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HomeMy WebLinkAboutPermit D15-0112 - WASHINGTON SCHOOLS RISK MANAGEMENT POOL - TENANT IMPROVEMENTWASHINGTON SCHOOLS RISK MGMT POOL 320 ANDOVER PARK E 280 D15-0112 City of Tukwila • "' Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 0223200060 Permit Number: D15-0112 Address: 320 ANDOVER PARK E 280 Issue Date: 8/20/2015 Permit Expires On: 2/16/2016 Project Name: WASHINGTON SCHOOLS RISK MNGT P Owner: Name: WA CITIES INSURANCE AUTHOR[ Address: 14900 INTERURBAN AVE S #130 C/O 1SH PROPERTIES INC, SEATTLE, WA, 98168 Contact Person: Name: LEE DRIFTMIER Address: 7983 LEARY WAY NE, REDMOND, WA, 98052 Contractor: Name: NORTHERN PACIFC CONSTRUCTION Address: PO BOX 6247, BELLEVUE, WA, 98007 License No: NORTHPC857C4 Lender: Name: WASHINGTON CITIES INSURANCE AU Address: 320 ANDOVER PARK E , TUKWILA, WA, 98188 DESCRIPTION OF WORK: Phone: (425) 881-7506 Phone: (425) 652-0553 Expiration Date: 2/24/2017 TENANT IMPROVEMENT WITH NO SITE WORK OR EXTERIOR BUILDING WORK. EXISTING TENANT IS TAKING OVER (2) ADDITIONAL TENANT SPACES. WORK INCLUDES DEMOLITION OF INTERIOR WALLS AND FINISHES. NEW WALLS AND FINISHES WILL BE CONSTRUCTED. HVAC COMPONENTS WILL BE RELOCATED AND ALTERED. A KITCHETTE WILL BE REPLACED AND ONE WILL BE RELOCATED. LIGHT FIXTURES WILL BE RELOCATED BUT NO NEW LIGHTS INSTALLED. Project Valuation: $150,000.00 Fees Collected: $3,296.72 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: W Dater I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signa Print ture: � l�fi�1� ( Date: 4t4, 2-61T Name: nuze�t,. This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 23: 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, 5.4) 1: 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) 2: 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) 3: 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, 7.2, 7.3) 4: 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) 5: 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) 6: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 7: 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 1008.1.9.1) 8: 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) 9: 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 1011.6) 10: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 11: 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 1011.6.3) 12: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 16: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: 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 #2437) 17: 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 #2437) (IFC 901.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 21: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 22: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 26: 'BUILDING PERMIT CONDITIONS' 27: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 28: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 33: 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. 34: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 35: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 37: 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. 38: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. ��^ — ) 11.2 —V- ��---r,r— Project No. Date Application Accepted: Date Application Expires: For o tce use only) CONSTRUCTION PERMIT APPLICATION 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.: 022320-0060 Site Address: 320 Andover Park E, Tukwila, WA 98188 Suite Number: 280 Floor: 2nd Tenant Name: Washington Schools Risk Management Pool New Tenant: ❑ .....Yes m ..No PROPERTY OWNER Name: Washington Cities Insurance Authority Address: PO Box 88030 City: Tukwila State: WA Zip: 98138 CONTACT PERSON — person receiving all project communication Name: Lee Driftmier Address: 7983 Leary Way NE City: Redmond State: WA Zip: 98052 Phone: (425) 881-7506 Fax: (425) 881-7306 Email: lee@driftmier.com GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: The Driftmier Architects, P.S. Architect Name: Rick Driftmier Address: 7983 Leary Way NE City: Redmond State: WA Zip: 98052 Phone: (425) 881-7506 Fax: (425) 881-7306 Email: rick@driftmier.com ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: hj C1� S �15Ntalllt >h t� Address: 3 zol WDICC qa(� rCity: �L �,l 0. State: 1. t Zip: q0 ) 8f6 H:\Applicalions\Fmms-Applicatiom On Line\2011 Applications\Pe rnit Application Revised - 8.9.1 Ldocx Revised: August 2011 bh Pagel of 4 4 BUILDING PERMIT INFORMATIOIN L 206-431-3670 Valuation of Project (contractor's bid price): $ 150,000 Existing Building Valuation: $ 3,137,400 Describe the scope of work (please provide detailed information): Tenant Improvement with no site work or exterior building work. Existing tenant is taking over 2 additional tenant spaces. Work includes demolition of interior walls and finishes. New walls and finishes will be constructed. HVAC components will be relocated and altered. A kitchenette sink will be replaced and one will be relocated. Light fixtures will be relocated but no new lights installed. Will there be new rack storage? ❑..... Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below ExistingInterior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lat Floor 12,139 0 0 0 VB A, B 2nd Floor 13,937 9,448 0 0 VB A, B Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area 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? El ....... Yes El ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ?k....... Sprinklers 0....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes V1 .......No If `yes', attach list of materials and storage locations on a separate 8-112"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:Mpplications\Fmms-Applications On Une\2011 ApplieationsTermit Application Revised - 8.9-11.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Interior Tenant Improvement Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ . Renton ❑ ...Water Availability Provided Sewer District m ...Tukwila ❑... Valley View ❑ . Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which an ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) [:]...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards [-]...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line []...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ...Sewer Main Extension.............Public ❑ Private El ❑ ... Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Mailing Water Meter Refund/Billing: Name: Mailing Address: ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding D... Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Day Telephone: City State Zip State Zip HAApplicatiomTorms-Applications on Iane\2011 ApplicationsTe mit Application Revised - 8-9.1l.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — 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. 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Date: Z� Print Name: Lee Driftmier Day Telephone: (425) 881-7506 Mailing Address: 7983 Leary Way NE Redmond WA 98052 City state zip H:\Applications\Fonns-Applications On LinA2011 Applications\Pertnit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK QUANTITY PAID $3,296.72 D15-0112 Address: 320 ANDOVER PARK E 280 Apn: 0223200060 $3,296.72 DEVELOPMENT $3,199.89 PERMIT FEE R000.322.100.00.00 0.00 $1,936.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,258.79 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $96.83 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: 1 R000.322.900.04.00 0.00 $96.83 $3,296.72 Date Paid: Wednesday, May 20, 2015 Paid By: THE DRIFTMIER ARCHITECTS Pay Method: CHECK 100391 Printed: Wednesday, May 20, 2015 11:00 AM 1 of 1 I L�SYS7EM5 1'6 INSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 / 15 /\ (` Type tI sPe l Address: ZrJ G ve'tr (w�cit Date Ca{ d: ' "0 Special Instructions: Date Wanted: / a.m. p.m. Phone No: (Inspector:/ / (Date: , / —I �I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. D� �j INSPECTION RECORD Retain a copy with permit ��s`°�C \WPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P oject: Type of Inspection: t Address:[, �l V�el4 QG' Date Calle' � d Special Instructions: �. r DatgWa led-� t 0 a.m. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. am INSPECTION RECORD Retain a copy permit ermit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P�rq' t) -- ff .� '' Type of Inspection: Address: ✓ ���- ate Called: zoo Special Instructions: �� 3 Date ant .— _ ` a.m. m Requester. A ! � c /aC ySL Phone Ko: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: C Cv offil, cl-'o Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cal[ to schedule reinspection. 307 f INSPECTION RECORD f Retain a copy with permit IN"fCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A a 1 %C� ( Type of Ins ectdon: Address: Date Called: Special Instructions: P Date Wanted: /// a.m. 2,— 16 (b p.m. Requester: "'— Phone No: Approved per applicable codes. LJ Corrections required prior to approval. T Inspector: Date !:z REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. X INSPEC T iON RECORD Retain a copy with permit 5 :CT!ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., t#100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PrgW 09A Oct- Type of Ins coon: cot Hf (� GtLY- `2� - A?' e d ver �_ t_ Date Called: Special Instructions:%"1 Tkt d l l( CI) �S'� V `at -F Date Wanted: a.m. f 7 ��� p.m. Requester: I Phone No: 0 Approved per applicable codes. LJ Corrections required prior to approval. (Inspector: y �— IDates� _ 1 7 `f/ I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. / INSPECTION RECORD t 6 Retain a copy with permit K INSINLUJeN N0. PERMIT No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431.3670 Permit Inspection Request Line (206) 438-9350 Project: � pk— *91 TYPe of ins wAddress: Date Culled: Special instructions: W f� '77nr� � f ` a2'�t� Date 'Wan a.m. aj — p.m. Requester: _ jI Phone No: Approved per applicable codes. 