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HomeMy WebLinkAboutPermit D08-500 - THALES AVIONICS - SECOND FLOOR EXPANSIONTHALES AVIONICS 2811 s 102 ST D08 -500 Parcel No.: 0423049190 Address: 2811 S 102 ST TUKW Suite No: Tenant: Name: THALES AVIONICS Address: 2811 S 102 ST , TUKVVILA WA Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTER1TL BLVD , FOURTH FLOOR 98168 Phone: Contact Person: Name: PAUL ENGERT Address: 130 LAKESIDE AVE , SEATTLE WA 98122 Phone: 206 - 325 -2553 Contractor: Name: FOUSHEE & ASSOCIATES CO INC Address: BOX 3767 , BELLEVUE, WA 98009 Phone: 425 746 -1000 Contractor License No: FOUSHAC 1580D 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.tulcwila.wa.us DESCRIPTION OF WORK: EXPAND CURRECT 2ND FLOOR OFFICE SPACE BY 2778 SO FT doc: IBC -10/06 CitAbf Tukwila • DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 -500 Issue Date: 01/15/2009 Permit Expires On: 05/31/2009 Expiration Date: 08/12/2009 Value of Construction: $95,000.00 Fees Collected: $2,037.30 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 1 D08 -500 Printed: 01 -15 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: The granting of this pe construction or th p Signature: Print Name: doc: IBC -10/06 City Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us s not pre ce of or -,9 /0c 7 vJ Permit Number: D08 - 500 Issue Date: 01/15/2009 Permit Expires On: 05/31/2009 Date: 1 45 `0 9 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. to • ve authority to violate or cancel the provisions of any other state or local laws regulating uthorized o sign and obtain this development permit. � Date: O/'/ S o / 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 -500 Printed: 01 -15 -2009 Parcel No.: 0423049190 Address: 2811 S 102 ST TUKW Suite No: Tenant: THALES AVIONICS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 500 Status: ISSUED Applied Date: 11/24/2008 Issue Date: 01/15/2009 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: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 8: 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. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 doc: Cond -10/06 D08 -500 Printed: 01 -15 -2009 • 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 Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: 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: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 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 -500 Printed: 01 -15 -2009 • • 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: 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) 29: 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. 30: 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) 31: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 32: 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) 33: 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) 34: All new sprinkler 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 35: 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. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: 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) 38: 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) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 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) doc: Cond -10/06 D08 -500 Printed: 01 -15 -2009 • 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 42: 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. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * * continued on next page ** D08 -500 Printed: 01 -15 -2009 I/ • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance o Signature: -It. Date: / Print Name: 14 1_7 /i doc: Cond -10/06 D08 -500 ordinances governing or local laws regulating Printed: 01 -15 -2009 CITY OF TUKWIL• Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us SITE LOCATION Site Address: 'Z8L I 4. 102 147 Tenant Name: 114A4..2, AvIDiIG5 t IKE.. Property Owners Name: Mailing Address: �A13E' c .po 4 q4 CONTACT PERSON - who do we contact when your permit is ready to be issued Name: TML 8J - Mailing Address: 130 LAregGl .Ak1 E -Mail Address: PJ T G LNIUS111. GO A GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) r'Olr- tee 4 S+S 1bl'9 3260 11 b Company Name: Mailing Address: Contact Person: I WO E -Mail Address: RAOop'e e Ft1+. can Contractor Registration Number: Far-JUG 1;600 ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: 1-AWE NI vamp. i hits Mailing Address: I 1-A B1 C /® a5fiTt(e City Day Telephone: 2t0 fig• 25S3 Fax Number: Contact Person: ' PPM— L EM( Pf E -Mail Address: Company Name: L 10 L L MAU . ccM QMpphcationsWonns- Apphcanons On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Perm9No. 1)0 e ^SOO Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. 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.: 04" 249 VIO Suite Number: 'ZOL Floor: 2. New Tenant: ❑ Yes �No City (For office use only) ' E t WAe State Zip Day Telephone: 2 o 32:4-2.5S5 zik-TtUa WA 7-1. City State Zip Fax Number: 2a) 32,13' ( 4 p �. WA I 5 City State Zip Day Telephone: 4 7/10 I °°0 Fax Number: Expiration Date: op) i 12 . 08 w�- 6 16122. State Zip 2eXo 328• o q- ENGINEER OF RECORD - AU plans must be wet stamped by Engineer of Record Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFO ION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ ✓, 000 ^ Existing Building Valuation: $ S C4 MO Scope of Work (please provide detailed information): la/ p001) 6-1/ T 2' f12 q2 OrrM spheE 1:3•( 2,770 X61. f'j'. Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Q:\Applications\Forms- Applications On Lme'3 -2006 - Permit Application.doc Revised: 9 -2006 bh FIRE PROTECTION/HAZARDOUS MATERIALS: Er Sprinklers Automatic Fire Alarm E No If yes, a separate permit and plan submittal will be required. Compact: 2101 Handicap: IM No If `yes ", explain: ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 - 1 /2 "x 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor aQ o04 — — v3 I Ft i S4 — 2� Floor U6r 0 (0 ;719 — V 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO ION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ ✓, 000 ^ Existing Building Valuation: $ S C4 MO Scope of Work (please provide detailed information): la/ p001) 6-1/ T 2' f12 q2 OrrM spheE 1:3•( 2,770 X61. f'j'. Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Q:\Applications\Forms- Applications On Lme'3 -2006 - Permit Application.doc Revised: 9 -2006 bh FIRE PROTECTION/HAZARDOUS MATERIALS: Er Sprinklers Automatic Fire Alarm E No If yes, a separate permit and plan submittal will be required. Compact: 2101 Handicap: IM No If `yes ", explain: ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 - 1 /2 "x 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. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN ' u UT Signature: Mil.- Print Name: 1 �tV l.• E10 Mailing Address: 150 1_IM t0E. AVG Date Application Accepted: Q:Wpplications\Forms- Applications On lane \3-2006 - Permit Application.doc Revised: 9 -2006 bh • • City Date Application Expires: Date: 11 08 Day Telephone: 2667 2 - 25 State Zip Staff Initials: Page 6 of 6 Parcel No.: 0423049190 Address: 2811 S 102 ST TUKW Suite No: Applicant: THALES AVIONICS Receipt No.: R09 -00075 Payee: FOUSHEE ACCOUNT ITEM LIST: Description doc: Receiot -06 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 Initials: WER Payment Date: 01/15/2009 11:24 AM User ID: 1655 Balance: $0.00 Payment Check 236714 1,236.50 RECEIPT Account Code Current Pmts 000/322.100 000/386.904 Permit Number: D08 - 500 Status: APPROVED Applied Date: 11/24/2008 Issue Date: 1,232.00 4.50 Total: $1,236.50 Payment Amount: $1,236.50 1523 01/15 9707 TOTAL 1236.50 Printed: 01 -15 -2009 Parcel No.: 0423049190 Address: 2811 S 102 ST TUICW Suite No: Applicant: THALES AVIONICS Receipt No.: R08 -03814 Initials: WER User ID: 1655 Payee: LANCE MUELLER & ASSOCIATES ACCOUNT ITEM LIST: Description doc: Receipt -06 PLAN CHECK - NONRES 0 • L 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 28446 800.80 RECEIPT Account Code Current Pmts 000/345.830 800.80 Total: $800.80 Permit Number: D08 - 500 Status: PENDING Applied Date: 11/24/2008 Issue Date: Payment Amount: $800.80 Payment Date: 11/24/2008 01:50 PM Balance: $1,236.50 9893 11/24 9707 TOTAL 800.80 Printed: 11 -24 -2008 Prw,e_t: Type of Inspection: Addres : 02 ga .S /62 ,5 Date Called: Special Instructions: Date Wanted: 3- /V- Qc. a.m. .m. Requester: Phone No: 4/25 -9' // - 734' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Amp -Ie/c''Am In Date: $6 I 0 REINSPECTION F E REQUIRED. Prior to inspection, fee must be pa • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project ::: /� 711 A 1kc 4u ; PS Type of Inspection: 5) I .S PFA14 06 ill AI Address: .8 1 1 s 102S- Date Called: Special Instructions: i Date Wanted: _ (a :" 2 �- Z.� O % P.M. Requester: Phone No: i-/ 2 5 -1-/ 1 - 77 el ? k i , A per applicable codes. Corrections required prior to approval. COMMENTS: ...or.. 4 \ INSPECTION RECORD Retain a copy with permit INSPECTIO O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 (nspector: p 6 R -, -ipt No.: c(i 'Date: — .5 0 REINSPECTION FE REQ ED. Prior to inspection, fee nfust be d at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. 'Date: Project: / 74 4g4" d9U /e/th/S Type of Inspection: /f,, / >/s / lc - iv- W (k , v ! s � Address: a,r9i/ 5 /6 Date Called: Special Instructions: Date Wanted: g Requester: Phone No: / ,. 754/2 DOA sa v SPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EI Approved per applicable codes. � sections required prior to approval. COMMENTS: 16. -- LAO $.4; 1 c�= pector: ❑ $60. paicfat 6 RE IQ SPECTION FEE REQUI 0 Southcenter Blvd., Suite Receip fig: Date: - 3- -5 Pri r to inspection, fee must be 0. Call to schedule reinspection. Date: Pro e f/ g/�..� ' yea Type o ns pection.- `� e Address: 7gi/ /62 Date Called: Special Instructions: Date Wantted: .2- --' / / I if', _+ p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COM NTS: INSPECTION RECORD Retain a copy with permit t — //I/r',aidisv*, J h #) .t Date: aS 4Z- V -31'6 PERMIT N0. .,- $60.00 REINSPECTION FEE REQUIR e)rior to inspection, fe must be paid at 6300 Southcenter BlvL., Sui &100. Call to schedule reinspection. Receipt No.: Date: Project: Sprinklers: i Type of Inspection: 4 ) try.+ fbA ".' 104.c. . Address: Z $) i 5 Suite #: )02. Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: i Fire Alarm: _ Hood & Du ct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • CITY OF TUKWILA FIRE: DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila Wa. 98188 • 206= 575 -4407 Corrections required prior to approval. COMMENTS: Adelr ?�c'�'- e- 1 Q4 a !