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HomeMy WebLinkAboutPermit D08-079 - HEALTH FORCE - TENANT IMPROVEMENTHEALTH FORCE 6720 FORT DENT WAY D08 -079 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Tenant: Name: HEALTH FORCE Address: 6720 FORT DENT WAY , TUKWILA WA Cityii>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 DEVELOPMENT PERMIT Owner: Name: JOHN C RADOVICH LLC Address: 2835 82ND AVE SE #300 , MERCER ISLAND WA 98040 Phone: Contact Person: Name: DALE PRIOR Address: 601108 AVE NE #2250 , BELLEVUE WA 98004 Phone: 425 - 641 -9200 Contractor: Name: OLYMPIC GENERAL CONTRS LLC Address: 3726 BROADWAY STE 302 , EVERETT WA 98201 Phone: 425 317 -0851 Contractor License No: OLYMPGC975PZ doc: IBC -10/06 * *continued on next page ** Permit Number: D08 -079 Issue Date: 04/08/2008 Permit Expires On: 10/05/2008 Expiration Date: 10/09/2009 DESCRIPTION OF WORK: PARTIAL DEMOLITION OF EXISTING PARTITIIONS AND FINISHES. CONSTRUCTION OF NEW GRID HEIGHT AND FULL HEIGHT PARTITIONS WITH NEW FINISH MATERIALS THROUGHOUT Value of Construction: $45,000.00 Fees Collected: $1,261.80 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -A Occupancy per IBC: 0008 D08 -079 Printed: 04 -08 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: 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 N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. 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: governing this work will be complied Signature: Print Name: doc: IBC -10/06 , whether specified herein or not. Vt' ,y,,. /4=i<4,ae 444, Jig Permit Number: D08 - 079 Issue Date: 04/08/2008 Permit Expires On: 10/05/2008 Date: Date: I hereby certify that I have read and = ed this permit and know the same to be true and correct. All provisions of law and ordinances The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of wor > . I am a , orized to sign and obtain this development permit. e 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 -079 Printed: 04 -08 -2008 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Tenant: HEALTH FORCE 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.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 079 Status: ISSUED Applied Date: 02/11/2008 Issue Date: 04/08/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D08 -079 Printed: 04 -08 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 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: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 22: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 23: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall not be less than 36 inches. (IFC 1013.4.1) 24: 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) 25: 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) 26: 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) 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 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 doc: Cond -10/06 D08 -079 Printed: 04 -08 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: 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) 30: 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) 31: 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) 32: 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 sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 33: All sprinlder system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 34: U.L. central station supervision is required. (City Ordinance #2050) 35: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 36: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 38: Local U.L. central station supervision is required. (City Ordinance #2051) 39: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 40: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 41: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 42: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 43: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 44: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinlder risers. The appropriate doc: Cond -10/06 D08 -079 Printed: 04 -08 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 45: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 46: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 47: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 48: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 49: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 50: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 51: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 52: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table 716.3.1) 53: 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. 54: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (IBC 712.4.2) 55: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 56: 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) 57: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 58: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 59: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 60: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D08 -079 Printed: 04 -08 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 construction or the performance of work. Signature: Print Name: doc: Cond -10/06 D08 -079 Date: '/ /iP" of law and ordinances governing other work or local laws regulating Printed: 04 -08 -2008 Site Address: 01 Tenant Name: Property Owners Name: Mailing Address Name: Mailing Address: E -Mail Address: • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.nik wila tiro. us Company Name: ` )7& A TA4 1 I 1 LA5 Mailing Address: Contact Person:MAIN., E -Mail Address WWII "? Company Name: Mailing Address: Q:Wpplications\Forms- Applications On Lin03 -2006 - Permit Application doc Revised: 9 -2006 hh RECEIVED CITY OF TUKWILA FEB 112008 • Building Permit No. bO9— 0 7 9 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and pfai itTbcCoKt'ett='in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION fv-j7extr o WAS CONTACT PERSON - who do we contact when your permit is ready to be issued GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: E -Mail Address: Contractor Registration Number: King Co Assessor's Tax No.:0 Suite Number: tJ Floor: New Tenant: El Yes ..No ty Day Telephone:( Z' City Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City c State State Zip Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Page I of 6 Valuation of Project (contractor's bid price): $ 4s t' 'O Scope of Work (please pro . de detailed information): Will there be new rack storage? ❑ Yes Q:Wpplications \Forms- Applications On Linc'3 -2006 - Permit Application.doc Revisal: 9 -2006 bh BUILDING PERMIT INFORMATION - 206 - 431 -3670 Existing Building Valuation: $ 4V4- No If yes, a separate permit and plan submittal will be r f CEIVED F T! )KWILA FEB 1 1 2008 PEHMIT CENTER 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: /ll Compact: Handicap: 6 Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None Other (specify)' Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes A No If ' yes ', attach list of materials and storage locations on a separate 8-1/2"A 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel emodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor V //191 000 /�(J _ W � X X V-k— Y 73 Q 2 Floor ?p/ 000 X X )( x X 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Valuation of Project (contractor's bid price): $ 4s t' 'O Scope of Work (please pro . de detailed information): Will there be new rack storage? ❑ Yes Q:Wpplications \Forms- Applications On Linc'3 -2006 - Permit Application.doc Revisal: 9 -2006 bh BUILDING PERMIT INFORMATION - 206 - 431 -3670 Existing Building Valuation: $ 4V4- No If yes, a separate permit and plan submittal will be r f CEIVED F T! )KWILA FEB 1 1 2008 PEHMIT CENTER 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: /ll Compact: Handicap: 6 Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None Other (specify)' Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes A No If ' yes ', attach list of materials and storage locations on a separate 8-1/2"A 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 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 ►. ' • R A' THORIZED AGENT: Signature: Print Name: Mailing Address: QI � rI l/�i/� g IJ Fe 22Sb Q :\Applicanons\Forms- Appticationa On Lme\3 -2006 - Peimit Application.doc Revised: 9 -2006 bh Date: 2 / // /OS' Day Telephone: C 2r) (A / jzo O City State / Zip Date Application Accepted: Date Application Expires: Staff Initials: l/ i RECEIVED CITY OF T!JK VILA FEB 1 1 2008 PERMIT CENTER Page 6 of 6 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Applicant: HEALTH FORCE Receipt No.: R08 -01569 Initials: JEM User ID: 1165 Payee: HEALTHFORCE OCCUPATIONAL MEDICINE INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2558 60.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us RECEIPT Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Permit Number: D08 - 079 Status: ISSUED Applied Date: 02/11/2008 Issue Date: 04/08/2008 Payment Amount: $60.00 Payment Date: 05/12/2008 12:41 PM Balance: $0.00 2278 05/12 9711 TOTAL 60.00 doc: Receipt -06 Printed: 05 -12 -2008 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Applicant: HEALTH FORCE Receipt No.: R08 - 01069 • • 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 Initials: JEM Payment Date: 04/08/2008 11:17 AM User ID: 1165 Balance: $0.00 Payee: HEALTHFORCE OCCUPATIONAL MEDICINE INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2114 766.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/386.904 RECEIPT Permit Number: D08 -079 Status: APPROVED Applied Date: 02/11/2008 Issue Date: Payment Amount: $766.50 762.00 4.50 Total: $766.50 doc: Receiot -06 Printed: 04 -08 -2008 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Applicant: HEALTH FORCE Receipt No.: R08 -00378 Initials: WER User ID: 1655 Payee: JPC ARCHITECTS • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 19872 495.30 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 495.30 Total: $495.30 Permit Number: D08 - 079 Status: PENDING Applied Date: 02/11/2008 Issue Date: Payment Amount: $495.30 Payment Date: 02/11/2008 10:36 AM Balance: $766.50 8409 02/11 9710 TOTAL 49530 doc: Receiot -06 Printed: 02 -11 -2008 COMMENTS: Type lnspectlo,P R ' f Q '� 1 s . I-a `a t 0.- y ;r-, A'NYk4 ` - t -- ir CC_ . 4.2 r , .J' C- k 4 J `! Requester: «e/,Ut7 . 5(e) - .. Project: ,- P l } I 1 C Type lnspectlo,P R ' f Q '� 1 s . I-a `a t 0.- y Address: kv C . n Date Called: Special Instructions: / / D/e Wanted: `! Requester: Phone 2-S + 50E( - 23 27 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspect r: Dater Fi $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mu t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: il cJ tt f rcx Ty of Inspection: Address te ( 7 r ( iJ _ Date Called: Special Instructions: Date Wanted: a.m. . 17 Requester: Phone No: 4 2,5 -50a'-z.. On ell INSPECTION RECORD Retain a copy with permit INSPECTIO, NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: S A p (6 J Ins 'e r: Date: j — El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: t l COMMENTS: D 40 J() J- r U', i e_,<-1 .,r, r f R a �. 1-A /W/ c) J 7 IA J i (7- l-„,l/- e—(7 - :1-1 , Requester: 1 ' ) Project: Type of Inspection: , Address: !1)'7 24) 6,1 -1 �)e Date Called: 2 ,-. SpecialSructionsi� ' (-1) r VV'' M ( 10 t) p'I(Y�f(S r Date Wanted: / - U ra:m. 1 Requester: Phone No: q 2 s - sod- ?_327 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit gOak 0 PERMIT NO. 4— (206)43 -3670 Corrections required prior to approval. Inspec or: 0 juir j • Date: I El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro ct: • Type of Inspection: 7 OA 1 I. i Ad ress: L f � ,t'd GJA Date Called: . Special Instructions: ate Wanted: a.m. Requester: Phone No 1-ZS — s 0 8- - z.3 27 OL6-o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l ) 3ne j Inspect r: ,Date: k\ ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: f /r41a6 iii 4/(C' Type of Inspection: 1----W4 ,1/ „v,7 Address: Date Called: Special Instructions: Date Wanted: C: ,_ .3' - C Requester: Phone No: 4 - 568 - ?5 Z - 7 INSPECTION RECORD Retain a copy with permit i� - a INSPE ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (296)431 -3870 Approved per applicable codes. Corrections required prior to approval. ' COMMENTS: , 4. r 4w1/7116 ' I) kfai I ' spec D�Le ✓ ✓� .00 REINSPECTIQN FEE REaUIRED. Prior to inspection, fee must be 0 Southcenter Blvd., Suite 100. Call to schedule reinspection. is a Receipt No.: 'Date: COMMENTS: _ f n/ ( Type of Inspe ion: . - 1 ' � 8u. I � 6-- 7 vcors i ---- ' 1 ‘ s el.) c I.A-Ntneel -. f--■ r 0e . a N CiCi — G k. . iv Date Wanted: _Jr 4319 Requester: Phone No: 2, ;— s0 S - 23z7 a-,-. I k 1 k Proj c.._ I� _ f n/ ( Type of Inspe ion: . - 1 ' � 8u. I � A ddress: l0 f � J 3 ( `� J e 14J Date Called: Special Instructions: Date Wanted: _Jr 4319 Requester: Phone No: 2, ;— s0 S - 23z7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector Date: &"-Z7 'J j Li $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: COMMENTS: t ) / c. Ty Inspection; 50. of e , (e IR In : f - 1i /..n4-1 1 e,, rO Y , a.5 C (c - 1 . --' £ I e -t) AP — (-- 3 � L i A Special Instructions: l z_- I ` & /v irri . Phone No: l Project: Proj 1I Pets t ) / c. Ty Inspection; 50. of e , (e Address: t(n 124 (1) Date Calle B — (-- 3 � L i A Special Instructions: pate Wanted: j' " _ r ` a p.m. Requester: Phone No: * Dolc-o'79 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. Inspect Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Q COMMENTS:' fl (Jr NR 0 a. cf- T S t r7 /J -J . BJ ,\ A !1 I A.A._k r.. S f p1oao. 0 A ( . 