1:1 Corrections required prior to approval. T REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1 po l r r IN RON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-935 w J Proje� -i `'l. p(a c)e- TYA+ (spec* n. Address: 2z-3 o ve-v - Patv rt Date Called: Special Instructions: Alt, Date Wanted: a.m. 2 -. (Z-- t 6 p.m. Requester: Phone No. Approved per applicable codes. EI Corrections required prior to approval &14- 5-e inspector: (uate2-P- y (� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedute reinspection. 1491 ro INSPECTION RECORD Retain a copy with permit 0 i0N N0. PERMIT NO. CITY OF TUKWILeA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P{oje'ct: / / f UC110h (� (! 1 �+ T e ofdnsp tion: Address: V e ,//�� �� Date Called: Special I structions: �tr /Vir-�%P p- Ott[W l' Date Wanted: a.m. Z (Q - (6 1 p.m. Requester: Phone No: Approved per applicable codes. EJ Corrections required prior to approval. ►i (Inspector: (Date: -sl' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. N 0 ZA C4--2—,) 1 INSPECTION RECORD I Retain a copy with permit. �f-S-- (t IN SON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr le t: Type of Inspection:, Address: Date Called: Special instructions: vd p- r �` E. � Date Wanted: % a.m. 2-� — l p.m. Requester: Phone No: FlApproved per applicable codes. Corrections required prior to approval. t C3 dq (inspector: t/�°� Iuate:.21W 1 —16 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. X INSPECTION RECORD Retain a copy with permit D� C C N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila: WA 98188 (206) 431 3670 Permit Inspection Request Line (206) 438-9350 Project: inl � �aC - ype of Ins ection: , Late Address: ovt I'�/ qrr'' F . Called:2� Special Instructions: At r W Date Wante a.m. 2_ v _/A p.m. Request r: j Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: S fS r 1 Inspector: Date: —A — f El REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M INSPECTION RECORD Retain a copy with permit ✓�_ � �j� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- Type of Inspection: ��. /�, 4 4 /t /a Address: Date Calle . Special Instructions: Date Wanted: a.m Xp,m.1 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. LJ paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspectiony INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM:T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project Type of Insp ion: Add ss-Q D t Calfed: Special Instructions: Date Wanted: Requester: a.m. p.M. Phone No: Approved per applicable codes. EI Corrections required prior to approval. K REINSPECTION FEE REQUIRED. Prior to next inspection. tee must be paid at 6300 Southcenter Blvd., Suite 100. Cat[ to schedule reinspection. C INSPECTION RECORD _ Retain a copy with permit k—JKSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 proj�t� r ype of Inspection: G �Ma / /r Address: / /�Gv�%/rI' ate Called: tl Special Instructions: Date Wanted: II a.m M. Requester: Phone No: u Approved per applicable codes. corrections required prior to approval. 0 7 (Inspector: —T / _/ IDate 1 > ` / �1—) REINSPECTION FEE REQUIRED. Prior to next inspeo6on, fee nAust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C 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 Permit Inspection Request Line (206) 438-9350 Project:/ / t0i✓ /(� � tpo Type of I tion: f � %� Address: D � 19.Ate Called: Special Instructions: /i. l Date Wanted: m P.M. Requester: Phone No: nApproved per applicable codes. LJ Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. vC INSPECTION RECORD Retain a copy with permit ID15 I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: T e of Inspection: Address: Date Called: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. `—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit )13- o nib INSPEZTioN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspectio s Address: 32e o>,ui Date Call d: Special Instructions: Date Wanted: r� a.m. o — p.m. — Requester: Phone No: IInspector: T � �Date�� ��� `�S°-- ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit Ipt-5 f ( Z INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Project: f Ir TyX�c—((( G'u4 Address: ��,,yy ZO 144 — T5 Date Callid: Special Instructions: c��� J Date WFte4_(i a.m. � p.m. Requester: Phone No: ElApproved per applicable codes. 5vorrections required prior to approval. • i � I v Inspector: Date: g::!� -IS- ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r INSPECTION RECORD i Retain a copy with permit% INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request tine (206) 438-9350 Pro'ect: Type of Inspection: Address: 3 W ��Q�✓ paw Date Called: Special Instructions: SKirf e*;50 Date W m'' e a.m. ' %� p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. • MOM AI _/_ M 9,_ I Ilnspector: (Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD D/_ -, v/ /; gRetain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: - �,� ,v �v _tel is Type .fon: ,Inspecti �� -� ,euV� Address: 2 Contact Person: Suite #: Special Instructions: Phone No.: XApproved per applicable codes. COMMENTS: 1-1 Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD 17/5-- Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 11 Type of Inspection: Address: 0 b4 r-)C Contact Person: Suite #: a .60 Special Instructions: Phone No.: R-Approved per applicable codes. COMMENTS: Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: - Permits: Occupancy Type: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD his - 0 /l �L Retain a copy with permit /5 - .5 _ /.0 l INSPEC.TION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ) ;! s� ,l S Type of Inspection: - � SD , v 4 e- Address: f� P G Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: S (' U,4 C-- t / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /;�/�, Date: ,// �-- I Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. isming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 G INSPECTION RECORD Y Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: Contact Person: Suite #: �Zo Special Instructions: ' Phone No.: Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: " Monitor: Pre -Fire: Permits: Occupancy Type: InspectoF. � fA� S�S Date: I�Z3 0 r I Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Bming Aaaress Attn: Company Name: Address: City: State: Zip: `Word/Inspection Record Form.Doc . 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER UfS- - 0,1 J5"- I 1(.1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �ti.a S� c1�CISC Type of Inspection: --Q—r" Address: 3 a U ' Contact Person: Suite #. ., 9 zz Special Instructions: Phone No.: ©Approved per applicable codes. Corrections required prior to approval. COMMENTS: n — o O Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a,,� r► � �_ Date: %b1� � & Hrs.: l 01, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Com an Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD /S7 - 5- 161 % Retain a copy with permit h) 5- - C90 a I INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: r� � l� T�e f Inspection: v Address: 3 (� Contact Person: Suite #: Special Instructions: Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: -ter G,A •t e -,. ,. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: <�/, <-,� I Date: /v/d � I I �-- I Hrs.: j ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit b 15- - of 1Z- INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: V 1A 5q� o S Type of Inspection: Cow r Address: Contact Person: Suite #: Ape - Special Instructions: Phone No.: Approved per applicable codes. �l Corrections required prior to approval. COMMENTS: - - , r ail op rj <, f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ��_ ¢��reDate: /off/ 9lj ,�- I Hrs.: /y ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 City of Tukwila Jinn Haggerton, Mayor Department of Community Development Jack Pace, Director June 09, 2015 LEE DRIFTMIER 7983 LEARY WAY NE REDMOND, WA 98052 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D15-0112 WASHINGTON SCHOOLS RISK MNGT P - 320 ANDOVER PARK E, STE 280 Dear LEE DRIFTMIER, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Previous memo request was for the short wall hanging from the structure above and show how it is "seismically secured to the structure above independently of the suspended ceiling." This wall shall have a certain amount of weight applied to it to include the framing and drywall. The wall detail shall provide detailed specifications that clearly show the method for fastening to the structure above to support its weight with specifications for type and number of fasteners and stud spacing. Indicate the spacing of the rafters above where this wall is to be attached. Show method of seismic lateral bracing that is independent of the suspended ceiling. Also details shall show the suspended ceiling unattached to that wall. Include dimensions for wall height (bottom of wall to the structure above). Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, Q , Rachelle R pley Permit Technician 6?n0 Snuthrantvr Rmilavnrd RI/it0 #Inn • Talnviln Wnchinotnn 9RIRR • Phnna ?06-d31-467n a Fnr ?n6-d31-g6A5 City o, f ' Tukwila Jim Haggerion, Mayor Department ®f Community Development Jack Pace, Director May 2812015 LEE DRIFTMIER JUN 0 1 2015 7983 LEARY WAY NE REDMOND, WA 98052 DRIFTMIER ARCHITECTS RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0112 WASHINGTON SCHOOLS RISK MNGT P - 320 ANDOVER PARK E, STE 280 Dear LEE DRIFTMIER, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. r • (GENERAL NOTE) O G✓ (`V\ k!Q\ (�JbC,L �� �o�+✓ PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sleets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (if applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Conference room ceiling plan on sheet A2.4 shows a drop walTdown the center of the room. However there are no details for that wall. Provide specific details to show how that wall is constructed and seismically secured to the structure above independently of the suspended ceiling. 