< as 4.;$4, "Des, Inspector: $k) ,'V, " I Dat&'3 / 9/09 Hrs.: • $80.00 REINSPECTION FEE REQUIRED. you will re an invoice from he City of Tukwila Finance Department., to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: c A 1 Sprinklers: Are Alarm: Type of In pection: - - rd'e I L E L-,-- Address: I tom. Suite #: S i o n Contact Person: Special Instructions: Phone No:: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: - INSPECTION NUMBER n Approved per applicable codes. . Word /Inspection Record Form.Doc\ 1/13/06 INSPECTION RECD Retain a Copy with permit CITY OF TUKWILA FIRE DEPARTMENT ore - -- PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Co rections required prior to approval. COMMENTS: cves co,) oti Inspector: Date: 3/s/ i J Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: 4 ce- 5 Type of Inspection: Fire Alarm: - _ v Address: Suite #: Contact Person: ,►/ vc) -- Occupancy Type: �.— Special Instructions: Phone No.: • Needs Shift Inspection: . Sprinklers: Fire Alarm: - Hood & Duct: �:. . Monitor: Pre- Fire: Permits: Occupancy Type: 1 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 COMMENTS: INSPECTION NUMBER - Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 PERMIT NUMBERS Corrections required prior to approval. e City of Tukwila Finance. Department. Call to schedule a reinspection. • • T.F.D. Form F.P. 113 d iL 7a Co V — < 3o ��-D 5 A/o N-'9 ector: uJ* $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from Date: 2/27 ft I Hrs.. Project: q Sprinklers: Type of Inspection: Fire Alarm: -, Address: 7c8 i i S . Suite #: /02 Sr Contact Person: / . a H� Special Instructions: Permits: Phone No.: 2s,_ zs - 5641 Needs Shift Inspection: - _ Sprinklers: - Fire Alarm: -, Hood & Duct. • Monitor: Pre -Fire: Permits: Occupancy Type: • INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 _ 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc . 1/13/06 o - S Di- 5- biz- PERMIT NUMBERS .- Corrections required prior to approval. COMMENTS: /!r o - 7b Am» y- �Jr t �y. Date: z /xt, /09 Hrs.: / • Inspector: 44 i z, n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project Info Project Address Thales Avonics, Inc. Date 11/24/2008 Area in ft 2811 South 102nd Street For Building Department Use qq LE COPY �` 2x2 Fluorescent . Tukwila, Washington Applicant Name: Ft PP Lance Mueller & Associates Applicant Address: 130 Lakeside Ave, Seattle, Washington r h ■••■ P? r1n Applicant Phone: 206 325 -2553 - -.' I VVa Project Description 8 eli M.Igcluged requirements. 472.0 ❑ New Building ❑ Addition t -' Alteration- .. -.. Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Pourer Allowance * Systems Analysis' (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) 117.0 Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting Recessed DL APPROVED ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. - • Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area Ofc 2x2 Fluorescent . 1.00 2778.0 2778.0 Ofc 1 x 4 Pendant A l V V L# ruK AWL 8 59.0 472.0 Ofc 1 x 8 Penant ® HP ® LYANCE 8 117.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2778.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Ofc 2x2 Fluorescent . 8 59.0 472.0 Ofc 1 x 4 Pendant A l V V L# ruK AWL 8 59.0 472.0 Ofc 1 x 8 Penant ® HP ® LYANCE 8 117.0 936. 0 Ofc Recessed DL APPROVED 6 26.0 156.0 JAN u 9 09 Pa Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2036.0 2006 Washington State Nonresidential Energy Code Compliance Form Irterior..L "Summar'y LTG =IN1 Revised July 2007 Maximum Allowed Lighting Wattage Proposed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. bO8- 500 RECEIVED NOV 24 2008 PERMIT CENTEFI Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia, assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hale 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Q ualification Checklist Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a 1 or 2 two lam s, b reflector ) P ) or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Ireri ummary LTG =INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Lighting Power Allowance LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. CORPORATION December 17, 2008 Mr. Paul Engert Lance Mueller & Associates 130 Lakeside AVE Suite 250 Seattle, WA 98122 Re: City Of Tukwila request dated November 26 2008. Permit application # D08 -500. Owner/Manager comments for Riverfront Technical Park 2811 S. 102 Street, Seattle, WA 98168. Dear Paul, Sabey Corporation understands that Thales Avionics Inc. plans to make several modifications to their leased space located at the above referenced location. We reviewed the letter dated November 26 2008 from the City of Tukwila, regarding relocating the RPPA and RPBA device to the street. We will be submitting information to the City of Tukwila Department of Public Works regarding the Domestic Water by December 22nd 2008. A site visit was conducted on December 9, 2008, with Joanna Spencer and Michael Cusick from the City of Tukwila Depai tinent of Public Works. The purpose of this meeting was to discuss the scope required and the most efficient way to enable Thales Avionics Inc. to move forward with their permit process. A follow up site visit was conducted on December 15 2008 with Brian from the City of Tukwila Public Works department to agree on the location of the RPBA device since the required area was not large enough to accommodate the desired hot box location. Riverfront Technical Park LLC and Sabey Corporation have agreed to complete this project within 120 days of issuance of permit #D08 -500. We have selected a contractor and will submit plans to the City the week of December 22 2008. Sincerely, F • • Riverfront Technical Park LLC, by Sabey Corporation Manager Ken Stickley Facilities Manager SMA/RPA Construction Coordination Manager Landlord's Representative Cc: Debbie Sabey, Property Manager Mikel Hansen, VP of Property Operations Lease File caRRecriora to 8 500 REAL ESTATE DEVELOPMENT Sabey Corporation 206 /281 -8700 main line CONSTRUCTION / ARCHITECTURE 12201 Tukwila International Blvd., 4th Floor 206/282 -9951 fax line INVESTMENTS Seattle, Washington 98168 -5121 www.sabey.com RECEIVES DEC 302008 PERMIT CENTER V Printed on chlorine -free, 100% postconsumer waste fiber paper • LANCE MUELLER & ASSOCIATES A R C H I T E C T S December 30, 2008 Jennifer Marshall Permit Technician City of Tukwila, Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, Washington 98188 RE: Thales Tenant Improvement 2811 South 102 Street Development Application # D08 -500 Dear Jennifer, The purpose of this letter is to respond to the two items in your plan review correction letter #1 dated 12- 05 -08. I have followed the format of your letter to address these items. I have attached a copy of your letter for reference. Public Works Department: • • A I A 1. Please fill out the attached Traffic Concurrency Certificate Application. List how long the second floor space, where tenant improvements are being proposed, was vacant and what was its pervious use. The current space is occupied by the Federal Reserve Bank. Therefore the Traffic Concurrency Certificate Application form will not be required. 2. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City cannot determine if the subject building had adequate cross connection protection or deficiencies on domestic water, fire prevention and landscape irrigation lines. It is my understanding that the building owner, Sabey Corporation, met with City of Tukwila representatives on site to discuss resolution to the potential issues raised in your correction letter. I further understand that a plan has been outlined by the building owner for corrective action that is satisfactory to the City. I have attached a letter from Sabey Corporation addressed to me outlining these intentions. RECEIVED DEC 3 0 Wee PERMIT CENTER, GQRREG'CIaN t O8 50 :130 LAKESIDE • SUITE 250 • SEATTLE. WA • 96122 • (20B) 325 -2553 • FAX: (206) 328 -0554 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS • Page Two Jennifer Marshall City of Tukwila Please feel free to call me at 206 325 -2553 should you have any others questions that I can answer. Sincerely, GJ it . .„ 9 - Paul Engert Architect Lance Mueller and Associates • • Encl; Plan Review Correction Letter #1 dated 12 -05 -08 Resubmittal Form Cc: File 130 LAKESIDE • SUITE 250 • SEATTLE. WA • 98122 • (208) 325 -2553 • FAX: (208) 328-0554 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS December 5, 2008 Paul Engert 130 Lakeside Ave Seattle WA 98122 RE: CORRECTION LETTER #1 Development Application Number D08 -500 Thales Avionics — 2811 S 102 St Dear Mr. Engert, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, er Marshall t Technician encl File No. D08 -500 • City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters \2008\D08 -500 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: August 16, 2006 PROJECT: Thales Avionics @ Riverfront Technical Park 2811 S 102 Street REVIEW #: 1 PERMIT NO: D08 - 500 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Please fill out the attached Traffic Concurrency Certificate Application. List how long the second floor space, where tenant improvements are being proposed, was vacant and what was its previous use. 2) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City cannot determine if the subject building has adequate cross connection protection or deficiencies on domestic water, fire prevention and landscape irrigation lines. a) Domestic Water Service A reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow assembly (RPBA) shall be installed immediately downstream of the existing permanent water meter. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply for the freeze protection enclosure. On your site plan please show location of proposed RPPA (size, manufacturer and model no.) in relationship to the permanent water meter and property lines. Submit RPPA cut sheet and circle the model you plan to install. b) Fire Prevention Please provide information where the existing Detector Double Check Valve Assembly is located, size, make and model number of subject backflow together with passing annual backflow test report performed by a certified tester. c) Landscape Irrigation Please provide information where the existing irrigation Double Check Valve Assemblies (DCVAs) exists and submit a copy of passing backflow test report. If there is a separate irrigation deduct water meter, it shall have a TRPL register that is compatible to the SENSUS automatic reading system. The deduct meter shall be installed next to the permanent water meter or within six feet of the permanent meter. If the distance exceeds 6 ft a radio needs to be installed. Comments D08 -500 Page 2 November 26, 2008 (P: Joanna/Comments I D08 -500 PW) • • I have enclosed Development Bulletin C5 that spells out design and installation requirements for cross connection control. Please note that on November 26, 2008 a separate letter was mailed to the building owner, Sabey Corporation. The Public Works Director will withhold issuance of this tenant improvement permit until the Permit Center receives plans /information for items 2a, 2b and 2c, or a bond for 150% of the design and installation cost of subject devices, together with a letter stating the installation, testing by a certain date. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. DEPARTMENTS: Building Division Pu IicWorks I 1 � At Complete TUES/THURS ROUTING: Please Route • S PER '. IT (' ItOR C PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Fire Prevention Structural Incomplete Structural Review Required ACTIVITY NUMBER: D08 -500 PROJECT NAME: THALES AVIONICS SITE ADDRESS: 2811 S 102 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 12 -30 -08 Response to Incomplete Letter # Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) ❑ Permit Coordinator DUE DATE: 01 -06-09 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire El Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: Planning Division Not Applicable Not Approved (attach comments) DUE DATE: 02 -03-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -500 PROJECT NAME: THALES AVIONICS SITE ADDRESS: 2811 S 102 ST X Original Plan Submittal Response to Correction Letter # _ DATE: 11 -24 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPA TMENTS: o0 ing AMP Division � ! i Complete Comments: TUES/THURS R UTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PER I COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: b ill MU 124 -0' Fire Prevention T 1Ip Planning Division it Public Works) Structural r� o�n ' II �1.to?) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -25 -08 Incomplete Structural Review Required U Permit Coordinator Permit Center Use'Only .'' . : INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: Not Applicable DUE DATE: 12 -23-08 Approved n Approved with Conditions ❑ Not Approved (attach comments) ❑/ Notation: REVIEWER'S INITIALS: DATE: • P. ermit •Center Use Only ' • CORRECTION LETTER MAILED: t 2-tQ 7�k; Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW X Staff Initials: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I2 • 3o • of,. Plan Check/Permit Number: D08 -500 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Thales Avionics Project Address: Contact Person: 1)41- 2811 S 102 St 1 C2' Summary of Revision: r spa I CO w r UM. Sheet Number(s): IVO D P, MJU NP'4 5UF,M IUD . "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: N --- Entered in Permits Plus on 'c)= 30 ® ir \applications\forrns- applications on line\revision submittal Created: 8 -13 -2004 Revised: Phone Number: 2049 525-2553 RtCt1VtD CITY OF TUKWILA DEC 3 0 2008 ERMIT CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or.laundry tub 4 2 Sink, bar or lavatory 2 1 ,_ Q. Sink, Clinic flushing 8 8 1 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 412 Water closet, tank or valve, 1.6 GPF 6 3 2. Water closet, tank or valve, >1.6 GPF 8 4 King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type ZSIi 5. 1oZ u' s-n r Property Street Address '11/14W 0.A WA. City State ZIP Owner's Name Subdivision Name Subdiv. # RivelaTtgomi Teri (if applicable) ( 20(0 ) 22,2- 9 51 Owner's Phone Number (with Area Code) Building Name ( 2.0to ) zsz -61151 Property Contact Phone Number (with Area Code) Owner's Mailing Address Residential Customer Equivalent (RCE) 20 fixture units equ a I 1 0 RCE Total No. of Fixture Units 20 pOkg$000 . �.0 = RCE Lot # Block # L 2241 'MANILA I I\T[' L . 131.1/P jam. - (vxwi .A. , WA 9811,8 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units L{ For King County Use • Only Account # No. of RCEs Monthly Rate Property Tax ID # 0423049 19'0 Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? O Yes 124o Was building on Sanitary Sewer? Qles No Was Sewer connected before 2/1/90? VYes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? D Yes 0 No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B - TU )LA • RCE RCE RECEIVED NOV 24 2008 PERMIT CENTEF Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected d a for et mination of a revised capacity charge. Signature of Owner/Representative A.J1 Date ' g p � d � Print Name of Owner /Representative Ft*vL E. 1058 (Rev. 9/07) White — Kina County Yellow — Local Sewer Aaencv Pink — Sewer Customer •®,m Name Role Effective Date Expiration Date FOUSHEE, JEFFERY C Cancel Date 01/01/1980 Bond Amount BARKER, RICHARD A 7 01/01/1980 5771144 ANDERSON, LOCH G Until Cancelled 01/01/1980 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 $12,000.0007/23 /2001 6 SAFECO INS CO OF AMERICA 5771144 08/12/199408/12 /2001 $6,000.00 5 FIREMAN'S FUND INS CO 6455885 08/12/198708/12 /1994 $6,000.00 4 HARTFORD ACCIDENT Et INDEM CO 5064632 08/12/198508/12 /1987 3 UNITED PACIFIC U54292512 /16/198412/16/198509 /19/1985 Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with LEtl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County FOUSHEE Et ASSOCIATES CO INC 4257461000 PO BOX 3767 BELLEVUE WA 98009 KING Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 600259643 ACTIVE FOUSHAC1580D CONSTRUCTION CONTRACTOR 9/4/1985 8/12/2009 LEYSHL`150NR BIRTCCL093M6 GENERAL UNUSED Business Owner Information Bond Information Page 1 of 3 https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= FOUSHAC 15 80D 01/15/2009 SYMBOL DESCRIPTION EXISTING BUILDING SHELL WALL NEW WALL PER FLOOR PLAN PARTIAL HEIGHT WALL PER FLOOR PLAN - - SOUND INSULATED WALL c INTERIOR ELEVATION SYMBOL ELEVATION NUMBER 6 TA4 SHEET NUMBER ELEVATED WALLS A OFFICE ROOM NAME & NUMBER (105) E WALL TYPE REFERENCE SEE SHEET A2.4 © DETAIL REFERENCE TA3 DOOR NUMBER DOOR / FRAME TYPE 237B B 3 RATING (MINUTES) HARDWARE GROUP FE SEMI - RECESSED FIRE EXTINGUISHER CABINET ABBREVIATIONS ADJ ALT AFF ALUM L ANOD. ACT BLDG. BLK'G. BM B/S CAB CIRC CLR CLG CL COL CONC CONST CONT COORD CPT CT DET DIA DIM DN DR DWG EA EL ELEC ELEV EN EQ EXIST FF FIN FLR FLUOR FOIC FT FTIC FURN GA GALV GL GWB HDW HM HGT HVAC IN INCAD INCL INSUL INSTL GRAPHIC LEGEND III III ADJUSTABLE / ADJACENT ALTERNATE ABOVE FINISH FLOOR ALUMINUM ANGLE ANODIZED ACOUSTICAL CEILING TILE AT BUILDING BLOCKING BEAM BUILDING STANDARD CABINET CIRCULATION CLEAR OR CLEARANCE CEILING CENTERLINE COLUMN CONCRETE CONSTRUCTION CONTINUOUS COORDINATE CARPET CERAMIC TILE DETAIL DIAMETER DIMENSION DOWN DOOR DRAWING EACH ELEVATION ELECTRIC ELEVATION OR ELEVATOR ENAMEL EQUAL EXISTING FACTORY FINISH OR FINISH FLOOR FINISH FLOOR FLUORESCENT FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOOT / FEET FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISH / FURNISHINGS GAUGE GALVANIZED GLASS / GLAZING GYPSUM WALL BOARD HARDWARE HOLLOW METAL HEIGHT HEATING VENTILATING AIR CONDITIONING INCH INCANDESCENT INCLUDE INSULATION INSTALLATION EARTH GRAVEUROCK CONCRETE WOOD FRAMING BLOCKING OR SHIM FINISH WOOD FLOOR PLAN SYMBOLS / LEGEND JAN JB JST JT KIT LF LTG MAT'L MAX MECH MED M EZZ MFR MISC MTD MTL N/A NIC NO NOM NTS OC OPN'G OPP PERP PL PLYWD PNL PR PROP PT OR PNT R RB RFGR REINF REQ'D REV RM RO SC SECT SHT SIM SM SQ STD SUSP TELE TEMP THERMO T.O.P. TYP VAR VCT VERT VWC W/ W/O WC WD IH ! JANITOR JUNCTION BOX JOIST JOINT KITCHEN LINEAL FOOT LIGHTING MATERIAL MAXIMUM MECHANICAL MEDIUM MEZZANINE MANUFACTURER MISCELLANEOUS MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OPENING OPPOSITE PERPENDICULAR PLATE OR PLASTIC LAMINATE PLYWOOD PANEL PAIR PROPERTY PAINT RADIUS RESILIENT BASE REFRIGERATOR REINFORCEMENT REQUIRED REVERSE ROOM ROUGH OPENING SOLID CORE SECTION SHEET SIMILAR SHEET METAL SQUARE STANDARD SUSPENDED TELEPHONE TEMPERED THERMOSTAT TOP OF PLATE TYPICAL VARIES VINYL COMPOSITION TILE VERTICAL VINYL WALL COVERING WITH WITHOUT WALL COVERING WOOD GLASS(SECTION) CAULKING /SEALANT PLYWOOD BRICK ACOUSTIC TILE RIGID INSULATION BATT INSULATION METAL GWB CEILING (PLAN VIEW) GENERAL NOTES 1. REFER TO BASIC BUILDING SHELL SPECIFICATIONS AND STANDARDS FOR EXISTING SHELL CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS ANY CHANGE TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW AND APPROVAL. 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGE AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANT DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 16 GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES, CASEWORK AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 11. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 12. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 13. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 14. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 15. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. 16. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 17. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC. 18. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY ARCHITECT. 19. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10 " -0 ". THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 20. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE. LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF GOVERNMENT LOT 11 IN SAID SECTION 4; THENCE ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 11, S 89 °22'06" E, 988.27 FEET; THENCE N 14 °45'08" W, 477.09 FEET TO AN INTERSECTION WITH THE NORTH LINE OF THE SOUTH 460 FEET OF SAID GOVERNMENT LOT 11 OF SECTION 4 AND THE NORTHEASTERLY MARGIN OF PRIMARY STATE HIGHWAY NO, 1 AS ESTABLISHED BY KING COUNTY SUPERIOR COURT CAUSE NO. 529021; THENCE ALONG SAID NORTHEASTERLY MARGIN, N 14 °45'08" W, 689.81 FEET TO THE SOUTHWESTERLY MARGIN OF THAT 200 FOOT SEATTLE TRANSMISSION LINE AS ESTABLISHED BY ORDINANCE NO. 82986 OF THE CITY OF SEATTLE, AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 469557; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, N 14 °45'08" W, 22.70 FEET TO A POINT OF SPIRAL CURVATURE; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN ALONG A SPIRAL CURVE TO THE LEFT, THE CHORD OF WHICH BEARS N 15 °07'51" W, 152.94 FEET TO A POINT OF SIMPLE CURVATURE; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, NORTHWESTERLY 340.67 FEET ALONG THE ARC OF A NON- TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 3970.00 FEET, THE RADIUS POINT OF WHICH BEARS S 74 °07'22" W, THROUGH A CENTRAL ANGLE OF 04 °55'00 "; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, N 11 °24'57" E, 327.11 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N 11 °24'57" E ALONG SAID NORTHEASTERLY MARGIN, 61.40 FEET TO A POINT OF SIMPLE CURVE; THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, NORTHWESTERLY 191.94 FEET ALONG THE ARC OF A NON- TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 4190.00 FEET, THE RADIUS POINT OF WHICH BEARS S 64 °42'23" W, THROUGH A CENTRAL ANGLE OF 02 °37'29 "; THENCE N 27 °01'05" E, 89.78 FEET; THENCE N 48 °11'59" E, 442.51 FEET; THENCE S 41 °52'02" E, 881.11 FEET; THENCE S 48 °05'28" W, 406.87 FEET; THENCE N 41 °52'51" W, 627.47 FEET; THENCE S 48 °11'44" W, 218.98 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; (ALSO KNOWN AS LOT 1 OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L97 -0002 AS RECORDED UNDER RECORDING NO. 9707090733); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. DEFERRED SUBMITTALS 1. MECHANICAL SYSTEMS 2. ELECTRICAL SYSTEMS 3. FIRE SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS. COVERAGE