44 L.frf ‘. j AI iacl . f/ i J T c- S Ao ' J J "0 . (- / e .L' nf`,+ P -A7l` ) / ,`fe (Q.k4 o 048-1L r ! nO ,� 1 / Cc J/'C_. k. �.. . 1 ---b � QCs X 1 1 - ` A- J Jf' 14 , -, p , I t v L.1 & e Jj z r A__ f h kr 3' t 1 *i t c .. j-- -s •i YL e Li 1) ri o ,---- 1 , J A . d at-- ,,d ( -e : ;':.. 1 '. . J &, t - .A44 .A d ,, a/ f t v► i I A J 4 , 4 j ^ A !' ` r- '1 Pro jg t: Type of Inspection: -F- i A. e.A 'BO : i )--' il l Address: Date Called: (Q.k4 o 048-1L r Special Instructions: . Date Wanted: ! 1 }� 9 m. 0� a Requester: Phone ? ) No: '7 2 4 b( 3 1 CITY OF TUKWILA BUILDING DIVISION 0- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. (206)431 -36 orrections required prior to approval. ri $60.00 REINSPECTION FEE jEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Date: _ Insper: (Receipt No.: !Date: COMMENTS: z..�d -- ,4 r 04147 1 I AIJ I Address: (J72- 1 _ oR T )5N ept J f el )(- A 14 J` -f Requester: Phone No: u z . 5 -- - 50[a -- z3&7 bt c;) , A L.° If c- C,11\s Ai __.- ,IJ A Ai lam (.U, 1 , -(1 • I k Project: He-4 Li 1-% V 6 c_ Type of Inspection: FQ qAN I Address: (J72- 1 _ oR T )5N Date Called: ti-) ( -1 Special Instructions: Date Wanted: a� Requester: Phone No: u z . 5 -- - 50[a -- z3&7 -40 INSPECTION NO. Approved per applicable codes. Inspect fr: INSPECTION RECORD Retain a copy with perTit nob ( J 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12 " 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. ' Date: ( Z - J 1 ri $60.00 REINSPECTION FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 3 COMMENTS: Type of Inspection: fkrA1 Addp'ss 1 2-f, �'`"' Ni-} A K t G- , p r .c._:: (.' Ai / ../ s �} i ��. k kP l C" v d f'. J xr 8- 6. t"c-vt • Al ' L,, r r Requester: ,(- U^ 1 7 I I Phone No: &L2 - _ -2,-3F �t f '\i S I j rte) •--� p L i e . .t- JJ iA ft e t: Proj n IICJ,, F A ! 1r P Type of Inspection: fkrA1 Addp'ss 1 2-f, �'`"' Ni-} Date ' . \ �Iled: 7- /- -7- c Special Instructions: Date Wanted: �,a.m. Requester: "--- Phone No: &L2 - _ -2,-3F INSPECTION NO. INSPECTION RECORD Retain a copy with permit ID/B PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. 0 -'sr `ft- Date: (7 -or Inspecto Receipt No.: 'Date: 6 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be k' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - a _ < COMMENTS: Type of Inspection: Ei2 ,9n/N, . Address: C Th W it DL) s t( , -- sfi ( , ) ) / - -\. S 41 P .A 63e/ d u [[r 7 S` L Phone No: 4 /29.--- --50 8 - 2327 -- i) t40' S c re WS vt:j of i v t•f- - — f i A C '1 lJJk 4e-de- Project; ,FA/ `j ,b M / fed Type of Inspection: Ei2 ,9n/N, Address: C Th W Date Called: Special Instructions: Date Wanted: 7— j-29 (a.m p.m. Requester: Phone No: 4 /29.--- --50 8 - 2327 INSPE j ION NO. INSPECTION RECORD Retain a copy with permit L dx7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: He Q i 1L, fe Type of Inspection: Emf Je . � .t.h4.n c /I'� ft?, I Address: C7Z cp jar �..p - ti y Suite #: Contact Person: > J Special Instructions: Phone No.: Pre -Fire: Permits: Needs Shift IngpeStion: Sprinklers: Fire Alarm: _ -- ' 4 Hood & Duct: Monitor: Pre -Fire: Permits: — .Occupancy Type: : Ga. �+• mb: � �': �.' �nwL ±m�n.t:.R...v.::wt�+Wti'v 5:.�x,.. d:.Yx��:.`rr h:"�ilu,s�nn:.v:::.t.: 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Dzir _- arf PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 [ "Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: �, 1-c77 X67 eezi 1.s1 rot-- . iar.1 it" ft, P7:4 I "i /I. )' 44-A I, I • ■ Inspector: 11 L. , 5 $ Date: i ii g-dir, 7 rs.. $80.00 REINSPECIION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Woni /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Type of Inspection: E.rr1 Crei.4t y 1,34;15 Address: 67&? Fo -t 1 er11 Suite #: /10 0 ru;1 e . d V c € , i 4o _4do -/) h 471 4 co e5 r�6.0 p.4—in x2 0.04 P�l,m, 0001, -fn lefors 64.1vA, Thy.' { ?14 4 14•0141 ) . ,5 M fd 5 in.41.4 x ,`4 -E'' -ter' /0445. Permits: 4 0‘.411,-) A/ 're_; I Ap,r.4 -1- T i' T �' A 1.4.-v;11 c, -L "r me ' d.. s allow) ,.a,'n 90dpp-e __ /h 4,%75 . • Project: Heu J -h Forc . Sprinklers: Type of Inspection: E.rr1 Crei.4t y 1,34;15 Address: 67&? Fo -t 1 er11 Suite #: /10 q • Contact Person: Special Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: _ Hood & Duct: Monitor: Pre -Fire: ' Permits: Occupancy Type: 1 INSPECTION NUMBER El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 ,ok- O79_ PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. Date: $/z4/0.i rd $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. I Inspector: .`s tJ $ / S . 2_ Hrs.. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Type of I spection: 5 e -F,, -F,Aii4c Address: 6,z9 o c'+ l ; oti4 Suite #: / i0 w f- Conta Person: kNd Special Instructions: Occupancy Type: , se - , D. nA - p/ «rJedes c,1.' i). " itJe ea e A sc I, . ,", - - re .5.I. . . . r2K rip GCctr0 •'Kav-1 - T- QS4 +N ACM ( r7- t L*1Lr Aux. s ) ‘1 t�. y t Project: .. /J -- arc. Sprinklers: Type of I spection: 5 e -F,, -F,Aii4c Address: 6,z9 o c'+ l ; oti4 Suite #: / i0 w f- Conta Person: kNd Special Instructions: Occupancy Type: , Phone No.: q s -S-Og - d Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: , •r a-- INSPECTION NUMBER i INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Approved per applicable codes. • Jj...o rections required prior to approval. Word/Inspection Record Form.Doc 1/13/06 Inspector: Date: o f I I Hrs.: / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project Info Project Address 1,72.0 ;iyi— / L 4J Date 1-G 4-/1 D For Building Department Use FILE LE C®® �°' No. Sri //O Applicant Name: 'jam /� / D Applicant Address:/ D/ / II _ lve. /, / ij� � ! _ //� h�i/ ( Applicant Phone: 42f) / �' 4 ! 1 _ Z � V 'mit Project Description • New Building • Addition N r Alferation • II Raps ^d Refer to WSEC Section 1513 for controls and commissioning requirementso., : i , ; ,, 1 ,,, - , „ Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analys (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) S • No changes are being made to the lighting 456' 04, 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 Sri //O B ! / *al p 1. 3 ,00 3boo f &12.- S 456' ” From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed su k X10 73/ile4 // cotes f &12.- S 456' 2416 ® FnR E � � /0 29 241 0 21 1��� �� C IL a. tiVit- Aa Stit Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 34 o' CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage Notes: boe-/ 07 9 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. C1T7 ._:" d :� FEB B 1 1 20018 1 on*. PEi 1Ml a CEN r-1 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 hall 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: O Warehouses, storage areas or aircraft storage hangers A Other Q ualification Checklist Lighting a Check if 95% Note: If occupancy type is "Other' and fixture Fixtures: 126. or more of fixtures comply with 1,2 or 3 and rest are ballasted. answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not qualified, do LPA Calculations. 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. CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 - 1 U Li ghting P ower Al lowance 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, indicati rack l9attiory height, ubmitted, the are footage for a warehouse may be defined, for computing the interior Unit LightirQjgw Allo an as the ;t are ``not er d by racks plus the vertical face area (access side only) of the racks. The height allowance eflne4in fo iot 2 a to my o tj$e or lea not covered by racks. `' Location (floor /room no.) Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception*' Adjusted LPA Watts per ft //l) 4 / ket 1(Art. I. 0 .t$1-111 / /os //al //05 ///0 / //z I //s /Ill I Ilq 1121 //24 1I SC II 2t. /121 112% 11 25 1130 1(31 1131 11 34 1136 1135 1141 1143 IIIs \ lk R_EcE "' r) '°L CI'T'Y �ti i' .':. 7 EB 1 12Ci3 ' CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms (Date 2 / / /O Project Address / n� rO`i-Deed- 041, *// 0 Use this form if you are / claiming any ceiling height adjust nts for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Lighting Power Allowances (Interior rom Table 15 -1 based on exceptions listed in footnotes Revised July 2007 c r eENIER 06 -03 -2009 DALE PRIOR 601108 AVE NE #2250 BELLEVUE WA 98004 RE: Permit No. D08 -079 6720 FORT DENT WY TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, R a/Nj 1/4 _ Bill Rambo Permit Technician xc: Permit File No. D08 -079 Guy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 07/08/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 13, 2008 Allan Johannessen, Plans Examiner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Corrections Letter #1, Permit number D08 -079 Dear Mr. Johannessen, • JPC ARCHITECTS • We have had a chance to review your plan review comments regarding HealthForce, permit #D08 -079. To help identify the nature of our revision, included is your initial comments. 1. The two testing restrooms do not meet accessibility requirements. Facilities, elements and spaces, temporary or permanent, shall be accessible to persons with physical disabilities. Redesign the testing restrooms to meet accessible requirements or provide documentation to demonstrate the testing restrooms shall be exempt from accessibility requirements. (IBC 1101.2, 1103.1, ANSI 304.3.1, ANSI Chapter 6 and 603.2.3 Exception 1.) To demonstrate that the two new testing restrooms are not needed to be accessible, the tenant has provided a brief summary of the functions of each testing restroom. As stated, "When drug screens are collected, all water sources must be secured. That means that the patient cannot have access to water when providing their sample in the collection cup given. We put bluing in the toilet so that they cannot use the water in the toilet to adulterate their sample. In restrooms that have sinks inside, we tape the faucet closed during the collection to eliminate the patient's ability to adulterate their sample but over diluting it with water." In regards to the new testing restrooms, both the new and existing testing restrooms are capable of performing the same function at any given time. If you have any further questions or comments please feel free to contact us. Sincerel e - nor JPC Architects (425) 641 -9200 dalep@jpcarchitects.com 601 108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel 1425] 641 9200 fax [4251 637 8200 www.jpcarchitects.com CORRECTI0N RECEIVED MAR 14 2008 PERMIT CENTEk February 26, 2008 Dale Prior 601 — 108 Avenue NE, #2250 Bellevue, WA 98004 RE: CORRECTION LETTER #1 Development Application Number D08 -079 HealthForce — 6720 Fort Dent Wy Dear Mr. Prior, 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 Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -4163 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. Brenda Holt Permit Coordinator encl xc: File No. D08 -079 P:\Permit Center \Correction Letters\2008\D08 -079 Correction Ltr H 1.DOC wer • • Ciy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Building Division Review Memo • • Date: February 22, 2008 Project Name: Health Force Permit #: D08 -079 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The two testing restrooms do not meet accessibility requirements. Facilities, elements and spaces, temporary or permanent, shall be accessible to person with physical disabilities. Redesign the testing restrooms to meet accessible requirements or provide documentation to demonstrate the testing restrooms shall be exempt from accessible requirements: (IBC 1101.2, 1103.1, ANSI 304.3.1, ANSI Chapter 6 and 603.2.3 Exception 1.) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DEPARTMENTS: Bui .�ng •' Sion Public Works Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 n * PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 - 079 DATE: 04 -17 -08 PROJECT NAME: HEALTH FORCE SITE ADDRESS: 6720 FORt DENT WY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued 5(1 ' 4 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete / Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route - 1 Structural Review Required No further Review Required DUE DATE: 04-22-08 Not Applicable n DATE: DUE DATE: 05-20-08 Approved n✓ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN MPREUTING SLIP ACTIVITY NUMBER: D08 -079 PROJECT NAME: HEALTHFORCE SITE ADDRESS: 6720 FORT DENT WAY Original Plan Submittal X Response to Correction Letter # 1 DATE: 03 -14 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B i •'( g Division Public Works p Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS RO TING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Incomplete Approved with Conditions d ❑ Permit Coordinator DUE DATE: 03 -18 -08 DATE: DUE DATE: 04 -15 -08 Not Approved (attach comments) n DATE: Planning Division Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -079 DATE: 02 -11 -08 PROJECT NAME: HEALTH FORCE SITE ADDRESS: 6720 FORT DENT WAY X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 2y - W U g 'vision P bl 1)ic Works I Ism. 2 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route Notation: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 121/ REVIEWER'S INITIALS: REVIEWER'S INITIALS: 512- kW -D Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions 15�,,x�,� 214 Planning Division ❑ Permit Coordinator DUE DATE: 02-14-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: n No further Review Required DATE: DATE: Not Applicable Lam/ n DUE DATE: 03 -13-08 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: 2 ' i40-05 Departments issued corrections: Bldg Er Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 ay(tl In Summary of Revision: (Aro ( Z p Received by: �%o 4 ,,, e. ,, c,c�r „ ;z REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: • Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE. RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: Ifil1,'(1k SITE ADDRESS: (11-140 l'01/-t WWT Wks( REVISION LOG PERMIT NO:' DOI '011 ORIGINAL ISSUE DATE: py I of (please print) (please print) (please print) (please print) (please print) Date: • • 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 b ❑ Response to Incomplete Letter # ❑ Response to Coection Letter # Revision # 1 _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 1- -7.1; RE6&'r /oA/ Zsv /soon/ Sheet Number(s): , V [C51 I . / / 3. 1 / 1 ( / 1 / q. /) "Cloud" or highlight all areas of revisio including date of revision Received at the City of Tukwila Permit Center by: / !; Entered in Permits Plus on U410 \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: ofa — 01 CITY TUKWILA APR 17 2008 PERMIT CENTER Project Name: at.,,j • fros.P Project Address: /J r='' Contact Person: 1 _tp'g.___. Phone Number: Summary of Revision: /-CS- / : 72e.vis6/ Ex/ 7 p /.41V foe' NEB pt.. 4 L41/Our /-/./: R OF dpD /T/on./.41., Doo2. r P4,2T//- DEeno£d /T /eAl /-3,/: Z //SEp v7e..y /PR1 .Ti T/od ,rocs} -lion/ at=f // 44 "//60 Lu�/ Gf�T1�j 44- ///2. ik.so R viseo 64-) of AhacES STA- 7/o»c/ • • k • . p 1 2 : UV /SE/, otisei.b4r. ELEv4-? /cap's P4L7 /7/O4/ 2741(4 fae- 1rffn/pPD 6zio, &ifT 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 REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ 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: HEALTHFORCE Project Address: 6720 Fort Dent Way Contact Person: Dale Prior Phone Number: S 6D (41 � Z Summary of Revision: A ' i 114.e. OF hit. J0 f.%e- /, ilavl✓ ko MoTmroN /D&vTIFYlN6r ru v1.17a / JTy D NEu! F ISTIN - TrS?' /KI6c 1 ail LI r /Es . Sheet Number(s): FIOOY P14V\ simeI L "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: DO8-079 1 .L C C1V ED ,Iry OF TUKWILq MAR 14 2nng .J �,rrd� ulrNTtH License Information License OLYMPGC975PZ Licensee Name OLYMPIC GENERAL CONTRS LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602312211 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 3726 BROADWAY STE 302 Address 2 City EVERETT County SNOHOMISH State WA Zip 98201 Phone 4253170851 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/9/2003 Expiration Date 10/9/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WOODARD, DALE PARTNER/MEMBER 10/09/2003 ALLIANCE DEVELOPMENT CORP PARTNER/MEMBER 10/09/2003 Look Up a Contractor, Election or Plumber License Detail Washington State Department of Labor and Industries GeneraUSpecialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date DEVELOPERS • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= OLYMPGC975PZ 04/08/2008 EXIST OFFICE EXIST R.R. RECEPTION CHECK OUT ■t l =M EXIST EXAM EXIST TREADMILL RM. ® .1IALL146NY — SOUND TESTING TESTING R.R. TESTING R.R. EXIST EXAM IMIMIMIEIMIMI EXIST EXAM EXIS DAR EXIST EXAM EXIST X —RAY RM. EXIST PROCEDURE RM. SCOPE OF WORK • • • .' • .' • i • • ♦ �•� 1136 , ♦♦ i • • • • • • • • • • rEPARATE PERMIT • REQUIRED FOR: Ng Mechanical ♦ t.Eleclrical PlumbifO • • ' +'ipinc ♦ • ♦ • • • • • • REVIEWEt REVIEW 171,1 • • • • • • • Exit Plan Scale: 1/4 " =1' -0" Legend: Mc changes shall be made to the scrrr of %.vork without prior approval of Tukwila Building Division n submit ; at NOTE: Revisions nclude o al p lan � , ►iAw "r 4e"s • • and may FILE C ! iP Permit No.20b2:0_1 Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinate. Receipt of approved Field Copy and o s is accra v le ed: Date: 5 '' ° City of Tukwila BUILDING DIVISION ti "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100' -0" (75' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION 111. rrr®._rwrrrrmr- "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300' -0" (200' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. DENOTES NUMBER OF OCCUPANTS HealthForce FORT DENT ONE Floor 1 Design Drawn Checked Date JPC Project No, No. Date 02.08.08 03.13.08 04.16.08 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Sui e 450 Seattle, WA 98101 tel [4251641 -9200, fax [42 637 -8200 JPC DP MP 12/14/2007 07- 100 -0660 Description Permit Issue Permit Correction Permit Revision Sheet Title Exit Plan & Code Summary Sheet No:' I-cs-I © 2008, JPC Architects, PLLC HITECTS U z A 0 crJ oi x 1 p DEMOLISH AND REMOVE PORTION OF EXISTING WALL FOR FUTURE 8 "X8" PASS THRU. FIELD VERIFY PRIOR TO DEMOLITION LOCATION OF EXISTING ELECTRICAL AND PLUMBING. GC TO IDENTIFY ANY POTENTIAL CONFLICTS AND NOTIFY ARCHITECT FOR ADDITIONAL INSTRUCTIONS. SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL INFORMATION. HealthForce FORT DENT ONE Floor 1 Design Drawn Checked Date JPC Project No. HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Sul 450 Seattle. WA 98101 tel [425] imi 9200, fax C42 637 -8200 12/14/2007 07 -100 -0660 Description Permit Correction Permit Revision Demolition Plan © 2008, JPC Architects, PLLC ±7'-2 1/2" FIELD VE FY Key Notes: O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. O ROLL —UP, BAG AND PROTECT EXISTING EXTERIOR HORIZONTAL MINI — BLINDS. REPAIR AND /OR PROVIDE NEW WHERE FOUND MISSING OR DAMAGED. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. DEMOLISH ALL EXISTING FINISH FLOORING AND BASE, UNLESS OTHERWISE INDICATED. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. DEMOLISH EXISTING PARTITION WALLS (PARTIAL, GRID HEIGHT & FULL HEIGHT) AS NOTED ON PLAN. PROTECT EXISTING ADJACENT SURFACES, INCLUDING BUT NOT LIMITED TO CEILING, ADJACENT WALLS AND FLOORING. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY EQUIPMENT /DEVICES (INCLUDING LOW VOLTAGE CABLING) AS REQUIRED FOR NEW CONSTRUCTION. LOW /LINE VOLTAGE CABLING /WIRING SHALL BE TERMINATED (REMOVED) PER MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES AND DESIGN /CONSTRUCTION STANDARDS FOR FORT DENT ONE. REFER TO DESIGN—BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. ® REMOVE AND REUSE EXISTING DOORS, FRAMES, SIDELITES AND HARDWARE. DEMOLISH AND DISPOSE OF EXISTING MILLWORK (UNLESS OTHERWISE REQUESTED TO BE RETAINED). WHERE SINKS EXIST IN MILLWORK, TERMINATE AND CAP ALL EXISTING SUPPLY /WASTE LINES BEHIND WALL AND /OR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNLESS NOTED OTHERWISE. DEMOLISH AND DISPOSE OF PLUMBING FIXTURE (AND ASSOCIATE MILLWORK, IF PRESENT). TERMINATE AND CAP ALL EXISTING SUPPLY /WASTE LINES BEHIND WALL AND /OR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNLESS NOTED OTHERWISE. DEMOLISH AND DISPOSE OF EXISTING MILLWORK (UNLESS OTHERWISE REQUESTED TO BE RETAINED). SALVAGE EXISTING SINK TO BE RE —USED IN NEW CASEWORK THIS AREA, SEE FLOOR PLAN. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNLESS Partition Legend: 1.._- REVIEWED FOR CODE COMPLIANCE APPROVED APR a 7BS 0 EXISTING PARTITION /CONSTRUCTION TO REMAIN EXISTING PARTITION TO BE REMOVED EXISTING SHELL & CORE WALLS TO REMAIN SCOPE OF WORK r L SCOPE OF WORK Tir Scale: 1 /4 " =1' -0" Scale: 1 /4 -1' —O" I I _\ Demolition Plan I t I l I 0 CD r] 1— • m en 0. o 0 0 0 0 0 0 0 a U Z EXIST OFFICE TESTING R.R. (_ 1109 ) ( 1112 TESTING R..R. ( 1107 ) ( EXIST WAITING EXIST R.R. ( 1105 ) RECEPTION 11277 CHECK OUT ALIGN EXAM EXIST RECORDS EXIST TREADMILL RM. I I 7 SIM I 7 TYP HALLWAY EXIST EXAM IXIST EXAM EXIST EXAM EXIST OFFICE EMPLOYEE R 1115 1 EXIS DAR EXIST X -RAY RM. ALIGN HALLWAY EXIST OFFICE Key Notes: @ NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO REFLECTED CEILING AND /OR FINISH PLAN FOR ADDITIONAL INFORMATION. O GENERAL CONTRACTOR TO FIELD VERIFY ALL CRITICAL DIMENSIONS WITH EXISITNG CONDITIONS. O3 FIRE EXTINGUISHER CABINET (F.E.C.). MOUNT AT 54" ABOVE FINISH FLOOR (A.F.F.). PROVIDE IDENTIFICATION SIGNAGE AT EACH EXTINGUISHER LOCATION AS REQUIRED. CONFORM TO BUILDING STANDARD FOR MANUFACTURER (CABINET /BOTTLE) TYPE AND STYLE. PROVIDE AND INSTALL SAFETY GLAZING AS REQUIRED BY THE 2003 INTERNATIONAL BUILDING CODE (I.B.C.) AND LOCAL CODES. a PROVIDE ACOUSTICAL BATT (NON- FACED) INSULATION AT WALL AND CEILING. WHERE GRID HEIGHT WALLS OCCUR LAP TOP TRACK 4' -O" EACH SIDE CONTINUOUSLY ABOVE CEILING AND AT FULL HEIGHT WALLS OMIT CEILING INSULATION. a) ANCILLARY FURNITURE, FIXTURES AND EQUIPMENT, TENANT FURNISHED AND INST;,LLED NCLUDI G, BUT NOT LI iITED TO FILE C BINETS TABLE 'AIRS + tD NI IDEN • D M ORK. O7 POWER /COMMUNICATIONS PACKAGE (WALL) WITH (1) SINGLE GANG MUD RING (WITH PULL STRING) AND (1) 110V DUPLEX. ALL HORIZONTAL DATA /COMMUNICATIONS PATHWAYS IN INSULATED WALLS SHALL BE RUN IN CONDUIT OF APPROPRIATE SIZE. CONFIGURATION TO MATCH EXISTING BUILDING STANDARD, REUSE AND REINSTALL EXISTING SALVAGED ELECTRICAL AND LOW VOLTAGE SYSTEMS (CABLING, DEVICES AND EQUIPMENT) WHERE OR WHENEVER PRACTICAL (AS APPROVED BY TENANT). REFER TO ELECTRICAL DESIGN -BUILD DOCUMENTS FOR ADDTONAL INFORMATION. ADA ACCESSIBLE RESTROOM NOTE: EXISTING RESTROOMS #1105 & #1131 ARE ACCESSIBLE RESTROOMS. PER IBC TABLE 2902.1 BOTH AMENDED AND NON - AMENDED CALCULATE TO A MINIMUM ONE RESTROOM REQUIRED PER SEX. THESE RESTROOMS ARE IN ADDITION TO AN EMPLOYEE ONLY RESTROOM #1115 LOCATED NEAR THE BREAKROOM. DRUG SCREEN RESTROOMS SHOWN ON PLAN ARE FOR DRUG SCREEN PURPOSES ONLY. AS REQUIRED ALL WATER SOURCES MUST BE SECURED DURING THE SCREENING PROCESS, WHICH MEANS PATIENTS CANNOT HAVE ACCESS TO WATER WHEN PROVIDING A SAMPLE INTO THE COLLECTION CUP. TO BE ABLE TO PROVIDE FOR PATIENTS IN NEED OF ACCESSIBLE FACILITIES, RESTROOMS #1105 & #1131 ARE EQUIPPED FOR TESTING PURPOSES UNDER EXISTING STAFFING GUIDELINES. RESTROOM #1105 & #1131, WHEN USED FOR SAMPLE COLLECTION, FAUCETS ARE SECURED AND BLUE DYE IS ADDED TO THE TOILET TO PREVENT SAMPLE CONTAMINATION. City Of uJ D NC ` Partition Legend: EXISTING PARTITION TO BE REMOVED EXISTING PARTITION /CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS GRID HEIGHT PARTITION. REFER TO DETAIL 11 1 -9.1. EXTENDED GRID HEIGHT PARTITION. REFER TO DETAIL 12/1 -9.1 SCOPE OF WORK r SCOPE OF WORK Symbols Legend: F.E.C. BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE = DEDICATED DUPLEX RECEPTACLE • GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE 40 DEDICATED FOURPLEX RECEPTACLE -0 SPECIAL RECEPTACLE ® CORE DRILL 0 J -BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. POWER POLE Al VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER (-- WALL TAG NO DESIGNATION = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH Floor 1 ealthForce ORT DENT ONE Design Drawn Checked Date JPC Project No. 12/14/2007 07- 100 -0660 S ATE OF PETE ASH Floor Plan © 2008, JPC Architects, PLLC HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Sul a 450 Seattle, WA 98101 tel [425] - 9200, fax [42 637 -8200 Revisions No. Data Description 02.08.08 Permit Issue 03.13.08 Permit Correction 2 04.16.08 Permit Revision RECEIVED CITY OF TUKWILA APR 17 2008 PERMIT CENTER Reception Desk Scale: 3/8 " =1' -0" OPEN HALLWAY TO . Y 16 10 I--9.2 ` —9.2 I -9.2 SIC k. ----- / `� 0 KNEE ❑ N•) N SPACE _ I I I I Reception Desk/Check Out Scale: 3/8 " =1' -0" Reception Desk Scale: 3/8 "= 1' -0" 10 9 1 -9.2 I -9.2 i < < > > r i \/ Enlarged Reception Desk Scale: 3/8 " =1 ' -0" Enlarged Testing Restroom Scale: 3/8 " -1' -0" 6" MA1 Typical Mounting Heights Scale: 3/8"=1'-0" 36" MIN. Testing Supplies Scale: 3/8 " =1' -0" 7'— 1 1/2" 6 EQ. DOORS Typical Testing Restroom Scale: 3/8 " =1 -0" P -LAM COVERED —\ 3/4" PLY 2x BLOCKING P -LAM COVERED 3/4" PLY BLOCKING AS REQ 5/8" TYPE X GYP P. 3 1/2" METAL STUD W/ SOUND BAIT IN UL. Reception Desk Detail Scale: 1 " = -0" Reception Desk Scale: 3/8 " =1 ' -0" 0 [V d N P -LAM COVERED 3/4" PLY P -LAM COVERED 3/4" PLY Scale: 3/S " =1' -0" 2x BLOCKING Scale: 1 " =1' -0" 1' -0" 4' -1 IP 3 EQ. - 0 " 2 EQ. Typical Testing Restroom Reception Desk Detail ❑I D REVIEWED FOR CODE COMPLIANCE APPROV' PR 2 my Cb,OfTukwila LUILDING DIVISION j u P -LAM COVERED 3/4" PLY BLOCKING AS REQ RECEIVED CITY OF TUKIMLA APR 17 2008 PERMIT CENTER 5/8" TYPE X GYP TYP. 3 1/2" METAL STUD W/ SOUND BATT INSUL. JPC ARCHITECTS HealthForce FORT DENT ONE Floor 1 Design Team Design Drawn Checked Date JPC Project No. 601 108th Ave NEB- Suite 2250 Bellevue, WA 980 1201 Western Ave - Suit 450 Seattle, WA 98101 tel [4251641 -9200, fax [42 637 -8200 JPC DP MP 12/14/2007 07- 100 -0660 Revisions No. Date Descriptlan 02.08.08 Permit Issue 03.13.08 Permit Correction 2 04.16.08 Permit Revision Registration Keyplan Sheet Title Enlarged Plan and Elevations Sheet N 1-7.1 © 2003, JPC Architects, PLLC N Y N Y z o Reception Desk Scale: 3/8 " =1' -0" OPEN HALLWAY TO . Y 16 10 I--9.2 ` —9.2 I -9.2 SIC k. ----- / `� 0 KNEE ❑ N•) N SPACE _ I I I I Reception Desk/Check Out Scale: 3/8 " =1' -0" Reception Desk Scale: 3/8 "= 1' -0" 10 9 1 -9.2 I -9.2 i < < > > r i \/ Enlarged Reception Desk Scale: 3/8 " =1 ' -0" Enlarged Testing Restroom Scale: 3/8 " -1' -0" 6" MA1 Typical Mounting Heights Scale: 3/8"=1'-0" 36" MIN. Testing Supplies Scale: 3/8 " =1' -0" 7'— 1 1/2" 6 EQ. DOORS Typical Testing Restroom Scale: 3/8 " =1 -0" P -LAM COVERED —\ 3/4" PLY 2x BLOCKING P -LAM COVERED 3/4" PLY BLOCKING AS REQ 5/8" TYPE X GYP P. 3 1/2" METAL STUD W/ SOUND BAIT IN UL. Reception Desk Detail Scale: 1 " = -0" Reception Desk Scale: 3/8 " =1 ' -0" 0 [V d N P -LAM COVERED 3/4" PLY P -LAM COVERED 3/4" PLY Scale: 3/S " =1' -0" 2x BLOCKING Scale: 1 " =1' -0" 1' -0" 4' -1 IP 3 EQ. - 0 " 2 EQ. Typical Testing Restroom Reception Desk Detail ❑I D REVIEWED FOR CODE COMPLIANCE APPROV' PR 2 my Cb,OfTukwila LUILDING DIVISION j u P -LAM COVERED 3/4" PLY BLOCKING AS REQ RECEIVED CITY OF TUKIMLA APR 17 2008 PERMIT CENTER 5/8" TYPE X GYP TYP. 3 1/2" METAL STUD W/ SOUND BATT INSUL. JPC ARCHITECTS HealthForce FORT DENT ONE Floor 1 Design Team Design Drawn Checked Date JPC Project No. 601 108th Ave NEB- Suite 2250 Bellevue, WA 980 1201 Western Ave - Suit 450 Seattle, WA 98101 tel [4251641 -9200, fax [42 637 -8200 JPC DP MP 12/14/2007 07- 100 -0660 Revisions No. Date Descriptlan 02.08.08 Permit Issue 03.13.08 Permit Correction 2 04.16.08 Permit Revision Registration Keyplan Sheet Title Enlarged Plan and Elevations Sheet N 1-7.1 © 2003, JPC Architects, PLLC Scale: 1 "= 1'--0" O 0 O 0 O 0 O 0 O 0 O 0 O 0 O a O 0 O 0 O 0 O 0 O 0 O 0 Nurse's Station PER PLAN PROVIDE ACCESS TO POWER AND V/D RECEPTACLES AS REQUIRED PROVIDE BLKG AS REQUIRED 3 1/2" WIRE PULLS TYP. P LAM AT ALL VERT. EXTERIOR SURFACES TYP. 4" RUBBER BASE AT TOE KICK Break Room Scale: 3/8 " =1' -0" Scale: 3/8 " =1 ' -0" 10 EQ. DOORS 10) Nurse's Station 5 ' -6 1 _ ±3' -2 1/2" 14) Procedure Room Scale: 3/8 " =1' -0" FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. Scale: 3/8 " =1' -0" Break Room Typical Exam Room Nurse's Station Scale: 3/8 " =1' -0" 4 EQ. DOOR 2 EQ DOORS Procedure Room 10 EQ. DOORS I -9.2 I -9.2 2 10 I -9.2 1 -9.2 K EE ,4 KNEE KNEE SPACE - SPACE e SPACE 1 6 3' -0 " 3' —O" 3' —Q" Break Room Scale: 3/8 " =1' -0" Nurse's Station Scale: 3/8 " =1' -0" FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. Nurse's Station Scale: 3/8 " =1' -0" �� Scale: 3/8 " =1' -0" EXIST REFER 2' -0" _ 3' -0" 2 EQ. I 3 EQ. 6 EQ. DOOF�S 4 EQ. DOORS SEE 10/1 -7.2 APPROVE APR M 2E` 10 I 9 I -9.2 I -9.2 16) Procedure Room JPC ARCHITECTS HealthForce FORT DENT ONE Floor 1 Design Checked JPC Project No. 601 108th Ave NE.- Suite 2250 Bellevue, WA 98004 1201 Westem Ave - Suit 450 Seattle, WA 98101 tel [425]641 -9200, fax 6 [42 37 -8200 12/14/2007 07- 100 --0660 No. Date Description 02.08.08 Permit Issue 03.13.08 Permit Correction 2 04.16.08 Permit Revision STATE OF WA Elevations and Casework Details © 2008, JPC Architects, PLLC N Y AN Scale: 1 "= 1'--0" O 0 O 0 O 0 O 0 O 0 O 0 O 0 O a O 0 O 0 O 0 O 0 O 0 O 0 Nurse's Station PER PLAN PROVIDE ACCESS TO POWER AND V/D RECEPTACLES AS REQUIRED PROVIDE BLKG AS REQUIRED 3 1/2" WIRE PULLS TYP. P LAM AT ALL VERT. EXTERIOR SURFACES TYP. 4" RUBBER BASE AT TOE KICK Break Room Scale: 3/8 " =1' -0" Scale: 3/8 " =1 ' -0" 10 EQ. DOORS 10) Nurse's Station 5 ' -6 1 _ ±3' -2 1/2" 14) Procedure Room Scale: 3/8 " =1' -0" FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. Scale: 3/8 " =1' -0" Break Room Typical Exam Room Nurse's Station Scale: 3/8 " =1' -0" 4 EQ. DOOR 2 EQ DOORS Procedure Room 10 EQ. DOORS I -9.2 I -9.2 2 10 I -9.2 1 -9.2 K EE ,4 KNEE KNEE SPACE - SPACE e SPACE 1 6 3' -0 " 3' —O" 3' —Q" Break Room Scale: 3/8 " =1' -0" Nurse's Station Scale: 3/8 " =1' -0" FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. Nurse's Station Scale: 3/8 " =1' -0" �� Scale: 3/8 " =1' -0" EXIST REFER 2' -0" _ 3' -0" 2 EQ. I 3 EQ. 6 EQ. DOOF�S 4 EQ. DOORS SEE 10/1 -7.2 APPROVE APR M 2E` 10 I 9 I -9.2 I -9.2 16) Procedure Room JPC ARCHITECTS HealthForce FORT DENT ONE Floor 1 Design Checked JPC Project No. 601 108th Ave NE.- Suite 2250 Bellevue, WA 98004 1201 Westem Ave - Suit 450 Seattle, WA 98101 tel [425]641 -9200, fax 6 [42 37 -8200 12/14/2007 07- 100 --0660 No. Date Description 02.08.08 Permit Issue 03.13.08 Permit Correction 2 04.16.08 Permit Revision STATE OF WA Elevations and Casework Details © 2008, JPC Architects, PLLC AN Scale: 1 "= 1'--0" O 0 O 0 O 0 O 0 O 0 O 0 O 0 O a O 0 O 0 O 0 O 0 O 0 O 0 Nurse's Station PER PLAN PROVIDE ACCESS TO POWER AND V/D RECEPTACLES AS REQUIRED PROVIDE BLKG AS REQUIRED 3 1/2" WIRE PULLS TYP. P LAM AT ALL VERT. EXTERIOR SURFACES TYP. 4" RUBBER BASE AT TOE KICK Break Room Scale: 3/8 " =1' -0" Scale: 3/8 " =1 ' -0" 10 EQ. DOORS 10) Nurse's Station 5 ' -6 1 _ ±3' -2 1/2" 14) Procedure Room Scale: 3/8 " =1' -0" FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. Scale: 3/8 " =1' -0" Break Room Typical Exam Room Nurse's Station Scale: 3/8 " =1' -0" 4 EQ. DOOR 2 EQ DOORS Procedure Room 10 EQ. DOORS I -9.2 I -9.2 2 10 I -9.2 1 -9.2 K EE ,4 KNEE KNEE SPACE - SPACE e SPACE 1 6 3' -0 " 3' —O" 3' —Q" Break Room Scale: 3/8 " =1' -0" Nurse's Station Scale: 3/8 " =1' -0" FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. Nurse's Station Scale: 3/8 " =1' -0" �� Scale: 3/8 " =1' -0" EXIST REFER 2' -0" _ 3' -0" 2 EQ. I 3 EQ. 6 EQ. DOOF�S 4 EQ. DOORS SEE 10/1 -7.2 APPROVE APR M 2E` 10 I 9 I -9.2 I -9.2 16) Procedure Room JPC ARCHITECTS HealthForce FORT DENT ONE Floor 1 Design Checked JPC Project No. 601 108th Ave NE.- Suite 2250 Bellevue, WA 98004 1201 Westem Ave - Suit 450 Seattle, WA 98101 tel [425]641 -9200, fax 6 [42 37 -8200 12/14/2007 07- 100 --0660 No. Date Description 02.08.08 Permit Issue 03.13.08 Permit Correction 2 04.16.08 Permit Revision STATE OF WA Elevations and Casework Details © 2008, JPC Architects, PLLC W � TYPE W ALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION RATIN NO . FIRE L DES U COMMENTS WALL CEILING A ±8' --6" 3 5/8" 25 GAUGE 24" O.C. 4 7/8" - - - REF. 6/1 - 9.1 FOR BRACING 1141 EXIST EXIST EXIST EXIST EXIST EXIST 1143 EXIST EXIST 1134 EXIST EXIST EXIST EXIST EXIST EXIST 1136 EXIST EXIST EXIST EXIST EXIST EXIST 1139 POCKET WD - - - - 1141 EXIST EXIST EXIST EXIST EXIST EXIST 1143 EXIST EXIST EXIST EXIST EXIST EXIST 1145 EXIST EXIST EXIST EXIST EXIST EXIST NO. �YPE FRAvIE HDWE RATING REv1ARKS REVISION 1100A EXIST EXIST EXIST EXIST EXIST EXIST 1100B A WD - - - - 1105 EXIST EXIST EXIST EXIST EXIST EXIST 1107 A WD - - - - 1109 A WD - - - - 1110 EXIST EXIST EXIST EXIST EXIST EXIST 1112 POCKET WD - - - - 1115 EXIST EXIST EXIST EXIST EXIST EXIST 1119 EXIST EXIST EXIST EXIST EXIST EXIST 1124 EXIST EXIST EXIST EXIST EXIST EXIST 1125 EXIST EXIST EXIST EXIST EXIST EXIST 1126 EXIST EXIST EXIST EXIST EXIST EXIST 1127 A WD - - - - 1128 EXIST EXIST EXIST EXIST EXIST EXIST 1129 EXIST EXIST EXIST EXIST EXIST EXIST 1130 EXIST EXIST EXIST EXIST EXIST EXIST 1131 EXIST EXIST EXIST EXIST EXIST EXIST 1132 EXIST EXIST EXIST EXIST EXIST EXIST U z E Scale: 6 " =1' -0" Scale: NTS Scale: 3 " =1' -0" BRACING AS REQ'D Extended Grid Height Partition I( INSULATION TO EXTEND 2' -0" BEYOND EACH - SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED ONE LAYER 5/8" GWB EACH SIDE OF WALL INSULATION AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE 1/8" FOAM TAPE FINISHED FLOOR WALL WALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL INSULATION FIRE RATING/ COMMENTS TYPE THICKNESS WALL CEILING UL DESIGN NO. B t9' -O" 3 5/8" 25 GAUGE 24" O.C. 4 7/8" - - -- - 6D1108th Ave Suite : Bellevue, WA 980 1201 Western Ave - Suite Seattle, WA 98101 tel [4251641-9200, fax [42 6389 REGIS ARCfd RKTil. PET STATE OF WAS SON 1 IGTO Keyplan Construction Details © 2008, JPC Architects, PLLC APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8 "x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET - I m I AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. nd Floor Scale: NTS ottom of Deck A ACT erify Height GWB SOFFIT �8' -D" AFF Typical Mounting Heights Wall to Mullion Scale: 3"=1'-0" 5 /g" GWB OVER 2) " METAL STUDS TO STRUCTURE ABOVE SHOT PIN BY "HILTI" 0 EQUAL 100LB. MINIMUM PULL OUT TO UNDERSIDE STRUCTURE 8 GA HANGER GALVANIZED WIRE. SPACING 4'--0" O.C. MAX. ELEC. OUTLET TEL. OUTLET EXTEND GWB 6" BEYOND ACT FINISH HEIGHT SCHEDULED DOOR (OPEN OR CLOSED) WALL -MTD. TELEPHONE OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED GWB Ceiling Seismic Bracing II1111111fIIIt 111 III 11111111111 111111 6„ 2 -3/4" VERIFY W/ HARDWARE SCHEDULE NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING BOX STUD TO CONFORM TO SITE CONDITIONS UNE OF SILL (VARIES PER SITE CONDITION) MTL. STUD ATTACHED TO VERTICAL MULLION W/ DOUBLE SIDED (STICKY) FOAM TAPE 1 5/8" 20 GA METAL CHANNEL BRACING 4' -0" 0.C. STUD SPLICED AT HANGER (OPTIONAL) 5/8" GYPSUM WALL BOARD LIGHT\SWITCH DOTTED INE INDICATES OCATIOI OF LARGER LATE FOR GANGED • SWITCHES \ 2 1/2" 20 GA STEEL STUDS 2' -0" 0.C. Scale: NTS DOOR PER SCHEDULE Door Schedule 10 Door Jamb (Head Similar) Scale: 6 " =1' -0" MATCH WALL Scale: 3 " =1' -0" MAIN RUNNER POP RIVET CROSS TEE TO MAIN RUNNER MATCH GRID WIDTH Partial Height Wall WOOD CAP BLOCKING AS REQUIRED, PAINTED BLACK ONE LAYER 5/8" GWB CAP CORNER BEAD (TYP.) Ceiling Expansion Joint ONE LAYER 5/8" GWB EACH SIDE OF WALL 2 "x2" STEEL TUBE 2 "X6 "X3/16" STEEL PLATE WELDED TO POST, SECURED TO SLAB, QTY AS REQ'D SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH SPECIFIED PARTITION DOUBLE STUDS EACH SIDE OF JAMBS NOTE: COORDINATE JOINT LOCATION WITH ARCHITECT PRIOR TO GRID INSTALL, EXPANSION JOINT IS REQUIRED FOR CEILINGS 2,500 SQ. OR GREATER. 1434 WALL ANGLE (TYP.) - FINISH TO MATCH GRID CROSS TEE ACOUSTICAL TILE CEILING POP RIVET CROSS TEES TO WALL ANGLE 1/2" THICK WOOD STOP SILL BELOW BLDG STD WOOD VENEER FRAME W/ BLDG Glazing Jamb (Head simi STAIN Scale: 6 " =1' -0" �r- N Grid Height Partition Scale: 3 " =1' -0" NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT - ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' -0" D.C. MAX. AND 6' -0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT- ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -O" O.C. MAX. EACH WAY. NOTE NO. 1 NOTE NO. 2 10 0111111111 NOTE NO. 1 3 TURN IN. < 4ITHI3P. W► iiii Al RUNNER, HEAVY DUTY -� 4 5 - MAX.TYP. RUNNER ENDS AT OPPOSITE OAT FREE WALLS �_ 2 MAX TYP CROSS 'T" ' ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES PROVIDE MIN. 2" WIDE WALL ANGLE. CLUSTER AND SUSPENSION WIRE 1/2" Ft 1 1 /2" 11111101111111111111u !11111111MMIIIR 1 Ceiling Bracing Diagram SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2' -O" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL MTL. STUDS - WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE SPECIFIED PARTITION DOUBLE STUDS © EACH SIDE OF JAMBS Door Type A Scale: 3/8"—V-0" SILL BELOW Intermediate Jamb NO. 9 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. Scale: NTS Light Fixture Bracing BASE, AS SPECIFIED NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. BLDG. STD. 3'--0" X 8' -O "X 1-3/4" SC, FLUSH PANEL WOOD DOOR FINISH: BLDG. STD. STAIN CROSS TIE CODE COMPLIANCE a a:.: H- APPROVE APR .` _ BUILDING rJ -°Q . BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH RECESSED FLUORESCENT FIXTURE 45' 1 THICK WOOD I /9- TEMPERED SAFETY GLASS SET W/ GLAZING TAPE AT ENTIRE PERIMETER 60' MAX. TYP. RECEIVED CITY OF TUKWILA MAIN STRUCTURAL APR 17 2008 RUNNER 4' -0" O.C. PERMIT CENTER HealthForce FORT DENT ONE Floor 1 Design Drawn Checked Date JPC Project No. JPC DP MP 12/14/2007 07 -100 -0660 HITECTS 2250 0 Na Date Descriptlon 02.08.08 Permit Issue 03.13.08 Permit Correction d 04.16.08 Permit Revision 637 -8200 HealthForce FORT DENT ONE Floor I Site Plan MtJ PROJECT LOCATION EPARATE PERMIT REQUIRED FOR: ' ti4 FILE COPY Permit No. ip 0?) 4 011 Plar review approval Is sailed to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and is acknowledged: City of Tukwila BU ILDINC- DIVISION 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 Drawing Inc ex I-0.0 I-0.1 1—CS-1 1-1.1 1-3.1 1-4.1.1 1-4.1.2 1-6.1 1-7.1 1-7.2 I-9.1 ARCHITECTURAL Cover Sheet General Notes and Symbols Exit Plan Demolition Plan Floor Plan Demolition Reflected Ceiling Reflected Ceiling Plan Finish Plan Enlarged Plan and Elevations Elevations and Casework Details Construction Details Code Information: PROJECT ADDRESS: FORT DENT ONE 6720 FORT DENT WAY SUITE #110 TUKWILA, WA 98188 CONSTRUCTION TYPE: TYPE: V—A (FULLY SPRINKLERED/QUICK ZONE: RCM — Regional Commercial Mixed—Use OCCUPANCY: B BUSINESS TENANT SQUARE 3,600 SF TOTAL BUILDING SQUARE FOOTAGE: FIRST FLOOR: 19,750 SF SECOND FLOOR: 19,750 SF TOTAL SF: ±39,500 SF ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE DEFERRED SUBMITTAL. Legal Description: TAX PARCEL 11:2954900455 GUNDAKERS INTERURBAN ADD POR OF VAC TRACTS 4 THRU 9 & 12 THRU 17 & VAC STS ADJ IN GUNDAKERS INTERURBAN ADD LY WITHIN SECS 23 & 24 TWP 23 N RGE 4 EWM — BEG AT HWY ENGR STA P 0 T (2M) 127+45 ON THE 2M LN SHOWN ON ST HWY MAP ON PSH NO 1 (SR 405) GREEN RIVER INTERCHANGE SHEET 2 OF 4 SHEETS ESTB BY COMM RES NO 1192, FEBRUARY 19, 1962, TH NELY AT R/A TO SD 2M LN N 30-27—Q6 E 218.36 FT TAP ON A LN PLW & 140 FT, MEAS AT R/A, NELY OF SWLY MGN OF VAC KENNEDY V, 67TH PLACE S, SD PT BEING TPOB TH ALG SD PLL LN N 59-32-54 W TO BANK OF GREEN RIVER TH ALG SD BANK THE FOLG COURSES: N 38-19-12 E TAP LY S 30-04-58 W 334.53 FT FR SWLY LN OF LANDS CONVEYED TO K C UNDER RECORDING NO 7507300471 & N 30-04-58 E 334.53 FT TO SD SWLY LN TH ALG SD SWLY LN S 59-24-45 E 183.62 FT TAP ON NWLY LN OF LANDS CONVEYED TO CITY OF TUKWILA RECORDING NO 7410290105 TH ALG LAST SD NWLY LN THE FOLG COURSES: FROM A TANGENT BEARING S 30-53-45 W ALG ARC OF CURVE TO LFT RAD OF 60 F7 & C/A OF 33-10-27 ARC LENGTH 34.74 FT TH TANGENT TO THE PRECEDING CURVE S 02-16-42 E 52.69 FT TH TANGENT TO PRECEDING COURSE ALG ARC OF CURVE TO ROT RAD 32 F1 & C/A OF 24-24-42 ARC LENGTH 13.63 FT TH TANGENT TO PRECEDING CURVE S 22-08-00 W 223.43 F7 TH TANGENT TO PRECEDING COURSE ALG ARC OF CURVE TO RGT RAD 270 FT & C/A OF 08-19-06 ARC LENGTH 39.20 FT TH TANGENT TO PRECEDING CURVE S 30-27-06 W 66.52 FT TO TPOB LESS POR TO CITY OF TUKWILA UNDER RECORDING NO 7708040599 Vicinity Map: PROJECT LOCATION Project Team: CHRIS SCALZO Tenant: H EALTHFORCE 6720 FORT DENT WAY SUITE 110 TUKWILA, WA 9 8 1 8 8 (206) 242-3651 JOHN TARABOCCH IA (425) 8 0 6-5 740 FOOTAGE: (area of 01 .2Q07 ICLIoChnnI Inc tvetiS_BI Property Manager: JOHN C. RADOVICH DEVELOP EM ENT 2835 8 2ND AVE SE SUITE 300 MERCER ISLAND, WA 98040 (206) 267-6060 RESPONSE) work) APPLICABLE EDITIONS OF BUILDING CODES: 2006 INTERNATIONAL BLDG CODE (IBC), WAC 51-50 2006 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B&C 2006 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11 2006 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51-52 2002 NATIONAL ELECTRICAL CODE (NEC) 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ), WAC 51-13 2006 UNIFORM PLUMBING CODE (UPC), WAC 51-56 & 51-57 INCL. APPENDIX CHAPTERS H & L — EXCL. SECTIONS L5—L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6-4 OF APPENDIX L 2003 AMERICAN NATIONAL STANDARD, ICC/ANSI A117.1-2003 :4 t. 4257 :1.. 1 ,1 1 4ap Mixt ili NAViko Architect: JPC ARCHITECTS, PLLC 601 1 0 8TH AVE NE SUITE 2250 BELLEVUE, WA 9 8 0 0 4 (4 2 5) 641 —9 2 0 0 MARK PETERSON — EXT. 3 40 markp©jpcarchitects.com DALE PRIOR — EXT.3 5 7 dalepajocarchitects.com 0 84-0 7 CITY FEB 1 JPC RCHITECTS HealthForce FORT DENT ONE Floor 1 Design Drawn Checked Date 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Sul 450 Seattle, WA 98101 tel [425] 641 -9200, fax 637-8200 Design Team JPC DP MP 12/14/2007 JPC Project Na 07-100-0660 Revisions No Moe Description 02.08.08 Permit Issue Registration TE CHITE PETERS ASHIN Keleplan 10111.1111111 Cover Sheet & Site Plan Sheet No. , 1-0.0 0 2008, JPC Architects. PLLC fp 1 CENER Abbreviations: General Notes: Demolition Notes: Electrical Notes: Reflected Ceiling Notes: A/C ACT AFF ALT. APPROX. BD BLDG BU< B B B/s BU CAB CLG CLR COL CONC CONS CONT CORR CPT CT CTR DEMO DTL DF DIA DIM DN DR DWG DRW E EA EL ELEC ELEV EQ EQUIP EST EXIST EXP FEC FF FH FIN FLR FLUOR FOIC FOS FOC FOF FT FUR GA GC GL GWB HCPD HDR HDWR HORIZ HR HT HVAC INSUL JAN JT KIT LAM LAV LH MAX MECH MIL MFR MIN MISC MTD MUL NIC NTS OA OC OD OH OPNG P - LAM PNL PR PTN RAD RB RT REF REFR REINF REQ REV RH RM RO S SC SEAL SECT 51 SIM SPEC SS STL STOR STRUC SUSP TEL TEMP IFTI THK THRESH TV TYP UNFIN UNO VCT VEN VERT VES TI WY VWC W W/ WD W/0 WT AIR CONDITIONING ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR ALTERNATE APPROXIMATE BOARD BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD BUILT UP CABINET CEILING CLEARANCE) ) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER DEMOLITION DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DRAWING DRAWER EAST ELEVATION ELECTRICAL ELEVATOR EQUAL EQUIPMENT ESTIMATE EXISTING EXPANSION FIRE EXTINGUISHER CABINET FACTORY FINISH FULL HEIGHT FINISHED) FLOOR FLUORESCENT FURNISH BY OWNER, INSTALL BY CONTRACTOR FACE OF STUD(S) FACE OF CONCRETE FACE OF FINISH FOOT /FEET FURRED /FURRING GAUGE GENERAL CONTRACTOR GLASS /GLAZING GYPSUM WALL BOARD I HANDCAPPED HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING AIR CONDITIONING INSULATION JANITOR JOINT KITCHEN LAMINATE(D) LAVATORY LEFT HAND MAXIMUM MECHANICAL METAL MEZZANINE MINIMUM rCTURE(R) MISCELLANEOUS MOUNTED MULLION R IN CONTRACT NOT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OUTS OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PAIR PARTITION RADIUS RESILIENT BASE RESILIENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOLID CORE SEALANT SECTION SHEET SIMILAR SPECIFICATION STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED TENANT FURNISHED & TENANT INTALLED THICK(NESS) THRESHOLD TELEVISION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VENEER VERTICAL 1. 2. 3. 4. 5. 6. 7. 8. 9 . 10. 11 . 12. 13. 14. 15. 1 6. 17. 18. 19. 20. 21. 22. 23. 24. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 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 CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH A ND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 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 THOROUGH 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. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL SHALL CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES 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. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). ) CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10 THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT EEC THIS STANDARD. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE PATTERN TEXTURE SIZE SHAPE , , TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. INSTALLATION 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 CEI WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIP 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. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE- TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 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 STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS PROVIDING COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 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. 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, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DRYWALL /MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CASEWORK. 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONSTRUCTION ESTIMATING /BUDGETING PROCESS THE R ESPONSIBLE FOR OBTAINING FROM THE BUILDING VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL INFORMATION SHOULD THEN BE IMMEDIATELY SHARED ARCHITECTS ' SELECTED FLOORING REPRESENTATIVE(S), FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS INSTALLATION /FINISH PRODUCTS. IF NO MOISTURE FINDING ARE IN QUESTION THE GENERAL CONTRACTOR TESTS: A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS AND (1) TEST FOR EVERY ONE THOUSAND FLOORS WITHIN SCOPE OF WORK. THE CALCIUM CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION TEST METHOD" FOR MEASURING VAPOR EMISSIONS " USING ANHYDROUS CALCIUM CHLORIDE PROVIDE THE ARCHITECT AS NOTED ABOVE B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN WRITTEN REPORT OF FINDINGS TO THE ARCHITECT IF REQUIRED BY THE CALCIUM CHLORIDE TEST A APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. MEMBRANE(S) SHALL BE APPROPRIATED FOR EACH SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER INSTALLATION/APPLICATION INSTALLER SHALL BE UTILIZED FOR INSTALLATION / MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE PERFORMANCE AND LIFE CYCLE GUARANTEES. 33. CONCRETE SLAB ON GRADE REPAIR _ MINOR SCOPE W HERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK PRESENT) AND PROTECT FOR FUTURE RE-INSTALLATION. UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE RE- INSTALL THE EXISTING VAPOR BARRIER AND BIND PRESSURE SENSITIVE TAPE TO ENSURE AN AIR /MOISTURE NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING HY -150 ADHESIVE (OR SIMPSON SET ADHESIVE). PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), ()' INFILL SHALL CENTERED IN THE CONC ETE COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS MANNER. FUNCTIONING & OPERATIONAL MAN 35. COORDINATE WITH SUB - CONTRACTORS THE LOCATIONS OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT CASEWORK. 36. CUSTOM CASEWORK SHALL CONFORM TO A.W.I. STANDARDS FABRICATION. .;1: / � . c i r " .. SPACKLED AND SANDED SMOOTH TO MATCH ADJACENT OR SHALL BE ALIGNED. NEW FLOORING MATERIALS, THUS LEVEL, SQUARE AND TRUE. DETAILS OF COORDINATION BETWEEN OTHERWISE NOTED. GLAZING POLISH ALL GLASS PRIOR TO PROVIDE NON- COMBUSTIBLE FLOOR OR ABOVE 4' -0" HT. ALL CARPET SEAMING, LIGHTING, CONDITIONS DURING THE GENERAL CONTRACTOR SHALL BE OWNER D OCUMENTATION AS TO THE ON GRADE SLAB CONDITIONS ". THIS BETWEEN THE ARCHITECT, THE AND FLOORING SUB CONTRACTOR AND ANCILLARY TEST CAN BE FURNISHED OR IF SHALL PERFORM THE FOLLOWING FOR THE FIRST THOUSAND SQUARE SQUARE FEET THEREAFTER AT ALL CHLORIDE TEST SHALL BE OF ASTM F 1869 "STANDARD RATE OF CONCRETE SUN -FLOOR A WRITTEN REPORT OF FINDINGS TO SCOPE OF WORK. PROVIDE A AS NOTED ABOVE. WATERPROOF MEMBRANE SHALL BE THE WATERPROOF FINISH FLOORING APPLICATION AS VIA THE ARCHITECT. A LICENSED OF EACH SPECIFIC PRODUCT) AND A WRITTEN CONFORMANCE TO THE SPECIFIED AND UPHOLD ALL ARE FEET OR LESS ) (100 SQUARE ( MUST OCCUR; CONDUCT THE -GRAPH AND /OR X -RAY) TO THAT SHOULD NOT BE DAMAGED. THE EXISTING VAPOR BARRIER (IF EXECUTE THE NECESSARY AND RE- COMPACT THE SUBJECT EXCAVATED MATERIALS ARE NOT NEW FREE DRAINING GRANULAR OF THE MAXIMUM DRY DENSITY ASTM 0 1557 TEST PROCEDURE. SEAMS WITH MINIMUM 3" WIDE RESISTANT BOND. ATTACH INCH LONG #4 REBAR AT 24 INCHES CONCRETE SLAB WITH HILTI REINFORCEMENT SHALL BE INSTALLED PROVIDE W2 X W2 X 6 X 6 SLAB TO MATCH THICKNESS OF HAVE A MN IIMUM 28 DAYDOWELS WATER CEMENT RATION OF 0.58 LEI CURE AND PROVIDE SLABS CONSULT A STRUCTURAL FOR ADDITIONAL REQUIRED TO BE IN A FULLY OF ELECTRICAL AND VOICE DATA VOICE/ DATA AND DESIGN OF CUSTOM FOR CUSTOM GRADE - /. rr r` `' • �.. , ' i / 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING , HEREIN. ADJACENT FINISH, OR AS NOTED HEREIN 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOUTION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 1. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE A5 SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W ENGINEER OF ALL OUTLETS AND TAKE PRECEDENCE W/ ) OVER ALL OTHERS, U.N.O.. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1 -0 , MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT, ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELLED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.Q. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, U.N.O. 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE - PIECE TYPE, U.N.O. 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND /OR APPLICATION OF WALLCOVERINGS & CARPET SPECIFIED. 15. POWER /DATA /TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. 16. THE FURNITURE ELECTRICAL IS AN 8 -WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8 -WIRE CONFIGURATION. 17. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION. 