2. The alteration of the tenant space shall require a revised egress plan for the revised office configuration. Please provide an egress plan for this tenant that clearly identifies all common paths of egress leading to the exit COOkMischarge. Emergency egress illumination shall he provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Designed egress paths shall be those inspected for egress illumination requirements. (IBC 107.2.3 & Section 1006) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #J00 e Tukwila 141ashington 98.188 o Phone 206-431-3670 e Fax 206-431-3665 If you have any questions, I can be reached at 206-433-7165. Sincerely, A1 le P Y Permit Technician File No. D15-0112 6300 Southcenter Boulevard Suite #100 e Tukwila Washington 98188 e Phone 206-431-3670 ® Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director May 28, 2015 LEE DRIFTMIER 7983 LEARY WAY NE REDMOND, WA 98052 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0112 WASHINGTON SCHOOLS RISK MNGT P - 320 ANDOVER PARK E, STE 280 Dear LEE DRIFTMIER, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Conference room ceiling plan on sheet A2.4 shows a drop wall down the center of the room. However there are no details for that wall. Provide specific details to show how that wall is constructed and seismically secured to the structure above independently of the suspended ceiling. 2. The alteration of the tenant space shall require a revised egress plan for the revised office configuration. Please provide an egress plan for this tenant that clearly identifies all common paths of egress leading to the exit discharge. Emergency egress illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Designed egress paths shall be those inspected for egress illumination requirements. (IBC 107.2.3 & Section 1006) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, Ale�y achel 41A� Permit Technician File No. D15-0112 Joanna Spencer From: Todd Reedy Sent: Tuesday, May 26, 2015 1:14 PM To: Joanna Spencer Subject: RE: TI @ 320 APE D15-0112 Hi Joanna, I am happy to report 320 Andover Park East is current on all backflow preventer installation and testing. Have a good day, Todd From: Joanna Spencer Sent: Tuesday, May 26, 2015 9:08 AM To: Todd Reedy Cc: Bryan Still; Han Kirkland Subject: TI @ 320 APE D15-0112 Good Morning Todd, Are their backflows current? Joanna PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0112 DATE: 07/06/15 PROJECT NAME: WASHINGTON SCHOOLS RISK MGMT POOL SITE ADDRESS: 320 ANDOVER PARK E - SUITE 280 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: AWN& kJ 411t Building Division to Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 07/09/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DATE: DUE DATE: 08/06/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0112 DATE: 06/03/15 PROJECT NAME: WASHINGTON SCHOOLS RISK MGMT SITE ADDRESS: 320 ANDOVER PARK E, STE 280 Original Plan Submittal X Response to Correction Letter # 1 DEPARTMENTS: -16 Building Divirsion r Fire Prevention Revision # before Permit Issued Revision # after Permit Issued ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 06/04/2015 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DUE DATE: 07/02/2015 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 01/ 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0112 DATE: 05/20/15 PROJECT NAME: WASHINGTON SCHOOLS RISK MNGT POOL SITE ADDRESS: 320 ANDOVER PARK E - SUITE 280 X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: utlf , k N1 Building Division &V sC, �1 Revision # before Permit Issued Revision # after Permit Issued P(M kwG 91W Fire Prevention a *, " b+(< Planning Division 19 Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 05/26/15 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/23/15 Approved ❑ Approved with Conditions ❑ Corrections Required 0 (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 � � I City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: httg://www.Tukwi]aWA..-ov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 tO 17 Plan ChecWPermit Number: D 15 -0112 IF ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WASHINGTON SCHOOLS RISK MGMT POOL Project Address: 3 Contact Person: L eer kc tfiMt Phone Number: Summary of Revision: DL�ju-,\ z Z �-1\,A11 DAkt1 fc4�c �u S1�oW Sir �v"r�\ ONStAefa tans 4onr iL,4- "p w4\1 Sheet Number(s): 12 "Cloud" or highlight ad areas of revision including date of revision Received at the City of Tukwila Permit Center by:. x(N Entered in TRAKiT on 4 45 RECEIVED CITY OFT LA JUL 0 6 2015 PERMIT CENTER WAPermit CemeffemplatefformARevlsion Submittal Form.doc Revisal; March 2014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.2ov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 05/29/ 15 Plan Check/Permit Number: D 15 -0112 ❑ 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: WASHINGTON SCHOOLS RISK MGMT POOL Project Address: _320 ANDOVER P Contact Person: E—er- aq-14'A0c Summary of Revision: E, STE 280 Phone Number: 9 7 �-' R P _ 76-/' _ lt�, i i-N At f LJ d� L Sheet Number(s): J*\ U. ( l!T f "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k6k xEntered in TRAKiT on RECEtm CITYOFTUKW IA IJUN 0 2 20151 N:kPcrmit Un1MTemPhuCSXForM%' ReviNinn Submittal Form.dnc PERMIT �����RevistYC March 2014 NORTHERN PACIFIC CONSTRUC'TTON Page 1 of 2 Washington State Department of Labor & Industries Hans: Inicioen.Espaiol Gxitact Search L&I A-Z.Index Help Me Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing NORTHERN PACIFIC CONSTRUCTION Owner or tradesperson Principals COULON, MICHAEL JAMES, PARTNER/MEMBER Doing business as NORTHERN PACIFIC CONSTRUCTION WA UBI No. 603 452 907 Parent company NORTHERN PACIFIC CONST ENT LLC License PO BOX 6247 BELLEVUE, WA 425-652-0553 KING County Business type Limited Liability Company Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................................... Meets current requirements. License specialties GENERAL License no. NORTHPC857C4 Effective — expiration 02/24/2015— 02/24/2017 Bond ................. Lexon Ins Co $12,000.00 Band account no. 9802016 Received by L&I Effective date 02/24/2015 02/11/2015 Expiration date Until Canceled Insurance ......................... . Arch Specialty Ins Co $1,000,000.00 Policy no. AGL-0010691-01 Received by L&I Effective date 03/16/2015 03/23/2015 Expiration date 03/23/2016 Insurance history Savin s 9._. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ........................................ https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603452907&LIC=NORTHPC857C4&SAW= 8/20/2015 ABBREVIATIONS ACOU5. ACOUSTICAL A.D. AREA DRAIN A.F.F. ABOVE FINISHED FLOOR A.H.J. AUTHORITY HAVING JURISDICTION AGGR. AGGREGATE ALUM. ALUMINUM ARCH. ARCHITECTURAL A55. ASBESTOS A5PH. ASPHALT BD. BOARD BLDG, BUILDING BLKG. BLOCKING BM. BEAM B.O. BOTTOM OF BOT. BOTTOM C.B. CATCH BASIN CLG. CEILING CLKG. CAULKING CL. CLOSET CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS C.S. CRAWL SPACE DBL. DOUBLE DTL., DET. DETAIL D.F. DRINKING FOUNTAIN DIA. DIAMETER DIM. DIMENSION DN DOWN DS. DOWNSPOUT DWG. DRAWING EA. EACH E.J. EXPANSION JOINT EL., ELEV. ELEVATION ELECT. ELECTRICAL EMER. EMERGENCY E.P. ELECTRICAL PANELBOARD EQ. EQUAL EQPT. EQUIPMENT (E), E. EXISTING EXIST. EXISTING EXPO. EXPOSED EXT. EXTERIOR E.I.F.S. EXT. IN5UL. FINISH SYSTEM FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F. FINISH FLOOR F.H. FIRE H05E FIN. FINISH FL. FLOOR FLASH. FLASHING FLUOR. FLUORESCENT F.O. FACE OF F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.I.C. FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR F.0.1.0. FURNISHED BY OWNER AND INSTALLED BY OWNER F.O.S. FACE OF 5TUD5 F.O.W. FACE OF WALL FPRF. FIREPROOF F.R.T. FIRE RETARDANT TREATED F.S. FLOOR SINK FT. FOOT OR FEET FTG. FOOTING FURR. FURRING GA. GAUGE GALV. GALVANIZED GL. GLASS G.L.B. GLUE LAM BEAM G.5.5. GYPSUM SHEATHING BOARD G.W.B. GYPSUM WALL BOARD GYP. GYPSUM H.B. H05E BIBB H.C. HOLLOW CORE HDWD. HARDWOOD H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR MGT., HT. HEIGHT H.W.H. HOT WATER HEATER I.B.C. INTERNATIONAL BUILDING CODE IN5UL. INSULATION INT.,INTER. INTERIOR JAN. JANITOR LAM. LAMINATE MAX. MAXIMUM MECH. MECHANICAL METAL MTL. MM MANUFACTURER MH. MANHOLE MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS N.I.C. NOT IN CONTRACT NO., # NUMBER N.T.S. NOT TO SCALE O/ OVER O.C. ON CENTER O.H. OVER HEAD PERT. PERFORATED P.LAM. PLASTIC LAMINATE PLWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED PTD. PAINT P.T.D. PAPER TOWEL DISPENSER QUAN. QUANTITY R RISERS RAD. RADIUS R.D. ROOF DRAIN REF. REFRIGERATOR REINF. REINFORCED, REINFORCING REQ. REQUIRED RM. ROOM R.O. ROUGH OPENING S.B.C. SEATTLE BUILDING CODE S.C. SOLID CORE SM. SHEET SHEATH. SHEATHING 5HLF. SHELF SIM. SIMILAR SPEC. SPECIFICATION SQ. SQUARE STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SU5P. SUSPENDED T. TREADS T.B. TOWEL BAR TEMP. TEMPERED T.5. TUBE STEEL T.P.H. TOILET PAPER HOLDER TYP. TYPICAL U.N.O. UNLE55 NOTED OTHERWISE V.B. VAPOR BARRIER W.C. WATER CLOSET WD. WOOD W/ WITH W/0 WITHOUT IMP. WATERPROOF OR WATERPROOFING WR WATER RESISTANT WSCT. WAINSCOT LEGAL DESCRIPTION THAT PORTION OF LOT G OF ANDOVER INDUSTRIAL PARK NO. 3, ACCORDING TO PLAT RECORDED IN VOLUME 78 OF PLATS AT PAGE(S) G AND 7, IN KING COUNTY, WASHINGTON, LYING SOUTH OF A LINE WHICH 15 155 FEET SOUTHERLY OF AND MEASURED PARALLEL TO THE NORTH LINE OF SAID LOT G. SYMBOLS DIRECTORY �- - GRIDLINE BUILDING SECTION - - - WALL SECTION MATCH LINE ELEVATION MARKER INTERIOR ELEVATION 1g DETAIL _ -I L _ J DETAIL WINDOW MARKER 1 PARTITION TYPE DOOR NUMBER REVISION MARK Al CENTERLINE - - C- - - NEW � EXISTING NEW CONTOURS - EXISTING CUT LINE GENERAL NOTES I . IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANY AND ALL CONDITIONS RELATED TO THE SITE AND EXISTING BUILDING CONDITIONS THAT MAY AFFECT THE COST OR SCHEDULING OF CONSTRUCTION ACTIVITIES, PRIOR TO SUBMITTING A BID. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE INCLUDING THOSE SHOWN ON RECORD DRAWINGS, AND CONDITIONS RELATED TO THE LOCATION OF EXISTING UTILITIES AND SERVICES BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR THE ABOVE. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 2. DO NOT SCALE DRAWINGS OR DETAILS -- USE GIVEN DIMENSIONS. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS. DIMENSIONS ON PLANS ARE TO FACE OF EXISTING FINISHES, FACE OF NEW STUDS, DOOR AND WINDOW OPENINGS, GRIDLINE OR CENTERLINE U.N.O. NEW DOORS AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE (4.5") FROM FACE OF ADJACENT WALL ON THE HINGE 51DE OF DOOR. 3. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 4. BUILDING SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED SHALL BE INSTALLED, AS PER MANUFACTURERS RECOMMENDATIONS. NOTIFYTHE ARCHITECT OF ANY RESULTING CONFLICTS. 5. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. CONFORM TO AGENCY INSPECTORS COMMENTS AND CORRECTIONS. NOTIFY THE ARCHITECT OF ALL CONFLICTS IMMEDIATELY t BEFORE PROCEEDING, AND ESPECIALLY IF INSPECTOR REQUIREMENTS CHANGE OR ADD TO APPROVED PLANS AND CONTRACT DOCUMENTS. G. COORDINATE ALL OPERATIONS SUCH AS AREAS USED FOR MATERIAL STORAGE, ACCESS TO AND FROM WORK AND TIMING OF WORK WITH THE ARCHITECT AND OWNER. 7. THE BUILDING SHALL BE OCCUPIED DURING CONSTRUCTION. MAINTAIN EXITING FROM OCCUPIED AREAS. COORDINATE PHASING PLAN, HOURS OF OPERATIONS, PARKING, ETC. WITH OWNER. 8. INSTALL DUST BARRIERS, BARRICADES, GUARDS AND OTHER PROTECTION AS REQUIRED TO PROTECT INSTALLED FIN15HE5 AND FACILITIES, AS WELL AS OCCUPIED AREAS. 9. SOME ITEMS OR SYSTEMS INCLUDED IN THE CONSTRUCTION DOCUMENTS ARE TO BE "BIDDER DESIGNED" OR ARE PROVIDED BY OTHERS. THE ARCHITECT AND CONSULTING ENGINEERS WILL REVIEW ALL BIDDER DE51GN SUBMITTALS AND WILL DETERMINE IF THE SUBMITTAL 15 IN CONFORMANCE WITH THE GENERAL DE51GN CONCEPT. THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONFORM TO THE REQUIREMENTS OF ALL CODES AND THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF BIDDER DESIGNED ITEMS WITH THE STRUCTURAL SYSTEM AND FRAMING. CONFLICTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO BID AND THE REQUIRED MODIFICATIONS INCLUDED IN THE BID PRICE. 10. INSTALLING/UPGRADING THE HVAC SYSTEM, PLUMBING AND ELECTRICAL WORK SHALL BE BY BIDDER DESIGN CONTRACTOR. GENERAL CONTRACTOR WILL NEED TO COORDINATE WITH THESE CONTRACTORS AND SECURE PERMITS. 11. CONCEPTUAL BIDDER DE51GN INFORMATION IS INCLUDED THROUGHOUT THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY CONSULTING ENGINEERS) OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 12. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL AND LOCAL GLAZING STANDARDS AND THE GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE REQUIREMENTS. IF THE GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARDS, HU5HE SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. NO CLAIMS FOR EXTRAS FOR COMPLYING WITH THE STANDARDS WILL BE ENTERTAINED REGARDLESS OF THE CONTENT OF THE DRAWINGS AND SPECIFICATIONS. 13. NEW CEILINGS AND EXISTING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST LATERAL SEISMIC MOVEMENT IN ACCORDANCE WITH CODE REQUIREMENTS. PROVIDE LIGHTING TIE WIRES PER CODE. 14. CONCEAL TO THE GREATEST EXTENT POSSIBLE PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION IN DRAWINGS. OFFSET 5TUD5 WHERE REQUIRED 50 THAT FINISHED WALL SURFACES WILL BE FLUSH. PAINT OR FINISH ALL EXPOSED EQUIPMENT t ELEMENTS. 15. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. I G. ALL WOOD FRAMING DETAILS AND CONNECTIONS (SHOWN AND NOT SHOWN) SHALL BE CONSTRUCTED TO CODE STANDARDS. ALL LIGHT GAUGE METAL STUDS AND FRAMING (SHOWN AND NOT SHOWN) SHALL BE INSTALLED PER THE STANDARDS AND DETAILS PUBLISHED BYTHE STEEL STUD MANUFACTURER'S ASSOCIATION. 17. ALL WOOD IN DIRECT CONTACT WITH CONCRETE, OR EXPOSED TO WEATHER, OR GIRDERS LESS THAN 18" FROM GRADE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE II; SHALL BE IDENTIFIED WITH THE STAMP OF THE AMERICAN WOOD PRESERVERS INSTITUTE. USE BUILDING PAPER @ JOIST ENDS TO PREVENT CONTACT WITH CONCRETE. 15. FIRE BLOCKING SHALL BE PROVIDED AT MID -HEIGHT OF ALL STUD WALLS AND PARTITIONS OVER 10 FT. IN HEIGHT, AT THE CEILING AND FLOOR LEVELS, AT ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS, AND AT 10 FT INTERVALS AS REQUIRED. 19. SHOULD A BIDDER FIND DISCREPANCIES IN, OR OMISSIONS FROM, THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, OR BE IN DOUBT AS TO THEIR MEANING, HE/SHE SHOULD AT ONCE NOTIFY THE ARCHITECT IN WRITING, WHO WILL SEND WRITTEN INSTRUCTIONS OR ADDENDA TO ALL BIDDERS. IF CLARIFICATIONS ARE NOT PROVIDED, THE BIDDER MUST INCLUDE IN THE BID THE MORE EXPENSIVE ALTERNATIVE ITEM, PRODUCT, SYSTEM, METHOD, APPROACH, ETC. NEEDED TO COMPLETE THE WORK. ■ t� ! z0 MIA E A :} J THE WORK UNDERTHI5 CONTRACT INCLUDES TENANT IMPROVEMENTS TO THE SECOND FLOOR. NO ADDITIONS OR EXTERIOR BUILDING MODIFICATIONS ARE PROPOSED. SCOPE OF WORK WILL BE IN TWO PHASES. THE FIRST PHASE INCLUDE A REMODEL TO THE TENANT SPACES THAT THE OWNER 15 TAKING OVER. THE SECOND PHASE INCLUDES A REMODEL TO OWNER'S EXISTING SPACE. WORK INCLUDES NEW WALLS, RELOCATION OF LIGHTS, NEW LIGHTING CONTROLS AS REQUIRED BY CODE, RELOCATION OF HVAC COMPONENTS, REPLACEMENT * RELOCATION OF KITCHENETTE SINKS, AND NEW FINISHES. ELECTRICAL, HVAC, PLUMBING AND SPRINKLER MODIFICATIONS ARE UNDER SEPARATE PERMIT. PROJECT DATA PARCEL NUMBER: 022320-000O LOT COVERAGE DATA (ALL EXISTING): TOTAL AREA OF SITE: 74,344 SF LOT COVERAGE BY BUILDING 12,139 SF = I G% AREA OF EASEMENT : 20,023 5F TOTAL LANDSCAPE AREA 25,975 SF = 35% NET AREA OF SITE: 54,721 SF PAVED It WALK AREAS 3G,230 SF = 49% TOTAL 74,344 5F = 100% EXISTING NUMBER OF STORIES: 2 TOTAL IMPERVIOUS SURFACE 48,3G9 SF = G5% EXISTING BUILDING HEIGHT: 28'-7 1/2" 1 ST FLOOR AREA: 12,139 5F PARKING: UNCHANGED 2ND FLOOR AREA: 13,937 5F AREA OF TENANT IMPROVEMENT: 9,377 SF VALUATION: $150,000 PHASES THE PROJECT WILL OCCUR IN TWO PHASES. THE FIRST PHASE WILL CON515T OF ALL WORK REQUIRED IN THE TENANT SPACES NOT CURRENTLY OCCUPIED BYTHE OWNER. THESE ARE ON THE WEST 51DE OF THE BUILDING. ONCE CONSTRUCTION HAS BEEN COMPLETED IN THOSE AREAS, STAFF WILL BE MOVED INTO THE COMPLETED SPACES. STAFF IN THE OWNER'S EXISTING SPACE WILL BE REARRANGED AND CONSTRUCTION WILL OCCUR IN THE EXISTING SPACES ON THE NORTH AND EAST 51DE OF THE BUILDING. moll 3 ° Y t Y Y pp ft�P, `Xk� z3k,o- <C 4}at rs V� a A' t " 320 ANDOVER PARK E= TUKWILA, WA 98188 30 P-7 1/2" APPROX 28G'-G 1/2" APPROX LINE AO.O COVER SHEET AO. I CODE SHEET A2.0 DEMO PLANS A2. 1 FLOOR PLAN EAST A2.2 FLOOR PLAN WEST A2.3 RCP EAST A2.4 RCP WEST A5.0 INTERIOR ELEVATIONS AG.O DOORS AND WINDOWS A8.0 CASEWORK EXIST. HANDICAP PARKING EXI . PAU NG LINE fh EXIST. 51 4-- - EPnA RATE PERMIT REQUIRED FOR: )ffMdChanical �gEleatdcal �gtumbing XGas Ptping City of Tukwila COVER SHEET 3560 I REGIST �,'- ARCHI1 I. lLOING DIVIS" I ; ;'WASHINGTON `'��K` \ THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR _ 'Evv FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AMEE�MENTTN WRITING. _r i flLIANCERsvision Schedule 2i CODE COI! APPRO TYPE REVISION DATE 1 2015 YI LLI I JUL 1 CP Ef City Of - L kWila RECEIVED BUILDING [IVISI(ti IThy OF TUKWILA MAY 2 0 2015 - - PERMIT CENTER SCALE I" = 20'-0" f I I ISSUE DATE: 05 20 15 DRAWN BY: LRD CHECKED BY: R P D-1 PROJECT NUMBER 21 0s ] SHEET NUMBER A 0.0] THERE ARE NO NEW LIGHT FIXTURES IN THI5 PROJECT OTHER NOTES: THAN EXIT SIGNS AND EMERGENCY LIGHTING AS REQUIRED. ALL NEW INTERIOR 51GNAGE SHALL CONFORM WITH B C D E G H THEREFORE, THE TOTAL WATTAGE WILL NOT CHANGE. ICUAN51 A! 1711-2009 AND CH. I 1 OF THE 15C. 7 - - - - - - - - - - T • SEE SPECIFICATION SECTION 10 1400 - 51GNAGE FOR DETAILED INFORMATION ON CHARACTER SPECIFICS. 6 6 • 51GNAGE SHALL BE MOUNTED AT 40" A.F.F. TO THE EXISTING LIGHTS IN AREA OF WORK: 151 LIGHT FIXTURES BASELINE OF THE CHARACTER. ❑ • EXISTING TOILET SIGNAGE 15 TO REMAIN I I I I I EXISTING • TRAINING ROOM OCCUPANCY SIGN IS TO READ: A55IM13LY OCC. 1300 SF MAXIMUM OCCUPANCY 15 87 LIGHT FIXTURE CHANGES: -RELOCATE (3 1) LIGHT FIXTURES 122 5 5 - RELOCATE (23) 2X4 TROFFER I I O I D I I TERIOR SIG ®TES SCALE - RELOCATE (4) RECESSED CANS - RELOCATE (3) UNDERCABINET LIGHTS UITE 104 Q 0 0 SHARED ADA COMPLIANT TOILET ROOMS - Ir' - I'-O" - RELOCATE (I) EXIT SIGN - INSTALL NEW EXIT SIGNS IT P�O� ROOM / OCCUPANCY AREA IDENTIFICATION 4 - - - - LIGHTI G CALCS SCALE 1 NO SCALE /�� I I I I I I ROOM ROOM 3 - - - SHARED ADA COMPLIANT 3 BUILDING CODES: AS ADOPTED BY THE CITY OF TUKWILA SQ. FT. AREA SUITE 103 DRINKING FOUNTAINS OCCUPANCY GROUP: B BUSINESS AND A-3 (EXISTING AND PROPOSED) XX OCCUPANT EXISTING BUILDING CONSTRUCTION TYPE: VB LOAD I I I I SUITE 102 OCCUPANCY/ AREA ANALY515 SPRINKLER SYSTEM: EXISTING FULLY 5PRINKLERED. UPGRADES TO MEET ALL OCCUPANT LOAD GROSS FLOOR AREA FOR AREA OF WORK: 9,377 S.F. CODES FACTOR 2 TOTAL OCCUPANTS FOR OWNER OCCUPIED SPACES: 237 FIRE ALARM: EXIST. FIRE SPRINKLER MONITOR ALARM As REQUIRED BY THE CITY TUKWILA. UPGRADES TO MEET All CODES. NOTE TO COT CTOR: A B C ODE F G H OF TOTAL GENERAL BUSINESS SPACE (B): CONTRACTORS ARE REQUIRED TO CONSTRUCT THI5 PROJECT IN ACCORDANCE MAIN OFFICES G,738 5P WITH ALL APPLICABLE CODE REQUIREMENTS, TRAINING ROOM OFFICE 121 SF INCLUDING THOSE LISTED ON THI5 PAGE. 2012113C MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be BUSINESS AREA illuminated at all times the building space served by the - 100 S.F. PER OCCUPANT means of egress is occupied. TOTAL BUSINESS AREA: 6,859 S.F. 1006.2111umination level. The means of a ress illumination level shall not be less t han TOTAL OCCUPANTS FOR BU51NE55: G9 OCCUPANTS BUILDI G CODE DATA SCALE 1 ® SCALE 1 TOOT -candle at ' e walking surface. emergency power. CODE PLAN,1ST FLOOR N SCALE 1 NO SCALE NO E he6.311 power supply The power supply for means of egress illumination shall or normally be provided y the premises' electrical supply. 