inspection: f /•` y " , ■°t_S Address: / 2✓ C <) /' Date Called: Special Instructions: Date Wanted: 4 "1"' / ' ©'' a.m. p.m. Requester: Phone No: 2'4 c ( /7 c fo 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit P06-10A, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION } _lam' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ® Corrections required prior to approval. Date: c78 0 $58.00 R NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Pro� Type ofItispr1tn: t4 L ' ! 1'v A � j, � C / l �r 6 6 / 1 4 6M Date Called: Special Instructions: . b Date Wanted: 2--1-1/-0 a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit 64g -/d2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7 Inspeyr: -"• Date _ t ❑ $58.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: Date: 9MMENTS: Type of Inspection: , /1 , 9 . 01 (IV 6 Addre s• ,) r d 41.4 t vim,1 A H-J A C 1( itt. " e fir ` <_ l �, ,te 2 AA t'- ( i�'1 pk---.1",b ( ? A--( peik I 1 .t� Projec . ,u J�r1 Type of Inspection: , /1 , 9 . 01 (IV 6 Addre s• Date Called: Special Instructions; Date Gaa ted ® �l� C., - a i m ` C'"' Requester: Phone No: ( - go 5' 6 O INSPECTION RECORD Retain a copy with permit INSP N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6 3 0 0 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspe Dat2f J( 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Parcel No.: 7888900170 Address: 18200 CASCADE AV TUKW Suite No: Applicant: BARTHCO Payee: SMAJIC CONSTRUCTION ACCOUNT ITEM LIST: Description doc: Receiot -06 PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Receipt No.: R08 -01612 Payment Amount: $60.00 Initials: WER Payment Date: 05/14/2008 08:34 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1243 60.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Permit Number: D08 -102 Status: ISSUED Applied Date: 02/22/2008 Issue Date: 04/07/2008 2400 05/14 9710 TOTAL 60.00 Printed: 05 -14 -2008 Project: -0 TuGO Sprinklers: . Type of Inspection: °° E.1i&E.. R. L1 Address: 1 02-oQ Suite #: Ca5c Contact Person: AD/ Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: . Fire Alarm: Hood & Duct: Monitor: Pre -Fire: _ Permits: Occupancy Type: s r�xc�:.; a�xsS a. INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 ( )A - Approved per applicable codes. COMMENTS: CAN - Old I • • • I f Date: .r" /;Lo /dei Hrs.: Inspector: ph 1 n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Fiance Department. Call to schedule a reinspection: Word /Inspection R`cord Forrra.Doc 1/13/06 4 INSPECTION I RECORD Retain a copy with permit PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 Project: Bgrkekc a Sprinklers: Type of Inspection: r F.t. F'^ Address: / :Zoo C Suite #: .'r,'dti 4v. s. Contact Person: ]+d►' Special Instructions: u Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: µ �e:K aW�6y ? rxF�z'!iaFStat x�n 4 [ (Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word/Inspection Record Form.Doc 1/13/06 Dot - 'a INSPECTION NUMBER PERMIT NUNERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 A COMMENTS: 9 -- i.) in 4.1 co 04 l 4vit• I r I Inspectors $ vl l ,( Date: 572-40: H .: COMMENTS: Type of Inspection: . Address: 1 a a uo e Ase ak o f Suite #: ! ' C .P12-t-i c...e Cov . —. Phone No.: 2oto- u19- Soho --- O iL 1b c o u 0 P V P U nom► c.c. - 5 Grt 14 , WA t . 0 1\1 FI-c> '-f'41, vl-n") Se r h 6 P i A ts1 S o ►.A S t - r = vw.. SAD , ,av_t.1 -- -S r14 Lc_4 . .' Project: - c ►t c 0 Type of Inspection: . Address: 1 a a uo e Ase ak o f Suite #: Contact Person: I T)NAN 5rv►asic. • Special Instructions: Phone No.: 2oto- u19- Soho Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: +%XteT s ..r • - - +.SY. =.H' • .: `�aw5..� zV — " wgk�ni g INSPECTION NUMBER • Approved per applicable codes. INSPE ON RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; Tukwila, Wa. 98188 206 -5 -4407 rrections required prior to approval. Inspector: ( 57 . I Date: 5. . Du Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e 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 Project :ij ix-0.- ca Type of Inspection: '" Address: 157 o Suite #: CASs A ti e Contact Person: Ao; Special Instructions: Hood &Duct: f� Phone No.: 20(0. ylq- 8010 Needs Shift Inspection: Sprinklers: y Fire Alarm: �/ Hood &Duct: f� Monitor: 14, t C Pre -Fire: ij Ue Permits: Occupancy Type: — 42, 7.. i[�;afct: =��1 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ri Approved per applicable codes. INSPECTIOI RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS I I Corrections required prior to approval. COMMENTS: cA -tiNgt ► (c>lu SlYQ.D_ d 14/vv J 1 Inspector &VIA, is oz, • I Date: Jeff l as Hrs.: rs.. / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 e- COMMENTS: Type of Inspection: .. sip s. ,, Ae. Iv .A.. /1 yd) Pd /Co.014,,, . Address: /C. d® Ca Sea AC.' Suite #: dr0 1 ' 7•"" Special Instructions: Phone No.: ,i'0 1 Occupancy Type: i4.404.1te 13 r• r Project: 8a' Type of Inspection: .. sip s. ,, Ae. Iv .A.. /1 yd) Pd /Co.014,,, . Address: /C. d® Ca Sea AC.' Suite #: Contact Person: Ca f +' 3 Special Instructions: Phone No.: Needs Shift I nspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: wiryy:r a*: ::av,Ii' . m•,:1 10:•4- r..ef• • i INSPECTION NUMBER IY /e. proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 08- 5- /3P' apt- i ce,. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. Inspector: J S i r Date: 02.-10 ? rs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from th City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 (i Arire„.. 44 nt Wit 76 GA- 600 -2006 FIRE RESISTANCE DESIGN MANUAL SHAFT WALLS G -P Gypsum GA FILE NO. WP 7001 GA FILE NO. WP 7008 BPB America Inc. PROPRIETARY* GYPSUM WALLBOARD, STEEL One layer 1" x 24" proprietary type X gypsum panels inserted between 21/2" floor and ceiling J runners with T section of 2 proprietary C -T steel studs between panels. OPPOSITE SIDE: One layer 5 /8" proprietary type X gypsum wallboard applied parallel to studs with 1" Type S drywall screws 8" o.c. at edges and 12" o.c. at intermediate studs. (NLB) PROPRIETARY GYPSUM PANEL PRODUCTS 5 /8" ToughRock® Fireguard® 1" DensGlass® Ultra Shaftliner PROPRIETARY* GYPSUM WALLBOARD, STEEL C -H STUDS One layer 1" x 24" proprietary type X gypsum panels inserted between 2 floor and ceiling J runners with H section of 2 proprietary vented C -H steel studs between panels. OPPOSITE SIDE: One layer 5 /8" proprietary type X gypsum wallboard or gypsum veneer base applied parallel to studs with 1" Type S drywall screws 12" o.c. STC estimate based on 1" mineral fiber insulation in stud space. (NLB) PROPRIETARY GYPSUM BOARD American Gypsum Company 5 /a" FireBloc® Type X BPB America Inc. 5 /e" ProRoc® Type C Gypsum Panels Lafarge North America Inc. - 5 /8" Firecheck® Type C PABCO Gypsum - 5 /8" FLAME CURB® Type X Temple- Inland Forest Products Corporation - 5 /8" Type X United States Gypsum Company - 5 /8" SHEETROCK® Brand FIRECODE® Core Gypsum Panels 1" SHEETROCK® Brand Gypsum Liner Panels GA FILE NO. WP 7020 I 1 PROPRIETARY* GYPSUM WALLBOARD, STEEL S 4EBi.STt1D One layer 1" x 24" proprietary type X gypsum panels inserted between 2 floor and ceiling runners with tab -flange section of 2 steel I stud between panels. Also fire tested using 2 steel C -T studs. OPPOSITE SIDE: One layer 5 /e" proprietary type X gypsum wallboard applied parallel to studs with 1" Type S drywall screws 8" o.c. at edges and 12" o.c. at intermediate studs. STC estimate based on 1" glass fiber insulation in stud space. (NLB) PROPRIETARY GYPSUM BOARD 5 /8" ProRoc® Type C Gypsum Panels 1" ProRoce Shaftliner 1 HOUR FIRE �. 1 If 35 to 39 STC SOUND Thickness: 3 Approx. Weight: 7 psf Fire Test: GET, 1 -7 -74; ITS, 8- 30 -01, ITS Design GP/WA 60 -1 Sound Test: Estimated 1 HOUR FIRE 1 HOUR FIRE Thickness: 3 Approx. Weight: 7 psf • Fire Test: WHI- 651 - 0306.1, 10 -2, 3, 4, & 5 -89; GET 1 -7 -74 Sound Test: Estimated *Contact the manufacturer for more detailed information on proprietary products. 35 to 39 STC SOUND { Thickness: 3 Approx. Weight: 8 psf Fire Test: UL R1319, 88NK2747, 2 -8 -88, UL Design U469 Sound Test: Estimated 35 to 39 STC SOUND DEPART ENTS: Bu'itdgision Public Works Comments: s PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -102 PROJECT NAME: BARTHCO SITE ADDRESS: 18200 CASCADE AV S Original Plan Submittal DATE: 04 -28 -08 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-01 -08 Complete NI Incomplete n Not Applicable n 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 IV Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: Fire Prevention Structural DATE: Planning Division n Permit Coordinator ❑ DUE DATE: 05 -29 -08 Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 C *P ERMIT COORD COPY o PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -102 DATE: 02 -22 -08 PROJECT NAME: BARTHCO SITE ADDRESS: 18200 CASCADE AVE - SUITE 202 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: A,' B ilding Ivlsion� Public Work 2 2 0 n Zvi. �D Complete Comments: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -26 -08 Structural Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 612- AWL 2 -21 Fire Prevention u n No further Review Required DATE: DATE: t ntg 2. PI Division Division Permit Coordinator rilt Not Applicable r-' DUE DATE: 03 -25 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 4 S Iy Summary of Revision: re u i sc C orY Av.,- Apord 1 i 4 �aiwAgo shitv ir Received by: _ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: y�-�-t0 • SITE ADDRESS: I 6) Cava61 A✓ S REVISION LOG 0 , A „ PERMIT NO: CU l ORIGINAL ISSUE DATE: 1 -( -7-00 (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc D a te : tilA163 i? 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: 1 OO (ca e. .r 1 7 l u4 9 °)) v� Contact Person: ` s , °j�G Phone Number: 7& —L ift -- W e i D Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: 12' Entered in Permits Plus on +).