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WI... e --- COVER PLATE U.N.O. E r OUTLET FINISHES: � P � � 1 • COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS > SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS , LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE- CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND /OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFICT WITH ANY /ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. LENS BAFFLE ETC TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. T) 8 r P � r HealthForce FORT DENT Floor 1 , 5, e R Cl 108th Ave Bel WA 1201 Western Seattle, WA 98101 tel [425]641 - 9200, ONE H I T E C T S N ^ - Suite 2250 980e l - 5w e 450 101 \ fax [425 637 - 8200 Design Team Design JPC Drawn DP Checked MP Date 12 14 2007 / / JPC Project No. 07-100-0660 Revisions No. Date Description 02.08.08 Permit Issue Registration • Dimension Notes: 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL ' PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE "CLEAR" "CLR" " NOTED. ALL DIMENSIONS MARKED CLEAR OR CLR SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. " » 3. DIMENSIONS NOTED CLEAR OR CLR MUST BE ACCURATELY`' MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 4. DIMENSIONS MARKED MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. 5. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 6. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9. 9. ALL DOORS SHALL HAVE 1' -6" CLR. ON STRIKE /PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. Keyplan r,_ _:._._..... r.. 6389 �`r GI A ` ITECT erERSON STA OF '` SHINGTON > Finish Notes: 1. ALL AREAS TO RECEIVE CARPE AND BASE AS SCHED U . N . O . 2. ALL AREAS TO RECEIVE RB -1 U.N.O. 3. ALL WALLS &PARTITIONS TO RECEIVE P -1 U.N.O. 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. 6. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS 7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 8. ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON- PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON-PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. 11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUE- "STANDARD FOR INSTALLATION SPECIFICATION OF » COMMERCIAL CARPET", CRI 104 - 2002 EDITION. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. ABOUT ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY ABOUT. RECF E C• '`~`' FEB 1 120 CODE ISOLATED GROUND- GRAY_° UPS- ORANGE II Ra :; ALL OTHERS- MATCH BUILDING STANDARD SWITCH SWITCH FINISH: MATCH BUILDING STANDARD_,,,; � A. COVERPLATE FINISH: MATCH BUILDING STAND•'■p (INCLUDES ALL COVERPLATES -POWER VOICE D TA - , -" ( / / �O a�`I Bt" CI 1 . . t :�' IL DING_ �'. `. -- Notes: 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. 4. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. 5. THRESHOLDS AT DOORWAYS SHALL BE 4" MAXIMUM IN HEIGHT. PER ICC /ANSI A117.1 -2003 SECTION 404.2.4. 6. ICC /ANSI A117.1 -2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. 7. IBC 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGREE PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 9. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. w s.��y " "- P ��.�e`�.rr• >" Sheet Title General Notes Q_ Symbols VC Sy of Legend: 2306 ROOM NUMBER REFERENCE © 1 E DETAIL REFERENCE BUBBLE JOB NORTH REFERENCE KEY (REFER TO SHEET /KEY NOTES) Sheet No. � VESTIBULE VES IB VINYL WALL COVERING WEST /WIDE WITH WOOD WITHOUT WEIGHT ( 230 ) DOOR NUMBER REFERENCE. REVISION REFERENCE ® © 2008, I sm. 0 I JPC Architects, PLLC 1 -10.3 INTERIOR ELEVATION SYMBOL © a PEkivoIT" CENTEf cc CO EXIST OFFICE TESTING R.R. TESTING R..R. RECEPTION u CHECK OUT i 8<IST EMPLI .EE R.R. • – 01ALW4OAY — SOUND TESTING TOTAL DIST: 80' -0" EXIST R.R. I SUITE 110 EXIST 3,600 SF WAITIN x� ■ ■I ■I ■I i,i■i■i I • • • EXIST EXAM EXAM EXIS DAR EXIST EXAM EXIST EXAM EXIST X –RAY RM. EXIST PROCEDURE RM. 1 SCOPE OF WORK Exit Plan Scale: 1/4 " =1' -0" Legend: REVIEWED FOR CODE COMPLIANCE APPROVEFJ MAR 2 1 2000 Checked Date JPC Project No. 12/14/2007 07-100-0660 "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100' -0" (75' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION #1. 4-. r.... -. -.- "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300' –O" (200' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. DENOTES NUMBER OF OCCUPANTS rc7 c ( •.:- FEB 1 HealthForce FORT DENT ONE Floor 1 .Lu Design No. Date LA Ui^N H I T E CTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Su 450 Seattle, WA 98101 to I [425] 641 -9200, fax 42S 637 -8200 Description 02.08.08 Permit Issue Exit Plan & Code Summary -CS -1 © 2008, JPC Architects, PLLC 0- 0 0 0 0 n 0 0 O O 0 x a co FIELD VE FY SCOPE OF WORK r SCOPE OF WORK I titk) Demolition Plan Ver Scale: 1/4"=V-0" I I I I I Key Notes: O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. ROLL -UP, BAG AND PROTECT EXISTING EXTERIOR HORIZONTAL MINI - BLINDS. REPAIR AND /OR PROVIDE NEW WHERE FOUND MISSING OR DAMAGED. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. DEMOLISH ALL EXISTING FINISH FLOORING AND BASE, UNLESS OTHERWISE INDICATED. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. DEMOLISH EXISTING PARTITION WALLS (PARTIAL, GRID HEIGHT & FULL HEIGHT) AS NOTED ON PLAN. PROTECT EXISTING ADJACENT SURFACES, INCLUDING BUT NOT LIMITED TO CEILING, ADJACENT WALLS AND FLOORING. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. DEMOUSH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY EQUIPMENT /DEVICES (INCLUDING LOW VOLTAGE CABLING) AS REQUIRED FOR NEW CONSTRUCTION. LOW /LINE VOLTAGE CABLING /WIRING SHALL BE TERMINATED (REMOVED) PER MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES AND DESIGN /CONSTRUCTION STANDARDS FOR FORT DENT ONE. REFER TO DESIGN -BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. REMOVE AND REUSE EXISTING DOORS, FRAMES, SIDELITES AND HARDWARE. DEMOLISH AND DISPOSE OF EXISTING MILLWORK (UNLESS OTHERWISE REQUESTED TO BE RETAINED). WHERE SINKS EXIST IN MILLWORK, TERMINATE AND CAP ALL EXISTING SUPPLY /WASTE LINES BEHIND WALL AND /OR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNLESS NOTED OTHERWISE. DEMOLISH AND DISPOSE OF PLUMBING FIXTURE (AND ASSOCIATE MILLWORK, IF PRESENT). TERMINATE AND CAP ALL EXISTING SUPPLY /WASTE LINES BEHIND WALL AND /OR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNLESS NOTED OTHERWISE. DEMOLISH AND DISPOSE OF EXISTING MILLWORK (UNLESS OTHERWISE REQUESTED TO BE RETAINED). SALVAGE EXISTING SINK TO BE RE -USED IN NEW CASEWORK THIS AREA, SEE FLOOR PLAN. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNLESS NOTED OTHERWISE. Partition Legend: REVIEWED FOR CODE COMPLIANCE APP .° OVED MAR 2 1 NH City Of Tukwila BUILDING DP 115 j• ..' EXISTING PARTITION /CONSTRUCTION TO REMAIN EXISTING PARTITION TO BE REMOVED EXISTING SHELL & CORE WALLS TO REMAIN CITY FL5 1 ?0133 P i vii17 CENaER JPC " RCHITECTS HealthForce FORT DENT ONE Floor 1 Design Team Design Drawn Checked Date JPC Project No. 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42'5 637 -8200 JPC DP MP 12/14/2007 07 -100 -0660 No. Date 02.08.08 Description Permit Issue Registration Keyplan Sheet Title Demolition Plan © 2008, JPC Architects, PLLC z U z Ed a iI 1 '�! .1 =1 ADA ACCESSIBLE RESTROOM NOTE: EXISTING RESTROOMS #1105 & #1131 ARE ACCESSIBLE RESTROOMS. PER IBC TABLE 2902.1 BOTH AMENDED AND NON— AMENDED CALCULATE TO A MINIMUM ONE RESTROOM REQUIRED PER SEX. THESE RESTROOMS ARE IN ADDITION TO AN EMPLOYEE ONLY RESTROOM #1115 LOCATED NEAR THE BREAKROOM. DRUG SCREEN RESTROOMS SHOWN ON PLAN ARE FOR DRUG SCREEN PURPOSES ONLY. AS REQUIRED ALL WATER SOURCES MUST BE SECURED DURING THE SCREENING PROCESS, WHICH MEANS PATIENTS CANNOT HAVE ACCESS TO WATER WHEN PROVIDING A SAMPLE INTO THE COLLECTION CUP. TO BE ABLE TO PROVIDE FOR PATIENTS IN NEED OF ACCESSIBLE FACILITIES, RESTROOMS #1105 & #1131 ARE EQUIPPED FOR TESTING PURPOSES UNDER EXISTING STAFFING GUIDELINES. RESTROOM #1105 & #1131, WHEN USED FOR SAMPLE COLLECTION, FAUCETS ARE SECURED AND BLUE DYE IS ADDED TO THE TOILET TO PREVENT SAMPLE CONTAMINATION. EXIST OFFICE EXIST WAITING TESTING R.R. TESTING R.R. (11os) ( 1107 ) EXIST R.R. ( 1105) ( 11277 RECEPTION CHECK OUT EXIST BREAK RM. EXIST EMPLOYEE R.R. 1115 EXIST EXAM EXIST RECORDS EXIST TREADMILL RM. HALLWAY TYP EXIST EXAM SOUND TESTING ALIGN EXIST EXAM EXIST EXAM NURSES HALLWAY EXIST OFFICE EXI DAR. EXIST X —RAY RM. ( 1136 ) EXIST PROCEDURE RM. Partition Legend: SCOPE OF WORK r L L SCOPE OF WORK 161. Floor Plan Scale: 1/4"=V-0" ' -0" e i i i s s / Key Notes: O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO REFLECTED CEILING AND /OR FINISH PLAN FOR ADDITIONAL INFORMATION. • GENERAL CONTRACTOR TO FIELD VERIFY ALL CRITICAL DIMENSIONS WITH EXISTING CONDITIONS. O FIRE EXTINGUISHER CABINET (F.E.C.). MOUNT AT 54" ABOVE FINISH FLOOR (A.F.F.). PROVIDE IDENTIFICATION SIGNAGE AT EACH EXTINGUISHER LOCATION AS REQUIRED. CONFORM TO BUILDING STANDARD FOR MANUFACTURER (CABINET /BOTTLE) TYPE AND STYLE. • PROVIDE AND INSTALL SAFETY GLAZING AS REQUIRED BY THE 2003 INTERNATIONAL BUILDING CODE (I.B.C.) AND LOCAL CODES. PROVIDE ACOUSTICAL BATT (NON — FACED) INSULATION AT WALL AND CEILING. WHERE GRID HEIGHT WALLS OCCUR LAP TOP TRACK 4' —O" EACH SIDE CONTINUOUSLY ABOVE CEILING AND AT FULL HEIGHT WALLS OMIT CEILING INSULATION. © ANCILLARY FURNITURE, FIXTURES AND EQUIPMENT, TENANT FURNISHED AND INSTALLED INCLUDING, BUT NOT LIMITED TO FILE CABINETS, TABLES, CHAIRS AND NON— IDENTIFIED MILLWORK. Symbols Legend: F.E.C. 0 A REVIEWED FOR CODE COMPLIANCE g MOVED MAR 2 1 2900 City Of Tukwila BUILDING aryi5Iom EXISTING PARTITION TO BE REMOVED CORRECTION .TR#- EXISTING PARTITION /CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS GRID HEIGHT PARTITION. REFER TO DETAIL 11/1 -9.1. mmLENI FULL HEIGHT PARTITION TO STRUCTURE. REFER TO •••=tmol DETAIL 12/1 -9.1 BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE SPECIAL RECEPTACLE CORE DRILL J —BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. POWER POLE VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER WALL TAG to$ 079 NO DESIGNATION = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH No. JPC ' R HITECTS ealthForce RT DENT ONE or 1 Design Drawn Checked Date JPC Project No, Date 02.08.08 �i 03.13.08 601 108th Ave N - Suite 2250 Bellevue, WA 980: 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425]641 -9200, fax [42 637 -8200 JPC DP MP 12/14/2007 07- 100 -0660 Description Permit Issue Permit Revision Keyplan Sheet Title Floor Plan REcENEr MAR 14 2008 PERMIT CENTER, 1-3.1 © 2008, JPC Architects, PLLC U Z 4 NEM • SCOPE OF WORK r ' ��� , �' _ , irrrirri, �� irr! � irrrrrri "1� wm. FAA 11 mMOIMINIKO PlurmAINOE rar i/ k A % / IIL D SCOPE OF WORK A) Demolition Reflected Ceiling Plan v . Scale: 1 /4 " =1 ' -0" Key Notes: O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO REFLECTED CEILING AND /OR FINISH PLAN FOR ADDC11ONAL INFORMATION. O GENERAL CONTRACTOR TO FIELD VERIFY ALL CRITICAL DIMENSIONS WITH EXISITNG CONDITIONS. O EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. REPLACE ALL BENT /SCRATCH OR OTHERWISE DAMAGED CEILING GRID AND DAMAGED AND /OR STAINED TILE WITHIN SCOPE OF NEW WORK. ASSUME 35% NEW CEILING TILE OVER SCOPE OF WORK, NOT INCLUDING LIGHT REMOVAL /RELOCATION. POCHE' INDICATES EXTENT OF EXISTING SUSPENDED CEILING GRID, ACOUSTICAL TILE AND ASSOCIATED SUPPORT /RESTRAINT SYSTEMS TO BE DEMOLISHED. PREPARE EFFECTED AREA(S) AS REQUIRED FOR SCOPE OF NEW WORK. REFER TO REFLECTED CEILING PLAN AND DESIGN —BUILD CONSULTANT DOCUMENTS FOR ADDITIONAL INFORMATION. EXISTING GYPSUM WALL BOARD CEILING /SOFFIT TO BE REMOVED (UNLESS OTHERWISE INDICATED), PATCH AND REPAIR AFFECTED G.W.B. SUBSTRATE AS REQUIRED FOR FINISH TREATMENT. REFER TO REFLECTED CEILING PLAN AND FINISH PLAN FOR ADDITIONAL INFORMATION. MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES AND DESIGN /CONSTRUCTION STANDARDS FOR ONE BELLEVUE CENTER INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES /RETURNS), BALANCING, SPRINKLER HEAD AND /OR HORN /STROBE RELOCATION. EXISTING CURTAIN TRACK TO BE REMOVED. PREP AFFECTED AREA TO MINIMIZE DAMAGE TO ADJACENT SURFACES. RENEW ED F iCA �.. CODE COMPLIANCE N.DPROVEV MAR 2 1 I�;�; JPC R HITECTS HealthForce FORT DENT ONE Floor 1 601 108th Ave N ^ - Suite 2250 Bellevue, WA 980 1201 Western Ave - Suit 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 Design Drawn Checked Date JPC Project No. 2003 12/14/2007 07- 100 -0660 No. Date Description 02.08.08 Permit Issue Demolition Reflected Ceiling Plan © 2008, JPC Architects, PLLC F �F'hiVsjU C YNs'EaR, U z cn c i . 111118111 bl I II P A A i n Ip74 I I III LvAibdtlogem 11, Fr Ili I ', ;7, , , I I Mil 1 I Mi.rirAlrir A mom ILwAirAr r mon ram. irstirA Amr PAE irM 1111 'VW"' I� I Il.a a no 117■0 AL lar OPAIMErop 4,40MMEr 4 PAM WANE= I. AM" 4.0 AMMON AMENKUO 04WOMINAEN 4rommorir rims WIWA NRIMPIEria SCOPE OF WORK r 1 I Lev AmmuiPiP667, ormi °I" weAmo 7 I 1 ii/ ■ .ter SCOPE OF WORK 1 I I I I Ai.) Reflected Ceiling Plan vr Scale: 1 /4 " =1' -0" / / / / / Key Notes: O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. a EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. REPLACE ALL BENT /SCRATCH OR OTHERWISE DAMAGED CEILING GRID AND DAMAGED AND /OR STAINED TILE WITHIN SCOPE OF NEW WORK. ASSUME 35% NEW CEILING TILE OVER SCOPE OF WORK, NOT INCLUDING LIGHT REMOVAL /RELOCATION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. O GYPSUM WALL BOARD CEILING (REFER TO PLAN FOR ELEVATION ABOVE FINISH FLOOR (A.F.F.). REFER TO DETAIL 9 &13/I -9.1 FOR ADDITIONAL INFORMATION. POCHE INDICATES EXTENT OF NEW HEAVY -DUTY 2 X 4 SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. CONFORM TO BUILDING STANDARDS FOR MANUFACTURER, TYPE AND STYLE. COORDINATE INSTALLATION AS REQUIRED FOR TYING INTO EXISTING A.C.T. CEILING SYSTEM. REFER TO DETAIL 14 &15/I -9.1 FOR ADDITIONAL INFORMATION. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES. v CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. O NEW OPPERABLE PARTITION TRACK TO BE MOUNTED TO CEILING. STRUCTURAL ENGINEERING TO BE DESIGN -BUILD VIA GENERAL CONTRACTOR. Symbols Legend TYPE SYMBOL F -1 F -2 F -3 $ $3 1■I O NO DESIGNATION = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH Lighting Power Budget ALLOWABLE WATTAGE PER SF TYPE F -1 F-2 F -3 SQ. FT. 3600 WATTS/ FIXTURE 96 48 24 MFG. REVIEWED 7,OR CODE COMPLIANCE A MEG MAR 2 1 2110C OP Of TUkWila BUILDING DIVISION SWITCH DESCRIPTION SWAY SWITCH BLDG STD EXIT LIGHT EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE NEW BLDG STD 2x4 CEILING TILE IN EXISTING GRID BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD 2x2 FLU. LIGHT FIXTURE BLDG STD RECESSED, FLU. DOWNLIGHT FIXTURE, 2 -13W QUAD LAMPS WATTS PER SF 1.0 QTY. 7 52 10 TOTAL ALLOWED WATTS 3600 TOTAL WATTS 672 2,496 240 3,408 JPC HealthForce FORT DENT ONE Floor 1 Design Drawn Checked Date JPC Project No. No. Date JPC DP MP 12/14/2007 07- 100 -0660 Description 02.08.08 Permit Issue Reflected Ceiling Plan 1 -4.1.2 © 2008, JPC Architects, PLLC HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Suite 450 Seattle, WA 98101 tel 14251641 -9200, fax [42 'S]637 -8200 Registration Sheet Title UPI r D ` FEB 1 1 2003 1 t Sheet N o. cci C3 DAR EXIS / \ / \ / \ / \ / \ EXIST OFFICE F TESTING R.R. EXIST WAITING TESTING R.R. EXIST R.R. RECEPTION CHECK OUT EXIST RECORDS EXIST TREADMILL RM. HALLWAY SOUND TESTING NURSES STATION I 1133 EXIST OFFICE Finish Specifications FLOORING CPT TYPICAL FLOORING, U.N.O. 1 MFR: PATCRAFT STYLE NAME: DAllLE STYLE NO: #10119 COLOR NO: FLAMBOYANT #19307 INSTALLATION: ASHLAR PATTERN, PERPENDICULAR TO HALLWAY #XXXXX MFR REP.: TBD GENERAL WALL PAINT (TYPICAL U.N.O.) MFR: p COLOR NAME: COLOR NO: SHEEN: ACCENT WALLS CASE WORK VINYL COMPOSITION TILE MFR: FORGO SERIES: SMARAGD CLASSIC #6614 COLOR NAME: SAND TYPICAL BASE, MFR: PRODUCT: COLOR NAME: COLOR NO: MFR: COLOR NAME: COLOR NO: SHEEN: MFR: COLOR NAME: COLOR NO: SHEEN: U.N.O. JOHNSONITE RUBBER BASE EITHER ORE #66 BENJAMIN MOORE WHITE MOUNTAINS #906 EGGSHELL, SEMI —GLOSS © WET AREAS BENJAMIN MOORE HILTON HEAD CREAM #1107 EGGSHELL, SEMI —GLOSS © WET AREAS BENJAMIN MOORE GUESTHOUSE #1117 EGGSHELL, SEMI —GLOSS © WET AREAS WALLCOVERING: PATIENT LOBBY AREA (OPTIONAL) MFR: MDC DORATO SERIES VINYL WALL COVERING STYLE: MASI #PD06209 COLOR NAME: FRESCO PLASTIC LAMINATE MFR: LAMINART COLOR NAME: EUROGOLDSILVER COLOR NO: #5030P LOCATION: VERTICAL FACES ® RECEPTION DESK PLASTIC LAMINATE MFR: LAMINART COLOR NAME: BRUSHED GOLD (CHRYSALIS COLLECTION) COLOR NO: #4007 —A LOCATION: ALL COUNTERS /HORIZONTAL SURFACES PLASTIC LAMINATE MFR: LAMINART COLOR NAME: BARLEY — PAPERFORM COLOR NO: #225 —T LOCATION: VERTICAL FACES © EXAM, LAB, TESTING, AND TREATMENT PLASTIC LAMINATE MFR: WILSONART COLOR NAME: SPICED ZEPHYR COLOR NO: #4859 -60 LOCATION: WAINSCOT, RESTROOMS SCOPE OF WORK r SCOPE OF WORK s\SN 4 ,0 0 EXIST / N OFFICE 11134 1 I it) Finish Plan Scale: 1/4 " =1' -0" I I I COVE COVIPIAP\i OR 60'k ; a : Key Notes: O KEYNOTE TEXT CITY ... FEB 1 1 200'. tvI :r,I TCENTER HealthForce FORT DENT ONE Floor 1 Design Drawn Checked Date JPC Project No. No. Date 601 108th Ave NE- Suite 2250 Bellevue, WA 980 1201 Western Ave - Suite 450 Seattle, WA 98101 to I [425] 641 -9200, fax [425637 -8200 JPC DP MP 12/14/2007 07- 100 -0660 Description 02.08.08 Permit Issue Sheet Title Finish Plan I -6.1 © 2008, JPC Architects, PLLC HITECTS 1 E 4 0 N H ' -3 3/ „ 8 -2 Enlarged Reception Desk Scale: 3/8 " =1' -0" Enlarged Testing Restroom Scale: 3/8 " =1' -0" 4 -0" 0 4 Scale: 3/8 "= 1'--0" Scale: 3/8 " =1' -0" Scale: 3/8 " =1' -0" 0 1 0 co Reception Desk HALLWAY 0 OPEN TO HALLWAY KNEE SPACE 4' -0" Reception Desk/Check Out Typical Mounting Heights 5' -0" 4 EQ. 8' -0" 7 I 6 EQ. I 7 J N) WAITING O FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. Break Room Scale: 3/8 "=1' -0" Typical Testing Restroom Scale: 3/8 "= 1'--0" r) 0 N) Scale: 3/8 " =1' -0" 7 12 1 -7.2 ' 1 -7.2 4 -8" 3 EQ. 11 )11W1 \/ Typical Exam Room 1, 1 ' - 6" 2 , -2 „ 1' —O 2 EQ. 7 -9 » / 3' — 10 4 EQ. 1'— 0 N • FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. Reception Desk Scale: 3/8 " =1' -0" FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. g Break Room Scale: 3/8 " =1' -0" N N Typical Testing Restroom Scale: 3/8 " =1' -0" N I 1� O 0 Scale: 3/8"=1 KNEE SPACE I i 4 EQ. i NIY 1 N N N 3' -0" I 1' -3 1/4" 2 EQ. El 1'— 12 1 -7.2 4'--8" 3 EQ. 5' -3 1/4" 4' -1" 3 EQ. , —O „ 2 EQ. .2 1 -4" Fl LE I I 2'-2 I, 1' -6" 2 EQ. 1 - Exam Room (1125& 1130) KNEE SPACE I 5' -1 1/4" 9 ;n EWED FOB. i CODE COMPLIANCE APPROVED MAR 2 1 700s _ • •e LAW LINO' BuiLpING ?x c I 1' -4" FILE 0 N I 0 F. JPC A R HITECTS HealthForce FORT DENT ONE Floor 1 Design Drawn Checked Date JPC Project No. FEB 112 3 pE.Bsvii T CEN1 JPC DP MP 12/14/2007 07 -100 -0660 Revisions No. Date Description 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Sul a 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 02.08.08 Permit Issue Sheet Title Enlarged Plan and Elevations Sheet No. I -7.1 © 2008, JPC Architects, PLLC 1 ADA Reception Desk Scale: 1"=1'-0" PLAM AT ALL EXPOSED - EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3" WIRE PULLS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED Upper Cabinet Scale: 1"=1'-0" PLAM COUNTER TOP AND EDGE GROMMET, FIELD LOCATE SCRIBE TO WALL CONTINUOUS LEDGER TO MATCH WALL OPEN FOR CABLE ACCESS 3/4" THICK PLAM SUPPORT BRACE FILE CABINET N.I.C. WHERE OCCURS Scale: 1 " =1' -0" 0 0 0 0 0 Support Counter 8" t 0 0 0 0 0 4 tr w 4 w N I 1 P -LAM COVERED 3/4" PLY P -LAM COVERED 3/4" PLY PLAM AT ALL EXTERIOR SURFACES TYPICAL Reception Desk Scale: 1"=1'-0" 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 4" RUBBER BASE AT TOE KICK z 0 4" RUBBER BASE- AT TOE KICK p) Open Base Cabinet Scale: 1"=1'-0" 3" 1, 4 Base Cabinet Scale: 1 " =1' -0" I 3" 0 a 0 0 0 a 0 0 0 0 I ?: 2' -0" U.N.O. rl- 2' -0" U.N.O. 0 0 0 0 0 0 0 0 a 0 t P -LAM COVERED 3/4" PLY BLOCKING AS REQ 5/8" TYPE X GYP TYP. 3 1/2" METAL STUD WI SOUND BATT INSUL. PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS Q FILE 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 4" RUBBER BASE AT TOE KICK Scale: 1"=1'-0" 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL Nurse's Station Scale: 3/8 " =1' -0" Procedure Room Scale: 3/8 " =1' -0" Base Cabinet with Drawer 4" RUBBER BASE AT TOE KICK a CO FILE 3" 1, 3" 0 0 0 0 0 0 2 EQ. FILE 2' -0" U.N.O. 2' -O" U.N.O. 0 0 0 0 0 0 10 -11" 2 EQ. FILE 1' -0 ANGLED CASEWORK SEE 4/1 -7.2 / \ -7 PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING MELAMINE AT ALL INTERIOR SURFACES TYPICAL FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. 3" WIRE PULLS HEIGHT OF DRAWERS TO BE EQUAL BASED ON OVERALL CABINET HEIGHT REFER TO ELEVATION FOR DRAWER AND BOX CONFIGURATION 4" RUBBER BASE AT TOE KICK Scale: 3/8 " =1' -0" r0 0 Scale: 3/8"=1'-0" Scale: 1"=-1'-0" ANG ED CASEWORK 0 w LL w 0! INTEGRAL TOE KICK 5. E 3/1 - 7.2 Nurse's Station Procedure Room /3 ,, 3'-0" 2 EQ. Drawer Base Cabinet 8' -5" -6" 2' -0" U.N.O. N/ 6' -0" 4 EQ. 1 - 7.2 / \/ 3' -0" / EXIST REFER 2 EQ. _ �� R EVIEWED FOR CODE COMPLIANCE a ;* MED 2 1 2 Rtiiic ''.11510_ , PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL PROVIDE FILE HOLDERS INSIDE FILE DRAWER WHERE OCCURS PLAM COUNTER TOP & BACKSPLASH PROVIDE BLOCKING AS REQUIRED LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING HATCHED AREA INDICATES CLEARANCES REQUIRED PER ADA MELAMINE AT ALL INTERIOR SURFACES TYPICAL DIAGONAL BRACE 4" RUBBER BASE AT TOE KICK. UNDERCUT DOOR & TRIM BASE AS REQ'D TO CLEAR SPEC. FINISH FLOOR HealthForce FORT DENT ONE Floor 1 Design Team Design Drawn Checked Date JPC ®R HITECTS JPC Project No. No. Date 601 108th Ave N - - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Sut - 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 JPC DP MP 12/14/2007 07- 100 -0660 Revisions Description 02.08.08 Permit Issue Registration Keyplan Elevations and Casework Details Sheet No.' 1-7.2 Pr r, r7 0 _ y_. CM © 2008, JPC Architects, PLLC FEB 1 1 ?( `3 FEHMir CENTER KNEE SPACE KNEE SPACE KNEE SPACE fIN \/ o - -.--. - -/ e \ \/ e 3' -0" 1' -6" 3' -O" 1' -6" " 2' -6" [ 1' -6" , 2' -6" 1' -6" 2' -6" 1 ^6 1 ADA Reception Desk Scale: 1"=1'-0" PLAM AT ALL EXPOSED - EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3" WIRE PULLS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED Upper Cabinet Scale: 1"=1'-0" PLAM COUNTER TOP AND EDGE GROMMET, FIELD LOCATE SCRIBE TO WALL CONTINUOUS LEDGER TO MATCH WALL OPEN FOR CABLE ACCESS 3/4" THICK PLAM SUPPORT BRACE FILE CABINET N.I.C. WHERE OCCURS Scale: 1 " =1' -0" 0 0 0 0 0 Support Counter 8" t 0 0 0 0 0 4 tr w 4 w N I 1 P -LAM COVERED 3/4" PLY P -LAM COVERED 3/4" PLY PLAM AT ALL EXTERIOR SURFACES TYPICAL Reception Desk Scale: 1"=1'-0" 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 4" RUBBER BASE AT TOE KICK z 0 4" RUBBER BASE- AT TOE KICK p) Open Base Cabinet Scale: 1"=1'-0" 3" 1, 4 Base Cabinet Scale: 1 " =1' -0" I 3" 0 a 0 0 0 a 0 0 0 0 I ?: 2' -0" U.N.O. rl- 2' -0" U.N.O. 0 0 0 0 0 0 0 0 a 0 t P -LAM COVERED 3/4" PLY BLOCKING AS REQ 5/8" TYPE X GYP TYP. 3 1/2" METAL STUD WI SOUND BATT INSUL. PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS Q FILE 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 4" RUBBER BASE AT TOE KICK Scale: 1"=1'-0" 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL Nurse's Station Scale: 3/8 " =1' -0" Procedure Room Scale: 3/8 " =1' -0" Base Cabinet with Drawer 4" RUBBER BASE AT TOE KICK a CO FILE 3" 1, 3" 0 0 0 0 0 0 2 EQ. FILE 2' -0" U.N.O. 2' -O" U.N.O. 0 0 0 0 0 0 10 -11" 2 EQ. FILE 1' -0 ANGLED CASEWORK SEE 4/1 -7.2 / \ -7 PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING MELAMINE AT ALL INTERIOR SURFACES TYPICAL FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. 3" WIRE PULLS HEIGHT OF DRAWERS TO BE EQUAL BASED ON OVERALL CABINET HEIGHT REFER TO ELEVATION FOR DRAWER AND BOX CONFIGURATION 4" RUBBER BASE AT TOE KICK Scale: 3/8 " =1' -0" r0 0 Scale: 3/8"=1'-0" Scale: 1"=-1'-0" ANG ED CASEWORK 0 w LL w 0! INTEGRAL TOE KICK 5. E 3/1 - 7.2 Nurse's Station Procedure Room /3 ,, 3'-0" 2 EQ. Drawer Base Cabinet 8' -5" -6" 2' -0" U.N.O. N/ 6' -0" 4 EQ. 1 - 7.2 / \/ 3' -0" / EXIST REFER 2 EQ. _ �� R EVIEWED FOR CODE COMPLIANCE a ;* MED 2 1 2 Rtiiic ''.11510_ , PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL PROVIDE FILE HOLDERS INSIDE FILE DRAWER WHERE OCCURS PLAM COUNTER TOP & BACKSPLASH PROVIDE BLOCKING AS REQUIRED LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING HATCHED AREA INDICATES CLEARANCES REQUIRED PER ADA MELAMINE AT ALL INTERIOR SURFACES TYPICAL DIAGONAL BRACE 4" RUBBER BASE AT TOE KICK. UNDERCUT DOOR & TRIM BASE AS REQ'D TO CLEAR SPEC. FINISH FLOOR HealthForce FORT DENT ONE Floor 1 Design Team Design Drawn Checked Date JPC ®R HITECTS JPC Project No. No. Date 601 108th Ave N - - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Sut - 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 JPC DP MP 12/14/2007 07- 100 -0660 Revisions Description 02.08.08 Permit Issue Registration Keyplan Elevations and Casework Details Sheet No.' 1-7.2 Pr r, r7 0 _ y_. CM © 2008, JPC Architects, PLLC FEB 1 1 ?( `3 FEHMir CENTER fIN \/ Z - -.--. - -/ \ \/ 3' -0" 1' -6" 3' -O" 1' -6" 1 ADA Reception Desk Scale: 1"=1'-0" PLAM AT ALL EXPOSED - EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3" WIRE PULLS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED Upper Cabinet Scale: 1"=1'-0" PLAM COUNTER TOP AND EDGE GROMMET, FIELD LOCATE SCRIBE TO WALL CONTINUOUS LEDGER TO MATCH WALL OPEN FOR CABLE ACCESS 3/4" THICK PLAM SUPPORT BRACE FILE CABINET N.I.C. WHERE OCCURS Scale: 1 " =1' -0" 0 0 0 0 0 Support Counter 8" t 0 0 0 0 0 4 tr w 4 w N I 1 P -LAM COVERED 3/4" PLY P -LAM COVERED 3/4" PLY PLAM AT ALL EXTERIOR SURFACES TYPICAL Reception Desk Scale: 1"=1'-0" 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 4" RUBBER BASE AT TOE KICK z 0 4" RUBBER BASE- AT TOE KICK p) Open Base Cabinet Scale: 1"=1'-0" 3" 1, 4 Base Cabinet Scale: 1 " =1' -0" I 3" 0 a 0 0 0 a 0 0 0 0 I ?: 2' -0" U.N.O. rl- 2' -0" U.N.O. 0 0 0 0 0 0 0 0 a 0 t P -LAM COVERED 3/4" PLY BLOCKING AS REQ 5/8" TYPE X GYP TYP. 3 1/2" METAL STUD WI SOUND BATT INSUL. PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS Q FILE 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 4" RUBBER BASE AT TOE KICK Scale: 1"=1'-0" 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL Nurse's Station Scale: 3/8 " =1' -0" Procedure Room Scale: 3/8 " =1' -0" Base Cabinet with Drawer 4" RUBBER BASE AT TOE KICK a CO FILE 3" 1, 3" 0 0 0 0 0 0 2 EQ. FILE 2' -0" U.N.O. 2' -O" U.N.O. 0 0 0 0 0 0 10 -11" 2 EQ. FILE 1' -0 ANGLED CASEWORK SEE 4/1 -7.2 / \ -7 PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING MELAMINE AT ALL INTERIOR SURFACES TYPICAL FIELD VERIFY EXISTING CASEWORK LAYOUT AND DIMENSIONS. MATCH NEW CASEWORK WITH EXISTING WHERE APPLICABLE. SEE FINISH PLAN FOR ADDITIONAL INFORMATION. 