2012 IBC MEANS OF EGRESS ILLUMINATION In the event of power supply failure, an emergency electrical TOTAL ASSEMBLY SPACE: 1006.3.1 Illumination level under emergency power. system shall automatically illuminate the following areas: Emergency lighting facilities shall be arranged to provide 1. Aisles and unenclosed stairways of rooms that TRAINING ROOM 1,825 5F initial illumination that is at least an average of 1 foot-candle require two or more means of egress. SMALL CONFERENCE ROOM 315 SF and a minimum at any point of 0.1 foot-candle measured 2. Corridors, exit enclosures and exit passageways... LUNCH ROOM 375 5F along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of 3. Exterior egress components... 4. Interior exit discharge elements... ASSEMBLY - (UNCONCENTRATED, TABLES t CHAIRS) - 15 S.F. PER OCCUPANT A B the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not C be exceeded. D 5. E*'I''Cior landings ... for exit discharge doorwayys... E F G H TOTAL ASSEMBLY AREA: 2,518 S.F. 7 - - - - - - - - - - - - - - - - 7 TOTAL OCCUPANTS FOR ASSEMBLY: I G8 r - - C6 I EXITING (OFFICE AREA): I EXITS REQUIRED: 2 GENERAL OFFICE PROPOSED EXITS: 3 _ G738SF ---------- ------ 100 1 (;8 -. L _ EXIT WIDTH REQUIRED: 72' EXIT WIDTH PROVIDED: EXIT WIDTHS ARE ALL 3G", TOTALING 108" OF EXIT WIDTH' LUNCH ROOM 5 - - - - - - - - - - 5f - - - - 5 SEPARATION OF EXITS OVERALL DIAGONAL DISTANCE 15 PER IBC 1015.2.1.: 190'-411. SEPARATION OF EXITS OF °E) 15 21 I I I I I 89'-8" 15 MORE THAN 1 /3 DIAGONAL. I /90, } O ❑ — I— I OVF� 4 D,4GONq MAXIMUM ALLOWED EXIT ACCESS MAXIMUM ALLOWED EXIT ACCE55 TRAVEL DISTANCE PER TABLE TRAVEL PER TABLE 10 I G. I = 300' —1- I _ - - - - JI I , I - - 01 G. I : FOR OCC. B WITH AUTOMATIC - - 89'-8° DOOR SEP RATION 5PRINKLER5. ACTUAL MAX DISTANCE OF TRAVEL 15 1 5G'-4" —I- I cn O �- EXISTING C} NKI G EXIT PATH ON 0 - _ 34'-5" DOOR 5EPARATI -- _ - - -u FOUNTAIN -- 15T FLOOR .. " EXITING (TRAINING ROOM): EXITS REQUIRED. 2 v OFFICE 0 121 5F C\1 0 C\1 lL r COMMON AREA / / EXIT PATH ON I I PROP05ED EXITS: 2 100 2 \ I ST FLOOR EXIT WIDTH REQUIRED: 72" � EXIT WIDTH PROVIDE p: EXIT WIDTHS ARE 3G', TOTALING 72' OF EXIT WIDTH ( I _I I in I CM I CM l ti I I 11 SEPARATION OF EXITS OVERALL DIAGONAL DISTANCE 15 G5'4 • PER IBC 1015.2. I .: SEPARATION OF EXITS OF 34'-5' I5 MORE 3 - - - - - w - ( - - _ _^ - - - - - - ' - - 3 THAN 1 /3 DIAGONAL. _ lu SUITE 250 ( I I I EViEVVEI MAXIMUM ALLOWED EXIT ACCE55 MAXIMUM ALLOWED EXIT ACCE55 TRAVEL TRAVEL DISTANCE PER TABLE PER TABLE 101 G. I = 300' FOR OCC. B .O h TRAINING ROOM 828 5F I o I NOT IN CONTRACT I I CODE COME APPRO 101 G. I : WITH AUTOMATIC SPRINKLERS. ACTUAL 15 122 I I JUL 1 3 MAX DISTANCE OF TRAVEL 15 125'-G° I I I I I TRAININS ( 37 SF 15 25 City of T► PLUMBING FIXTURE COUNT I BUILDING PLUMBING OCCUPANT LOAD FACTOR: 100 S.F. I- PLUMBING OCCUPANT LOAD: 14,048 (2ND FLOOR TOTAL)/ 100= 141 # OF MALES: 71 2 2 # OF FEMALES: 70 PLUMBING FIXTURES: REQUIRED PROVIDED A B C D E F LEGEND G H MALE WATER CLOSET: 3 2 (1 URINAL SUBSTITUTED) 0 = EXISTING WALLS AND COMPONENTS G+ RA T1014 FEMALE WATER CL05ET: 3 3 © = NEW OR RELOCATED WALLS COMPONENTS LT R, MALE URINAL 0 1 MALE LAVATORY: 2 2 FEMALE LAVATORY: 2 2 DRINKING FOUNTAINS (PER IBC 2904.4): REQUIRED PROVIDED 2 1 ON 2ND FLOOR. 2 ADA COMPLIANT DRINKING FOUNTAINS PROVIDED ON I ST FLOOR I CODE INFO (17] 0 CODE PI A D FLOOR 12SCALE 0" (/g'CALi -0"12: "Im Dr ift-mier Ar chitects, P.s. 7983 Leary Way NE Redmond, WA 98052 (425) 881-7506 mail@driftmier.com CODE SHEET 3560 I REG 11ce DrifffnKr WASHINGTON THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN WRITING. Revision Schedule NO. I TYPE REVISION DATE - -QR P RMIT 06-03-15 E ISIONS I.D . V5 RECEIVED ITY OF TUKWILA I Vila JUN 0 2 2015 I jiSION 'PERMIT CENTER ISSUE DATE: 05/20/ 15 DRAWN BY: LRD CHECKED BY: RPD PROJECT NUMBER ZNT" 40.1 1) THE CONTRACT FOR CONSTRUCTION CONTAINS ALL DEMOLITION WORK REQUIRED TO PREPARE THE BUILDINGS FOR THE CONTRACTED CONSTRUCTION WORK. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED TO OUTLINE THE GENERAL SCOPE OF WORK ONLY. THE CONTRACTOR MUST V151T THE 51TE PRIOR TO BIDDING AND DETERMINE THE FULL EXTENT OF THE WORK AND BE RESPONSIBLE FOR SAME. 2) THE CONTRACTOR 15 TO VERIFY THE LOCATION OF ALL UTILITIES AND SERVICES TO THE 51TE PRIORTO BEGINNING ANY DEMOLITION. 3) PROTECT ALL EXISTING CONSTRUCTION THAT 15 TO REMAIN FROM DAMAGE DURING DEMOLITION. BRACE AND SUPPORT ALL WORK UNTIL IT IS PROPERLY REMOVED OR INCORPORATED INTO NEW CONSTRUCTION. 4) NO MATERIALS FROM THE DEMOLITION ARE TO BE STOCK PILED ON PLANTING AREAS OR PUBLIC RIGHT-OF-WAYS. ALL RUBBISH AND PRODUCTS OF DEMOLITION ARE TO BE REMOVED FROM THE SITE. 5) ADJACENT PROPERTIES, STREETS AND WALKS ARE TO BE PROTECTED FROM DAMAGE AT ALL TIMES. G) ALL ITEMS THAT ARE DEMOLISHED OR REMOVED FROM THE SITE AND ARE NOT TO BE SALVAGED OR REINCORPORATED INTO THE CONSTRUCTION BELONG TO THE CONTRACTOR, 7) DURING THE COURSE OF WORK IF THE EX15TENCE OF HAZARDOUS MATERIALS IN THE STRUCTURE OR BUILDING 15 OBSERVED, THEN CONTRACTOR SHALL PROMPTLY NOTIFY OWNER AND ARCHITECT REGARDING REMOVAL OR ENCAPSULATION OF THE HAZARDOUS MATERIAL AND CONTRACTOR SHALL NOT PERFORM ANY WORK PERTINENT TO THE HAZARDOUS MATERIAL PRIOR TO RECEIPT OF SPECIAL INSTRUCTIONS FROM OWNERTHROUGH THE ARCHITECT. .5) REMOVE EXISTING INTERIOR WALLS t PARTITIONS AS SHOWN. 9) RELOCATE EXISTING DOORS, WINDOWS t LIGHT FIXTURES AS SHOWN IN DRAWINGS. 10) RELOCATE EXISTING FIRE ALARM SYSTEM, HOSE CABINETS AND FIRE EXTINGUISHERS AS REQUIRED TO MEET CODE FOR NEW CONSTRUCTION. NEW COMPONENTS MAY BE REQUIRED AND ARE TO BE INCLUDED IN THE BID. 1 1) RELOCATION OF HVAC COMPONENTS ARE REQUIRED TO COMPLETE WORK. 12) REMOVE ELECTRICAL WIRING t DEVICES, AS SHOWN IN DRAWINGS AND AS REQUIRED TO PERFORM NEW WORK. 13) FOR EXISTING FLOORING TO BE REMOVED, PREP SUBFLOORTO RECEIVE NEW FLOORING. 14) REMOVE EXISTING FURNISHINGS, EQUIPMENT AND FIXTURES NOT REQUIRED FOR NEW WORK. COORDINATE ITEMS TO BE KEPT BY OWNER. 15) ALL WINDOW BLINDS ARE TO REMAIN. SCALE DEMO NU I ESI 12° = 13 IM M151 G N. DEMO WALL FO RELOCATE INFILL DOOR RELOCATED DOOR RELITE RELOCATE EXISTING C RK, 12 II I I 4 = _ = RELOCATED FIAIT AID t -� a DEMO KIT TO NEW M) IL ROO EXISTING RELOCATE WATER I FLOORING —� DEMO EAST U IRIIPER CASEWORK COOLER � WATER LIE IIII REM I I — a,A= 4 A— Q AND LOWER CKBINET m , 5 DEMO FLOORING = _ = 4,i►. MEWS � � 0 � I TOILET JANITOR'S DEMO WALL I � 4.A I A I The ROOM CLOSET REF a m RELOCATE EXISTING II II CARP TO ■ STAIRWELL RELTTE / 29 CA5EWORK- D Q a II I REM IN DEMO LEGEND: Dr if tmier DEMO OR RELOCATE 0 OUTLET c DEMO WALLS I D I = EXISTING TO REMAIN Architects P . s RELOCATE DOORSI DEMO FLOORING DEMO i CARPET RELOCATE 4 13\\ 7983 Lear Way NE II DOOR5 RECITE _� y y — 0 A �'--— I Redmond WA 98052 PROTECT IXI5TIN I I 1 1 / COLUMN SAP �rT- (425) 8 81—'7 5 0 6 SU—I I I � I " � �+ — — 4 mail@driftmier.com ELEV. \ RELO ATE DO REPLACE HIGH II 50\ a I t f 4 DEMO PLANS 535603 REGIST R' > LEGEND: _ R BI{�� — = DEMO OR RELOCATE Dri ��r —= EXISTING TO REMAIN T 'WASHINGTON THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN WRITING. ;HE5 Revision Schedule NO. I TYPE REVISION I DATE REVIEWED I ( R CODE COMPLI 1\ VCE VED APPROVED CITY OF TIU CWILA JUL 13 20 ` MAY 2 0 2015 City Of T Ukv it PERMIT CENTER BUILDING DIV ION r ISSUE DATE: 05/20/15 DRAWN BY: LRD CHECKED BY: RPD PROJECT NUMBER 21 08 r r�•hi, 41111 ,'" The Dr if tmier Ar chitects, P.s. 7983 Leary Way NE Redmond, WA 98052 (425) 881-7506 mail@driftmier.com FLOOR PLAN EAST 3560 1 REGIST Jetitice^Dri }to-ii%r P WASHINGTON =SENTS A PROPRIETARY DESIGN ECT AND SHALL NOT BE USED ON ADDITIONS TO THIS PROJECT OR FOR ROJECT BY OTHERS EXCEPT BY ACOUS. SEALANT EXIST. WINDOW SYSTEM 4'-G" 33'-10 1/2" (E . SIDE) EXIST. GLAZ NG 1. FOR DOOR INFORMATION, SEE G.0 12. EXISTING WALLS TO RECEIVE NEW FINISHES AND PAINT PER - - - - - - - a ROOM FINISH SCHEDULE. VERIFY W/ ARCHITECT PRIOR TO PAINTING. LINE OF 51L (VARIES) 2. FORWINDOWINFORMATION,5EE 13. EXISTING WALLS NOT MARKED WITH A WALL TAG MAY STILL I I q 3. FOR DETAILS OF WALL TYPES SEE DETAIL 11 REQUIRE NEW WORK INCLUDING BUT NOT LIMITED TO: PATCHING OF IT 2' EXISTING HOLES, NEW GWB, NEW GWB DUE TO NEW CEILINGS OR END WALUMULLION 4. FOR WALLS WITH ACOUSTICAL INSULATION, PROVIDE 3" MIN. PROVIDE CEILING REPAIR. CONDITION PE MTL STUD ATTACHED TO VERTICAL MULLION R 2 I ` W/ DOUBLE 51DED (STICKY) FOAM TAPE ACOUSTICAL SEPARATION � SEAL ALL JOINTS ACOUSTICALLY. PROVIDE ACOUSTICAL C-D- - - - OFFICE SEALANT FOR ALL OPENINGS AND @ BASE OF WALLS. 14. ANY CONFLICTS BETWEEN NEW CONSTRUCTION AND/OR I i 33 BOX STUD TO CONFORM TO 51TE CONDITIONS EXISTING FEATURES, WHERE SHOWN DIMENSIONING WILL CAUSE 5/8" GWB. 5. OFFICE FURNITURE AND SYSTEMS FURNITURE ARE F.O.I.O. ALTERATIONS TO MATERIALS OR SPECIFIED PRODUCTS, MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO SOUND RATED WALL Fr7 G. PROVIDE FIRE EXTINGUISHERS AND CABINET AS REQUIRED BY THE FIRE INSTALLATION OF NEW CONSTRUCTION. MARSHALL. COORDINATE AND RECEIVE APPROVAL FROM ARCHITECT PRIORTO INSTALLATION. ANY NEW CABINETS WILL BE SEMI RECESSED. 