PER CITY OF TUKWILA AND WSRB REQUIREMENTS. EXIT ANALYSIS OCCUPANCY FIRST FLOOR B Fl S1 17,463 S.F. 31,694 SQ. FT. 5,691 SQ. FT. SECOND FLOOR B 14,035 SQ. FT. SCOPE OF WORK VICINITY MAP NORTH \I ELLIOTT BAY EXITS EXIT§ AREA LOAD FACTOR OCCUPANTS REQ'D. PROVIDED 2 1/100 SQ. FT. 1/200 SQ. FT. 1/500 SQ. FT. 1/100 SQ. FT. Sea -Tac Intl Airport 175 158 11 140 2 2 1 2 2 ALL WORK IS LIMITED TO THE SECOND FLOOR. PROPOSED IMPROVEMENTS INCLUDE SELECTIVE DEMOLITION OF EXISTING OFFICES AND CURRENT TENANT DEMISING WALL TO EXPAND OFFICE SPACE BY APPROXIMATELY 2,778 SQ. FT. EXIT WIDTH REQ'D. .15 " /OCC. = 26" .15 " /OCC. = 23" .15 " /OCC. = 2" 51" .20 " /OCC. = 23" RIVERFRONT TECHNICAL PARK EXIT WIDTH PROVIDED 360" 72" Tenant Improvement PROJECT TEAM TENANT: ARCHITECT: OWNER JONES LANG LASALLE REPRESENTATIVE: 2025 First Avenue, Suite 1212 Seattle, WA 98121 (206) 956 9400 Fax: (206) 956 0400 Contact: Garrett Billings Email: garrett.billings @am.jll.com BUILDING OWNER: GENERAL CONTRACTOR: PROJECT DATA (TENANT IMPROVEMENT) PROJECT NAME: PROJECTION DESCRIPTION: PROJECT LOCATION: ZONING: SITE AREA: BUILDING SETBACK: GROSS BUILDING AREA: ALLOWABLE BUILDING AREA; BUILDING HEIGHT: SEISMIC ZONE: PARKING PROVIDED OCCUPANCY GROUP: ORIGINAL AREA: NEW AREA TOTAL AREA (SECOND FLR.) CODES: WASHINGTON STATE AMENDMENTS: ARCHITECTURAL Riverfront Technical Park Tukwila, Washington THALES AVIONICS, INC. 641 Industry Drive Seattle, WA 98188 (206) 674 -8624 Fax. (206) 674 -8652 Contact: Kirk Gentry Email: kirk.gentry@us.thalesgroup.com LANCE MUELLER & ASSOCIATES 130 Lakeside Ave., Suite 250 Seattle, WA 98122 (206) 325 -2553 Fax (206) 328 -0554 Contact: Paul Engert Email: pengert @Imueller.com SABEY CORPORATION 12201 Tukwila Intl. Blvd., 4th Floor Seattle, WA 98168 (206) 281 -8700 Fax (206) 282 -9951 Contact: Marcey Purdy Email: marcyp @sabey.com FOUSHEE' & ASSOCIATES 3260 118TH Ave. SE Bellevue, WA 98009 (425) 746 -1000 Fax (425) 746 -3737 Contact: Randy Moore Email: rmoore @foushee.com THALES INTERIOR REMODEL OF PARTIAL SECOND FLOOR EXPANDING CURRENT OFFICE BY APPROXIMATELY 2,278 SQ. FT. 2811 SOUTH 102nd STREET TUKWILA, WASHINGTON MIC /H 9.07 ACRES MIN. 60' ALL SIDES FIRST FLOOR 88,006 SQ. FT. SECOND FLOOR 88,006 SQ. FT. TOTAL 176,012 SQ. FT. UNLIMITED (60' SETBACK ALL SIDES) nptt 35' -2" ALLOWABLE 40' -0" fit Permit No. 3 Ft ravioli/ Cpprow d 13 object b Crrrrr Cid I3&rroval cf c:nstr action docurncnb t'i3iatiCf ct cry crloptcl 'r :t O E prov+cc Fis :r1 - Jam.: -;4.11:13 rnI ACTUAL 450 STANDARD 261 COMPACT 14 HANDICAP 1 VAN 726 TOTAL STALL B - OFFICE 11,757 SQ. FT. 2,278 SQ. FT. 14,035 SQ. FT. INDEX OF DRAWINGS A1.0 COVER SHEET / PROJECT TEAM A1.1 SITE PLAN A2.1 1/16" OVERALL FIRST FLOOR PLAN A2.2 1/16" OVERALL SECOND FLOOR PLAN A3.1 1/8" SECOND DEMO. PLAN - NE A4.1 1/8" SECOND FLOOR PLAN - NE A5.1 1/8" SECOND CEILING PLAN - NE A6.1 1/8" SECOND FINISH PLAN - NW A7.1 WALLTYPES / DOOR TYPES A7.2 CEILING DETAILS I INTERIOR ELEVATIONS By 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL PLUMBING CODE 2006 INTERNATIONAL PLUMBING CODE STANDARDS 2006 INTERNATIONAL FIRE CODE 2006 INTERNATIONAL ELECTRIC CODE bo& 500 TukM1a R0/1.04■JED FOR CODE COMPLIANCE APPROVED J AN 09P19 �.� FILE COPY C :ty el Tukwila CU ::.D]No DIVi f N WAC 51 -40 WASHINGTON STATE BUILDING CODE WAC 51 -44 WASHINGTON STATE FIRE CODE WAC 51 -46 WASHINGTON STATE PLUMBING CODE WAC 51 -47 WASHINGTON STATE PLUMBING STANDARDS WAC 51 -11 WASHINGTON STATE ENERGY CODE WAC 51 -13 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE WAC 51 -42 WASHINGTON STATE MECHANICAL CODE REVISIONS 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. D SEPARATE PERMIT REQUIRED FOR: Mechanical / Electrical (V lumbing IM Gas Piping City of Tukwila BUILDING DIVISION RECEIVED NOV 2 4 2008 PERMIT CENTER SLOPE =111 BASE COURSE, SEE CIVIL DRAWING A.C. PAVING W/ THICKENED EDGE FINISHED GRADE SLOPE 1 TYP. EDGE OF ASPHALT Scale: 3 " =1' -0" NEW PC CONC WHEEL STOP WHERE SHOWN ON PLAN. SEE CIVIL DWGS FOR DETAIL. i — T i A.C. PAVING OVER BASE SEE CIVIL DRAWINGS I I I I I I I I L Lu R. =1" TYP. WELDED WIRE FABRIC 4" CONC. WALK FINISH PER PLAN #4 REBAR TOP (Sc BOTTOM TYP. CURB AT SIDEWALK Scale: 1- 1/2 " =1' -0" CONT. EXTRUDED CONC. CURB W /EXP. JTS. @ 20' -0" O.C. & SCORE JTS. @ 5' -0" O.C. 1 "0 WEEP HOLES @ — 10' -0" O.C. A.C. PAVING ON CRUSHED ROCK, PER CIVIL DRAWINGS TYP. CURB AT PLANTER Scale: 1-1/2"=1'-0" 2'-0"0 { I' T1 TYPICAL u 3/4" CHAMFER TOP EDGE. TYP 3/4" REVEAL SMOOTH CONC. SANDBLAST FINISH, TYP. ALL FACES EXPANSION JOINT CONCRETE SIDEWALK 4 — # REBAR VERTICAL, WITH TIES AT 12" O.C. FLARE BASE OF BOLLARD 4" COMPACT CRUSHED ROCK ELEVATION PLAN CONCRETE Scale: 1/2"=1'-0" ENTRY BOLLARD R.= 1" TY 7 1/2" — I BASE COURSE, SEE CIVIL DRAWINGS CONCRETE CURB WITH 1" X 1" DRAINAGE SLOTS © EVERY 5' -0" O.C. MAX. A.C. PAVING SEE CIVIL DRAWINGS FINISHED GRADE 1 TYP. CURB DETAIL Scale: 3 " =1' -0" 8" 00 ELM 7" HIGH METAL LETTERS ON STAND —OFF PINS. SANDBLASTED PC CONC TOMBSTONE. Riverfront Technical Park ELEVATION 12' -0" PIN SIGN TO CONC FIG W/ 1%6 REBAR. EPDXY INTO DRILLED HOLE © 24" OC. LEVELING GROUT & CAULK © BASE. SECT -FIN GRADE. I 2 1 /2 "x1 /4 "THK J SS STRIP ON PINS W/ BLACK ACCENT BETWEEN WORDS. LOADING ZONE LOADINd ZONE aS 53 EXISTING CARS 60' NON —BUILD EASEMENT 36 EXISTING CARS ALL - WORK ON SECOND FLOOR- THIS PLAN INCLUDED FOR PERMIT PURPOSES ONLY (FIRST FLOOR SHOWN) MAIN ENTRY DROP OFF C C IC C C IC IC JC C C C IC R =3' -0" TYP. !" H r s .1I n REMOVE 9 STALLS ADD NEW 6" CONC. CURBING, PAD AND LANDSCAPING FOR LOADING AREA i // / / , / I ; / / IC 40 EXISTING CARS 39 EXISTING S NEW 5000 LBS. SCISSOR LIFT IN NEW 6" CONC. PAD x--- 41° 52 02' E N/ >< STRIP EXISTING ASHALT FOR LOAD SPACE / / I / / / ,r /' / / / / ;r l / / i /r. I 1 7 - 777 - 7 / / I I J / / / / / I I 1 % / I / l . >< / 1 ' , f 111//// t / f i / / i / /r I . r/ / / ri / 1 ./ f C 22' -0" f \`C 'C C X3,5' / 7 i /' / IC C C IC C C C C C LANDSCAPED AREA LANDSCAPED AREA C C IC C IC IC >� >< >< • >� / f / x n x O LANDSCAPED AREA in PEDESTRIAN WA' .KWAY 16 STANDARD CAR‹ @ 9' -0" 144'—C" N BLACKOUT PAINTED STRIPE PAINT CROSS HATCH PATTERN, THIS SECTION. FIRE DEPT. ACCESS ONLY ONLY GATE BY OTHERS. ALIGN W/ PARKING AISLE (COORDINATE W/ U.S.P.S.) C C x 18 COMPACT CARS @ 8' -0" 144' -0" xi IC IC IC IC C C 16 COMPACT CARS'© 8' -0" 128' -0" C IC 18 COMPACT CARS @ 8' -0" 144' -0" 16 STANDARD CARS @ 9' -0" 144' -C" LANDSC/PE ISLAND, TYPICAL C C C ' r , C IC C C jC C , I I 0 m ,/ / 1// ! 1 / ! 1 . I , /////, , l i/ // // // / // / 12' -0" 6' -6" 6 6 " ,� N N E > >S I- � 5' -0" 12'- 020 12' -0" 6' -6 \t� \ A \\ \ \ \o \\ \\ \ \• \ \ \ \ \ X 43 • \ ) \ \ \ _ ; / / �O, -------- � ip/ o� , i i10 ( R= I10' -0 k j E R= 3' -0', TYP. h .1(l[1Ii 11.11[11[11 [F[. I][I q1111111i 1 1d111 1411111 ill 11[1(I[j[III[1o1] �j1 11111)`f / / 12 T NDARD ARS 9 -0 0 —0 4 X _ _ 13 STANDARD CARS @ 9' -0" 117' -0" o N LANDSCAPED AREA j 0" CAR OVERHANG, TYP. C C IC O C C C 0 N 12'- 0 ; ' TYPICAL C IC II NEW DRIVEWAY WITH CULVERT STRUCTURE, / t-'' ?� / ,o ti C C C 2' -0" CAR OVERHANG, TYP. ALIGN I DRIVE WITH I OF BUILDING R= 10' -0" TYP. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2' -0" CAR OVERHANG, TYP. 4 1 I C C IC C CIC C C COMPACT CARS @ 8' -O" 80' -0" , j ". R =3' -0" TYP. C C C C IC 35' BUFFER LANDS C C C C 17 STANDARD CARS @ 9' -0" 153' -0" 19 COMPACT CARS @ 8' —Op" 153' -0" C APE ISLAN , TYYICP C C IC C IC C C IC C / 17 STANDARp CARS @ 9'-0" 153 —0" LANDSCAPED AREA < PAL CREEK TRUE NORTH I REMOVE_ 11 EXTRODEDI 4 © C LANDSCAPED AREA LANDSCAPED AREA NORTH R=10'-0 N C 24-'-6 cc C D co ■ \\`; 12' IT SITE F'LAN SIGN 5' 0', WIDE CONCRETE TO EXISTING ALKWAY. RO TYP. CA °VII AN 0 SITE SIGN 0 0 F- 0 ORDING OS. 4759860 AND 90 1090010 ,ILViftU FOR COMPLIANCE PROVED JAN 0 9 2009 . D1v1 ti o RECEIVED 110V 2 4 2008 U 71 .J I 13 i } 1 fl - T Y� l� Us MIN 0 0 .� 0 C- EXIT EIT se r _ !!�! _ !MIME i . MINIM. ■RU■.■ r....11 ■ 111 :1 ® r� =MN /50k90811 UMW= 0 0 I J 1 MMWMMIN I -- �-- P H OF EGRESS `n 0 1,111101101•11 P/r 10 FE PATH OF EGRESS 1-- -� MEN VISIONIA MAMA MOSS =MI Elitlinti =IDA 121111.11141 MOM FEE 1 I EXIT mum ma= y s =w0 0 0 S is ..■■.■_ __■ ■_...■_■.■■■■n.■ .._■■ ■.■■■■■ IN 11111 11 ■ h 1i 1111111111•1 mum .. 1 . . 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MUELLER STATE OF WASHINGTON H 08 -036 job no. P. ENGERT drawn P. ENGERT checked 11- -21 - 08 date no. PERMIT SET revision 11 -24 -08 DEMO PLAN NOTES 1. DOOR, WALLS, CEILING AND LIGHT FIXTURES TO BE REMOVED AS INDICATED BY DASHED LINE TYPE. L\ 2nd DEMO. PLAN -NE 1 /8 » t) 0 500 4L) KEYPLAN RECEIVED NOV 2 4 2004 PERMIT CENTER 1-_. ( E) T 15 - - - - _ 1 0 P li r _ _ _ - 0 - 0 0 C: - 0 - + I 1 ° 1 \ I \ K � f� { - CF LOBBY - (2000 � �� (100 BELOW MEN 205$ D o <-... WOMEN 2057 s -• 0 a a -. a a c�� �� a 1 c.� �/- ' - \. • \\ c OMEN 2055 - - , JAN (2056 - } DN. 1� - - _ --- _.._. _ HALL (2054} _ . ..rte 0 IFE DEMOSTRATION (2043 II \ II I ; II ,, - � , � 1 1 1 I� 1 L J - ` ; ± 1_1 F — = I F ( � I -'�' ~`'--- ELS WORK ROOM (040) 0 \ -- -------- Ili\ ii ••• • 'O WAITING 2001) COF. (2002 FE / YI AEROSPACE ONF ( ONE C . A u _ ,..� r..-�._- RF1DIL ! III `J LOUNGE (2007 ASW VISITOR (200OFC. 6) ASW ACCT'G. OFC. (200 ASW DIRECTOR OFC. (2004 — ... \� ,L RF1D 1 -I - I �I - � I#F1 \ .I_-__ • - I I I I III R F10 - 0 I - -I- -I- 01-14.4 F I- —rF= I I; I I _i� TOR - -I -- i I 2041 ) - �_- i 1 WS3 \ -I \ - fi I- -I \ -1 I-I- - / I I l 1LL 5 k _] - TRH a�F10 Ill ;3; Tt ; HALL — — — S3 WS 3 r -� - I I IL\ I IL\ I I t 1 I I I 4-1 (2042} .� { ASW OFC. (2009 HALL HALL *..'� III - -1- I � —1— I I -- 1 - -f- f- i-- f-- }- -E -1_►_ 1 13F1 01 I PF101 I � F — — --\ (— K& / PREP. SPACE 20 - _ �.. HALL (2008 ASW — i — IL I.: - i — �,e T �� - t - t t - t - 1 -1 -1 i , _ — _ SCM MGR. OFC. (2011) VI - n I 1I j u I I j 0 __L....1 F1�� T D—� = + = + F - + — + F 7-7J— +- 1 IL 1 IL � I � C , J \ �%, 0 "EN OFC. ( �, J ./j - ' _ / .t _ I I I I I I I� — +— +— +— + — + — + —+ d 1 y�F10 _ I F101 I_ ti�T" ° D • • 0 ` 1 HALL HALL (� ASW LSM MGR. OFC. 20 12 _ j_ ILA I - ILA - I I � ASW OFC. (2015 �1 _1_1th _1_1_1_111 — - — — --- _ _ - - _ IRF101 1IRF101_I Jh. 1 I _ _ - � - F \ 1 1 1 1 I I I I } I WORK BREAK (2026} HALL 2014) _ - 1RF101 - 1 _ 'RHO' (2014 j HALL } i / - - \ AN DATA 2027 — � (2016) r - I I I I I 1 I I I I I I I I I I I I I I I I I / - ASW QA MGR. OFC. (2017 I j 1 wC I WORK 01 0 I IF1 I 0 F Li HALL (2'0-4 — —.. I— — — —. I � � ( : J - _ — , t- 1 T r r t r i r r 1 I Q - r I I I I '4 f #F1 I �� 1 I� I I I I Ir I I I I I L I I I I I I I FE _I o /// ASW VICE PRES. OFC. 2019 n i i L L o i L TT IRF101 T RF101 i I _ I I I I R I I --_- ASW FILES. (2C22J _ - _ SPARE OFC. (2020 I I I I I I I I I I I I - - fit - — 1 - IR — - 1 _ li I T Ir \ - 1 T _ I JIBS- 14- J 1 I I I I I 1 I I I ASW SPARE OFC. (2024) H.R. OFC. (2023 ASW DIRECTOR OFC. 2021} � 1 - -- 1 - 1 - I _ - I - _ - { — STAIR #6 STAIR #5 I pm! �\ I TF�, I -- • IluiHhlli I I I I I I J a „ t a a t tit , .------1 ____ __ _.._.._r ..- __ _..