3" WIRE PULLS HEIGHT OF DRAWERS TO BE EQUAL BASED ON OVERALL CABINET HEIGHT REFER TO ELEVATION FOR DRAWER AND BOX CONFIGURATION 4" RUBBER BASE AT TOE KICK Scale: 3/8 " =1' -0" r0 0 Scale: 3/8"=1'-0" Scale: 1"=-1'-0" ANG ED CASEWORK 0 w LL w 0! INTEGRAL TOE KICK 5. E 3/1 - 7.2 Nurse's Station Procedure Room /3 ,, 3'-0" 2 EQ. Drawer Base Cabinet 8' -5" -6" 2' -0" U.N.O. N/ 6' -0" 4 EQ. 1 - 7.2 / \/ 3' -0" / EXIST REFER 2 EQ. _ �� R EVIEWED FOR CODE COMPLIANCE a ;* MED 2 1 2 Rtiiic ''.11510_ , PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL PROVIDE FILE HOLDERS INSIDE FILE DRAWER WHERE OCCURS PLAM COUNTER TOP & BACKSPLASH PROVIDE BLOCKING AS REQUIRED LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING HATCHED AREA INDICATES CLEARANCES REQUIRED PER ADA MELAMINE AT ALL INTERIOR SURFACES TYPICAL DIAGONAL BRACE 4" RUBBER BASE AT TOE KICK. UNDERCUT DOOR & TRIM BASE AS REQ'D TO CLEAR SPEC. FINISH FLOOR HealthForce FORT DENT ONE Floor 1 Design Team Design Drawn Checked Date JPC ®R HITECTS JPC Project No. No. Date 601 108th Ave N - - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Sut - 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 JPC DP MP 12/14/2007 07- 100 -0660 Revisions Description 02.08.08 Permit Issue Registration Keyplan Elevations and Casework Details Sheet No.' 1-7.2 Pr r, r7 0 _ y_. CM © 2008, JPC Architects, PLLC FEB 1 1 ?( `3 FEHMir CENTER WALL TYPE WALL I •. STUD SIZE STUD GAUGE STUD SPACING THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEIUNG B ±12' -0" 3 5/8" 25 GAUGE 24" O.C. 4 7/8" — — — — 1141 EXIST EXIST EXIST EXIST EXIST EXIST 1143 EXIST EXIST WALL TYPE WALL HT. STUD SIZE STUD GAUGE STUD SPACING W'� THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEIUNG A ±8' -6" 3 5/8" 25 GAUGE 24" O.C. 4 7/8" — — — REF. 6/1-9.1 FOR BRACING 1141 EXIST EXIST EXIST EXIST EXIST EXIST 1143 EXIST EXIST 1134 EXIST EXIST EXIST EXIST EXIST EXIST 1136 EXIST EXIST EXIST EXIST EXIST EXIST 1139 A WD — — — — 1141 EXIST EXIST EXIST EXIST EXIST EXIST 1143 EXIST EXIST EXIST EXIST EXIST EXIST 1145 EXIST EXIST EXIST EXIST EXIST EXIST \O. TYPE FRAvIE HDWE RATING REMARKS REVISION 1100A EXIST EXIST EXIST EXIST EXIST EXIST 11008 A WD — — — — 1105 EXIST EXIST EXIST EXIST EXIST EXIST 1107 A WD — — — — 1109 A WD — — — — 1110 EXIST EXIST EXIST EXIST EXIST EXIST 1112 EXIST EXIST EXIST EXIST EXIST EXIST 1115 EXIST EXIST EXIST EXIST EXIST EXIST 1119 EXIST EXIST EXIST EXIST EXIST EXIST 1124 EXIST EXIST EXIST EXIST EXIST EXIST 1125 EXIST EXIST EXIST EXIST EXIST EXIST 1126 EXIST EXIST EXIST EXIST EXIST EXIST 1127 A WD — — 36 "DOOR WITH 12" LEAF — 1128 EXIST EXIST EXIST EXIST EXIST EXIST 1129 EXIST EXIST EXIST EXIST EXIST EXIST 1130 EXIST EXIST EXIST EXIST EXIST EXIST 1131 EXIST EXIST EXIST EXIST EXIST EXIST 1132 EXIST EXIST EXIST EXIST EXIST EXIST x U JPC R HITECTS HealthForce FORT DENT ONE Floor 1 601 108th Ave N - Suite 2250 Bellevue, WA 980. 1201 Western Ave - Sul e 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 ] 637 -8200 JPC Project No. 12/14/2007 07 -100 -0660 Na Date Descripflon 02.08.08 Permit Issue ETERSO HINGT MA A. STATE F Construction Details 17.7. r cI "LA © 2008, JPC Architects, PLIw q 1 ^ APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8 "x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Scale: NTS AD2nd Floor ottom of Deck _ xisting ACT erify Height GWB SOFFIT � 8' -0" AFF Typical Mounting Heights Wall to Mullion Scale: 3 " =1' -0" SHOT PIN BY "HILTI" OR EQUAL 100LB. MINIMUM PULL OUT TO UNDERSIDE STRUCTURE 8 GA HANGER GALVANIZED WIRE. SPACING 4' -0" O.C. MAX. ELEC. OUTLET TEL. OUTLET EXTEND GWB 6" BEYOND ACT FINISH HEIGHT 1 1 1 1 t1 1 1111 I111I11111i1 GWB Ceiling Seismic Bracing Scale: 6"=1 SCHEDULED DOOR (OPEN OR CLOSED) WALL —MTD. TELEPHONE OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED 0 5 /g GWB OVER 2Y2" METAL STUDS TO STRUCTURE ABOVE i 2 -3/4" VERIFY W/ HARDWARE SCHEDULE ■ ■ DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING BOX STUD TO CONFORM TO SITE CONDITIONS LINE OF SILL (VARIES PER SITE CONDITION) MTL. STUD ATTACHED TO VERTICAL MULLION W/ DOUBLE SIDED (STICKY) FOAM TAPE 1 5/8" 20 GA METAL CHANNEL BRACING 4' -0" O.C. STUD SPLICED AT HANGER (OPTIONAL) NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT 5/8" GYPSUM WALL BOARD LIGHT SWITCH DOTTED INE INDICATES OCATIOh OF LARGER LATE FOR GANGED SWITCHES \ 2 1/2" 20 GA STEEL STUDS 2' -0" O.C. Door Schedule Scale: NTS DOOR PER SCHEDULE BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH SPECIFIED PARTITION DOUBLE STUDS © EACH SIDE OF JAMBS Door Jamb (Head Similar) Scale: 6 " =1' -0" 10) Partial Height Wall Scale: 3 " =1' -0" MAIN RUNNER POP RIVET CROSS TEE TO MAIN RUNNER Scale: 6 " =1' -0" WOOD CAP BLOCKING AS REQUIRED, PAINTED BLACK ONE LAYER 5/8" GWB CAP CORNER BEAD (TYP.) MATCH GRID WIDTH Ceiling Expansion Joint ONE LAYER 5/8" GWB EACH SIDE OF WALL 2 "x2" STEEL TUBE 2 "X6 "X3/16" STEEL PLATE WELDED TO POST, SECURED TO SLAB, QTY AS REQ'D SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE " " NOTE: COORDINATE JOINT LOCATION WITH ARCHITECT PRIOR TO GRID INSTALL, EXPANSION JOINT IS REQUIRED FOR CEILINGS 2,500 SQ. OR GREATER. '1434 WALL ANGLE (TIP.) — FINISH TO MATCH GRID CROSS TEE LI! IIll11111I111I: '— ACOUSTICAL TILE CEILING POP RIVET CROSS TEES TO WALL ANGLE 1/2" THICK WOOD STOP SILL BELOW BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH Glazing Jamb (Head similar) Scale: 6 " =1' -0" N Grid Height Partition Scale: 3"=1'-0" FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES PROVIDE MIN. 2" WIDE WALL ANGLE. VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE Scale: NTS 1 2" R 1 1 /2" Ceiling Bracing Diagram SPECIFIED PARTITION SHIM AS REQ'D, SECURE TO GRID '- 'A , IIIIl1.11111i111111I111 _ +il 1illlll1111M CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION 14 S AS NOTED BELOW DOUBLE STUDS © EACH SIDE OF JAMBS INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW MTL. STUDS — WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE *SB =SOUND ATTENUATION BATTS NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT— ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' -0" O.C. MAX. AND 6' -0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT— ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. NOTE NO. 1 3 TURN IN. . ► 3 TYP 0. 1 �AWITHI - MAIN RUNNER, HEAVY DUTY 45 �AAX.TYP 2" MAX TYP CROSS 'T' NOTE NO. 2 FR =FIRE RESISTIVE NOTE NO. 1 RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. DESIGNED DEFLECTION Scale: 3/8 " =1' -0" Scale: 6 " =1' -0" Scale: 3"=1 Scale: NTS Door Type A SILL BELOW \ Intermediate Jamb IP 41P, unllimmilmmmr I P fa Full Height Partition NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3 OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. NO. 9 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. Light Fixture Bracing 1/2" BASE, AS SPECIFIED 1/8" FOAM TAPE BLDG. STD. 3' —O" X 8' -0"X 1 -3/4" SC, FLUSH PANEL WOOD DOOR FINISH: BLDG. STD. STAIN CROSS TIE 1/2" THICK WOOD T %2 TEMPERED SAFETY GLASS SET W/ GLAZING TAPE AT ENTIRE PERIMETER REVIEWED FOR CODE COMPLIANCE A MEL MAR 2 1 2008 BLDG STD VyOOD VENEER FRAME W/ BED E STAIN FINISH Lily ! ILIKWHEI EXISTING STRUCTURE FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES (OUTER) DEFLECTION TRACK (INNER) HEAD TRACK SECURE STUDS TO LEG OF HEAD TRACK INSULATION AS NOTED BELOW INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED ONE LAYER 5/8" GWB EACH SIDE OF WALL CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR *SB =SOUND ATTENUATION BATTS MAIN STRUCTURAL RUNNER 4' -0" O.C. RECESSED FLUORESCENT FIXTURE FR =FIRE RESISTIVE 60' MAX. TYP. 45' Pf= �t6`o46 d�r�G''ti i ER Dotefilme: 1/30/200 Author: DALE PRIOR 03 ii' 1 v 1 1 4 ] 03 j 3 f / ra IN 1 x U JPC R HITECTS HealthForce FORT DENT ONE Floor 1 601 108th Ave N - Suite 2250 Bellevue, WA 980. 1201 Western Ave - Sul e 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 ] 637 -8200 JPC Project No. 12/14/2007 07 -100 -0660 Na Date Descripflon 02.08.08 Permit Issue ETERSO HINGT MA A. STATE F Construction Details 17.7. r cI "LA © 2008, JPC Architects, PLIw q 1 ^ APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8 "x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Scale: NTS AD2nd Floor ottom of Deck _ xisting ACT erify Height GWB SOFFIT � 8' -0" AFF Typical Mounting Heights Wall to Mullion Scale: 3 " =1' -0" SHOT PIN BY "HILTI" OR EQUAL 100LB. MINIMUM PULL OUT TO UNDERSIDE STRUCTURE 8 GA HANGER GALVANIZED WIRE. SPACING 4' -0" O.C. MAX. ELEC. OUTLET TEL. OUTLET EXTEND GWB 6" BEYOND ACT FINISH HEIGHT 1 1 1 1 t1 1 1111 I111I11111i1 GWB Ceiling Seismic Bracing Scale: 6"=1 SCHEDULED DOOR (OPEN OR CLOSED) WALL —MTD. TELEPHONE OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED 0 5 /g GWB OVER 2Y2" METAL STUDS TO STRUCTURE ABOVE i 2 -3/4" VERIFY W/ HARDWARE SCHEDULE ■ ■ DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING BOX STUD TO CONFORM TO SITE CONDITIONS LINE OF SILL (VARIES PER SITE CONDITION) MTL. STUD ATTACHED TO VERTICAL MULLION W/ DOUBLE SIDED (STICKY) FOAM TAPE 1 5/8" 20 GA METAL CHANNEL BRACING 4' -0" O.C. STUD SPLICED AT HANGER (OPTIONAL) NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT 5/8" GYPSUM WALL BOARD LIGHT SWITCH DOTTED INE INDICATES OCATIOh OF LARGER LATE FOR GANGED SWITCHES \ 2 1/2" 20 GA STEEL STUDS 2' -0" O.C. Door Schedule Scale: NTS DOOR PER SCHEDULE BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH SPECIFIED PARTITION DOUBLE STUDS © EACH SIDE OF JAMBS Door Jamb (Head Similar) Scale: 6 " =1' -0" 10) Partial Height Wall Scale: 3 " =1' -0" MAIN RUNNER POP RIVET CROSS TEE TO MAIN RUNNER Scale: 6 " =1' -0" WOOD CAP BLOCKING AS REQUIRED, PAINTED BLACK ONE LAYER 5/8" GWB CAP CORNER BEAD (TYP.) MATCH GRID WIDTH Ceiling Expansion Joint ONE LAYER 5/8" GWB EACH SIDE OF WALL 2 "x2" STEEL TUBE 2 "X6 "X3/16" STEEL PLATE WELDED TO POST, SECURED TO SLAB, QTY AS REQ'D SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE " " NOTE: COORDINATE JOINT LOCATION WITH ARCHITECT PRIOR TO GRID INSTALL, EXPANSION JOINT IS REQUIRED FOR CEILINGS 2,500 SQ. OR GREATER. '1434 WALL ANGLE (TIP.) — FINISH TO MATCH GRID CROSS TEE LI! IIll11111I111I: '— ACOUSTICAL TILE CEILING POP RIVET CROSS TEES TO WALL ANGLE 1/2" THICK WOOD STOP SILL BELOW BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH Glazing Jamb (Head similar) Scale: 6 " =1' -0" N Grid Height Partition Scale: 3"=1'-0" FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES PROVIDE MIN. 2" WIDE WALL ANGLE. VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE Scale: NTS 1 2" R 1 1 /2" Ceiling Bracing Diagram SPECIFIED PARTITION SHIM AS REQ'D, SECURE TO GRID '- 'A , IIIIl1.11111i111111I111 _ +il 1illlll1111M CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION 14 S AS NOTED BELOW DOUBLE STUDS © EACH SIDE OF JAMBS INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW MTL. STUDS — WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE *SB =SOUND ATTENUATION BATTS NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT— ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' -0" O.C. MAX. AND 6' -0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT— ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. NOTE NO. 1 3 TURN IN. . ► 3 TYP 0. 1 �AWITHI - MAIN RUNNER, HEAVY DUTY 45 �AAX.TYP 2" MAX TYP CROSS 'T' NOTE NO. 2 FR =FIRE RESISTIVE NOTE NO. 1 RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. DESIGNED DEFLECTION Scale: 3/8 " =1' -0" Scale: 6 " =1' -0" Scale: 3"=1 Scale: NTS Door Type A SILL BELOW \ Intermediate Jamb IP 41P, unllimmilmmmr I P fa Full Height Partition NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3 OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. NO. 9 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. Light Fixture Bracing 1/2" BASE, AS SPECIFIED 1/8" FOAM TAPE BLDG. STD. 3' —O" X 8' -0"X 1 -3/4" SC, FLUSH PANEL WOOD DOOR FINISH: BLDG. STD. STAIN CROSS TIE 1/2" THICK WOOD T %2 TEMPERED SAFETY GLASS SET W/ GLAZING TAPE AT ENTIRE PERIMETER REVIEWED FOR CODE COMPLIANCE A MEL MAR 2 1 2008 BLDG STD VyOOD VENEER FRAME W/ BED E STAIN FINISH Lily ! ILIKWHEI EXISTING STRUCTURE FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES (OUTER) DEFLECTION TRACK (INNER) HEAD TRACK SECURE STUDS TO LEG OF HEAD TRACK INSULATION AS NOTED BELOW INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED ONE LAYER 5/8" GWB EACH SIDE OF WALL CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR *SB =SOUND ATTENUATION BATTS MAIN STRUCTURAL RUNNER 4' -0" O.C. RECESSED FLUORESCENT FIXTURE FR =FIRE RESISTIVE 60' MAX. TYP. 45' Pf= �t6`o46 d�r�G''ti i ER Dotefilme: 1/30/200 Author: DALE PRIOR