17 I I OFFICE FIC 3 5/8" 5/8" 15. FLUSH FLOORING TRANSITIONS BY OTHERS PER DETAIL G p OF 7. FOR CASEWORK FIN15HE5, SEE 5,0 FI SCALE I G. ELECTRICAL AND DATA OUTLETS TO BE AT A HEIGHT OF 18 W WALL SUTTIt % ■ G WINDOW 1 1/2" = 1'-0" 8• FOR INTERIOR FINISH AND MATERIAL SELECTIONS SEE FINISH SCHEDULE 6 p U.N.O. 9. VERIFY ALL EXISTING DIMENSIONS TO WALLS � COMPONENTS. DIMENSIONS MAY 17. OUTLETS ON OPP051TE SIDES OF AN ACOUSTICAL WALL CANNOT BE IN THE SAME STUD SPACE. POWER AND DATA OUTLETS ON `r DUPLEX RECEPTACLE v TV/CABLE OUTLET (GG , VERIFY HEIGHT OR MAY NOT REFLECT EXISTING CONDITIONS. BRING CONFLICTS VARIANCES TO 30 X" = HEIGHT ABOVE FINISHED FLOOR THE ATTENTION OF ARCHITECT BEFORE PROCEEDING W/ NEW CONSTRUCTION. THE SAME 51DE OF THE WALL MAY BE IN THE SAME STUD SPACE. - A =ABOVE COUNTER (42" TO MIDPOINT WITH ARCHITECT PRIOR TO INSTALL) p DATA OUTLET 10. IN CA5E5 WHERE EXISTING WALLS AND NEW WALLS ARE TO ALIGN, INSTALL 18. PROVIDE SMOOTH FINISH, READY FOR NON TEXTURED PAINTING QUADRAPLEX RECEPTACLE. SEE LETTER CODE X" = HEIGHT ABOVE FINISHED FLOOR ADDITIONAL GWB AS NECESSARY TO PROVIDE SMOOTH TRANSITIONS SO THERE ARE FOR ALL GWB WORK, LIST AT DUPLEX RECEPTACLE FOR OPTIONS A = ABOVE COUNTER (42" TO MIDPOINT) NO JOGS IN THE WALL. # = NUMBER OF DATA CONNECTIONS QQ J BOX 1 1. GC 15 RESPONSIBLE FOR MAINTAINING A CONTINUOUS VAPOR BARRIER AROUND ® COMBINATION OUTLET WITH VOICE BUILDING ENVELOPE. V.B. 15 TO BE INSTALLED ACCORDINGLY EVEN IF INDIVIDUAL DATA PORTS DETAILS DONT CALL OUT V.B. SPECIFICALLY. 31 I'-G" FLOOR BOX, FLUSH WITH FLOOR. ® TELEPHONE OUTLET 4 CLR CEILI ELECTRICAL LEGEND 1/s CALE-0 18 FLOOR PL OT S NOSSCALE 9 �iTRI I( TI IRE 1. GC IS TO INSTALL ALL OUTLETS AND WIRING FOR NEW POWER OUTLETS. 9. GC IS TO COORDINATE INSTALLATION OF DATA SYSTEM WITH OWNER'S VENDOR. 2. GC TO PROVIDE ALL REQUIRED CONDUIT. ALL NON-ACCE55113LE AREAS TO BE IN CONDUIT. 10. GC 15 TO MAINTAIN POWER CONNECTIONS TO EXISTING FLOOR BOXES AND EXISTING POWER OUTLETS TO REMAIN. GC TO PROVIDE ATTACH TO STRUCT. W/ POWER 3. GC TO SUPPLY ALL OUTLET FACEPLATES U.N.O. ALL FACE PLATES FOR ADDITIONAL CONDUIT A5 REQUIRED. DRIVEN OR EXPANSION TYPE ELECTRICAL AND DATA OUTLETS ARE TO BE FROM THE SAME MANUFACTURER ANCHORS AND HAVE MATCHING COLORS. 1 1. GC 15 TO PROVIDE BLOCKING FORTHE (2) TVs IN THE NEW TRAINING ROOM PE 15 TWO 12 GA. WIRES @ 8' O.C. OR 4. MIDPOINT OF ELECTRICAL * DATA RECEPTACLES AND OUTLETS TO BE AT A 6 0 TO RESIST 5 PSF TRANSVERSE HEIGHT OF 18" U.N.O. 12. SEE ELECTRICAL SPECIFICATIONS. LOAD. ATTACH WITH HAND WRAPPED TIGHT LOOPS. 5. OUTLETS ON OPPOSITE SIDES OF A WALL CANNOT BE IN THE SAME STUD 13. SECURITY VENDOR WILL BE INSTALLING SECURITY CENTER SPACE. POWER AND DATA OUTLETS ON THE SAME 51DE OF THE WALL MAY BE EQUIPMENT IN THE ELECTRICAL. N IN THE SAME STUD SPACE. ATTACH TO MAIN RUNNER OR G. ALL DATA CABLE WILL BE CAT 5e. PERPENDICULAR TO PARTITION 7. GC IS TO PROVIDE AND INSTALL THE FOLLOWING FOR DATA OUTLETS: MAX PARTITION HT - 10'-0" MAX OUTLET BOX, MUD RING, FACEPLATES, CONDUIT AND PULL STRINGS. PARTITION WT - 15 LB5 PSF 8. OWNER'S VENDOR WILL BE PULLING DATA CABLING. STRUCTURE ATTACH TO STRUCTURE AND ELECTRICAL NOTES SCALE PARTITION W/TWO #8 SCREWSS.. 12" = 1'-0" FASTEN PLATE ABOVE CEILING FASTEN PLATE ABOVE CEILING w °dam ONE RIGID BRACE @ 8' O.C. OR TO TO PLATE BELOW CEILING TO PLATE BELOW CEILING > RES15T 5 PSF TRANSVERSE LOAD. ALTERNATE SIDES. BRACES SHALL BE 19 19 \11 BRACING PER DET. 2 DOUBLE BACK TO BACK OR NESTED AS BRACING PER DET.e 45° REQUIRED FOR PLENUM HEIGHT TO I C'. MTL CHANNEL ABOVE CEILING MTL CHANNEL ABOVE CEILING C4 BRACES NOT REQUIRED WITHIN 8' OF - --.._.-"uLLul"Lu.Lu FIN. CEILING PER PLANS i FIN. CEILING PER PLANS CEILING ) METAL INTERSECTING PARTITIONS. TOP PLATE � CL05URE @ CLG TOP PLATE * CL05URE @ CLG MATERIAL FOR PLENUM HEIGHT UP TO LINE LINE 5-0": 1-1 /2" X I G GA. COLD ROLLED CHANNEL OR 7/8" HAT CHANNEL OR I .MIN. 3" ACOUS. INSUL. ALONG ONE SIDE 1-5/8" X 25 GA. OR GREATER C STUD. GWB = GWB SCALE SECT. SECT.STUD W LL S CI G 11/2" _ -0" (91 5/8" GWB BOTH SIDES 5/8" GWB BOTH SIDES 2X4 MTL STUDS @ I G" O.C. 2X4 MTL STUDS @ I G" O.C. DATA WALL PLATE z t--- PLAN PLAN ® A 2X4 PARTITION 132X4 ACOUSTIC PARTITION I FASTEN PLATE ABOVE CEILING < > TO PLATE BELOW CEILING [V/ I x WOOD CAP, WD- I (4) CAT5E I DATA JACKS FIN. CEILING PER PLANS N 2X4 METAL STUDS I x3 WOOD TRIM, WD- I N 3 1/2" ACOUSTIC INSULATION o 0 � 2 LAYERS 5/8„ GWB ON BOTH SIDES 5/8 GWB ® SECT. SECT. 5/8 GWB 2X4 MTL STUD NEW ACOUSTIC INSULATION PLAN 2 LAYERS 5/8" GWB ON BOTH SIDES PLAN Go I SCALE 20 EX15T. WALL W/ NEW I N5U L. PARTIAL HT. (LOW) WALL DAT OUTL T DETAIL 1 1/2 _ I _o C I ALL NEW STUDS ARE TO BE 3 5/8" NEW WALLS: SHOT PIN SILL COLD FORMED STEEL AND BE 25 PLATE TO SLAB @ 48" O.C. GENERAL WALL NOTES: GAUGE WITH A MAX HEIGHT OF I OFT. I . VERIFY IF EXISTING METAL STUDS ARE 3 1/2" OR 3 5/5". A 3 5/8" MTL SILL PLATE (25 GAGE) 2. USE WATER RESISTANT GWB IN ALL WET AREAS, INCLUDING WATER COOLER AREAS, AND KITCHEN AREA. 3. TAPE t FINISH ALL GWB SURFACES. PAINT ALL GWB EXPOSED TO VIEW. 4. SEE REFLECTED CEILING PLAN FOR ACTUAL CEILING FINISHES. SLAB/SUBSTRATE 5. ALL INSULATION MATERIALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS TO ACHIEVE PROPER DENSITIES AND MAINTAIN CLEARANCES. TO THE MAXIMUM EXTENT POSSIBLE. 0 db - STAIR LL #2 I ROTATED DOOR AND WINDOW - REMOVE SIGN FROM WINDOW AND GIVff TO OWNER ORAGE 37 I EXISTING 7ff, ( KITCHENETTE 35 RELOCATED KITCHENETTE AND SINK CPT- I a OFFICE 39 10' - 10" HALL 3G OFFICE 32 4 I OFFICE 030E d 1<p P-2 �I I I EXISTING CARPET I 27 A 28 B-1 I CPT- I I I HALL 41 REPLACE GWB ON COLUMN TO PROVIDE SMOOTH WALL FACE I A 39 EXISTING COLUMN I COPY ROOM OFFICE I N I Q 42 40 �510 NEW CASEWORK 5' - G" I--F-A 4A- L -L - - -L - - - - 1- 0 0 66'- A-- - NEW SINK AND FAUCET PER PLUMBING SCHEDULE 2 Q EXISTING FLOOR OUTLETS TO REMAIN, TYP TRAINING ROOM 38 �}--° EXISTING FLOOR OUTLET TO REMAIN, TYP LF-UFNU 0 = EXISTING WALLS AND COMPONENTS 0 = NEW OR RELOCATED WALLS t COMPONENTS 14 4A - -------t--- I�----�- 38 B-1 RELOCATED OOR � WINDOW _ N REMOVE SIG N FROM WINDOW cO L ROTATED DOOR AND GIVE TC OWNER N AND WINDOW 4 REMOVE SIGN FROM WINDOW AN -1 I GIVE TO OWNER n dI Q5 IT-' CASEWORK CPT- I I I I EXISTING GWB WRAPPED COLUMN NEW FURRING WITH GWB FOR NEW OUTLETS I I I � I N I- m COUNTER BASE CABINETS A5.0 3 I I a PHA5E I PH O 1 I CHECKED BY: RPD A5E I I ■ SHEET NUMBER 2.2 SCALE WALL SILL PLATE DTLi 1 1/2" = 1'-0" 21 SCALE WALL TYPES 3/4" = 1'-0" 1 N In 0.-" F,01- �804-wnl UN FrtFW ERCABINET � I I I I I I I I I I I I I I The Dr iftmier Ar chitects,P.s. 7983 Leary Way NE Redmond, WA 98052 (425) 881-7506 mail@driftmier.com RCP EAST 3510 I REGIST � 1T�� 'rWASHINGTON '", Y THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY 1. ALL HARDLID CEILINGS AND ACT CEILING GRIDS ARE TO REMAIN. EXISTING CEILING HEIGHTS ARE 8'-10" TO 9'-0". 1. CEILING SYSTEMS SHALL COMPLY WITH ASTM C G35 * G3G. A5CE 7-02 SECTION 9.G.2.G.2.2 AND CI5CA PROVIDE 2. CEILING HEIGHTS ARE TO FACE OF FINISH FOR SUSPENDED SYSTEMS AND FACE OF STRUCTURAL FRAMING FOR FURTHER DETAILED INSTRUCTIONS. DIRECT ATTACHED SYSTEMS. 2. LIGHT FIXTURES SHALL HAVE TIE WIRES PER CODE AND DETAIL 14 2.4 2. PROVIDE 12 GA. (MIN) HANGER WIRES @ 4'-O" O.C. ALONG MAIN RUNNERS 3. PROVIDE LIGHTS ON EMERGENCY CIRCUITS AS REQUIRED BY CODE OR LOCAL AUTHORITY. VERIFY LOCATIONS 3. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT AT WITH ARCHITECT. LIGHTS AT THE ENTRIES NEED TO BE ON 24 HOURS. THE PERIMETER OF THE CEILING AREA. WIRES SHALL NOT HANG MORE THAN I IN G OUT OF PLUMB. !I 4. FOR LIGHT FIXTURE SCHEDULE SEE 2 4 4. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIALS OR EQUIPMENT. PROVIDE TRAPEZE OR 5. TOUCH UP PAINT CEILING GRID WHERE WALL RELOCATIONS OCCUR AND AS NEEDED FOR DETERIORATING FINISH. OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. G. PAINT CEILING GRID WHITE IN EXISTING NORTHWEST TENANT SPACE. 5. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN TWO ADJACENT WALLS WITH 2" MIN. CLOSURE 7. INSTALL NEW CEILING TILES IN EXISTING NORTHWEST TENANT SPACE. ANGLES. CEILING GRID MEMBERS SHOULD BE AT LEAST 3/4" FREE OF OTHER WALLS. 8. PROVIDE EXIT * EMERGENCY FIXTURES * NIGHT LIGHTS AS SHOWN AND AS REQUIRED BY CODE / AHJ. G. AT THE PERIMETER OF THE CEILING AREA, WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTIONS BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. WHERE 9. PROVIDE NEW * RELOCATE EXISTING SMOKE DETECTORS AS REQUIRED PER CODE/AHJ. THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS, THIS INTERLOCK IS NOT REQUIRED. 10. PROVIDE EXIT PATHWAY LIGHTING: USE LIGHT FIXTURES ON BATTERY BACK UP OR WALL PACKS PER CODE. COORDINATE INSTALLATION LOCATIONS WITH ARCHITECT. 7. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER AT 12 FEET BY 12 FEET ON CENTER. PROVIDE BRACING WIRE5 AT LOCATIONS NOT MORE THAN 1/2 THE SPACING FROM EACH 1 1. NOT ALL EXISTING FIRE ALARM COMPONENTS ARE SHOWN IN PLANS. GC TO VERIFY WORK NEEDING TO BE PERIMETER. THE SLOPE OF THESE WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND DONE IN ORDER TO PROVIDE A CODE COMPLIANT SYSTEM. SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. 12. HVAC SUPPLY DIFFUSERS AND AIR RETURNS ARE SHOWN IN EXISTING LOCATIONS OR RELOCATED 8. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES 4 TIGHT TURNS. MAKE ALL LOCATIONS WHEN NEW WALLS CONFLICT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THESE TIGHT TURNS WITHIN A DISTANCE OF 1 1/2". HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE SYSTEMS TO MEET CODE. ADDITIONALMEW COMPONENTS MAY BE REQUIRED BY CODE OR AHJ. COMPONENTS INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE SHOWN AS REMAINING MAY ALSO BE REQUIRED TO BE RELOCATED. CONTRACTOR IS TO COORDINATE WITH DIRECTION OF THE FORCES ACTING ON THE WIRE. AND GET APPROVAL FROM THE ARCHITECT FOR THE ZONING DESIGN OF THE HVAC SYSTEM. SOME NEW SUPPLY AND RETURN AIR GRILLES ARE INCLUDED IN THE WORK AND SHOWN ON THE PLANS. 9. FLUSH OR RECESSED CEILING LIGHT FIXTURES OR AIR TERMINALS OR SERVICES WEIGHING LESS THAN 5G POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A 13. WHERE OPEN OFFICE 5PACE5 ARE EXPANDED DUE TO WALL DEMOLITION, THE NEW, LARGER OPEN OFFICE MINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO SPACES ARE TO HAVE ALL LIGHTING BE ON THE SAME CONTROLS. THE STRUCTURE ABOVE. 14. GC SHALL ALTER HVAC LAYOUT IN ACCORDANCE WITH 2O12 W5EC SECTION C403. 