-O 7 aapplicationslforms- applications on line\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: hap: //www.citukwila.wa.us Plan Check/Permit Number: Steven M. Mullet, Mayor Steve Lancaster, Director REC E�N D CITY OF TUKWILA APR 2 8 2008 "IFAMIT CENTFR License SMAJICL954R2 Licensee Name SMAJIC CONSTRUCTION LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602566567 Verify Workers Coma Premium Status Ind. Ins. Account Id Business Type LIMITED LIABILITY COMPANY Address 1 12219 SE 65TH ST Address 2 City BELLEVUE County KING State WA Zip 98006 Phone 2064198090 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/22/2005 Expiration Date 12/22/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Look Up a Contractor, Electrician or Plumber License Detail • i�aalu �g on�Ssaie D p, nnieni'of Labor - °Industries Look Up a Contractor, Electrician or Plumber Printer Friendly Version T Home Safety Claims & insurance Workplace Rights Trades & Licensing 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. License Information Business Owner Information Role Effective Date Expiration Date Name SMAJIC, ADNAN Bond Information Bond Company PARTNER /MEMBER 12/22/2005 Bond Account 0 Topic Index I Contact Info Search 1 Find a Law or Rule Get a Form or Publication 673 Help Effective lExpiration I Cancel I Impaired I Bond Received Page 1 of 2 https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= SMAJICL954R2 04/07/2008 METAL STUDS STAGGERED 8' SEISMIC BRACING PER ' 4 " 0 SEISMIC BRACING PER 1M-2. RIVERPOINT CORPORATE CENTER 18200 CASCADE AVENUE S. TU K WI LA, WASHINGTON 98188 6512 H 'oTERED 1 AR IT CT% Q G TA � . •r r ", . in WA ' • @ -0' O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12' -0". ATTACH TO STRUCTURE ABOVE W/ HILTI ' POWER DRIVEN FASTENER 3/4° MIN. #10 SCREWS CONTINUOUS CEILING GRID - DO NOT 1/TI -2. � �� 1/4" NON WD FILLER UN / PROVIDE 4'-0" WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG ` \ ' � -COMB. � � ' �� MAIN RUNNERS ` % (2) CUT. IR/ 410 I I I ° VERTICAL WIRE HANGER-NO. 12 GAUGE @ 4' 0' O.C. OR NO. 10 GAUGE @ 5' -0" O.C. ALONG EACH MAIN RUNNER. HEAVY GAUGE WIRE "PIN ". , „ CEILING SOUND PARTITIONS. k, VI ' 1 114' NON COMB. WD FILLER UNDER MAIN RUNNERS IL .. � CONTINUOUS CEILING GRID - k ‘• /• � \> • I ' DO NOT CUT. - tttt %t tt%ESL '���,.i:��.��s����b��� + 9' -0° A.F.F. Ii i ' ,. SUSPENDED CEILING. + 9' -0" AF.F. aa[aa�P1E� �rlCa�aaaaa CONTINUOUS CEILING GRID - DO NOT CUT. - --. . - ` - - ' i _ - - -- LINE OF CEILING GRID BEYOND SEE REFLECTED CEILING PLAN WI CONT. L METAL TRIM W/ PAPER WING REVEAL ( PAINT BLACK OR MATCH r � I = + 9' - 0" A.F.F. unions' !Rs Vaasa — I�� '� - - -' - -- ' r t_ • ` � N 45 ° .��� 4 I h 45° 1 I �' ,, ► 45° VERTICAL STRUT @ 12'-0" EACH DIRECTION FASTENED TO MAIN RUNNER AND CUT TIGHT TO STRUCTURE ABOVE, HELD IN PLACE BY VERTICAL WIRE HANGER AND HEAVY GAUGE WIRE PIN. MAIN RUNNER AT 4' -0' 0.C. DIAGONAL WIRES -NO. 12 GAUGE IN 4 DIFFERENT DIRECTIONS AT EACH SEIMIC BRACE. EACH BRACE AT 144 SQ.FT. MIN. _ _ VERTICAL STRUT FASTENED TO MAIN RUNNER CROSS RUNNER REVEAL (PAINT BLACK) OR MATCH EXISTING CONDITION. - WA ���''�° /�� / I - LINE OF CEILING GRID BEYOND, SEE REFLECTED CEILING PLAN CONT. 'L' METAL TRIM W/ PAPER WING EXISTING CONDITION. 1/ 8' BLACK FOAM TAPE HOLD BACK CONT. 21/2" 25 GA. TRACK W/ #10 SCREWS 118" BLACK FOAM TAPE HOLD BACK 1/4' FROM EDGE 1/4" FROM EDGE OF TRACK x (2) @ 24" 0.C. BLOCKING WALL _ '•' '= CONT. OF TRACK ACOUSTIC BATT INSULATION S814N9 2 112" x 25 GA. TRACK W/ (2) #10 SCREWS @ 24" O.C. 5/8 "NON COMB. PLYWOOD BLACKING - I '° ;, 5/8" NON -COMB. PLYWOOD @ HUNG ITEMS HERE APPLICABLE - REFER TO MI DRAWING PLANS) ANATE #1 FOR BLOCKING: @- PARTITIONS ONLY. @WALL HUNG ALTERNATE #1 FOR BLOCKING: 20" WIDE GALV. SHEET METAL @ +40° FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) HEAD SECTION 20" WIDE GALV. SHEET METAL @ +40" FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) HEAD SECTION LATERAL BRACING TENANT WALLS (NO CASEWORK) INSTALLATION = . 5 /8' GWB, TYPE 'X' EACH SIDE, TYR MI 5/8" GWB, TYPE X EACH SIDE, TYP. I BASE, AS SCHEDULED. CO GA. GALV. STE EL RUNNER CHANNEL - ACR TO FLOOR AS REQ'D. HILTI POWER DIRECT FASTENING XZF20THP /35 COMBO FASTENER WITH 3/4' MIN. EMBEDMENT @ 24" O.C. OR SIMILAR. BASE SECTION BASE, AS SCHEDULED. CONT 25 GA G ALV. STEEL RUNNER CHANNEL - 1: ANCHOR TO FLOOR AS REQ'D. HILTI POWER DRIVEN DIRECT FASTENING XZF20THPI35 COMBO FASTENER WITH 314" MIN. EMBEDMENT @ 24' O OR SIMILAR BASE SECTION 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 2' MAX .r' .{ � � � d'?' INSTALL PER INTERNATIONAL BUILDING CODE SECTION 803.9.1.1. SUSPENDED ACOUSTICAL CEILINGS ". "SUSPENDED SUSPENDED CEILING SUPPORT DATA v . LATERAL BRACING PER ., DETAIL ABOVE (TYP.) NOTES: i 2 2 LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MIN. 12 U.S. GAUGE SPLAYED IN FOUR DIRECTIONS, 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2' OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 12' -0' O.C. IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' -0° FROM EACH WALL. VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT A MAX. 16 SQ. FT. OF CEILING AND SADDLE -TIED AROUND MAIN RUNNERS, PER 2003 IBC SECTION 803.9.1.1. CROSS RUNNERS ATTACHED TO MAIN RUNNERS BY SADDLE -TYING WITH ONE STRAND NO. 16 U.S. GAUGE TIE WIRE, OR APPROVED EQUIVALENT, PER 2003 IBC SECTION 803.9.1.1. DISCONTINUOUS ENDS OF CROSS - RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE CEILING IS INTERRUPTED BY A WALL. SUSPENDED CEILING SUPPORT DATA NTS L Marvin Ste . ,i i soc i at es, LLC planning design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: KF,NG JOB NO.: 07006.004 1111 � PROVIDE ACOUSTIC BATT INSULATION � 21/2 x 25 GA. GALV. STEEL STUD @ 24" O.C. ' ' WITH 518 TYPE X G WB EACH SIDE. PLAN VIEW 2 1/2 x 25 GA GALV. STEEL STUD @ 24" O.C. WITH 518" � TYPE'X' GWB EACH SIDE. '" <" 'F PLAN VIEW 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. ,ter: BETWEEN STUDS AT SOUND PARTITIONS. 3 STANDARD TENANT PART NTS 4 STANDARD TENANT DEMISING & SOUND PTNS. NTS PARTITION HEAD BRACING DETAIL NTS I 1/4 P I BELOW 3/4" X 4" H e / /\ 4' -0" / 4, -0" / SEISMIC BRACING PER CHECKED BY: GC DATE: 02/22/08 3 EQ / P -LAM SPLASH SCALE: AS NOTED - B/S S.S. FAUCET &SINK PER SPECS. &ANSI 117.1 CODE COMPLIANCE I / \ / \ / f \ B/S 12" DEEP PLAM® UPPERCABINETSW ::r RS, B/S PULLS, WHITE MELAMINE INTERIOR & 2 ADJ. SHELVES. REVISIONS /ISSUANCE: ,\ �, 1 Ill i / � ,`� / .. \ , ,' ; i � r —\7— —\7— \ / / NO. REVISIONS INDICATED THUS A DATE .. P -LAM OVER 3/4° MDF 1 GENERAL REVISION 04 28 08 \ E COLUMN B/S ACCESSIBLE FAUCET, � � J \ / \ / \ / 1 r awisms .17Z 6 No ch _ . r� - c _ - a , 4" PULLS aisaa 1st�1 sefs iaaaaaatatsiEN IIalaa[a[t[at ' ' W.%III IL - -< .u. - ... < .._ .. -... ' of work without prior approval of TI -2 I / �/ STAINLESS STEEL SINK & CABINET. " v `�� r ~ ~I -I ' r l l ~ �'� r EXISTING A.C.T. CEILING. CONTINUOUS "L" SUPPORT TO MATCH PLYWD BACK WI uicwita t3ui�din Division. on g s. • , • -_ and may include adds ` •_ 1 _ ` - y - I[I ■ � ..6Z .tie P-LAM CABINET - , ~� ..t76 ,,N„ - �F /� B /S24 DEEP PLAM� BASE CABINETS W/ I r.'S, DRAWERS, B/S PULLS, WHITE MELAMINE INTERIOR (1) ADJ. SHELF, PLAM COUNTERTOP & BACKSPLASH. `Jlsl \/ EXISTING CORRIDOR CONSTRUCTION. . - ' : ..: m � � ' = ICI ® 2" METAL STUDS @ 24' O.C. TO MATCH T T ■ ± +�! ! J.. � a �� - ll a ; '� Milmwm-f EXISTING CORRIDOR CONSTRUCTION NEW GWB CEILING AT ± 9' AFF. 1�I _ _ r ' PLqr nal/1 m 21 is to :1. apd - c O1�it°u. :, -`� C ---- ) V11 I ■ I ..� . -0" (2) LAYERS OF 5/8' TYPE 'X' GWB. _ ` . OUS •ATT TION. HEAD SECTION � , 17 " k =- OPEN I '., Approval of � it r r i r` ;� 36" CLEAR FOR REF. I 36 ALTER DEPTHS OF DRAWER 24" 2 EQ AND SHELF TO FIT. r the ',. •77 i r....- . ir i s f1 Of - / 6 BARRIER -FREE SINK (SECTION) NTS 5 BREAK ROOM #205 3/8" =1 -0" B y F A d �✓� %: - . .. (MO TENANT: �yof Tukwfla 13IJILDING BUILDING DIVISION _ RECEIVE_ R Z � ZOO B A R T H C O PERMIT CENTER (SUITE 2 02 ti _ c G ifti " 5/8 GWB, TYPE 'X' EACH SIDE, TYP. -� " T , IVA{ � � BASE, AS SCHEDULED. A I CHAN A N C HOR S TO FLOOR AS REQ'D. - C ONT. 25 GA GALV. TE RUNNER , HILTI POWER DRIVEN DIRECT FASTENING XZF20THP135 COMBO FASTENER WITH 3/4" MIN. EMBEDMENT @ 24' O.C. OR SIMILAR. BASE SECTION SHEET TITLE: • DETAILS viog ...„ a„ 1 ca. ..Ig '' PROVIDE ACOUSTIC BATT INSULATION �� 21/2 x 25 GA. GALV. STEEL STUD @ 24' F. O.C. WITH 5/8' TYPE 'X' GWB SIDE . MR ���� 6..®M PLAN VIEW AP PR®VED BETWEEN STUDS AT SOUND PARTITIONS. Ma( -1 2O1 k 14 opt, . on-ii.o. Cil v ,,, a WV.. • REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A M &A� 2008. FEDERAL COPYRIGHT LAW. COPYRIGHT BY T1.2 l 8 9 10 1 -HR. RATED CORRIDOR PARTITION NTS OF 5 ACT ACOUSTICAL CEILING TILE LF LINEAL FOOT ADJ ADJACENT /ADJUSTABLE MAX MAXIMUM AFF ABOVE FINISH FLOOR MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER ALUM ALUMINUM MIN MINIMUM APPROX APPROXIMATELY MISC MISCELLANEOUS @ AT MTD MOUNTED BLDG BUILDING MTL METAL BLKG BLOCKING MW MICROWAVE OVEN B/S BUILDING STANDARD N NORTH, NEW CAB CABINET N/A NOT APPLICABLE CLR CLEAR/CLEARANCE NIC NOT IN CONTRACT CLG CEILING NO NUMBER CL CENTERLINE NOM NOMINAL COL COLUMN NTS NOT TO SCALE COMM COMMUNICATION OC ON CENTER COMP COMPOSITION OPNG OPENING CONST CONSTRUCTION OPP OPPOSITE CONT CONTINUOUS ORIG ORIGINAL CPT CARPET PERM PERMANENT CT CERAMIC OR CONCRETE TILE PL PLATE DIA DIAMETER PLAM PLASTIC LAMINATE DIM DIMENSION PLYWD PLYWOOD DR DOOR PR PAIR DW DISHWASHER PTR PARTITION DWG DRAWING R RADIUS, REMOVE, RELOCATE E EXISTING, EAST RB RUBBER BASE EA EACH REF REFRIGERATOR ELEC ELECTRIC REINF REINFORCING ELEC'L ELECTRICAL REQ'D REQUIRED ELEV ELEVATION (VIEW) REV REVISION /REVERSE EXIST EXISTING RM ROOM EXT EXTERIOR RO ROUGH OPENING FIN FINISH S SOUTH SCHED SCHEDULE FLR FLOOR SC SOLID CORE FLUOR FLUORESCENT FR FIRE RATED SECT SECTION FT FEET SIM SIMILAR FURN FURNISH/FURNISHINGS SPEC SPECIFICATION GA GAUGE SQ SQUARE GALV GALVANIZED STD STANDARD GD GARBAGE DISPOSAL STL STEEL GL GLASS /GLAZING STOR STORAGE GWB GYPSUM WALL BOARD SUSP SUSPENDED HC HOLLOW CORE TEL TELEPHONE HDW HARDWARE TYP TYPICAL HM HOLLOW METAL UNO UNLES NOTED OTHERWISE HT HEIGHT VCT VINYL COMPOSITION TILE HVAC HEATING, VENTILATING, VERT VERTICAL AIR CONDITIONING W WEST IN INCH W/ WITH INCL INCLUDE W/O WITHOUT INSUL INSULATION WC WALLCOVERING INT INTERIOR WD WOOD JT JOINT WSBF WASHINGTON STATE BARRIER FREE LL @TE BY LANDLORD AT TENANTS EXPENSE am y_ c 4- F . 4 .4, . • _ � ■ :�" . - r: , c .r � =: x , " ' _`t; -: RIVERSIDE DR. ..,4+• , 2R ,x „=% �' TRILAND DR S 180 ST RIVERPOINT CORPORATE C E N T E R 18200 CASCADE AVENUE S. TUKWILA WASHINGTON 98188 , BARTHCO 18200 BUILDING SECOND FLOOR LONGEST DIAGONAL IN scan ° 1 ---o EXITING & OCCUPANCY N: • i � - = r / -��- i r � 1 / � %i AI :. .:::... / ; : :......:' :.: .:: .. ...::: :... • SE GALE PARK D DR 4 S. 182 ST. �� +j% +� 4,867S.F@1:1D�48.67: EXIT REQUIRED, z EXITS LONGEST DIAGONAL INS r i r r I 11 �� -, : /. a • RI - DE "" o , r Q � �v _ S. TODD BL 1 - /// ��d /% / / / / / / / / / / / / / / / / / / / / / / / / / 1 DISTANCE BETWEEN � � 80' 1 _ = 4 ;414 RIVERPOINT CORPORATE CENTER 18200 BUILDING DISTANCE BETWEEN EXr E LONGEST DIAGONAL " °-- > ° ;= ; I. q q q q - I �� I I I 1 1 RIVERPOINT C ORPORATE CENTER - ki, � - te r 1 E arsSEPARATION PATH OF EGRESS SF 4 , - = ` : " w [ Epk Y - p a ¢ i . q w co ° � to S. 188 ST. ;' w Cl S. TODD BLVD. - co v w �- ! ` .���I ��� TRAVEL Is LESS THAN 100W. S GLACIER ST. �_ , d d i NORTH NORTH NORTH 1 AREA OF WORK NA 2 SITE PLAN NA ` : 3 VAC I N I TY MAP NA HVAC: 1. ICC /ANSI A117.1 -2003 SECTION 404.2.4 DOOR THRESHOLDS. THRESHOLDS AT DOORWAYS SHALL BE 1/2" MAXIMUM HEIGHT. 2. ICC /ANSI A117.1 -2003 SECTION 404.2.6 DOOR HARDWARE. 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 TEH WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR. 3. 404.2.8 DOOR- OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIERED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. IIm CODE APPROVED CI I SCOPE OF WORK: TENANT IMPROVEMENT ON THE SECOND FLOOR WHICH IS APPROXIMATELY 5,750 U.S.F. THE WORK CONSISTS OF DEMOLITION AND CONSTRUCTION OF PARTITIONS, DOORS AND OTHER FEATURES. THERE IS NO CHANGE IN USE. THERE IS NO STRUCTURAL OR CORE AND SHELL WORK. SITE ADDRESS: 18200 CASCADE AVENUE SOUTH TUKWILA WA 98188 i'12 REG{fi1' D PARCEL NUMBER: 7888900170 4 Y 1. RECONFIGURE AS REQUIRED FOR ALTERATIONS. 2. REBALANCE HVAC SYSTEM. 3. CLEAN ALL EXISTING GRILLES. 4. VERIFY AND RELOCATE THERMOSTAT AS NECESSARY. FIRE LIFE SAFETY: .�'?` LEGAL DESCRIPTION: SOUTHCENTER SOUTH INDUSTRIAL PARK POR LOTS 15 &17 -BEG SW COR LOT 17 TH S a F� COMPLIANCE MAR - 4 00B _ Of Tl,IC�Nila IN DIVISION TYPE OF CONSTRUCTION: 78 -36-10 E 80 FT TH ALG CURVE TO RGT CENTER BEARING N 11 -23050 E RAD 50' ARC re ' ' III DISTANCE 78.54 FT THRU C/AOF 90-00-00 TH N 11 -23 -50 E ALG A LN 30 FT E OF & PLW ATE OF* I ,: ON W LN LOT 17 DISTANCE OF 357 FT TO TPOB TH CONTG N 11 -23-50 E ALG SD LN 291.25 FT TH ALG CURVE TO LFT RAD 110 FT THRU C/A OF 62 -57 -52 ARC DIST 120.83 FT TH N 11 -23-50 E ALG A LN 30 FT W OF & PLT W LN LOT 17 147.375 FT TO THE TOP OF RGT BANK OF GREEN RIVER TH ALG SD TOP OF RGT BANK OF GREEN RIVER THE FOLG COURSES & DISTANCES - S 44 -29-00 E 96.32 FT - S 59 -43 -00 E 98 FT S 72 -17 -00 E 101 FT S 82 -08 -00 E 100 FT N 78 -54 -00 E 99 FT N 68 -34 -00 E 99 FT N 73 -00 -33 E 97.69 FT M/L TO W MGN OF SECONDARY ST HWY 2M TH LEAVING SD TOP OF RGT BANK OF GREEN RIVER ALG SD W MGN ON A CURVE TO RGT THE CENTER BEARING N 47 -33 -20 W RAD OF 543.14 FT ARC DIST 87.08 FT THRU C/A OF 09 -11 -11 TH S 51 -37 -10 W 131.40 FT TH ALG CURVE TO LFT ON SD W MGN RAD OF 603.14 FT ARC DISTANCE OF 423.53 FT THRU C/A OF 40 -14 -00 TH S 11 -23-50 W 23.32 FT TH N 78 -36 -10 W 295 FT TO TPOB - AKA Marvin Ste • r _ ► soc iat es LLC PHASE II OF CORPORATE PROPERTY INVESTORS BINDING SITE IMPROVEMENT PLAT 7 RECORDING NO 810421010455 & CITY OF TUKWILA BDRY LN planning design V B SPRINKLER 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 1. ALL FIRE EXTINGUISHERS, HORN STROBES, EXIT SIGNS AND SPRINKLER HEADS, ETC. TO BE PER CODE. R� IO No changes shall be made to the scope of work without prior approval of Tukwila Building Divisio}, MOTE: Revisions will require a new plan subnvital and may include additional plan review fees. OCCUPANCY TYPE: B - OFFICE NUMBER OF STORIES: 2 BUILDING CODE: INTERNATIONAL BUILDING CODE - 2006 EDITION. DRAWN BY: KF,NG JOB NO.: 07006.004 4 ABBREVIATIONS N 5 I HVAC AND FIRE LIFE SAFETY NOTES NA 6 ACCESSIBILITY ICC /ANSI A117.1 -2003 NOTES NA FIRE CODE: INTERNATIONAL FIRE CODE'- 2006 EDITION. DOOR NUMBER NOTES: 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. A.F.F. INDICATES 'ABOVE FINISH FLOOR °. 7. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS, UNLESS OTHERWISE NOTIFIED. 8. WALLS AND CEILINGS TO BE INDEPENDENTLY SUPPORTED, FOR SEISMIC CONDITIONS, IN BUILDING JURISDICTIONS WHERE APPLICABLE. 9. PROVIDE BLOCKING AT WALL MOUNTED ITEMS. 10. CONTRACTOR SHALL ALIGN ON FURR ALL INTERIOR PARTITIONS SO THAT FINISHES REMAIN FLUSH IN ROOMS AND CORRIDORS REGARDLESS OF DIFFERENCES IN PARITITON WIDTHS. 11. PROVIDE LEVELING THROUGHOUT THE SPACE FOR PROPER INSTALLATION OF EQUIPMENT, PARTITIONS, DOORS, GLUE DOWN CARPET, ETC. TOLERANCE OF 1/4" IN 10 0 DIFFERENCE IS ACCEPTABLE. CHECKED BY: GC DATE: 02/22/08 I TYPE OF DOOR ENERGY CODE: WASHINGTON STATE ENERGY CODE - 2006 EDITION. 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 CONDUIT, PIPES, ETC. AT 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. CONTRACTOR SHALL PROVIDE EMERGENCY PATHWAY LIGHTING PER CODE. 3. CONTRACTOR SHALL VERIFY LATERAL BRACING AT EXISTING CEILING GRID & UPGRADE TO CURRENT CODES AS NECESSARY. 4. CONTRACTOR TO UPGRADE AUDIBLE AND VISUAL ALARMS TO CURRENT CODES AS NECESSARY. 5. THERE SHAL BE 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF VA.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. 6. 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. 7. DAYLIGHT ZONE CONTROL: ALL DAY LIGHTED 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. 8. 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. 9. COMMISSIONI 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 CONTROLERS ARE NOT BUILDING STANDARD, USE OCCUPANCY SENSORS AS REQUIRED. BARRIER FREE CODE: AMERICAN NATIONAL STANDARD- ACCESSIBLE AND USABLE BUILDINGS AND SCALE: AS NOTED A NEW B/S 3' -0" WIDE x 8' -3" HIGH SOLID CORE WOOD DOOR AND FRAME ASSEMBLY. FACILITIES - 2003 EDITION. REVISIONS /ISSUANCE: ��� EVERY B. NEW B/S 20 MIN. RATED DOOR AND FRAME ASSEMBLY- TO MATCH EXISTING AT TENANT: BARTHCO BUILDING CORRIDOR C. NEW PAIR OF B/S 20 MIN. RATED 3' -0 "WIDE x8' -3 "HIGH DOORS AND 20 MIN. RATED FRAME ASSEMBLY TO MATCH EXITING AT BUILDING CORRIDOR HARDWARE 18900 8TH AVENUE S. SIUTE 400 NO. REVISIONS INDICATED THUS n DATE 6" UNLESS SEATAC, WA 98148 CONTACT: TATYANA ANTONETTY OTHERWISE NOTED a. B/S LATCH SET. b. B/S LOCK SET. c. B/S LOCK SET & CLOSER. BUILDING REPRESENTATIVE: O'KEEFE DEVELOPEMENT COMPANY 1100 OLIVE WAY SIUTE 40 SEATTLE, WA 98101 206- 236- 6200(P), 206- 236- 6160(F) EMAIL - harpur @okeefedevelopment.com I C. B/S DOUBLE DOOR HARDWARE WITH LOCK SET & CLOSER. CO CONTACT: HARPUR DAVIDSON FILE COPY SPACE PLANNER MARVIN STEIN AND ASSOCIATES, LLC Peen �a 2221 5TH AVENUE SEATTLE, WA 98121 206-441 -1449 (P), 206 - 441 -4361 (F) Plan review approval Is to 6rmrs and ( on EMAIL- EXISTING DOOR TO REMAIN mmi s.navarro @marvinstein.com A pproval does CONTACT: STEVE NAVARRO the NOTES: V101atlOn ofi 8r ode Or �.. TO BE DETERMINED (TBD) Of approved Field • r ; %reV... ; is iPt GENERAL CONTRACTOR: if • __ ;i+e �x A. 1. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO MATCH B /S. 2. RE -USE EXISTING DOORS SCHEDULED FOR REMOVAL WHEREVER POSSIBLE. DOORS TO BE RE -USED ARE TO BE TOUCHED UP TO BRING INTO "LIKE NEW CONDITION. W" MECHANICAL CONTRACTOR: TBD B biz,. /' Grit . ,/,4i j Fes.. ELECTRICAL CONTRACTOR TBD Date: 7 DOOR LEGEND NA 8 CEILING NOTES NA 9 GENERAL NOTES NA 10 ._ _ , .J. t r�.p� ® ��� i S 1 ON PROJECT INFORMATION NA EXISTING, U.N.O., B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET (T=TIMER). EXISTING, U.N.O., B/S WALL MOUNTED DEDICATED 120V 20A DUPLEX ELECTRICAL OUTLET. ) m f EXISTING, U.N.O., B/S WALL MOUNTED COMBINATION VOICE/DATA OUTLET (UP TO 6 LINES). (X) V I DATA ELECTRICAL WHIP (X= NUMBER OF WORKSTATIONS () EXISTING, U.N.O., B/S Q cEl & (x (X) SERVICED BY WHIP CONNECTION). VERIFY EXACT LOCATION AND REQUIREMENTS WITH THE TENANT. 'N' NEW NOTES: TENANT: TI-1 COVER SHEET TI -2 DETAILS ECEWE TI-3 FEB 2 2 z�08 BARTHCO DEMOLITION / CONSTRUCTION PLAN T C (SUITE 202 ) PERMI J TI-4 REFLECTED CEILING PLAN P E RM IT TI -5 ELECTRICAL / COMMUNICATIONS PLAN REQUIRED FOR: :: = =ti : . BUILDING CORE I ACOUSTICAL CEILING TILE AND GRID. EXISTING GRID IS TO REMAIN. EXISTING TILE IS TO BE REMOVED AND REPLACED WITH NEW ONES. VERIFY SPECS. WITH BUILDING OWNER. EXISTING PARTITION TO REMAIN. EXISTING CONSTRUCTION TO BE DEMOLISHED. Y NEW B/S TENANT INTERIOR PARTITION: 2 1/2" METAL STUDS WITH 5/8" GWB EACH SIDE FROM FLOOR TO �`= = `- }. =' Y` ; • k 3 : ,•; NEW B/S GWB HARD LID AT NEW MULTI - TENANT CORRIDOR. SEE DETAIL 7/11 -2. UNDERSIDE OF HUNG CEILING . SEE DETAIL 3ITI 2. --- NEW B/S TENANT DEMISING PARTITION: 21/2" METAL STUDS W/ 5/8" GWB EACH SIDE FROM FLOOR TO NEW B/S 2'x4' FLUORESCENT LIGHT FIXTURE TO BE PLACED IN SAME LOCATION AS EXISTING 2'x4' FIXTURE. 1_,....-- NEW B/S 2'x4' FLUORESCENT LIGHT FIXTURE. UNDERSIDE OF HUNG CEILING. PROVIDE ACOUSTIC BATT INSULATION IN WALL CAVITIES CONT., & 4' -0" WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. SEE DETAIL 4/TI -2. NEW B/S TENANT DEMISING PARTITION: 2 1/2" METAL STUDS W/ 5/8" GWB EACH SIDE FROM FLOOR TO PARq - -- A NEW 2'x4' FLUORESCENT LIGHT FIXTURE TO BE UPGRADED FOR EMERGENCY LIGHTING. EMERGENCY LIGHTING IS CONCEPTUAL ONLY. ELECTRICAL CONTRACTOR TO PROVIDE DESIGN. UNDERSIDE OF HUNG CEILING. PROVIDE ACOUSTIC BATT INSULATION IN WALL CAVITIES CONT., & 4' -0° WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. SEE DETAIL 4/11 -2. °== NEW B/S 1 RATED CORRIDOR PARTITION. SEE DETAIL 10/TI -2. 0 NEW B/S DOWNLIGHT. e NEW B/S WALLWASH. i6 NEW B/S WALL LIGHT SWITCH. ®N B/S EXIT SIGN (DIRECTIONAL WHERE SHOWN) gwohanicsi SHEET TITLE: j ,15 Electrical Plumbing CJ� Gas Pi p i ng City of TLrklry ;j_ COVE RS H E ET 131JILDINIr% _ e �S bo841.. 10 2 -HOUR NEW B/S FULL HEIGHT RELITE: FULL HT. IN B/S WOOD FRAME WITH SAFETY TEMPERED GLASS. BUTT = r= JOINT WITH CLEAR SILICONE, AS NEEDED. CWL COLD WATER LINE 1. ALL OUTLETS TO BE MOUNTED 15" A.F.F. - TO BOTTOM OF OUTLET PER W.S.B.F. REQUIREMENTS U.N.O. 3. ALL COMMUNICATION (VOICE / DATA) LINES TO BE ROUGH -IN ONLY (MUD RING W/ PULL WIRE). 4. FINAL LOCATIONS OF ELECTRICAL AND VOICE/DATA ARE TO BE INSTALLED AS REQUIRED BY LOCAL CODE. THE QUANTITY OF VOICE/DATA AND RECEPTACLES SHOULD BE ADHERED TO AS SHOWN ON THE PLAN. PHYSICAL LOCATION MAY VARY ;24" UPON CURRENT AND /OR AS -BUILT CONDITIONS. NOTE: W W W ALIGN W 1. PATCH WALLS AS NECESSARY TO PROVIDE LIKE -NEW CONDITION FOR PAINT. REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A T I 11 ELECTRICAL/COMMUNICATIONS LEGEND NA 12 CEILING LEGEND NA 13 LCONSTRUCTION LEGEND NA 14 SHEET INDEX NA MS&A 2008. FEDERAL COPYRIGHT LAW. COPYRIGHT BY OF 5 METAL STUDS STAGGERED 8' BRACING PROVIDE 4'-0" WIDE ACOUSTIC BATT INSULATION CENTERED \ OVER PART fTION ABOVE HUNG `� `� 41_01 RIVERPOINT CORPORATE CENTER 182D0 CASCADE AVENUE S. TU K JUI LA WASHINGTON 98188 @ -0" O.C. FOR ALL ED STRAIGHT RUNS OF WALL L OVER OVER 12' -0 ". ATTACH TO STRUCTURE ABOVE W/ HILTI ' POWER DRIVEN FASTENER 3/4° MIN. #10 SCREWS CONTINUOUS CEILING GRID DO NOT SEISMIC PER 1(fl 2. �. :. •� �/ 1/4 NON WD FILLER U NDER ` ' SEISMIC BRACING PER 1/TI , • - COMB. �� , ' � % MAIN RUNNERS • ' � �`' ' %� _ (2) CUT. . i 111 • VERTICAL WIRE HANGER-NO. 12 GAUGE @ 4' 0° 0.C. OR NO. 10 GAUGE 5' -0° O.C. ALONG EACH @ MAIN RUNNER. I / HEAVY GAUGE WIRE " PIN " CEILING SO UND PARTITIONS. �. , ` , f / ' '.4 -s' 1 /4" NON -COMB. WD FILLER UNDER MAIN i RUNNERS AM. � k • > CONTINUOUS CEILING GRID - DO NOT CUT. VE SISISSSSISSL. At�t ,. litnn�[ittiSS + g '-0 " A.F.F. I I' r, -. --= i I • SUSPENDED CEIL + 9' 0" A F.F. 1111 lZFr ��lC [! lIl� r ' CO NOT CUT CEILING GRID - • 1l�ll j , 1 LINE OF CEILING GRID BEYOND, SEE REFLECTED CEILING PLAN '' CONT. L METAL TRIM W/ PAPER WING REVEAL (PAINT BLACK) O MATCH �_ ` + 9'-0" AF.F. Z�tt t•� SAC TLIISA� - 1 � ,� ; A i " w % „�►� ,% VERTICAL STRUT @ 12 -0" EACH DIRECTION FASTENED TO MAIN RUNNER AND GUT TIGHT TO STRUCTURE ABOVE, HELD IN PLACE BY VERTICAL WIRE HANGER AND HEAVY GAUGE WIRE PIN. — REVEAL (PAINT BLACK) OR MATCH EXISTING CONDITION. �1- reVAM1 ! / 1 L INE OF CEILING GRID BEYOND, SEE REFLECTEp CEILING PLAN CONT.'L' METAL TRIM W/ PAPER WING EXISTING CONDITION. 1/8" BLACK FOAM TAPE HOLD BACK CONT. 21/2" 25 GA TRACK W/ #10 SCREWS 1/8 "BLACK FOAM TAPE HOLD BACK 1/4" / 114" FROM EDGE OF TRACK x (2) @ 24" O.C. FROM EDGE OF TRACK ACOUSTIC BATT INSULATION : • = CONT. 21/2" x 25 GA. TRACK W/ (2) #10 SCREWS @ 24" Q.C. 5/8° ■ I `. ° 45 ° I i 1 11 I 'N I a 45° MAIN RUNNER AT 4' -0" O.C. DIAGONAL WIRES - NO. 12 GAUGE IN 4 DIFFERENT DIRECTIONS AT EACH SEIMIC BRACE. EACH BRACE AT 144 SQ.FT. MIN. ` VERTICAL STRUT FASTENED TO MAIN RUNNER ° 5/8" NON -COMB. PLYWOOD BLOCKING @ WALL HUNG ITEMS HERE APPLICABLE - REFER TO MI ALTERNATE #1 FOR BLOCKING: G - - i NON -COMB. PLYWOOD BLOCKING @ WALL HUNG CE II PLANS) ALTERNATE #1 FOR BLOCKING: 20" WIDE GALV. SHEET METAL @ +40 FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) HEAD SECTION I I I 20' WIDE GALV. SHEET METAL @ +40" FROM FLOOR IDE G TO BOTTOM (IN LIEU OF WOOD BLOCKING) HEAD SECTION LATERAL BRACING TENANT WALLS (NO CASEWORK) INSTALLATION . CROSS RUNNER II tin 518" GWB, TYPE 'X' EACH ! 5/8 GWB, TYPE X EACH SIDE, TYP. BASE, AS SCHEDULED. — CONT. 25 GA. GALV. STEEL RUNNER CHANNEL - ANCHOR TO FLOOR AS REQ'D. HILTI POWER DRIVEN DIRECT FASTENING XZF2OTHP/35 GOMBO FASTENER WITH 3/4" MIN. EMBEDMENT @ 24° O.C. OR SIMILAR. BASE SECTION -� LEVEE® � ���� �O�P �� AP R ®� I� 11l1'IIII.P1.t�111 ';' r ~a • � a '` ~ F I ' : SIDE, TYP. BASE, AS SCHEDULED. — CONT. 25 GA GALV. STEEL RUNNER CHANNEL - ANCHOR TO FLOOR AS RD. HILTI POWER DRIVEN REQ'D. FASTENING XZF2OTHP/35 COMBO FASTENER WITH 3/4" MIN. EMBEDMENT @ 24" O.C. OR SIMILAR. BASE SECTION 8' MAX 8' MAX 8' MAX 8' MAX S' MAX 8' MAX ( --•-2' MA 8512 FIE .!$TEREIa HITF T e i LO J ea -r • rr r L STA :VFW• ` IN LOW I _ ,r .I' INSTALL PER INTERNATIONAL BUILDING CODE SECTION 803.9.1.1. "SUSPENDED ACOUSTICAL CEILINGS ". SUSPENDED CEILING SUPPORT DATA � ;r ! \ LATERAL BRACING PER DETAIL ABOVE (TYP.) NOTES: I MAR � O � $ LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MIN. 12 U.S. GAUGE SPLAYED IN FOUR DIRECTIONS, 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE HALL BE PLACED 12-0" 0.C. IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' -0 FROM EACH WALL SUPPORTS VERTICAL SUPPORTS SHALL BE N0.8 U.S. GAUGE WIRE TO SUPPORT A MAX.16 SQ. FT. OF CEILING AND SADDLE - TIED AROUND MAIN RUNNERS, PER 2003 IBC SECTION 803.9.1.1. CROSS RUNNERS ATTACHED TO MAIN RUNNERS BY SADDLE -TYING WITH ONE STRAND NO. 16 U.S. GAUGE TIE WIRE, OR APPROVED EQUIVALENT, PER 2003 IBC SECTION 803.9.1.1. DISCONTINUOUS ENDS OF CROSS- RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE CEILING IS INTERRUPTED BY A WALL. + In Ste . � . SOC 1a 1('S� Tic planning design 2221 Fifth Avenue, Seattle, Washington 98 121 (206) 441 -1449 P ' "-� Tip ��� I =.._ I ' ® I B PROVIDE ACOUSTIC BATT INSULATION ' 21/2 x 25 GA. GALV. STEEL STUD @ 24" 0.C. WITH 5/8" TYPE 'X' GWB EACH SIDE. ~ � 2112 x 25 GA. GALV. STEEL STUD @ 24` 0.0. WITH 518' TYPE 'X' GWB EACH SIDE, PLAN VIEW 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP, PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. ='' - PLAN VIEW ' ' ~� BETWEEN STUDS AT SOUND PARTITIONS. 1 PARTITION HEAD BRACING DETAIL NTS 2 SUSPENDED CEILING SUPPORT DATA NTS 3 STANDARD TENANT PARTITION NTS 4 STANDARD TENANT DEMISING & SOUND PTNS. NTS DRAWN BY KF,NG JOB NO 07006.004 3/4" x 4" H \ . _ SEISMI BRACING PER CHECKED BY: GG DATE: 02/22/08 3 EQ P -LAM SPLASH SCALE: AS NOTED B/S S.S. FAUCET & SINK PER ANSI 117.1 CODE C CODE COMPLIANCE / \ / \ / f \ B/S 12" DEEP PLAM PL -X UPPER CABINETS W r r ORS, B/S PULLS, WHITE MELAMINE INTERIOR & 2 ADJ. SHELVES. REVISIONS ISSUANCE: , 1 \ \ \ / / TUNNEL TOP / NO. REVISIONS INDICATED THUS A DATE P-LAM P -LAM OVER 3/4" MDF DAS REQI CLEARANCES EXISTING COLUMN STRUCTURE 2 112 20 GA. \ / METAL STUDS @ 24" O.C. W/ TYPE "X GWB ON BOTTOM &V THICK 1 -HR SHAFT LINER I� \ J � 1 r��. i ; a al ON TOP. ALL LIGHT FIXTURES TO BE TENTED W/ 1 "THICK 1 -HR SHAFT LINER. FIRE CAULKING AT PENETRATIONS. CONT. 25 GA. GALV. STEEL TRACK ,Fr3 6 _ � 4" PULLS m • ICI I min r�r® TI -2 _ B/S ACCESSIBLE FAUCET, STAINLESS STEEL SINK & CABINET. I ' �" ~ CONNECTION TUNNEL TOP STRUCTURE. 1 /4 " MELAMINE „6Z 1 „37£ PLAM CABINET lD1DJ.? ! i - :.. , I = iiiim , 9' -0" AF.F. el I „bfi \ CONTINUE BELOW SINK S _ 4 + o / © B/S 24° DEEP PLAM PL -X BASE CABINETS W/ S, DRAWERS, B/S PULLS, WHITE MELAMINE INTERIOR (1) ADJ. SHELF, PLAM COUNTERTOP & ACKSPLASH. \/ t ; i EXISTING CEILING. NEW GWB CEILING AT AFF. / hl 1 \ 'Z -• tB 9' -0" DOWN LIGHT FIXTURE. SEE LEGEND 14/TI - � I I ~ ' r 1 •1 ._I IIII '. � �� -1 ACOUSTIC BATT INSULATION. HEAD SECTION N. , 17 ° �� I OPEN � � 36" CLEAR FOR REF. i I 36° 24" 2 EQ ALTER DEPTHS OF DRAWER AND SHELF TO FIT. 5 BREAK ROOM #205 3I8 " =1' -o" 6 BARRIER -FREE SINK (SECTION) NTS OI.H02...., TENANT: (SUITE 2 02 e, I 1I 5 MP /8GWB, TYPEX' EACH TYR SIDE, BASE, AS SCHEDULED. [jl . _ , _ • . I = ma ' `� �' ' I - CONT. 25 GA GALV. STEEL RUNNER CHANNEL - ANCHOR TO FLOOR AS REQ'D. HILTI POWER DRIVEN DIRECT FASTENING X ZF2OTHP /35 COMBO FASTENER WITH 3/4 MIN. EMBEDMENT @ 24" O.C. OR SIMILAR BASE SECTION I I SHEET TITLE: DETAILS PROVIDE ACOUSTIC BATT INSULATION .1..,La 2 1/2 x 25 GA. GALV. STEEL STUD @ 24" r O.C. WITH 518" TYPE' C GWB EACH SIDE. PLAN VIEW BETWEEN STUDS AT SOUND PARTITIONS. CE VED . FEB 2 2 2008 PERMIT CENTER REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A s VIOLATION 200' g F FEDERAL COPYRIGHT LAW. COPYRIGHT BY T1.2 8 9 10 I 1-HR. RATED CORRIDOR PARTITION NTS OF 5 BREAK ROOM 1 205 PTN/ MUL. OFFICE 12061 I 207 I CONFERENCE 1 208 I PTN/ MUL. CONSTRUCTION NOTES: 1. PROVIDE FIRE EXTINGUISHER BY CODE - VERIFY LOCATION WITH INSPECTOR 2. ALL WALL INFILLS TO ALIGN WITH ADJACENT SURFACES ON EACH SIDE. 3. CONTRACTOR TO PROVIDE AND INSTALL BLOCKING FOR ALL DOORS, ACCESSORIES AND CABINETRY, IF REQUIRED. 4. REPAIR ANY DAMAGED WALLS AND MATCH TEXTURE OF SURROUNDING SURFACES. CONSTRUCTION/DEMLOITION KEYNOTES: O CONTRACTOR TO DEMOLISH EXISTING CORRIDOR WALL AND DOOR. O CONTRACTOR TO PROVIDE AND INSTALL B/S FULL HEIGHT TENANT ENTRY RELITES WITH FIRE RATED SAFETY GLASS PER 2006 IFC AND 20 MINUTE RATED FRAME ASSEMBLY. HEAD TO ALIGN WITH ADJACENT DOOR FRAME. 1 209 I 0 5' 10' 20' 30' PTN/ PuN/ PTN/ MUL. M L. MUL. OFFICE OFFICE OFFICE 1 212 I210 SECOND FLOOR DEMOLITION & CONSTRUCTION PLAN NORTH 118 " =1' -0" I 211 17 PTN/ MUL. OFFICE OFFICE 11'-4" I 213 I LO (oz I 214 I PTN/ MUL. REVIEWED MU CODE CE APPROVED MAR - n 2000 Cih/ of TukW BUILDIN DIVISION RECEIVED FEB 2 2 2008 PERMIT CENTER RIVERPOINT CORPORATE CENTER 18200 CASCADE AVENUE S. TUKWILA, WASHINGTON 98188 Marvin Ste planning sociates, LLC design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: KF,NG JOB NO.: 07006.004 CHECKED BY: GG DATE: 02/22/08 SCALE: AS NOTED REVISIONS /ISSUANCE: NO. REVISIONS INDICATED THUS n DATE TENANT: BARTHCO (SUITE 202) SHEET TITLE: DEMOLITION/ CONSTRUCTION PLAN REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2008. TI -3 OF 5 CD 10 1111 I. g ' i II le ILIIILIM11111111111111 IIUIIIIIIIIIIIIi!! minnommorMI b !IIhI i 17/11 i i/ i i i r i i. /'4 4 i 1 i i i 1 i i i i i i i i n 4 i i i i i i i i 1 i7/ i i i 4i i i i/ i7/ / i i i 441 i i. r s i i i s i. m Em to UN '01 • Nj 1111 Mill IN 1 1110111 ilLuesrmenLillffiliall=111:211511 11 1 11 41 :7•17/411 4111 417/4 /.:rii/41192 ► inriaAW/ AIMIZIMIViirrgeirr iiiiiia�iarii 6077 /ii7.4WW.11iiiiWZAMIW MWANIrii∎iiiiiiiAiAINVI, I AINVi i�ii» fiAIIMV21ii1∎ iiiii7.6107ri� iiiiiiirriii2WiiVIZAIWiIIIVA N Flo o . of ‘11A,+6 Spa i6 r41Y "` w ° �, * are airptiVali lro do km 14441/w a gtot4444c. ?%+ t10105 e4A/40 a� • �s IA) 0414 hied 2. 604 aMd c�, e��o„ori U �►j• Vohs wow/ nod 3k;14 w, dreciim cof cx'km, (L_ 1/8 " =1-On SECOND FLOOR REFLECTED CEILING PLAN D 5' CEILING GENERAL NOTES: 1. ALL EXISTING GRID AT TENANT SUITE IS TO REMAIN, EXISTING TILE AND FIXTURES ARE TO BE REPLACED. 2. EXISTING GRID, TILE AND FIXTURES AT CORRIDOR #200 ARE TO BE REMOVED. 3. CONTRACTOR TO RECIRCUIT LIGHTING AS NEEDED FOR NEW LIGHTING LAYOUT. 10' 20' 30' I NORTH n I 01 CORRIDOR LIGHTING CALCULATION: NEW FIXTURES AT CORRIDOR #200 ARE TO BE B/S DOWNLIGHTS & WALLWASHER @ 26 WATTS EACH. CORRIDOR IS 883 SQUARE FEET. 883 x .8 WATTS PER SF ALLOWED= 706 WATTS ALLOWED. 26 FIXTURES AT 26 WATTS EACH = 676 WATTS. THE WATTAGE FOR THE NEW CORRIDOR IS BELOW THE MAXIMUM WATTAGE ALLOWED. TENANT SUITE LIGHTING CALCULATION: NEW FIXTURES THROUGHOUT THE TENANT SUITE ARE TO BE B/S 2'X4' FLUORESCENT FIXTURES @ 64 WATTS EACH. THE TENANT SUITE IS 4,867 SQUARE FEET. 4,867 x 1 WATT PER SF ALLOWED= 4,867 WATTS ALLOWED. 74 FIXTURES AT 64 WATTS EACH = 4,736 WATTS. THE WATTAGE FOR THE TENANT SUITE IS BELOW THE MAXIMUM WATTAGE ALLOWED. I 214 I CSI O G CODE APPRONfiku BAR - Of 1 RECEIVED FEB 22 2008 PERMIT CENTEf Marvin Ste planning 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: KF,NG sociates, LLC design JOB NO.: 07006.004 CHECKED BY: GG DATE: 02/22/08 SCALE: AS NOTED REVISIONS /ISSUANCE: NO. REVISIONS INDICATED THUS n RIVERPOINT CORPORATE CENTER 18200 CASCADE AVENUE S. TUKWILA, WASHINGTON 98188 REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2008. DATE TENANT: BARTHCO (SUITE 202) SHEET TITLE: REFLECTED CEILING PLAN TI -4 OF 5 111 : r � • _- .. tie. _ ._.,._,e ere _.,._..._ee._ee._.u_ _ rar, _ 'A , / AY ..._ ... _..._..._�_.�_, • lb lb I � r it r Il i !". I I I '„C zz, viz • ZaNFIiZii7.6•19/2rVIAM i NVYZAM irriiiINVIiAriZiiiiwViiZiiiiirINDiar (6)N ( 40.0.1.1211141 .egtf "lull I ►flhI■ (6)N (3)N (6)N (3)N (3)11 (4)N (4)N 1/8"=V-On 0 5' 10' SECOND FLOOR ELECTRICAL/COMMUNICATIONS PLAN 20' 30' I NORTH CODE COMPU APPRO MAR - n, 2W: City Of 3r ; � : „ 4FCE VED FEB 2 2 2008 PERMIT CENTER NO. 18200 CASCADE AVENUE S. TUKWILA, WASHINGTON 98188 Marvin Ste : LLC Tannin design planning n g 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: KF,NG JOB NO.: 07006.004 CHECKED BY: GG DATE: 02/22/08 REVISIONS /ISSUANCE: REVISIONS INDICATED THUS A TENANT: SHEET 11TLE: RIVERPOINT CORPORATE CENTER BARTHCO (SUITE 202) REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2008. ELECTRICAL/ COMMUNICATIONS PLAN REGISTERED DATE SCALE: AS NOTED TI -5 OF 5