__ r _ — - - -- _ ___ j i I APPR JANo - ED . — 1 r\ DEMO PLAN NOTES 1. DOOR, WALLS, CEILING AND LIGHT FIXTURES TO BE REMOVED AS INDICATED BY DASHED LINE TYPE. L\ 2nd DEMO. PLAN -NE 1 /8 » t) 0 500 4L) KEYPLAN RECEIVED NOV 2 4 2004 PERMIT CENTER SYMBOL FIXTURE -[ DUPLEX OUTLET ELECTRICAL JUNCTION BOX FOURPLEX OUTLET * ELECTRICAL POWER POLE LOCATION ►1 DEDICATED FOURPLEX OUTLET : TIMER DEDICATED ELECTRICAL OUTLET W/ TIMER SYSTEMS FURNITURE BASE POWER FEED (COORDINATE W/ FURNITURE SUPPLIER) ZE GFI DUPLEX OUTLET W/ GROUND FAULT PROTECTION ICI t 17' -9" FLOOR ELECTRICAL /DATA BOX - FINAL LOCATIONS TO BE VERIFIED W/ TENANT PRIOR TO CORING C CABLE TV OUTLET SYMBOL FIXTURE ZE DUPLEX OUTLET nal G - - FOURPLEX OUTLET * DEDICATED DUPLEX OUTLET 2 t r DEDICATED FOURPLEX OUTLET : TIMER DEDICATED ELECTRICAL OUTLET W/ TIMER Q FAX DEDICATED FAX OUTLET ® COMPUTER / VOICE OUTLET . 1 2048 G1 OFC. (2049) MEN (2058) JAN (2056) ELS WORK R! =?1 M [2040) ALIGN WOMEN (2055) WOMEN HALL (20 (2057) PREP. SPACE (203_@ NV DATA (2027) STAIR #6 IFE DEMOSTRATION 20431 LOUNGE (2007) HALL (201� WAITING (2001) COF. 2aa2 FE +41" LOBBY (2000 ASW OFC, [2009) ASW OFC. [2015 ASW ACCT'G. OFC. [20 ASW DIRECTOR OFC. (Z04 ASW QA MGR. OFC. 2017 1 f 12 e e 2 12 12 7 8. 9. 6. 10._ F 12. 13. 14. 15. 2 OPEN OFC. (2053) OFC. (2052) 2052 ELECTRICAL PLAN SYMBOLS G3 7. L 5. 4. 3. I- F 1. 8'x8' WORKSTATION TYP. 2■ • 0 E OFC. (2 734) FE ASW SPARE OFC. (2024) BOARD ROOM (2035) HALL (2025) 4 I 0 BREAK (2026 v +72 +72 ", {) -- - {>.= H.R. OFC. 2023) ASW FIL S. 2022) ASW VISITOR OFC. (2006 HALL (2008) U� U HALL (2013) 2 ASW DIRECTOR OFC, 2021) 2 SPARE OFC. (2020) HALL [2010 HALL 2016 2 LOBBY [1000 BELOW ASW SCM MGR. OFC. 2011) ASW LSM MGR. OFC. (2012) ASW VICE PRES. OFC. 2019) 4 NOTES (N PARTIAL FLOOR PLAN I. MOVEABLE FURNITURE SYSTEMS BY OTHERS. 7 1/8" 2. INSTALL (2) LAYERS OF %' GWB FOR WOOD BASE TERMINATION. bo B 5O 0 ir KEYPLAN (6) OK) 16C irUK COD COMMA CE I ?PROVED JAN 09 q OfTu (v'ila j RECEIVE NOV 2 4 200 PERMIT CEN1 . ') nal G - - 1■ OFC. 2 t r (2051) - - t 17' -9" 11 . 1 2048 G1 OFC. (2049) MEN (2058) JAN (2056) ELS WORK R! =?1 M [2040) ALIGN WOMEN (2055) WOMEN HALL (20 (2057) PREP. SPACE (203_@ NV DATA (2027) STAIR #6 IFE DEMOSTRATION 20431 LOUNGE (2007) HALL (201� WAITING (2001) COF. 2aa2 FE +41" LOBBY (2000 ASW OFC, [2009) ASW OFC. [2015 ASW ACCT'G. OFC. [20 ASW DIRECTOR OFC. (Z04 ASW QA MGR. OFC. 2017 1 f 12 e e 2 12 12 7 8. 9. 6. 10._ F 12. 13. 14. 15. 2 OPEN OFC. (2053) OFC. (2052) 2052 ELECTRICAL PLAN SYMBOLS G3 7. L 5. 4. 3. I- F 1. 8'x8' WORKSTATION TYP. 2■ • 0 E OFC. (2 734) FE ASW SPARE OFC. (2024) BOARD ROOM (2035) HALL (2025) 4 I 0 BREAK (2026 v +72 +72 ", {) -- - {>.= H.R. OFC. 2023) ASW FIL S. 2022) ASW VISITOR OFC. (2006 HALL (2008) U� U HALL (2013) 2 ASW DIRECTOR OFC, 2021) 2 SPARE OFC. (2020) HALL [2010 HALL 2016 2 LOBBY [1000 BELOW ASW SCM MGR. OFC. 2011) ASW LSM MGR. OFC. (2012) ASW VICE PRES. OFC. 2019) 4 NOTES (N PARTIAL FLOOR PLAN I. MOVEABLE FURNITURE SYSTEMS BY OTHERS. 7 1/8" 2. INSTALL (2) LAYERS OF %' GWB FOR WOOD BASE TERMINATION. bo B 5O 0 ir KEYPLAN (6) OK) 16C irUK COD COMMA CE I ?PROVED JAN 09 q OfTu (v'ila j RECEIVE NOV 2 4 200 PERMIT CEN1 ' :15 . RF.5 ;;:. :•.. =:.;kl . RF5:.: 9, B I RF1 F10 I RF10 1 1 1 1 _Ir J LIGHT FIXTURE TYPES RF1 LIGHTOLIER 6" DIA. CALCULITE RECESSED COMPACT FLUORESCENT WHITE TRIM W/ CLEAR REFLECTOR - 26W RF2 LIGHTOLIER 3Y2' LYTEPOINTS RECESSED 300 SERIES SLOT APERTURE MR16 - 50W STAINLESS STEEL TRIM RF3 LIGHTOLIER RECESSED LINEAR A SERIES PAR 30 75W RF4 GOTHAM LIGHTING CANDEO 10" RECESSED COMPACT FLUORESCENT - 32W APERTURE AND DIFFUSER COLOR WHITE RF5 LIGHTOLIER CALCULITE 4%" X 4Y' SQUARE RECESSED COMPACT FLUORESCENT - 26W RF6 LIGHTOLIER WAL -LYTER HP RECESSED WALL WASHER - 40W RF7 LIGHTOLIER WAL -LYTER HP RECESSED WALL WASHER W/ DRYWALL FRAME - 40W RF8 LIGHTOLIER XP 2' x 4' RECESSED FLUORESCENT W/ 3 - T8 LAMPS AND LENSE RF9 LIGHTOLIER COFFAIRE 2' x 4' RECESSED FLUORESCENT W/ 2 - T8 LAMPS - BASKET TYPE REFLECTOR PF3 V,T PF PF3 PF PF3 PF2 C9 -0"il B) ) RF11 RF12 PF1 PF2 PF3 PF4 PF5 RF10 mmMU LIGHTOLIER 3'/2" LYTEPOINTS RECESSED 300 SERIES DROP GLASS CYLINDER MR16 - 50W � [ - I _. RF10 LIGHTOLIER COFFAIRE 11 2' x 2' ALTER RECESSED FLUORESCENT W/ 2 T5 BIAX LAMPS - BASKET TYPE REFLECTOR LIGHTOLIER 3�2" LYTEPOINTS RECESSED 300 SERIES W/ ADJUSTABLE GIMBAL RING MR16 - 50W - STAINLESS STEEL FINISH LIGHTOLIER 8' BASELYTE SUSPENDED INDIRECT FLUORESCENT W/ 2 - T8 LAMPS LIGHTOLIER SW STRIP 1 X 4 FLUORESCENT LIGHT FIXTURE W/ 2 - T8 LAMPS - CHAIN HUNG LIGHTOLIER SV STRIP 1 X 8 FLUORESCENT W/ 4 - T5 LAMPS 0 0 0 ICJ 0 RF10 RF10 ■ 11 1111 . 11 RF10 RF10 I C' -0" _ — n f f PF2 rr3 - - ----- ' 11X3 II 11 u . QFF1 RF10 RF10 1 I� .9•-0» 1 B RF10 RF1 f FF1 LEI LIGHTOLIER 9" PERFORMANCE PENDALYTE 50W TITANIUM FINISH W/ GRAY POWER HEAD - 42W WS3 LIGHTOLIER 4' BASELYTE WS4 SUSPENDED INDIRECT W/ 2 - T8 LAMPS TL1 TBD r i) 0 CJ 1 1 I 0 PF6 LIGHTOLIER 4' ARCHITECTURAL PROFILES F7700 SERIES ALUMINUM FINISH -54W PF7 DELRAY LIGHTING 9" ASPECT REFLECTOR W/ FROSTED GLASS LUMINAIRE SILVER PAINT FINISH 26W W/ DIMMER WS1 TRANSLITE SONOMA POLOMAR 4 WALL SCONCE (FINISHES TO BE DETERMINED) 1 1 WS2 TRANSLITE SONOMA PHANTAJACK WALL ACCENT LIGHT HORIZONTAL MOUNT ALUMINUM FINISH MR16 TRANSLITE SONOMA ULTRASLIM WALL ACCENT LIGHT HORIZONTAL MOUNT ALUMINUM FINISH 18" STEMS TRANSLITE SONOMA TRACK LIGHTING LIANA TRACK W/ CEILING MOUNTED ANCHOR HARDWARE POLISHED NICKEL FINISH W/ ROTOR HEADS EXIT SIGNAGE ALL OFFICE AREA EXIT SIGNS TO BE EDGE -LITE SERIES W/ CLEAR ACRYLIC FACE CJ 1 ♦� RF6 RF6 RF6 RH RF6 I . ♦ ... \ V. —0 RFC RF10 RH 1► ♦ 1► 4t4h8 ♦ ►♦ 1 PF3 Q 1 ♦♦ I -O, - B� 1F6 . .. RF5 Q RF1 ♦ ♦ 40* • • - -�,/ CEILING NOTES [ RF10 [J I 0 �I 1 RF1 1•I 1 1 1. SEE SHEET A7.2 FOR SUSPENDED CEILING DETAILS AND INSTALLATION NOTES. 2. ELECTRICAL CONTRACTOR SHALL INSTALL EMERGENCY EGRESS LIGHTING WITHIN TENANT SPACE TO PROVIDE A MINIMUM OF 1 FOOTCANDLE AT THE WALKING SURFACE. THIS IS IN ACCORDANCE WITH IBC SECTION 1006, ELECTRICAL CONTRACTOR SHALL MEASURE EXISTING EGRESS LIGHTING LEVELS IN THE CORRIDOR AND LOBBY AND ADD FIXTURES AS MAY BE REQUIRED TO MAINTAIN THE 1 FOOTCANDLE LEVEL TO THE EXIT DISCHARGE. F'.F1 QFF1 'F1 Q PF1 Q FF1 • L Th D 1 , 1111111 115 MI r - _ -_- - vll -_ -_ - - - - - RF10 t3 1 RF10 RF10 a ■ -0" BD 0 +® 9 1! J 1 RF10 RF1 - - -- ® - RF10 1RF10 II F F3 Ea 10 L _ ■1 ) RF10 RF10 I RF10 I III ri \ „ 1 I RF10 'I F ! " Ii i I Rr1v B I_ RF10 RF10 1- RF10 1 RF10 R5 1 _ RF10 E - 0» -J-B 1 1. J i . PF PF /7 I ( � ty 2 77 I X3 1/8" 1 RF10 I1 RF10 El 68-so D 4 1 KEYPLAN rTq (F) (H) J� OK) LE COMPLIAMt JAN 09 2009 T '.ul1 I PARTIAL SECOND CEILING PLAN RECEIVED NOV 2 4 2000 PERMIT CENTER co 0 0 Z J_ w 0 0 O U uJ —1 0 w F- Q 0 N c4 cc J w 2 w U Z J W J I sheet N F- U w U A5.1 N N co W 0 FINISH MATERIALS SCHEDULE GENEAL NOTES 1. P -1 TO BE TYPICAL WALL COLOR UNLESS NOTED OTHERWISE. 2. ALL FLOORING TRANSITIONS TO BE LOCATED AT CENTERLINE OF DOORS UNLESS SHOWN OR NOTED OTHERWISE. 3. PAINT FIRE EXTINGUISHER CABINETS TO MATCH WALLS. (TYPICAL) FLOOR FINISHES CONCRETE F -0 WOOD FLOORING F -1 EPDXY TERRAZZO FLOORING F -2 3 F -2A CARPET - BROADLOOM DIRECT GLUE F -3 BENTLEY, SCAN, MRI 404192 INVISTA ANTRON LEGACY NYLON CONTACT: JULIET SCHWALBACH 206 - 729 -7745 F -4 BENTLEY, AU COURANT, GRANDE DAME, 403023 INVISTA ANTRON LEGACY NYLON F -5 F -17 CARPET- MODULAR RUBBER SHEET F -11 LINOLEUM VINYL TILE F -13 F -14 CERAMIC TILE F -15 BASE B -1 B -1A B -2 B -3 WALL FINISHES PAINT TY P -1 P. P -2 P -3 P -4 P -5 P -10 P -11 P -14 P -15 WALL TILE WT -1 CONCRETE FLOOR, SEALED 2' BAMBOO PLANK TERAGREN, SYNERGY, JAVA FINISH CONTACT: 206- 842 -9677 g" EPDXY TERRAZZO, WHITE WITH MOISTURE BLOCK 3/8" MANHATTAN AMERICAN ZINC "T" AND "L" DIVIDER SCREEDS TYP. BETWEEN COLORS, OR AS NOTED SPECIMEN# EX -04 -46 CONTACT: NATIONAL TERRAZZO & MOSAIC 800 - 323 -9736 $" EPDXY TERRAZZO, WHITE WITH MOISTURE SPECIMEN# EX- 04 -46, MODIFIED WITH 20% ADDITIONAL IUNAL DARK BLUE GLASS CHIP BENTLEY, SCAN, PRICE CHECK, 404180 INVISTA ANTRON LEGACY NYLON F -6 BENTLEY, HEATH, ARIZONA, 888823 ULTRON CF NYLON F -16 SHAW, NEAT, CHARCOAL, 12119 SOLUTION DYED P.E.T. POLYESTER DELETED F -7 MODULAR 18" SQ. TILE - MOC INTERFACE, TATAMI, MIYAKO, 1852 4' TURN INSTALLATION ADD 2% FOR ATTIC STOCK, TYP. ALL CARPET TILE CONTACT: KIPPEN WESTPHAL 206- 282 -6664 F -8 MODULAR 18" SQ. TILE - MOC INTERFACE, TATAMI, TOTTORI, 1853 :" TURN INSTALLATION ADD 2% FOR ATTIC STOCK, TYP. ALL CARPET TILE F -9 MODULAR 18" SQ. TILE - MOC INTERFACE, MENAGERIE, DOWN, 4956 :" TURN INSTALLATION ADD 2% FOR ATTIC STOCK, TYP. ALL CARPET TILE F -10 GERBERT LTD, ECO SURFACES, ECO SAND, BEACH BUM, 1000 ROLL 48 "WIDTH, A. THICKNESS, ECO SEAL RUBBER FLOOR SEALER PER MANUF. INSTRUCTIONS CONTACT: MARC LAPSLEY 425 - 453 -6190 GERBERT LTD, ECO SURFACES, ECO SAND, CALAMARI, 10041 ECO SEAL RUBBER FLOOR SEALER PER MANUF. INSTRUCTIONS F -12 ARMSTRONG, MARMORETTE, SAND, 19092 RIKETT QUARTZ, 24" SQ., PARCHMENT, #115 RIKETT QUARTZ, 24" SQ., LIGHT BLACK, #084 24" x 24" FLOOR TILE - PENTAL ECOTECH - COLOR TBD 4" CHERRY, FINISH TO MATCH FLOORING 6" CHERRY, FINISH TO MATCH FLOORING RUBBER, 4 =BASE, ROPPE, PINNACLE BLACK, TSRP100 120' ROLL 6" x 12" CERAMIC TILE BASE- DALTILE POREALTO - COLOR TBD BENJAMIN MOORE, NOVEMBER RAIN, 2142 -60, EGGSHELL BENJAMIN MOORE, AMAZON GREEN, 2136 -30, EGGSHELL ICI, COPPER PENNY, 363, EGGSHELL BENJAMIN MOORE, FALL HARVEST, 2168 -10, EGGSHELL ICI, VALENCIA, 375, EGGSHELL P -6 BENJAMIN MOORE, POLO BLUE, 2062 -10, ENAMEL RESTROOM PARTITIONS P -7 ZOLATONE ILLUMINATIONS, MORE NEUTRALS, ZFX -GC508 CONTACT: (888) 965 -2866 P -8 BENJAMIN MOORE, DEEP POINSETTIA, 2091 -30, EGGSHELL P -9 MATTHEWS PAINT COMPANY, DURONIC BRONZE METALLIC, MP20147 FULL GLOSS ICI, DRY GOODS, 694, SHEEN VARIES, INVENTORY RM. CEILING P -12 ICI, CIELO BLANCO, 2003, RESTROOM CEILING & SECOND FLOOR COORIDOR P -13 ICI, GREY SQUIRREL, 581, SHEEN VARIES, BREAKROOM CEILING & INVENTORY RM. EXPOSED HVAC, EXPOSED COLUMNS ICI, AMERICAN EAGLE, 515, EGGSHELL, INVENTORY RM. CONDIUT DALTILE WITTENHOUSE SQUARE COLOR K775 WALL COVERING W -1 KNOLL TEXTILES, ADAPTATION, WC182 /3B BEST LIGHT CONTACT: SUSIE HANSEN 206 - 652 -2780 W -2 KNOLL TEXTILES, ADAPTATION, WC182/9B FADE IN W -3 MAHARAM, MARQUEE 463890 006 AEGEAN, 54" WIDE, 57% POLYESTER, 43% POLYOLEFIN ON 3/8" SNAP -TEX WALLSYSTEM, SQUARE EDGE PROFILE, ACOUSTICAL BAT FILL WITH PLYWOOD BACKER BEHIND TELEVISION W-4 MAHARAM, WHIRLWIND, 394001, BRUSHED ALUMINUM. 012, LOUNGE 2007 W -5 TACKBOARD, ECO SURFACES, ECOSAND, CALAMARI W -6 WOLF GORDON, MINIERE, DOLOMITE, MRE 6202, SECOND FLOOR BOARDROOM CONTACT: 1- 800 - 347 -0550 W -7 WOLF GORDON, MINIERE, OXIDE, MRE 6211, SECOND FLOOR LOBBY W -8 MAHARAM, INTEND, 398790, SESAME 005, EXECUTIVE OFFICES W -9 MAHARAM, DUAL, LEMONGRASS, 004, SEATING AREA W -10 SOLID SURFACE SS -1 SS -2 STONE - SLAB ST -1 WOOD WD -1 WD -2 WD -3 PLASTIC LAMINATE PL -1 PL -2 PL -3 PL -4 PL -5 PL -6 PL -7 PL -8 PL -9 METAL MTL -1 MTL -2 GLASS GL -1 GL-2 GL-3 CEILING TYPES A B D E F WOOD DOOR HARDWARE FINISH US26D (TYPICAL) LOCK & TBD LATCHSETS HINGES CLOSERS STOPS KICKPLATE GLASS DOOR HARDWARE PULLS WOOD DOOR FRAMES FR -1 TIMELY, TA -28 ALUMINUM CASING, ALUMATONE SC108 WALL PROTECTION WP -1 BLIND B -1 PLUMBING FIXTURES PF -1 PF -2 PF -3 PF -4 TBD DUPONT CORIAN, COBALT - RESTROOM COUNTER, SPLASH DUPONT CORIAN, WHITE - INTEGRAL UNDERMOUNT BOWL 3CM ABSOLUTE BLACK GRANITE, POLISHED CONTACT: LEE HOJIN PENTAL 206 - 255 -1714 MAPLE STAINED TO MATCH ARCHITECTS SAMPLE BRAEWOOD PREFINISHED QTR. CLASSIC MAHOGANY 844/00/Y17 PF CONTACT: CPS GARTEN 1 -800- 367 -8505 BRAEWOOD PREFINISHED F/C CHERRY 8- 913 /MER PF NEVAMAR, S2006T, JUTE, WORKROOM CABINETS FORMICA, 909 -42, BLACK, SPARKLE FINISH, BREAKROOM COUNTER NEVAMAR, MR5006T, WINTERGREEN MATRIX, BREAKROOM CABINETS WILSONART, 4841 -60, DESERT ZEPHYR WILSONART, 7054 -60, WILD CHERRY, MOC CABINET WILSONART, 1787 -60, OXIDE, LUNCHROOM TABLES WILSONART, 1786 -60, VERDI OXIDE, LUNCHROOM TABLES WILSONART, 4657 -60, GREEN LEGACY, MOC COUNTER PIONITE, AV781 -S, SAGE CORAL, 2018 WORKSURFACE BRUSHED STAINLESS STEEL TRIM AT GLASS DOORS AND SIDELITES UNA CLAD SERIES 200 REVEAL JOINT COLUMN S200 -00A KYNAR 500, 3 COAT, PAINT P -9 TEMPERED GLASS, CLEAR TEMPERED GLASS, BENDHEIM WAKG -140, SATINTECH SPECIALTY ETCHED GLASS, OR EQUAL 1/4" OVER 1/4" LAMINATED ANNEALED GLASS, IMAGING SCIENCES, WITH STD WHITE FILM LAYER IN PVB 2ND FLOOR CONFERENCE CONTACT: 1- 800 - 650 -9056 SUSPENDED GYPSUM WALLBOARD GRID SYSTEM BY ARMSTRONG OR APPROVED EQUAL, LOW VOC PAINT, EGGSHELL, SEE CEILING PLAN FOR SELECTED COLOR LOCATIONS LAY -IN T -BAR ACOUSTICAL TILE SYSTEM ARMSTRONG ULTIMA, 1911, 2' x 2' TILE, BEVELED TEGULAR ARMSTRONG 15A6' EXPOSED TEE GRID, WHITE LAY -IN T -BAR ACOUSTICAL TILE SYSTEM ARMSTRONG OPTIMA OPEN PLAN, 3255, 4' X 4' TILE, NRC =95, ARMSTRONG 15 /16' PRELUDE EXPOSED TEE GRID, WHITE EXPOSED STRUCTURE SUSPENDED WOOD CEILING, ARMSTRONG, WOODWORKS PERFORATED PLANKS, NATURAL CHERRY FINISH LAY -IN T -BAR ACOUSTICAL TILE SYSTEM ARMSTRONG DUNE, 2' X 4' TILE STANLEY OR APPROVED NORTON OR APPROVED BY HARDWARE SUPPLIER 18" HIGH CR LAWRENCE 48" 1Ya" DIA. BRUSHED STAINLESS STEEL LADDER PUSH /PULLS PAWLING CG -52 16 GA. STAINLESS STEEL 1" X 4' #4 FINISH SIZE PER OPENING HT. NEW, LEVOLOR RIVIERA OR BALI EQUAL AMERICAN STANDARD WASHBROOK FLOWISE .5 URINAL - WHITE AMERICAN STANDARD AFWALL ELONGATED TOILET - WHITE TOTO VERINA DESIGN II LAVATORY - LT155 - WHITE KOHLER TOUCHLESS ELECTRONIC FAUCET K- 10951 -4 -CP POLISHED CHROME 7 4 FINISH NOTES 1. SEE ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL RESTROOM WALL FINISHES. 2. REMOVE EXISTING ACCENT CARPET AND REPLACE ENTIRE SECTION WITH NEW. 3. TRANSITION FROM EXISTING CARPET TO NEW CARPET. 4. EXISTING CARPET TO REMAIN THIS OFFICE. b 08- 5 6d PARTIAL 2nd FINISH PLAN 717 1/8" RECEIVED NOV 2 4 2008 PEHMI F cENTEH 07 -20 -06 11 -24 -08 I I PERMIT SET revision \ O FINISH MATERIALS SCHEDULE GENEAL NOTES 1. P -1 TO BE TYPICAL WALL COLOR UNLESS NOTED OTHERWISE. 2. ALL FLOORING TRANSITIONS TO BE LOCATED AT CENTERLINE OF DOORS UNLESS SHOWN OR NOTED OTHERWISE. 3. PAINT FIRE EXTINGUISHER CABINETS TO MATCH WALLS. (TYPICAL) FLOOR FINISHES CONCRETE F -0 WOOD FLOORING F -1 EPDXY TERRAZZO FLOORING F -2 3 F -2A CARPET - BROADLOOM DIRECT GLUE F -3 BENTLEY, SCAN, MRI 404192 INVISTA ANTRON LEGACY NYLON CONTACT: JULIET SCHWALBACH 206 - 729 -7745 F -4 BENTLEY, AU COURANT, GRANDE DAME, 403023 INVISTA ANTRON LEGACY NYLON F -5 F -17 CARPET- MODULAR RUBBER SHEET F -11 LINOLEUM VINYL TILE F -13 F -14 CERAMIC TILE F -15 BASE B -1 B -1A B -2 B -3 WALL FINISHES PAINT TY P -1 P. P -2 P -3 P -4 P -5 P -10 P -11 P -14 P -15 WALL TILE WT -1 CONCRETE FLOOR, SEALED 2' BAMBOO PLANK TERAGREN, SYNERGY, JAVA FINISH CONTACT: 206- 842 -9677 g" EPDXY TERRAZZO, WHITE WITH MOISTURE BLOCK 3/8" MANHATTAN AMERICAN ZINC "T" AND "L" DIVIDER SCREEDS TYP. BETWEEN COLORS, OR AS NOTED SPECIMEN# EX -04 -46 CONTACT: NATIONAL TERRAZZO & MOSAIC 800 - 323 -9736 $" EPDXY TERRAZZO, WHITE WITH MOISTURE SPECIMEN# EX- 04 -46, MODIFIED WITH 20% ADDITIONAL IUNAL DARK BLUE GLASS CHIP BENTLEY, SCAN, PRICE CHECK, 404180 INVISTA ANTRON LEGACY NYLON F -6 BENTLEY, HEATH, ARIZONA, 888823 ULTRON CF NYLON F -16 SHAW, NEAT, CHARCOAL, 12119 SOLUTION DYED P.E.T. POLYESTER DELETED F -7 MODULAR 18" SQ. TILE - MOC INTERFACE, TATAMI, MIYAKO, 1852 4' TURN INSTALLATION ADD 2% FOR ATTIC STOCK, TYP. ALL CARPET TILE CONTACT: KIPPEN WESTPHAL 206- 282 -6664 F -8 MODULAR 18" SQ. TILE - MOC INTERFACE, TATAMI, TOTTORI, 1853 :" TURN INSTALLATION ADD 2% FOR ATTIC STOCK, TYP. ALL CARPET TILE F -9 MODULAR 18" SQ. TILE - MOC INTERFACE, MENAGERIE, DOWN, 4956 :" TURN INSTALLATION ADD 2% FOR ATTIC STOCK, TYP. ALL CARPET TILE F -10 GERBERT LTD, ECO SURFACES, ECO SAND, BEACH BUM, 1000 ROLL 48 "WIDTH, A. THICKNESS, ECO SEAL RUBBER FLOOR SEALER PER MANUF. INSTRUCTIONS CONTACT: MARC LAPSLEY 425 - 453 -6190 GERBERT LTD, ECO SURFACES, ECO SAND, CALAMARI, 10041 ECO SEAL RUBBER FLOOR SEALER PER MANUF. INSTRUCTIONS F -12 ARMSTRONG, MARMORETTE, SAND, 19092 RIKETT QUARTZ, 24" SQ., PARCHMENT, #115 RIKETT QUARTZ, 24" SQ., LIGHT BLACK, #084 24" x 24" FLOOR TILE - PENTAL ECOTECH - COLOR TBD 4" CHERRY, FINISH TO MATCH FLOORING 6" CHERRY, FINISH TO MATCH FLOORING RUBBER, 4 =BASE, ROPPE, PINNACLE BLACK, TSRP100 120' ROLL 6" x 12" CERAMIC TILE BASE- DALTILE POREALTO - COLOR TBD BENJAMIN MOORE, NOVEMBER RAIN, 2142 -60, EGGSHELL BENJAMIN MOORE, AMAZON GREEN, 2136 -30, EGGSHELL ICI, COPPER PENNY, 363, EGGSHELL BENJAMIN MOORE, FALL HARVEST, 2168 -10, EGGSHELL ICI, VALENCIA, 375, EGGSHELL P -6 BENJAMIN MOORE, POLO BLUE, 2062 -10, ENAMEL RESTROOM PARTITIONS P -7 ZOLATONE ILLUMINATIONS, MORE NEUTRALS, ZFX -GC508 CONTACT: (888) 965 -2866 P -8 BENJAMIN MOORE, DEEP POINSETTIA, 2091 -30, EGGSHELL P -9 MATTHEWS PAINT COMPANY, DURONIC BRONZE METALLIC, MP20147 FULL GLOSS ICI, DRY GOODS, 694, SHEEN VARIES, INVENTORY RM. CEILING P -12 ICI, CIELO BLANCO, 2003, RESTROOM CEILING & SECOND FLOOR COORIDOR P -13 ICI, GREY SQUIRREL, 581, SHEEN VARIES, BREAKROOM CEILING & INVENTORY RM. EXPOSED HVAC, EXPOSED COLUMNS ICI, AMERICAN EAGLE, 515, EGGSHELL, INVENTORY RM. CONDIUT DALTILE WITTENHOUSE SQUARE COLOR K775 WALL COVERING W -1 KNOLL TEXTILES, ADAPTATION, WC182 /3B BEST LIGHT CONTACT: SUSIE HANSEN 206 - 652 -2780 W -2 KNOLL TEXTILES, ADAPTATION, WC182/9B FADE IN W -3 MAHARAM, MARQUEE 463890 006 AEGEAN, 54" WIDE, 57% POLYESTER, 43% POLYOLEFIN ON 3/8" SNAP -TEX WALLSYSTEM, SQUARE EDGE PROFILE, ACOUSTICAL BAT FILL WITH PLYWOOD BACKER BEHIND TELEVISION W-4 MAHARAM, WHIRLWIND, 394001, BRUSHED ALUMINUM. 012, LOUNGE 2007 W -5 TACKBOARD, ECO SURFACES, ECOSAND, CALAMARI W -6 WOLF GORDON, MINIERE, DOLOMITE, MRE 6202, SECOND FLOOR BOARDROOM CONTACT: 1- 800 - 347 -0550 W -7 WOLF GORDON, MINIERE, OXIDE, MRE 6211, SECOND FLOOR LOBBY W -8 MAHARAM, INTEND, 398790, SESAME 005, EXECUTIVE OFFICES W -9 MAHARAM, DUAL, LEMONGRASS, 004, SEATING AREA W -10 SOLID SURFACE SS -1 SS -2 STONE - SLAB ST -1 WOOD WD -1 WD -2 WD -3 PLASTIC LAMINATE PL -1 PL -2 PL -3 PL -4 PL -5 PL -6 PL -7 PL -8 PL -9 METAL MTL -1 MTL -2 GLASS GL -1 GL-2 GL-3 CEILING TYPES A B D E F WOOD DOOR HARDWARE FINISH US26D (TYPICAL) LOCK & TBD LATCHSETS HINGES CLOSERS STOPS KICKPLATE GLASS DOOR HARDWARE PULLS WOOD DOOR FRAMES FR -1 TIMELY, TA -28 ALUMINUM CASING, ALUMATONE SC108 WALL PROTECTION WP -1 BLIND B -1 PLUMBING FIXTURES PF -1 PF -2 PF -3 PF -4 TBD DUPONT CORIAN, COBALT - RESTROOM COUNTER, SPLASH DUPONT CORIAN, WHITE - INTEGRAL UNDERMOUNT BOWL 3CM ABSOLUTE BLACK GRANITE, POLISHED CONTACT: LEE HOJIN PENTAL 206 - 255 -1714 MAPLE STAINED TO MATCH ARCHITECTS SAMPLE BRAEWOOD PREFINISHED QTR. CLASSIC MAHOGANY 844/00/Y17 PF CONTACT: CPS GARTEN 1 -800- 367 -8505 BRAEWOOD PREFINISHED F/C CHERRY 8- 913 /MER PF NEVAMAR, S2006T, JUTE, WORKROOM CABINETS FORMICA, 909 -42, BLACK, SPARKLE FINISH, BREAKROOM COUNTER NEVAMAR, MR5006T, WINTERGREEN MATRIX, BREAKROOM CABINETS WILSONART, 4841 -60, DESERT ZEPHYR WILSONART, 7054 -60, WILD CHERRY, MOC CABINET WILSONART, 1787 -60, OXIDE, LUNCHROOM TABLES WILSONART, 1786 -60, VERDI OXIDE, LUNCHROOM TABLES WILSONART, 4657 -60, GREEN LEGACY, MOC COUNTER PIONITE, AV781 -S, SAGE CORAL, 2018 WORKSURFACE BRUSHED STAINLESS STEEL TRIM AT GLASS DOORS AND SIDELITES UNA CLAD SERIES 200 REVEAL JOINT COLUMN S200 -00A KYNAR 500, 3 COAT, PAINT P -9 TEMPERED GLASS, CLEAR TEMPERED GLASS, BENDHEIM WAKG -140, SATINTECH SPECIALTY ETCHED GLASS, OR EQUAL 1/4" OVER 1/4" LAMINATED ANNEALED GLASS, IMAGING SCIENCES, WITH STD WHITE FILM LAYER IN PVB 2ND FLOOR CONFERENCE CONTACT: 1- 800 - 650 -9056 SUSPENDED GYPSUM WALLBOARD GRID SYSTEM BY ARMSTRONG OR APPROVED EQUAL, LOW VOC PAINT, EGGSHELL, SEE CEILING PLAN FOR SELECTED COLOR LOCATIONS LAY -IN T -BAR ACOUSTICAL TILE SYSTEM ARMSTRONG ULTIMA, 1911, 2' x 2' TILE, BEVELED TEGULAR ARMSTRONG 15A6' EXPOSED TEE GRID, WHITE LAY -IN T -BAR ACOUSTICAL TILE SYSTEM ARMSTRONG OPTIMA OPEN PLAN, 3255, 4' X 4' TILE, NRC =95, ARMSTRONG 15 /16' PRELUDE EXPOSED TEE GRID, WHITE EXPOSED STRUCTURE SUSPENDED WOOD CEILING, ARMSTRONG, WOODWORKS PERFORATED PLANKS, NATURAL CHERRY FINISH LAY -IN T -BAR ACOUSTICAL TILE SYSTEM ARMSTRONG DUNE, 2' X 4' TILE STANLEY OR APPROVED NORTON OR APPROVED BY HARDWARE SUPPLIER 18" HIGH CR LAWRENCE 48" 1Ya" DIA. BRUSHED STAINLESS STEEL LADDER PUSH /PULLS PAWLING CG -52 16 GA. STAINLESS STEEL 1" X 4' #4 FINISH SIZE PER OPENING HT. NEW, LEVOLOR RIVIERA OR BALI EQUAL AMERICAN STANDARD WASHBROOK FLOWISE .5 URINAL - WHITE AMERICAN STANDARD AFWALL ELONGATED TOILET - WHITE TOTO VERINA DESIGN II LAVATORY - LT155 - WHITE KOHLER TOUCHLESS ELECTRONIC FAUCET K- 10951 -4 -CP POLISHED CHROME 7 4 FINISH NOTES 1. SEE ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL RESTROOM WALL FINISHES. 2. REMOVE EXISTING ACCENT CARPET AND REPLACE ENTIRE SECTION WITH NEW. 3. TRANSITION FROM EXISTING CARPET TO NEW CARPET. 4. EXISTING CARPET TO REMAIN THIS OFFICE. b 08- 5 6d PARTIAL 2nd FINISH PLAN 717 1/8" RECEIVED NOV 2 4 2008 PEHMI F cENTEH ___- ..- -.__ -- I I \ I- - --� L_ -.._..__ _ __.._____________ _____..____ -_ / -, _ cro __ -._- ._._ -__ IT 0 0 I I 0 O \� --I I \J 0 \‘\ i _. 7 r D � (2058) MEN �� D C WOMEN I ,. �; .\ e� LOBBY (2004) I \ ~ N. LOBBY (1000 BELOW DN. (20577) .-•_.- 0 0 \ ry I\ JAN c056� _ \A OMEN (2055) .__zi.,P\I HALL (� -,+� (2054 L ELS WORK ROOM (2040 4 , / \ 11 DEMOSTRATION I J F-4 J B-- 1A WAITING (2001) GL -1 (20 43 PL- YI AEROSPACE CONF. (240 P -11 F 4 B -1A F -1 F - -4 0,, .`. ___--- P -2 P -t B-2 B -1A P 11 12002. P -11 OPEN OFC. (2053) I I .- I I CJJ -` ASW ACCT'G. OFC. ] -- VIII o / P t W-4 � / t \ / ASW �j VISITOR ' ( OFC. t✓ 4 p \ ^ �1LOMEN___ MAN_ vd 8 I ASW (20 - MTL -2] ! F _6 ! (2Q45) ( 047 B LOUNGE _I B DIRECTOR I OFC. F- El T a n F -I15 [ STOR : _-_ : (2041 / c� 007 4 .o I F -3 � B -21 J _ - ® HALL .(2005) F -6 J F -6 F -5 J ;�► 9 TT E3 -1A B -tA B -2 - [ B -2 / / / � \ F -5 F 5 v b\/ g e -lA 2 CPT. PATT. CIRECTION g -tA ' F� �% (.4g14.) \ � \ S T- I _ I L HALL I F 5 F -6 I 1 I I I - - - -� \ 2 B -2 �� B to B -2 ( 1 I I ASW OFC. (2009) 2010 1 t yr HALL ASW ®/ Q/ PREP. / / S PACE (2036) / [ P - F -6 B -2 SCM MGR. OFC. I (2011) OFC. - _ ") ' , 2008 t II FP-- F (2048 J LIJ LL _r - - P 11 I _ _.F - -___ � � - - - _ I I F -11 / j ; BOARD ROOM ,/ / / / ev MTL -2 V � ) - - - - - B -2 - - �' I I r B CPT. PATT. DIRECTION - -_ __- _- _ -- - 2 � F - -5 HALL F -6 O "EN OFC. = ',$)/ • I � �I ®, / B 1A ( 201 3) r (035 P -2 I I F -6 - B -2 (2534 / / / \ B -2 J P 11i - -_ F -5 ASW OFC. \ \ B -1A (0 9) 11 �' LSD h, �� % -- - MGR. OFC. P -11 } WORK I i ( I J°' 2012 I F -6 / \ I ASW OFC. [2015 I B -2 I � A/V DATA \ 1 I - P 11 E (2014 I I' E> n a '' I N F F -6 ] B -2 J F -6 HALL 2016 B P 11 I HA LL J 7 ± !L r ®- _" _" °° °"" ""' `°' °`° `°° '°" I F -6 ASW (202A \ � - _] MGRI F -I I 1'''» w RK (2018 F B -2 �, B -1A (2017) B -2 I I E3 -2 : P,1 / L FE I 3 F -6 I HALL \ B - 2 F -6 8 -2 2025 C ) P = 2 H i \ 1 ASW SPARE OFC. I °-.J I ( ASW ~--- ASW VICE PRES. 02019 OFC. (2052 I I I AE I FIL I (20 OFC. - - -. - - -- / H.R. OFC. SPARE (2051) I DIRECTOR OFC. OFC. F -6 I F -6 I F -6 I (2024 (20200) B -2 _.._....._.__ -- _ _ .- - - _.___._._.._ P -1 (2023 (2021 I B -2 I S TAIR #6 F -6 I B -2 I B -� B_2 (E3 -L 8-2 I I B -2 I I I \ I 1 / --- I 431' i COO i i AU FINISH MATERIALS SCHEDULE GENEAL NOTES 1. P -1 TO BE TYPICAL WALL COLOR UNLESS NOTED OTHERWISE. 2. ALL FLOORING TRANSITIONS TO BE LOCATED AT CENTERLINE OF DOORS UNLESS SHOWN OR NOTED OTHERWISE. 3. PAINT FIRE EXTINGUISHER CABINETS TO MATCH WALLS. (TYPICAL) FLOOR FINISHES CONCRETE F -0 WOOD FLOORING F -1 EPDXY TERRAZZO FLOORING F -2 3 F -2A CARPET - BROADLOOM DIRECT GLUE F -3 BENTLEY, SCAN, MRI 404192 INVISTA ANTRON LEGACY NYLON CONTACT: JULIET SCHWALBACH 206 - 729 -7745 F -4 BENTLEY, AU COURANT, GRANDE DAME, 403023 INVISTA ANTRON LEGACY NYLON F -5 F -17 CARPET- MODULAR RUBBER SHEET F -11 LINOLEUM VINYL TILE F -13 F -14 CERAMIC TILE F -15 BASE B -1 B -1A B -2 B -3 WALL FINISHES PAINT TY P -1 P. P -2 P -3 P -4 P -5 P -10 P -11 P -14 P -15 WALL TILE WT -1 CONCRETE FLOOR, SEALED 2' BAMBOO PLANK TERAGREN, SYNERGY, JAVA FINISH CONTACT: 206- 842 -9677 g" EPDXY TERRAZZO, WHITE WITH MOISTURE BLOCK 3/8" MANHATTAN AMERICAN ZINC "T" AND "L" DIVIDER SCREEDS TYP. BETWEEN COLORS, OR AS NOTED SPECIMEN# EX -04 -46 CONTACT: NATIONAL TERRAZZO & MOSAIC 800 - 323 -9736 $" EPDXY TERRAZZO, WHITE WITH MOISTURE SPECIMEN# EX- 04 -46, MODIFIED WITH 20% ADDITIONAL IUNAL DARK BLUE GLASS CHIP BENTLEY, SCAN, PRICE CHECK, 404180 INVISTA ANTRON LEGACY NYLON F -6 BENTLEY, HEATH, ARIZONA, 888823 ULTRON CF NYLON F -16 SHAW, NEAT, CHARCOAL, 12119 SOLUTION DYED P.E.T. POLYESTER DELETED F -7 MODULAR 18" SQ. TILE - MOC INTERFACE, TATAMI, MIYAKO, 1852 4' TURN INSTALLATION ADD 2% FOR ATTIC STOCK, TYP. ALL CARPET TILE CONTACT: KIPPEN WESTPHAL 206- 282 -6664 F -8 MODULAR 18" SQ. TILE - MOC INTERFACE, TATAMI, TOTTORI, 1853 :" TURN INSTALLATION ADD 2% FOR ATTIC STOCK, TYP. ALL CARPET TILE F -9 MODULAR 18" SQ. TILE - MOC INTERFACE, MENAGERIE, DOWN, 4956 :" TURN INSTALLATION ADD 2% FOR ATTIC STOCK, TYP. ALL CARPET TILE F -10 GERBERT LTD, ECO SURFACES, ECO SAND, BEACH BUM, 1000 ROLL 48 "WIDTH, A. THICKNESS, ECO SEAL RUBBER FLOOR SEALER PER MANUF. INSTRUCTIONS CONTACT: MARC LAPSLEY 425 - 453 -6190 GERBERT LTD, ECO SURFACES, ECO SAND, CALAMARI, 10041 ECO SEAL RUBBER FLOOR SEALER PER MANUF. INSTRUCTIONS F -12 ARMSTRONG, MARMORETTE, SAND, 19092 RIKETT QUARTZ, 24" SQ., PARCHMENT, #115 RIKETT QUARTZ, 24" SQ., LIGHT BLACK, #084 24" x 24" FLOOR TILE - PENTAL ECOTECH - COLOR TBD 4" CHERRY, FINISH TO MATCH FLOORING 6" CHERRY, FINISH TO MATCH FLOORING RUBBER, 4 =BASE, ROPPE, PINNACLE BLACK, TSRP100 120' ROLL 6" x 12" CERAMIC TILE BASE- DALTILE POREALTO - COLOR TBD BENJAMIN MOORE, NOVEMBER RAIN, 2142 -60, EGGSHELL BENJAMIN MOORE, AMAZON GREEN, 2136 -30, EGGSHELL ICI, COPPER PENNY, 363, EGGSHELL BENJAMIN MOORE, FALL HARVEST, 2168 -10, EGGSHELL ICI, VALENCIA, 375, EGGSHELL P -6 BENJAMIN MOORE, POLO BLUE, 2062 -10, ENAMEL RESTROOM PARTITIONS P -7 ZOLATONE ILLUMINATIONS, MORE NEUTRALS, ZFX -GC508 CONTACT: (888) 965 -2866 P -8 BENJAMIN MOORE, DEEP POINSETTIA, 2091 -30, EGGSHELL P -9 MATTHEWS PAINT COMPANY, DURONIC BRONZE METALLIC, MP20147 FULL GLOSS ICI, DRY GOODS, 694, SHEEN VARIES, INVENTORY RM. CEILING P -12 ICI, CIELO BLANCO, 2003, RESTROOM CEILING & SECOND FLOOR COORIDOR P -13 ICI, GREY SQUIRREL, 581, SHEEN VARIES, BREAKROOM CEILING & INVENTORY RM. EXPOSED HVAC, EXPOSED COLUMNS ICI, AMERICAN EAGLE, 515, EGGSHELL, INVENTORY RM. CONDIUT DALTILE WITTENHOUSE SQUARE COLOR K775 WALL COVERING W -1 KNOLL TEXTILES, ADAPTATION, WC182 /3B BEST LIGHT CONTACT: SUSIE HANSEN 206 - 652 -2780 W -2 KNOLL TEXTILES, ADAPTATION, WC182/9B FADE IN W -3 MAHARAM, MARQUEE 463890 006 AEGEAN, 54" WIDE, 57% POLYESTER, 43% POLYOLEFIN ON 3/8" SNAP -TEX WALLSYSTEM, SQUARE EDGE PROFILE, ACOUSTICAL BAT FILL WITH PLYWOOD BACKER BEHIND TELEVISION W-4 MAHARAM, WHIRLWIND, 394001, BRUSHED ALUMINUM. 012, LOUNGE 2007 W -5 TACKBOARD, ECO SURFACES, ECOSAND, CALAMARI W -6 WOLF GORDON, MINIERE, DOLOMITE, MRE 6202, SECOND FLOOR BOARDROOM CONTACT: 1- 800 - 347 -0550 W -7 WOLF GORDON, MINIERE, OXIDE, MRE 6211, SECOND FLOOR LOBBY W -8 MAHARAM, INTEND, 398790, SESAME 005, EXECUTIVE OFFICES W -9 MAHARAM, DUAL, LEMONGRASS, 004, SEATING AREA W -10 SOLID SURFACE SS -1 SS -2 STONE - SLAB ST -1 WOOD WD -1 WD -2 WD -3 PLASTIC LAMINATE PL -1 PL -2 PL -3 PL -4 PL -5 PL -6 PL -7 PL -8 PL -9 METAL MTL -1 MTL -2 GLASS GL -1 GL-2 GL-3 CEILING TYPES A B D E F WOOD DOOR HARDWARE FINISH US26D (TYPICAL) LOCK & TBD LATCHSETS HINGES CLOSERS STOPS KICKPLATE GLASS DOOR HARDWARE PULLS WOOD DOOR FRAMES FR -1 TIMELY, TA -28 ALUMINUM CASING, ALUMATONE SC108 WALL PROTECTION WP -1 BLIND B -1 PLUMBING FIXTURES PF -1 PF -2 PF -3 PF -4 TBD DUPONT CORIAN, COBALT - RESTROOM COUNTER, SPLASH DUPONT CORIAN, WHITE - INTEGRAL UNDERMOUNT BOWL 3CM ABSOLUTE BLACK GRANITE, POLISHED CONTACT: LEE HOJIN PENTAL 206 - 255 -1714 MAPLE STAINED TO MATCH ARCHITECTS SAMPLE BRAEWOOD PREFINISHED QTR. CLASSIC MAHOGANY 844/00/Y17 PF CONTACT: CPS GARTEN 1 -800- 367 -8505 BRAEWOOD PREFINISHED F/C CHERRY 8- 913 /MER PF NEVAMAR, S2006T, JUTE, WORKROOM CABINETS FORMICA, 909 -42, BLACK, SPARKLE FINISH, BREAKROOM COUNTER NEVAMAR, MR5006T, WINTERGREEN MATRIX, BREAKROOM CABINETS WILSONART, 4841 -60, DESERT ZEPHYR WILSONART, 7054 -60, WILD CHERRY, MOC CABINET WILSONART, 1787 -60, OXIDE, LUNCHROOM TABLES WILSONART, 1786 -60, VERDI OXIDE, LUNCHROOM TABLES WILSONART, 4657 -60, GREEN LEGACY, MOC COUNTER PIONITE, AV781 -S, SAGE CORAL, 2018 WORKSURFACE BRUSHED STAINLESS STEEL TRIM AT GLASS DOORS AND SIDELITES UNA CLAD SERIES 200 REVEAL JOINT COLUMN S200 -00A KYNAR 500, 3 COAT, PAINT P -9 TEMPERED GLASS, CLEAR TEMPERED GLASS, BENDHEIM WAKG -140, SATINTECH SPECIALTY ETCHED GLASS, OR EQUAL 1/4" OVER 1/4" LAMINATED ANNEALED GLASS, IMAGING SCIENCES, WITH STD WHITE FILM LAYER IN PVB 2ND FLOOR CONFERENCE CONTACT: 1- 800 - 650 -9056 SUSPENDED GYPSUM WALLBOARD GRID SYSTEM BY ARMSTRONG OR APPROVED EQUAL, LOW VOC PAINT, EGGSHELL, SEE CEILING PLAN FOR SELECTED COLOR LOCATIONS LAY -IN T -BAR ACOUSTICAL TILE SYSTEM ARMSTRONG ULTIMA, 1911, 2' x 2' TILE, BEVELED TEGULAR ARMSTRONG 15A6' EXPOSED TEE GRID, WHITE LAY -IN T -BAR ACOUSTICAL TILE SYSTEM ARMSTRONG OPTIMA OPEN PLAN, 3255, 4' X 4' TILE, NRC =95, ARMSTRONG 15 /16' PRELUDE EXPOSED TEE GRID, WHITE EXPOSED STRUCTURE SUSPENDED WOOD CEILING, ARMSTRONG, WOODWORKS PERFORATED PLANKS, NATURAL CHERRY FINISH LAY -IN T -BAR ACOUSTICAL TILE SYSTEM ARMSTRONG DUNE, 2' X 4' TILE STANLEY OR APPROVED NORTON OR APPROVED BY HARDWARE SUPPLIER 18" HIGH CR LAWRENCE 48" 1Ya" DIA. BRUSHED STAINLESS STEEL LADDER PUSH /PULLS PAWLING CG -52 16 GA. STAINLESS STEEL 1" X 4' #4 FINISH SIZE PER OPENING HT. NEW, LEVOLOR RIVIERA OR BALI EQUAL AMERICAN STANDARD WASHBROOK FLOWISE .5 URINAL - WHITE AMERICAN STANDARD AFWALL ELONGATED TOILET - WHITE TOTO VERINA DESIGN II LAVATORY - LT155 - WHITE KOHLER TOUCHLESS ELECTRONIC FAUCET K- 10951 -4 -CP POLISHED CHROME 7 4 FINISH NOTES 1. SEE ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL RESTROOM WALL FINISHES. 2. REMOVE EXISTING ACCENT CARPET AND REPLACE ENTIRE SECTION WITH NEW. 3. TRANSITION FROM EXISTING CARPET TO NEW CARPET. 4. EXISTING CARPET TO REMAIN THIS OFFICE. b 08- 5 6d PARTIAL 2nd FINISH PLAN 717 1/8" RECEIVED NOV 2 4 2008 PEHMI F cENTEH - - - - (1 ! ' •I }II 1 !' i ` ;;i j1 1t ) i (1`I; , i i t ' 'i1(1 'I I I , ti `,Tt ' i l 1) ,+ t ;I ii s �1 , 1 i ' 1 i ir ! 1 �, 1 t1 ? ? � \li'1 III" ii /1 l, fi ; f i 1 I I 1 l;1!il / 1 1 \il ;i 1` t � }il iliil •1i(++ ` }9 i f f i ' iII( ,I. it • = i ll 1 ! 1Ih if 1 1, t l 1 \ t (,i iI ` \I f I IIii f i -- _ ---- ` I ; ji "I ' f f I I )1 i 1 1 ii 1 ' Hi I' /1 1'1 f (1 1' ii k I I ' r!!. t,Il t i 1' t t'+ ! : - 'tl 1 ! , }111 ) I;I1l)iti ;ill`ii i ✓1 f ii Ii ;I 1 f 1 ' f I 1 r i , ( i I I I .`1�1 Y 1 I t 1 I ! i f t l r.l I i I 1 i/ ! ! i 1 t11�� i I li I. } l i 1j 11\JI;1 I: i 1 if ll `d` /s • \ 1 • 1 ' I I, i t; I, Iii 1 / i} 1 1 1 i!1 l }1II ` I1 1i i 1J ;? li \ {) /i II '/ l; lib ji t I II i1 f{ 1 I: f 11i(j Y { I I I 1 j i ! I! ! , {I Ii 4 1 ` . 1 I ) {; 1 It i1 I i 1/ 1 \ Y ll ii'f 4i) i 11 7,'} } i! )1'i /i I ? i I • i� "- II : i If if } 1i1 II .1110 \ II t II Ili! \If { + V 1 I. Y 1 I t 1 I ! i f t l r.l I i I 1 i/ ! ! i 1 t11�� i I li I. } l i 1j 11\JI;1 I: i 1 if ll `d` /s • \ 1 • 1 ' I I, i t; I, Iii 1 / i} 1 1 1 i!1 l }1II ` 1 ! 1`171 i 1� II i s , ;lil f' I f f li if fi ii1 I it if 1I 1l 1 1 i,'i j I I 1 ii 11 i f !, l / 1 1 i i `1 1 Y ii }I : , 1 11 Vi 1i / 1 '1 I 'I/ 1 jQ f f 1 't i' V 1 I. Y 1 I t 1 I ! i f t l r.l I i I 1 i/ ! ! i 1 t11�� i I li I. } l i 1j 11\JI;1 I: i 1 if ll `d` /s • \ 1 • 1 ' I I, i t; I, Iii 1 / i} 1 1 1 i!1 l }1II 4 I v V 1 I. /s • \ 1 • 1 ' I I, i t; I, Iii 1 / i} 1 1 1 i!1 l }1II I) i!I 1 . II�nJ�' i i —I ( H I r%\! f i t , i i I ! i i II 1 \ 11 ` ' .i !.II if 1 11 } i i t t i i l ;Y i \ P , 4 I v V 1 I. i , 11ji1iIW Ii 11 t .1 1 11 (' / 1 t .( I')(II I {; i t 1 .1 11 I I I I i I' 4ifj .iii ` IfI I if i III \I' If • /i ' II / I I WI (It l 1 I r11 l 11 }1, t \} ;t !II j i l i l t `1111,11Y /' j l t f IT I /;1i` I i 1 '1 J is r >> `4A �— W 4 11ji1iIW Ii 11 t .1 1 11 (' / 1 t .( I')(II I {; i t 1 .1 11 I I I I i I' 4ifj .iii ` IfI I if i III \I' If • /i ' II / I I WI (It l 1 I r11 l 11 }1, t \} ;t !II j i l i l t `1111,11Y /' j l t f IT I /;1i` I i 1 '1 is r HARDWARE GROUPS NOTE HARDWARE GROUPS ARE GENERIC AND LISTED FOR CODE COMPLIANCE AND DESIGN INTENT ONLY. FINAL HARDWARE GROUPS TO BE PREPARED BY DOOR HARDWARE SUPPLIER AND REVIEWED AND APPROVED FOR OPERATION WITH THALES PRIOR TO FINAL ORDER. HW- EXISTING PANIC HARDWARE TO REMAIN HW -E2 EXISTING DOOR HARDWARE TO REMAIN (ALL DOORS HAVE LEVER HANDLES W/ LATCHSET, LOCKSETS OR PRIVACY LOCK) HW -1 LEVER LATCHSET HW -2 LEVER LOCKSET HW -3 CR LAWERENCE 48" BRUSHED STAINLESS STEEL LADDER PUSH /PULL W/ OVERHEAD CONCEALED DOOR CLOSER HW -3A SAME AS HW -3 W/ LOCK HW -4 LEVER LOCKSET W/ AUTOMATIC FLUSH BOLTS (NO MANUAL FLUSH BOLTS) HW -5 PANIC DEVICE CLOSER HW -6 ELECTRIC MOTOR OPERATED COILING DOOR HW -7 LOCKING COUNTER DOOR BY MANUFACTURER HW-8 DBL. ACTING HINGE BY DOOR MANUFACTURER HW -9 LEVER LOCKSET CARD READER ACCESS ONLY HW -10 CYLINDER LOCK @ BOTTOM RAIL HW -11 CARD READER ACCESS REQUEST TO EXIT HW -12 EXIT DEVICE CARD ACCESS ONLY HW -13 CARD ACCESS ONLY HW -15 ELECTRIC OVERHEAD DOOR OPERATOR WI LOCK BY DOOR MANUFACTURER HW -16 PUSH /PULLS CO O ih WALLTYPES 3" =1 -0" DOOR ELEVATIONS SCALE: 1/4" = 1 3' x 7' ALUM. STOREFRONT w/ EXIT DEVICE MATCH EXIST. STOREFRONT COLOR 5 -4" Y4" TEMPERED GLASS TYP. 3' x 8' -6" S.C. BIRCH DOOR, STAIN TO MATCH ARCHITECTS SAMPLE TIMELY ALUM. FRAME 5" 3_ 4 3'x8' HOLLOW METAL DOOR, PAINTED H.M. FRAME, PAINTED B1 Y TEMPERED GLASS TYP. 3' x 8' -6" S.C. BIRCH DOOR, STAIN TO MATCH ARCHITECT'S SAMPLE TIMELY ALUM. FRAME 5/8" TYPE 'X' GWB EA. SIDE 3 5/8 "MTL. STUDS @ 24" O.C. MINERAL FIBER SOUND BATTS PER PLAN 18" HIGH BRUSHED S.S. KICKPLATE TYP. 7 -4" 6" ABOVE CEILING, WITH SOUND BATTS TO STRUCTURE ABOVE TO STRUCTURE ABOVE, wl SOUND BATTS CV CO /HIGHBRUSHE 3' -6" x 8' HOLLOW METAL DOOR, PAINTED H.M. FRAME, PAINTED B2 KICKPLATE TYP. D S.S. Y4." TEMPERED GLASS TYP. 7 11 4 6 3' x 8' -6" S.C. BIRCH DOOR, STAIN TO MATCH ARCHITECT'S SAMPLE TIMELY ALUM. FRAME 18" HIGH BRUS 3'x7' HOLLOW METAL DOOR, PAINTED H.M. FRAME, PAINTED KICKPLATE TYP. HED S.S. 5/8" TYPE 'X' GWB EA. SIDE 6" MTL. STUDS @ 24" O.C. MINERAL FIBER SOUND BATTS PER PLAN N E9 CV co 18" HIGH BRUSHED S S PAIR 3'x8' HOLLOW METAL DOOR, PAINTED TIMELY ALUM. FRAME 1 Ij 41 WI il �` i I f1 1/ i 1 I 1 1 11 4' -6" I'II Itl II i\! 6" ABOVE CEILING 6" ABOVE CEILING, WITH SOUND BATTS TO STRUCTURE ABOVE TO STRUCTURE ABOVE, wl SOUND BATTS 1 y4" TEMPERED GLASS TYP. 3' x 8' -6" S.C. BIRCH DOOR, STAIN TO MATCH ARCHITECT'S SAMPLE TIMELY ALUM. FRAME KICKPLATE TYP. 0 O CO 3' -0" < G 3' x 8' CUSTOM /FRAMELESS DOOR PAINT TO MATCH WALL 5' -0" J f / 1 / j ;/ / TIMELY ALUM. FRAME RELITE W /Y4' TEMPERED GLASS PER PLAN CV co 3' x 8' S.C. BIRCH DOOR, STAIN TO MATCH ARCHITECT'S SAMPLE TIMELY ALUM. FRAME F 3' x 8' -6" S.C. BIRCH DOOR, STAIN TO MATCH ARCHITECT'S SAMPLE TIMELY ALUM. FRAME `GSA 5/8" TYPE 'X' GWB EA. SIDE 3 5/8" MTL. STUDS @ 24" O.C. MINERAL FIBER SOUND BATTS 6" ABOVE CEILING 6" ABOVE CEILING, WITH SOUND BATTS TO STRUCTURE ABOVE TO STRUCTURE ABOVE WITH SOUND BATTS CV co Y4" TEMPERED GLASS TYP. 3' x 8' S.C. BIRCH DOOR, STAIN TO MATCH ARCHITECT'S SAMPLE TIMELY ALUM. FRAME F2 2 111 4 <H1 5 1 -4 " VERIFY 4 FURRED SHEAR WALL 18" HIGH BRUSHED S S 3' -0" 7' X 7' HORTON SLIDING SECURITY DOOR W/ FIXED SIDELIGHT AND TRANSOM & BREAKOUT DOOR PANEL 24' 9Y4 "± VERIFY k 10" i KICKPLATE TYP. PR. 3' x 8' S.C. BIRCH DOOR, STAIN TO MATCH ARCHITECT'S SAMPLE TIMELY ALUM. FRAME LASS TRANSOM XED SIDELIGHT W/ MPERED GLASS EAKOUT PANEL / TEMPERED GLASSS EXISTING CONCRETE SHEAR WALL 5/8" GWB ON 1 1/2" MTL. STUDS @ 24" 0.C., EA. SIDE 9 ti 7' -0" 7' X 7' HORTON SLIDING SECURITY DOOR W/ BREAKOUT DOOR PANEL < H2> b oSso C BREAKOUT PANEL W/ TEMPERED GLASS itix.tWat.0 rule‘ Cf3MCO RPM IgE JAN 0 9 2000 RECEIVED NOV 2 4 2000 PERMIT CENTER 2396 REGISTERED DOOR TYPES / WALLTYPES 06-038 Tenant Improvement job no. Cn LANCE MUELLER & ASSOCIATES a- P. ENGERT X CD r 7ECT / A drawn THALEs °NI LANCE P. MUELLER P. ENGERT L STATE OF WASHINGTON • checked PERMIT SET 11-24-08 A R CHIT E C T S • A I A Emig Riverfront Technical Park Tukwila, Washington 11--21-08 130 LAKESIDE SEATTLE, WA 98122 206 3252553 date no. revision C 11 1�3 O 1 rr171 I T Tyr -�. 1 _ T 1 _ i l_ _ �1,Er _L E r _ 1 1 . I 1 . r I� r S'_t_ r I - _ ■ " ? 1 ,_ �Z :7E7 I 1 '� 7 I L T �'�` r r L 1 T r Ti I i t U z i t1 i i i 1 i -I L 1 1 r SI:.i�.._Lr �_,_ _1 r - 1117-7-7-1 - r L'1.r_TL F5 1 i 1 , I l ±-1- 1 I - - 1 r 1 ] 1 1-i 1 �= I I I 1 1 I 1 C 10 30 O L 000 IF ,y 1 - - 1 __ - �r r I - I ,r ' 'jj r' T= 1 r _ Fr L L ,y L, iu . 1 r i r7 L L I - 1- l T1 T-�� 1� l ±-1- 1 I - - L I- ILrL I�7'11 r T I I I 1 L rl r'r 1 I J I I 1 . L 1 2 - L1- � � -"r r -- z f I I I C 10 30 L L�rl S IF ,y 1 - - 1 __ - �r r I - I ,r ' 'jj r' T= 1 r _ L 1 i i L L ,y 1 r i r7 L L I - 1- l T1 T-�� 1� l ±-1- 1 I ` I L� 1 ILrL I�7'11 r T I I I IF HANGER WIRE IS OUT OF PLUMB GREATER THAN 1:6 COUNTER SPLAY PER ASTM C636 WALL WHICH PENETRATES CEILING GRID WALL EDGE MOLDING 3" = 1' -0" i i MIN. 2" ACT EDGE DETAIL ACT SEISMIC BRACING DETAIL NOT TO SCALE MAX. 8" 0 0 4, 0 ' MIN. 3/4" @ UN- ATTACHED WALLS CROSS TEE PER ASTM C635 #12 PERIMETER HANGER WIRE ANCHORED TO STRUCTURE ABOVE @ EACH MAIN BEAM OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART @ UNATTACHED WALLS ONLY TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) PER ASTM C636 MAIN BEAM OR CROSS TEE CEILING GRID MAIN CEILING BEAM PER ASTM C635 LAVATORY COUNTER STEEL STUD COMPRESSION POST ONLY IF REQUIRED BY BUILDING OFFICIAL (N LAVATORY MIRROR ELEVATION KEYNOTES TYPICAL FIXTURE MOUNTING HEIGHTS SEMI - RECESSED PAPER TOWEL WASTE RECEPTACLE NOTE 1. - VINYL WALLCOVERING GWB WALL NOTE 2. - 6" CERAMIC TILE COVE BASE SET WITH METAL STRIP NOTE 3. - 60" CERAMIC TILE WAINSCOT NOTE 4. - OVAL SHAPED MIRROR IN PAINTED MDF FRAME NOTE 5. - PAPER TOWEL DISPENSER NOTE 6. - WALL MOUNTED VALANCE LIGHT FIXTURE NOTE 7. - TOILET SEAT COVER DISPENSER NOTE 8. -11/2" DIA. STAINLESS STEEL GRAB BAR NOTE 9. - INSTALL TEMPERATURE HEAT SHIELDING ON ALL EXPOSED PIPES AND DRAIN LINES NOTE 10. - TOILET PAPER DISPENSER NOTE 11. - PF -1 - URINAL NOTE 12. - PF -2 - TOILET NOTE 13. - PF -3 - LAVATORY NOTE 14. - PF -4 - S.S. SHELF #12 HANGER WIRE TYP. TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" TOP TO BOTTOM) #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE EXPANSION JOINT PER CEILING MANUF. ACT EXPANSION JOINT DETAIL WALL MOUNTED SAN. NAPKIN PAPER TOWEL DISPENSER DISPENSER A NORTH ELEV. 1/4" =1' -0" SAN. NAPKIN DISPOSAL NOT TO SCALE WT -1 B -3 1J DUAL LEVEL DRINKING FOUNTAIN RESTROOM #2054 RESTROOM #2046 SIMILAR A.C.T. CEILING INSTALLATION REQUIREMENTS • SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACT. REQUIREMENTS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. • MINIMUM 2" WIDE WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. . ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. . PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE, . PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. . CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. . CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. . CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SUSPENDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. ACT EDGE DETAIL (UNATTACHED EDGE) co ti B EAST ELEV. 1 0 (N WALL EDGE MOLDING H.C. ACCESS. STD. HGT. URINAL URINAL TOILET SEAT CROSS TEE PER ASTM C635 M 0) N- C SOUTH ELEV. 3' -6" STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART @ UNATTACHED WALLS ONLY 16 " -18" SEAT COVER DISPENSER 1 1/2" GRAB BAR TOILET PAPER DISPENSER D WEST ELEV. WT -1 B -3 SEE WALL TYPES & FLOOR PLAN FOR WALL FRAMING CEILING DETAIL 3" = 1' -0" ENLARGED RESTROOM PLAN 1/4" = 1' -0" F -15 MTL. STUD BRACING @24 "O.C. / 1'- 5 I�I 6" MTL. STUDS @ 24" O.C. 2' -4" IMO 7-3" L.� SEE DETAIL 1, THIS SHEET FOR ACT CEILING INFO. 5' -5" %" TYPE 'X' GWB T VARIES @ 2ND FLOOR, SEE / REFLECTED CEILING PLANS / RECEIVED NOV 2 4 2008 PEHMIT CENTER CEILING DETAILS / ENLARGED RESTOOM PLAN / INTERIOR ELEV. 08-036 Tenant Improvement co NLA CE MUELLER & ASSOCIATES IX' g- V 0 396 / R ______ i° P. b EN n GERT drawn 0 THALES LANCE P. MUELLER P. ENGERT In L STATE OF WASHINGTON checked PERMIT SET 11-24-08 ta A R CHITEC TS • AIA Riverfront Technical Park Tukwila, Washington 11--21-08 130 LAKESIDE SEATTLE, WA 98122 206 325 2553 date no. revision 0 0 L L _T F r 1 r ■ Li i L rl r'r - I I J I I 1 IF HANGER WIRE IS OUT OF PLUMB GREATER THAN 1:6 COUNTER SPLAY PER ASTM C636 WALL WHICH PENETRATES CEILING GRID WALL EDGE MOLDING 3" = 1' -0" i i MIN. 2" ACT EDGE DETAIL ACT SEISMIC BRACING DETAIL NOT TO SCALE MAX. 8" 0 0 4, 0 ' MIN. 3/4" @ UN- ATTACHED WALLS CROSS TEE PER ASTM C635 #12 PERIMETER HANGER WIRE ANCHORED TO STRUCTURE ABOVE @ EACH MAIN BEAM OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART @ UNATTACHED WALLS ONLY TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) PER ASTM C636 MAIN BEAM OR CROSS TEE CEILING GRID MAIN CEILING BEAM PER ASTM C635 LAVATORY COUNTER STEEL STUD COMPRESSION POST ONLY IF REQUIRED BY BUILDING OFFICIAL (N LAVATORY MIRROR ELEVATION KEYNOTES TYPICAL FIXTURE MOUNTING HEIGHTS SEMI - RECESSED PAPER TOWEL WASTE RECEPTACLE NOTE 1. - VINYL WALLCOVERING GWB WALL NOTE 2. - 6" CERAMIC TILE COVE BASE SET WITH METAL STRIP NOTE 3. - 60" CERAMIC TILE WAINSCOT NOTE 4. - OVAL SHAPED MIRROR IN PAINTED MDF FRAME NOTE 5. - PAPER TOWEL DISPENSER NOTE 6. - WALL MOUNTED VALANCE LIGHT FIXTURE NOTE 7. - TOILET SEAT COVER DISPENSER NOTE 8. -11/2" DIA. STAINLESS STEEL GRAB BAR NOTE 9. - INSTALL TEMPERATURE HEAT SHIELDING ON ALL EXPOSED PIPES AND DRAIN LINES NOTE 10. - TOILET PAPER DISPENSER NOTE 11. - PF -1 - URINAL NOTE 12. - PF -2 - TOILET NOTE 13. - PF -3 - LAVATORY NOTE 14. - PF -4 - S.S. SHELF #12 HANGER WIRE TYP. TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" TOP TO BOTTOM) #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE EXPANSION JOINT PER CEILING MANUF. ACT EXPANSION JOINT DETAIL WALL MOUNTED SAN. NAPKIN PAPER TOWEL DISPENSER DISPENSER A NORTH ELEV. 1/4" =1' -0" SAN. NAPKIN DISPOSAL NOT TO SCALE WT -1 B -3 1J DUAL LEVEL DRINKING FOUNTAIN RESTROOM #2054 RESTROOM #2046 SIMILAR A.C.T. CEILING INSTALLATION REQUIREMENTS • SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACT. REQUIREMENTS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. • MINIMUM 2" WIDE WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. . ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. . PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE, . PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. . CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. . CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. . CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SUSPENDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. ACT EDGE DETAIL (UNATTACHED EDGE) co ti B EAST ELEV. 1 0 (N WALL EDGE MOLDING H.C. ACCESS. STD. HGT. URINAL URINAL TOILET SEAT CROSS TEE PER ASTM C635 M 0) N- C SOUTH ELEV. 3' -6" STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART @ UNATTACHED WALLS ONLY 16 " -18" SEAT COVER DISPENSER 1 1/2" GRAB BAR TOILET PAPER DISPENSER D WEST ELEV. WT -1 B -3 SEE WALL TYPES & FLOOR PLAN FOR WALL FRAMING CEILING DETAIL 3" = 1' -0" ENLARGED RESTROOM PLAN 1/4" = 1' -0" F -15 MTL. STUD BRACING @24 "O.C. / 1'- 5 I�I 6" MTL. STUDS @ 24" O.C. 2' -4" IMO 7-3" L.� SEE DETAIL 1, THIS SHEET FOR ACT CEILING INFO. 5' -5" %" TYPE 'X' GWB T VARIES @ 2ND FLOOR, SEE / REFLECTED CEILING PLANS / RECEIVED NOV 2 4 2008 PEHMIT CENTER CEILING DETAILS / ENLARGED RESTOOM PLAN / INTERIOR ELEV. 08-036 Tenant Improvement co NLA CE MUELLER & ASSOCIATES IX' g- V 0 396 / R ______ i° P. b EN n GERT drawn 0 THALES LANCE P. MUELLER P. ENGERT In L STATE OF WASHINGTON checked PERMIT SET 11-24-08 ta A R CHITEC TS • AIA Riverfront Technical Park Tukwila, Washington 11--21-08 130 LAKESIDE SEATTLE, WA 98122 206 325 2553 date no. revision