10. ALL FLUSH OR RECESSED CEILING LIGHT FIXTURES OR AIR TERMINALS OR SERVICES WEIGHING MORE THAN 5G POUNDS SHALL BE INDEPENDENTLY SUPPORTED BY NOT LE55 THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE 15. GC SHALL PROVIDE DAYLIGHTING CALCULATIONS FOR THE SPACE AS REQUIRED BY AHJ PER SECTION FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE WIRES AND C402.3.1.1 * FIGURE C202.1 OF THE 2012 WSEC. THEIR ATTACHMENTS MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. I G. GC TO PROVIDE SWITCHING, DAYLIGHTING AND OCCUPANCY CONTROLS FOR ALL NEW LIGHTING CIRCUITS PER 2012 WSEC SECTION C405. 17. GC SHALL BE RESPONSIBLE FOR TESTING ALL LIGHTING SYSTEMS PRIOR TO SUBSTANTIAL COMPLETION PER C408.3. RCP NOTES12SCAiE 1 CEILING NOTES O I,sCALEo 2x4 RECESSED TROFFER FLUORESCENT EXHAUST FAN HANGER WIRES (SEE CEILING NOTES) RECESSED DOWNLIGHT Im-1 SUPPLY AIR DIFFUSER WALL SCONCE Iz-1 RETURN AIR GRILL LIGHT FIXTURE ® SPEAKER ® WALL WASH ® CEILING MOUNTED LINEAR SMOKE DETECTOR GYPSUM BOARD CEILING OR O CEILING MOUNTED SURFACE FIRE ALARM ACOUSTICAL CEILING WHERE WALL MOUNTED LINEAR I=P STROBE ALARM OCCURS UNDER CABINET HANGER WIRES ATTACHED TO 0 THERMOSTAT FIXTURE � ANCHORED TO LIGHT FIXTURE STRUCTURE ® EXIT SIGN, CEILING MOUNTED ARROWS) FA FIRE ALARM PULL STATION INDICATES DIRECTION IF SHOWN FIRE SPRINKLER LIGHT SWITCH LOWER CASE LETTER NEXT TO SWITCH INDICATES LIGHTS THAT THE SWITCH CONTROLS. IF NO LETTER 15 GIVEN, THEN SWITCH 15 TO GYPSUM BOARD CEILING OR ACOUSTICAL CONTROL ALL LIGHTS IN THE ROOM IN WHICH IT IS LOCATED. CEILING, WHERE OCCURS LIGHT FIXTURE TIE DETAIL 1 CEILINGL LEGS ® SCALE 10 1 112" = 1 0 NO SCALE ANCHOR TO STRUCTURE ABOVE USE MAIN RUNNER IF VERTICAL DISTANCE FROM CEILING SYSTEM TO BOTTOM OF STRUCTURE 15 LESS THAN 3'-0" ATTACH COMPRESSION STRUT TO MAIN RUNNER WITH 2 5CREW545 SELF TAPPING SCREWS T-BAR OR GWB. CEILING SYSTEM NOTES: 1. ATTACH STRUT TO MAIN RUNNERS AND TO STRUCTURE. 2. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. IC COMPRESSIONTUT 31 = 1 -0 1� LIGHT FIXTURE SCHEDULE TYPE QTY. DESCRIPTION NOTES 'RI' 23 RELOCATED 2X4 TROFFER 'R2' 4 RELOCATED RECESSED CAN 'R3' 3 RELOCATED UNDER CABINET 'R4' 1 RELOCATED EXIT SIGN 'X' 2 NEW EXIT SIGN NEW EXIT SIGNS ARE TO MEET CODE AND MATCH EXISTING EXIT SIGNS IN APPEARANCE. LIGHT FI TUBE SCHEDULE SCALE NO SCALE 11 ROOF STRUCTURE 3'-0" N 18 GA TOP TRACK W/ (4) # 2XG HF #2 (FLAT) @ I G" O.C. `r 8 SCREWS @ EA 2XG EXISTING WOOD TRUSS (4) #8 SCREWS EA END INTO / BOTTOM CHORD OF EXISTING TRUSS 3 5/8" MTL STUD FRAMING ATTACHED TO / EXISTING ROOF STRUCTURE. N / / 3 5/G X 18 GA. BRACE @ 48" O.C. W/ (4) #8 SCREWS EA END (COPE FLANGES * BEND WEB N r + FOR CONNECTION @ 2XG) v 5/8" GWB EXISTING ACT CEILINGS. DROP WALL IS NOT TO SUPPORT CEILINGS. 18 GA BOTTOM TRACK SCALE DROP ALL ET IL 3�4" = 1'-Oa 12 A .1 LATION A OVE CEILING TILES. INSULATION OVER LIGHTS TO IN71 0 NEW LIGHT SWITCH -y IN TALL DUCTING FOP, DI FUSER MINIMUM OF 20FT. 0 A\L AC IN ULATION N THE INTERIOP, F TAIRWELL #2 I I !�mmm 3 z J El RELOCA1 ED THERMOSTAT NEW HVAC RETURN VN Mo PAINT EXISTING CEILI G GRID WHI FE IN EXISTING TE14ANT SPACE AN NSTALL.NEW-CEILING-nlFS�- RELOCATE HVAC GRILLES RELOCATED EXI TING LIGHTS, TY RELOCATE SPRINKLERS AS REQUIRED TO MEET CODE L-1-----1---- -- --- -- �----1----J O O0 DRO P WALL, GWB, 8' ", PAINT WHITE T 0 ALTER THERMO 3TAT TO C ENTIRE TRAININ 3 ROOM a a I b h I 0 0 c I II II 1 c 0 iCb 0 1 b b 'R1 0 0 SU EF ND -BLOCKING O�FU-TURE CE WED PROJECTOR. CONFIRM LOC TION WIT RCHITECT PRIC R TO INSTALL. a DRO WALL, GWB, 8'- " 10 0 b b - -� - ,TED LIGHTS, 0 WN -o I I RE L DCATED ffU5ER. INI 0 tT-E U 11`FIXTURE N-OPEN-OFFIC PACE LIG NG CONTR L AS ALLOWED CODE I 1 0 i I I I I I I i 'R1' 0 Or " Ia a 'R1 'R1 0 RCP WEST a a ,R2. -'ki 11 - - `3560 REGISTE-R ,�HIfi�G c e hce Dri r � � T V WASHINGTON b � ` THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN d R2' OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON R1 . _..,......... ...._OTHER P..AOdI^GF1 FOR ADDITIONS TO THIS PROJECTOR FOR I ? C-�!� �� h i _�G,OpflPESIQN OF HIS PROJECT BY OTHERS EXCEPT BY 1lG 9! V IIAi#i EEME IN WRITING. CODE COS lI LI/-kNCER vlslon Schedule Ni APPR �I `� 1S TYP REVISION DATE JUL` 1- 2015 1 PER IT 06-03-15 d-�- REV I IONS R2' City Ot f U "Vg117PER IT r-06-15 'Rl BUILDING VISION - � RECEIVED CORR r10 CITY OF TUKWILA LTR# JUL 0 b 2015 °�R2PERMIT CENTER - - 2 ISSUE DATE: 05/20/15 �-,'RAWN BY: LRD - - - - - - -� PRI; -CT NUMBER PHASE I �-- PHASE I I -- _ SHEET NUMBER SCALE RCP EST - 2 D FLOOR N 1/4" _ -Oa 1 PL-3 SIDE SPLASH, TYP PL-3 COUNTER AND 5ACK5PLA5H 0 �t- N SUPPORT COUNTER A5 NEEDED — c c v- m GlttlI PATCH EXIST AS NEEDED Wd 9AI`)I'ORTH WALL - • �T • 8.0 II,' \II I I'-G 1/2" J ri \ . rl J 2'-10" 2'-10" 2'-10" 2'-1011 �P NOTES: 1. FOR CASEWORK DETAILS REFER TO SHEET A5.0. 2. FOR MATERIAL5 AND ROOM FINISH SCHEDULES REFERTO SHEET AG.O. 3. HORIZONTAL DIMEN510NING ON INTERIOR ELEVATIONS 15 TO FACE OF FINISH ON WALLS. VERIFY ALL DIMENSIONS IN THE FIELD. 4. ALL CABINET HARDWARE 15 TO BE ADA COMPLIANT AND PER THE 5PECIFICATION5. PL-4 PL-4 CLOSER PANEL PL-3 COUNTER, BACK5PLA5H AND 51DE5PIA5H PL-4 PL-4 CLOSER PANEL SCALE 1 /2" = V-0" VERIFY ALL DIMENSIONS FOR EXISTING CABINETS RELOCATED UPPER CABINETS NEW FINISH ON END, PL-4 — NEW COUNTERTOPS AND BACK5PLA5H, PL-3 4 3'-2" 3'-2" 3'-2" NEW PL-3 51DESPLA5H RELOCATED BASE CABINETS NEW FINISH ON END, PL-4 B-I Fo PL-2 5 4 5 VERIFY I'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" 3'-0" 3'-0" — \ — \ II, II/' PL-2 CLOSER PANEL \ \ , \ , \ , `,II �' \II ON EACH SIDE PL- I COUNTER AND BACK5PLA5H REFRIGERATOR, F.O.I.0 1 PL- I COUNTER, N 2 /0 11 1 El [3 3 BACK5PLA5H AND 51DE SPLASH \ °O e I / 14 o ' ' PL-2 CLOSER PANEL ON EACH 51DE` ' VEPJ 1'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2-0" 3'-0" 3'-2" B- I PL-2 SINK lt FAUCET F.C.I.C. DISH WASHER, F.C.I.C. PL-2 SIDE PANELS SCALE COPY R00 SOUTH WALL ,/2" = 1 SCALE 1 9 INTERIOR ELEVATION NOTES NO SCALE WHERE TV CONNECTIONS AND SCREEN LOCATIONS ARE SHOWN ON PLANS, PROVIDE BLOCKING FOR TV MOUNTING IN EXISTING WALLS. NEW 2xG TV JACK AND POWER BLOCKING IN WALL 3'-0" A— OUTLET PER PLANS r------ — — — — — — — — — — — — — N L----- ----------------� N r—— — — — — — — — — — — — — — — — — — — — — I I N L----------------------- J 1 V BLOCKING' I SCALE 15 15 I 4 3 I" COUNTER OVERHA G. [ 3'-2" 3'-2" 3'-2" 1 1 A MAIL ROOM EAST WALL MAIL ROOM ELEVATIONS 1,SCA;E0 1 PL-2 PANEL WITH PL-2 TOP PL-2 J AND BOTTOM PANELS I '-D' 21- 1 " \ A Q j j / , 2'-2" 2'-2" / o / 5-1 CONTINUOUS THE 2 EAST CABINETS ARE TO BE CONTINUOUS AND NOT 5EPARATED BY A PANEL IN THE MIDDLE SCALE TRAINING ROOM NORTH ELEVATION 1/2" = 1'-0" 2 00 00 BASE CABINET DOORS TO ALL HAVING LOCKING CAPABILITIES PL- I COUNTER, BAFK5PLA5H NO LOCKS ON DRAWERS AND SIDE5PLA5H 2 1 00 00 00 a0 \ \ 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" I I PI PL-2 PL -2 CL05ER PANEL TRAIT G R00 EAST ELEVATION SCALE 17 1/2" = 1'-0" INTERIOR ELEVATIONS 3560 � REGIST ~'c Jeptice Dri r T 'WASHINGTON THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN WRITING. Sc edule 'f��ips�P DATE JUL 13 2015 City of Tukwila JD C L� ILDING i (WRK r.-..,.....,,...mil OF—T-U KW I LA MAY 2 0 2015 PERMIT CENTER ISSUE DATE: 05/20/1 5 DRAWN BY: LRD CHECKED BY: RPD PROJECT NUMBER 2 08 -�] SHEET NUMBER 5,0 DOOR NOTES _ 3 1. FOR DOOR TYPE ELEVATIONS, ABBREVIATIONS, SEE DETAIL G.0 2. MAX. THRESHOLD TRANSITION TO BE 1/2" VERT. W/SLOPING FACE OR 1/4" MAX TYP. HARDWARE NOTES: 1. ALL NEW HARDWARE SHALL BE ADA COMPLIANT, 2. LOCKING DEVICE 15 TO BE READILY D15TINGUISHABLE AS LOCKED. READILY VISIBLE DURABLE SIGN TO BE POSTED ON THE EGRE55 SIDE ON OR ADJACENT TO EGRESS DOORS STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED". THE SIGN SHALL BE IN LETTERS I INCH HIGH ON A CONTRASTING BACKGROUND. 3. ALL HARDWARE TO BE PER SPECS. DOOR & HARDWARE 11141OTES SCALE 1 NO SCALE SUPPLY SAFETY GLAZING FOR WINDOWS THAT MEET EITHER OF THE FOLLOWING REQUIREMENTS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH (G 10 MM) ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CL05ED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN GO INCHES (1524 MM) ABOVE THE WALKING SURFACE. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS: - EXP05ED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.84 M2); - EXP05ED BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR; - EXPOSED TOP EDGE GREATER THAN 3G INCHES (914 MM) ABOVE THE FLOOR; AND - ONE OR MORE WALKING 5URFACE(S) WITHIN 3G INCHES (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. SAFETY GLASS SCALE (14 NO SCALE KITCHEN SINK KITCHEN FAUCET MATERIAL: STAINLE55 STEEL MANUFACTURER: KOHLER INSTALLATION: TOP MOUNT PRODUCT: ELATE LENGTH: 27" MATERIAL: 5TAINLE55 STEEL WIDTH: 22" HANDLE: LEVER DEPTH: 10" SPRAY: PULLOUT STYLE HOLES: I (VERIFY WITH FAUCET) ADA COMPLIANT: YES DRAIN SIZE: 3 1/2" WARRANTY: LIMITED LIFETIME LU SI G SCHEDULE SCALE 15 12" = 1t-0 VINYL REDUCER VINYL, TYP. SUBFLOOR VINYL TO CONCRETE BRUSHED ALUM - TRANSITION STRIP VINYL, TYP. i 5UBFLOOR VINYL TO VINYL (AT COLOR CHANGE) CARPET TO CONCRETE 5UBFLOOR CARPET TO VINYL CARPET VINYL TRANSITION VINYL CARPET — CARPET TRANSITION 5UBFLOOR CARPET TO CARPET CARPET (MATCH PROVIDE FLOOR LEVELER AS TILE ELEV.) NEEDED FOR FLUSH TRANSITION TILE r 5UBFLOOR \ r CARPET TO TILE EDGE STRIP "U-SHAPED" OR HAS TOP LEDGE. FLOORING TRANSITIONS OCCUR WHERE DIFFERENT TYPES OF FLOORING MEET AND WHERE DIFFERENT COLOR5/TYPE5 OF THE SAME FLOORING MEET. LE FLOG TRA S DTLS 6 = 1-0 17 WINDOW SCHEDULE FRAME TYPE QTY. WIDTH HEIGHT GLA55 MATERIAL FRAME FINISH NOTES A -I I P- 7 1/2" G'- 10 1/2" SAFETY WD MATCH EXISTING A-2 2 1' - 4" G'- 10 1/2" SAFETY WD MATCH EXISTING B-1 5 I' - 7 1/2" G'- 10 1/2" EXISTING SAFETY EXISTING WD EXISTING RELOCATE EXISTING B-2 1 3' - 0" G'- 10 1/2" EXISTING SAFETY EXISTING WD EX15TING RELOCATE EXISTING B-3 1 3' - 2" G - 10 1/2" 1 EXISTING SAFETY EXISTING WD EXISTING RELOCATE EXISTING W11NDOW SCHEDULESCALE NO SCALE A 9 SAFETY GLAZING SAFETY GLAZING UNIT INCLUDES 1 1/2" 1 1/2" I 1/2" TRIM ON �-7I I /2" 1/ I 1/2' �_ 211 ALL SIDES, TYP. N N SIZES OF WINDOWS ARE INTENDED TO MATCH EXISTING WINDOWS IN SPACE. N N N N DETAILING FOR DOORS AND DOOR FRAMES ARE TO MATCH EXISTING DOORS. j J. N A -I N A-2 INT. WOOD WINDOW INT. WOOD WINDOW SCALE 10 WI DOW TYPES 1/4" = ROOM FINISH SCHEDULE NUMBER NAME FLOOR FIN. BASE FIN I WALL - NORTH I WALL - EAST I WALL - SOUTH I WALL - WEST CEILING COMMENTS I HALL EXISTING 5-1 PATCH EXISTING MATCH EXISTING EXISTING EXISTING 2 VESTIBULE T- I T- I P- I EXISTING P- I P-1 3 LOBBY EXISTING 13-1 PATCH EXISTING P-2 EXISTING EXISTING 4 RECEPTION EXISTING EXISTING EXISTING P-2 EXISTING EXISTING 5 STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING G SMALL CONFERENCE ROOM EXISTING 5-1 EXISTING P-2 EXISTING EXISTING 7 OFFICE EXISTING 13-1 EXISTING P-2 EXISTING EXISTING 8 OFFICE EXISTING 5-1 P-2 P- I EXISTING P-1 9 CLOSET EXISTING 13-1 P- I EXISTING EXISTING P- I 10 OFFICE EXISTING EXISTING P-2 EXISTING EXISTING EXISTING I I OFFICE EXISTING EXISTING P-2 P-2 EXISTING EXISTING 12 HALL EXISTING 5-1 PATCH P- I R- I P- I P-1 13 OFFICE EXISTING 5-1 EXISTING P-2 P-2 EXISTING 14 MAIL EXISTING 5-1 P-2 EXISTING EXISTING EXISTING 15 OFFICE REPLACE EXISTING 13-1 EXISTING P-2 EXISTING EXISTING REPLACE CARPET WITH EXISTING RELOCATED CARPET G OFFICE EXISTING 5-1 P-2 P-2 EXISTING EXISTING 17 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 18 OFFICE EXISTING EXISTING EXISTING EXISTING EX15TING EXISTING 19 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 20 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 21 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 22 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 23 OFFICE EXISTING EXISTING EX15TING EXISTING EXISTING EXISTING 24 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 25 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 2G OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 27 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 28 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 29 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 30 OFFICE EXISTING 13-1 EXISTING P- I P- I P-2 31 OFFICE CPT-1 13-1 P- I P-2 P- I P- I ACT- I PAINT CEILING GRID WHITE 32 OFFICE CPT-1 5-1 P- I P-2 P- I P- I ACT- I PAINT CEILING GRID WHITE 33 OFFICE CPT-1 13-1 P- I P-2 P- I P- I ACT- I PAINT CEILING GRID WHITE 34 OFFICE CPT-1 5-1 P- I P-2 P- I P- I ACT- I PAINT CEILING GRID WHITE 35 KITCHENETTE 51-1-1 5-1 P- I P- I P- I P- I ACT- I PAINT CEILING GRID WHITE 3G HALL EXISTING PATCH EXISTING MATCH EXISTING EXISTING MATCH EXISTING EXISTING EXISTING 37 STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 38 TRAINING ROOM CPT-1 , T-1 15-1 P-3 P-3 P-3 P-3 EXISTING 39 OFFICE CPT- I B- I P- I P- I P-2 P- I ACT- I PAINT CEILING GRID WHITE 40 OFFICE CPT-1 15-1 P- I P- I P-2 P- I ACT- I PAINT CEILING GRID WHITE 41 HALL CPT-1 13-1 P- I P- I P- I P- I ACT- I PAINT CEILING GRID WHITE 42 COPY ROOM 51-1-1 B- I PATCH P- I P- I P-1 P- I 43 SERVER EXISTING EXISTING EXISTING P- I EXISTING EXISTING 44 I.T. EXISTING 13-1 PATCH P- I P- I P-2 P-1 45 OPEN OFFICE CPT-1 13-1 PATCH EXISTING P-2 P- I P- I 4G OPEN OFFICE CPT-1 13-1 PATCH EXISTING P-2 EXISTING P-1 47 ELECTRICAL EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 48 STORAGE NO WORK NO WORK NO WORK NO WORK NO WORK NO WORK 49 SHOWER EXISTING NO WORK NO WORK NO WORK NO WORK NO WORK 50 WOMEN5 EXISTING NO WORK NO WORK NO WORK NO WORK NO WORK 51 MEN'S NO WORK NO WORK NO WORK NO WORK NO WORK NO WORK 52 JANITOR NO WORK NO WORK NO WORK NO WORK NO WORK NO WORK 53 HALL EXISTING, ALT #2 15-1 PATCH P- I P- I P- I P- I NEW CARPET PER ALTERNATE #2 54 LUNCH 51-1-1 5-1 P- I P-2 P- I P-2 55 OFFICE CPT-1 5-1 P- I P- I P-1 P-2 5G WORK ROOM EXISTING 5-1 EXISTING EXISTING P- I P-1 57 HALL EXISTING 13-1 P- I EXISTING EXISTING EXISTING 58 OPEN OFFICE EXISTING 13-1 EXISTING P- I EXISTING EXISTING ROOM FINISH SCHEDULE i "`4l1 DOOR SCHEDULE DOOR DOOR FRAME NUMBER LOCATION TYPE DOOR WIDTH DOOR HEIGHT THICKNE55 MATERIAL DOOR FINISH MATERIAL FRAME FIN15H NOTES I HALL A 3' - 0" 7' - 0" 1 3/4" SC WD ST, MATCH EXISTING WD 5T, MATCH EXISTING 2 VESTIBULE EXISTING 3' - 0" 7' - 0" 1 3/4" 3 STORAGE EXISTING 3' - 0" 7' - 0" 1 3/4" 4 SMALL CONFERENCE ROOM EXISTING 3' - 0" 7' - 0" 1 3/4" 5 LOBBY EXISTING 3' - 0" 7' - 0" 1 3/4" G OFFICE RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING EX15TING EXSITING 7 OFFICE A 3' - 0" 7' - 0" 1 3/4" 5C WD ST, MATCH EXISTING WD 5T, MATCH EXISTING 8 HALL RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING EXISTING EXSITING 9 HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 10 HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 11 HALL RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING WD EXSITING 12 OFFICE RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING WD EXSITING 13 OPEN OFFICE RELOCATED 3' - 0" 7' - O" 1 3/4" EXISTING EXISTING WD EX5ITING 14 OFFICE EXISTING 3' - 0" 7' - 0" 1 3/4" 15 OFFICE EXISTING 3' - 0" 7' - 0" 1 3/4" I G HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 17 HALL EXISTING 3' - 0" 7' - 0" 13/4" 18 HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 19 HALL EXISTING 3' - O" 7' - O" 1 3/4" 20 HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 21 HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 22 HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 23 HALL EXISTING 3' - 0" 7' - 0" 13/4" 24 HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 25 OPEN OFFICE EXISTING 3' - 0" 7' - 0" 1 3/4" 2G OPEN OFFICE EXISTING 3' - 0" 7' - 0" 1 3/4" 27 HALL RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING EXISTING EXSITING 28 OFFICE RELOCATED 3' - 0" 7' - 0" 1 3/4" 29 OFFICE RELOCATED 3' - 0" 7' - 0" 1 3/4" 30 OFFICE A 3' - 0" 7' - 0" 1 3/4" SC WD ST, MATCH EXISTING WD 5T, MATCH EXISTING 31 OFFICE A 3' - 0" 7' - 0" 1 3/4" SC WD ST, MATCH EXISTING WD 5T, MATCH EXISTING 32 HALL A 3' - 0" 7' - 0" 1 3/4" 33 HALL RELOCATED 3' - 0" 7' - 0" 1 3/4" 34 TRAINING ROOM EXISTING 3' - 0" 7' - 0" 1 3/4" 35 TRAINING ROOM RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING WD EX5ITING 3G OFFICE RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING WD EX5TING 37 OFFICE RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING WD EXSITING 38 HALL RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING WD EX5TING 39 COPY ROOM RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING WD EX51TING 40 I.T. B G' - O" 7' - 0" 1 3/4" SC WD ST, MATCH EXISTING WD 5T, MATCH EXISTING 41 I.T. C 5' - 0" 7' - 0" 1 3/4" SC WD 5T, MATCH EXISTING WD 5T, MATCH EXISTING DOUBLE ACTING 42 HALL EXISTING 3' - 0" 7' - O" 1 3/4" 43 ELECTRICAL EXISTING 3' - 0" 7' - 0" 1 3/4" 44 STORAGE EXISTING 3' - 0" 7' - 0" 1 3/4" 45 HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 4G HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 47 MEN'S EXISTING 3' - 0" 7' - 0" 1 3/4" 48 JANITOR EXISTING 3' - 0" 7' - 0" 1 3/4" 49 HALL EXISTING 3' - 0" 7' - 0" 1 3/4" 50 OFFICE RELOCATED 3' - 0" 7' - 0" 1 3/4" EXISTING EXISTING EXISTING EX5TING 51 HALL D 3' - 0" 7' - 0" 2" UNITS INCLUDE 1 1/2" TRI M ON H EAC " "" JAMBS, TYP. 111001'13 1) CARPET MATERIALS ARE REQUIRED TO BE OF CLASS I OR II MATERIAL5 AND SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA253. THE CLA551FICATION REFERRED TO HEREIN CORRESPONDS TO THE CLASSIFICATIONS DETERMINED BY NFPA 253 AS FOLLOWS: CLASS I, 0.45 WATT5/CM2 OR GREATER; CLASS II, 0.22 WATTS/CM2 OR GREATER. 0 50LID CORE PAIR 50LID CORE PAIR SOLID CORE WOOD DOOR WOOD DOOR WOOD DOOR MATERIAL SCHEDULE TAG DE5CRIPTION MANUFACTURER PRODUCT COLOR/PATTERN DOOR SCHEDULE NOSiLE CALE 1 ABBREVIATIONS RH - RIGHT HAND WD - WOOD LH - LEFT HAND FF - FACTORY FINISH RHR - RIGHT HAND REVERSE ST - STAIN LHR - LEFT HAND REVERSE- PTD - PAINT AL- ALUMINUM O.H. - OVERHEAD DOOR SC - SOLID CORE WOOD GL - GLAZING 5L - SLIDING DOOR DR - DOOR ACW - ALUM. CLAD WOOD STL - STEEL H.M. - HOLLOW METAL TEMP - TEMPERED GLAZING DETAILING FOR NEW DOORS � FRAMES ARE TO MATCH EXISTING DOORS lt FRAMES. NOTES SCALE 1/4" = 1'-0" ACT- I ACCOUSTICAL CEILING USG INTERIORS ECLIPSE CLIMA PLUS ILLU51ON TWO/24 (#78785) WITH DONN DX GRID MATCH EXISTING CEILING TILES AND GRID B- I RUBBER BASE ROPPE 4" RUBBER BASE 193 BLACK BROWN VERIFY EXISTING COLOR IN COMMON HALLWAYS 5-2 TILE BASE STATEMENTS 4" TILE BASE DARK GRAY: 4x24 TILE CUT 1 2x24 PIECES. ALL PIECES TO HAVE 3 FACTORY FIN15HED SIDES. CPT- I CARPET PATCRAFT P- I PAINT INTERIOR PAINT MATCH EXISTING WALLS P-2 PAINT 5HERWIN WILLIAMS INTERIOR PAINT SW 7025 BACKDROP P-3 PAINT 5HERWIN WILLIAMS INTERIOR PAINT 5W 7023 REQUISITE GRAY PL- I PLASTIC LAMINATE WIL50NART 4872-GO WESTERN STORM VERIFY FINISH WITH ARCHITECT PL-2 PLASTIC LAMINATE WIL50NART 7935-07 SHAKER CHERRY VERIFY FINISH WITH ARCHITECT PL-3 PLASTIC LAMINATE MATCH EXISTING COUNTERTOPS PL-4 PLASTIC LAMINATE MATCH EXISTING CABINETS 51-1-1 SHEET FLOORING MANNINGTON ASSURANCE[[ I G325 SABLE T- I TILE STATEMENTS PORCELAIN TILE, MODERN DARK GRAY: 12x24 TILE *- 3x24 BULLN05 WD- I WOOD STAIN INTERIOR WOOD STAIN I MATCH EXISTING STAIN .-7- The Dr if tmier Ar chitects, P.s. 7983 Leary Way NE Redmond, WA 98052 (425) 881-7506 mail@driftmier.com DOORS AND WINDOWS 3560 1 REGIST J'cl Jept'e Dri ' r T'WASHINGTON THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PRQO,JECTSS Fj�O� Rf�ADQD�ITIONS TO THIS PROJECT OR FOR PR1��iAOTIR �N�E'UTtl�IMJlJI�1`CIENG. Y OTHERS EXCEPT BY IE COMiR"�.�iANCES hedule NO. TYPHEVISI N DATE UL 13 2015 itY Of Tukwila DING DIVISION ....�.—REe ED CITY OF TUKWILA MAY 2 0 2015 PERMIT CENTER ISSUE DATE: 05/20/15 DRAWN BY: LRD CHECKED BY: RPD PROJECT NUMBER 21408 SHEET NUMBER 6v0� opq IL 0 �o TIC NATE Nt 0 0 d' 1/211 PLA5TIC LAMINATE 1= CV LVE5,ti Nr • B I T ti o R N I • • . ; C r The Dr iftmier Ar chitects, P.s. 7983 Leary Way NE Redmond, WA 98052 (425) 881-7506 mailCdriftmier.com CASEWORK 3560 � REGIS leptice Dri ra'r T�'WASHINGTON THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY