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Permit D09-011 - SOUND MENTAL HEALTH - TENANT IMPROVEMENT
SOUND MENTAL HEALTH 6100 SOUTHCENTER BL D09 -011 Parcel No.: 3597000221 Address: 6100 SOUTHCENTER BL TUKW Suite No: Tenant: Name: SOUND MENTAL HEALTH Address: 6100 SOUTHCENTER BL , TUKWILA WA Owner: Name: CENTERPLEX Address: 6100 SOUTHCENTER BL STE 150 , TUKWILA WA 98188 Phone: 206 246 -9986 Contact Person: Name: RUSSELL BLAZIER Address: 2333 3RD AVE , SEATTLE WA 98121 Phone: 206 - 903 -0575 Contractor: Name: PATTISON GENERAL CONTRACTOR Address: 4148 148 AVE NE , REDMOND WA 98052 Phone: 425- 978 -8222 Contractor License No: PATTIGC917C7 doc: IBC -10/06 Citylif 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 * *continued on next page ** Permit Number: D09 -011 Issue Date: 03/26/2009 Permit Expires On: 09/22/2009 Expiration Date: 02/27/2011 DESCRIPTION OF WORK: 1ST FLOOR TENANT IMPROVEMENT INCLUDING DEMOLITION OF EXISTING NON - STRUCTURAL PARTITIONS, CEILING GRID, LIGHTING AND FINISHES. CONSTRUCTION OF NEW PARTITIONS, LIGHTING AND FINISHES INCLUDING MEW UNI -SEX ADA RESTROOM. UPGRADE TO EXISTING STAIR RAILINGS TO MEET CURRENT CODE AT ALL THREE FLOORS. Value of Construction: $325,000.00 Fees Collected: $5,299.21 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: V -A Occupancy per IBC: 0008 D09 -011 Printed: 03 -26 -2009 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: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this construction or the Signature: Print Name: doc: IBC -10/06 City oTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us es not p ce of N N P4� ; I.Jt,2Q,`�R Permit Number: DO9 - 011 Issue Date: 03/26/2009 Permit Expires On: 09/22/2009 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: Date: End Time: Fill 0 c.y. End Time: Private: Public: Profit: N Non - Profit: N Private: Public: ve authority to violate or cancel the provisions of any other state or local laws regulating uthorized to sign and obtain this development permit. p Date: J! 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. D09 -011 Printed: 03 -26 -2009 Parcel No.: 3597000221 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 6100 SOUTHCENTER BL TUKW SOUND MENTAL HEALTH PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -011 ISSUED 01/30/2009 03/26/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: 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. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: 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. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) doc: Cond -10/06 D09 -011 Printed: 03 -26 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: 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) 16: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 19: 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) 20: 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) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: 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) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 26: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means doc: Cond -10/06 D09 -011 Printed: 03 -26 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 27: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 28: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 29: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 30: Local U.L. central station supervision is required. (City Ordinance #2051) 31: 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. 32: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: 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. 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D09 -011 Printed: 03 -26 -2009 Signature: Print Name: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the p ' o ance of work. doc: Cond -10/06 D09 -011 Date: - 3/9a4Y ordinances governing or local laws regulating Printed: 03 -26 -2009 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Site Address: 6100 Southcenter Blvd Tenant Name: Sound Mental Health (formerly Seattle Mental Health) Property Owners Name: Sound Mental Health Mailing Address: 1600 E. Olive Street Name: Russell Blazier (SkB Architects) E - Mail Address: rblazier @skbarchitects.com Company Name: SkB Architects Mailing Address: Same as Above Contact Person: Brian Collins- Friedrichs E - Mail Address: bcollins @skbarchitects.comn Company Name: BTL Engineering Contact Person: Eric Dann E - Mail Address: Eric.Dann @btleng.net H: \Applications \Forms - Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised: 1 -2009 bh Seattle City City Building Permit No. b n C(- 0 1 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 3597000222 Suite Number: New Tenant: Floor: ❑ Yes WA State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: (206) 903 - 0575 Mailing Address: 2333 3rd Avenue Seattle WA 98121 City State Fax Number: (206) 903 -1586 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record State City State Day Telephone: (425) 814 - 8448 Fax Number: (425) 821 -2120 O..No 98122 Zip Zip Zip Zip Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: 17924 140th Ave NE #220 Woodinville WA 98072 Zip Page 1 of 6 BUILDING PERMIT INFORMA PION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 325,000 Existing Building Valuation: $ 2,200,000 Scope of Work (please provide detailed information): 1st Floor tenant improvement including demolition of existing non - structural partitions, ceiling grid, lighting and finishes. Construction of new interior partitions, lighting, finishes, including new uni -sex ADA restroom. Upgrade to existing stair railings to meet current code at all three floors (deferred from previous TI work) Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm • 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms - Applications On Line \2009 Applications 1-2009 - Permit Application.doc Revised: 1 2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l Floor 6,066 5,374 0 0 V- lhr B r Floor 240 0 0 3r Floor 240 0 0 Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMA PION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 325,000 Existing Building Valuation: $ 2,200,000 Scope of Work (please provide detailed information): 1st Floor tenant improvement including demolition of existing non - structural partitions, ceiling grid, lighting and finishes. Construction of new interior partitions, lighting, finishes, including new uni -sex ADA restroom. Upgrade to existing stair railings to meet current code at all three floors (deferred from previous TI work) Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm • 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms - Applications On Line \2009 Applications 1-2009 - Permit Application.doc Revised: 1 2009 bh Page 2 of 6 PERMIT APPLIC ATIONT 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 l 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 OWNER OR AGENT: Signature: Print Name: Russ lazier Mailing Address: rblazier @skbarchitects.com H:Wpplications\Fonns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Date: 01/30/2009 Day Telephone: (206) 903 - 0575 Seattle WA 98121 City State Zip Date Application Accepted: Date Application Expires: - 7-3D-Dr Staff Initials: Page 6 of 6 Parcel No.: 3597000221 Address: 6100 SOUTHCENTER BL TUKW Suite No: Applicant: SOUND MENTAL HEALTH Receipt No.: R09 - 00486 Initials: WER User ID: 1655 Payee: PATTISON GENERAL CONTRACTOR TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5277 3,237.05 ACCOUNT ITEM LIST: Description doc: Receiot -06 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/345.830 640.237.114 RECEIPT 3,172.55 60.00 4.50 Total: $3,237.05 Permit Number: D09 -011 Status: APPROVED Applied Date: 01/30/2009 Issue Date: Payment Amount: $3,237.05 Payment Date: 03/26/2009 10:54 AM Balance: $0.00 Printed: 03 -26 -2009 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 RECEIPT Parcel No.: 3597000221 Permit Number: D09 -011 Address: 6100 SOUTHCENTER BL TUKW Status: PENDING Suite No: Applied Date: 01/30/2009 Applicant: SOUND MENTAL HEALTH Issue Date: Receipt No.: R09 -00160 Initials: WER User ID: 1655 Payee: SKB ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 29172 2,062.16 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 2,062.16 Total: $2,062.16 Payment Amount: $2,062.16 Payment Date: 01/30/2009 02:06 PM Balance: $3,177.05 Peres ?Ar W doc: Receiot -06 Printed: 01 -30 -2009 Protect: � 11nk( v' �Ni � A I /.1-01)11 Type of Inspection: r -, V A ( Address: (0 1 0 0 ' Sdit -IG�Gn 'v I 4 * Date Call d: f;.t� Special Instructions: Date Wanted: 10 i 6 (0c CM- p.m. Requester: Phone No: 2_06.--s --e 7 nspect INSPECTION NO. CITY OF BUILDING DIVISION �- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ... Approved per applicable codes. El Corrections required prior to approval. Z COMMENTS: r: IAN INSPECTION RECORD Retain a copy with permit 614 Date (Receipt No.: (Date: Dog r I 6 /D PERMIT NO. 60 00 REINSPECTION FE1E R EQU D. Prior to inspection, fee must be al o at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. u� P / " 'Nill Type of l / t °9 � / Address: /v v S/,, /�,' Date Called: Special Instructions: Date % ;ted: / /D 1 (. py �p— Requester: Phone No: `1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ka- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 INSPECTION NO. ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 11 r � �A( -- (\Wog' ca-6 OO`1 1 Rec- No.: INSPECTION RECORD Retain a copy with permit Date: iO Date: po 00 REINSPECTION ' E REQUIRED. P for to inspection, fee must be at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection. Pr 4',l Type of Inspection: Address: 6/D 6 S'c.!..fh0 ✓ 1z__ Date Called: Special Instructions: Date Wanted: Requester: Phone No: c24 - SO/ - 5'' 7 7 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. 0 Corrections required prior to approval. COMMENTS: V' Date DS El 6 ' .'' 0 REINSPECTION FE 4 RE O RED. Prior to inspection, fee must be Id at 6300 Southcenter B vd., Suite 100. Call tosc reinspection. Receipt No.: Date: COMMENTS: — /.- � .,... — /'iLA ' 7 e�L. 4l/.9 7 7 /_ y 4 7 ,-wrOf a'Y J 1* v h / ,l r i,1 ( _ I(,/I,- of P' a ?. /,/. fr.A.,,, i- vas _ d53 _ ,Ivffj €6 Special Instructions: , Date �Wanted: � 3 r O f • Project: S /Nth / IV/4/ Type of Inspection: r � /AV4 Address: ,t)(.1 ,,,5O) //44f A.4°. .3z__ Date Called: Special Instructions: Date �Wanted: � 3 r O �� a.m.' Requester: Phone No: 2206 5 —9 J Y? C I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. specto Re eipt No.: /4.04.4, 1244 .c Corrections required prior to approval. Date: C a 0 REINSPECTION FE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. !Date: Pro ct TType .„ / / A* 17 /7&T /1 o 1 spection: / i'f ,01,04"/ L ) i'v. Address: /00 — Sep /1 �t/�`r BL Date Called: Special Instructions: Date Wanted: Z.. _Q • a.m. , I_ . Requester: Phone No: a 6C --Sd / —Gg1 INSPECTION RECORD Retain a copy with permit INS1ECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 orrections required prior to approval. COMMENTS: rte: WJQ ❑ $ Da � 2 2 3 -c$ EINSPECTION FEE RE to inspection, fee must be t 6300 Southcenter Blvd., uite 1,00. Call to schedule reinspection. Receipt No.: Date: El Approved per applicable codes. Projec .y� /Nl� /� �Fi1/�i9 Type of Inspect to Gt/1 /lale ,h s��c/A 1 , .- Address: G /00. irA t/ /.3 Date Called: Special Instructions: Date Wanted: %-5 2- 0 p.m. Requester: Phone No: d0 6 - 50/ -ggel7 7 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 IM Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6,4/I /Shm /4 )4 ,itY eet 4 10t 1 --"" 14L r M AO if IAidUCUS Goy - Qu 144.2 n r A l ir-ommrvo spect ]'7 e i IDat5 aJ 6 .00 REINSPECTION F REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. Re eipt No.: Date: Pro'e l NCk e,IJ� A.1 11 e Type of Inspection: A t \1n, W \ :::, iAiL ~ Address: l9I 00 S(n kif dnikev ( Date Called: Special Instructions: Date Wanted: "5 1 ( - O 5 a.m p.m. Requester: Phone No: 2— O6 1 —9. e4 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 48188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Recei •ect• . t $6 ' .0 REINSPECTION ' EE REQUIRED Prior to inspection, fee must be p -Id :t 6300 Southcenter Blvd., Suite 1 O. Call to schedule reinspection. No.: Date: Date: Prod T pe of Inspectiona�f�/�7Y 01/ b Address: G /00 _.s 6 L Date Called: Special Instructions: Date Wasted: 5 — /— U 5 CzW. p.m. Requester: Phone No: 024 _5 -7.5- I.)¢5 -I9( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4.31-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: R K J) 9,„,-4.4.06.-.24,, c /-7/,,,.014,1,v, Amy/ l 4. _s-„v /c- .>s 1 spector: 4 Date: Jr �� EINSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Ins ion: i k AA nit r N A dress: t 00 Ctr to koct3 - tev S3 l J T a A -tc,.. --' ? 1 "-1-e-- ti gy p,, V. •s-. -1 G k P.A_.r W A k Date Wanted: 7- )' OS f _ .2_J rr e. � - \ - .t, - - � _ • C << ea-k Ne Requester: A) : •• \ N"'" • ‹tti,,o ,..., t.A3 At' Phone N / o: _ 0 I Jam \ : \- 14 4,. (5 J P 1,� � : c ,f. \ - 1,3 1; ' J-d Sf,. / :-..1) d r U ( `.', c_L< + Prod t: n 4,-- `M wH,A I (At- A l Type of Ins ion: i k AA nit r N A dress: t 00 Ctr to koct3 - tev S3 Date Called: ' _� Special Instructions: Date Wanted: 7- )' OS p.m. Requester: Phone N / o: _ q 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. REINSPECT ON FEE ' EQUIRED. P for to inspection, fee must be p: id .t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recei . o.: Date: PERMIT NO. I- Corrections required prior to approval. COMMENTS: rThriti f d JJI ( J� I r OAL 13.1 N f OA -0 /fai D '- I- S -7— a--n. 4 A A 0 S J,„p, 5 'vtt 0 r• e--D rr : 1 2 r- ' AdS • £/ <-(' / 2 4 OA f Date Called: 1 Z(, -- - ,')J / a7--- A irkie 6r A »-e G(.3 Jcrt 7 , -.l Date Wanted: a.m. 'K .' A , e t /S-p S A i`e.. (2 JJIc Sr'- () S ( (,.J O it - L r .n Ld 1- fit 0 -- x' c,i<. +r [ 4- d � � ss i t- k 1 ir � (Jr - Pro ect: aIl,■)E ( ( \QA( Type of Inspection: v - kk A (t ShOMIAWS C.44 Address: 0(OO SONttItlaletiACt (3L Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: .a(.0 --svr • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 LI Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Dor PERMIT NO. (206)431 -3 7 Corrections required prior to approval. Date: � ` - 3 , J ❑ $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: v Project: [ [ / Type o of I s ection: Address: D /�i Date Called: Special Instructions: D Date We f S S p p.m. Requester: Phone No: 6 6'6/1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: InspectoI '4 Date: - - v ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: l Date: I COMMENTS: -N/A- ,/yef j a417 Address: 0100 ccA t +Intre, Heil 31. 'ai Special Instructions: 9 -et - 1 o$ A (y V bt?4'cirm ioP,,.. DiC H- Af 1 L,: 6 vs i be e, p 1' J ,1 (� • p, ()f(, ter A- s JtJ /�Jha . 4. (,J.(( nJ A •Z} ASfe(ri')n - 6143 ) �' 0:7" e "s (a) co rr .d‘ 0, 0 m(J �.�AP if Project: SC11 /.0 r\ 1 1 4 AL! Type of Inspection: —a–(AL Address: 0100 ccA t +Intre, Heil 31. Date Called: Special Instructions: 9 -et - 1 o$ A (y V bt?4'cirm ioP,,.. Date Wanted: Li_ 6 (� • p, Requester: Phone aU -8(-1 - 6143 ) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. le- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspect r: I te1 _ / _ _ X11 ri $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: P robe d> /rvd /f A/ 1 /fir ,Type of I lon: Cc/ f/ Ad // dress: (.o /a 0 J - G t / /Afl/ tid /4j„L Date Called: - Special Instructions: Date Wan ed: c .1 --- / U / a.m. p.m. Requester: Phone No: al- - 65'3/ INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit inello// \ ERMIT NO. CITY OF TUKWILA BUILDING DIVISION � �'- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Corrections required prior to approval. COMMENTS: /0 , 4 d/el d C 4 ---e)L / e >1: cf-1./43 ,4? es-eh/ El $60.00 INSPECTION FE {REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: Pro ect: p , Type o Inspecti °n Address: 00100 Sn -1 QL Date Called: Special Instructions: Date Wanted: ..— ` _ Q p.m. Requester: Phone No: Ei Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION re-ti - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: As T REINSPECTION FEL Prior to inspection, fee must be at 6300 Southcenter 13l d., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: skB ARCHITECTS City of Tukwila Department of Community Development 6300 Southcenter Blvd, Suite # 100 Tukwila, WA 98188 Permit Correction #1 FILE COPY Permit No. February 20, 2009 Attn: Allen Johannessen, Plans Examiner Sound Mental Health 1 6100 Southcenter Blvd. 1st Floor 1 Tukwila, WA 98188 1 Project #D09 -011 1. The rated wall indicated in detail # 1, Sheet A9.1 refers to UL Design HW -D -0119 & HW -D -0120. However these listings specifically show the floor construction to be fluted steel deck /concrete floor assembly. This building's floor construction is shown to be of wood type construction. Please provide a UL listed rated wall design that is consistent with this building construction type. Response: The correct UL and Fire Resistance Manual assemblies have been noted for 1 -hour construction at both the wall types and wood framed floor. Wall types # 1 and #4 on Sheet A9.1 and details 1/A9.1 and 6/A9.1 have been updated. 2. Building code information shows NEC 2006 and ANSI 1198. Show current NEC as 2005 and the current Accessible Code to reference 2003 edition. In addition, the Tukwila seismic zone is D -2. Response: The NEC and Accessible Code references, as well as the correct seismic zone, have been updated on the Project Information Sheet A0.1. 3. The plan is provided with an egress plan. Provide with the egress plan or reflective ceiling plan, specifications for emergency lighting and show or specify the emergency lighting shall be sufficiently placed to meet the 1 foot - candle requirement at the walking surface leading to and include the exterior of exit discharge doorways (IBC 1006). Response: Emergency fixtures have been indicated on the RCP Sheet A2.2 and outlined in the RCP Legend on the same sheet. In addition, as per our conversation on 2/19/09, client requested plan change. -. incorporated and noted with revision clouds on the permit plan set. V WED FOR CODE COMPLIANCE We hope these responses are found to be satisfactory. If there are further que, tionsAPPROVED clarifications required, please feel free to call me. Thank you, Russell Blazier SkB Architects CORRECTION LTR# MAR 0 3 2009 4 S City of TukWi e BUILDING DIVISION RECEIVED FEB 2 0 2009 PERMIT CENTEF Project Info Project Address Sound Mental Health Date 3/13/2009 6100 Southcenter Blvd For Building CikEadEmMe CITY � Lf1 MAR 13 2009 pp PERMIT CENTER Tukwila, WA 98188 Applicant Name: Russell Blazier (SkB Architects) Applicant Address: 2333 3rd Avenue Seattle, WA 98121 Applicant Phone: (206) 903 -0575 Project Description ❑ New Building ❑ Addition d Alteration - Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive ® Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ 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 let Floor B - Office / Institutional 1.00 5374.0 5374.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 5374.0 Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential En Cone Compliance Form FILE COPY Revised July 2007 a l. floor /room no.) 4' Direct / indirect pendant (2x32W T5) 8' Direct / indirect pendant (4x32W 'MOW Corridor Ge.=ra1 li•hting Waiting, Restroom Treatment Rooms Lounge, Copy Room Storage, Server Room Restroom Treatnent Rooms & Offices Treatment Rooms & Offices ixture Descripti 4° Fluorescent downlight (32W CFL) 4° Fluorescent wall wash downlight (50W MR -16) 2' Under cabinet light (13W T5H0) 4' Fluorescent surface- mounted strip light (54W T5HO) Vanity sconce (32W CFL) 8' Fluorescent pendant wall wash light (2x32W T5) 4' x 4' LED panel light of Fixtures 25 7 2 4 3 1 7 9 Wr ' ure 64.0 8.0 1••4. 32.0 50.0 13.0 54.0 32.0 64.0 100.0 Watts Pr.. 1600. 224.0 100.0 52.0 162.0 32.0 448.0 900.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. atts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and REVIEWED Ras specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual CODE CO For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, ent limiting devices or of the transformer. APPRG xtures. or exempt lighting, note section and exception number, and leave Watts /Fixture blank. UIDNGDVSIN RVISION N� _ ( 2709 •- 011 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 •allet 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 1 -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: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: If occupancy type is °Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 - 60 watt T - 1, T - 2, T - 4, T - 5, T - 8 lamps, and d) hard - wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. ti Interior Lighting Summary ; (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 -1 Unit Lighting Power Allowance (LPA 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. BTL ENGINEERING FILE COPY Permit No. Structural Calculations for Sound Mental Health- Tukwila 1 Floor Tenant Improvements January 30 2009 1 EXPIRES 09 - 23 - 10 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 ks City of Tukwlla BUILDING DIVISION RECEIVED JAN 3 0 2009 PERMIT CENTER BTL 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Calculations TL ENGINEERING isinc1 514eAR. 444TC1-1 4.511r4& CtimnRuef1et MO 801H Project Number 0 DEMOLITION PLAN Project: Designed By 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072-4315 Phone: 425-814-8448 Fax 425-821-2120 Date: Client Scale: page. BTL • ENGINEERING Af = Lo 5H EA2 FaR 2112 " Lk- 4 P a2•r171 b,.. (1 0 - 27 - 7 - 21 3 A ° 1M115 A �'INUzcu (2 9 5112 1 -t- 0PENbN 0 +s6) 1.717 kif 112 (y X I (7 6 ,J cJTt ti po (ti t-it' Re57" OM II I t [ l Cv4y, ( t 0 2 � 2Z -428 LT, 9 3 7 •Z411 L Z2 2 ) = 2o. f 1 11.7 5 .- A <<. IU cfrC (4 Q -o of of ( Project: Project Number. Client: Designed By 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 Date. Scale. Page. C�2 b x d (in) (in) Mallow (ft -k) = Fb' * S Vauow (k) = 2/3 * Fv' * b * d El I (in ") S (in') C a v C = 1.0 = 1.15 = 1.33 CD = 1.0 = 1.15 = 1.33 (1b-in` x 10 °) 6 3/4 x 6 8.10 9.32 10.80 6.48 7.45 8.64 218.70 121.50 40.50 1.00 6 3/4 x 7 1/2 12.66 14.55 16.88 8.10 9.32 10.80 427.15 237.30 63.28 1.00 6 3/4 x 9 18.23 20.96 24.30 9.72 11.18 12.96 738.11 410.06 91.13 1.00 6 3/4 x 10 1/2 24.58 28.26 32.77 11.34 13.04 15.12 1,172.10 651.16 124.03 0.99 6 3/4 x 12 31.67 36.43 42.23 12.96 14.90 17.28 1,749.60 972.00 162.00 0.98 6 3/4 x 13 1/2 39.62 45.56 52.82 14.58 16.77 19.44 2,491.13 1383.96 205.03 0.97 6 3/4 x 15 48.40 55.66 64.53 16.20 18.63 21.60 3,417.19 1898.44 253.13 0.96 6 3/4 x 16 1/2 55.70 64.06 74.27 17.82 20.49 23.76 4,548.28 2526.82 306.28 0.91 6 3/4 x 18 65.72 75.57 87.62 19.44 22.36 25.92 5,904.90 3280.50 364.50 0.90 6 3/4 x 19 1/2 76.51 87.99 102.01 21.06 24.22 28.08 7,507.56 4170.87 427.78 0.89 6 3/4 x 21 88.08 101.29 117.44 22.68 26.08 30.24 9,376.76 5209.31 496.13 0.89 6 3/4 x 22 1/2 100.41 115.48 133.89 24.30 27.95 32.40 11,533.01 6407.23 569.53 0.88 6 3/4 x 24 113.51 130.54 151.35 25.92 29.81 34.56 13,996.80 7776.00 648.00 0.88 6 3/4 x 25 1/2 123.76 142.32 165.01 27.54 31.67 36.72 16,788.64 9327.02 731.53 0.85 6 3/4 x 27 137.96 158.65 183.94 29.16 33.53 38.88 19,929.04 11071.69 820.13 0.84 6 3/4 x 28 1/2 152.88 175.82 203.84 30.78 35.40 41.04 23,438.49 13021.38 913.78 0.84 6 3/4 x 30 168.53 193.81 224.71 32.40 37.26 43.20 27,337.50 15187.50 1012.50 0.83 6 3/4 x 31 1/2 184.90 212.64 246.54 34.02 39.12 45.36 31,646.57 17581.43 1116.28 0.83 6 3/4 x 33 197.53 227.16 263.38 35.64 40.99 47.52 36,386.21 20214.56 1225.13 0.81 6 3/4 x 34 1/2 214.94 247.18 286.59 37.26 42.85 49.68 41,576.92 23098.29 1339.03 0.80 6 3/4 x 36 11 233.04 268.00 310.7311 38.88 44.71 51.8411 47,239.20 26244.00 1458.001 0.80 D OUGLAS FIR 24F - V3/V4/V8 Fb = F„ = E _ F 2400 psi 240 psi 1800 ksi 650 psi ° The preceding table assumes the following values. Refer to 2001 NDS 5.3.2 to determine actual C C = (21/L) (12 /d) "" (5.125/b) < 1.0 x= 10 L s 20' for depths up to 15" 20' s L <_ 30' for depths up to 24" 30' <_ L s 40' for depths up to 31W 40' s L <_ 50' for depths up to 36" Page 1 C�3 L = 19 ft Live Load = Dead Load = W = 1.727 KLF Total Load = P= 0 K Mmax = 77.93 K -ft Rxn = 16.41 K Depth, d = 5.50 in V @ d = 15.61 K L/600 = 0.38 in L/480 = 0.48 in U360 = 0.63 in L/240 = 0.95 in U180 = 1.27 in d= 1/3 in d= 1/3 in El = El rriy = EL = El = El = El = El = (See sheet "I" for I for a given value of E) Wood 50 psf 27 psf 77 psf Page 1 LL Rxn = DL Rxn = 10.7 K 5.8 K 8653.4 x10 lb-in` (L/600 -- Factored for Live Load) 6922.7 x10 lb-in` (L/480 — Factored for Live Load) 5192.0 x10 lb-in` (L/360 -- Factored for Live Load) 5330.5 x10 lb-in` (L/240 -- Total Load) 3997.9 x10 lb-in` (U180 -- Total Load) 9864.8 x10 lb-in` (Factored for Live Load) 15191.8 x10 lb-in` (Total Load) BTL L IE RIN G 17924 - 140'' Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Stair Handrails BTL ENGINEERING / 11 70 �f t r-- nt5►� F . N SC) 2 S)( 42) 1 PL.f oR KS i 2op lb 2L s In 26 Ib . n 2 ° i R 21,57 K57 CA 5 o n Project: Project Number Client Scale: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 Designed By Date. Page. - 1 $TL ENGINEERING 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-84-48 Fax: 425-821-2120 M= (,2)( -). K, In , 25 1 42 6 20 I? oC bU PLF ................. / / 6 x / / 4z n 1 (� vLn- Project: Project Number: Client: Designed By: Date. Scale: Page: 514 - BTL ENGINEERING CukiNftCT (r t LAN, 0/ of uF i∎ r7 02A L 3 V S ine s-, l t z r. . A ... ,....0 2-2- .... �. .. I 4 4 t1( PAN S1 ua A.Jc:fiuL PSG I 1 $ Wl (4) 9 '2X11 uk,TS It 3 I% U■ k lig x 9 'ftRo i 6 G 5 7 L 71/6 E s7e/ E`er -P 5 T ?2EAO POE -CA -J� Project: Designed By: Date. Project Number: Client: Scale: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 Page. 511 3 .4 February 6, 2008 Russell Blazier SkB Architects 2333 3r Ave Seattle WA 98121 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -011 Sound Mental Health — 6100 Southcenter Bl Dear Mr. Blazier: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincgrely, all Technician e File D09-011 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters\2009\D09 -011 Correction Letter #1.DOC wer • Jim Haggerton, Mayor A2nn Cnnrthnnntnr Grim ft 1!)n a Ti,L..ji19 MAhehinntnn 0 R1RR s Dhnne. 7 o Cam... 7/)!._A21. • Building Division Review Memo Date: February 5, 2009 Project Name: Sound Mental Health Permit #: D09 -011 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner l i i 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 rated wall design indicated in detail #1, Sheet A9.1 refers to the UL Design HW -D -0119 & HW- D -0120. However these listings specifically show the floor construction to be fluted steel deck/concrete floor assembly. This buildings floor construction is shown to be of wood type construction. Please provide a UL listed rated wall design that is consistent with this building construction type. 2. Building code information shows NEC 2006 and ANSI 1198. Show current NEC as 2005 and the current Accessible code to reference 2003 edition. In addition the Tukwila seismic zone is D -2. 3. The plan is provided with an egress plan. Provide with the egress plan or reflective ceiling plan, specifications for emergency lighting and show or specify the emergency lighting shall be sufficiently placed to meet the 1 foot -candle requirement at the walking surface leading to and include the exterior of exit discharge doorways. (IBC Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Joanna Spencer - Re: Sea Mental Health @ 6100 SC Blvd D08 -511 From: Bryan Still To: Joanna Spencer Date: 02/03/2009 11:06 AM Subject: Re: Sea Mental Health @ 6100 SC Blvd D08 -511 CC: Han Kirkland Hi Joanna, They have a 2" RPPA and it is current, will need test in March 2009. No fire. Old irrigation heads in landscape but, I do not see a backflow or records of it. AMR ok Thanks Bryan »> Joanna Spencer 02/02/2009 10:53 AM »> Bryan, Are they current on their backflows ? Thanks, Joanna • Page 1 of 1 file: / /C:\ temp\ XPgrpwise\ 4988253Etuk- mail6300- po10013136631FACE1 \GW} 00001.H... 02/03/2009 ACTIVITY NUMBER: D09 -011 DATE: 03 -13 -09 PROJECT NAME: SOUND MENTAL HEALTH SITE ADDRESS: 6100 SOUTHCENTER BL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 BEFORE Permit Issued DEPARTMENTS: Building Division Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Kr Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 � PERNlIT COORD COPY • PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete n Structural Review Required n No further Review Required Approved ❑ Approved with Conditions 1 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Planning Division U Permit Coordinator DUE DATE: 03-1 7-09 Not Applicable DUE DATE: 04-14-09 DATE: u n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -011 PROJECT NAME: SOUND MENTAL HEALTH SITE ADDRESS: 6100 SOUTHCENTER BL Original Plan Submittal X Response to Correction Letter # 1 DATE: 02 -20 -09 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 4."5" A1A�C, ?c)1 Building Division Public Works Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: • EN C PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Approved E Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2-28-02 Fire Prevention Structural Incomplete Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -24 -09 ,J Li Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required DATE: DUE DATE: 03-24 -09 Not Approved (attach comments) Ti DATE: Planning Division Permit Coordinator Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • EMT COO RD :: if • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -011 DATE: 01 -30 -09 PROJECT NAME: SOUND MENTAL HEALTH SITE ADDRESS: 6100 SOUTHCENTER BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued PART ENTS: O `)-` uilding P iv �JS Public W.rks y DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -03 -09 Complete Comments: Please Route Documents/routing slip.doc 2 -28 -02 Jr' 11 Am itioc, Fire Prevention Structural Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n u sin NI owl Planning Division Permit Coordinator Not Applicable No further Review Required DATE: DUE DATE: 03 -03 -09 DATE: Permit Center Use Only CORRECTION LETTER MAILED: attO Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: n Not Approved (attach comments) IV 3'1 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. � orj— // Date: Plan ChecWPermit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Le r # [r Revision # / Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Apo /rr 7 t i o%.-71-steer.,r Sheet Number(s): ,4a /, 4- . / • � , 4 7. t /97. Z, *I' . / "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 14 Entered in Permits Plus on 0 1 applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Steven M Mullet, Mayor Steve Lancaster, Director CITY OF MAR 13 2009 PERMIT CENTER Project Name: so`"�o #44- f'D Project Address: G / �� /� r` Contact Person: �'`'�' /�' Phone Number: 2o4. 4%='0; ° 575 ,r-Aer /4 Pt"t?iF -7 ' Summary of Revision: /.i a rt-4W -' - 7D pc- .4- (i S" .dA - paLr.ovr 41 r f f ipokiA L /24/Y• / /Ar kv0�%' G�Aay.� / r 4 4- GOr-• " 4 .1 lea rfi I pTr oiv "pfs w/ -.rw ls- c7ovv d6' c / - ! /F- �,o (-4- - a.0t.• ZU1 a / 1 'r w k— f-.,c /ea+ 7 40 WO"— . ■÷1P0 .r'il/ /1. fi'a't p.. .it . r x.r.oc v..7)ot+t of /3Fg /ol ! /oG O,W oF¢ic�►. tfc,�l —f• /At . CO , 144 di t", . • City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: M ° P cir-f t Z oe 2eO Plan Check/Permit Number: D09 -011 ❑ 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: Sound Mental Health Project Address: 6100 Southcentet B1 Contact Person: 74-i 14441.4e- eotX Phone Number: 264-. 'fry 0575 Summary of Revision: 4- es� r �P oivlL� Lit- • i�✓'..orv.r At-rAPPr 't ao• cTt* ,f T AN rte-- r GoR - et74„,., v... W reTJiL olc-er . , ?moo 1% h ' GG< i — v pc .osv G (4-eL* f f- /?e.-sf 40f- 0 g- 0,1-R9' 7 1 rr= o r t k g Okii•770gr , a -vim- / . .? •4, £ /P Gv44..c 7a Sheet Number(s): 40./ A" 2. 2, 4 7. / , 4- f. / "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 2-3-0-0 1 F GE cm, O Tuicwit.A FFR 2 0 2009 t Cep Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 / 2 Drinking fountain (each head) 1 .5 / / Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 / 1. Sink, Clinic flushing 8 8 Sink, kitchen 3 2 / Z. Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 / k• Water closet, tank or valve, >1.6 GPF 8 4 kEl King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type G / ce;v7rre. g`va Property Street Address 7, /<`s /€ City sN Owner's Name Subdivision Name Subdiv. # Block # Building Name 440v7iID (if applicable) ( ) 3p z 22-00 Owners Phone Number (with Area Code) Av A- rJ 3136 State ZIP `rtt EA/Mc- Property Contact Phone Number (with Area Code) Owner's Mailing Address AO rte-e 491 -4 ve f'% s 44.4 gsi2.4- /4 / A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Print Name of Owner /Representative Lot # RCE /Y Property Tax ID # f 1 Party to be Billed (if different from owner) D 14,N9 City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes JCNo Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B oio RCE RCE RECEIVED JAN 3 0 2009 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I un. - _ , d that the capacity charge levied will be based on this information and any deviation will require resubmission of corre -d •ata •r determination of a revised capacity charge. Signature of Owner /Representative / � Date /' 0 • a 9 (.7 F- i/ ) Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 TRAVELERS INDEMNITY CO OF AME DTC00800M372IND08 03/01/2009 03/01/2010 $1,000,000.00 03/02/2009 2 TRAVELERS INDEMNITY CO OF AME DTC00800M3721ND0802 /27/200903/01/2009 $1,000,000.0002 /25/2008 1 TRAVELERS INDEMNITY CO OF AME DTCO0800M372IND 02/27/2009 03/01/2009 $1,000,000.00 02/25/2008 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 FIRST NAT INS CORP 6519060 02/27/2009 Until Cancelled $12,000.00 02/20/2008 Name Role Effective Date Expiration Date PATTISON, MICHAEL W PRESIDENT 02/27/2009 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L&tI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company PATTISON GENERAL CONTRACTOR 4254978222 4148 148TH AVE NE REDMOND WA 98052 KING Corporation PATTISON INC UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602182087 ACTIVE PATTIGC917C7 CONSTRUCTION CONTRACTOR 2/27/2009 2/27/2011 PATTICC982D2 GENERAL UNUSED Business Owner Information Bond Information Insurance Information • Page 1 of 1 https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= PATTIGC917C7 03/26/2009 ABBREVATIONS ANGLE I.D. INSIDE DIAMETER @ AT I.P.S. INSIDE PIPE sizE q CENTERLINE INCL. INCLUDING E CHANNEL INSUL. • IUNSLATION D PENNY INT. INTERIOR _I_ PERPENDICULAR INV. INVERT le PLATE #, DIAMETER POUND OR NUMBER JAN. JANITOR 9 JST. JOIST • ( 1- 1 A SQUARE FEET JT. KIT. KITCHEN JOINT .B. ANCHOR BOLT A/C AIR CONDITIONING K.D. KNOCK OUT ACC. ACCESSIBLE KO. KNOCKOUT ACOUS. ACOUSTICAL KPL. • KICKPLATE AC.T. ACOUSTIC TILE A.D. AREA DRAIN LAM. LAMINATE(D) ADD ADDENDUM LAV. LAVATORY . ADJ, , ADJACENT L.H. LEFT HAND AuJuS. ADJUSTABLE L. LENGTH, LONG A.F.F. ABOVE FINIISH FLOOR LL. LIVE L AGGREGATE LT • LIGHT AGGR. . ALTERNATE LTL. LINTEL ALT. AL., ALUM. ALUMINUM LVR. LOUVER ANOD. ANODIZED APPRO X. APPROXIMATE MARB. MARBLE ARC ARCHITECT MAS. MASONRY ASPH. ASPHALT MAX. MAXIMUM A.V. AUDICWISUAL M.C. MEDICINE CABINET MECH. MECHANIC(AL) BD. BOARD MED . MEDIUM BTWN BETWEEN MEMB. MEMBRANE BLDG. BUILDING MET. METAL BLK. BLOCK MEZZ MEZZANINE BLKG. BLOCKING MANUFACTURE(R) MFR. BM. BEAM M.F.B. MINERAL FIBER BD B.M. BENCH TM IN MARK MH. MANHOLE BOT BOTO M . MINIMUM BRG. BEARING MISC. MISCELLANEOUS BRZ. BRONZE BSMT BASEMENT MTD, MOUNTED . MTL METAL B.U.R. BUILT UP ROOF Mal. MULLION CAB. CABINET C.B. N. NORTH CATCH BASIN CEM. CEMENT N.I.C. NOT IN CONTRACT CER. CERAMIC NO. NUMBER C.G. CORNER GUARD NOM. NOMINAL CHAMF. CHAMFER N.T.S. NOT TO SCALE C.I. CAST IRON C•I•P• CAST-IN-PLACE(CONCRETE) O.A. OVERALL CIRC. CIRCLE 0.0. ON CENTER CONTROL JOINT 0.D C.JT. . OUTSIDE DIAMETER CLG. CEILING 0.F.R.D. OVERFLOW ROOF DRAIN CLR. CLEAR(ANCE) OH. OVERHEAD C.m.u. CONCRETE MASONRY UNIT OPNG. OPENING CNTR. COUNTER OPP. OPPOSITE c.o. C LEAN OUT 0.T.S. OPEN TO STRUCTURE COL. COLUMN CONC. CONCRETE CONN. CONNECTION PASS. CONST. CONSTRUCTION PASSENGER P.B. PANIC BAR CONTINUOUS P CONT. .BD. PARTICLE BOARD CONTR. CONTRACTOR P.C. PRECAST CONCRETE . CORR. • CORRIDOR PERE. • PERFORATE(D) CPT. CARPET PERI. PERIMETER CRS. COURSING PL. PLATE CSMT. CASEMENT P.L. PROPERTY LINE C.T. CERAMIC TILE P. LAM. PLASTIC LAMINATE CTR. CENTER PLAS. PLASTER CSKFT. . COUNTER SINK PLWD. PLYWOOD CU. CUBIC FOOT PNL. PANEL CU. YD. CUBIC YARD P.O. PURCHASE ORDER PR. PAIR DEMO. DEMOLITION P.S.F. POUNDS PER SQ. FOOT DBL. DOUBLE P.S.I. POUNDS PER SQ. INCH D.L. DEAD LOAD PT. POINT DET. DETAIL P.T. PFIESSURE TREATED D.F. DRINKING FOUNTAIN PD. PLANTER DRAIN D.H. DOUBLE HUNG PTN. PARTITION DIAG. DIAGONAL PVMT. PAVEMENT DIAM. DIAMETER P.T.D. PAPER TOWEL DISPENSER DIM. DIMENSION DIV. DIVISION Q.T. QUARRY TILE DN • DAMPPROOFING R.. DOWN R. A RETURN AIR RISER DP DPR. DISPENSER RAD. RADIUS DR. DOOR R.B. RESILIENT DS. DOWNSPOUT BASE R.T. RESILIENT TILE D DRAIN TILE R.D. ROOF DRAIN DWG. DRAWING REF. REFERENCE DWR. DRAWER REFL. REFLECTED . REG. E EAST REFR. REFRIGERATOF1 REGISTER EA EACH REINF. REINFORCING E.I.F.S. EXTERIOR INSULATED REQ'D. REQUIRED FINISH SYSTEM REV. REVISION E.JT. EXPANSION JOINT R.H. RIGHT HAND EL. ELEVATION RM. ROOM ROUGH OPENING ELEC ELECTRIC(AL) R . .O. ELEV. ELEVATOR R.O.W. RIGHT OF WAY ENCL. ENCLOSE(URE) . . RCP REFLECTED CLG PLAN E. EQ UIPMENT UAL Q EQ UIP EQ. S. SOUTH ESC. ESCALATOR S.C. SOLID CORE EST. ESTIMATE SCHED. SCHEDULE EXCAV. EXCAVATE S.D. STORM DRAIN EXH. EXHAUST SEAL. SEALANT EXIST. EXISTING SECT. SECTION EXP. EXPANSION S.F. SQUARE FEET EXT. . SHELF EXTERIOR SH SHT. SHEET F.B.O.I.C. FURNISHED BY OWNER SHTG. SHEATHING INSTALLED BY CONTRACTOR SIM. SIMILAR F.B.0.1. INSTALLED BY OWNER SP STAND PIPE 0. FACTORY FINISH FURNISHED BY OWNER SL. SLOPE SPEC. SPECIFICATION F.D. FLOOR DRAIN SQ. SQUARE FDN. FOUNDATION S • S • SERVICE SINK F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET S.STL. STAINLESS STEEL F.F. STD. STANDARD STL. STEEL FIN. FINISH(ED) STOR. STORAGE FLR. FLOOR STR. STRUCTURAL FLASH. FLASHING STRUCT. STRUCTURAL FLUOR. FLUORESCENT . SUSP SUSPENDED FO.. OF S FACE STUDS __ . F.O.C. FACE OF CONCRETE . . . FACE OF FINISH T. TREAD F.O.B. FACE OF BRICK T.B. TOWEL BAR E.O.M. FACE OF MASONRY TEL. TELEPHONE FP. FIREPROOF TEMP. TEMPERED FT. FOOT, FEET TERR. TERRAZZO FTG. FOOTING TEX. TEXTURE(D) F.T.V. FIXED SECURITY TELEVISION T.&G. TONGUE AND GROOVE FURR. FURRED FURRING THK. THICK(NESS) FUT. FUTURE THRESH. THRESHOLD F.R.G. FIBERGLASS REINF. GYPSUM T.JT. TOOLED JOINT F.W.C. FABRIC WALLCOVERING TKBD. TACKBOARD T.O.B. TOP OF BRICK GA. GAGE TV. TELEVISION GAIN. GALVANIZED TYP• TYPICAL G.B. GRAB BAR T.O.C. TOP OF CONCRETE GEN. GENERAL T.O.S. TOP OF STL. GL. GLASS, GLAZING GND. GROUND UNFIN. UNFINISHED GR. GRADE, GRADING U.O.N. UNLESS OTHERWISE G.W.B. GYPSUM WALL BOARD NOTED GYP. GYPSUM GFRC. GLASS FIBER REINF. CONC. VAR. VARNISH VCT VINYL COMPOSITION TILE VEN. VENEER H.B. HOSE BIBB VERIF. VERIFY H.C. HOLLOW CORE VERT. VERTICAL HD. HEAD VEST. VESTIBULE HDBD. HARDBOARD V G VISION GRILLE HDR. HEADER V.W.C. VINYL WALL COVERING HDWD. HARDWOOD HDWR. HARDWARE W. , WIDE WEST H.M. HOLLOW METAL VV/ WITH HORIZ. HORIZONTAL W.C. WATER CLOSET HR. HOUR WD. WOOD HT. G. HEATING HEIGHT W.H. WATER HEATER HT WO WITHOUT H.V.A.C. HEATING/VENTILATING/ wp. WATERPROOF ING AIR CONDITIONING W.R. WATER RESIS AN H.W. HOT WATER WSCT. WAINSCOT E D WT. WIGHT W.W.F. VVELDE WIRE FABRIC MENTAL HEALTH' ARCHITECTS E o o vi . 0.45 co E' 4 1 8 0 E \-1 W 2°1 Lom= .7t-.:. 0 o r-- co m a) ,.c > 0 in co co 0 < < .17. @ = 0, co cc ' - " < - 2 2 0 c' cli a ' I- G % - p CD c o re LLJ 00 = (Dom, I' N "' - b c./) N u) Q. J. w 0 PREVIOUSLY PERMITTED AT THE SAME LOCATION UNDER THE NAME 'SEATTLE e n t a 1 H e a 1 t h w 1 1 a. VICINITY MAP BUILDING CODE INFORMATION PROJECT INFO PROJECT DIRECTORY 1. THIS TENANT IMPROVEMENT IS DESIGNED IN COMPLIANCE 4. OCCUPANCY LOAD: WITH THE FOLLOWING CODES AND REGULATIONS: GROUP & TREATMENT ROOMS 1054 SF 15 Net 71 OCC. NATIONAL CODES WAITING (101): • 192 SF /, 15 Net - 13 OCC. PROJECT ADDRESS S 147th St . cn C71 co CI1 m" CD 6100 SOUTHCENTER BLVD. TUKWILA , WA 98188-2441 PROJECT DESCRIPTION TENANT SOUND MENTAL HEALTH 1600 EAST OLIVE STREET SEATTLE, WA 98122 CONTACT: PAUL EISENHAUER DAY ROOM (126): 524 SF , 15 Net 35 OCC. 2006 INTERNATIONAL BUILDING CODE (IBC) LOUNGE (109): 128 SF ' 15 Net 9 OCC. / 2006 INTERNATIONAL MECHANICAL CODE (IMC) STORAGE (115): 40 SF / 300 Gross = 1 OCC. 2006 INTERNATIONAL FIRE CODE oFq REMAINING AREAS: 1873 SF / 100 Gross = 19 OCC. 2006 UNIFORM PLUMBING CODE (UPC) TENANT IMPROVEMENTS TO 5374 SF 1ST FLOOR OF THE CENTERPLB( BUILDING 'A'. DEMOLITION OF EXISTING NON-STRUCTURAL PARTITIONS AJGHTING /FINISHES CONSTRUCTION OF NEW PARTITIONS /DOORS /FINISHES /CASEWORK ADDITION OF UNISEX ADA RESTROOM UPGRADE TO EXISTING STAIR RAILINGS AT ALL THREE FLOORS OF BUILDING NO MODIFICATIONS TO THE EXTERIOR OF THE STRUCTURE DRAWINIG INIDEX P. 206.302.2200 PROJECT MANAGEMENT CBRE 20415 72nd AVE S SUITE 120 KENT, WA 98032 CONTACT: BRAD MIDDLETON P. 253.398.9034 C. 425.591.9674 ARCHITECT SKB ARCHITECTS 2333 THIRD AVENUE =-• 6 [ 9) 9,1 < S 149th t a) . T. 7007 REGISTERED ARCHITECT - - -- S 150th St • •-` I I r r nziv m- • < • 0 c), 1\3 m m D. 03 > a 4 " ' 141 1,! s kil. kl.‘ = • 1 pmq TOTAL OCCUPANT LOAD 148 OCC. 2005 NATIONAL ELECTRIC CODE (NEC) 2003 ACCESSIBLE & USABLE BUILDINGS & FACILITIES A 5. EXITING WASHINGTON STATE AMMENDMENTS EXITS REQUIRED = 01 1 - c) - - - - BRIAN COLLINS-I RIEDRICHF STATE OF WASHINGTON 0 cz$ c o (.) 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Lil 0 St . :2 S S 152nd T d) S 152nd PI. , 0 \ South EXITS PROVIDED = WAC 51-50 WASHINGTON STATE BUILDING CODE (IBC) WAC 51-51 WASHINGTON STATE BUILDING CODE pc) 6 CEILING WAC 51-52 WASHINGTON STATE MECHANICAL CODE (IMC) OPEN CEILING AREAS BENEATH STRUCTURE TO BE 1-HR FIRE RATING WAC 51-54 WASHINGTON STATE FIRE CODE (IFC) THROUGHOUT FLOOR AREA TYP. C ente r r S 154th St. 'di S 153rd St. d, 0111111\ 411111.1"--- SITE ARCHITECTURAL SEATTLE, WA 98121 CONTACT: RUSSELL BLAZIER WAC 51-56 & 51-57 WASHINGTON STATE PLUMBING FILE COPY SEPARATE PERMIT CODE & 'STANDARDS REQUIRED FOR: WAC 51-11 WASHINGTON STATE ENERGY CODE (WSEC) Permit No. 1 WAC 51-12 VVASHINGTON STATE VENTILATION & INDO Per D01--011 OR AIR QUALITY CODE (WAVIAQ) BrkillichanIcal review "conPstreruveictiloenedbocujectmeteneterredoreesendnotemiesauthieoriezese WAC 296-46B ELECTRICAL SAFETY STANDARDS, aloglectrical P ADMINISTRATION, AND INSTALLATION Elollumbino ed , Receipt the violation of . . opt •.,, , - 0 , 1 ' '' • Glea porno 2. THE BUILDING IS DESIGNED IN COMPLIANCE WITH THE FOLLOWING REQTS. of approve: . . 1 I • d Fi and City of Tukwila • • • • ' ROUP B-OFFICE (CLINIC /OUT-PATIENT) By ... sTANG DIVISION • 40 5 A0 .1 PROJECT INFORMATION Al2 SITE SURVEY . A21 DEMOLITION PLANS A22 FLOOR PLAN & REFECTED CEILING PLAN A71 DOOR SCHEDULE & DETAILS A72 ELEVATIONS /CASEWORK DETAILS A9.1 WALL TYPES /TYP. DETAILS & RESTROOM PLAN P. 206.903.0575 STRUCTURAL ENGINEER BTL ENGINEERING 17924 140th AVE NE, SUITE 220 WOODINVILLE, WA 98072 CONTACT: ERIC DANN P. 425. 814. 8448 GENERAL CONTRACTOR PATTISON GENERAL CONTRACTOR 4148 148th AVE NE BUILDING 'H' ' REDMOND, WA 98052 P. 425A9i,8222 .. 405 ' r „.... • .. Tulwvila Pkwy. Evans Black r '•• . . • • • • • ;• 90/ Of: a, " , ' Blvd Baker . .• 9 ,, cri (31 = ). ca :. •:*f trander:: BJV Andovei CI ,--. ) SEICIVIC A 1 ZONE: D-2 I, • • 3 0 '' D ) FIRE PROTECTION: NON-SPRINKLERED BUILDING 0 < CD - o a) (EXISTING FIRE HOSE CONNECTED TO 2" DOMESTIC MAIN @ EACH FLOOR) City Of Tiikwila XISTING B E ) EUILDING CONSTRUCTION TYPE: TYPE V - 1HR BUILDING DIVISION 3 BUILDING USABLE SQUARE FOOTAGE • FLOOR TOTAL = 6,066 SF (5374 USF + 692 SF CORE (RESTROOMS, MECHANICAL, ELECTRICAL) BUILDING TOTAL = 18,706 SF TI AREA = 5374 USF (1ST FLOOR ONLY) • REVIEWED FOR 7 CODE COMPLIANCE APPROVED 0 MECHANICAL /PLUMBING // DEFERRED PERMIT SUBMITTAL MAR 2 2009 Di - City of Tukwila BUILDING DIVISION ELECTRICAL REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. Ivo Revision will require a new plan submittal DEFERRED PERMIT SUBMITTAL EGRESS DIAGRAM LEGAL DESCRIPTION and may include additional plan review fees. OFFICE THAT PORTION OF TRACTS 12 AND 15 AND VACATED 62ND AVENUE SOUTH INTERURBAN ADDTITION TO SEATTLE, - - ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAG 55, IN KING t.,OUNTY, WASHINGTON, LYING NORTHERLY OF THE NORTHERLY MARGIN OF SR 405 (PSH NO. AS DELINEATED ON THAT CERTAIN . WASHINGTON STATE HIGHWAY COMMISSION RIGHT-OF-WAY DRAWING SR 5 (PH N10.1), SOUTH 178TH STREET TO SOUTH 126TH STREET, SHEET 6 OF 21 SHEETS, BEARING DATE OF APPROVAL JANUARY 30,1962, AND LYING SOUTHERLY AND WESTERLY OF THE SOUTHERLY AND WESTERLY MARGIN OF 62ND AVENUE SOUTH CONNECTION AS DELINETED K O N SAID SHEET 6 AND CONVEYED TO THE STATE OF WASHINGOTN BY DEED RECORDED UNDER ECORDING NO. 5534286, ., AND MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID 12; THENCE NORTH 88 DEGREES 24'47" WEST 78.40 FEET ALONG THE NORTH LINE OF TRACT 12; THENDE SOUTH 24 DEREES 0758" WEST 115.94 FEET TO A POINT ON SAID NORTHERLY MARGIN THENCE SOUTH 65 DEGREES 52'02" EAST 161.58 FEET TO A POINT SAID NORTHERLY MARGIN OPPOSITE HIGHWAY ENGINEERS STATION 170+00; THENCE SOUTH51 DEGREES 49'52" EAST 160.53 FEET ALONG SAID NORTHERLY MARGIN TO THE INTERSECTION WITH THE WESTERLY MARGIN OF THE 62ND AVENUE SOUTH CONNECTIOIN; THENCE NORTH 01 DEGREES 21'40" EAST 204.70 FEET ALONG SAID WESTERLY MARGIN; THENCE NORTH 88DEGREES 24'47" WEST 154.24 FEET ALONG THE SOUTHERLY MARGIN OF THE 62ND AVENUE SOUTH CONNECTION, TO THE POINT OF INTERSECTION WITH THE EAST LINE OF SAID TRACT 12; THENCE NORTH 01 DEGREES 21'40" EAST ALONG THE EAST LINE OF TRACT 12, A DISTANCE OF 60.00 FEET TO THE NORTHEAST CORNER OF TRACT 12 AND THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTIOIN THEROF CONVEYED TO THE STATE OF WASHINGOTN BY DEED RECORDED UNDER RECORDING NO 780330O366 . EXCEPTION THAT PORTION THEROF AWARDED TO TOM T. KATO AND KAZUE KATO, HUSBAND AND WIFE, PURSUANT TO JUDGEMENT ENTERED JULY 7,1986 IN KING COUNTY SUPERIOR COURT CAUSE NO. 82-2-01613-6. (ALSO KNOWN AS A PORTION OF PARCEL B OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. BLA-2-79, RECORDED UNDER RECORDING NO. 7902141457 Do i finalto C) l 1 MAXIMUM TRAVEL DISTANCE 1 " = 88-0 COMMON PATH OF TRAVEL = 47'-0" MAXIMUM PATH OF TRAVEL = 75'-0" MAX. TRVL. DISTANCE ALLOWED = 3004 FACILITIES MECH TREATMENT TREATMENT FILES STORAGE MGMT ROOM TREATMENT TREATMENT 112 113 114 115 129 130 119 120 - -- OFFICE , .. ... -- 1 -x --I" 1 ' 1 - I 111 1 ' 1 i 1 , , Y ,_ , . i ,•, _t HAI HALL 1 1 I ---- 1 ., 121 , 118 1 EXIT STAIRS • i 1 1 I i ..1 EXIT STAIRS TREATMENT OFFICE , 1 I 1 1 I 1 I . i 1 1 122 a a) Q. 2 60'OZ co IQ co 60'EI- 117 SE ER -- - EMI ......_ Revision: ., 0 E 6 .. - LL , I-# NOI1O38II1OO 1I011:13d SNOIIVO1dIaOIN NV1d (/) z 0 - SNOISIA3a NY ld 1 i --- -_ - CORY 1 I_J • I __ _ ___ _ ______ __ 1 _ : 4. un #2 1 ' CORRIDOR GENERAL NOTES SYMBOL LEGEND 1 4 134 108 109 = ' - - - - 100 EXIT #3 133 -- --- ----- < IW Mi T 7 - ,t , - 0 RECEPTION I _ .4, ji -. - , i 1 1 __Li I 1 -- 4 -- OFFICE' t DO NOT SCALE DRAWINGS. 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY W/THE WASHINGTON STATE BUILDING CODE, THE WASHINGTON STATE ENERGY CODE, AND OTHER APPLICABLE CODES, RULES AND REGULATIONS OF JURISDICTIONS HAVING AUTHORITY. 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFY TFIE ARCHITECT OF ANY DISCREPENCIES A9 NOTED AMONG OR BETWEEN THE CO DOCUMENTS, OWNER- PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOM- MENDATIONS, OR CODE REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY. 4. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL BECOME FAMI1JAR WITH THE CONTRACT DOCUMENTS, OWNER PROVIDED INFORMATION AND SITE CONDITIONS, INCLUDING TAKING FIELD MEASUREMENTS AS NECCESSARY. 5. THE CONTRACTOR SHALL PAY AND SECURE AND ALL GOVERNMENTAL PERMITS, FEES, LICENCES, AND INSPECTION NECCESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK EXCEPT FOR THE GENERAL BUILDING PERMIT. 6. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS ' OTHERWISE NOTED. CONTACT ARCHITECT FOR CLARIFICATIONS IF NEEDED. ‚ REVISION 11101._____ HEATER I I COLUMN GRID 0 LINE .MI Kg 127 124 1 1 , DETAIL BUG I al DETAIL NUMBER _t.-- -I , _ ... OFFICE -p = z cc %V DRAWING NUMBER BUILDING SECTIOW SECTION --- ,,, . HALL UNISEX ADA ,X. o) , -c) -.1- N I c° ,_ ob g D I 0 : VD ° c v. cc (n 1-1-LI F.) • z I cn (• 4- . 4 M 7 .- o .8 r') ; c::... : AI, : CE i_ 1 51- PROJECT INFORMATION AO 1 ,- 107 RESTROO WALL SECTION/ DESIGNATION I 11 7 ELEVATION DRAWING NUMBER DATUM • 1 1 SEE TITLE BLOCK REVISION FOR REVISION. Old* MOST RECENT REVISION SHOWN CLOUDED:- 125 • A11111 • • EXIT #1 \ • .. • • - IT #4 o OFFICE OFFICE o 0 NORTH ARROW 0 22 SHEET NUMBER 1ST FLOOR OFFICE LINE OF 1-HR RATED ASSEMBLY DAY ROOM QECEAVE11,1 & ,. ,.... mmvil..,-• Gm( Or 1%' MA R 1 3 2. c krr ER P ER M 06.-. Pmn OFFICE WAITING - INTERIOR ELEVATION 22 A876 22 REFERENCE 22. 105 104 103 102 101 126 DRAWING NUMBE R ROOM ROOM NAME EXIT SEPERATION = 99 > 12 DIAGONAL 1 ROOM NUMBER 304.1 EXITING SEPERATION: PLAN DIAGONAL DISTANCE OF TENANT AREA = 115'-4" OPENING N 308A MATCH LINE • • MATCH LINE • WALIPARTITION TYPE REQ'D EXIT DOOR SEPERATION = >50% X DIAGONAL DIMENSION 0 I NOTE: NO MODIFICATIONS TO EXTERIOR OF BUILDING REQ'D EXIT SEPERATION = 57 SCALE: 1/8"= '- 143 ACTUAL EXIT SEPERATION = 99'-5" =t-0" �X AREA LIGHT A/C ASPHALTIC CONCRETE Pct: °' 6 ' EDGE OF ASPHALTIC CONCRETE B.M. BENCH MARK ✓ 7 f BUILDING LINE CB ® or I CATCH BASIN CENTERLINE OF RIGHT -OF -WAY CC CONCRETE CURB CD CONCRETE DRIVE CIP`or CI CAST IRON PIPE CLF CHAIN LINK FENCE CO CLEANOUT CP CONCRETE PIPE CRW CONCRETE RETAINING WALL or CS CONCRETE SURFACE CW CONCRETE WALK • " � N CONIFEROUS TREE (SIZE NOTED) ' DEC DECIDUOUS TREE (SIZE NOTED) SI DUCTILE IRON PIPE ED ELECTRICAL DUCT EC ELECTRICAL CABLE /LINE (OVERHEAD) ECb ELECTRICAL CABLE /LINE (BURIED) ®orDHH ELECTRICAL HANDHOLE EM ET or PT EV or PV ECC LEGEND UTILITY EASEMENT PSS or SS (R) ;MH or PSS MH '® S.C.C. 82 -2- 01613 -6 FO or F/O FIBER OPTICS G GAS MAIN GAS METER III " GAS VALVE GUY ANCHOR GP GUY POLE 0 GUARD POST HCPS HANDICAP PARKING SPACE ® ; JUNCTION BOX LP LIGHT POLE MW MONITOR WELL OH or 0/H OVERHEAD E or P POWER LINE PL PLANTER PAINTED LOCATION PARKING METER PARKING SPACE (P) or PM PS PEDESTRIAN RAMP OR HANDICAP PARKING PVC POLY VINLY CHLORIDE Ie PROPERTY LINE R WALL RETAINING WALL SSS SANITARY SIDE SEWER SANITARY SEWER RECORD DATA SANITARY MANHOLE SIGN STEAM LINE N.E. CORNER TRACT 12 INTERURBAN ' ADDITION TO SEATTLE CONVEYED TO CITY OF TUKWILA REC. NO. 7902141398 UKN UTILITY ACCESS / / r � T Fqs° F O F,y FN T l x / / _ / / / • r FND. 2" BRASS SURFACE MONUMENT 1 "CITY OF TUKWILA" s MAILBOX SIDEWALK EASEMENT 1 ° 1 ill: Ei 'ti 1 PARI4ING 1H/C" TIGN 4 ' q m _ �. N 8722'18" W 75.36' PSP &L EASEMENT r 5' STRIP AS CONSTRUCTED GENERAL AREA SHOWN HEREON 10-0 SD or PSD SDMH or PSD MH SLHH TCb TC TD or TCd TMH TS TV UGP or ECd UGT or TCd c STRAIN POLE STREET LIGHT (WOOD POLE) STREET LIGHT (METAL POLE) STORM DRAIN STORM DRAIN MANHOLE STREET LIGHT HAND HOLE TELEPHONE. LINE (BURIED) TELEPHONE LINE (OVERHEAD) TELEPHONE DUCT TELEPHONE MANHOLE TELEPHONE SENTRY TELEVISION CABLE UNDERGROUND POWER LINE UNDERGROUND TELEPHONE UNE TRAFFIC FLOW TRAFFIC LIGHT t UTILITY POLE W WATER MAIN WMHO WATER MANHOLE ® WATER METER 04 WATER VALVE YL YARD LIGHT N.W. CORNER TRACT 15 INTERURBAN ADDITION TO SEATTLE A/C PAVING c &tii ; Eifia i f:fi:i ly�l;�� Eili .01.1.-KevatiA. :.: -a i . STOP SIGN PEDESTRIAN CROSSING SIGN 1, '047- JUNCTION BOX CONVEYED TO CITY OF TUKWILA REC. NO. 7908610990 N 4311 W 10.63' SITE NOTES ZONING AGENCY CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA (206) 431 -3651 SETBACKS: CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT SETBACKS MAY DIFFER FROM THOSE' IN EFFECT DURING DESIGN /CONSTRUCTION OF EXISTING IMPROVEMENTS. FLOOD ZONE: THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY 16, 1995, COMMUNITY PANEL NO. 53033C0959, AND IS SITUATED IN ZONE "X ", AREA DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. HORIZONTAL DATUM: TUKWILA BOUNDARY UNE ADJUSTMENT NO. BLA -2 -79 RECORDING NO 7902141457 VERTICAL DATUM:` N/A AREA: SITE AS SHOWN CONTAINS 36,026 SQUARE FEET OR 0.827 ACRES, MORE OR LESS. PARKING SPACE COUNT: PARKING SPACES TOTAL 72 INCLUDES 5 HANDICAP SPACES. SUBSTRUCTURES: BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO UABIUTY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTIUTIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER /AGENCY. UTILITY PROVIDERS: SANITARY AND STORM SEWERS CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BOULEVARD TIJKWILA, WA 98188 (206) 433 -0179 WATER CITY OF TUKWILA WATER DEPARTMENT 600 MINKLER BOULEVARD TUKWILA,` WA (206) 433 -0179 GAS AND POWER PUGET SOUND ENERGY SOUTH KING COUNTY SERVICE CENTER 22828 68TH AVENUE SOUTH KENT, WA 98032 1 -800- 321 -4123 TELEPHONE U S WEST LDA GROUP P.O. BOX 625001 UTTLETON, CO 80162 1 -800- 526 -3557 DESCRIPTION: THAT PORTION OF TRACTS 12 AND 15 AND VACATED 62ND AVENUE SOUTH INTERURBAN ADDITION` TO SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 55, IN KING COUNTY, WASHINGTON, ' LYING NORTHERLY OF THE NORTHERLY MARGIN OF SR 405 (PSH NO. IRE) AS DEUNEATED ON THAT CERTAIN WASHINGTON STATE HIGHWAY COMMISSION RIGHT-OF-WAY DRAWING SR 5 (PH NO. 1), SOUTH 178114 STREET TO SOUTH 126TH STREET, SHEET 6 OF 21 SHEETS, BEARING DATE OF APPROVAL JANUARY 30, 1962, AND LYING SOUTHERLY AND WESTERLY OF THE SOUTHERLY AND WESTERLY MARGIN OF 62ND AVENUE SOUTH CONNECTION AS DEUNEATED ON SAID SHEET 6 AND CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 5534286, AND MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 12; THENCE NORTH 8874'47" WEST 78.40 FEET ALONG THE NORTH UNE OF TRACT 12; THENCE, SOUTH 24'07'58" WEST 115.94 FEET TO A POINT ON SAID NORTHERLY MARGIN; THENCE SOUTH 65'52'02" EAST 161.58 FEET TO A POINT ON SAID NORTHERLY MARGIN OPPOSITE HIGHWAY ENGINEERS STATION 170 +00; THENCE SOUTH 5149'52" EAST 160.53 FEET ALONG SAID NORTHERLY MARGIN TO THE INTERSECTION WITH THE WESTERLY MARGIN OF THE 62ND AVENUE SOUTH CONNECTION; THENCE NORTH 01'21'40" EAST 204.70 FEET ALONG SAID WESTERLY MARGIN; THENCE NORTH 88'24'47" WEST 154.24 FEET ALONG THE SOUTHERLY MARGIN OF THE 62ND AVENUE SOUTH CONNECTION, TO THE POINT OF INTERSECTION WITH THE EAST UNE OF SAID TRACT 12; THENCE NORTH 0171'40" EAST ALONG THE EAST UNE OF TRACT 12, A DISTANCE OF 60.00 FEET TO THE NORTHEAST CORNER OF TRACT 12 AND THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 7803300366. EXCEPT THOSE PORTIONS THEREOF CONVEYED TO THE CITY OF TUKWILA FOR ROADWAY AND UTILITY PURPOSES BY DEEDS RECORDED UNDER RECORDING NO 7902141398 AND 790801099M EXCEPT THAT PORTION THEREOF AWARDED TO TOM T. KATO AND KAZUE KATO, HUSBAND AND . WIFE, PURSUANT TO JUDGMENT ENTERED JULY 7, 1986 IN KING COUNTY SUPERIOR COURT CAUSE Na 82 -2- 01613 -6. (ALSO KNOWN AS A PORTION OF PARCEL B OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. BLA -2 -79, RECORDED UNDER RECORDING NO. 7902141457). 2 0 10 20 GRAPHIC SCALE (1N FEET ) 1 inch = 20 ft. 11TLE REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO. NCS- 100204 -WA1, DATED JUNE 24, 2004. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. TITLE REPORT SCHEDULE B EXCEPTIONS: ITEMS CIRCLED ARE SHOWN ON MAP. 5. LEASE MADE BY JONATHAN POOL, LESSOR, TO INTERSTATE MOBILEPHONE COMPANY, LESSEE, FOR A TERM OF 5 YEARS AND 5 SUBSEQUENT OPTIONAL EXTENSION TERMS, AND THE COVENANTS AND CONDITIONS AS THEREIN CONTAINED, AS DISCLOSED BY MEMORANDUM OF LEASE DATED MARCH 22, 1996, AND RECORDED APRIL 4, 1996 AS DOCUMENT NO. 9604040206. IN THIS CONNECTION' WE NOTE NON - DISTURBANCE AND ATTORNEMENT AGREEMENT UNDER RECORDING NO. 9604040207, 9604040208 AND 9604040209. TELEPHONE: CERTIFIED TO: UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. RESERVATION OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED IN DEED FROM THE STATE OF WASHINGTON: RECORDED: AUGUST 30, 1962 RECORDING NO 5473600 O EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: IN FAVOR OF: FOR AFFECTS: RECORDING INFORMATION: IN FAVOR OF FOR AFFECTS: REGISTERED LAND SURVEYOR NO.: SURVEYOR'S ADDRESS & COMPANY 6055686 CITY OF TUKWILA UTIUT1ES VACATED 62ND AVENUE SOUTH • A DOCUMENT ENTITLED "DEVELOPER'S AGREEMENT" RECORDED MARCH 8, 1978 AS 7803080930 OF OFFICIAL RECORDS. 10. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LANDSCAPING AND MAINTENANCE AGREEMENT" RECORDED MARCH 8, 1978 AS 7803080931 OF OFFICIAL RECORDS. DOCUMENTS(S) DECLARING MODIFICATIONS THEREOF RECORDED FEBRUARY 14, 1979 AS 7902141458 OF OFFICIAL RECORDS. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: FOR: RECORDING INFORMATION: 7810170749 U IN FAVOR OF: PUGET SOUND POWER AND UGHT COMPANY AFFECTS: NORTHERLY PORTION OF PROPERTY (AS CONSTRUCTED) HEREIN DESCRIBED (GENERAL AREA SHOWN) 0 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "PRIVATE ROADWAY AND PARKING EASEMENT" RECORDED FEBRUARY 13, 1979 AS 7902131037 OF OFFICIAL RECORDS. C I EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN 7902141399 CITY OF TUKWILA SIDEWALK AS DESCRIBED THEREIN 14 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "EASEMENT AND MAINTENANCE AGREEMENT" RECORDED FEBRUARY 14, 1979 AS 7902141402 OF OFFICIAL RECORDS. DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED OCTOBER 4, 1979 AS 7910040768 OF OFFICIAL RECORDS. SURVEYOR'S NOTE: _ THIS EASEMENT IS BLANKET IN NATURE. 0 TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT UNE ADJUSTMENT (BOUNDARY UNE REVISION) BLA- 2 -79: RECORDED: - FEBRUARY 14, 1979 RECORDING INFORMATION: 7902141457 16. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 7907110703 IN FAVOR OF: PUGET SOUND POWER AND UGHT COMPANY FOR: UTIUTIES AFFECTS: PARCEL, 7' STRIP AS CONSTRUCTED SURVEYOR'S NOTE: THIS EASEMENT IS BLANKET IN NATURE. 17. A DOCUMENT ENTITLED "RIGHT OF ENTRY AGREEMENT" RECORDED NOVEMBER 5, 1991 AS 9111051238 OF OFFICIAL RECORDS. CERTIFICATION: SURVEY IDENTIFICATION NO.: 2004144.00 33139 BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WA 98102 -3513 (206) 323 -4144 SEATTLE MENTAL HEALTH INSTITUTE, INC., A WASHINGTON NON -PROFIT CORPORATION FF �T FDC ELECTRICAL METER ELECTRICAL TRANSFORMER ELECTRICAL VAULT EXTRUDED CONCRETE CURB EXISTING SURVEY MONUMENT IN CASE FINISHED FLOOR ELEVATION FIRE HYDRANT FIRE DEPARTMENT CONNECTION STM SEC. 23, TWP. 23, RGE. 4E, W.M. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS," JOINTLY ESTABUSHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 2, 3, 4, 6, 7a, 7b(1), 7c, 8, 9, 10, 11a, 11b, 14, AND 15 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT PROPER FIELD PROCEDURES, INSTRUMENTATION AND ADEQUATE SURVEY PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE OUTLINED IN THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA /ACSM LAND TITLE SURVEYS." THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2009 RECEIVED CITY OF TUKWILA MAR 13 2009 City of Tukwila ERMIT CENTER BUILDING DIVISION Z U 11- ckS W 0 T w V (wi sheet drawn by GLD scale 1 20 0 0 z : w 1 z l- J z w w - J 1- Q / w VJ z O z 0 0 date 08/13/04 Job no. 2004144.00. U:\LDD\2004144\dwg\XS- SUR.dwg, Layoutl, 08/18/2004 02:51:13 PM DEMOLITION I I 11 11 11 11 11 11 II IL n II II II EXIST'G CMU BEARING y WALL TO REMAIN REMOVE EXISTING CEILING GRID, rr� ACT AND LIGHTING FIXTURES, U.O.N. EXISTG FIRE HOSE CABINET TO REMAIN EXISTG CORE SPACES (SHOWN SCREENED) TO REMAIN NO DEMO @ EXIST'G LOBBY EXIST'G CORE SPACES (SHOWN SCREENED) TO REMAIN NO DEMO @ EXIST'G LOBBY EXIST'G CMU BEARING \ r WALL TO REMAIN ==`- i 1 REMOVE GWB @ EXIST'G FURRING WALL. FRAMING TO REMAIN, TYP, EXIST'G STAIRS TO REMAIN. EXIST'G GUARDRAIL TO BE REMOVED. AREA TO BE PREP'D FOR NEW HANDRAIL & GUARDRAIL, TYP. @ EAST & WEST STAIRS ON ALL FLOORS PER DETAILS. CONFIRM 1 -HR RATING (TYPE 'X') GWB @ EXIST'G CORRIDOR WALLS TO REMAIN, TYP. REMOVE EXIST'G GWB AND PREP FOR NEW TYPE 'X' IF NOT EXISTING CONFIRM 1 -HR RATING (TYPE 'X') GWB @ EXIST'G GWB ATTACHED TO FLOOR STRUCTURE ABOVE TO REMAIN, TYP. GENERAL NOTES - DEMOLITION DASHED LINE INDICATES PARTITIONS, DOORS, RELITES, CASEWORK, PLUMBING FIXTURES, ELECTRICAL, DEVICES, ETC. TO BE REMOVED, RETURNED TO BUILDING OWNER, RECYCLED OR DEMOLISHED. SOLID LINE INDICATES EXISTING PARTITIONS, DOORS, RELITES, CASEWORK, PLUMBING FIXTURES, ELECTRICAL DEVICES, ETC. TO REMAIN REMOVE EXISTING CEILING GRID, ACOUSTIC TILE, GWB SOFFITS AND LIGHTING REMOVE AND STORE EXISTING WINDOW COVERINGS FOR REUSE REMOVE ALL WALLCOVERING ON WALLS DEMOLISH EXISTING INFRASTRUCTURE AS NECESSARY TO ACCOMODATE NEW LAYOUT. DEMO AT ELEV LOBBIES AND RESTROOMS TO ALLOW FOR NEW WORK. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING AND IMPROVEMENTS WITHIN THE AREAS OF OPERATION AND TAKE CARE TO PROTECT THE NEIGHBORING TENANT SPACES. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE IMMEDIATE RESTORATION, REPAIR, OR REPLACEMENT. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE IMMEDIATE RESTORATION, REPAIR, OR REPLACEMENT IF ANY DAMAGE DOES OCCUR: 10. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ADEQUATELY SECURE THE PREMISES AND'OR STORED MATERIALS FROM TRESPASSING, THEFT, AND VANDALISM. ALL EXISTING INTERIOR SURFACES AND FINISHES TO REMAIN INTACT SHALL ALSO BE PROTECTED FROM DAMAGE DURING THE COURSE OF CONSTRUCTION. PRIOR TO REMOVAL OF ANY STRUCTURAL COMPONENTS, THE CONTRACTOR SHALL PROVIDE SHORING AS REQUIRED TO TEMPORARILY SUPPORT ALL LOADS UNTIL NEW FRAMING IS INSTALLED AS DRAWN AND SPECIFIED. IF THE CONTRACTOR FINDS THE EXISTING CONDITIONS TO BE OTHER THAN DOCUMENTED OR IN CONFLICT WITH THE DRAWINGS, THEY SHALL NOTIFY SKB ARCHITECTS IMMEDIATELY. PROCEEDING WITHOUT NOTIFICATION INDICATES FULL ACCEPTANCE OF CONDITIONS AND RESPONSIBILITY IF WORK IS. NOT IN CONFORMANCE WITH IF THROUGH DEMOLITION AND REMOVAL OF EXISTING BUILT OBJECTS ON INTERIOR AND EXTERIOR FINISHED SURFACES, ALL EXISTING ELECTRICAL OUTLETS AND SWITCHES TO REMAIN, TO BE PROTECTED DURING DEMOLITION, TO BE SAVED FOR OWNER'S USE OR FOR FUTURE USE. CONSULT PLANS FOR SPECIFIC ELECTRICAL WORK. PROVIDE NEW OUTLET, SWITCH, AND FACEPLATES TO MATCH NEW. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2009 City of Tukwila BUILDING DIVISION I RECEIVED CITY OF TUKWILA MAR 13 2009 PERMIT CENTER skB CO ARCHITECTS va 0 0 1• 1E 0 0 0 4J 0 U o N mco c a' m6 co co co ocs U) BRIAN COLLINS- FRIEDRICHS STATE OF WASHINGTON 7007 REGISTERED ARCHITECT E 0 w o 0 • - Z 2 00 C Q N O - C-a. d' CD O ' r C �E Na)� ,,__ '5 . m d a.wo w Z c .� = co c C r WN C c>� QQ = f j �w 8 V N � O NN.` E. i :: c =O v W 8 cow rcna.u.wU 0 m 0 DEMO PLAN FLOOR PLAN EXIT STAIRS 134 109 100 TREATMENT 12'-0 12' -0" 11' -0" 11'-0" +/- 10'-6° L v0 OFFICE 117 11' -0" 8' -6" N. CLEAR ER ** 5' -0" 3'-8" 1 MIN. EXIST'G MAILBOXES TO REMAIN 10 A E Al AS REQ'D RECEPTION 127 5' -0" HALL ALIGN OFFICE 111 FLOOR PLAN 1/8" =1' -0" 1/8 11'-0 TREATMENT TREATMENT OFFICE ALIGN W/ OF MULLI OFFICE REFLECTED CEILING PLAN FACILITIES MECH FILES STORAGE MGMT ROOM OFFICE OFFICE EXIST'G EXIST'G WAITING +1- 11' -1 12" GWB +8'-0' EXIS 'G Q1'.. fAV CONFIRM EMERGENCY LIGHTING @ EXISTING LOBBY RECESSED FLUORESCENT FIXTURES TO REMAIN IMMINIMa 'STING CONFIRM EMERGENCY LIGHTING @ EXISTING EXTERIOR FIXTURES @ STAIR EXIT DOORS TO REMAIN Of TO TREATMENT DAY ROOM TREATMENT OFFICE OFFICE OFFICE 125 EXIT STAIRS 133 Type Al A2 SILL (BELOW) Use 4' direct / ind pendent 8' direct / ind pendent 4" Fluorescent recessed downlight 4" Fluorescent recessed wall washer Under cabinet Tight 4' Fluorescent surface -mtd Sconce 8' Pendant wall washer 4'x4' custom LED Tight panel Ceiling mtd illuminated Exit Sign PARTITION PER PLAN EXISTING MULLION AND GLAZING ✓/ 1 1/2 "' =1' -0" Watts 64 128 32 50 13 54 32 64 100 GENERAL NOTES PLAN MECHANICAL /ELECTRICAL /PLUMBING /FIRE ALARM & FIRE PROTECTION SYSTEMS ARE DESIGN BUILD, MODIFY/EXTEND EXISTING SYSTEMS TO ACCOMODATE NEW LAYOUT. PROVIDE LAYOUT DRAWINGS TO ARCHITECT APPROVAL PRIOR TO INSTALLATION. 2 ALL CONSTRUCTION TO MEET CURRENT CODES; 3; ALL WALLS TYPE TO BE AS INDICATED ON PLAN U.N.O. SEE SHEET A9,1 FOR WALL TYPES AND DETAILS. 4 PROVIDE FIRE EXTINGUISHERS PER CODE. RECESSED CABINET INTO WALL SEE FLOOR PLAN FOR LOCATIONS 7 EXISTING CORE CONSTRUCTION TO REMAIN SHOWN SCREENED. 8. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL DIMENSIONS. 9. PROVIDE BACKING IN COFFEE, TOILET AND WAIT AREA AS REQUIRED FOR CASEWORK AND WALL MOUNTED FIXTURES, EQUIPMENT AND ART. 10. ALL DOORS TO BE 4" TO DOOR OPENING FROM ADJACENT WALL. (U.O.N) 11. ALL CASEWORK CONSTRUCTION TO MEET AWI PREMIUM GRADE STANDARDS. SUBMIT COMPLETE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 12. SEAL ALL PENETRATIONS AT ALL WALL TYPES. FULLY SEAL ALL JOINTS AND INTERSECTIONS AT WALLS. 13: LINE TYPE INDICATES EXTENT OF 1 -HR FIRE RATED WALL TYPE W/FIRE TAPING - 14. EXISTING CONSTRUCTION 15. NOTE: (3) LAYERS OF 5'S" GWB PER WALL TYPE '2' WHERE APPLICABLE. CENTER WALL ASSEMBLY ON MULLION, TYP. OFFSET WALL TO Lamp (2) 32w T5 (4) 32w T5 32w CFL 50w MR -16 1xT5HO 1xT5HO 32w CFL (2) 32w T5 PROVIDE DATA AND AV CABLING PER TENANT DIRECTION. PARTITIONS THAT ARE NOT DIMENSIONED ARE TO BE LOCATED FLUSH AND SQUARE WITH EXISTING PARTITION OR CENTERLINE OF WINDOW MULLION AS SHOWN. Ballast NEW CONSTRUCTION r CD O EXISTING MULLION GENERAL NOTES RCP 1. ALL CEILINGS TO BE OPEN TO STRUCTURE ( +9' -6 ") UNLESS OTHERWISE NOTED. 2. EMERGENCY EGRESS LIGHTING PER PLAN. 3, MODIFY/EXTEND EXISTING HVAGPLUMBIN&FIRE PROTECTION SYSTEMS TO ACCOMODATE DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4. PROVIDE WALL SWITCHES AT UNDERCABINET LIGHTING LOCATIONS 5. ALL FLUORESCENT LAMPS TO BE 3000K. 6. LOCATION OF LIGHTS IN OPEN TO STRUCTURE AREA TO BE FIELD VERIFIED (DUE TO DUCTWORK & STRUCTURAL. 7. SWITCHES TO BE GANGED, WHERE APPLICABLE. ALL INCANDESCENT FIXTURES TO HAVE CLOSETS. NEW PLAN. PROVIDE LAYOUT POSSIBLE CONFLICTS W/ DIMMABLE SWITCHING, EXCEPT REVI c t-w.0 11. 12. 13. )diK DENOTES EMERGENCY LIGHTING F RE, TYP.`LIGHTING LEVEL AT WALKING.„, SURFACE TO BE MIN. 1 FOOT- CANDLE. TE INTO EMERGENCY ELECTRICAL SYSTEM AS PER IBC 2 6 8. ELECTRICAL PROVIDED UNDER SEPARATE PERMIT. LIGHTING SHOWS DESIGN INTENT ONLY. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LEGEND, SWITCHING, EXIT SIGNS, AND EMERGENCY PATHWAY LIGHTING. 9. ALL GWB SOFFITS TO BE PAINTED P 1, U.O.N 10. DIMENSIONS OF LIGHT FIXTURE LOCATIONS ARE TO CENTER OF FIXTURE HEIGHTS NOTED ARE ABOVE FINISHED FLOOR, U.O.N. C DENOTES EXHAUST FAN (50 CFM) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2009 City of Tukwila BUILDING DIVI81f1N RECEIVED CITY OF TUKWILA MAR 13 2009 PERMIT CENTER LEGEND Description LED Tight w/ programmed color change match existing building standard PLAN Remarks/Contact General room lighting Corridor lighting General lighting Accent lighting 2' increments as noted per RCP Utility light Vanity lighting Accent lighting General lighting at Treatment Rooms & Offices (north side of floor) Mounting Height 8' -0" AFF to bottom of fixture 8' -0" AFF to bottom of fixture AFF to bottom of fixture Ceiling mounted Wall -mtd per RCP skB BRIAN COLLINS- FRIEDRICHS STATE OF WASHINGTON 0) 0 0 0 ARCHITECTS 0 c 1' 0 N C N Q co a s- co CO Cr) 05 U) 7007 0 ES N w , 0 z co a) 1 ;; cn co2- 0_ d CO CC REGISTERED ARCHITECT E 0 U N c 0 o 2 U U) d•d'C c1 > ON O : • IT 'aON-p CCI CM m � -,;7_ _ - LO m 4E' 0 Uc CLL1.wU w a, 0) z C ' . c co CD c c_ Q �d'N •, — I -, D AN 0• c E °QO -TN `� w = ,-N cCD00 V N ONN. a. CO r c�n�u-wo -6 m� S,-- �r I O O LL vcS G REFLECTED CEILING PLAN 100D 100E 102 103 104 105 106 3'-0" X 7' -0" 3'-0" X 7'-0" 3' -0" X 7'-0 3' -0" X 7' -0" NOT USED 116 127A 127B 129A 129B 130 131 132 3'-0" X 7' -0" EXIST. DOOR V.I.F. 3' -0" X 7'-0" 3' -0" X 7'-0 3' -0" X 7' -0" 3' -0" X 7'-0 3' -0" X 7' -0" 3' -0" X 7' -0" 3' -0" X 7' -0" 3' -0" X 7' -0" 3' -0" X 7' -0" 4'-6" X 7'-0 3' -0" X 7' -0" 3'-O" X 7' -0" 3' -0" X 7'-0" 3'-0 X 7' -0" 3' -0" X 7'-0 3' -0" X 7'-0 3' -0" X 7'-0 3' -0" X 7' -0" 3'-0" X 7' -0" 6' -0" X 3' -6" 3' -0" X 7' -0" 3'-0" X 7' -0" 3' -0" X 7' -0" EXIST. DOOR V.I.F. 3' -0" X 7'-0 3' -0" X 7' -0" EXIST. DOOR - V.I.F. EXIST. DOOR - V.I.F. EXIST. DOOR V.I.F. B3 X B3 X MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR, MAPLE VNR. MAPLE VNR. MAPLE TO MATCH It G TO MAPLE MA T° k1ATh TO A'L TO A'LE TO A E TO ►A , STEEL REPAINT TO MATCH INTERIOR AP �E TO REPAINT TO MATCH INTERIOR FINI REPAINT TO MATCH INTER B3 X B2 X B2 X MAPLE VNR. I 6 REPAINT TO MA CH INTERIOR FINISH MAPLE VNR. yAP • T0 MAPLE VNR. NISH PROVIDE NEW P NONE YES NONE NONE NONE 20 MIN. 20 MIN. NONE 20 MIN. 20 MIN. OR FINISH IC HARDWARE PANIC HARDWARE STORAGE SERVER ROOM RECEPTION RECEPTION COUNTER IED TO FIRE ALARM B1 B1 B1 MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR. MAPLE VNR, MAPLE VNR. MAPLE VNR. MAPLE VNR. STEEL MAPLE VNR. MAPLE ` VNR. NONE NONE NONE NONE NONE NONE NONE NONE YES YES 20 MIN. 20 MIN. NONE NONE NONE NONE NONE NONE NONE NONE 20 MIN. 20 MIN. .f" v.11/'vv'v`v v�.•v MAGNETIC HOLD OPEN (TIED TO FIRE ALARM) MAGNETIC HOLD OPEN (TIED TO LOUNGE ADA RESTROOM (CLOSER ONLY) OFFICE TREATMENT OFFICE TREATMENT TREATMENT OFFICE TREATMENT OFFICE OFFICE DAY ROOM DAY ROOM (180 SWING AT BOTH DOORS) ELECTRICAL ROOM (REVERSE EXIST'G SWING) FACILITIES MGMT FACILITIES MGMT MECHANICAL ROOM RESTROOM RESTROOM EXIT TO STAIR 10 ROLL -UP COUNTER DOOR SURFACE -MTD GALVANIZED STEEL GUIDE RAILS SILL LOCK TIE INTO FIRE ALARM SYSTEM AS REQUIRED YVe'ed +0 a dd 4M•Y' k a ,Y 4.sc al4$ 0 in `hack v e, c.00 r av'd Co "0A r 'ro wAattt WALL OPENING WIDTH (6' -0") AUTOMATIC CLOSURE MECHANISM - DRIVE END _ T.O. FIN. FLR. _ _ DOOR ASSEMBLY WIDTH AIE �P tJi pSTA�1ARD)TION '640' SERIES L ACE M JN W/STEEL GUIDES FRAME MATERIAL GLAZING TYPE SILL HEIGHT HEADER HEIGHT DETAIL DOOR SCHEDULE MARK 1ST ` FLOOR 100A 100E 100C DOOR SIZE W X H 3' -0" X 7' -0" 3' -0" X 7' -0" 3'-0 X 7' -0" TRANSOM JAMB/HEAD /SILL 3 1' -0" OFFICE DOOR TYPE DOOR MATERIAL B1 MAPLE VNR. B1 MAPLE VNR. B1 MAPLE VNR. MATCH DOOR FRAME FRAME TYPE HARDWARE GROUP CLOSER & SMOKE SEALS RATING REMARKS YES 20 MIN. MAGNETIC HOLD OPEN (TIED TO FIRE ALARM) YES 20 MIN. MAGNETIC HOLD OPEN ''(TIED TO FIRE ALARM) YES 20 MIN. MAGNETIC HOLD OPEN (TIED TO FIRE ALARM) 1' -0" DOOR JAMB OFFICE DOOR JAMB /HD. SIM. OFFICE DOOR TYPE ELEVATIONS NOTES DOOR GENERAL NOTES 1. ALL SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS, U.O.N. 2 ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDELINES. 3. ALL PASSENGER ELEVATOR DOORS TO BE PAINTED PER FINISH SCHEDULE. DOOR HARDWARE NOTES PASSAGE PASSAGE LEVER SET 112 PAIR HEAVY DUTY BALL BEARING HINGES WALL STOPS CLOSER SEALS (AT ALL TREATMENT ROOMS) OFFICE OFFICE LOCKSET 112 PAIR HEAVY DUTY BALL BEARING HINGES WALL STOP OR FLOOR STOP SILENCERS PASSAGE - 20 MIN RATED PASSAGE LEVER SET 112 PAIR HEAVY DUTY BALL BEARING HINGES MAGNETIC HOLD OPEN TIED INTO FIRE ALARM SYSTEM CLOSER SEALS LOCKING /EGRESS FUNCTION 20 MIN RATED LOCKING FROM RATED FREE EGRESS ALWAYS MAGNETIC HOLD OPEN 112 PAIR HEAVY DUTY CLOSER SEALS A EXISTING 2 V4" OR MATCH EXISTING CORRIDOR SIDE FROM NON RATED SIDE TIED INTO FIRE ALARM SYSTEM BALL BEARING HINGES SQUARE HOOD PUSH PLATE KICK PLATE AIN GRADE MAPLE VENEER LIW ME TO MATCH SILO B1 A DO pR & FRAME Pa (� MATCH WALL) HOOD CURL SECURITY SERVER ROOM LEVER LOCKSET W/CYPHER KEYPAD FREE EGRESS FROM INTERIOR ALWAYS 112 PAIR HEAVY DUTY BALL BEARING HINGES CLOSER STORAGE LEVER LOCKSET 112 PAIR HEAVY DUTY BALL BEARING HINGES WALL STOP PASSAGE (PAIRED) - 20 MIN RATED PASSAGE LEVER SET 112 PAIR HEAVY DUTY BALL BEARING HINGES MAGNETIC HOLD OPEN TIED INTO FIRE ALARM SYSTEM CLOSER SEALS WALL STOP RESTROOM - 20 MIN RATED PUSH PLATE /PULL HANDLE 112 PAIR HEAVY DUTY BALL BEARING HINGES CLOSER SEALS WALL STOP KICK PLATE UPSET INSIDE FACE -OF -WALL MOUNTED RIGHT HAND OPERATION SHOWN, LEFT HAND OPPOSITE SERIES '640' OCRF640 ROLL UP DOOR HEADER 1/2 1' -0" OUTSIDE ROOM INSIDE ROOM CURTAIN ADA PULL RESTROOM 1/2" =1' -0" PRIVACY LOCKSET 112 PAIR HEAVY DUTY BALL BEARING HINGES CLOSER SEALS WALL STOP KICK PLATE ROLL UP DOOR JAMB ACTIVE PASSIVE (OUTSIDE ROOM) b A IN p GRADE MAPLE VENEER C� F ME TO MATCH HEADPLATE BEYOND ANSOM. TYPE ELEVATION T.O. FIN. FLR. 4' -0" TRANSOM GLASS DOOR REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2009 RECEIVED CITY OF TUKWILA MAR 1 3 2009 PERMIT CENTER BRIAN COLLINS- FRIEDRICHS STATE OF WASHINGTON DOOR SCHED. NOTES & ELEVS 1 1/2 1' -0" 25" U.O.N. PER PLAN ` NOTE: PROVIDE BUILDING STANDARD HARDWARE ARCHITECT TO SELECT DOOR AND DRAWER KNOBS FROM STANDARDS TYPICAL LOWER CABINET 4" SPLASH TO MATCH COUNTER, TYP. PLAM ON 3/4" SUBSTRATE W/SELF EDGE DRAWER WHERE SHOWN IN ELEVATIONS PROVIDE HEAVY DUTY, FULL EXTEN- SION GUIDES PLAM ON 3/4" SUBSTRATE: REFER TO INT. ELEVATIONS 12" SUBSTRATE BACK MELAMINE INTERIOR BRACKET HOLES AT 2" O.C. VERTICALLY 3/4" SHELF MELAMINE ALL SURFACES SIDES AND BOTTOM: MELAMINE ON 3/4" SUBSTRATE F.F. 1 1/2" =1'- 25" 2 12." NOTE: PROVIDE BUILDING STANDARD HARDWARE - ARCHITECT TO SELECT DOOR AND DRAWER KNOBS FROM STANDARDS LOWER CABINET W /DRAWERS 4" SPLASH TO MATCH COUNTER, TYP. PL -3 ON 3/4" SUBSTRATE W/SELF EDGE DRAWERS ON HEAVY DUTY, FULL EXTENSION GUIDES, TYP. P -LAM ON 3/4" SUBSTRATE: REFER TO INT. ELEVATIONS 12" SUBSTRATE BACK MELAMINE INTERIOR SIDES AND BOTTOM: MELAMINE ON 3/4 SUBSTRATE F.F. �_ – T E _ 1 25" U.O.N. 17" .s F.F 10 ■ NOTE: PROVIDE BUILDING STANDARD HARDWARE - ARCHITECT TO SELECT DOOR AND DRAWER KNOBS FROM STANDARDS LOWER CABINET @ SINK 3 1 1/2" =1'-0" SPLASH TO MATCH COUNTER; MATCH HT. OF ADJACENT SPLASH P -LAM ON 3/4" SUBSTRATE, W/SELF EDGE ADA COMPLIANT SINK AND FAUCET. PROVIDE PROTECTIVE HEAT WRAP AT WASTE LINE MINIMUM ADA CLEAR SPACE REQUIREMENT (HATCHED). PAINTED SHT. MET., SCREW TO B.O. DOOR, COLOR TO MATCH ADJACENT BASE \7' / 1'-0" CLR. C ta- 1/4" SUBSTRATE BACK P -LAM ON 3/4" SUBSTRATE BRACKET HOLES AT 2" 0.C. VERTICALLY MELAMINE ON 3/4" SUBSTRATE @ ALL INTERIOR SURFACES: UNDER CABINET LIGHT FIXTURE AS SCHEDULED TYPICAL CLOSED UPPER CABINET CONT. SHEET METAL ANGLE NOTE: ALL GWB JOINTS TO BE FIRE -TAPED TRANSACTION COUNTER 1 1/2" OVERHEAD ROLLING DOOR PER SCHEDULE P -LAM W/SELF EDGE ON FIRE- RETARDENT 3/4" PLYWOOD SUBSTRATE P -LAM W/SELF EDGE ON 12" FIRE RETARDENT SOLID WOOD 2X4 BLOCKING 5 TYPE 'X' GWB P -LAM W/SELF EDGE WORK SURFACE STUD WALL PER `Y PLAN W'5 TYPE 'X' GWB EA. SIDE OPEN STEEL ANGLE BRACKET P -LAM UPPER CABINETS (PL -3) P -LAM COUNTER TOP (PL -2) P -LAM LOWER CABINETS (PL -2) t REF LOUNGE 109 NORTH 11 1/4" =1' -0 4 A7.2 �A7.2 2' -4" DW ADA SINK 2' -0" 3' -0" CLR. \ / — 2' -5" °Q 1 P -LAM UPPER CABINETS (PL -3) P -LAM COUNTER TOP (PL -1) P -LAM LOWER CABINETS (PL -1) COPY 108 1/4" SOUTH TACK SURFACE (TS-1) P -LAM COUNTER TOP (PL 3) P -LAM LOWER CABINETS (PL-2) 1/4" =1' -0 DAY ROOM 126 -: WEST 6 GV REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKVVILA MAR 1 3 2009 PERMIT CENTER skB U m 0 0 a� c .0 z ARCHITECTS 007 BRIAN COLLINS - FRIEDRICHS STATE OF WASHINGTON N C LL1 U CO S rn 0 05 c) 0 C REGISTERED ARCHITECT CASEWORK DETAILS INTERIOR ELEV. Pattison Genera PERMIT SET Date: JANUARY 30, 2009 Project Management: General Contractor Project No. 0614 PLAN REVISIONS - _G Lt1i . - • I 1 II �I� \, ` \I r r 0 0 r Z C) 0 0, 0 0 o 0 / r 1 , EQ I A7.21 EQ EQ , EQ 7.2 EQ 1 1/2 1' -0" 25" U.O.N. PER PLAN ` NOTE: PROVIDE BUILDING STANDARD HARDWARE ARCHITECT TO SELECT DOOR AND DRAWER KNOBS FROM STANDARDS TYPICAL LOWER CABINET 4" SPLASH TO MATCH COUNTER, TYP. PLAM ON 3/4" SUBSTRATE W/SELF EDGE DRAWER WHERE SHOWN IN ELEVATIONS PROVIDE HEAVY DUTY, FULL EXTEN- SION GUIDES PLAM ON 3/4" SUBSTRATE: REFER TO INT. ELEVATIONS 12" SUBSTRATE BACK MELAMINE INTERIOR BRACKET HOLES AT 2" O.C. VERTICALLY 3/4" SHELF MELAMINE ALL SURFACES SIDES AND BOTTOM: MELAMINE ON 3/4" SUBSTRATE F.F. 1 1/2" =1'- 25" 2 12." NOTE: PROVIDE BUILDING STANDARD HARDWARE - ARCHITECT TO SELECT DOOR AND DRAWER KNOBS FROM STANDARDS LOWER CABINET W /DRAWERS 4" SPLASH TO MATCH COUNTER, TYP. PL -3 ON 3/4" SUBSTRATE W/SELF EDGE DRAWERS ON HEAVY DUTY, FULL EXTENSION GUIDES, TYP. P -LAM ON 3/4" SUBSTRATE: REFER TO INT. ELEVATIONS 12" SUBSTRATE BACK MELAMINE INTERIOR SIDES AND BOTTOM: MELAMINE ON 3/4 SUBSTRATE F.F. �_ – T E _ 1 25" U.O.N. 17" .s F.F 10 ■ NOTE: PROVIDE BUILDING STANDARD HARDWARE - ARCHITECT TO SELECT DOOR AND DRAWER KNOBS FROM STANDARDS LOWER CABINET @ SINK 3 1 1/2" =1'-0" SPLASH TO MATCH COUNTER; MATCH HT. OF ADJACENT SPLASH P -LAM ON 3/4" SUBSTRATE, W/SELF EDGE ADA COMPLIANT SINK AND FAUCET. PROVIDE PROTECTIVE HEAT WRAP AT WASTE LINE MINIMUM ADA CLEAR SPACE REQUIREMENT (HATCHED). PAINTED SHT. MET., SCREW TO B.O. DOOR, COLOR TO MATCH ADJACENT BASE \7' / 1'-0" CLR. C ta- 1/4" SUBSTRATE BACK P -LAM ON 3/4" SUBSTRATE BRACKET HOLES AT 2" 0.C. VERTICALLY MELAMINE ON 3/4" SUBSTRATE @ ALL INTERIOR SURFACES: UNDER CABINET LIGHT FIXTURE AS SCHEDULED TYPICAL CLOSED UPPER CABINET CONT. SHEET METAL ANGLE NOTE: ALL GWB JOINTS TO BE FIRE -TAPED TRANSACTION COUNTER 1 1/2" OVERHEAD ROLLING DOOR PER SCHEDULE P -LAM W/SELF EDGE ON FIRE- RETARDENT 3/4" PLYWOOD SUBSTRATE P -LAM W/SELF EDGE ON 12" FIRE RETARDENT SOLID WOOD 2X4 BLOCKING 5 TYPE 'X' GWB P -LAM W/SELF EDGE WORK SURFACE STUD WALL PER `Y PLAN W'5 TYPE 'X' GWB EA. SIDE OPEN STEEL ANGLE BRACKET P -LAM UPPER CABINETS (PL -3) P -LAM COUNTER TOP (PL -2) P -LAM LOWER CABINETS (PL -2) t REF LOUNGE 109 NORTH 11 1/4" =1' -0 4 A7.2 �A7.2 2' -4" DW ADA SINK 2' -0" 3' -0" CLR. \ / — 2' -5" °Q 1 P -LAM UPPER CABINETS (PL -3) P -LAM COUNTER TOP (PL -1) P -LAM LOWER CABINETS (PL -1) COPY 108 1/4" SOUTH TACK SURFACE (TS-1) P -LAM COUNTER TOP (PL 3) P -LAM LOWER CABINETS (PL-2) 1/4" =1' -0 DAY ROOM 126 -: WEST 6 GV REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKVVILA MAR 1 3 2009 PERMIT CENTER skB U m 0 0 a� c .0 z ARCHITECTS 007 BRIAN COLLINS - FRIEDRICHS STATE OF WASHINGTON N C LL1 U CO S rn 0 05 c) 0 C REGISTERED ARCHITECT CASEWORK DETAILS INTERIOR ELEV. Pattison Genera PERMIT SET Date: JANUARY 30, 2009 Project Management: General Contractor Project No. 0614 PLAN REVISIONS '/ • Lt1i IIMINIVIIMINIMINIIMIN RINI /1\, \, ` \I I PR \' I 1 , EQ I A7.21 EQ EQ , EQ 7.2 EQ 1 1/2 1' -0" 25" U.O.N. PER PLAN ` NOTE: PROVIDE BUILDING STANDARD HARDWARE ARCHITECT TO SELECT DOOR AND DRAWER KNOBS FROM STANDARDS TYPICAL LOWER CABINET 4" SPLASH TO MATCH COUNTER, TYP. PLAM ON 3/4" SUBSTRATE W/SELF EDGE DRAWER WHERE SHOWN IN ELEVATIONS PROVIDE HEAVY DUTY, FULL EXTEN- SION GUIDES PLAM ON 3/4" SUBSTRATE: REFER TO INT. ELEVATIONS 12" SUBSTRATE BACK MELAMINE INTERIOR BRACKET HOLES AT 2" O.C. VERTICALLY 3/4" SHELF MELAMINE ALL SURFACES SIDES AND BOTTOM: MELAMINE ON 3/4" SUBSTRATE F.F. 1 1/2" =1'- 25" 2 12." NOTE: PROVIDE BUILDING STANDARD HARDWARE - ARCHITECT TO SELECT DOOR AND DRAWER KNOBS FROM STANDARDS LOWER CABINET W /DRAWERS 4" SPLASH TO MATCH COUNTER, TYP. PL -3 ON 3/4" SUBSTRATE W/SELF EDGE DRAWERS ON HEAVY DUTY, FULL EXTENSION GUIDES, TYP. P -LAM ON 3/4" SUBSTRATE: REFER TO INT. ELEVATIONS 12" SUBSTRATE BACK MELAMINE INTERIOR SIDES AND BOTTOM: MELAMINE ON 3/4 SUBSTRATE F.F. �_ – T E _ 1 25" U.O.N. 17" .s F.F 10 ■ NOTE: PROVIDE BUILDING STANDARD HARDWARE - ARCHITECT TO SELECT DOOR AND DRAWER KNOBS FROM STANDARDS LOWER CABINET @ SINK 3 1 1/2" =1'-0" SPLASH TO MATCH COUNTER; MATCH HT. OF ADJACENT SPLASH P -LAM ON 3/4" SUBSTRATE, W/SELF EDGE ADA COMPLIANT SINK AND FAUCET. PROVIDE PROTECTIVE HEAT WRAP AT WASTE LINE MINIMUM ADA CLEAR SPACE REQUIREMENT (HATCHED). PAINTED SHT. MET., SCREW TO B.O. DOOR, COLOR TO MATCH ADJACENT BASE \7' / 1'-0" CLR. C ta- 1/4" SUBSTRATE BACK P -LAM ON 3/4" SUBSTRATE BRACKET HOLES AT 2" 0.C. VERTICALLY MELAMINE ON 3/4" SUBSTRATE @ ALL INTERIOR SURFACES: UNDER CABINET LIGHT FIXTURE AS SCHEDULED TYPICAL CLOSED UPPER CABINET CONT. SHEET METAL ANGLE NOTE: ALL GWB JOINTS TO BE FIRE -TAPED TRANSACTION COUNTER 1 1/2" OVERHEAD ROLLING DOOR PER SCHEDULE P -LAM W/SELF EDGE ON FIRE- RETARDENT 3/4" PLYWOOD SUBSTRATE P -LAM W/SELF EDGE ON 12" FIRE RETARDENT SOLID WOOD 2X4 BLOCKING 5 TYPE 'X' GWB P -LAM W/SELF EDGE WORK SURFACE STUD WALL PER `Y PLAN W'5 TYPE 'X' GWB EA. SIDE OPEN STEEL ANGLE BRACKET P -LAM UPPER CABINETS (PL -3) P -LAM COUNTER TOP (PL -2) P -LAM LOWER CABINETS (PL -2) t REF LOUNGE 109 NORTH 11 1/4" =1' -0 4 A7.2 �A7.2 2' -4" DW ADA SINK 2' -0" 3' -0" CLR. \ / — 2' -5" °Q 1 P -LAM UPPER CABINETS (PL -3) P -LAM COUNTER TOP (PL -1) P -LAM LOWER CABINETS (PL -1) COPY 108 1/4" SOUTH TACK SURFACE (TS-1) P -LAM COUNTER TOP (PL 3) P -LAM LOWER CABINETS (PL-2) 1/4" =1' -0 DAY ROOM 126 -: WEST 6 GV REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKVVILA MAR 1 3 2009 PERMIT CENTER skB U m 0 0 a� c .0 z ARCHITECTS 007 BRIAN COLLINS - FRIEDRICHS STATE OF WASHINGTON N C LL1 U CO S rn 0 05 c) 0 C REGISTERED ARCHITECT CASEWORK DETAILS INTERIOR ELEV. Pattison Genera PERMIT SET Date: JANUARY 30, 2009 Project Management: General Contractor Project No. 0614 PLAN REVISIONS PARALLEL TO WOOD FLOOR STRUCTURE GA #FC 5408 ASSEMBLY (SIM,) EXISTING TJI FLOOR STRUCTURE DEEP -LEG DEFLECTION TRACK, TYP. ATTACH W/(3) #10 SHORT SCREWS @ 24" O.C. BLOCKING AS REQ'D EXIST'G 58" GWB @ BOTTOM OF FLOOR 58" TYPE 'X' GWB FULL BATT INSUL, PER KEY EXISTING TJI BEYOND W/WEB ` STIFFENER @ EA. JOIST. ATTACH W/(4) #8 BOX NAILS AS REQ'D DEEP -LEG DEFLECTION TRACK, TYP, ATTACH TO EA. TJI W/ (3) #10 SCREWS EXIST'G 58 GWB ` @ BOTTOM 58" TYPE 'X' GWB SEALENT TO MTL. 'J' BEAD @ FULL BATT INSUL. PER KEY P E R P. TO WOOD FLOOR STRUCTURE GA #FC 5408 ASSEMBLY (SIM) ' 1 1/2" =1' -0 39 "-41" 1 -HR RATED PARTITION ATTACHMENT NOTE: FLUSH VALVE TO WIDE SIDE OF STALL 1/4" = -0" COMBINATION RECESSED DISPENSER UNIT SANITARY NAPKIN DPR, WALL COVERING PER IBC 1210.2 SEE FINISH PLAN SEE PLAN FOR T.P.D. LOCATION T.P.D. DRINKING COAT SEAT COVER TOILET PAPER FOUNTAIN HOOK DISPENSOR DISPENSOR MIRROR FAUCET PER WAC51 -40, 1106.7.5, INSULATE OR COVER PER WAC 11-40, 1106.7.4. REFER �- TO PLUMBING SPECS MOUNTING HEIGHTS EXISTING GWB AT BOTTOM OF STRUCTURE TOILET ROOM DIMENSIONS DEEP LEG TRACK CONT. @ HEAD 58" TYPE 'X' GWB SLIP CONNECTION ASSEMBLY TO TOP TRACK. ATTACH 58" TYPE 'X' GWB TO VERT. STUDS ONLY EA. SIDE BOTTOM TRACK SET WITH FOAM TAPE FIRE SEALANT AT PERIMETER AND AT ALL PENETRATIONS POWER FASTENER AT 24" O.C. WITH 100 # PULLOUT MIN. 24" ''12" , 16 " - -18' 60" MIN. CLR. TYPICAL ACCESSIBLE STALL LAVATORY RECESSED PAPER SURFACE MNT'D. TOWEL DESPENSOR PAPER TOWEL WASTE RECEPTACLE DISPENSER , 18" MIN. TO ADJ. WALL URINAL TOILET ROOM FIXTURE ACCESSORIES (2) 1000 S162 -43 2' WALL -MTD LAV APPROACH 3'-0" 30" STUD WALL PER PLAN W'58" TYPE 'X' GWB EA, SIDE. FIRE TAPE ALL JOINTS, TYP. SEAL HOOD CURL ROLLING COUNTER DOOR (90 MINUTE- RATED) HOOD 18" NEW DRINKING FOUNTAIN ENLARGED ADA RESTROOM PLAN CONT. GRAB BAR PER ELEVATIONS (2) LAYERS 58" TYPE 'X' GWB ALL JOINTS FIRE TAPED, TYP, SHEAR NAILING TO MATCH EXISTING 1 -HR RATED CORRIDOR NEW PERFORATED STEEL PLATE RISER. SEE 13/A9.1 NEW GUARDRAIL AND HANDRAILS THROUGHOUT EXTEND GUARDRAIL TO WALL & RETURN HANDRAIL TO VERT. SUPPORT (@ 3RD FLOOR) SHEARWALL PARTITION@ 1 1/2" = 1' -0 EXISTING PRE- CAST CONCRETE STAIR TREAD V4" THK X 6 12" HIGH x FULL WIDTH OF TREAD PERFORATED STEEL PLATE RISER ATTACHED TO BACK OF STAIR TREAD. PAINTED FINISH, TYP. EXISTING TS STRINGER EXISTING CONCRETE LANDING AND STAIR TREADS TO REMAIN STAIR - SECTION DETAIL TYPICAL PARTITION ATTACHMENT NOTES NESTED TRACK OR SLOTTED TRACK TO ALLOW 12" DEFLECTION. CUT STUDS 12" SHORT TO ALLOW 12 DEFLECTION. HOLD FINISH MATERIALS 12" SHORT OF TOP TRACK. DO NOT FASTEN TO TOP TRACK. FASTEN INTO STUDS ONLY. APPLY ACOUSTIC SEALANT (WHERE IT OCCURS) TO FIREPROOFING (WHERE IT OCCURS) OR TO B.O. STRUCTURE. ANCHOR TOP TRACK TO EXISTING JOISTS PER DETAILS. SCREWS SHALL NOT PENETRATE ROOF INSULATION. GENERAL CONTRACTOR TO VERIFY TOP OF WALL CONNECTION TO UNDERSIDE OF WOOD DECK WITH FIELD TENANT COORDINATOR PRIOR TO INSTALLATION. EXISTING 2X FLOOR FRAMING EXISTING GLU -LAM BEAM 58" TYPE 'X' OVER 38" PLYWOOD ON 2X4 FRAMING TO MATCH EXISTING CORRIDOR NEW GUARDRAIL AND HANDRAILS THROUGHOUT EXISTING CONCRETE LANDING AND STAIR TREADS TO REMAIN NEW PERFORATED STEEL PLATE RISER. SEE 13fA9.1 HANDRAIL: 1 1/4" - 112" DIA. W/MIN.112" CLEAR TO WALL OR GUARDRAIL. STUD SIZE: STUD: SIDE 1 MATERIAL: SIDE 2 MATERIAL: STUD SIZE: STUD GAUGE: SIDE 1 MATERIAL: SIDE 2 MATERIAL: STUD SIZE: STUD GAUGE: SIDE 1 MATERIAL: SIDE 2 MATERIAL: NOTE: EXIT TO BLDG EXTERIOR DESIGNATES STUD SIZE -.. DIFFERENT FROM THAT SPECIFIED INDICATES NO BATT INSULATION PARTITION TYPE (SHEAR WALL) (1 HOUR FIRE RATED) 1 1:716 , 4111k alb. /Ilk Ai, 41111. OTE: RATED WALLS TO CONFORM TO GA #WP 3330 (SIM) FIRE RETARDENT WOOD, TYP. @ NEW STRUCTURAL FRAMING MATCH EXISTING SHEAR NAILING PARTITION TYPE (T0 UNDERSIDE STRUCTURE) NOTE: WR GWB AT ADA RESTROOM PARTITION TYPE (FURRING) 2X4 (MATCH EXIST'G) STRUCTURAL WOOD (1' 58" TYPE 'X' GWB OVER 38" PLYWOOD (1) 5'8" TYPE 'X' GWB OVER 3 PLYWOOD (1) LAYER 58" GWB (1) LAYER 5 GWB (1) LAYER 58" GWB EXISTING STUD SIZE VARIANTS 2 12 ": STANDARD HC HAT CHANNEL 3 3 5'8" MTL. STUD 4 4" MTL. STUD 6 6" MTL. STUD 8 8" MTL. STUD 1ST FLOOR RETURN HANDRAIL TO VERT. SUPPORT GENERAL PARTITION NOTES 3. FOR PARTITIONS EXTENDING TO CEILING OR ABOVE, PROVIDE BRACING ABOVE CEILING AS REQUIRED TO LIMIT DEFLECTION TO SPECIFIED ALLOWANCES. 4. ALL WALLS TO BE FRAMED TO UNDERSIDE OF EXISTING 1. METAL STUDS TO BE 20 GA. @ 24" 0.C. UNLESS OTHERWISE NOT 2. PARTITION TYPES ARE ASSUMED TO END AT INTERSECTING WAL WHERE RATED PARTITIONS INTERSECT NON -RATED PARTITIONS THE RATED PARTITION IS ASSUMED TO CONTINUE UNINTERRUPTE 2X WOOD FRAMING TO MATCH EXIST'G ACOUSTIC INSULATION UNDERSIDE OF STRUCTURE METAL TOP TRACK GWB ACOUSTIC INSULATION AS INDICATED METAL STUDS STRUCTURE ABOVE ADJACENT EXIST'G SURFACE METAL TOP TRACK METAL STUDS CONTINUOUS GUARDRAIL 1 -12" x 1 -12" STEEL TUBE VERTICAL (MAX SPACING 3'-0" O.C.) AND TOP RAIL 38 "x38" STEEL TUBE MAX. 4" 0.0. SPACING CONTINUOUS HANDRAIL ON INSIDE PATH T.O. GUARDRAIL +42" MIN. C.O. HANDRAIL +36" HANDRAIL RETURN TO VERTICAL @ 1ST FLOOR 1/2" =1' -0" 112 MIN. CLR. PARTITION TYPE (1 UNDERSIDE STRUCTURE) STUD SIZE: STUD GAUGE: SIDE 1 MATERIAL: SIDE 2 MATERIAL: 3 " NOTE: WR GWB AT ADA RESTROOM PARTITION TYPE (1 HOUR ARE RATED) STUD SIZE: STUD GAUGE: SIDE 1 MATERIAL: SIDE 2 MATERIAL: FIRE RATING: NOTE: RATED WALLS TO CONFORM TO UL DESIGN U419 OR U465 /GA #WP 1081 ** DESIGNATION INDICATES NEW TYPE 5 'X' GWB @ BOTH SIDES OF EXIST'G WALL, TYP. WHERE APPLICABLE PARTITION TYPE (FURRING @ PLUMB'G WALL) STUD SIZE: STUD GAUGE: SIDE 1 MATERIAL: SIDE 2 MATERIAL: ELEVATIO (1) LAYER 58" GWB (2) LAYERS 58" GWB EXISTING NOTE: WR GWB AT ADA RESTROOM SIM. TO TOP EXIST'G LANDING FLOOR STRUCTURE, UON. (1) LAYER 58" GWB REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2009 5. FILL ALL WALL CAVITIES W/BATT INSUL. U.O.N. 5. WATER- RESISTANT GWB AT ALL RESTROOM INTERIOR WALLS, TYP. STEEL NOTES: ALL WELDS GROUND SMOOTH ALL EDGES TO HAVE SMOOTH FINISH W/MIN.1 RADIUS EDGE. UNDERSIDE • OF STRUCTURE METAL TOP TRACK GWB ACOUSTIC INSULATION AS INDICATED METAL STUDS STRUCTURE ABOVE ACOUSTIC INSULATION AS INDICATED METAL STUDS TYPE LAYER P GWB STRUCTURE ABOVE ADJACENT EXIST'G SURFACE METAL TOP TRACK GWB METAL STUDS 38" X 6" X 9" STEEL PLATE W'(4)12" DIA. TRHU BOLTS @ GUARDRAIL VERTICAL 212 "X2 12" XV4" X2" STEEL ANGLE EA. SIDE OF VERITCAL W/ V4" EXP. ANCHOR 3 "X3 "XV4" STEEL ANGLE WELDED TO EXIST'G STRINGER EXISTING TUBE STEEL STRINGER RECEIVED CITY OF TUKWILA MAR 1`3 2009 PERMIT CENTER ARCHITECTS 7007 REGISTERED ARCHITECT BRIAN COLLINS- FRIEDRICHS STATE OF WASHINGTON 0 U 0 2 a co cc 0) 0 N 0 z a w 0) m 0 L N o w C) U C o v z �� 0 C \I CL < > te � (4) as T- 0 ) ` i- � 3 co:E N a) 'a d a c 1 c/a)) c0cC a_wO 1- m L... �T I O _o LL o c) 0 CO — af U). Z6I a a = O O : :c Q,LLWU WALL TYPES. INTERIOR DETAILS