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Home My WebLink AboutPermit D18-0318 - KAWNEER - RESTROOMSKAWNEER 18235 OLYMPIC AVE S FINALED 2/16/2022 018-0318 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index.html Fire Inspection Request Line: 206-575-4407 Web site: http://www.TukwilaWA.gov 7888900152 18235 OLYMPIC AVE S Project Name: KAWNEER DEVELOPMENT PERMIT Permit Number: D18-0318 Issue Date: 4/8/2021 Permit Expires On: 10/5/2021 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LIT KENT VALLEY 1717 MCKINNEY AV STE 1900, DALLAS, WA, 75202 NADIA AZAROVA Phone: (206) 408-8641 1200 FIFTH AVE - SUITE 1300, SEATTLE, WA, 98101 NORTHWAY CONSTRUCTION INC Phone: (253) 753-8100 1433 VALENTINE AVE SE SUITE 102, PACIFIC, WA, 98047 NORTHCI905CQ Expiration Date: 2/18/2022 KAWNEER 19441 66TH AVE S KENT WA 98032 DESCRIPTION OF WORK: ENLARGEMENT OF EXISTING MEN'S RESTROOM CONSISTING OF SHOWER AND PARTITION REMOVAL, INSTALLING TWO NEW TOILET FIXTURES, ADDITIONAL DOOR AND PARTITION. CONSTRUCTIOON OF NEW SINGLE OCCUPANCY WOMEN'S TOILET ROOM. ALL WITHIN EXISTING TENANT SPACE. Project Valuation: $30,000.00 Fees Collected: $1,223.10 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: Tukwila Occupancy per IBC: B Water District: Tukwila Sewer District: Tukwila Current Codes adopted by the City of Tukwila: 1 International Fire Code EditiT' International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2018 2018 2018 2018 2018 2018 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2020 2020 2020 2018 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: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No 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. 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: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered nrnfneeinnnl onnir.oer li.,o..cetd 7n H,,, :... 8: There shall be no occupancycoof a building until final inspection has been co feted and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 17: The total number of fire extinguishers required for a Tight 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) 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 18: Maintain fire extinguisher coverage throughout. 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: 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) 23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 22: 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 r 27: 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) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 26: 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) 29: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 32: ***PUBLIC WORKS PERMIT CONDITIONS*** 33: 1) Prior to final permit sign -off applicant shall submit copy of backflow test report for irrigation Double Check Valve (DCVA). 34: 1) Prior to final permit sign -off applicant shall submit copy of backflow test report for irrigation Double Check Valve (DCVA). 35: Applicant shall apply for a separate Public Works Construction Permit to install a domestic water Reduced Pressure Principle Assembly (RPPA) downstream of the existing water meter. The RPPA shall be installed by the end of January 2019 per October 26, 2018 email from Georgia Ferrer, I D S Real Estate Group, phone 206 438-4340. 36: Applicant shall apply for a separate Public Works Construction Permit to install a domestic water Reduced Pressure Principle Assembly (RPPA) downstream of the existing water meter. The RPPA shall be installed by the end of January 2019 per October 26, 2018 email from Georgia Ferrer, I D S Real Estate Group, phone 206 438-4340. PERMIT INSPECTIONS REQUIRED Permit Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index.html Fire Inspection Request Line: 206-575-4407 1700 BUILDING FINAL** 0409 FRAMING 0606 GLAZING 0502 LATH_GYPSUM BOARD 0608 PIPE INSULATION 0603 ROOF_CEILING INSUL 0601 WALL INSULATION 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. t 1 e ^ ©R 1 Project No. ``,, Date Application Accepted: (V� ).7 Date Application Expires: —1 )-' 1 f (For office 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 Site Address: 18235 Olympic Ave. S, Bldg 469 Tenant Name: Kawneer PROPERTY OWNER Name: LIT Kent Valley, LLC Address: 1717 McKinney Avenue, Suite 1900 City: Dallas State: TX Zip: 75202 CONTACT PERSON - person receiving all project communication Name: Nadia Azarova Address: 2505 Third Ave, Suite 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: (206) 720-2949 Email: nadia@craftarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 788890-0152 Suite Number: 18235 Floor: 1 New Tenant: ❑ Yes m ..No ARCHITECT OF RECORD Company Name: Craft Architects Architect Name: Kathryn M. Craft Address: 2505 Third Ave., Suite. 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: (206) 720-2949 Email: kathy@craftarchitects.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)1A'2 Name: >i. - Address: ``t-//,,1 /l�oirv� 9 p(/o i�(e 6 v l 41 10 v I i`V f*� S 0 Y �rty City: State:! A Zip: cib [r..< . rr BUILDING PERMIT INFORMATION- 206-431-3670 Valuation of Project (contractor's bid price): $ 30,000 Describe the scope of work (please provide detailed information): Enlargement of existing men's restroom consisting of shower and partition removal, installing two new toilet fixtures, additional door and partition. Construction of new single occupancy women's toilet room. All within existing tenant space. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC P` Floor 35,222 230 IIIB B/S-1 2nd Floor 3"d 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? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: iii Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. PUBLIC WORKS PERMIT INFOQATION — 206-433-0179 Q Scope of Work (please provide detailed information): Tenant alteration consisting of: expansion of existing man's restroom and addition of new, single occupancy women's restroom within existing office/ warehouse space. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 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 apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip 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 O AUTHORIZED AGENT: Signature: Date: lD/l//ZO/ Print Name: Nadia Azarova Day Telephone: (206) 720-7001 Mailing Address: 2505 Third Ave., Suite 324 Seattle WA 98121 City State Zip DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $462.26 D18-0318 Address: 18235 OLYMPIC AVE S Apn: 7888900152 $462.26 Credit Card Fee $13.46 Credit Card Fee R000.369.908.00.00 0.00 $13.46 DEVELOPMENT $448.80 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15602 R000.345.830.00.00 0.00 $448.80 $462.26 Date Paid: Friday, October 12, 2018 Paid By: MITCHELL S HOGAN Pay Method: CREDIT CARD 037013 c CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/12/2018 08:02:35 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********0173 K TRAN AMOUNT: $462.26 APPROVAL CD: 037013 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Permit Inspections City of Tukwila Permit Number: D18-0318 Applied: 10/12/2018 Approved: 3/31/2020 Issued: 4/8/2021 Finaled: 2/16/2022 Status: FINALED Parent Permit: Parent Project: Details: Description: KAWNEER Site Address: 18235 OLYMPIC AVE S City, State Zip Code:TUKWILA, WA98188 Applicant: KAWNEER Owner: LIT (CENT VALLEY Contractor: NORTHWAY CONSTRUCTION INC ENLARGEMENT OF EXISTING MEN'S RESTROOM CONSISTING OF SHOWER AND PARTITION REMOVAL, INSTALLING TWO NEW TOILET FIXTURES, ADDITIONAL DOOR AND PARTITION. CONSTRUCTIOON OF NEW SINGLE OCCUPANCY WOMEN'S TOILET ROOM. ALL WITHIN EXISTING TENANT SPACE. WO INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS GLAZING Building Inspector Notes: 1/4/2022 1/4/2022 SPRINKLER COVER Patrick Smith APPROVED Notes: Approved F21-0120 1/6/2022 AM 1/6/2022 FRAMING Bill Centen PARTIAL APPROVAL Doug Berry 253.259.7391 Notes: Framing is approved for per new revision for adding (1) new restroom only 1/10/2022 1/10/2022 PIPE INSULATION Bill Centen NOT APPROVED Notes: Not ready. Will inspect at final inspection 1/10/2022 1/10/2022 FRAMING Bill Centen PARTIAL APPROVAL Doug Berry 253.259.7391 Notes: Applicant added (1) unisex bathroom. Ok to cover 1/10/2022 1/10/2022 WALL INSULATION Bill Centen APPROVED 253-259-7931 Notes: 1/10/2022 1/10/2022 ROOF —CEILING INSUL Bill Centen APPROVED Notes: Permit Inspections City of Tukwila 1/13/2022 AM 1/13/2022 LATH_GYPSUM BOARD Bill Centen APPROVED (253)259-7931 Notes: 2/3/2022 2/8/2022 SPRINKLERS Patrick Smith APPROVED I 2532597931 Notes: Approved F21-0120 2/8/2022 PM 2/8/2022 FRAMING Bill Centen APPROVED 2532597931 Notes: 2/8/2022 PM 2/8/2022 BUILDING FINAL** Bill Centen NOT APPROVED Notes: 1. Pending Fire Department approval for Sprinklers and Final. 2/8/2022 2/8/2022 FIRE FINAL Patrick Smith APPROVED Notes: Approved 2/8/2022 2/8/2022 SPRINKLER FINAL Patrick Smith APPROVED Notes: F21-0120 2/16/2022 AM 2/16/2022 FRAMING Bill Centen APPROVED 12532597931 Notes: Framing was already approved on 2/8/2022. 2/16/2022 AM 2/16/2022 PIPE INSULATION Bill Centen APPROVED 12532597931 Notes: 2/16/2022 AM 2/16/2022 BUILDING FINAL** Bill Centen APPROVED 12532597931 Notes: City of Tukwila Department of Community Development 9/1/2021 NADIA AZAROVA 1200 FIFTH AVE - SUITE 1300 SEATTLE, WA98101 RE: Permit No. D18-0318 KAWNEER 18235 OLYMPIC AVE S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/5/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/5/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D18-0318 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 3/5/2020 NADIA AZAROVA 1200 FIFTH AVE SEATTLE, WA 98101 RE: Permit Application No. D18-0318 KA WNEER 18235 OLYMPIC AVE S Dear NADIA AZAROVA, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 10/12/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 4/12/2020. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0318 City of Tukwila Allan Ekberg, Mayoi Department of Community Development - Jack Pace, Director October 7, 2019 Nadia Azarova 1200 Fifth Ave, Suite 1300 Seattle, WA 98101 RE: Request for Extension #2 Permit Number D18-0318 Dear Nadia, This letter is in response to your written request for an extension to Permit D18-0318. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through April 12, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, :OA/ (6taC./(/ Kandace Nichols Permit Technician File: Permit No. D18-0318 Kandace Nichols From: Nadia Azarova <NAzarova@nelsonww.com> Sent: Thursday, October 3, 2019 10:06 AM To: Kandace Nichols Subject: RE: Extension request for Permit #D18-0318 expiring on 10/12/19 Ka ndice, The client would like us to revise the current layout and re -submit for the post -permit revision. Thank you for taking care of this, Nadia Azarova AIA, NCARB, LEED AP BD+C Project Architect Office 206 408 8500 Direct 206 408 8641 New Email: NAzarova@nelsonww.com WWW.NELSONWORLDWIDE.COM WWW.CRAFTARCHITECTS.COM NE LSON FORMERLY CRAFT ARCHITECTS WE'VE MOVED 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 Request for Extension # Current E; piration Date: 40 •'j.) -f Extension equest: Approved for days Denied (provide explanation) From: Kandace Nichols <Kandace.Nichols@TukwilaWA.gov> Sent: Thursday, October 3, 2019 9:24 AM To: Nadia Azarova <NAzarova@nelsonww.com> Subject: RE: Extension request for Permit #D18-0318 expiring on 10/12/19 Hi Nadia- Signature;Initials I will forward the request to the building official for approval. Can you please provide a brief description for the cause of needing the extension? Kandace Nichols Permit Technician! City of Tukwila 6300 Southcenter Bl, Suite 100 'Tukwila, WA 98188 T: 206-431-3672 I F: 206-431-3665 From: Nadia Azarova <NAzarova@nelsonww.com> Sent: Thursday, October 3, 2019 9:13 AM To: Kandace Nichols <Kandace.Nichols@TukwilaWA.gov> Cc: Hogan, Mitchell S. <Mitchell.Hogan arconic.com>; Georgia Ferrer <gferrer@idsrealestate.com>; Jessica Bradley <JessicaBradlev@nelsonww.com> Subject: Extension request for Permit #D18-0318 expiring on 10/12/19 Hi Kandice, As we spoke on the phone, Our client would like to apply for the permit extension for Permit #D18-0318 that is due to expire on 10/12/2019. Please let me know what would be process and what would be our next step for it. Thank you! Nadia Azarova AIA, NCARB, LEED AP BD+C Project Architect Office 206 408 8500 Direct 206 408 8641 New Email: NAzarova(c�nelsonww.com WWW.NELSONWORLDWIDE.COM WWW.CRAFTARCHITECTS.COM NELSON FORMERLY CRAFT ARCHITECTS WE'VE MOVED 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. City of Tukwila Department of Community Development 9/3/2019 NADIA AZAROVA 1200 FUFTH AVE SEATTLE, WA 98101 RE: Permit Application No. D18-0318 KAWNEER 18235 OLYMPIC AVE S Dear NADIA AZAROVA, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 10/12/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 10/12/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0318 City of Tukwila Allan Ekberg, Mayor Department of Community Development- Jack Pace, Director April 15, 2019 Mitchell Hogan 555 Guthridge Court Norcross, GA 30092 RE: Request for Extension #1 Permit Number D18-0318 Dear Mitchell, This letter is in response to your written request for an extension to Permit D18-0318. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 12, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Kandace Nichols Permit Technician File: Permit No. D18-0308 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov KAWNEER AN ARC(NK; COMi'ANY Bill Rambo 6300 Southcenter Blvd Suite 100 Tukwila, WA 98188 RE: Permit Application No. D18-0318 KAWNEER 18235 Olympic Ave South Dear Mr. Rambo, RECEIVED 052019 COMMUNITY DEVELOPMENT Due to a corporate mandated project standstill at our Tukwila location, we are requesting an application extension regarding Permit Application No. D18-0318. The project standstill is part of a corporate review of all open projects for realignment through 2019. If you deem acceptable, we wish to extend the application timeline based on the need to present further information prior to the project proceeding. Thank you for your time and consideration, please do not hesitate to contact me personally with any questions. Regards, Mitchell Hogan Process Engineer Kawneer 555 Guthridge Court Norcross, GA 30092 770-734-1572 Office Kawneer.com l mitchell.hogan a;arconic.com Request for Extension # Current Fz-piration Date: Li - 12 Extension -;request: Approved for IJ Denied (provide explanation Si nature/I nitials ,' I y/ g , days Kawneer Cor eeny, rN c City of Tukwila Department of Community Development 3/1/2019 NADIA AZAROVA 2505 THIRD AVE - SUITE 324 SEATTLE, WA 98121 RE: Permit Application No. D 18-0318 KAWNEER 18235 OLYMPIC AVE S Dear NADIA AZAROVA, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 10/12/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 4/12/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0318 0 Joanna Spencer From: Georgia Ferrer <gferrer@idsrealestate.com> Sent: Friday, October 26, 2018 11:15 AM To: Joanna Spencer Cc: Hogan, Mitchell S.; Nadia Azarova; Michael Shaheen Subject: RE: Kawneer TI, bldg 469 Hi Joanna — IDS represents LIT Kent Valley, LLC at the 18235 Olympic Ave S., Tukwila location, also known as Bldg 469. We are in receipt of your notice requiring the installation of an RPPA for this location. IDS is bidding the work to three qualified contractors, with bids due by November 2, 2018. We will then choose a contractor and obtain approval from ownership prior to contracting for the work. Estimated completion of all work e should be no later than January 31, 2019. Please feel free to reach out to me directly with any questions or concerns. Thank you. i D S REAL ESTATE GROUP Georgia Ferrer I D S Real Estate Group 6811 S 204th St., #390 Kent, WA 98032 206-438-4340 E: Qferrer(a)idsrealestate.com www.idsrealestate.com From: Nadia Azarova [mailto:nadia@craftarc itects.com] Sent: Thursday, October 25, 2018 3:06 PM To: Georgia Ferrer Cc: Hogan, Mitchell S.; Joanna.Spencer@tukwilawa.gov Subject: RE: Kawneer TI, bldg 469 Hi Georgia, I just spoke with Joanna Spencer with the city of Tukwila, who sent us the letter on water and landscape irrigation requirements. She told me that you can send her an email on your letterhead stating all of the below and giving an approximate time frame for the backflow installation. Joanna has told me that if you state that work will be finished end of January 2019, it would likely give you enough time and would be sufficient. If this is something not doable for you, please reach out to Joanna directly. Please also attach the irrigation backflow test results with your letter. Thank you, Nadia Azarova Craft Architects PLLC, A NELSON Brand p: 206.720.7001 -1 From: Georgia Ferrer [mailto:gferrer@idsrealestate.com] Sent: Tuesday, October 23, 2018 11:06 AM To: Nadia Azarova <nadia@craftarchitects.com> Subject: RE: Kawneer TI, bldg 469 Hi Nadia - did get this and am taking the following actions: 1. Irrigation backflow being tested this week 2. Bidding out for backflow installation. Im assuming this might take a while for bidding, approval and installation - will the City accept our word we are doing it? IDS REAL ESTATE GROUP Georgia Ferrer I D S Real Estate Group 6811 S 204th St., #390 Kent, WA 98032 206-438-4340 E: gferrerCcilidsrealestate.com www.idsrealestate.com [mailto: nadia(@craftarchitects.com] Sent: Tuesday, October 23, 2018 11:04 AM To: Georgia Ferrer Subject: Kawneer TI, bldg 469 Hello Georgia, From: Nadia Azarova I am an architect working on Kawneer TI - Suite 18235, BIdg,469. We have applied for a permit and are in the reviews phase. You should have received the copy of the attached letter. This is the only action that needs to take place, before permit will be issued. Would you please let us know how you will proceed. Thank you! Regards, Nadia Azarova, AIA Project Architect ■ NELSON CRI1f7' One of Washington's Fastest Growing Companies" 2505 Third Avenue, Suite 324 Seattle, WA 98121 p: 206.720.7001 www.craftarchitects.com a CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. c City of Tukwila Allan Ekberg, Mayor Public Works Department - Bob Giberson, Director October 16, 2018 Lit Kent Valley 1717 McKinney Ave., Suite 1900 Dallas, TX 75202 RE: Kawneer Tenant Improvement 18235 Olympic Ave S, Bldg. 469 Permit Number: D18-0318 To Whom It May Concern: In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the domestic, fire prevention and irrigation water supply lines to the building. The program requires elimination or control of any cross -connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the domestic water and landscape irrigation. a) Domestic Water A Reduced Pressure Principle Assembly (RPPA) shall be installed immediately downstream of the existing 1.5" permanent water meter for premise isolation. Installation at another location requires the Public Works Director approval. The RPPA shall be installed in a Hot Box/Rock or equal freeze protection enclosure. On your site plan, show the property lines, location of the domestic water meter and proposed RPPA location. Call out size/manufacturer/model number of the proposed RPPA and submit a backflow cut sheet. b) Landscape Irrigation Service The 1.5" irrigation Double Check Valve Assembly (DCVA) is overdue for testing. It was due for testing August 2018 but Public Works has not yet received a test report for it. It is located in the landscape south of the entrance to the complex behind the meter. If you need assistance locating the above backflow deficiencies in the field, please contact Mr. Todd Reedy, Public Works Water Quality Specialist at (206) 571-6309. The Public Works Director will withhold issuance of the Kawneer Tenant Improvement Permit until a separate Public Works Type C Construction permit for the RPPA is applied for and Public Works has received a passing test report for the DCVA. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for backflow installation and a small technology fee). An additional 2.5% of subject construction cost will be assessed at the time of permit issuance. Buildioq 6.300 S7iitthcvl tor- `'sc'('tovo 'ci tiurit 1OO ) 188 Lit Kent Valley October 16, 2018 Page 2 The Applicant also has an option to post a bond or other financial guarantee for installation of the RPPA in the amount equal to 150% of the design, installation and testing cost of the subject backflow, together with a letter confirming the installation in no more than 120 days. I have enclosed Public Works Bulletin C5 to help you. Please contact me at (206) 431-2440 or via email at Joanna.spencer(a tukwilawa.gov. Sincerely, Jo Irma Spencer Development Engineer enclosures: Public Works Bulletins #A1,-2,-9 and C5 Public Works Permit Application cc: Todd Reedy, Water Department Nadia Azarova, Applicant (W:PW Eng/Other/Joanna S/Letter Lit Kent Valley 101618) 0 PLAN REVIEW/ROUTING SLAP PERMIT NUMBER: D18-0318 DATE: 11/18/21 PROJECT NAME: Kawneer SITE ADDRESS: 1823,5 OlympiT c Ave S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: Building Division k- I((M.()-1 Public Works 112 Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 11/23/21 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 01/18/22 Approved with Conditions Denied (ie: Zoning Issues) El Fire Fees Apply Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: -PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0318 PROJECT NAME: KAWNEER DATE: 02/20/2020 SITE ADDRESS: 18235 CASCADE AVE S Original Plan Submittal Response to Correction Letter # _ X Revision # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division 4013,1\eui Public Works ANI Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable I I (no approval/review required) REVIEWER'S INITIALS: NE AT 411 Planning Divisio\1 Permit Coordinator DATE: 02/21/20 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 04/07/20 Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 5ERMIT COORD COPY � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0318 DATE: 10/12/18 PROJECT NAME: KAWNEER SITE ADDRESS: 18235 OLYMPIC AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: c 0-tvt Building Division III Pu lc Wor s +VI kc to—(q1b A/4 1b -S-i Fire Prevention Planning Division a Structural Permit Coordinator III PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: DUE DATE: 11/13/18 DATE: 10/16/18 Structural Review Required APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Review.,, Approved with Conditions Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: Date: 11/16/2021 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D18-0318 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # before Permit is Issued • Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA NOV 18 2021 PERMIT CENTER Project Name:_KAWNEER Project Address:_18235 OLYMPIC AVE S Contact Person: NADIA AZAROVA Phone Number: (206)408-8641 Summary of Revision: This is TI work in existing building. After the start of construction plumbing contractor has discovered that the available plumbing line is 3" line and therefore cannot support the number of plumbing fixtures shown on the drawings. Therefore one restroom has been removed to bring number of fixtures in compliance with the plumbing code. Currently construction has been halted pending the resubmittal approval. The current state causes an inconvenience to Kawneer employees. Kawneer (tenant) would greatly appreciate possibility of quick review and approval of this resubmittal by the City of Tukwila. O City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Sheet Number(s): T1.1, A0.1, A2.1, A2.2, A5.1, A6.1, A8.1 REVISION SUBMITTAL "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on f City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a2-0/ 202-67 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ' before Permit is Issued Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: kA1.0/4,C=l ; Project Address: /� � J 0GY/iP/ef 5? l� j Contact Person: Al - /4 A 2AP.- Phone Number: /,-2/41 aco Summary of Revision: t la -03/<3 T4(74 :3 TZ7 ' '£ X/S''Ti cy `S,J A 74IP �4 L4 /' 4' Jul 5 i 7< Z //G4 ,Q�� D T s S E7C ti •24- /547/4 . rTCD; L� � —r r,rS Gfez -77 )(J (,2 Sem T h %D O7L--• € 1. ( i S' �G 6V-14„/14 A c RECEIVEU CITY OF TUK!^t!LI.. FEB 2.0 zuzu Sheet Number(s): `�"/ 7 A 2 ), l42. % A 2 2 "Cloud" or highlight all are4s of revision including date of revisl Received at the City of Tukwila Permit Center by: ®Entered in TRAKiT on 2L Z814 �i; /� 4ERMI? rFNTFP 11.11, Wwington Sate Dtp.07 of kl Labor & Industriesffittps://Ini.wa.gov). NORTHWAY CONSTRUCTION INC Owner or tradesperson Principals FRY, KYLE RAY, PRESIDENT FRY, SONYA LEIGH, SECRETARY (End: 01/29/2016) Doing business as NORTHWAY CONSTRUCTION INC WA UBI No. 602 977 633 1433 VALENTINE AVE SE SUITE 102 PACIFIC, WA 98047 253-735-8100 KING County Business type Corporation License 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. NORTHCI905CQ Effective — expiration 02/18/2010— 02/18/2022 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 250161C $12,000.00 Received by L&I Effective date 01/24/2011 02/01/2011 Expiration date Until Canceled Insurance .............................. BITCO General Ins Corp $1,000,000.00 Policy no. CLP3690246 Received by L&I Effective date 01/05/2021 01/18/2020 Expiration date 01/18/2022 Insurance history Savings 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 ......................................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ....................................................... No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications ................................................................... No active certifications exist for this business. ABBREVIATIONS SYMBOLS PROJECT DIRECTORY APPROVED BY; V 0 1 it AB AC A/C ACP ACT ADH ADJ AF AFF AHl AL ALT ANGLE CENTER LINE DIAMETER OR ROUND NUMBER OR PWND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL CEILING PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ACCESS FLOOR AT/ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION ALUMINUM ALTERNATE AP ACCESS PANEL APC ACOUSTICAL PANEL CHUNG APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BOARD BETW BETWEEN BLK BLOCK BLDG BUILDING BM BEAM BRG BEARING BOT BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CABINET CB CATCH BASIN CBU CEMENTIITDUS BACKER UNIT CEM CEMENT CER CERAMIC CFM CUBIC FEET PER MINUTE CET CONDUCTIVE FLOOR TILE CG CORNER GUARD CHBD CHALKBOARD CI CAST IRON CTT CONTROL JOINT CLF CHAIN LINK FENCE CLG CEILING C1 CONSTRUCTION JOINT CLK CAULKING CLO CLOSET CIA CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CORR CPT cr CTR CY DBL DEPT DF DIA DIAG DIM DISP DN DR DTL DWR DS DW DWG E EA EB EJ EL ELEC ELEV EM EMER ENCL EP EWC EPX EQ EQUIP EST EX EXIST EXT FA FB0 FCIC FCrY FD FDN FE FEC FF FIN FL FLG .1 (COVER SHEET SMALL).dwp 11/15/21-3:57pm 18-130_ CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DRINKING FWNTAIN(W/0 COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DETAIL DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR FLASHING FLUOR FM FOC FOF FOIC F010 FOS FS Fr FIG FTIC MO FURR FUT FUTURE- RIO GA GALV GB GC GL GLB GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT FRG HVAC HWH IBC ID IEC IFC IG IHM IN 1NCL INSUL INT IPC JAN JT KIT KO KS LAM LAV LB LF LG LH LINO IKR LT MACH MAIL MAX MECH MEZZ MFR MH MIN MIR MISC MW MRGWB MTD MTL MULL N NIC NO/# NOM NTS OA OC OD OFF OH OPH OPNG OPP PERP PFN PL PIAM PLYWD PNL PNT PR FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GLU-LAM BEAM GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILATION/ AIR CONDITIONING HOT WATER HEATER INTERNATIONAL BUILDING CODE INSIDE DIAMETER/ DIMENSION INTERNATIONAL ELECTRIC CODE COUNCIL INTERNATIONAL FIRE CODE INSULATED GLAZING INSULATED HOLLOW METAL INCH INCWDE INSULATION INTERIOR INTERNATIONAL PLUMBING CODE JANITOR JOINT KITCHEN KNOCKOUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL MF77ANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GWB MOUNTED METAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PS PSF PSI PT PTD PTD/R PIN PTA PVMT PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QT QUARRY TILE R RA RAD R8S RB RCP RD RD/0 REBAR REF REFR REINF REQ'D REV RH RESIL RM RO RT RUB RW RWL RISER RETURN AIR RADIUS ROD & SHELF RESILIENT BASE REFLECTED CEILING PLAN ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESILIENT ROOM ROUGH OPENING RESILIENT TILE RUBBER RAIN WATER RAIN WATER LEADER SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHD SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SHTG SHEATHING SIM SIMILAR SNK SINK SLR SEALER STUD SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SQ SQUARE SST STAINIFSS STEEL SSK SERVICE SINK ST STONE/STONE TILE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T TREAD TB TOWEL BAR T&B TOP & BOTTOM TG TEMPERED GI 455 THK THICK TIG TEMPERED INSULATED GLAZING TO TOP OF TOC TOP OF CONCRETE TOP TOP OF PAVEMENT TOS TOP OF STEEL TOSL TOP OF SLAB TOW TOP OF WALL TP0 TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPTN TOILET PARTITION TS TUBULAR STEEL TV TELEVISION TYP TYPICAL UL UNF UON UR VAR VCT VERT VEST VIN VWC UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL VINYL WALL COVERING W WEST W/ WRH W/O WITHOUT WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WIRE GLASS WHSE WAREHOUSE WP WATER PROOF WR WATER RESISTANT WSCF WAINSCOT WT WEIGHT XFMR TRANSFORMER YD YARD COLUMN LINE/GRID LINE DOOR/RELTTE NUMBER CORRESPONDS TO ROOM ENTERING 107B Jl KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT 0L492) EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL OR ENLARGED PLAN DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES A TITLEI TlTLE2`\ T[RE3 ROOM # 78 - - 71 PNORTHTH N 91-0" WINDOW SYMBOL INTERIOR ELEVATION(S1 ELEVATION IDENTIFICATION SHEET WHERE ELEVATION 15 DRAWN ROOM IDENTIFICATION ROOM NAME ROOM NO. FINISHED CEILING HEIGHT PROPERTY UNE NEW OR FINISHED CONTOURS f EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH DENOTES CHANGE IN ELEVATION FINISH SYMBOL 1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDmONS, AND FOR COMPLIANCE WITH 0.S.H.A. SAFETY STANDARDS, ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2, EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBIECRON TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4, THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HEW UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNERjTENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES, 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 7. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT" SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TC BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/OR PRIVATE. 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-01 O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 798 FIRE BLOCKING MID DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17, ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED T0, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. THESE DRAWINGS DO NOT REFLECT THE GUIDELINES SET FORTH BY THE WORLD HEALTH ORGANIZATION AND CENTER FOR DISEASE CONTROL OR OTHER GOVERNMENTAL AGENCY GUIDELINES RELATED TO COVID-19. OCCUPANT LOADS OF 15 OR LESS CAN BE SERVED WITH ONE RESTROOM OCCUPANT LOADS OF 15 OR LESS CAN BE SERVED WITH ONE RESTROOM e ARCHITECT/CONTACT: OWNER: TENANT: NELCO ARCHITECTURE INC. 1200 FIFTH AVE, STE. 1390 SEATTLE, WASHINGTON 98101 IDS REAL ESTATE GROUP 6811 S 204TH ST #390 KENT, WA 98032 KAWNEER 555 GUTHRIDGE COURT NORCROSS, GA 30092 CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: NADIA AZAROVA (206) 720-7001 NACIA@CRAFTARCHITECrS.COM GECRGIA FERRER (206) 438-4340 GFERRER@IDSREALESTATE.COM MITOIELL HOGAN (770) 734-1572 MITCHE LL. HOGAN@ARCONIC.COM GENERAL CONTRACTOR: NORTHWAY INC 1433 VALENTINE AVE. SE #102 PACIFIC, WA 98047 CONTACT: PHONE: EMAIL: COLBY LECLAIRE (253) 735-8100 COLEY@NORTHWAYINC.COM VICINITY MAP NTS TAX PARCEL # 788890-0152 LEGAL DESCRIPTION SWTHCENTER SOUTH INDUSTRIAL PARK LOT 21 OF TUKWILA SHORT PLAT NO 78-45-SP REC NO 790501109E 5D PLAT DAF - POR LOTS 14 & 15 OF SD SUBD BEG AT SW COR OF Si) LOT 15 TH N 11-23-50 E ALG W LN OF SD LOT 15 DIST 698.25 FT TO PTA TH N 78-36-10 W DIST OF 30 FT TH N 11-23-50 E DIST 38,35 FT TO NE COR OF LOT 14 AS AD] BLA DATED 9-21-78 BLA-5.78 REC NO 781115 -1005 & TPOB TH N 78-36-10 W ALG SD N LN DIST OF 393.42 FT TO W BDRY OF SD LOT 14 TH ALG GORY OF LOTS 14 & 15 WITH FOLG BRCS & DISTANCES N 09-50-00 E 27.62 FT N 08-45-00 E 98 FT N 06-07-00 E 101 FT N 03-26-00 E 98 FT N 01-17-00 E 99 FT N 04-49-00 E 101 FT N 33-41-00 E 41 FT N 16-40-00 E 59 FT N 26.18-00 E 99 FT N 46-06-00 E 103 FT N 63-00-00 E 100 FT N 82-28-00 E 99 FT S 75-45-00 E 100 FT S 56-11-00 E 99 FT S 4426-00 E 100 FT S 37-39-00 E 100 FT 5 36-49-00 E 99 FT 5 36-08-00 E 100 FT S 35-35-00 E 99 FT 5 29-38-00 E 99 FT S 25-20-00 E 100 FT S 23-04-00 E 99 FT S 24-51-00 E 100 FT S 44-29.00 E 40.92 FT TH LEAVING SD HOMES 511-23-50 W ALG E LN OF SD LOT 15 DIST 149.52 FT TH ALG CRV TO LFT CENTER OF WCH BEARS 5 58-03-06 W RAD OF 110 FT ARC DIST 89.57 FT THRU C/A OF 46-39-16 TH N 78-36-1D W DIST OF 480 FT TH ALG CRV LFT MD 110 FT ARC DIST 133.62 FT THRU GA OF 69-35-47 TH N 78-36-10 W DIST OF 6.90 FT TO TPOB LESS BEG AT SD PT A TH N78.36-10W DIST 30 FT TH N 11-23-50 E DIST 30 FT TO ROB TH N 11-23-50 E DIST 38.35 FT TO NE COR LOT 14 AS ADJ BLA-5-78 TH S 78-36-10 E DIST 6.90 FT TO W MGN OLYMPIC AVE TH SLY ALG SD W MGN TO FOB CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 20151ECC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 INC ZONING DISTRICT: EXISTING OCCUPANCY 0 ASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: FLOOR AREAS: OFFICE (B) - LISTING OFFICE (B) - NEW RESTROOM WAREHOUSE (S-1) - EXISTING TOTAL FLOOR AREA OF THE SUITE: 1 FOR ANY OCCUPANCY EXCEEDING 30 FOR THE FIRST 150 OCCUPANTS; 1 ADDITIONAL FOR EAC S00 OCCUPANTS C/ L1 B (OFRCE)/S-1(WAREHOUSE) Ill-B FULLY SPRINKIERED REVISION 2 -atom*Na I i-C.-)I;} "ar rei,gw apprarar s 5uckt3 €c 'MNr::��: �' t111Ov3E A6pr0aa$ of tenant -too 3mann ties • ,:,` autno.ue Na vroranon of a:y Dtfoolta ,;,,ot a wa;:rice Rece:at of aQa:1,,f'J rTb C.... iv oomit,ons S ac.now r e UILUING C!.V15.- A Initials Date SITE/BUILDING PLAN er NTS PROJECT DESCRIPTION TENANT ALTERATION CONSISTING OF: ADDITION OF NEW UNISEX OCCUPANCY TOILET ROOM INDEX OF DRAWINGS TL.1 GENERAL INFORMATION & SITE PLAN T1.2 ACf FCSIBILITY GUIDELINES A0,1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN A1,1 DEMOLITION FLOOR PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A5.1 INTERIOR ELEVATIONS & DETAILS A6.1 DOOR & FINISH SCHEDULES ABA WALL TYPES t ISSUE DATE POST PERMIT POST PERMIT REVISION DATE REVISION DATE 10/10/18 02/21/20 11/18/21 10/10/18 10/10/18 02/21/20 11/18/21 10/10/18 02/21/20 11/18/21 10/10/18 02/21/20 11/18/21 10/10/18 02/21/20 11/18/21 10/10/18 02/21/20 11/18/21 10/10/18 02/21/20 11/18/21 10/10/18 PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUIWING SQUARE FOOTAGE INCREASES. SEPARATE PERMIT REQUIRED FOR: ET- Mechanical Enectrical L Plumbing i a- Gas Piping City of Tukwila OVILDING DIVISION < KAWNEER AN ARCONIC COMPANY NELSOK Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com KAWNEER TI c/) Li H 0 J 0 N GO 1-1 TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: PERMIT SET 10/10/2018 ♦. t ange5 snit De maMe t0 elf ea! 1 \ POST PERMIT REVISION 02/211207n C: Mprk a t'OW p, c' aoorOVS Of Ire YOtE: RevT maons1Lltm Oawon ragwrte a rrr T Min 0 and miter rnC1uda t10dIB011>M �1 ICI SEPARATE PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM, SPRINKLER WORK. LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE LIGHTING REQUIREMENTS PER ATTACHED WSEC SPREADSHEET ENERGY REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE ENERGY REQUIREMENTS. •:I, iH NO RECEIVED ':!TV OF TUKWILA NOV 18 2021 PERMIT CENTER D18-0318 Dig-0312 Sheet Title: GENERAL INFORMATION & SITE PLAN Date: Design: Drawn: Project No: Approved: 21.0004179.009 Building No: Sheet No: T1.1 302/303 FLOOR SURFACES & CHANGES IN LEVEL ANSI/ICC AL17.1303 - CHANGES IN LEVEL (REFERENCE DETAR) A. Charges n level up to 1/4" may be vertical and without edge treatment B. Charges in level between 1/4' and 1/T shag be beveled with a slope no greater man 1:2. Oefal ANSUICC A117.1302.2 • CARPET A. Carper provided on a fat surface shall be securely attached; have a fmn pad or backing, or no pad; and have a level bop, textured bap, level M pile, or level cuyonat pile texture. Maximum pile thickness shag be U2'. E:gre ed edges carpet shall be fastened to Pot surfaces and have trio slag the exposed edges. ANSI/ICC A117.1302.3 -GRATINGS A I gratings are located i walking surfaces aabng ahmsibk routes, then they dial have spaces no greater than 1/2" wide in are direction. B. If gratings have elongated openings, then they shall be placed so that the beg dimension b perpendkuW to the dominant dkvelion of travel. 30 CLEAR FLOOR SPACE ANSI/ICC A117.1 305.2 - SIZE AND APPROACH A. Minimum clear floor space far a wheektak and occupant shall be 30" wide x 48" big. dear floor space shall be centered on the element t saves. 307 PROTRUDING OBJECTS ANSI/ICC A117.1 307 - GENERAL A. Objects pojedhg from walk (fa example, telephones) with met lading edges between 27"-80' above the finished flea shall protrude no more than 4' into min halls, corridors, passageways, a antes. Freestanding objects mounted on pods or pylons may overhang 12' maximum from 27'-80- above the grovel or fiddled Nos. Pmhud'ng objects sell not reduce the dear width of an atgdble rode or maneuverSg space. (REFERENCE DETAILS) 308 & 309 REACH RANGES AND OPERABLE PARTS ANSUICC A117.1 308 - HEIGHT (REFERENCE DETAIL) A. Urotabucted front approach -48"max. to 15'mih.APP. Controls bated n an alone >24' deep must have 36" dear Boa worm. B. Umhatruded ride approach - 48' max. to 15" ash. A.F.F. Centrals bard Si an alcove >15' dew ems have 60' dear fibs weal. C. Electrical & wmnunlafon system receptacles shall be mounted no less than 15' abore the Incr. ANSVICC A117.1309. OPERABLE PARTS Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force requred to estate operable parts steal be 5.0Its maximum. FULL LENGTH MOP/BROOM STAINLESS STEEL SOLID MIRROR HOLDER SHELF PLASTIC BENCH 403 ACCESSIBLE ROUTE - WALKING SURFACES 15 HAT/COAT HOOK IBC 1104 - LOCATION A. At least one aaesslbe rate within the site shall be provided from public transportation stops, acessibble parking and accessible passenger ceding zones, and public Awes a sidewalks to the a cessble bulahg enhance saved MFS)ICC A117.1403.5 - CLEAR WIDTH A, The maimum dear width shag be 32' al a pant for a max. length of 24' and 36' canthuausly, per Table bebw. GrmR1HInm MAIMIM scoter mum less den areel w: 24' 32' greet than: 24' E' IBC wl h WA STATE AMENDMENTS 1101.2.1- CLEAR WIDTH A. Clear width of an accessible route shall raspy with Table above. For exterior mutes or travel, the nntmum clear vIdth shah be 44'. ANSUICC A117.1403.5.2 - PASSING SPACE nal axessolle mine iIsshen60" in with, ttn passkg spaces cat least 617x60" shall be provided at 200' max. spacing. B. The minimum dear worth per lwa wieddhaks to pass 60' ANSI/ICC M17.1307.2 IBC 1009.2 and 1010.5.2 A. Acmrside mutes shag have 80' mit clew head man. ANSUICC A117.1403.3 - SLOPE A. Running store dial not aced 1:20. B. Cos slope shall net eased 1:48 404 DOORS ANSI/ICC A117.14042.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated bevas s aH have at least one active leaf that meets the requre eats In 404.2.2 and 404.23 ANSI/ICC A117.1404.2.2.CLEAR WIDTH A. Doorways shall provde a dear opening of 32' minimum, wit the door open 90°. 1, Clear opening shall be measured between the face of the door and oppsge stop. 2. Openings more than 24' in depth sal provide a dear opening of 36' minimum. ANSUICC A117.1404.23 - MANEUVERING CLEARANCES AT DOORS Pmvae level (1:48 max. sbp) and dear maneuvering era at doors as follows: A Fast adored) pul side- 60' min. width & 18' min. beside strike edge Frontappram push side - 48' min width & 0' beside strike edge (12' 0 sake if door has bah a dozer and a letm) 8. Hige side approach pull side -60"mitwidth; 36' min. beside sate edge a-S9'mit worm; 42"ash. beside strike edge Hige side approach push side - 42' min. wit & 22" min. beside hinge edge (48'mh. width l door has bath a dose and a latch) C. Lath sideapproadh pal sae - 48" min. wort and 24" min. beside strike edge (54'mih. width N door has a dose) Latch Se warat push sae -4T con width and 24' min. beside sake age (48"min. width if door has a doss) ANSUICC A117.1104.2.4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height: UT. Rased thresholds and fora level charges shall be beveled with a slope no greater than 1:2 404 DOORS continued ANSUICC A117.1404.2.6 - DOOR HARDWARE A. Handles, pus, Latches, kirks, and other operating devices shal have a shape Mats easy to grasp with one hand and does not require tight gasping, lght pinching, a twisting et the wrist tooperate. 1. Lever -operated mrlunsms, push -type merhaians, and U-shaped handles are acceptable designs. 2. Mai slang doors are WIN open, operating hardware steal beep sed and usable from both sides. 3. Hardwae requeed tt accessible door passage shah be masted between 34' and 48" above finished floor. ANSUBCC A117.11042.7.1 - DOOR CLOSERS A. Door cheers shall h adjusted se that from an open position d 90 degrees, the line required to move the doe ban open position d 12 degrees shall be 5 seconds minimum. MISUICCA11.7.l 404.2.7.2 - SPRING HINGES A Door wing hinges shall be Kluged so hathom the open pillion at 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI/ICC A117.1404.2.13 and IK with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum face for pushing or pulling open soars shal teas follows: 1. Flee doors shall has the mnhnum opening force allowable by the appropriate administrant auhaty. 1. Omer doors a. Extee hinged, dopes Or faking door. 10.0 b. max. Interior hived doors: 5.0 b. max. c. Interior slang or folding doors: 5.0 b. max. These faces do rotapply to the farce required to retract lath balks a disengage other devices that may hob the door Si a closed positon. Exception: list or alerts autntc doors tornado with Section 404.3 ofICC A117.1. 406 CURB RAMPS ANSI/ICC A117.1406- SLOPE (REFERENCE DETAIL) A. Slopes of curb ramps shah coney with 406 B. Maximum sbpes d Awing gutters, road surface immediately adjacent to he cub ramp, a accessible rate shal not exceed 1:20. ANSUICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) A. The mirimum width eta curb ramp shag be 36", exckSse of flared saes. ANSI/ICC A117.1446.3 - SIDES Cf CURB RAMPS (REFERENCE DETAIL) A. If a curb ramp s Mated where pedestrians mud wok aaas the ramp or where it is not protected by han&abs or guardrails, i shall have flared sides; the madmum sloped the flare shal be ilia Ix is less Mart 48" Then The Slope 01 The Hared Sees Shal Not Exceed 1:12 SimardOhb Pam Sting Not Weed LSopSWl Curb Ramp Parallel to Cab 4 sbpe 1:12 Max. slope Dal AOjonng Sbpe Shall /Not Exceed 1:20 Flared side bop Stec (Ha2 D�Ne Warnings ard totaling cola. 36" Min. Lnalk noTypical Paling Access Mae Rasps (1:12 Nat 9ope) Sal Have Meffible Warnings and contrasting cola. Nate: If9ope is 1:20 or less no catrastq color o tette s required ANSIACC A117.1406.10 - DIAGONAL CURB RAMPS A dawn' cab amps have returned arts or other weldefned edges, soh edges shall be parallel to the dsedbn ofpedestrian flow. The bottom d diagonal orb ramps sate have 48' mninum dear swam outside active ball: lanes of the roadway. H dagoal curb ramps are provided at marked crossings, the 48' clear span shag be wrhh the markings. I diagonal cub ramps have fared sides, they shal also have at least a 24" lag segment at straight curb bated on each side of he curb ramp and wthn the marked aosshg. ANSUICC A117.1406.11- ISLANDS A My rased islands in aosshgs shah be at through bvel with the Breda art ramps at bah sag and a lees area at least 48' long and 36' mnmun wade between be curb ramps in the part of the island intersected by the aashgs. 410 PLATFORM LIFTS ANSNCC A117.1410.1- GENERAL A. Platform lifts shall comply with Section 410 and ASME A16.1 listed In Section 105.2.6. Plalfam kits sag not be attendant operated and shall provide urmasted enby and era from he It ANSI/ICC A117.1410.2 - LIFT ENTRY A. Lifts with does or gates shag amply wth Stollen 410.2.1. Lifts with ramps shall amply with Section 410.2,E ANSUICC A117.1410.2.1 - DOORS AND GATES A. Does and gates steal be low energy paper operated doors a gates arnplykg wain Sedkn 4043. Doors shah reran wen for 20 %colds minimum. End door clear opening width shall be 32 inches minimum. Side door dear opening warm shat be 42 inches mhinum. Les seMng ero laMhgs maximum and laving doors or gates co apposite sides shall be permitted to have self dosing mer ual doors a gates AN9/ICC A117.1 410.2.2 - RAMPS A. End ramps dal be 32 inches minimum In width. Side tamps shall be 42 aches minimum h with. ANS/ICCALL7.1410.3 • FLOOR SURFACES A Fbr surfaces of *dam Its dell corn* with Section 302 ANSI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE A. The dearace between the plmfam ail and the edge of any runway lancing shag be 11/4 ird maxima ANSUICC A117.1410,5 - CLEAR FLOOR SPACE A dear flha space of platform lets Steal candy with Sed n 305. ANSUICC A117.1410.6 - OPERABLE PARTS A Controls for platform Ifs shah comply rah Seddon 309. 502/503 PARKING MID PASSENGER LOADING ZONES ANSI/ICC A117.1502 - PARKING SPACES A leasable oar parking spews shah he 96- minimum in width. Van parking spoon shall be 132" mnimum in wiith. EXCEPTION: Van parhrg spaces shag be permtted to be 96" minimum in wish where the adjacent access aisle is 96' mhhwn in width. B. Paring amiss aisles stall be 60' wide. Van amble access aisles del be 96' wide. C. Surface dope shag not exceed 1:48 in al dsedb s (Note : no built up orb ramp may be toted Si as aaressble pakig access ask.) Ar1S/ICC u17.1 S02.7 - SIGNAGE (REFERENCE DETAIL) A Each aocessde parkin space must have ndMdual vertically mounted a s me ded sign. Required van accessible spaces must be designated. & OraraLes and symbols on such signs shall be bated 60" minimum above the grand. ANSUICC A117.1503.5 - VERTICAL CLEARANCE A Provide minimum vatlal durance of 114" at acciesible !dsNger baring zones and tang at lead one ware access rate from site entrances and orb. ANSI/ICC A117.1503 - PAASFNGER LOADING ZONE A Passenger loading zones dal provide an acs aisle at lead 60" wide and 20 ft lag adjacent and parallel b The vehicle pull-up space. Ithere are arts betwwet he access ask and the vehkle pul-up space, then a curb ramp conplyug with 4.7 Mall he provided. Vdlde standing spas and atoms aisles shall be level with surface slopes not exceeding 1:48 in all direction. 502/503 PARKING MID PASSENGER LOADING ZONES continued 505 HANDRAILS Bottom rai b pear edge paehm Hardrai to extend with slope at baton mensal (1)TREAD DEPTH Handal at Stale 602 DRINKING FOUNTAINS ANSI/ICC AI17.1602.1- GENERAL A Aressb* drharg famtais shag campy with Sections 602 and 307. ANSNCC A117.1602.2 - aim FLOOR SPACE A A dear Ilea swim cmhplyhg w/ Section 305, positioned ft a (award approach be the drinking mean, Mal be provided. Knee & tce space complying win Section 306 shag be provided. The dear floc space shall be centered on the drkMung fountain. EXCEPTIONS: 1. Drinking fountains for sanding persons. 2. Drilling fountains pdmarity for chidien's use. 3. In existing during, exist g ding fountains providing a parallel approach Sedan 305, centered en the drinking fountain shag be permitted. 4. Whore specifically permitted by the administrative authority, a pardel approach shal be permitted that replace existing parallel approach drilling fountains. W ) Detail GALBANQFD MmM71NG BOLTS Pff NANUF.5I6N C aA STEEL POST w(CAP Fae1GANr MOTE MOLL SIGN AT ALL ACCESRE MM OOG SrALIS SPACE [COATED Fat VAN PAWxeIG Mt HAVE ADWLTLa(L SO NAN IaEim1F IOM1W BELOW. Aarm ON WALLR HUG WHEN Nankai meted homy sly Mandell to emend Reiianfaly top Seale at tap and bottom etension If vertical rise igreater than 6'- then bottom rad to provide edge protection 1'-0" Hrdad at Ramp UT l r11/4" t 2' AI NmdeiRectonClxl) ANSACC A117.1602.3 - OPERABLE PARTS A Operable pats shal amply wall Section 309. arylying w/ ANSI/ICC A117.1602.4 - SPOUT OUTLET HEIGHT A wheekhai accessible spout outlet shall be 36 inches max. all. Sanding person spat outlets shall be 38 Inches min. & 43 Indies max. aN. ANSI/ICC M17.1602.5 - SPOUT LOCATION A. Spout sell be located 15 ixhes mkt from the vexdal support and 5 inches max. from the fret edge d he dining fountain, hdudkg bunters. ANS/ICC A117.1602.6 - WATER FLOW A. Spout shall provide a flow of water 4 Indies mho height. The angled the water steam from spouts within 3 irides rite front of the drinking fountain drag be 30 degrees mac and from spats between 3 dvthes & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front fare of he ddrling fountain. SIMA1(, 15'MIN r L Fora d Approach 603 TOILET ROOMS ANSLFICC A117.160112 • DOORS A Doss shal net swing nto One dear floor space or clearance for any fame. ANSI/ICC A117.1603,2 - CLEARANCES A. The accessible (Mures and controls required stall be on an accessible route, M unobstructed turning space complying with 304 shall be provided within an accessible toilet mom. The sea floor spar at fixtures and calms, the aaessble roue, and the fuming space may overlap, however; the only tuning space provided shall not be located within a stall ANS/ICC A117.16033 & 606 • LAVATORIES AND MIRRORS A 1f lavatories and minas are provided, then at swat one d each shall comply dt h 603.3 & 606. Aa7esible lavatories and mirrors shal not be bated within toad stalk unless other acessble lavatories and mirrors at provided h the tclet room. ANSACC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A Mirrors shal be mounted with he bottan edge of the refleclig surface 40' merman A.F.F. Maras not bard above avataes, sinks or canters shal be mouted with the bottom edge of the re leckrg surface 3.7 madman above the floor. ANSUICC M17.1603.6 - OPERABLE PARTS A. Operable parts on taws dispensers and hand dyers stall comp& with Table: below. reu ram Reach Depth uS T 5' 6' 9' 11' Kamm R®m limit 48' %' 42' 4r 36' 34' 604 WATER CLOSETS & TOILET COMPARTMENTS ANSI/ICC A117.16043 - CLEARANCES A Clear floor space for water closes not in stalls shah be provided as follows: Clearance around a water did shall be 60" minimum h width, measured perpaidbtlar from the Sewall. Clearance around he water closet shall te 56" minimum in depth, measured perpendicular from the rear vat. (Reference Detat) 8. No door sings are allowed in dear Hoc area. 56' MIN. (WALL MOUNTED W.C.) 59' MIN. (FLOOR MOUNTED W.C) r L f_ L Deus 12" MAX z fi3 �tOILET FMTMON TOE CLEARANCE A11S1/ICC A117.1604.4 - HEIGHT (REFERENCE DETAIL) A The heft to the top of the toilet seat shal be 1T - 19" abode flour. 1. Seats shal not be spring to return toa lifted paiti n. IBC with WA STATE AMENDMENTS 1101.2.5- FLUSH ObNTROtS A. Hand operated flush controls dal comply wth Section 309, except the nmunum hdght aloe he floor shal bed". 604 WATER CLOSETS & TOILET COMPARTMENTS continued ANstACC A117.1604.5 - GRAB BARS (REFERENCE DETAILS) A Fo water doses not boated in toilet stalls, the farthing grab bars shall be podded, 33" - 36' above the finish nos: 1. Side wall horizontal: 42' in length minimum, l2' max from rear wall, Sending 54" min. Iran rear well 2. Side wal vertiol: 18' in length minimum, bottom of bar bated 39" min/41' max. atop the floor, asnterine 39' min/41' max from rear wall 3. Bade wall: 36" in length maxmum, mend from centerke of water close 12' mit on side closest to the wall, 24' mit on transfer sae. ANS1r1OL A117.1 604.6 - FLUSH CONTROLS A Flush alms shall be hand oprand a automatic" area bated an the open side of the water closet. Hand operated flush controls shall comply win Section 309. ANSI,ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) A. Tdkt paper dispensers shall comply wth Section 3094 and 609.3. Where the dispenser is bated above the grab bar, the outlet rite dispenser shall be bate) 24' min36' max from the rear wal. Where the dispenser is bard belay the gab bid, the weld of the disperser shal be located 24" min-42" max Iran die rear wall. The abet d the dispenser shall campy with Tate 603.6. 1. Dispensers that control delivery a do not permttatlwas papa flow shall not be used. ANSLICC A117,1604.9 - WHEEOWR ACCESSIBLE COMPARTMENTS A Wheddnar aorable co patrnents shall amply with Semen 604.9. Toilet compartments shall comply wth Sepal 604.9.2.1 or 604.9.2.2 as applicable. Protudko Dispenser Below Grab gar 605 - URINALS ANST/ICC A117.1 605 - URINALS A Acoessibk urinals shall mmpy with Section 605. 36' MAX 36' MAX 24° MIN Ifl Protruding Dispenser Recessed Dispenser Above Grab gar ANSIACC AI17.1605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A.Urinas shall be stall -type or wall hung with a tarred, elongated rim at 17" nawnum abet the finished floor. The rim shal emend a minimum of 13ST Iran the wad. ANSUICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) A A dear floor space 10" wide by 48" deep minimum shall he provided in Front d urinal to allow forward drillatho 1. This space shag moon or overlap an accsssbk route. 2. Urinal shields that do not extend beyond the front edge d the urinal rill may be clearance between hem. 3. Urinals installed in alcoves deeper than 24' require a maneuvering area d at minimum wide, centered on fohnre. r f to ANSUICC A117.1605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Caton shall amply with ANSUICC AL17.1309 OPERABLE PARTS provided with 29" least 36' 5061AVAT0RIE5 ANSL/ICC A117,1606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A. Lavatories shall be mounted with the rm a counter surface no higher than 34" above the finished Boa. I. Lavatories shal extend 17' mnmum Iron he wain. 2. Clearance of 27' minimum ball be provided from the fished floor to hdtcm of apron. 3. Knee dearance of 27' high mininum sell ecerd 8" minimum under he edge of the Watery, 30" wide ninknum, and 19" deep minimum. 4. Tee durance of T minimum supbe provided fa the full depths the lavatory. ANSUICC A117.1606 - DEPTH A Each sirlc shall be a maxim d 6-11T deep. WALL MOUNTED LAVATORY 17" MIN r- I L__ 19' MAX 48' MIN LAVATORY MOUNTED IN COUNTER ANSACC A117.1 606.6 - EXPOSED PIPES AND SURFACES A Hot/ cold water and drain pipes under lavatories shall be Insulated or otherwise confgured to doted agates sac. B. Thee dal be no sharp a abrasive traces under lavatories. ANSUICCA117.1606.4 - FAUCETS A. Controls shall be operable with ore hand and dell not require tight grasping, pinching, Ce twisting d he wrist. B. The face required to ac'D2tecoeds shall be no greater than 5 b. C Lever -operated, push -type, and electronically controlled mechanisms we examples ofaaepable designs a Iselftbsng valves are used the faucet shall reran open for 10 seconds mnknun. 609 GRAB BARS ANSUICC A117.1 6093.2 - SIZE AND SPACING A. Diameter or width el griping surface shall be 1.1/4' to 2', or the shop shall provide an equwalent grippng steam. 1. The space between grab bars and adjacent walls shall be 1-1/2" 609 GRAB BARS continued ANSUICC A117.1 609.8 - STRUCTURAL STRENGTH A. Grab bars and mounting devices shall meet the following requirements: 609.8 Alowable stresses shal not be exceeded br matabs used where a vertical or horizontal force of 250 Its is applied at any pill an the grab bar, fastener mounting devte, or supportrg structure. 1. Shear stress Educed by applied& of 250 b. stroll be lea than allmvable shear sags for moral used. If confection between grab bar ard mountng bracket is considered to be AYH restrained, dal direct and torsional shear stresses dell be totaled fa he combined shear stress, which shall not coed the albwabk shear dress 2. Shear face Sand in a fastener or rnountkg device from appikation of 250 Ib shall be less man allowable lateral bad of either he fastener or mounting device or the suplwrbng structure, wic ever s the smaller alowable bad. 3. Tensile fora induced in a fastens by a direct tension force of 250 b. plus the maximum rumens from the application of250 M. steal be less than the allowable withdrawal bad betoken die faster' and the supporting sbucure. 609.6 Grab bars shall not rotate wimp their fittings. ANS1/ICC A117.1609.5 - ELIMINATING HAZARDS A Grab bars and adjaert wag surfaces shal be free d sharp a atasme surfaces. Edges shall be routed. 12' MAX 53 54' MIN Side Wall Grab Bar fa Water Closet 608.3.19de Wall Grab Bar for Shower t HAND SEIDNER/ 24" SDDE BAR CONTRA AREA 6083.1 Rear Wal Grab Bar fir Shave 36' MIN. !Mr y iR CA waerre Rear Wag Crab Br for Was Ord 1'-6" 36' 703 SIGNAGE continued OVERHEAD SIGNS A CHARACTERS AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ME TO BE READ. 1. FOR SIGNS HIGHER THAN 70' A.F.F., CHARACTER SIZE SHALL BE 2' MINIMUM PLUS I" PER FOOT of VIEWING DISTANCE ABOVE 15 FEET. 1. THE MINIMUM HEIGHT IS MFAa@FD USING AN UPPER CASE LETTER 7. 2. LOWER CASE FETTERS ARE PERMMEL ANSI/ICC A117.17033.703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMS A Raised dMmctas sal candy with section 703.3 and shall be dugicekd in braille candying win section 703.4. B. Lets and numerals shal be rased 1j32", upper ese, sans serif and shall be aco mpanied by grade 2 Brack. 1. Raised character height: {' minimum to 3' O us }' pa foot of viewing distance above 21 feet. 2. Braille shall te contacted (grade 2); shal be located below title arcs pondhg 3. Pictograms shall be accompanied by the equivalent verbal des:radon placed below the pictogram. 1. The border dimension d the pictogram sal be 6" min. in height text directh ANSI/ICE A117.1 703.3.12 - FINISH AND CONTRAST A Characters and mei background Mall have a aware finish. Quraders shag contrast with thei background, with either fight characters on a dark background, a desk characters on a light background. ANSUICC A117.1703.3.10 & 703.3.11- MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL) A Characters and ten background steal have a narglare fetish Charades Mall conbast with then tecgromd, with riche light charades an a dark background, or dark characters on a light background. IL Where a ladle sgn is mounted and to adoa, it shal be placal to the latch side of the door wherever possible. Where a tactile sgn is placed adjacent a double door, the sign shall be to he right hand door. [f thee is no oval space to the rght, sighs shag be placed on the nearest adjacent wall. Exception: 00er masted signs steal be matted an the push side on the doors with doers and without hoe open devices. C. Rased characters steal be 48' minimum above he Poor, measured to he baseline of the bred rased character and 60' maximum above he floor, measured to the baseiii of the highest robed c aracte. D. Mounting Ration car such slgnage shall be so that a prim may approach water 3' of swage withal encountering probudtm ebjels a standing within the swig of a door. IBC with WA STATE AMENDMENTS 1101.2.6 - INTERNATIONAL SYMBOL OF ACCESSIBILITY A. Whee the Intemtbaal Symbol oPDOPsbgiy is muted, t shall be prryaOoned mnpykg with ANSI/ICC A117.1 Figure 703.6.3.1. AN kited and elesior signs depktrg the Intemabonal Symbol dkcess city shallbe white on a bite baticground. 3"MAX. 11/ • Sows Floc Man / Seat 610 SEATS AMSUIOC A117.1 610.2 -SHOWER COMPARTMENT SEATS A The height d the Amer compartment seats shall be 17' minimum and 19" maximum abate he bathroom flea measured to the cop of the seal B. Allowable strewn shall not be exceeded for matrices used where a vertical or hor¢onal force of 250 pounds is applied at any pant In the seat, fastener mounting device Or support structure. 702 ALARMS ANSI/ICC A117.1 702.1 - GENERAL A When required, visual alarms stall be provided 5 each of the fobwhg areas, as a minimum: rest rooms and any other general usage areas (e.g., meeting rooms), hallways, lobbies, and any ndier area for cannon use. Accessible aril* and visible alms and rotifation applances shall be installed in accordance with NFPA 72. NFPA 72 -AUDIBLE ALARMS A. If provided, audible alarms shal produce a sound that exceeds the prevailing equivalent sound level h the roan or space by at least 15 dba or exceeds any maximum sound lee& with a duration of 60 seconds by S dba, whichever s louder, B. Sand levels for alarm signals shal mat exceed 120 ma. NFPA 72 - VISUAL ALARMS A. Visual alarm signal apphan es shal be integrated into the buiahg a fadgy alarm system. IF sigk station audible dams are provided hen single station visual alarm signals shalt be provided. Visual Abrm appliances dull have he following features: 1. The Lamp shall be a xenon strobe type or equivalent. 2.1Te color shag be dear or nominal white (Le. unflteed or clear f leered white light). 3. The maximum pulse duration shall be NO-tenllls d one second wth a maxinun duty cycled 40%. (The puke dualbn is deeded as he tine interval between initial and final polls of 10% of mar signal) 4. The intensity Mal be a minimum d 75 candela. 5. The flash rate stall be a minimum of 1 Hz and a maximum d 3 Hz 6. The apothems shall be placed 80" above he highest Boor level within the space or 6" below Ste ceiling, whichever is kewm. a. In Large roams and spaces exceeding 100 across, without absbudons 6' above he finished floc, such as aFdtabms, devices may be place around he perimeter, spaced a maxmum 100' apart, n lieu of suspauding appliances from he crag. 7. In general, no place h any roan o space shall be more than 50' from he signal (measured in a tacontal plane). 8. No pace in common caritas or hallways shall be more than 50' from he signal. 703 SIGNAGE WHERE APPLICABLE A. Sighs whkh designate permanent rooms and spaces shall comply with the requirements sped Won yes: L Rased and Braille Charades, and Pictograms 2. Finish and Contrast Exrpton: Empb/ee name signs are not required to comply. WHERE APPLICABLE A Signs whkh provide direction to, or Information about, hncOaW maces of the bolding shall comply with the requirements listed bebw for: I. Character Ruthann 2. Charade Height 3. Penh and Contrast Exception: Budding dredaies, minus, and all other scans whkh are temporary are not required m WHERE APPLICABLE (REFERENCE DETAIL) A Element and spaces of accessible fadlis which shall be xientifikd by the Intemaboul Symbol dAammhy we: 1. Parking spaces desigreted as reserved for persons with disabilities. 2. Accessible lesseyer being cotes. 3. Paris6le entrances when net al are Ammo*. (Inaccessible entrances shall have directional sgnag to irdkate route to nearest acaasite entrance). 4. Aooesable toilet and bathing facilities when not all are accessible, ANST/ICC A117.1 703.2.4 - CHARACTER HEIGHT (REFERENCE DETAIL) Ilei fine. The uppeze letter '1' shall be used to detalnine the allowable hit of all characters eta font ad shall be a minimum ell" and 2' maximum. EXCEPTION: Where separate addle and visual characters with the same information are provided, he heal d the table upper case leper t shal be permitted to be}' minimum. ANSI/ICC A117.1703.2.5 -CHARACTER WIDTH A Width: The uppercase letter '0' shall be used to detemine the allowable width d all characters eta nl.and shall be 55% min. and ll0%max. of the height of the uppercase 'I' of the font. 0 \ \\ \\ \\�� R-TOILET SEAT COVER DISPENSER R-PAPER TOWEL DISPENSER/ WASTE RECEPTACLE 5-ELECTRIC HAND DRYER R-PAPER TOWEL DISPENSER ANSI/ICCA117.1604.7 • DISPENSERS • REFERENCE DETAIL THE CURET OF THE DISPENSER SHALL COMPLY W[TN TABLE 603.6 R-SANITARY NAPKIN R-WASTE DISPENSER RECEPTACLE D18-0318 International Symbol of Accessibility r txt *MEN Letter & numbers on says shall have a wish to height ratio of between 3:5 & 1:1 and a strew - width to height ratio between 1:5 & 1:10. letters ad ambers shall be raised 1132', uppercase, sacs sed or simple serif type and shall be accompanied wth grade 2 bade, raised characters shah be at lamb S/8' - 3" Ngh orbs Ue' per Foot s viewing alarm above 21 fed Dead KAWNEER AN ANC0MC C0MPAriw CPArr arch i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com KAWNEER TI VD CD 0 W 1-1 12. TUKWILA, WA 98188 REVISION 2 804 KITCHENS AND KITCHENETTES ANSI)ICC A117.1804.5.6 - REFRIGERATOR/FREEZER Combination refrigerates and freezers shag have at least 50% the freeze compartment shelves, including be bottom of the freezer 54 inches (1370mm) maximum above he floor when the siehes are nstalel at he minimum heights possible h the mmpmnem. A dear floor space, WVone1 for a parallel approach to he spas dediated to a refrigerate/freezer, shag be provided. The centerline of the dear floor space shall be offset 24 inches (610 ram) maxiam from the deniable of he dedicated space. 902 DINING SURFACES & WORK SURFACES ANSI/ICC AL17.19012 -CLEAR FLOOR SPACE A. A dear fba space candying with Section 305, positioned for a famed appadh, sail be prodded. Knee and toe clearance mmpyng with Section 306 dal be worded. ANSI/ICC A117.1902.4- HEIGHT A, The tops ofaccessible tabksand counters shah be 28' Namur; and 34" maornUm, above the finished Boar. 903 BENCHES ANSI/ICC A117.1 933.2 -CLEAR FLOOR SPACE A a dear Ow space ary&hg with sewn 305, positioned for parallel appradh to he beret seat shag be prone*. ANSI/ICC A117.1903.3-SIZE - '-. A Benches styli have seats 42' mhMum h length and 20" minivan and 24" maximum in depth. ANSUICC A117.1903.4 - BACK SIIPPORT A The beret shall provide fa bad( support a Ball be fixed to a wall. Bak support shall be 42' mnmlm h length and shall extend from a perm 2' maximum above the seat surface to a pant 18' above he seat surface. 905STORAGE MISUKC A117,1 905.2 - CLEAR FLOOR SPACE A tear floor space complying with Shan 305 shal be provided. ANSUICC A117.1905.3 - HEIGHT Aceessble storage elements shall amply with at least one of the reach ranges speared in Section 308. ANS/ICC A117.1905.4. OPERABLE PARTS Operable parts ofstorage facilities shal comply with Section 309. AUTOMATIC TELLER MAOIINES ANSUICCA117.1305 - CLEAR FLOOR SPACE A Moor space shal amply with Section 305 to allow a forward, parallel approach or bah. ANSUICC A117.1308 - HEIGHT A. Operate parts shall te placed within ore a more of the reach ranges spedfied in Section 308, summarized earlier in this Beet. THIS SHEET IS PROVIDED FOR YOUR CONVENIENCE. IT CONTAINS SELECTIONS FROM THE CURRENT AOZESSIBILITY REFERENCED STANDARDS (2015 IBC CHAPTER 11 WITH WA STATE AMENDMENTS AND ANSI/ICC A117.1), BUT I5 NOT INTENDED TO BE A COMPLETE OR COIAUSIIVE COPY OF THE CURRENT ACCESSIBILITY STAMlARr4. IREC-Ended) CITY OF TUKWILA NOV 18 2021 PERMIT CENTER CONSULTANT Submittals/Revisions: PERMIT SET 10/10/2018 Sheet Title: ACCESSIBILITY GUIDELINES Date: Design: 08/22/2018 Drawn: Project No: Approved: Building No: CR.0018130,000 KCR Sheet No: T1.2 COPYRIGHT CRAFT ARCHITECTS 2018 ENERGY CODE COMPLIANCE: GENERAL NOTES: 1111521 - 4:55pm 18-130 A0.1 (SITE EGRESS WAREHOUSE PLAN).dwg C L. _ TRAVEL DISTANCE: 285'-5" KAWNEER SUITE 18235 r I I I Y I A TRAVEL DISTANCE: 398'-11" TRAVEL DISTANCE: 861-8" '}' e TRAVEL DISTANCE: 1 • j L J0 1. PROJECT SHALL COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE INCLUDING BUT NOT LIMITED TO THE FOLLOWING PROVISIONS: A. C402.1.4 SEMI -HEATED SPACES: ALL SPACES SHALL COMPLY WITH THE REQUIREMENTS IN SECTION C402 UNLESS THEY MEET THE DEFINITION FOR SEMI -HEATED SPACES. FOR SEMI -HEATED SPACES, THE BUILDING ENVELOPE SHALL COMPLY WITH THE SAME REQUIREMENTS AS THAT FOR CONDMONED SPACES IN SECTION C402; HOWEVER, FOR SEMI -HEATED SPACES HEATED BY OTHER THAN ELECTRIC RESISTANCE HEATING EQUIPMENT, WALL INSULATION IS NOT REQUIRED FOR THOSE WALLS THAT SEPARATE SEMI -HEATED SPACES FROM THE EXTERIOR PROVIDED THAT THE SPACE MEETS ALL THE REQUIREMENTS OF SEMI -HEATED SPACE. 8, C402.4.1 AIR BARRIERS. A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE. ASSEMBLIES LISTED IN ITEMS 1 AND 2 SHALL BE DEEMED TO COMPLY PROVIDED JOINTS ARE SEALED. 1. CONCRETE MASONRY WALLS COATED WITH ONE APPLICATION EITHER OF BLOCK FILLER AND TWO APPLICA11ONS OF A PAINT OR SEALER COATING; 2. A PORTLAND CEMENT/SAND PARGE, STUCCO OR PLASTER MINIMUM 1/2INCH (12 MM) IN THICKNESS. C. C402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE 2 AT 75 PA) IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL, A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL IF THE TESTED RATE EXCEEDS THAT DEFINED HERE, A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDmONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WAIVED. 0. C402.4.2 AIR BARRIER PENETRATIONS. PENETRATIONS OF THE AIR BARRIER AND PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETED OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEALS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE VAPOR -PERMEABLE WRAPPING MATERIAL. SEAUNG MATERIALS SHALL BE APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED. THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH S0 AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION. SECTION C406: ADDITIONAL EFFICIENCY PACKAGE OPTIONS C406.1 REQUIREMENTS. BUILDINGS SHALL COMPLY WITH NO I FSS THAN TWO OF THE FOLLOWING: 1. MORE EFFICIENT HVAC PERFORMANCE IN ACCORDANCE WITH SECTION C406.2 2. REDUCED LIGHTING POWER IN ACCORDANCE WITH SECTION C406.3 3. ENHANCED LIGHTING CONTROLS IN ACCORDANCE WTTH SECTION C406.4 4. ON -SITE SUPPLY OF RENEWABLE ENERGY IN ACCORDANCE WITH SECTION C406.5 5, PROVISION OF A DEDICATED OUTDOOR AIR SYSTEM FOR CERTAIN HVAC EQUIPMENT IN ACCORDANCE WITH SECTION C406.6 6, HIGH -EFFICIENCY SERVICE WATER HEATING IN ACCORDANCE WITH SECTION C406.7 7. ENHANCED ENVELOPE PERFORMANCE IN ACCORDANCE WITH SECTION C406.8 8, REDUCED AIR INFILTRATION IN ACCORDANCE WITH SECIION C406.9 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN 1,,=10' 1. GC TO PROVIDE REQUIRED PORTABLE FIRE E)CTINGUISHERS IN OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE. MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1 - 308 (48" MAX). CABINET SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, CORRIDORS, PASSAGEWAYS, OR AISLES. LOCATE CABINET(S) 75-FOOT MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER, (1) 2A EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. EGRESS CODE SUMMARY A. MAX, TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1017.2) TRAVEL DISTANCE B OCCUPANCY: 200' (WITHOUT SPRINKLERS) (TABLE 1017.2) MAX. TRAVEL DISTANCE S-1 OCCUPANCY: 400' (TABLE 1017.2.2) 8. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (TABLE 1006.2.1) OCCUPANCY LOAD: (SEC. 1004,1 TABLE 1004.1.2) OFFICE - B (EXISTING/NEW) WAREHOUSE -S(EXISTING/NEW) IBC 2015 IBC 2015 2,993 SQ FT / 100 = 30 32,229 SQ FT / 500 = 65 TOTAL EXIT REQUIREMENTS: (SEC. 1006 TABLE 1006.2.1 & 1006.3.1) NUMBER REQ'D NUMBER PROVIDED OFFICE WAREHOUSE LEGEND: EXIT 1 2 EXISTING PARTITION TO REMAIN NEW PARTITION 1 2 = 95 IBC 2015 INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERARON OF EXISTING. ADD NEW WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED. PROVIDE TACTILE EXIT SIGN ADJACENT TO EACH EXIT DISCHARGE DOOR COMPLYING WITH ICC A117.1, AS SUMMARIZED ON 703/T1.2. ADD NEW WHERE NOT EXISTING. NOTE: EXIT SIGN PLACEMENT SHALL BE SUCH THAT N0 POINT IN AN EXIT ACCESS CORRIDOR IS MORE THAN 100' OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER I5 I FSS. DIRECTION OF TRAVEL ir- / PATH OF EGRESS START POINT COMMON PATH OF TRAVEL TERMINATION POINT KEY NOTES: O 1. EXISTING ACCESSIBLE ENTRANCE/DQT 2. EXISTING TENANT DEMISING WALL 3. EXISTING COLUMN, TYP. 4. EXISTING DOCK -HIGH OVERHEAD DOOR, TYP. 5, EXISTING LANDSCAPED AREA 6. EXISTING EXTERIOR STAIR, TYP 7. NOT USED 8. NOT USED 9. NOT USED 10. EXISTING TRAILER PARKING, TYP 11. EXISTING ACCESSIBLE ROUTE: RAMP WITH MAX SLOPE OF 1:20, MAX CROSS SLOPE OF 1:48; MIN 36' WIDE 12. NOT USED. 13. NOT USED. 14. EXISTING CONDITIONED OFFICE SPACE. 15. NEW CONDITIONED SPACE/BUILDING ENVELOPE. 16. EXISTING SEMI -HEATED WAREHOUSE SPACE. UNIT HEATERS PROVIDING FREEZE PROTECRON ONLY; MODIFY EXISTING GAS FIRED HEATING UNIT(S) TO COMPLY WITH 2015 WSEC: MAXIMUM 8 BTU'S PER SF. REVISION 2 D18-0318 RECEIVED CITY OF TUKWILA NOV 18 2021 PERMIT CENTER < KAWNEER AN ARCANIC COMPANY NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONwvv.com KAWNEER TI TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: A PERMIT SET 10/10/2018 POST PERMIT REVISION 02/21/2020 z FIELD REVISION 08/26/2021 Sheet Title: Date: ARCHITECTURAL SITE/ EGRESS/WAREHOUSE PLAN Design: Drawn: Project No: Approved: 21.0004179.000 Building No: Sheet No: A0.1 GENERAL NOTES: Fin EXISTING OFFICE 107 EXISTING OFFICE 106 EXISTING OFFICE 114 EXISTING OFFICE 113 EXISTING OFFICE 105 EXISTING WORK AREA 101 u EXISTING STAFF ROOM 112 EXISTING OFFICE EXISTING SPRINKLER 102 104 1/7 EXISTING HALLWAY 109 LI EXISTTNG� WOMEN'SC \ RESTROOM EXISTING OFFICE 103 7' DN Z \ DEMOLITION FLOOR PLAN 1/8" = 1'-0" REVISION 2 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, LION. PROJECT SPECIFIC DEMOLITION INTENT IS DEFINED AS: 1.1. DOORS, DOOR FRAMES B. DOOR CASING TO REMAIN 1.2. DOOR HARDWARE TO REMAIN 1.3. LIGHT FIXTURES TO REMAIN 1.4. GWB CEILING TO REMAIN 1.5. FLOOR FINISHES AND WALL BASE TO REMAIN/LINO 1,6. TOILET ACCESSORIES TO REMAIN 1.7. TOILET ROOM WAINSCOT TO REMAIN/TO BE REPLACED 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. WHERE FLOOR FINISHES (CARPET, VCT, CERAMIC TILE, ETC.) AND/OR FLOOR BASE ARE SCHEDULED TO BE REMOVED, PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES, TYPICAL THROUGHOUT. REMOVE ALL BUSTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL PLYWOOD, ETC. 4. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORS AND DOOR FRAMES, ARE SCHEDULED FOR REMOVAL DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES UON TYPICAL THROUGHOUT ENTIRE SPACE. 5. IN AREAS WHERE CEILING SYSTEM IS SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH WALLS AS REQUIRED. TYPICAL THROUGHOUT ENTIRE SPACE. 6. WHERE WALL MOUNTED ARTWORK IS SCHEDULED TO BE REMOVED. REPAIR WALL AS REQUIRED. TEMPORARILY STORE ONSRE FOR REINSTALLATION AT PROJECT COMPLETION. 7. OBTAIN DEMOLITION PERMITS AND INCLUDE AU. COSTS OF SAME IN CONTRACT PRICE. 8. FURNISH AU. LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS. 9. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 10. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 11. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OIJRETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 12. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. 13. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN 'BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 14. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION, COORDINATE EXTENT OF DEMOLITION WITH NEW WORK INDICATED ON THE FOLLOWING DRAWINGS. 15. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN RS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 16. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANT AND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHER CABLING MUST BE REMOVED. 17. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. 18. RELOCATE THERMOSTATS IN DEMOLISHED PARTITIONS AS REQUIRED. LEGEND: EXISTING PARTTTON TO REMAIN PARTITION / ELEMENT TO BE DEMOLISHED KEY NOTES: O 1. REMOVE EXISTING SHOWER STALL. CAP PLUMBING FLUSH TO WAIL/FLOOR SURFACE, UTILIZE DRAIN IN NEW TOILET ROOM LAYOUT 2. REMOVE EXISTING WALLS AS SHOWN. 3. REMOVE EXISTING FLOOR FINISH. RECEIVEI ,.ITY OF TUKL, NOV 1 8 2"_1 'PERMIT r c;.y•-... .0 KAWNEER AN ARCONIC COMPANY NELSON Nelco Architecture, Inc. FORMERLY CRAFT ARCHITECTS 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com KAWNEER TI w U 1--1 0 0 Ln M 00 .-1 TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: PERMIT SET 10/10/2018 POST PERMIT REVISION 02/21/2020 Sheet Title: DEMOLITION PLAN Date: Design: Drawn: Project No: Approved: Building No: CR.0018130.000 D18-0318 Sheet No: A1.1 GENERAL NOTES: EXISTING WORK AREA 101 COSTING OFFICE 114 114 EXISTING OFFICE 113 EXISTING OFFICE 105 r 1- Flo EXISTING STAFF ROOM 112 EXISTING OFFICE 104 l 102 EXISTING SPRINKLER 102 MIN L DUSTING HALLWAY 109 L NEW UNISEX RESTROOM 115 EXISTING MEN'S RESTROOM 110 EXISTING OFFICE 103 r • 11/15/21-6'12pm 18-130_A2.1 (FLOOR PLAN).d g DN 1. WHERE NEW FLOOR FINISHES AND/OR WALL RASE ARE SCHEDULED, PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WALLS. TYPICAL THROUGHOUT. 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1, TYPICAL LION. 3. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 4. FOR ACCESSIBILTY COMPLIANCE REFER TO SHEET T1.2. 5. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. AU. SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UON AS EXPOSED CONSTRUCTION ON THE DRAWING. 6. OFFSET STUDS, WHERE REQUIRED, 50 THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 7. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 8. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 9. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, PIER, JOISTS OR WINDOW MULLION, AS SHOWN. 10. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8' HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 11. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. ELECTRICAL GENERAL NOTES: 1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. SEE ALSO AO.I FOR WAREHOUSE POWER/DATA. 3. ALL SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE WHITE IN COLOR, UON. DEVICES WHICH OCCUR IN STAINED MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR. ALL EXISTING BEIGE SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE. 4. RECEPTACLES WITHIN 6' OF A WATER SOURCE SHALL BE GPI TYPE. 5. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15' ABOVE FLOOR UON, 6. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. 7. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, UON. 8. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, UON: GANG COVER PLATES SHALL BE ONE-PIECE TYPE N. 9. ALL EXISTING ELECTRICAL/ TELEPHONE OUTLETS NOT SHOWN ARE EXISTING TO REMAIN. POWER & COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS. REUSE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE. LEGEND: COSTING PARTTRON TO REMAIN ®n NEW PARTITION OCCUPANT SENSING AUTOMATIC CONTROL WALL MOUNTED DUPLEX OUTLET: DED OR HATCH = DEDICATED 20A = 20 AMP CIRCUIT T = 12 HOUR TIMER EXISTING WOMEN'S RESTROOM 108 z 11 z FLOOR PLAN 1/8" = 1'-0" KEY NOTES: O 1. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR. CLEAN AND ADJUST CLOSER TO CURRENT ACCESSIBILTFY REQUIREMENTS (ANSI 117.1, SECRON 404), NEW WEATHER STRIPPING. 2. EXAMINE DUSTING ACCESSIBLE TOILET ROOM, INSTALL NEW SURFACE MOUNTED VERTICAL GRAB BARS, WHERE REQUIRED, PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 14/A5.1. PROVIDE BLOCKING AS REQUIRED. REVISION 2 D18-0318 RECEIVEL '!Tv OF TUKWIL- NOV 10 2021 PERMIT C.ENTEF < KAWNEER AN ARCONIC COMPANY NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com cc Lu z TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: PERMIT SET 10/10/2018 POST PERMIT REVISION 02/21/2020 FIELD REVISION 08/26/2021 Sheet Tide: OFFICE FLOOR PLAN Date: Design: Drawn: Project No: 21.0004179.000 Approved: Building No: Sheet No: A2.1 DESIGN BUILD NOTES: PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN -BUILD. NEW LIGHTING SHAD MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. IBC 1008.1. ILLUMINATION REQUIREMENT 1. THE MEANS OF EGRESS, INCWDING THE EFT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. B. IBC 1008.2.1- ILLUMINATION LEVEL 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (1I LUX) AT THE FLOOR LEVEL. C. IBC 1008.3 - ILLUMINATION EMERGENCY POWER 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRIC SUPPLY. 1.1 LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR IXLST DISCHARGE ELEMENTS, AND EXTERIOR PORTIONS OF THE DUT DISCHARGE, INCWDING INTERIOR EXIT STAIRWAYS & RAMPS. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR-TOCEUNG PARTITIONS SHALL HAVE AT LEAST ONE MANLWL CONTROL FOR THE LIGHTING SERVING THAT AREA THE REQUIRED CONTROLS SHAD. BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED AND INDICATES THEIR STATUS. C405.2.1.2 UGHT REDUCTION CONTROLS, LIGHT REDUCTION CONTROLS NEED NOT BE PROVIDED 1N THE FOLLOWING AREAS AND SPACES: 1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE. CORRIDORS, EQUIPMENT ROOMS, STOREROOMS, RESTROOMS, PUBLIC LOBBIES, ELECTRICAL OR MECHANICAL ROOMS. 2. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. C405.2.2.1 AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY SENSORS. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCWSED BY FLOOR -TO -CEILING HEIGHT PARTITIONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN THE UGITING ON TO NOT MORE THAN 50 PERCENT POWER. 11/15/21 - 6:06pm 16-130 A2.2 (REFLECTED CEILING PLAN) dwg C405.2.2.3 DAYLIGHT ZONE CONTROL. DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYUGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION C405.2.2.3.2. EACH DAYUGHT CONTROL ZONE SHALL NOT EMCEED 2,500 SF (232 M2). CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS (I.E.,NORTH, EAST, SOUTH, WEST). THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM THE SECONDARY DAYUGHT ZONE, DAYUGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET (4572 MM) FROM THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. CONTROL SHALL: 1. CONTROL ONLY LUMINAIRES WITHIN THE DAYUT AREA. 2. INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR LE UNG HEIGHT PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FUTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. C4052.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK CONTROLS DEVICE SHALL BE CAPABLE OF AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO AVAILABLE DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS: 1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYLIGHT -SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF REOIIQNG THE POWER OF GENERAL UGHTING IN THE DAYLIT ZONE CONTINUOUSLY TO LESS THAN 20 % OF RATED POWER AT MAXIMUM UGHT OUTPUT. 2. STEPPED DIMMING USING MULTI -LEVEL SWITCHING AND DAYUGHT-SENSING CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY. THE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE INSTALLED IN A MANNER SUCH THAT AT LEAST ONE WNIROL STEP IS BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER CONTROL STEP IS NO GREATER THAN 35 PERCENT OF DESIGN POWER, AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY TURNING THE SYSTEM OFF. C408.3.1 FUNCTIONAL TESTING. TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. EXISTING OFFICE 114 EXISTING OFFICE 113 NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A NEW MECHANICAL ELEMENTS, INCLUDING BUT NOT UNITED TO PACKAGED UNITS, CONTROLS, DAMPERS, DUCTING, COMMISSIONING; TO FULLY COMPLY WITH THE PROVISIONS OF WSEC SECTION C403. B. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE MECHANICAL CODE (WAC 51-52) C. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 403 RI THE 2015 INTERNATIONAL MECHANICAL CODE THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.31N ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE NODES. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. EXISTING STAFF 112 NEW UNISEX RESTROOM 115 r EXISTING OFFICE 107 EXISTING OFFICE 106 EXISTING OFFICE 105 EXISTING OFFICE 104 r EXISTING HALLWAY 109 EOSRNG (C)) WOI'ENS RSTROOM 108 EXISTING WORK AREA 101 i&z EXISTING SPRINKLER 102 EXISTING OFFICE 103 REFLECTED CEILING PLAN 1/8" = T -0" GENERAL NOTES: 1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL ELECTRICAL„ MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFUCTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 2. BEFORE STARTING MY WORK, CONTRACTOR SHALL FIELD VERIFY HOSTING CONDITIONS. IF THERE ARE EXISTING BUILDING OBSTRUCTIONS AND CITING FUTURES, LEVEL CHANGES, SOFFITS, ETC., CANNOT BE INSTALLED WHERE INDICATED, OR IF THERE ARE ANY CONFLICTS OR DISCREPANCIES, CONTRACTOR SHALL NOTIFY AND OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY PART OF THE GELLING WORK OR RELATED WORK. 3. REWORK EXISTING FIRE, LIFE, SAFETY SYSTEM AS REQUIRED PER NEW WALL LAYOUT AND CURRENT CODE. ENGINEERING AND INSTAUAT(ON BY BUILDING RECOMMENDED SUB -CONTRACTOR. 4. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 5. AU. CEILING MOUNTED DEVICES SHALI. GE WiIITE, 6. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE AREAS. D0 NOT PLACE ANY ABOVE GYPSUM BOARD CEIUNGS, UNLESS APPROVED BY ARCHITECT. 7. ALL ACCESS PANELS IN GYPSUM BOARD CEIUNGS SHALL BE FRAMELESS; LOCATIONS SHALL BE COORDINATED WITH ARCHITECT, GROUP DEVICE TO MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. 8. ALL ODNDUTS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE, NOT LOWER THAN 8' ABOVE UNE OF HIGHEST FINISHED CEILING. 9. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 10. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMTTT' GANG UNDER SINGLE SWITCH PLATE. 11. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO DOOR OPENINGS, D0 NOT INSTALL IN CENTER OF WALL. ARCHITECT AND CLIENT TO APPROVE ALL LOCATIONS. 12. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE SWITCH AT ALL CONFERENCE ROOMS 13. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SANE TEMPERATURE, LION. CEILING NOTES: 1. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS, TYPICAL LION. 2. CENTER UGHT FIXTURES/SPRINKLER HEAD/CHUNG ELEMENT 1N 24" PORTION OF 48' CEILING TILE, TYPICAL UON. 3. LOCATE ALL UGHT FUTURES, SPEAKERS, LIFE -SAFETY DEVICES, ETC., IN STRAIGHT LINES AND IN CENTER OF CEILING TILES, LION. LEGEND: EXIT • ELEMENT TO BE DEMOLISHED INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED 1X4 SURFACE MOUNTED LED FIXTURE W/ WRAP AROUND ACRYLIC LENS EXHAUST FAN (SONE RATING LESS THAN 1.0 SONE) GWB GYPSUM BOARD CEILING OPEN TO STRUCTURE KEY NOTES: 0 1. EXISTING CEILING AND FIXNRES TO REMAIN. 2. REPAIR EXISTING CEIUNG WHERE PARTTI0N5 HAVE BEEN REMOVED. REVISION 2 D18-0318 RECEI v CITY OF ILIA u, NOV 9 8 2C21 PERMIT CF>'• PC KAWNEER AN AeCC CCOWAN'. NELSOR Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www. N ELSO Nww.com KAWNEER TI 1/40 0 J 0 L--( L) LLJ Q U h-i >- J 0 Ill en co TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: PERMIT SET 1o/1ono1s POST PERMIT REVISION 02/21/2020 FIELD REVISION 08/26/2021 Sheet Title: REFLECTED CEILING PLAN Date: Design: Drawn: Project No: Approved: 21.0004179.000 Building No: Sheet No: A2.2 GENERAL NOTES: 1 -117 {j 1 1/2" MAX ALLOWABLE STRESSES: VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS APPLLED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. PARTITION AS SCHEDULED - 1/4" DIA SHEET METAL SCREWS TO METAL BLOCKING/BACKING GRAB BAR DETAIL 1 112' DIA GRAB BAR (1 1/4" MIN TO 2" MAX OUTSIDE DIA) PROTRUDING ELEMENT 16 GA METAL STUD BLOCKING W/ (1) A35 CLIP TOP AND BOTTOM OR 3/4' PLYWOOD BACKING PLAM, FRP, OR CERAMIC TILE OVER WATER-RESISTANT GWB OR PREFABRICATED SHOWER MODULE BRUSHED ALUMINUM TRIM CAP WAINSCOT W/ METAL TRIM AT SHEET EDGES PER FINISH PLANS STRATEGIZE LOCATION OF LAMINATE SEAMS TO MINIMIZE VISIBILITY. LAYOUT SEAMS SYMMETRICALLY WHENEVER POSSIBLE. COVE FLOORING RETURN UP WALL AT RESILIENT SHEET FLOOR ,18� SECTION Cal WAINSCOT =1- ELEVATIONS. DETAILS).deg 11/1521 - 8:25pm 18-130 A5.1 (ENLARGED P /1\ A do B a 1 C 1'-7" 1'-4" K- UNISEX TOILET ROOM 115 ELEVATIONS v5 1/' = 1'-0., A 5JMEN'S .TOILET ROOM 110 ELEVATION T I I II I1 /I I SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS RESTROOMS - FLOOR PLANS j 1/4" = 1'-0 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, UON. 2. NEW RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 603 AS SUMMARIZED ON SHEET T1.2. KEY NOTES: O. RESTROOM ACCESSORY MANUFACTURER: BOBRICK, CLASSIC SERIES, UON. STAINLESS STEEL WITH SATIN FINISH 1. WATER CLOSET. REFER TO 604/T1.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. NOT USED 3. WALL HUNG SINK. REFER TO 606/T1.2. 4. SURFACE MOUNTED MIRROR. 24X36. REFER TO 603/T1.2. 5. SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/T1.2. 6. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. REFER TO606/T3.2. 7. SURFACE MOUNTED TOILET SEAT COVER DISPENSER. REFER TO 606(11.2. 8. 18"X48' URINAL PARTITION, WALL MOUNTED, REFER TO 604/11.2. 9. SEMI -RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TYP. REFER TO 606/11.2. 10. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 19/A5.1. PROVIDE BLOCKING AS REQUIRED. 11. EXISTING FLOOR DRAIN WITH TRAP PRIMER. 12" SQUARE SECTION OF FLOOR TO SLOPE TOWARD FLOOR DRAIN. 12. WALL HUNG URINAL. REFER TO 605/11.2. 13. MANEUVERING CLEARANCES / CLEAR FLOOR SPACE REQUIRED AT FIX L URE. REFER TO 305, 404, 604/T1.2., TYP. 14. WAINSCOT, TYPICAL AU. (4) WALLS, UNO OR SHOWN WITHOUT WAINSCOT IN ELEVATION. 15. WHITE INSULATION/COVER, SEE 606.6/71.2. 16. SIGNAGE WITH BRAILLE, REFER TO 703/T1.2 SINGLE OCCUPANCY: TRIMCO, 529, BLUE, MENS: TRIMCO, 527, BLUE, WOMENS: TRIMCO, 528, BLUE LEGEND 10 IS EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION WALL WALL MOUNTED DUPLEX OUTLET: DED OR HATCH = DEDICATED 20A = 20 AMP CIRCUIT T = 12 HOUR TIMER OCCUPANT SENSING AUTOMATIC CONTROL REVISION 2 D18-0318 RECEIVED ":ITN OF TUKWIL<. NOV 18 2021 PERMIT CENTER < KAWNEER AN ARCOMC COMPANY NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com KAWNEER TI 0 CI —J CO 0 1--1 V) V) w Q U 1-1 f2 J CD II) M 00 1 TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: PERMIT SET 10/10/2018 POST PERMIT REVISION 02/21/2020 POST PERMIT REVISION 11/18/2021 Sheet Title: INTERIOR ELEVATIONS & DETAILS Date: Design: Drawn: Project No: 21.0004179.000 Approved: Building No: Sheet No: A5.1 18-130_A6.1 (DOOR _FINISH SCHE QDOOR AND TRIM -Ji QDOORANDTRIM -+J QDOOR AND TRIM DOOR FLOOR FINISH MATL SAME ON BOTH SIDES OF OPENING RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE CONCRETE SLAB DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE SILL/FLOOR TRANSITION DOOR/RELITE SCHEDULE OPENINGS FRAMES DETAILS REMARKS DOOR # ROOM NAME TYPE SIZE (W x H) THICK, MATERIAL GL INSUL FIRE RATING HDWE TYPE DOOR FINISH TYPE MATERIAL FINISH HEAD JAMB SILL 110 MEN'S RESTROOM EXISTING - - - - - - F - - - - - - MATCH STING 3 6.1 A6.1 6/A 115 MEN'S ESTR M F 3'-0" T-0" 1 3 4" WOOD MA H 1E( 1 MATCH EXIST. MATCH DTI WALL TYPE AS SCHEDULED STEEL RUNNER DRYWALL SCREW, (1) NUT TO EACH RETAINER CUP STEEL CASING WITH HEAT TREATED CASING RETAINER CUP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED INT. DOOR HEAD - TIMELY WALL TYPE AS SCHEDULED 20 GA STEEL STUD STEEL CASING WITH HEAT TREATED CASING RETAINER CUP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED INT. DOOR JAMB - TIMELY CARPET OVER PAD. IF CARPET TILE (1/4') OR WALK -OFF MAT (5/8') - FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSITION - REFER ALSO TO GENERAL NOTES DOOR 3/8'z1-1/2" BRUSHED ALUM. ANGLE SECURED TO SLAB TILE CONCRETE SLAB OR RESIDENT FLOOR MATERIAL DOOR TRANSITION STRIP TILE DOOR TYPES: FRAME TYPES: PER DOOR SCHEDULE F (FLUSH) Ct Ct 6 PER SCHEDULE 1 1 DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF IBC 1010,1.9 AND ANSI A117.1 SECTION 404, AS SUMMARIZED ON TI.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 4, EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, UON. 5. EXTERIOR DOORS (STOREFRONT/ENTRANCE) TO BE 2"X4 1/2", CENTER GLAZED, MEDIUM STILE, THERMALLY BROKEN, ALUMINUM STOREFRONT. KAWNEER OR APPROVED EQUAL FINISH TBD OR TO MATCH EXISTING ADJACENT. 6. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOUD CORE, WOOD, UNIFORM WHITE BIRCH, ROTARY CUT, NATURAL, CLEAR *00 FINISH. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: KNOCK DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH, BLACK. ALTERNATE DOOR FRAME: EXTRUDED ALUMINUM, CLEAR ANODIZED FACTORY FINISH (WESTERN INTEGRATED, SERIES 300, 1" SQUARE TRIM OR EQUIVALENT). 7. IG INDICATES INSULATED GLAZING, TYP. 8. TG INDICATES TEMPERED GLAZING, TYP. 9. 'FIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER), 11. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U-FACTOR. 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER WSEC C402.4.6. 13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 14. ALL DOOR HARDWARE PACKAGES TO INCLUDE WALL/FLOOR STOPS, SILENCERS, HINGES, ETC. DOOR HARDWARE NOTES: TYPE 1: PRIVACY WITH IN USE' INDICATOR, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE F: PASSAGE SET, CLOSER; INSTALL WEATHER STRIPPING AND SURFACE APPLIED DOOR SWEEP ON DOOR TO WAREHOUSE ROOM FINISH SCHEDULE FLOOR BASE WALLS CEILING REMARKS ROOM # ROOM NAME SUBSTRATE MATERIAL FINISH FINISH NORTH EAST SOUTH WEST MATERIAL HEIGHT MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH 110 MEN'S TOILET FIST PATCH EXIST. FLOORING AT SHOWE,T EXIST EXIST EXIST EXIST EXIST EXIST GWB PT-1/PL-1 EXIST DUST 115 UNISEX TOILET DUST R-1 R-1 GWB PT-1/PL-1 GWB PT -I PIA GWB PT-1/PL-1 GWB PT- PL-1 GWB MATCH EXIST. FINISH SPECIFICATIONS: FLOOR FINISHES: FLOOR FINISH TO BE CPT-1, LION R 1 RESIUENT SHEET FLOORING ARMSTRONG, CONNECTION CORLON TBD WALL FINISHES: WALL FINISH TO BE PT-1, LON pT PAINT (GENERAL) SHERWIN WILLIAMS, TBD 1 WALL BASE: WALL BASE TO BE B-1, UON NO BASE ON WAREHOUSE SIDE TO MATCH EXISTING CONDITION 8 1 RESILIENT BASE ROPPE, TBD, 4" MILLWORK FINISHES: PL 1 PLASTIC LAMINATE WAINSCOT T1D ROOM FINISH GENERAL NOTES: 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB TO 13. RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED, 2. ALL WALLS (EXISTING AND NEW) TO BE PT-1, LION. 3. RUBBER BASE, B-1 THROUGHOUT, UON. 4. CARPET, CPT-1 THROUGHOUT, UON. 5. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT-1, LATEX WITH FLAT FINISH, VON. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT-1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, VON. 6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 15. 7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 16. 8. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE 17. ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 9. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND FOR 18. EXCEPTIONS 10. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE. 11. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. 12. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. 14. REVISION 2 D18-0318 PLASTIC LAMINATE, PL-1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, VON. PLASTIC LAMINATE PL-2 AT ALL COUNTERTOPS AND BACKSPLASHES, VON. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. SEE ALSO TRANSITION DETAILS THIS SHEET. WHERE FLOOR FINISH THICKNESS REQUIRES, FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH TRANSTFION BETWEEN FINAL FINISHED SURFACES. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. FIRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE -DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. ALTERNATE PRICE TO PROVIDE NEW WINDOW BUNDS (1", METAL MINI BLIND, STANDARD COLOR) AT ALL EXTERIOR WINDOWS AND INTERIOR RELITES. RECEIVED ^!TV OF TUKWk NOV 18 2021 PERMIT CENTEF KAWNEER AN ARCO.NK COMPANY NELSOK Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www. N ELSONww.com KAWNEER TI w U 11 0- J 0 LP) 00 .-1 TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: /N PERMIT SET 10/10/2018 POST PERMIT REVISION 02/21/2020 A POST PERMIT REVISION 11/18/2021 Sheet Title: DOOR AND FINISH SCHEDULES Date: Design: Drawn: Project No: Approved: 21.0004179.000 Building No: Sheet No: A6.1 R-38 CONTINUOUS BAIT INSULATION ENTIRELY ABOVE DECK (TYPICAL). PIN WIRE OR STRING TO TOP OF FRAMING 1N ZIG-ZAG PATTERN TO KEEP INSULATION FROM SAGGING. 11/2"x 11/2"x 31/4" LONG, MINX 16 GA CUP W/ (2) #8 SCREWS THRU JOIST WEB AND THRU TRACK, TYPICAL. TRACK TO MATCH JOIST DEPTH AND MIL. W/ (3) #8 SCREWS TO EACH WALL STUD, TYP. 6'20GACEIUNGJOISTS @24"OC- MAX 1/2' DEFLECTION (L/240) WATER RESISTANT GWS CEILING 5/8' 'TYPE X' GWB, FIRETAPED ONLY ON WAREHOUSE SIDE - FINISH AS SCHEDULED ON R.R. SIDE, OVER 6" x 1.5/8", 25 GA MIL STUD FRAMING @ 24" OC MAX 1/2" DEFLECTION (1240) W/ R-21 BAIT INSULATION W/ R10 CONTINUOUS RIGID INSULATION AND FSK-25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS MIL STUD RUNNER ATTACHED TO EXST WNC SLAB W/ 5/32" DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN, 24" OC RR / WHSE PARTITION WALL SIM: USE RESTROOM CEILING TYPE 11115/21 - 838pm 18 I30_A8.1 (PARTITION TV EXISTING WALL EXISTING WALL R-38 WNTINUOUS BATT INSULATION ENTIRELY ABOVE DECK (T(PICAL). DIAGONAL STRAP BRACING W/ GUSSET PLATE AND ATTACHMENT, SEE ALSO 16/A8.1 JOIST BRACE @ 48" OC, SEE ALSO 16/A8.1 11/2'x 1 1/2'x 3 1/4" LONG, MIN X 16 GA.. CUP W/ (2) #8 SCREWS THRU JOIST WEB AND THRU TRACK, TYPICAL TRACK TO MATCH JOIST DEPTH AND MIL W/ (3) #8 SCREWS TO EACH WALL STUD, TYP. 6120 GA CERING JOISTS 4 24' OC - MA)( 1/2" DEFLECTION (L/240) WATER RESISTANT GWB CEILING R-13 BITT INSULATION BETWEEN EXISTING WALL AND FURRING 5/8' TYPE X' GWB OVER 3-5/8" X 1-5/8" 20 GA METAL STUD FURRING @ 24' OC MAX 1/2' DEFLECTION (L240) W/ R-13 BAIT INSULATION W/ FSK-25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS. METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32" DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN, 18' OC n PERIMETER FURRING PARTITION STUD SCHEDULE: 1. INTERIOR PARTITIONS (NON -LOAD BEARING) • VERIFY SIZE, GAUGE AND SPACING WITH STUD MANUFACTURER AND/OR INSTALUE2 • BASIS OF DESIGN: LATERAL LOAD = 5 PSF, DEFECTION LIMIT = L/240 WITH GWB FINISH BOTH SIDES OF WALL OR 11/2' X 20 GA STRAP BRACING ®48" OC WITH 2 #10 SCREWS EACH STUD ON ONE SIDE OF WALL HEIGHT OF WALL UP TO 15' HIGH 15'-0' to 24'-9' 241-9" to 32"-0' 32'-0" to 42"-0" STUD SIZE & GAUGE 3.5/8" x15/8',1B GA SS 6'x15/8',18GAS5 6"x2',16GAS5 8"x2',14GA55 SPACING 24"OCMAX 24'OCMAX 16'OCMAX 16'OCMAX REVISION 2 D18-0318 RECEIVED lTVOFTUKWI= NOV 1 8 2021 PERMIT CE:NTE:. < KAWNEER AN ARGON COMPANY NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www. N E LSO Nww. com 1/40 •cr- 0 CO —J ui U 0 00 CO 00 CO CONSULTANT Submittals/Revisions: L PERMIT SET 10/10/2018 POST PERMIT REVISION 11/18/2021 Sheet Titte: WALLTYPES Date: Design: Drawn: Project No: Approved: 21.0004179.000 Building No: Sheet No: A8.1 ABBREVIATIONS SYMBOLS APPROVED BY: V ANGLE CENTER LINE 0 DIAMETER OR ROUND NUMBER OR POUND PENNY 1 PERPENDICULAR PLATE AB AC NC ACP ACT ADH ADJ AF AFF AH] AL ALT ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL CEILING PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ACCESS FLOOR AT/ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION ALUMINUM ALTERNATE AP ACCESS PANEL APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BOARD BETW BETWEEN &K BLOCK BLDG BUILDING BM BEAM BRG BEARING BOT BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CB CBU CEM CER CFM CFT CG CHBD CI CIT CIF CLG CI CLK CLO CLR CMU CNTR CO COL CONC CONSTR CONT CORR CPT CT CTR CY D& DEPT DF DIA DIAG DIM DISP DN DR OR OWR D5 DW DWG E EA EB El EL EEC ELEV EM EMER ENCL EP EWC EPX EQ EQUIP EST EX EXIST EXT FA EBO FCIC FCrY FD FDN FE FEC FF FIN FL FLG i :46pm 18-13031.1 (COVER CABINET CATCH BASIN CEMEN 11I01IS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER 0.EANOUT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DRINKING FOUNTAN(W/0 COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DETAIL DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR FLASHING FLUOR FM FOC FOF FOIC F010 FOS FS FT FTG FTIC FTIO FURR FUT FUTURE- RIO GA GALV GB GC GL GLB GND GR GWB HB HC HDR HDWD HOWE HM HORIZ HR HT HTG HVAC HWH IBC ID EEC IFC IG IHM IN INCL INSUL INT IPC JAN IT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MEZZ MFR MH MIN MW MISC MLD MRGWB MTD MR MULL N NIC NO/# NOM NTS OA OC 0D OFF 0H OPH OPNG OPP PERP PFN PL PLAM PLYWD PNL PNT PR FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GLU-LAM BEAM GROUND GRADE GYPSUM WALLBOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILATION/ AIR CONDITIONING HOT WATER HEATER INTERNATIONAL BUILDING CODE INSIDE DIAMETER/ DIMENSION INTERNATIONAL ELECTRIC CODE COUNCIL INTERNATIONAL FIRE CODE INSULATED GLAZING INSULATED HOLLOW METAL INCH INCLUDE INSULATION INTERIOR INTERNATIONAL PLUMBING CODE JANITOR JOINT KITCHEN KNOCKOUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOOKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GWB MOUNTED METAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFNISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PS PSF PSI PT PTD PTD/R PTN PTR PVMT PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QT QUARRY TILE R RA RAD R55 RB RCP RD RD/0 REBAR REF REFR REINF RED REV RH RESIL RM RO RT RUB RW RWL RISER RETURN AIR RADIUS ROD & SHELF RESILIENT BASE REFLECTED CEILING PLAN ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESILIENT ROOM ROUGH OPENING RESILIENT TILE RUBBER RAIN WATER RAIN WATER LEADER S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHD SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SHTG SHEATHING SIM SIMILAR SNK SINK SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL SSK SERVICE SINK 5f STONE/STONE TILE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T TREAD TB TOWEL BAR T&B TOP & BOTTOM TG TEMPERED GLASS THK THICK TIG TEMPERED INSULATED GLAZING TO TOP OF TOC TOP OF CONCRETE TOP TOP OF PAVEMENT TOS TOP OF STEEL TOSL TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TN TOILET PAPER HOLDER TPTN TOILET PARTITION T5 TUBULAR STEEL 1V TELEVISION TYP TYPICAL UL UNF UON UR VAR VCT VERT VEST YIN VWC W W/ W/0 WC WD WF WG WHSE WP WR WSCT WT XFMR YD UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WIDE FLANGE WIRE GLASS WAREHOUSE WATER PROOF WATER RESISTANT WAINSCOT WEIGHT TRANSFORMER YARD ._a107B WT C492 1 COLUMN LINE/GRID LINE DOOR/RELITE NUMBER CORRESPONDS TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT 0R DATUM POINT EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION 15 DRAWN DETAIL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL OR ENLARGED PLAN DETAIL IDENTIFICATION SHEET WHERE DETAIL 1S DRAWN GENERAL NOTES V4NDON A TITLE] TITLE2� TIRES ROOM #------ ROOM NO. WINDOW SYMBOL INTERIOR ELEVATION(S1 ELEVATION IDENTIFICATION SHEET WHERE ELEVATION 15 DRAWN 48'-6' 78 PROTECT N T-0,' ROOM IDENTIFICATION ROOM NAME FINISHED CEILING HEIGHT PROPERTY UNE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH DENOTES CHANGE IN ELEVATION FINISH SYMBOL 1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF All PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDmONs AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD N NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENfT FOR DESIGNJBUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 7. AU WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT" SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 9. DO NOT SCALE DRAWNGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN 0R NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRIJTCAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH I5 NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/OR PRIVATE. 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WAILS AT 10'-0" O.C, AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT UNITED TD, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. PLUMBING FIXTURE REQUIREMENTS PROJECT DIRECTORY ARCHITECT/CONTACT: OWNER: TENANT: GENERAL CONTRACTOR: CRAFT ARCHITECTS, PLLG 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121 IDS REAL ESTATE GROUP 6811 S 204111ST #390 KENT, WA 98032 KAWNEER TBD TAX PARCEL # 788890-0152 LEGAL DESCRIPTION CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: SOUTHCENfTER SOUTH INDUSTRIAL PARK LOT 21 OF TUKWILA SHORT PLAT NO 78-45-SP REC NO 7905011098 SD PLAT DAF - POR LOTS 14 & 15 OF SO SUED BEG AT SW COR OF SD LOT 15 TH N 11-23-50 E ALG W LN OF SD LOT 15 DIST 698.25 FT TO PT A TH N 78-36-10 W DIST OF 30 FT TH N 11-23-50 E DIST 38.35 FT TO NE COR OF LOT 14 AS ADJ BLA DATED 9-21-78 BLA-5-78 REC NO 781115 -1005 & TPOB TH N 78-36-10 W ALG SD N LN DIST OF 393.42 FT TO W BDRY OF SD LOT 14 TH ALG BDRY OF LOTS 14 & 15 WITH FOLG BRCS & DISTANCES N 09.50-00 E 27.62 FT N 08-45-00 E 98 FT N 06-07-00 E 101 FT N 03-26-00 E 98 FT N 01-17-00 E 99 FT N 04-49-00 E 101 FT N 33-41-00 E 41 FT N 16-40-00 E 59 FT N 26-18-00 E 99 FT N 46-06-00 E 103 FT N 63-00-00 E 100 FT N 82-28-00 E 99 FT 5 75-45-00 E 100 FT S 56-11-00 E 99 FT S 44-26-00 E 100 FT S 37-39-00 E 100 FT S 36-49-00 E 99 FT S 36-08-00 E 100 FT 5 35-35-00 E 99 FT S 29-38-00 E 99 FT S 25-20-00 E 100 FT S 23-04-00 E 99 FT 5 24-51-00 E 100 FT S 44-29-00 E 40.92 FT TH LEAVING SD BORES S 11-23-50 W ALG E LN OF SD LOT 15 DIST 149.52 FT TH ALG CRV TO LFT CENTER OF WCH BEARS 5 58.03-06 W RAD OF 110 FT ARC DIST 89.57 FT THRU C/A OF 46-39-16 TH N 78-36-10 W DIST OF 480 FT TH ALG CRV LFT RAD 110 FT ARC DIST 133.62 FT THRU C/A OF 69-35-47 TH N 7B-36.10 W DIST OF 6.90 FT TO TPOB LESS BEG AT SD PT A TH N78-36-10W DIST 30 FT TH N 11-23-50 E DIST 30 FT TO POB TH N 11-23-50 E DIST 38.35 FT TO NE COR LOT 14 AS ADJ BLA-S-78 TH 5 78-36-10 E DIST 6.90 FT TO W MGN OLYMPIC AVE TH SLY ALG SD W MGN TO POB CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 20151MC ZONING DISTRICT; EXISTING OCCUPANCY CI AtgFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: FLOOR AREAS: OFFICE (B) - EXISTING OFFICE (B) - NEW RESTROOMS WAREHOUSE (S-1) - EXISTING TOTAL FLOOR AREA OF THE SUITE: OCCUPANCY WATER CLOSETS/URINALS LAVATORIES DF RATIO USE LOAD RATIO MALE FEMALE OCCUPANCYL RATIO MALE FEMALE OCCUPANCY OFFICE (8) 30 1 PER 25 FIRST 50; THEN 1 PER 50 EXCEEDING 50 15 1 REQ 15 1 REQ OCCUPANT LOADS OF 15 OR LESS CAN BE SERVED WITH ONE RESTROOM 1 PER 40 FIRST 80; THEN 1 PER 80 EXCEEDING 80 15 1 REQ 15 1 REQ OCCUPANT1 LOADSOF 15 OR LESS CAN BE SERVED WITH ONE RESTROOM FOR ANY OCCUPANCY EXCEEDING 30 FOR THE FIRST 150 OCCUPANTS; 1 ADDITIONAL FOR EACH 500 OCCUPANTS WAREHOUSE (S) 65 1 PER 100 33 I REQ 33 1 REQ I PER 100 33 1 REQ 33 I REQ SUBTOTALS 95 REQUIRED TOTALS 2 - 2 2 - 1 TOTAL PROVIDED ch 2 - 2 2 - 2 EXISTING C/LI B (OFFICE)/S-1(WAREHOUSE) III B FULLY SPRINKLERED 2,889 SQ FT 1615Q FT 32,172 SQ FT 35,222 SQ FT REVISIONS No :1.o 'ne sCOBee NOTE `‘2,..S'on5 3 new oiar Sub/ iita; ark: Dnal plan review. FILE COPY(( Penult No. 71 I r+ Plan review approve; is suolect to errors aria omissions Approval of construction oocumenls noes not authorize Ine vAlat on of any aaomea cone or ordinance Recent! of aporovec F'e!a Cady' ane coronaes is acRnowied9ec By C.»'II{) -)`1 Date CA-1" i 21 city o' iuKwua n:vi5.;?n NADIA AZ/ROVA (206) 720-7001 NADIA IAFTARCHITECTS.COM GEORGIA ERRER (206) 4384340 GFERRERPIDSREALESTATE.COM MITCHEL; HOGAN (770) 7341572 TBD Initials Cate �._ NFIC KA.YVN !.:, vkr' (vyc ce 1V1V1 -.,A )y SITE/BUILDING PLAN TUTS Z F PROJECT DESCRIPTION TENANT ALTERATION CONSISTING OF: ADDITION OF NEW MENS AND NEW WOMEN'S SINGLE OCCUPANCY TOILET ROOMS INDEX OF DRAWINGS TI.1 GENERAL INFORMATION & SITE PLAN T1.2 ACCEsSIBILUTYGUIDEUNES A0.1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN A1.1 DEMOLITION FLOOR PUN A2.1 BOOR PLAN A2.2 REFLECTED CEILING PLAN /5.1 INTERIOR ELEVATIONS & DETAILS A6.1 DOOR & FINISH SCHEDULES ABA WALL TYPES ISSUE DATE POST PERMIT REVISION DATE 10/10/18 02/21/20 10/10/18 10/10/18 02/21/20 10/10/18 02/21/20 10/10/18 02/21/20 10/10/18 02/21/2D 10/10/18 02/21/20 10/10/18 02/21/20 10/10/18 PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE INCREASES, REVISION Mai SEPARATE PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM, SPRINKLER WORK. LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE UGHTING REQUIREMENTS PER ATTACHED WSEC SPREADSHEET ENERGY REQUIREMENTS cITVClr EIL S RE OF WSRCTOSP MEET OR EXCEED CURRENT WA STATE ENERGY REQUIREMENTS PER FEB 2 0 2020 PERMIT CENTER 1B-0319 NE LSOK elco Architecture, Inc. ERLY CRAFT ARCHITECTS 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206-408.8500 phone www. N E LSO Nww. cam KAWNEER TI TUKWILA, WA 98188 CONSULTANT SEPARATE PERMIT RELiUIRED FOR: Mechanical Electrical ,Is�LI/ P:umbing hd Gas Piping City of Tukwila BUILDING DIVISION Submittals/Revisions: A PERMIT SET 10/10/2018 POST PERMIT REVISION 02/21/2020 WE: :- CODE COMPLIANCE City of Tukwila Sheet Title: GENERAL INFORMATION & SITE PLAN Date: Design: Drawn: Project No: CR.0018130.000 Approved: Building No: Sheet No: T1.1 0 gewewQMew ENERGY CODE COMPLIANCE: GENERAL NOTES: 02/18/20-1:22Om 18-130 A0.1 (SITE EGRESS WAREHOUSE PLAN).tMW KAWNEER SUITE 18235 L TRAVEL DISTANCE: 285'-5' r TRAVEL DISTANCE:86'-8' •_-->--uJ TRAVEL DISTANCE: 398'-11" TRAVEL DISTANCE: 87-3' A W W -> - 1 - - I 5 W 1. PROJECT SHALL COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE INCWDING NH NOT LIMITED TO THE FOLLOWING PROVISIONS: A. C402.1.4 SEM[-HEATED SPACES: ALL SPACES SHALL COMPLY WITH THE REQUIREMENTS IN SECTION C402 UNLESS THEY MEET THE DEFINITION FOR SEMI -HEATED SPACES. FOR SEMI -HEATED SPACES, THE BUILDING ENVELOPE SHALL COMPLY WITH THE SAME REQUIREMENTS AS THAT FOR CONDITIONED SPACES IN SECTION C402; HOWEVER, FOR SEMI -HEATED SPACES HEATED BY OTHER THAN ELECTRIC RESISTANCE HEATING EQUIPMENT, WALL INSULATION 15 NOT REQUIRED FOR THOSE WALLS THAT SEPARATE SEMI -HEATED SPACES FROM THE EXTERIOR PROVIDED THAT THE SPACE MEETS ALL THE REQUIREMENTS OF SEMI -HEATED SPACE. B. C402.4.1 AIR BARRIERS. A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE. ASSEMBLIES LISTED IN ITEMS I AND 2 SHALL BE DEEMED TO COMPLY PROVIDED JOINTS ARE SEALED. 1. CONCRETE MASONRY WALLS COATED WITH ONE APPLICATION EITHER OF BLOCK FILLER AND TWO APPLICATIONS OF A PAINT OR SEALER COATING; 2. A PORTLAND CEMENT/SAND PARGE, STUCCO OR PLASTER MINIMUM 1/2INCH (12 MM) IN THICKNESS. C. C402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/F 2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE 2 AT 75 PA) IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL. IF THE TESTED RATE EXCEEDS THAT DEFINED HERE, A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED MD ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER MD THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WAIVED. D. C402.4.2 AIR BARRIER PENETRATIONS. PENETRATIONS OF THE AIR BARRIER AND PATHS OF AR LEAKAGE SHALL BE CAULKED, GASKETED OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEALS SHALL BE SFLI FD IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE VAPOR -PERMEABLE WRAPPING MATERIAL SEALING MATERIALS SHALL BE APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SFAI FD. THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION. SECTION C406: ADDITIONAL EFFICIENCY PACKAGE OPTIONS C406.1 REQUIREMENTS. BUILDINGS SHALL COMPLY WITH NO LESS THAN TWO OF THE FOLLOWING: 1. MORE EFFICIENT HVAC PERFORMANCE IN ACCORDANCE WITH SECTION C406.2 2. REDUCED LIGHTING POWER IN ACCORDANCE WITH SECTION C406.3 3. ENHANCED LIGHTING CONTROLS IN ACCORDANCE WITH SECTION C406.4 4. ON -SITE SUPPLY OF RENEWABLE ENERGY IN ACCORDANCE WITH SECTION C406.5 5. PROVISION OF A DEDICATED OUTDOOR AIR SYSTEM FOR CERTAIN HVAC EQUIPMENT IN ACCORDANCE WITH SECTION C406.6 6. HIGH -EFFICIENCY SERVICE WATER HEATING IN ACCORDANCE WITH SECTION C406.7 7. ENHANCED ENVELOPE PERFORMANCE IN ACCORDANCE WITH SECTION C406.B 8. REDUCED AIR INFILTRATION IN ACCORDANCE WITH SECTION C406.9 z n ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN �J 1 "=ICI' ?4ASREQUIRED TFIRE INEIISHERS IN OCCUPANCIES AND LOCATIONS PER SECTION 906THINTERNATIONAL FIRE CODE MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1 -308 (48' MAX). CABINET SHALL PROTRUDE NO MORE THAN 4' INTO WALKS, CORRIDORS, PASSAGEWAYS, OR AISLES. LOCATE CABINET(5) 75-FOOT MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER, (1) 2A EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. EGRESS CODE SUMMARY A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1017.2) TRAVEL DISTANCE B OCCUPANCY: 200' (WITHOUT SPRINKLERS) (TABLE 1017.2) MAX. TRAVEL DISTANCE 5-1OCCUPANCY: 400' (TABLE 1017.2.2) B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (TABLE 1006.2.1) OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.2) IBC 2015 IBC 201S OFFICE - B (BUSTING/NEW) 2,993 SQ FT / 100 = 30 WAREHOUSE - 5 (EXISTING/NEW) 32,229 SQ FT / 500 = 65 TOTAL EXIT REQUIREMENTS: (SEC. 1006 TABLE 1006.2.1 B 1006.3.1) NUMBER REQ'D OFFICE WAREHOUSE LEGEND: EXIT NUMBER PROVIDED 1 2 EXISTING PARTITION TO REMAIN NEW PARTITION 1 2 = 95 IBC 2015 INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION OF EXISTING. ADD NEW WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED. PROVIDE TACTILE EXIT SIGN ADJACENT TO EACH EXIT DISCHARGE DOOR COMPLYING WITH ICC A117.1, A5 SUMMARIZED ON 703/T1.2. ADD NEW WHERE NOT EXISTING. NOTE: EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS CORRIDOR IS MORE THIN 100' OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER 1S LESS. DIRECTION OF TRAVEL rPATH OF EGRESS � _ /- START POINT COMMON PATH OF TRAVEL TERMINATION POINT KEY NOTES: O 1. EXISTING ACCESSIBLE ENTRANCE/EXIT 2. EXISTING TENANT DEMISING WALL 3. EXISTING COLUMN, TYP. 4. EXISTING DOCK -HIGH OVERHEAD DOOR, TYP. 5. EXISTING LANDSCAPED AREA 6. EXISTING EXTERIOR STAIR, TYP 7. NOT USED 8. NOT USED 9. NOT USED ID. EXISTING TRAILER PARKING, TYP 11. EXISTING ACCESSIBLE ROUTE: RAMP WITH MAX SLOPE OF 1:20, MAX CROSS SLOPE OF 1:48; MIN 36" WIDE 12. NOT USED. 13. NOT USED. 14. EXISTING CONDITIONED OFFICE SPACE. 15. NEW CONDITIONED SPACE/BUILDING ENVELOPE. 16. EXISTING SEMI -HEATED WAREHOUSE SPACE. UNIT HEATERS PROVIDING FREEZE PROTECTION ONLY; MODIFY EXISTING GAS FIRED HEATING UNR(S) TO COMPLY WITH 2015 WSEC: MAXIMUM 8 BTU'S PER SF. REVISION 1 D18rO318 KAWNEER NELSON Nelco Architecture, Inc. FORMERLY CRAFT ARCHITECTS 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www. N E LSO Nww.com KAWNEER TI TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: PERMIT SET 10/10/2018 POST PERMIT REVISION 02/21/2020 REVI ODE COMPLIANCE H of Tukwila BUILDING Sheet Title: Date: ARCHITECTURAL SITE/ EGRESS/WAREHOUSEPLAN Design: Drawn: RECEIVE. Project No: CITY OF TUKWILA Approved: FEB 2 u 7070 PERMIT CENTER CR.0018130.000 Building No: Sheet No: A0.1 GENERAL NOTES: 02/18&20 • 12:250m 18-130 Al 1 (DEMO P EXISTING OFFICE 107 EXISTING OFFICE 106 EXISTING WORK AREA 101 EXISTING OFFICE 114 EXISTING OFFICE 113 EXISTING OFFICE IOS e-a u EXISTING STAFF ROOM 112 pin rp- EXISTING OFFICE 104 EXISTING SPRINKLER 102 DEMOLITION FLOOR PLAN 1/8" = 1'-0" EXISTING HALLWAY 109 EXISTING WOMEN'S RESTROOM EXISTING OFFICE 103 ON Z L3 So 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, UON, PROJECT SPECIFIC DEMOLITION , lMOD #g 1.1. DOCKS, OWIIMrs & IOU REMAIN 1.2. DOOR HARDWARE TO REMAIN 1.3. LIGHT FIXTURES TO REMAIN 1.4. GWB CEILING TO REMAIN 1.5. FLOOR FINISHES AND WALL BASE TO REMAINNNO 1.6. TOILET ACCESSORIES TO REMAIN 1.7. TOILET ROOM WAINSCOT TO REMAIN/TO BE REPLACED 2. CONTRACTORS SHALL BE RESPONsiRI F FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. WHERE FLOOR FINISHES (CARPET, VCr, CERAMIC TILE, ETC.) AND/OR FLOOR BASE ARE SCHEDULED TO BE REMOVED, PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES, TYPICAL THROUGHOUT. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 4. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORS AND DOOR FRAMES, ARE SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES UON TYPICAL THROUGHOUT ENTIRE SPACE. 5. IN AREAS WHERE CEILING SYsitM IS SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH WALLS AS REQUIRED. TYPICAL THROUGHOUT ENTIRE SPACE. 6. WHERE WALL MOUNTED ARTWORK IS SCHEDULED TO BE REMOVED. REPAIR WALL AS REQUIRED. TEMPORARILY STORE ONSITE FOR REINSTALLATION AT PROJECT COMPLETION. 7. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. B. FURNISH All LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS. 9. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 10. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 11. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 12. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE, 13. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 14. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCFI LANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION. COORDINATE EXTENT OF DEMOLITION WITH NEW WORK INDICATED ON THE FOLLOWING DRAWINGS. 15. ND EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 16. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANT AND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHER CABLING MUST BE REMOVED. 17. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. 18. RELOCATE THERMOSTATS IN DEMOLISHED PARTITIONS AS REQUIRED. LEGEND: EXISTING PARTITION TO REMAIN PARTITION / ELEMENT TO BE DEMOLISHED KEY NOTES: O 1. REMOVE EXISTING SHOWER STALL. CAP PLUMBING FLUSH TO WALL/FLOOR SURFACE, UTILIZE DRAIN IN NEW TOILET ROOM LAYOUT 2. REMOVE EXISTING WALLS AS SHOWN. 3. REMOVE EXISTING FLOOR FINISH. REVISION 1 D18-0318 ED CITY OF TUKWILA FEB z u non PERMIT CENTER < KAW N EER NELSON Nelco Architecture, Inc. FORMERLY CRAFT ARCHITECTS 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com KAWNEER TI TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: n PERMIT SET 10/10/2018 POST PERMIT REVISION 02/21/2020 REVIEWER F CODE COMPLIANCE o u ila BUILDING DIVISION Sheet Title: DEMOLITION PLAN Date: Design: Drawn: Project No: Approved: Building No: CR.0018130.000 Sheet No: Al.l GENERAL NOTES: EXISTING OFFICE 107 02/18/20 - 1:27pm 18-130_A2.1 (FLOOR PLAN).dwg EXISTING OFFICE 106 DOSTING WORK AREA 101 1 D3STING OFFICE EXISTING OFFICE EXISTING OFFICE 105 EXISTING SPRINKLER 102 EXISTING STAFF ROOM 112 EXISTING OFFICE 104 102 EXISTING HALLWAY 103A CFLOOR PLAN 1/8" = 1'-0„ 7-9" FIELD -VERIFY 103E EXISTING OFFICE 103 DN WOMEN'S RESTROOM 116 MEN'S RESTROOM 115 TING MEN'S RESTROOM 110 EXISTING WOMEN'S RESTROOM 108 1. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED, PREPARE FLOORS AND WALS TO RECEIVE NEW FINISH. CONCRETE SLAB TQ RE SAW -CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WALLS. 2. FINISHES PER ROOM FINISH SCHEDULE SHE A6.1, TYPICAL UON. 3. REUSE EXISTING DOORS, 000R FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 4. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. 5. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UON AS EXPOSED CONSTRUCTION ON THE DRAWING. 6. OFFSET STUDS, WHERE REQUIRED, S0 THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 7. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. B. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 9. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, PIER, JOISTS OR WINDOW MULLION, AS SHOWN. 10. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXNRES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING Or HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 11. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND MY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. ELECTRICAL GENERAL NOTES: 1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDIITONAL COST TO THE OWNER OR THE ARCHITECT. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. SEE ALSO A0.1 FOR WAREHOUSE POWER/DATA. 3. ALL SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE WHITE IN COLOR, UON. DEVICES WHICH OCCUR IN STAINED MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR, AU. EXISTING BEIGE SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE. 4. RECEPTACLES WITHIN 6' OF A WATER SOURCE SHALL BE GFI TYPE. 5. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15" ABOVE FLOOR LION. 6. ALL CORE DRILL LOCATIONS SHALL BE NERVED WITH DESIGNER PRIOR TO DRILLING. 7. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FL00R MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, LION. 8. INDICATED DIMENSIONS ME TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, LION: GANG COVER PLATES SHALL BE ONE-PIECE TYPE LION. 9. ALL EXISTING ELECTRICAL/ TELEPHONE OUTLETS NOT SHOWN ARE EXISTING TO REMAIN. POWER & COMMUNICATION OUTLETS ARE SHOWN IN [DEAL LOCATIONS. REUSE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE. LEGEND: EXISTING PARTITION TO REMAIN NEW PARTITION OCCUPANT SENSING AUTOMATIC CONTROL l 143r WALL MOUNTED DUPLEX OUTLET: KEY NOTES: O DED OR HATCH = DEDICATED 20A = 20 AMP CIRCUIT T = 12 HOUR TIMER 1. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR. CLEAN AND ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECRON 404), NEW WEATHER STRIPPING. 2. EXAMINE EXISTING ACCESSIBLE TOILET R00t4, INSTALL NEW SURFACE MOUNTED VERTICAL GRAB BARS, WHERE REQUIRED, PER ICC/ANSI A117.1 SECTIONS 604 MID 609, SEE ALSO DETAIL 14/A5.1. PROVIDE BLOCKING AS REQUIRED. REVISION 1 D18-0318 RECEtVED CITY OF'i UKWIILA FEB 2 0 2020 PERMIT CENTER <KAWNEER NELSON Nelco Architecture, Inc. FORMERLY CRAFT ARCHITECTS 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www. NELSONww.com cc W TUKWILA, WA 98188 CONSULTANT Submittals/Revisions; PERMIT SET 10/10/2018 POST PERMIT REVISION 02/21/2020 CODE COMPLIANCE City of Tukwila Sheet Title: OFFICE FLOOR PLAN Date: Design: Drawn: Project No: Approved: CR.0018130.000 Building No: Sheet No: A2.1 DESIGN BUILD NOTES: GENERAL NOTES: PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN -BUILD. NEW LIGHTING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. IBC 1008.1 - ILLUMINATION REQUIREMENT 1. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. B. IBC 1008.2.1- ILLUMINATION LEVEL 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL C. IBC 1008.3 - ILLUMINATION EMERGENCY POWER 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. 1.1 LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, MD EXTERIOR PORTIONS OF THE EXIT DISCHARGE, INCLUDING INTERIOR EMT STAIRWAYS & RAMPS. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR -TO -CEILING PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING SERVING THAT AREA. THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED MID INDICATES THEIR STATUS. C405.2.1.2 LIGHT REDUCTION CONTROLS. LIGHT REDUCTION CONTROLS NEED NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: 1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE CORRIDORS, EQUIPMENT ROOMS, STOREROOMS, RESTROOMS, PUBLIC LOBBIES, ELECTRICAL OR MECHANICAL ROOMS, 2. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. C405.2.2.1 AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY SENSORS, C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN AU CI ARSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK ROOKS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED BY FLOOR -TO- EIUNG HEIGHT PARTITIONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. 2:28pm 18-130_A2.2 (REFLECTED CEILING PLAN).d*g C405.2.2.3 DAYLIGHT ZONE CONTROL DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION C405.2.2.3.2. EACH DAYUGHT CONTROL ZONE SHALL NOT EXCEED 2,500 SF (232 M2). CONTIGUOUS DAYUGHT ZONES ADJACENT TO VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE PROVIDED THAT THEY D0 NOT INCLUDE ZONES FACING MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS (I.E.,NORTH, EAST, SOUTH, WEST). THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM THE SECONDARY DAYUGHT ZONE. DAYLIGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET (4572 MM) FROM THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. CONTROL SHALL: 1. CONTROL ONLY LUMINAIRES WITHIN THE DAYLIT AREA. 2. INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES, EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA UGHTING. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED EN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK CONTROLS DEVICE SHALL BE CAPABLE OF AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO AVAILABLE DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS: 1. CONTINUOUS DIMMING USING DIMMING BR I ASTS AND DAYLIGHT -SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POWER OF GENERAL LIGHTING IN THE DAYLTI ZONE CONTINUOUSLY TO LESS THAN 20 % OF RATED POWER AT MAXIMUM LIGHT OUTPUT. 2. SItWED DIMMING USING MULTI -LEVEL SWITCHING AND DAYLIGHT -SENSING CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY, THE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL STEP IS BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER CONTROL STEP IS NO GREATER THAN 35 PERCENT OF DESIGN POWER, AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY TURNING THE SYSTEM OFF. C408.3.1 FUNCTIONAL TESTING. TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CAUBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS EXISTING OFFICE 107 1 EXISI1NG OFFICE 106 EXISTING WORK AREA 101 EXISTING OFFICE EMLSTIHG OFFICE 105 113 NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A. NEW MECHANICAL ELEMENTS, INCLUDING BUT NOT LIMITED TO PACKAGED UNITS, CONTROLS, DAMPERS, DUCTING, COMMISSIONING; TO FULLY COMPLY WITH THE PROVISIONS OF WSEC SECTION C403. B. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE MECHANICAL CODE (WAC 51-52) C. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 403 IN THE 2015 INTERNATIONAL MECHANICAL CODE THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3 IN ACCORDANCE WITH ACLE i tU ENGINEERING PRACTICE. NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. EXISTING STAFF 112 WOMENS RESTROOM 116 MEN'S RESTROOM 115 EXISTING HALLWAY 109 EXISTING O WOMEN'S RESTROOM 108 REFLECTED CEILING PLAN 1/8" = 1'-0" 1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN Alglintcruw, J4T.MECHANICAL OR PLUMBING DRAWINGS OBTAIp OtARIFKATIMOINIONMIIN{BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 2. BEFORE STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS. IF THERE ARE EXISTING BUILDING OBSTRUCRONS AND CEILING FIXTURES, LEVEL CHANGES, SOFFITS, ETC., CANNOT BE INSTALLED WHERE INDICATED, OR IF THERE ARE ANY CONFLICTS OR DISCREPANCIES, CONTRACTOR SHALL NOTIFY AND OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY PART OF THE CEILING WORK OR RELATED WORK. 3. REWORK EXISTING FIRE, LIFE, SAFETY SFSItM AS REQUIRED PER NEW WALL LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILDING RECOMMENDED SUB -CONTRACTOR. 4. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 5. ALL CEILING MOUNTED DEVICES SHAWL BE WHITE. 6. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE AREAS. D0 NOT PLACE ANY ABOVE UTF5ON BOARD CEILINGS, UNLESS APPROVED BY ARCHITECT. 7. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAME FPS• LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. GROUP DEVICES TO MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. 8. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE, NOT LOWER THAN B" ABOVE LINE OF HIGHEST FINISHED CEILING. 9. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 10. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE SWITCH PLATE. 11. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO DOOR OPENINGS, DO NOT INSTALL IN CENTER OF WALL. ARCHITECT AND CLIENT TO APPROVE ALL LOCATIONS. 12. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR PROVIDE OVERRIDE SWITCH AT ALL CONFERENCE ROOMS 13. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME TEMPERATURE, UON. CEILING NOTES: 1. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS, TYPICAL UON, 2. CENTER LIGHT Flx I URES/SPRINKLER HEAD/DFU ING ELEMENT IN 24" PORTION OF 48" CEILING TILE, TYPICAL UON. 3. LOCATE ALL UGHT FIXTURES, SPEAKERS, LIFE -SAFETY DEVICES, ETC., IN STRAIGHT LINES AND IN CENTER OF CEILING TILES, UON. LEGEND: EXIT ELEMENT TO BE DEMOLISHED INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED 1X4 SURFACE MOUNTED LED Flx I URE W/ WRAP AROUND ACRYUC LENS EXHAUST FAN (SONE RATING LESS THAN 1.0 SONE) GWB GYPSUM BOARD CEILING OPEN TO STRUCTURE KEY NOTES: O 1. EXISTING CEILING AND FIXTURES TO REMAIN. 2. REPAIR DUSTING CEILING WHERE PARTITIONS HAVE BEEN REMOVED. REVISION 1 D18-0318 RECEIVER CITY OF 'RI liWILA FEB 20 2020 PERMIT CENTER < KAWNEER NELSOK Nelco Architecture, Inc. FORMERLY GRAFT ARCHITECTS 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONwvv.com W z 0 icr 0 -J (711 can TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: n PERMIT SET 10/10/201B POST PERMIT REVISION 02/21/2020 Sheet Title: City of Tukwila IL' ► flIVISIONj RERECTED CEILING PLAN Date: Design: Drawn: Project No: Approved: CR.0018130.000 Building No: Sheet No: A2.2 GENERAL NOTES: MAX ALLOWABLE STRESSES: VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS APPLIED AT ANY POINT ON THE GRAB BM, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. 1 GRAB BAR DETAIL PARTITION AS SCHEDULED 1/4" DIA SHEET METAL SCREWS TO METAL BLOCIONG/BACKING 1 1/2' DIA GRAB BAR (1 114" MIN TO 2" MAX OUTSIDE DIA) PROTRUDING ELEMENT 16 GA METAL STUD BLOCKING W/ (1) A35 WP TOP AND BOTTOM OR 3/4' PLYWOOD BACKING PLAM, FRP, OR CERAMIC TILE OVER WATER-RESISTANT GWB OR PREFABRICATED SHOWER MODULE BRUSHED ALUMINUM TRIM GAP WAINSCOT W/ METAL TRIM AT SHEET EDGES PER FINISH PLANS STRATEGIZE LOCATION OF LAMINATE SEAMS TO MINIMIZE VISIBILITY. LAYOUT SEAMS SYMMETRICALLY WHENEVER POSSIBLE. COVE FLOORING RETURN UP WALL AT RESILIENT SHEET FLOOR SECTION @ WAINSCOT 02/18120 - 12:26pm 18-130_S.1 (ENLARGED PLANS. ELEVATIONS. DETAILS).dwq A B U WOMEN'S TOILET ROOM 116 ELEVATIONS A B 1,-4„ ® MEN'S TOILET ROOM 115 ELEVATIONS 1/41. = 11 _0„ A MEN'S TOILET ROOM 110 ELEVATION 1/4" = 1'-0" C C 1'-7' 1I D SEE 11.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS 1. ALL ElIST1NG BUILDING COLUMNS, EICIERICN wfus,vaikuoit W(M_Dw.OWS, AND STRUCTURAL MUMPS TO LI 1 .AW.a a��LL, a :sr�+�.. 2. NEW RESTROOM(S) TO BE FULLY ACCFtW F PER THE PROVISIONS OF ANSI A117.1 SECTION 603 AS SUMMARIZED ON SHEET 71.2. KEY NOTES: O RESTROOM ACCESSORY MANUFACTURER: BOBRIOK, CLASSIC SERIES, UON. STAINLESS STEEL WITH SATIN FINISH 1. WATER CLOSET. REFER TO 604/T1.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. NOT USED 3. WALL HUNG SINK. REFER TO 606/T1.2. 4. SURFACE MOUNTED MIRROR. 24)36. REFER TO 603/T1.2. 5. SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/T1.2. 6. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL REFER TO 606/T12. 7. SURFACE MOUNTED TOILET SEAT COVER DISPENSER. REFER TO 606/T1.2. 8. 18'X48' URINAL PARTITION, WALL MOUNTED. REFER TO 604/1-1.2. 9. SEMI•RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TYP. REFER TO 606/T1.2. 0. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 MD 609, SEE ALSO DETAIL 19/A.5.1. PROVIDE BLOOQNG AS REQUIRED. 11. EXISTING FLOOR DRAIN WITH TRAP PRIMER. 12' SQUARE SECTION OF FLOOR TO SLOPE TOWARD FLOOR DRAIN. 12. WALL HUNG URINAL REFER TO 605/T1.2. 13. MANEUVERING CLEARANCES 1 CLEAR FLOOR SPACE REQUIRED AT FIXTURE. REFER TO 305, 404, 604/T1.2., TYP. 14. WAINSCOT, TYPICAL ALL (4) WALLS, UNO OR SHOWN WITHOUT WAINSCOT IN ELEVATION. 15. WHITE INSULATION/COVER, SEE 606.6/T1.2. 16. SIGNAGE WITH BRAILLE, REFER TO 703/T1.2 SINGLE OCCUPANCY: TRIMCO, 529, BLUE, MENS: TRIMCO, 527, BLUE, WOMENS: TRIMCO, 52B, BLUE LEGEND EXIST. WALLS / PARTITION TO REMAIN NEW PARTITION WALL WALL MOUNTED DUPLEX OUTLET: DED OR HATCH = DEDICATED 20A = 20 AMP CIRCUIT T = 12 HOUR TIMER OCCUPANT SENSING AUTOMATIC CONTROL REVISION 1 opiR/4ESTil ROOMS - FLOOR PLANS D18-O RECF NEI) CITY OF TUKWjLA FEB 20 2020 PERMIT CENTER < KAW N EER NELSON Nelco Architecture, Inc. FORMERLY CRAFT ARCHITECTS 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com 1/40 0 0 m (%] 00 00 CO (1) CONSULTANT Submittals/Revisions: Sheet Title: PERMIT SET 10/1012018 POST PERMIT REVISION 02/21/2020 INTERIOR ELEVATIONS & DETAILS Date: Design: Drawn: Project No: CR.0018130.000 Approved: Building No: Sheet No: A5.1 DOOR/RELITE SCHEDULE 02/18/20 • 12:26pm 18-130 A6.1 (000R _ FINISH SCHEDULES).dwg DOOR FLOOR FINISH MAIL SAME ON BOTH SIDES OF OPENING RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE CONCRETE SLAB DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE SILL/FLOOR TRANSITION OPENINGS FRAMES DETAILS DOOR ROOM NAME TYPE SIZE (WxH) THICK. MATERIAL GL INSUL FIRE RATING HDWE TYPE DOOR FINISH TYPE MATERIAL FINISH HEAD JAMB SILL REMARKS 110 115 116 MEN'S RESTROOM MEN'S RESTROOM WOMEN'S RESTROOM EXISTING F F 3'-0" X 71•0" 3'•0" X 7'-0" 13/4" 1 3/4" W00D WOOD F F MATCH EXIST. MATCH EXIST. 1 MATCH EXIST. 1 MATCH EXIST. MATCH EXIST. MATCH EXIST. 3/A6.1 3/A6.1 2/A6.1 2/A6.1 6/A6.1 MATCH EXISTING 6/A6.1 MATCH EXISTING WALL TYPE AS SCHEDULED 51 ELL RUNNER DRYWALL SCREW, (I) NEXT TO EACH RETAINER CUP STEEL CASING WITH HEAT TREATED CASING RETAINER CLIP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED C-0 INT. DOOR HEAD - TIMELY ) 3" = 1 2' WALL TYPE AS SCHEDULED 20 GA STEEL STUD STEEL CASING WITH HEAT TREATED CASING RETAINER CLIP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED INT. DOOR JAMB - TIMELY CARPET OVER PAD. IF CARPET TILE (1/4") OR WALK -OFF MAT (5/8") - FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSITION - REFER ALSO TO GENERAL NOTES DOOR 3/8'x1-1/2" BRUSHED ALUM. ANGLE SECURED TO SLAB TILE CONCRETE SLAB OR RESILIENT BOOR MATERIAL DOOR TRANSITION STRIP TILE DOOR TYPES: PER DOOR SCHEDULE 0 g F (FLUSH) FRAME TYPES: PER SCHEDULE 1 DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF IBC 1010.1.9 AND ANSI A117.1 SECTION 404, AS SUMMARIZED ON T1.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, ('1 FAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9,3 LOCKS & LATCHES. 4. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, RILL RUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, UON. 5. EXTERIOR DOORS (STOREFRONT/ENTRANCE) TO BE 2"X41/2', CENTER GLAZED, MEDIUM STILE, THERMALLY BROKEN, ALUMINUM STOREFRONT, KAWNEER OR APPROVED EQUAL. FINISH TBD OR TO MATCH DUSTING ADJACENT. 6. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, UNIFORM WHITE BIRCH, ROTARY CUT, NATURAL, CLEAR R00 FINISH. NEW INTERIOR DOOR FRAMES TO BE BURDING/OWNER STANDARD: KNOCK DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH, BLACK, ALTERNATE DOOR FRAME: EXTRUDED ALUMINUM, CLEAR ANODIZED FACTORY FINISH (WESTERN INTEGRATED, SERIES 300, I" SQUARE TRIM OR EQUIVALENT). 7. IG INDICATES INSULATED GLAZING, TYP. 8. TG INDICATES TEMPERED GLAZING, TYP. 9. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 11. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U-FACTOR. 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER WSEC C402.4.6, 13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM, 14. ALL DOOR HARDWARE PACKAGES TO INCLUDE WALL/FLOOR STOPS, SILENCERS, HINGES, ETC. DOOR HARDWARE NOTES: TYPE I: PRIVACY WITH 7N USE' INDICATOR, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE F: PASSAGE SET, CLOSER; INSTALL WEATHER STRIPPING AND SURFACE APPLIED DOOR SWEEP ON DOOR WAREHOUSE TO ROOM FINISH SCHEDULE FLOOR BASE WALLS CEILING REMARKS ROOM ROOM SUBSTRATE NORTH EAST SOUTH WEST # NA E T F 110 MENS TOILET EXIST P 01 INST. FLOOR NG AT SHOWER EXIST EXIST EXIST EXIST EXIST EXIST GWB PT-1/PL•1 DUST EXIST A M 0 -1 G - PL- G - - P- 116 WOMEN'STOILET EXIST R-1 R-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-I/PL-1 GIVE 8-0° FINISH SPECIFICATIONS: FLOOR FINISHES: FLOOR FINISH TO BE CPT-1, UON RESILIENT SHEET FLOORING ARMSTRONG,CONNECTION CORLON TBD R 1 WALL FINISHES: WALL FINISH TO BE PT-1, LION PAINT (GENERAL) SHERWIN WILLIAS,TBD WALL BASE: WALL BASE TO BE B-1, UON NO BASE ON WAREHOUSE SIDE TO MATCH EXISTING CONDITION RESILIENT BASE ROPPE,1BD,4° MILLWORK FINISHES: PLASTIC LAMINATE WAINSCOT TBD ROOM FINISH GENERAL NOTES: 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB 1O 13 RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT-1, UON. 3. RUBBER BASE, B-1 THROUGHOUT, UON. 4. CARPET, CPT-1 THROUGHOUT, UON. 5. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT-1, LATEX WITH FLAT FINISH, UON. TOILET ROOPGWB CEILINGS AND SOFFITS TO BE PT-1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UON. 6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS 15. 7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 16. 8. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE 17. ONE (1) COAT OF LATEX SEM[-GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 9. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND:R 18. EXCEPTIONS 10. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAMMT% MISTIME. 11. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. 12. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT PAU SURFACE. 14 PLASTIC LAMINATE, PL-1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, UON. PLASTIC LAMINATE PL-2 AT ALL COUNTERTOPS AND BACKSPLASHES, VON. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. SEE ALSO TRANSITION DETAILS THIS SHEET. WHERE BOOR FINISH THICKNESS REQUIRES, FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. FIRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI. All FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE -DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. ALTERNATE PRICE TO PROVIDE NEW WINDOW BLINDS (1", METAL MINI BLIND, STANDARD COLOR) AT ALL EXTERIOR WINDOWS AND INTERIOR RELTTES. REVISION 1 D18-0318 TIECtlVE:l CITY OF TUKWILA FEB 20 2020 PERMIT CENTER Ic KAWNEER NELSON Nelco Architecture, Inc. FORMERLY CRAFT ARCHITECTS 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONwvv.com KAWNEER TI 0 0 J I11 cn (7 L1) LUJ 0 1�1 0 M (V CO TUKWILA, WA 98188 CONSULTANT Submittals/Revisions: PERMIT SET 10/10/2018 POST PERMIT REVISION 02/21/2020 REVIFWED FOR CODE COMPLIANCE City of Tukwila ILDING DIVISI Sheet Title: DOOR AND FINISH SCHEDULES Date: Design: Drawn: Project No: Approved: CR.0018130.000 Building No: Sheet No: A6.1