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Home My WebLink AboutPermit D18-0296 - LINDAL CEDAR HOMES - INTERIOR TENANT IMPROVEMENTINDAL CEDAR HOMES INC 6840 FORT DENT WAY 200 D18-0296 Parcel No: Address: O City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2954900425 Permit Number: D18-0296 6840 FORT DENT WAY 200 Project Name: LINDAL CEDAR HOMES INC Issue Date: 10/2/2018 Permit Expires On: 3/31/2019 Owner: Name: Address: Contact Person: Name: Address: JOHN C RADOVICH DEV CO 2835 82ND AV SE #S-1, MERCER ISLAND, WA, 98040 LINDA DUCEY 1200 FIFTH AVE, STE 1300 , SEATTLE, WA, 98101 Contractor: Name: D P INC GENERAL CONTRACTORS Address: 19936 BALLINGER WAY NE , SEATTLE, WA, 98155 License No: DPINCGC066BU Lender: Name: JOHN C RADOVICH DEV CO Address: 2835 82ND AV SE #S-1, MERCER ISLAND, WA, 98040 Phone: (206) 408-8500 Phone: (206) 361-2989 Expiration Date: 1/31/2020 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT DEMISING A NEW OFFICE SUITE ON THE SECOND FLOOR TO INCLUDE: DEMOLITION OF PARTITIONS AND DOORS, CONSTRUCTION OF PARTITIONS AND DOORS, RELOCATION OF LIGHT FIXTURES RETROFITTED TO LED, NO STRUCTURAL WORK AND NO CORE ALTERATION. Project Valuation: $350,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $6,448.45 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 7—\ 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 Permit Center Authorized Signature: I hearby certify that I have read and examined this permit and \uvwj now the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Date: The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per . • agree to the ditions J tached to this permit. Signature: Print Name: Date: 16 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: 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 light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 14: 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) 15: 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) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 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) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) / / 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 30: 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) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 31: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 33: 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) 32: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 37: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUCK -A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. tt V — Qeqr# Project No. Date Application Accepted: 1-11-1--(9 Date Application Expires: (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 King Co Assessor's Tax No.: 295490-0425 Site Address: 6840 Fort Dent Way, Tukwila, WA 98168 Suite Number: 220 Floor: 2 Tenant Name: Lindal Cedar Homes, Inc. New Tenant: j Yes ❑ .. No PROPERTY OWNER (Building Representative) Name: John C Radovich Development Address: 1200 5th Ave, Suite 1300 Address: 2835 82nd Ave SE Phone: (206) 408-8518 Fax: City: Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Linda Ducey Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8518 Fax: Email: LDucey@nelsononline.com GENERAL CONTRACTOR INFORMATION Company Name: DP Incorporated General Contractors Address: 19936 Ballinger Way NE City: Seattle State: WA Zip: 98155 Phone: (206) 361-2989 Fax: Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2020 Tukwila Business License No.: BUS -0994280 H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 3-9-I I.docx Revised: August 2011 bh ARCHITECT OF RECORD Name: John C Radovich Development Company Name: NELSON Company Name: Architect Name: Mark Evans Address: 1200 5th Ave, Suite 1300 Cit Seattle State: WA Zip: 98101 Phone: (206) 408-8518 Fax: Email: MEvans@nelsononline.com State: ENGINEER OF RECORD Name: John C Radovich Development Address: 2835 82nd Ave SE Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: John C Radovich Development Address: 2835 82nd Ave SE City: Mercer Island State: WA zip: 98040 Page 1 of 4 BUILDING PERMIT INFORMATIO1006-431-3670 Valuation of Project (contractor's bid price): $ 350,000 Describe the scope of work (please provide detailed information): Interior tenant improvement demising a new office suite on the 2nd floor to include: - Demolition of partitions and doors - Construction of partitions and doors - Relocation of light fixtures retrofitted to LED - No structural work and no core alteration Existing Building Valuation: $ Will there be new rack storage? ❑ Yes V.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers Automatic Fire Alarm ❑ 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 ata Sheets. SEPTIC SYSTEM D On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11 docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I st Floor 0 2"d Floor 19;933 5,662 0 0 V -B B 3rd Floor 0 Floors thru 0 Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers Automatic Fire Alarm ❑ 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 ata Sheets. SEPTIC SYSTEM D On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11 docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO'ATION — 206-433-0179 Scope of Work (please provide detailed information): Removal of a sink and replacing it with a new ADA -compliant sink (at the same location). Addition of a new dishwasher 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 ❑ ...Sewer Use Certificate ❑ .. Highline ...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) O .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone O .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size 11WO # 0 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private ❑ O .. Grease Interceptor O .. Channelization ❑ .. Trench Excavation O .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H: Applications Forms -Applications On Line 201 I Applications Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR UTHO ZEIp A NT: Signature: Print Name: Linda Ducey Mailing Address: 1200 5th Ave, Suite 1300 H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11 .docx Revised. August 2011 bh Date: 09/14/2018 Day Telephone: (206) 408-8518 Seattle WA 98101 City state Zip Page 4 of 4 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/02/2018 12:41:18 PM CREDIT CARD SALE VISA CARD NUMBER: **********3866 K TRAN AMOUNT: $4,037.39 APPROVAL CD: 41927G RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.com/V irtualMerchant/transaction. do?dispatchMethod=printTra... 10/2/2018 0 0 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/02/2018 12:41:18 PM CREDIT CARD SALE VISA CARD NUMBER: **********3866 K TRAN AMOUNT: $4,037.39 APPROVAL CD: 41927G RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Page 2 of 2 https: //classic. convergepay. com/V irtualMerchant/transaction. do?di spatchMethod=printTra... 10/2/2018 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $4,037.39 D18-0296 Address: 6840 FORT DENT WAY 200 Apn: 2954900425 $4,037.39 Credit Card Fee $117.59 Credit Card Fee R000.369.908.00.00 0.00 $117.59 DEVELOPMENT $3,734.33 PERMIT FEE R000.322.100.00.00 0.00 $3,709.33 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $185.47 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15527 R000.322.900.04.00 0.00 $185.47 $4,037.39 Date Paid: Tuesday, October 02, 2018 Paid By: REBECCA DAVIDSON Pay Method: CREDIT CARD 41927G Printed: Tuesday, October 02, 2018 12:41 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PAID $2,411.06 $2,411.06 $2,411.06 $2,411.06 $2,411.06 PermitTRAK D18-0296 Address: 6840 FORT DENT WAY 200 Apn: 2954900425 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15402 R000.345.830.00.00 0.00 Date Paid: Friday, September 14, 2018 Paid By: NELSON WORLDWIDE INC Pay Method: CHECK 642 Printed: Friday, September 14, 2018 3:20 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:�- 4 /a441<. �'c`b+4iL //f0S Type of Inspection: 4 VI Li els f ' Address: 6esiv fiv-ir &ar mfy Date Called: -200 Special Instructions: G M rg - 00413 (3) {QT'4'- ' c C� M a --O/S-9 Date Wanted: /2 -/o- /$ a.m p.m. Requester: J Phone No: pproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 2t/Li iL ti l Inspects` Date: /z. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 13i8 6.29b INS ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206)431-3670 Permit Inspection Request Line (206) 438-9350 Project: k/s1 CCE8tvL )i203 Type of Inspection: si/JR9JA 47/4-,,q4 Address:Date 40 #TeX/ Called: Z.OD Special Instructions: Date Wanted: /Z 3-r8 a.m. ` Requester: Phone No: Zap Zl(o 694Z Approved per applicable codes. Corrections required prior to.approval. COMMENTS: Sa9#3 Gati _4 iWW-or10- /✓tea ilatrea2 '.S Inspector: Date: /e REINSPECYION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1)418-02 Project: I.1/MAL& /fi IOC T pe of I spection: ►T#,M a L aFOrf 1 4wil t Date Ca led: Special Instructions: . Date Wanted: Li -'7-er: a.m. .....ti �% � oC� Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: // 7 za3" REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 big -oz? , Project- Akk/ /�6 Di ' Type Inspection: Address: C2 ENO 614 De/i4 WAJI Date Called: 0 Special Instructions: .S0 -4+C -4Z(71)/1- Date Wanted: 1 - Z i8 a.r� P.• Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. OMMENTS: Fr -701-yri, Inspector:3CSL ( sy) Date://.../ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ID18-02 74 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: LiNdflL L Jnr' Type of Inspection: Fie AM I Nee A6 85 0 ��0 A Date Called: Special Instructions: OR (2.00 Ai, f Date Wanted: 10 -31.2019 Requester: Phone No: Approved per applicable codes. NICorrections required prior to approval. COMMEN ><. 7& A) GJJo k p e -J 71.0 Inspector: ,6 (-12p069--: Date,6 ./ Ae_( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type tf /WA/ C ii r J o Inspection: . ! r Address: ( Suite #: b T V gi"1" f , �� Al Contact Person: Special Instructions: Phone .: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (A11- ?'t- Netti_s _s e (74 w1 , ta41,49 Date: /31/0A g Fire Alarm: twrN, & Duct: Monitor: ii4Hood �Pre-Fire: .._- ((L4 avide, PAS Occupancy Type: S f Needs Shift Inspection: A> Sprinklers: /- Date: /31/0A g Fire Alarm: twrN, & Duct: Monitor: ii4Hood �Pre-Fire: Permits: / Occupancy Type: S Inspector: ---4Y hi/S-3 Date: /31/0A g Hrs.: . twrN, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State;._ Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L 4 S I as, *-1-1::1Akt,,o Type of Inspection: Address: (p4() Suite#: � Contact Person: Special Instructions: Occupancy Type: Phone No.: nApproved per applicable codes. "Corrections required prior to approval. COMMENTS: p< 01....., ut,v C 1 NC -e M kQ cvn. 42 s 'c d Monitor: Pre -Fire: Permits: Occupancy Type: , — NOT' i4p ov Q J —k-- Q S C -- kg of G` .- -t c o I. zrmi , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: "' -t c- - _ _ Date: \-2, IL 1 \ e) Hrs.: Li t Q t&A i ik, n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit / -S -/97 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: % / t €4fiCe cc, , Type of Inspection: co v ''" Address: Suite #: 3g?' " (0€)1/440 r i" Contact Person: Special Instructions: Occupancy Type: Phone No.: VIApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: -- OK- a va-i- -- A--eid /! s .rs -A At 0" v V -C7 /..S /a/ /2 — f't pit r o ----- 5 0 v.r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: igfrcy Date: ///z /, $ Hrs.: 2 G $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 `��RMIT COORD COPY ca' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0296 DATE: 09/14/18 PROJECT NAME: LINDAL CEDAR HOMES INC SITE ADDRESS: 6840 FORT DENT WAY - SUITE 220 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works w 4/w0 Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/16/18 Approved Corrections Required n Approved with Conditions C nDenied (corrections entered in Reviews) (ie: Zoning Issues) Notation: &i• KM-ev-ti REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 D P INC GENERAL CONTRACTS Home Espanol Contact. Safety & Health Claims & Insurance CWashington State Department of O Labor & Industries O !Search L&I Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, WILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 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. DPINCGC066BU Effective — expiration 0113111994— 01/31/2020 Bond Merchants Bonding Co (Mutual) $12,000.00 Bond account no. WA28622 Received by L&I Effective date 12/27/2012 01/31/2013 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co Policy no. CPA6015605 $1,000,000.00 Received by L&I Effective date 08/21/2018 09/15/2016 Expiration date 09/15/2019 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. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 10/1/2018 nTable: _NELSON-FULL.ctb 0 ai N O U 7/ 2 -CV-02.dwg Us a) U LINDAL CEDAR HOMES, INC. 2ND FLOOR, SUITE 220 FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WASHINGTON 98168 PROJECT TITLE 1. COMPLY WITH ALL APPLICABLE CODES. 2. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY FIELD CONDITIONS PRIOR TO PURCHASING MATERIALS OR COMMENCING THE WORK. 3. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. VERIFY THE BUILDING STANDARDS (B/S) BEFORE PROCEEDING WITH THE WORK. 5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING WITH THE WORK. 6. WALLS, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES. 7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. 8. ALIGN AND SHIM TRANSITIONS BETWEENOLD AND NEW CONDITIONS. 9. LEVEL THE FLOOR. DEVIATIONS OF ± 1/2" WITHIN 10'-0" IS THE ACCEPTABLE LIMIT. 10. GENERAL CONTRACTOR TO REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO SENDING COPIES TO TENANT FOR REVIEW AND COMMENT. 11. THE BUILDING REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND STANDARDS OF CONDUCT. 12. DO NOT SCALE DRAWINGS. 13. GENERAL CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND STAGING OF MATERIALS. 2 GENERAL NOTES NA 1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS. RE -BALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO OWNER. 3. CLEAN ALL DIFFUSERS & GRILLES. VERIFY LOCATION OF THERMOSTATS WITH OWNER AND NELSON PRIOR TO FINAL INSTALLATION. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR. CONTRACTOR SHALL PROVIDE BARRIERS OR SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE TO OTHER TENANTS WITHIN THE BUILDING. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE TENANTS OF THE BUILDING. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION FROM OWNER. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY. 9. NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL. 10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY NON -AUTHORIZED PERSONNEL AND AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS. 11. to GREEN RIVER 11.1.111 IMMO FORT DENT II 6840 FORT DENT WAY EXISTING OFFICE BUILDING FORT DENT PARK GREE 1111Nc�NTFR e '1441111 r7'- E 05 VICINITY MAP NORTH N.F.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL. 12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED 1/2" & SHALL BE PACKED SOLID WITH APPROVED FIRE SAVING MATERIAL & SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY CODE. 13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY -APPLIED FIRE PROOFING. SITE PLAN 3/4" PLASTIC LAMINATE BACKSPLASH FORT DENT II 6840 FORT DENT WAY EXISTING OFFICE BUILDING 2'-1" 2'-0" ca PROTECTIVE COVERING AT EXPOSED PIPES 13 1/4" PLYWOOD BACKING WITH MELAMINE FINISH DASHED LINES INDICATE REQUIRED ACCESSIBLE CLEARANCES CONTINUE FINISH FLOOR BELOW SINK RESILIENT BASE, PER SCHEDULE NORTH NTS SCOPE OF WORK: SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: CONSTRUCTION TYPE: OCCUPANCY: AREA OF SUITE: AREA OF FLOOR: APPLICABLE CODES: TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: INTERIOR TENANT IMPROVEMENT DEMISING A NEW OFFICE SUITE ON THE SECOND FLOOR TO INCLUDE: • DEMOLITION OF PARTITIONS AND DOORS • CONSTRUCTION OF PARTITIONS AND DOORS • RELOCATION OF LIGHT FIXTURES RETROFITTED TO LED • NO STRUCTURAL WORK • NO ALTERATION OF CORE 6840 FORT DENT WAY TUKWILA, WA 98168 295490-0425 GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF- BEG MOST WLY COR OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON COR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TH S 58-47-17 W 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY COR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO POB - OF CITY OF TUKWILA SHORT PLAT NO 79 -7 -SS RECORDING NO 7908210370 SD SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 --- AS PER CITY OF TUKWILA BDRY LINE AD) NO 90-2-BLA RECORDING NO 9008151101 RCM V -B, SPRINKLERED (UPGRADED TO RAPID RESPONSE HEADS) GROUP B (OFFICE) ± 5,662 SF ± 19,933 SF 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2015 INTERNATIONAL FUEL AND GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2009 ICC / ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS & FACILITIES LINDAL CEDAR HOMES, INC. JOHN C RADOVICH DEVELOPMENT 2835'82ND AVENUE SE MERCER ISLAND, WA 98040 PHONE: (206) 267-2669 E-MAIL: REBECCADAVIDSON@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON 1200 5TH AVENUE, SUITE 1300 SEATTLE, WA 98101 PHONE: (206) 408-8518 E-MAIL: LDUCEY@NELSONONLINE.COM CONTACT: LINDA DUCEY DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE SEATTLE, WA 98155 PHONE: (206) 361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN REVIEWED FOR CODE COMPLIANCE APPROVED SEP 26 2018 J City of Tuk4l la BUILDING DIVISION 5 PROJECT INFORMATION B/S S.S. FAUCET & SINK PER ANSI 117.1 CODE COMPLIANCE /PLASTIC LAMINATE COUNTER TOP, PER SCHEDULE ADA COMPLIANT CASEWORK !A HARDWARE moi= 6"/ 8"" MIN f' MIN CLR I CLR (2) CONCEALED HINGES PER EACH DOOR CABINET DOORS, PLASTIC LAMINATE FINISH ON EXPOSED FACE WITH MATCHING EDGE BANDING AND MELAMINE FINISH 1'2 ON INTERIOR FACE J U z ATTACH BASE TO DOOR, CUT BASE SHORT FOR PROPER DOOR OPERATION -J U z_ X AN -0 COVER SHEET AN -1 LIFE SAFETY PLAN AN -2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS A1-1 DEMOLITION & CONSTRUCTION PLANS A2-1 REFLECTED CEILING PLAN & DETAILS RECEIVED CITY OF TUKWILA SEP 14 2018 PERMIT CENTER bt8-ozqt, NA 6 NOT USED NA 7 MECHANICAL, PLUMBING, FIRE PROTECTION & LIFE SAFETY NOTES NTS SECTION AT ADA SINK 1" = 1'-0" 9 SHEET INDEX NA Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Ave. Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 FC 1: :ccnical -lcotrncal Ltdfitumthng IG/Gcs Piping City of Tukwila B111LDING DIVISION FILE CDrY Perm; Sao. tiV/ Plan review approval 13 cub ect to crroro and cmicsions. Approval of canstruc:icn d .umonts door not a uihoriza the violation of any adoptod coda or ordinar:co. R cclpt of approved Fiel = py and conditi• is aclowlcd cd: By.•l� .�� 1.J/ ..`i /. f/ Date: MINK Consultant: City of Tukwila BUILDING DIVISION Description: No: By: Date: PERMIT SET AFS 09/14/18 REVISIONS to the scope No ho Changes sh,..li mad„ work without ^;.,:prova of of prior Tukwilh'3iPdling [?ivic+nr1 NOTE::: F v:c'cnc will ro a n'' w plan c41bmtt al ;giro and n'/ir7''"I!o!1r!', no'lr''?''', ,..s, ..l J f ar DEVELOPMENT= 6840 FORT DENT WAY TUKWILA, WASHINGTON 98168 LINDAL CEDAR HOMES, INC. 2ND FLOOR, SUITE 220 6840 FORT DENT WAY TUKWILA, WA 98168 Project Title & Address: COVER SHEET Sheet Title: Seal: 8459 ' REciis r RI i I, RK DOUGLA :. o • S1A'I'I; 01 \VASI IIN(i 111N ( ems$1+116P Proj. No: 18.03278.00 Drawn By: AFS Project Manager: LD Designer: LD Reviewed By: MDE Approved By: MDE AN -0 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2018 ALL RIGHTS RESERVED FORT DENT II 2ND FLOOR (SUITE 220) ± 5,662 SF nTable: NELSON-FULL.ctb a� 0 2 4) 4) 0 0 Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inca 1200 Fifth Ave. Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: PERMIT SET No: By: AFS Date: 09/14/18 ELEV. LOBBY EXIT HOS COMMON CORRIDOR COMMON CORRIDOR OPEN TO BELOW u- 2 0 M r v7 0 z g to -0 0 o c .o a E c a) E a 0 au a) 0 0 a. 'o^ a) E c a) iL o 0 co 0 N CL REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2018 DEVELOPMENTS Client: FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WASHINGTON 98168 LINDAL CEDAR HOMES, INC.' 2ND FLOOR, SUITE 220 6840 FORT DENT WAY TUKWILA, WA 98168 Project Title & Address: OCCUPANT LOAD & EXITING PER IBC TABLE 1004.1.2: 100 SQ. FT. PER OCCUPANT FOR BUSINESS AREAS PER IBC TABLE 1006.3.1: 0-49 OCCUPANT LOAD = ONE (1) EXIT REQUIRED 50-500 OCCUPANT LOAD. = TWO (2) EXITS REQUIRED SUITE 220: f 5,662 SQ.FT. @ 1:100 = 57 OCCUPANTS 2 EXITS REQUIRED, 2 EXITS PROVIDED COMMON PATH OF EGRESS TRAVEL PER IBC 1006.2.1: MAXIMUM LENGTH ALLOWED IS 100' FOR GROUP B OCCUPANCY IN BUILDING WITH SPRINKLER SYSTEM SUITE 220: LONGEST COMMON PATH OF EGRESS TRAVEL IS ± 76' EXIT ACCESS TRAVEL DISTANCE PER IBC TABLE 1017.2: MAXIMUMLENGTH ALLOWED IS 300' FOR GROUP B OCCUPANCY IN BUILDING WITH SPRINKLER SYSTEM SUITE 220: LONGEST EXIT ACCESS TRAVEL DISTANCE = ± 115' 2ND FLOOR LIFE SAFETY PLAN .kN-1. 3/32" = 1'-0" City of Tukwila BUILDING DIVISION LIFE SAFETY PLAN Sheet Title: SCALE IN FEET PROJECT COMPLIES EXIT SEPARATION PROJECT COMPLIES EXCLUSIONS 8459 PROJECT COMPLIES PER IBC 1007.1.1: MIN. EXIT SEPARATION = 1/3 LENGTH OF MAX DIAGONAL DIMENSION OF AREA SERVED IN BUILDING WITH SPRINKLER SYSTEM. SUITE 220: MIN. 1/3 OF 156'-5" = 52'-2" REQUIRED ACTUAL SEPARATION = 57'-10" NO CHANGE IN BUILDING AREA NO CORE / SHELL WORK NO STRUCTURAL WORK NO EXTERIOR WORK NO CHANGE OF USE PROJECT COMPLIES EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, ncy electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration, A maximum -to -minimum illumination uniformity ratio of 40 to'''. shall not be exceeded. 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that a two require o r q more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageway. 4. Vestibules at level of discharge, 5. Exterior landings aidareas used for exit discharge. sTA'FF01 \NASItlN(i•ON RECEIVED ITY OF TUKWILA SEP 14 2018 PERMIT CENTER Seal: Proj. No: 18.03278.00 Drawn By: AFS Project Manager: LD Designer: LD Reviewed By: MDE Approved By: MDE AN -1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2018 ALL RIGHTS RESERVED GENERAL NOTES 1. THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE GOVERNING CODES, RULES AND REGULATIONS ARE COLLECTIVELY REFERRED TO AS "THE CODE." THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS DISCOVERED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK. 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE ON REGULAR OR OVERTIME BASIS, AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR. ALL WORK SHALL CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN PRIOR TO SUBMISSION OF BID. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUB- CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES AND CHANGE ORDERS. 4. THE CONTRACTOR SHALL COORDINATE WITH BUILDING MANAGEMENT THE STORAGE OF MATERIALS AND SHALL PROVIDE PROTECTION AS NECESSARY TO PREVENT VANDALISM AND LOSS OF MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS AND WILL REPAIR AND REPLACE DAMAGE OR LOSSES AT THE CONTRACTOR'S EXPENSE WITHOUT CHARGE TO THE OWNER. 5. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL: a. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO TENANT SPACES AND ALLOWABLE NOISE LEVEL DURING TENANT BUSINESS HOURS b. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR TENANTS OF BUILDING. c. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT CAUSE INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND APPROVALS. THE CONTRACTOR SHALL PROPERLY PROTECT ALL FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC AREAS SUBJECT TO CONSTRUCTION TRAFFIC. SHOE WIPING MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN CONSTRUCTION AREAS AND ALL PUBLIC SPACES. ALL ACTIVE AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. d. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, DUST -PROOF PARTITIONS, BARRICADES, FENCES AND WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, AND TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION WHICH IS TO BE LEFT IN PLACE. e. FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE SHEET METAL AND AIR CONDITIONING NATIONAL CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION 2007, ANSI/SMACNA 008-2008 (CHAPTER 3). PROTECT STORED ON-SITE AND INSTALLED ABSORPTIVE MATERIALS FROM MOISTURE DAMAGE. f. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED DURING CONSTRUCTION, FILTRATION MEDIA WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 MUST BE USED AT EACH RETURN AIR GRILLE. 6. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE. 7. THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION, AS NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES. 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS AND THE PROGRESS OF WORK. 9. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL BUILDING CODE AND OTHER GOVERNING ENTITY REQUIREMENTS. ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE, UNO. 10. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT AND THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED TO, WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, ELEVATORS, DOORS AND FRAMES, ELECTRICAL AND AIR- CONDITIONING EQUIPMENT. THE CONTRACTOR SHALL PROTECT ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOR'S WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION. PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED AT THE COST OF THE CONTRACTOR. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS. IF THE CONTRACTOR FAILS TO COMPLETE THE REPAIRS IN A TIMELY FASHION, SAID REPAIRS WILL BE MADE BY A CONTRACTOR SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK CHARGED ACCORDINGLY. 11. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE LANDLORD, THE TENANT, AND ARCHITECT AGAINST ANY AND ALL CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF ANY PERSON, FIRM OR INDIVIDUAL, OR FOR PERSONAL INJURIES (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, BY THE EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEY'S FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR EMPLOYEES. 12. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB- CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. 13. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT FINISHED WORK FROM DAMAGE. IMMEDIATELY PRIOR TO TENANT OCCUPANCY, THE CONTRACTOR SHALL PERFORM FINAL CLEANING OF THE WORK AREA INCLUDING, BUT NOT LIMITED TO, WET WIPING OF FURNITURE, AND CASEWORK, WASHING AND WAXING OF VCT FLOORING AND THE VACUMING OF CARPET. ALL CLEANING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. IT IS EXPECTED THAT THE GENERAL CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH THAT OF ALL OTHER VENDORS RETAINED BY THE CLIENT TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS WITHOUT DELAY. 15. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND ANY DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL • CONDITIONS TO THE ARCHITECT PRIOR TO FINALIZING BIDS OR COMMENCEMENT OF ANY CONSTRUCTION. 16. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING THE BID SELECTION PERIOD. ANY AND ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS NOT ITEMIZED IN THE BID PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS WORK. 17. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD. NEITHER THE OWNER NOR THE ARCHITECT IS RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION. EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. 18. WITHIN ONE (1) WEEK (FIVE BUSINESS DAYS), OF THE AWARD OF THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK, AND ALL RELATED WORK FOR COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED COMPLETION DATE. 19. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL ATTEND JOB MEETINGS REQUIRED BY THIS CONTRACT. 20. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT PRIOR TO START OF CONSTRUCTION. 21. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNO. 22. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ON ALL MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF THE SAME IN CONNECTION WITH THIS CONTRACT. 23. OF THE INEVITABLE WASTE THAT IS GENERATED, AS MANY OF THE WASTE MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED, SALVAGED, OR RECYCLED. WASTE DISPOSAL IN LANDFILLS SHALL BE MINIMIZED. CONTRACTOR SHALL COORDINATE WASTE MATERIALS HANDLING AND SEPARATION FOR ALL TRADES. CONTRACTOR SHALL PROVIDE SEPARATION, HANDLING, TRANSPORTATION, RECYCLING, SALVAGE, AND LAND -FILLING FOR ALL DEMOLITION AND WASTE MATERIALS. RECYCLABLE MATERIALS CAN BE COMMINGLED IN DUMPSTERS ON-SITE AS LONG AS PROVISION IS MADE FOR HAULING TO A TRANSFER STATION WHERE SEPARATION WILL OCCUR. TRANSFER STATION MUST PROVIDE DOCUMENTATION REPORTING TYPES OF MATERIALS SEPARATED BY LOAD AND PERCENTAGE OF EACH LOAD. FINAL DESTINATION OF SORTED MATERIALS MUST ALSO BE REPORTED. DIVERSION GOALS: A MINIMUM 75% OF TOTAL PROJECT WASTE SHALL BE DIVERTED FROM LANDFILL. THE FOLLOWING WASTE CATEGORIES, AT A MINIMUM, SHALL BE DIVERTED FROM LANDFILL: a. b. c. d. e. f. 9. h. j• k. CLEAN DIMENSIONED WOOD, PALLET WOOD PLYWOOD, OSB, AND PARTICLE BOARD CONCRETE CARDBOARD, PAPER, PACKAGING METALS GYPSUM DRYWALL (UNPAINTED) ACOUSTIC TILE PAINT GLASS PLASTICS CARPET AND PAD BEVERAGE CONTAINERS 24. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS, MAINTAIN AND PAY ALL COSTS FOR TEMPORARY WATER, PLUMBING, POWER, LIGHTING, HEATING OR VENTILATION REQUIRED TO PROPERLY CONDUCT THE WORK. 25. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES BE ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE OFFICE OF THE ARCHITECT. 26. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS AND ELEVATIONS. 27. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 28. THE CONTRACTOR AND EACH SUB -CONTRACTOR SHALL WARRANTY ALL WORK PERFORMED BY THEM DIRECTLY FOR A MINIMUM PERIOD OF ONE (1) YEAR, OR AS SPECIFIED IN THE CONSTRUCTION CONTRACT. ALL DEFECTS OCCURING IN THE GUARANTEED PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST. 29. THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SITE AT ALL TIMES DURING NORMAL WORKING HOURS. 30. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK, EXCEPT WHERE NOTED AS NOT IN CONTRACT (N.I.C.). 31. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS OTHERWISE AGREED UPON. WHERE THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE, OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED OUT SHALL BE FURNISHED IN ALL CASES. 32. FOR ALL MATERIALS PURCHASED, THE CONTRACTOR SHALL FURNISH MATERIALS WHICH YIELD THE HIGHEST PERCENT OF PRE - CONSUMER (POST-INDUSTRIAL) AND POST -CONSUMER RECYCLED CONTENT. THE CONTRACTOR SHALL FURNISH THESE MATERIALS WITHIN THE PARAMETERS OF THE BUDGET AND SHALL NOT PURCHASE ANY COST -ADDING MATERIAL OR PAY A PREMIUM (MORE THAN FAIR MARKET VALUE) WITHOUT PROJECT MANAGER AND OWNER ACKNOWLEDGEMENT AND APPROVAL. 33. FOR ALL MATERIALS PURCHASED, THE CONTRACTOR SHALL FURNISH MATERIALS MANUFACTURED WITHIN A 500 MILE RADIUS OF THE PROJECT SITE WHERE AVAILABLE, WITHIN BUDGET, WITHIN FAIR MARKET VALUE AND DO NOT PRESENT RISK TO THE PROJECT SCHEDULE. 34. FOR ALL NEW WOOD PRODUCTS, INCLUDING BUT NOT LIMITED TO PARTICLE BOARD, MDF, PLYWOOD, OSB AND WOOD DOORS, THE CONTRACTOR SHALL FURNISH MATERIALS THAT CONTAIN NO ADDED UREA-FORMADALHYDE. 35. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD CONDITIONS. REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 36. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MECHANICS AND TRADES PERSONS SKILLED IN THEIR RESPECTIVE TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. 37. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND DELIVERY TIMES FOR ALL SPECIFIED MATERIALS AND EQUIPMENT REQUIRED TO PERFORM THE WORK UPON RECEIPT OF THE CONTRACT DOCUMENTS. SHOULD THE AVAILABILITY OF SPECIFIED ITEMS POSE A DELAY TO THE ON-TIME COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT ACCEPTABLE. 38. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON THE INFORMATION FURNISHED BY THE CONTRACTOR. SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY BE USED. 39. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY THE ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT SPECIFIED. IF THE CONTRACTOR, THE OWNER, OR THE OWNER'S REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF ATTACHMENT, REVISES A CONSTRUCTION DETAIL, OR IN ANY WAY ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE ARCHITECT, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURE(S) AND PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE. 40. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. 41. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 42. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE DEVIATIONS AT THE TIME OF SUBMISSION. 43. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY FOR ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING "FIELD MEASURE." 44. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. 45. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH ARCHITECT'S REVIEW IS REQUIRED. 46. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE ARCHITECT. 47. THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL PHASES OF CONSTRUCTION. 48. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS RECORD DRAWINGS FOR ALL RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, INCLUDING ALL PUNCHLIST ITEMS, THIS INFORMATION SHALL BE NEATLY TRANSFERRED BY THE CONTRACTOR TO A SET OF DRAWINGS, WHICH SHALL BE MARKED "AS BUILT SET" AND COPIES SHALL BE PROVIDED TO BOTH THE OWNER AND THE ARCHITECT. WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OF THE RECEIPT OF THE "AS BUILT SET." APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR SHALL BE GRANTED, OR REASONABLE CAUSE SHOWN WHY SUCH APPROVAL HAS BEEN DENIED. 49. PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF MANUFACTURERS' CATALOG, OPERATING INSTRUCTIONS, START-UP CHECK LISTS, MAINTENANCE INSTRUCTIONS AND SIMILAR DATA, AS WELL AS ALL GUARANTEE(S) FOR ALL EQUIPMENT AND OPERABLE DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL SUCH EQUIPMENT. GENERAL NOTES CONT'D. 50. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT THAT MOLD OR ASBESTOS IS UNCOVERED. THE OWNER SHALL RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE FOR THE PROMPT IDENTIFICATION, TESTING, TREATMENT, REMEDIATION AND STORAGE OF THE MOLD OR ASBESTOS AS REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED TO THESE MATERIALS. 51. THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN TESTED FOR LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS MATERIALS. THE CONTRACTOR SHALL USE ALL APPROPRIATE PRECAUTIONS IN THE CARRYING OUT OF ALL CONSTRUCTION OPERATIONS WHICH MIGHT DISTURB SUCH MATERIALS. 52. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES''` HAVING JURISDICTION AND COMPLYING WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. ABBREVIATIONS A A/C A/C UNIT A/E A/V ACT ADJ AFF AHJ AHU ALT ALUM ANOD APPROX ARCH AUTO AVG B B/S BETW BEV BLDG BLK BLKG BSMT BTM BTU C CER CF CJ CL CLG CLOS CLR CMU COL CONC CONSTR CONT CONTR CORR CPT CT CTR CU FT D D DBL DEG DEMO DEPT DF DIAG DIAM DISP DN DR DTL DWG DWR E E EA EF EJ ELEC ELEV EMERG ENCL ENGR ENTR EQ EQUIP EW EWC EXH EXIST EXP EXT F FC FCO FD FE FEC FF FHC FIG FIN FIXT FLEX FLOUR FLR FOC FOM FOS AIR CONDITIONING AIR CONDITIONING UNIT ARCHITECT/ENGINEER AUDIO VISUAL ACOUSTICAL CEILING TILE ADJACENT ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT ALTERNATE(ING) ALUMINUM ANODIZED APPROXIMATE ARCHITECT AUTOMATIC AVERAGE BUILDING STANDARD BETWEEN BEVELED BUILDING BLOCK BLOCKING BASEMENT BOTTOM BRITISH THERMAL UNIT CERAMIC CUBIC FEET CONTROL JOINT CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CARPET CERAMIC TILE CENTER CUBIC FEET DEPTH DOUBLE DEGREES DEMOLITION or DEMOLISH DEPARTMENT DRINKING FOUNTAIN DIAGONAL DIAMETER DISPENSER DOWN DOOR(S) DETAIL DRAWING DRAWER EAST EACH EXHAUST FAN EXPANSION JOIN ELECTRIC(CAL) ELEVATION or ELEVATOR EMERGENCY ENCLOSURE ENGINEER ENTRANCE EQUAL EQUIPMENT EACH WAY ELECTRIC WATER COOLER EXHAUST EXISTING EXPANSION EXTERNAL or EXTERIOR FOOT CANDLES FLOOR CLEAN OUT FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE HOSE CABINET FIGURE FINISH FIXTURE FLEXIBLE FLOURESCENT FLOOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FP FIRE PROTECTIONS FPL FABRIC PANEL FRTWD FIRE RETARDENT TREATED WOOD FOOT or FEET FURRING FABRIC WALLCOVERING FT FURR FWC G GALV GC GEN GFI GALVANIZED GENERAL CONTRACTOR GENERAL or GENERATOR GROUND FAULT INTERRUPTER G GL GRD GWB GYP H H HB HC HDW HEX HM HORIZ HR HT HTG HTR HVAC HW HWY I IN INCAND INCL INFO INSUL INT J JAN CLOS JB JST JT K KD KIT L L LAM LAV LF LH LHR LL LONG LVL LVT M M HAL MAINT MAS MATL MAX MECH MED MEZZ MFR MIN MISC MO MTG MTL N N N/A NE NEC NEG NIC NO NOM NRC NTS NW O OC OCC OFF OH OPG OPP OZ P # Ib PART PASS PED PERF PERP PL PLAM PLAS PLYWD POS PR PREFAB PROJ PROP PSF PSI PT PTN GLASS or GLAZING GROUND GYPSUM WALL BOARD GYPSUM HIGH HOSE BIB HOLLOW CORE HARDWARE HEXAGONAL HOLLOW METAL NORIZONTAL HOUR HEIGHT HEATING HEATER HEATING VENTILATION & AIR COND. HOT WATER HIGHWAY INCHES INCANDESCENT INCLUDE(ING) or INCLUSIVE INFORMATION INSULATION INTERIOR JANITOR'S CLOSET JUNCTION BOX JOIST JOINT KNOCK DOWN KITCHEN LOW LAMINATE(D) LAVATORY LINEAR FEET LEFT HAND LEFT HAND REVERSE LIVE LOAD LONGITUDINAL LEVEL LUXURY VINYL TILE METAL HALIDE MAINTENANCE MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEZZANINE MANUFACTURER MINUMUM MISCELLANEOUS MASONRY OPENING MOUNTING METAL NORTH NOT APPLICABLE / NOT AVAILABLE NORTHEAST NATIONAL ELECTRIC CODE NEGATIVE NOT IN CONTRACT NUMBER NOMINAL NOISE REDUCTION COEFFICIENT NOT TO SCALE NORTHWEST ON CENTER OCCUPANCY or OCCUPANT OFFICE OVERHEAD OPENING OPPOSITE OUNCE(S) POUND PERCENT PARTIAL PASSAGE PEDESTAL PERFORATED PERPENDICULAR PLATE or PROPERTY LINE PLASTIC LAMINATE PLASTIC PLYWOOD POSITIVE PAIR PREFABRICATED PROJECT or PROJECTED PROPERTY or PROPOSAL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT PARTITION QT QTY R R or RAD RB RBR RCP RECEPT RECT REF REINF REQ'D RET REV RH RHR RM RO ROW RPM RSF RT RTU RWC S S SAN SB SC SCHED SCHEM SE SECT SF SHWR SIM SPEC SPKR SQ SQ FT SSTL ST STD STL STOR STRUCT SUSP SW SYMB SYS T T T&B T&G T'STAT TB TDB TEL TEMP TERR TG THK THRES THRU TOC TOS TOW TRANSF TYP U UC UL UNO UPS UR USF UTIL V V VAP RET VAR VB VCT VENT VERT VEST VIF VOL VTR VWC W W/ W/0 WB WC WD WF WH WP WPT WT WWF QUARRY TILE QUANTITY RADIUS RUBBER BASE RUBBER REFLECTED CEILING PLAN RECEPTACLE RECTANGULAR REFERENCE REINFORCING or REINFORCEMENT REQUIRED RETURN REVISE or REVISION RIGHT HAND RIGHT HAND REVERSE ROOM ROUGH OPENING RIGHT OF WAY RENTABLE SQUARE FEET RUBBER TILE ROOF TOP UNIT RAINWATER CONDUCTOR SOUTH SANITARY STONE BASE SOLID CORE SCHEDULE SCHEMATIC SOUTHEAST SECTION SQUARE FOOTAGE SHOWER SIMILIAR SPECIFICATION(S) SPEAKER SQUARE SQUARE FOOT STAINLESS STEEL STREET STANDARD STEEL STORAGE STRUCTURE or STRUCTURAL SUSPENDED SOUTHWEST SYMBOL SYSTEM TREAD(S) or TILE TOP & BOTTOM TONGUE & GROOVE THERMOSTAT TILE BASE TO BE DETERMINED TELEPHONE TEMPORARY or TEMPERATURE TERRAZZO TEMPERED GLAZING THICK THRESHOLD THROUGH TOP OF CONCRETE/CURB TOP OF STEEL TOP OF WALL TRANSFORMER TYPICAL UNDERCUT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UNINTERRUPTABLE POWER SUPPLY URINAL USABLE SQUARE FOOTAGE UTILITY VOLT or VENT VAPOR RETARDER VARIES VINYL BASE VINYL COMPOSITION TILE VENTILITATION VERTICAL VESTIBULE VERIFY IN FIELD VOLUME VENT THROUGH ROOF VINYL WALL COVERING WEST or WATT WITH WITHOUT WOOD BASE WATER CLOSET (TOILET) WOOD (SOFTWOOD) WIDE FLANGE STEEL WATER HEATER WATERPROOF WORKING POINT WEIGHT WELDED WIRE FABRIC GENERAL LEGEND SHEET NUMBER NORTH ARROW PLAN NORTH SHEET NUMBER SHEET GROUP DISCIPLINE CODE GRAPHIC SCALE 0 8'-0" 16'-0" SCALE: 1/16" = 1'-0" INTERIOR ELEVATION TAG 1 COLUMN SYMBOL & GRID LINES DATUM POINT VERTICAL ELEVATION clik LEVEL NAME ELEVATION HT MATCH LINE 02/ A2-1 L SHEET NUMBER DETAIL NUMBER CENTERLINE SPOT ELEVATION dbi LEVEL NAME ELEVATION HT BREAK LINE 32'-0" ELEVATION DESIGNATION SHEET NUMBER LEADERS NOTES & KEYNOTE LEADER lAREA & EQUIPMENT TAG LEADER ROOM NAME & NUMBER TAG PARTITION TAG ROOM 101 FURNITURE TAG 11 EQUIPMENT TAG <XX99>--N KEY NOTE ALIGNMENT OBJECT STATE (E) (N) (R) (X) DOORS 1A WINDOW TYPE TAG DRAWING REVISIONS REVISION NUMBER REVISION DELTA I NEW CONSTRUCTION TO ALIGN OR FLUSH WITH EXISTING CONSTRUCTION EXISTING TO REMAIN NEW RELOCATED EXISTING TO BE REMOVED Fl fr-\ EXISTING DOOR TO REMAIN NEW / RELOCATED / MODIFIED DOOR EXISTING TO BE REMOVED BUILDING SECTION TAG SECTION DESIGNATION SHEET NUMBER WALL SECTION TAG SECTION DESIGNATION SHEET NUMBER DETAIL SECTION TAG SECTION DESIGNATION SHEET NUMBER EXTERIOR ELEVATION TAG SECTION DESIGNATION SHEET NUMBER PARTIAL PLAN & DETAIL TAG DRAWING TITLE 1 PLAN OR DETAIL DESIGNATION SIM L SIMILAR DETAIL SHEET NUMBER TITLE DETAIL NUMBER SCALE SHEET NUMBER WALL TYPE LEGEND uW<t, ur NOT IN CONTRACT (NIC) EXISTING CONSTRUCTION TO REMAIN EXISTING CORRIDOR TO REMAIN EXISTING DEMISING TO REMAIN NEW FULL HEIGHT PARTITION = EXISTING CONSTRUCTION TO BE REMOVED �EXISTING GLAZING TO REMAIN - EXISTING GLAZING TO BE REMOVED EXISTING CASEWORK/FURNITURE TO REMAIN E EXISTING CASEWORK/FURNITURE TO BE REMOVED FIRE EXTINGUISHER F' SURFACE MOUNTED CABINET Ft3C RECESSED CABINET F,F WALL MOUNTED W/O CABINET PLUMBING FIXTURES Pic TOILET URINAL ® SINK - COUNTER MOUNTED SINK - WALL MOUNTED TOILET PARTITION Ak X MOP - UTILITY SINK SHOWER BI -LEVEL WATER COOLER REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 14 2018 PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Ave. Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: PERMIT SET AFS 09/14/18 JCD DEVELOPMENT? Client: FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WASHINGTON 98168 LINDAL CEDAR HOMES, INC. 2ND FLOOR, SUITE 220 6840 FORT DENT WAY TUKWILA, WA 98168 Project Title & Address: GENERAL NOTES, ABBREVIATIONS & SYMBOLS Shq___‘ Seal: ay ,. • 8459 RI (uIS rl RI•:u RK DOUGLAS ' • • Si'A•I E Or WASI IIN(, U)N vg.4g Proj. No: 18.03278.00 Drawn By: AFS Project Manager: LD Designer: LD Reviewed By: MDE Approved By: MDE AN -2 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGERSHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2018 ALL RIGHTS RESERVED Plot Date: 9/14/2018 11:01:18 AM Filename: U:\Proj\7CR Development Company\WA\18.03278.00-Undal\DRAWINGS\ARCH\3 CD\(A1-1)-FDII-LINDAL-DE-PL-02.dwg User: Melissa Collazo Device: None PenTable: _NELSON-FULL.ctb FEC d 4.7 CAt ?0068 TEL/ ELEC: ELEV. LOBBY 713 (E) LOBBY DN OPEN TO BELOW DEMOLITION PLAN A1-1 / 1/8" = 1'-0" 4 8 16 SCALE IN FEET c. NORTH FEC NIC 1B 0 (N) CONFERENCE ROOM 1B 203 5'-0" H1B (N) 1B OFFICE 202 ALIGN r 202 M N E (N) CONFERENCE 204 E 16 H ALIGN (N) WORK ROOM 201 n ,-•1 N v 1A ALIGN— 8 ALIGN WOMEN c D.F 0 MEN 1A C NIC e-OnrArtic eo-r DElvie LAN ALIGN 0 i+n (N) RECEPTION z 200 azo (N) WORK ROOM ALIGN 205 1B N VIM ALT(N�- ELEV. LOBBY 1A w (N) FLEX ROOM 206 3'-0" J,2' -8'I. (N) COPY 209 r�._ ALIGN _.... (E) LOBBY TEL./ ELEC. JAN. 4'-0" ALIGN EQ. 1B H 1 0 N 11211 N 1-1N (N) FLEX ROOM N 0 N 207 LIGN 1B EQ. (E) WORK ROOM 208 N v EQ 1.1 (N) OFFICE 211 1B (N) OFFICE 212 ALIGN (N) OFFICE 213 H 1B 1B ALIGN (N) WORK ROOM 210 21'-7" 1B L ITALIGN 0 N 0 (N) BREAK ROOM m DW ( 215 e 1A ALIGN ALIG / (N) TELECOM 216 (N) COMMON CORRIDOR DN NIC`" A1-1 / 1/8" = 1'-0" 0 2 4 8 16 SCALE IN FEET 1B 1B ALIGN NORTH 5'-0" 0 N ALIGN l-- 0 Cn J U 1B (E) OFFICE 214 (N) OPEN OFFICE 217 1.1 • 8 (N) WORK ROOM 218 ALIGN (N) OPEN WORK ROOM 219 D NV (N) OPEN WORK ROOM 220 1B ALIGN o =. NMI ,NIC DEMOLITION LEGEND EXISTING BUILDING CORE & SHELL NOT TO BE ALTERED EXISTING CONSTRUCTION TO REMAIN EXISTING WALL SYSTEM PARTITION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED EXISTING DOOR TO REMAIN EXISTING GWB CEILING TO BE REMOVED DEMOLITION NOTES 1. REFER TO CONSTRUCTION NOTES ON CONSTRUCTION PLAN. 2. EXISTING ELECTRICAL AND VOICE/DATA RECEPTACLES AND DEVICES ARE NOT SHOWN IN THIS DEMOLITION PLAN. THOSE IN OR ON THE WALLS, CEILINGS, CASEWORK OR OTHER ELEMENTS SHOWN FOR REMOVAL IN THIS DEMOLITION PLAN, SHALL BE REMOVED AS WELL. 3. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING DEMOLITION. 4. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING REPRESENTATIVE. 5. ALL DEBRIS SHALL BE REMOVED FROM THE DEMOLITION SITE DAILY. 6. ALL DEMOLITION SHALL BE PERFORMED IN'ACCORDANCE WITH BUILDING REPRESENTATIVE'S RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 7. GENERAL CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 8. CONTRACTOR SHALL NOTIFY BUILDING REPRESENTATIVE AND ARCHITECT OF ANY DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE BUILDING. 9. GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR DEFECTS TO BUILDING REPRESENTATIVE. 10. PROVIDE DEMOLITION TO EXISTING WALLS, DOORS, CASEWORK, AND FLOORING AS REQUIRED. RECYCLING AND REUSE OF CONSTRUCTION MATERIALS IS HIGHLY ENCOURAGED WHERE APPROPRIATE. PREP FLOOR FOR NEW CARPET AND PREP WALLS FOR NEW PAINT. DEMOLITION KEYNOTES REMOVE AND SALVAGE DOOR FOR REUSE OR RETURN TO BUILDING INVENTORY 11 EXISTING DOORS TO BE REFITTED WITH NEW GLASS INSERT 11 REMOVE EXISTING DOUBLE -DOOR SYSTEM, VERIFY WITH LANDLORD IF RETURN TO BUILDING INVENTORY 004 CASEWORK AND SINK TO BE REMOVED. MAINTAIN EXISTING PLUMBING FOR REUSE 11 REMOVE EXISTING WALL MOUNT EMG. LIGHT, PATCH AND PREP WALLS FOR NEW PAINT 006 REMOVE EXISTING G.W.B CEILING, CLEAN UP CEILING AREA AND PREP TO ACCEPT NEW B/S ACOUSTICAL CEILING GRID AND TILE. CONSTRUCTION LEGEND 0 EXISTING BUILDING CORE & SHELL NOT TO BE ALTERED N.I.C. EXISTING CORRIDOR PARTITION TO REMAIN EXISTING WALL SYSTEM PARTITION TO REMAIN, PREP WALL TO MATCH NEW DEMISING WALL NEW CONSTRUCTION NEW RELITE WITH BUTT -JOINTS RELOCATED DOOR FEC EXISTING SEMI -RECESSED FIRE EXTINGUISHER CABINET NEW UPPER AND LOWER CASEWORK AND COUNTERTOPS FTALIGN (N) NEW XX --- PARTITION TYPE CONSTRUCTION NOTES REVIEWED FOR CODE COMPLIANCE APPROVED SEP 262018 City of Tukwila BUILDING DIVISION 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING CONSTRUCTION. PATCH ALL AREAS OF DEMOLITION AND PREP FOR NEW PAINT. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING REPRESENTATIVE AND TENANT. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS. ALL NEW WALL PARTITIONS TO BE TYPE 1A, U.N.O. RETROFIT EXISTING WALLS TO MATCH HEIGHT OF NEW CEILING GRID. VERIFY WALL THICKENESSES FOR -BOOR FRAMES. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM BOARD IN AREAS SUSCEPTIBLE TO MOISTURE. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O. REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS TO ARCHITECT. ALL EXISTING WINDOW COVERINGS TO BE CLEANED AND IN GOOD WORKING ORDER. CONSTRUCTION KEYNOTES PROVIDE BLOCKING FOR TENANT'S WALL -MOUNTED TV CENTERED ON WALL. PROVIDE NEW RECEPTION DESK CASEWORK WITH ADA ACCESS TRANSACTION SURFACE AT 30" AFF. REUSE SALVAGED SOLID DOOR AT EXIT ACCESS DOOR 220 AND TELECOM ROOM 216, VERIFY WITH TENANT IF TELECOM ROOM DOOR NEEDS A CUT -IN LOUVER. O. PROVIDE ADA COMPLIANT SINK AT BREAK ROOM, PER DETAIL 8/AN-0. PROVIDE FOAM GASKET SEAL BETWEEN COLUMN AND WIDOW MULLION. 1 • EXISTING DOOR TO BE RETROFITTED WITH NEW MAXIMUM SIZE GLASS INSERTS. PROVIDE BLOCKING IN THE WALL AS NEEDED FOR TENANT'S TELECOM EQUIPMENT. VERIFY IF WALL MOUNT FIRE RETARDANT PLYWOOD PANEL IS NEEDED. EXTEND EXISTING WALL HEIGHTS TO MATCH EXISTING ACOUSTICAL CEILING GRID HEIGHT THROUGHOUT SUITE. RECEIVED CITY OF TUKWILA SEP 14 2018 PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Ave. Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: PERMIT SET AFS 09/14/18 DEVELOP 6840 FORT DENT WAY TUKWILA, WASHINGTON 98168 LINDAL CEDAR HOMES, INC. 2ND FLOOR, SUITE 220 6840 FORT DENT WAY TUKWILA, WA 98168 Project Title & Address: DEMOLITION & CONSTRUCTION PLANS et Title: Seal: 8459 ARDO STATE OI' WA51 IIN(iTON RI;(iIs i I RF. 04t I4.ta Proj. No: 18.03278.00 Drawn By: AFS Project Manager: LD Designer: LD Reviewed By: MDE Approved By: MDE Al -1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGERSHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2018 ALL RIGHTS RESERVED DOOR AND FRAME SCHEDULE 3'-0" DOOR FRAME HARDWARE NOTES ROOM NO. SIZE 78 MATERIAL FINISH TYPE MATERIAL FINISH TYPE FINISH WIDTH HT. TH. TYPE RECEPTION 200 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S C MATCH B/S EXISTING DOUBLE DOORS WORK ROOM 201 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S RELOCATED OFFICE 202 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S RELOCATED CONFERENCE 203 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH- B/S B/S A MATCH B/S RELOCATED CONFERENCE 204 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S RELOCATED WORK ROOM 205 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S RELOCATED FLEX ROOM 206 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S RELOCATED FLEX ROOM 207 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S RELOCATED WORK ROOM 208 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S EXISTING OFFICE 211 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S RELOCATED OFFICE 212 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S RELOCATED OFFICE 213 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S RELOCATED OFFICE 214 3'-0" MATCH B/S B/S DR -2 SC - FR -1 MATCH B/S B/S A MATCH B/S EXISTING TELECOM 216 3'-0" MATCH B/S B/S DR -1 SC - FR -1 MATCH B/S B/S B MATCH B/S RELOCATED OPEN WORK 220 3'-0" MATCH B/S B/S DR -1 SC - FR -1 MATCH B/S B/S C MATCH B/S RELOCATED HARDWARE TYPES: TYPE A = B/S LATCHSET TYPE B = B/S STORAGE LOCKSET TYPE C = B/S SUITE ENTRY LOCKSET, CLOSER 3'-0" f f M Eo DOOR TYPE: (DR -1) FRAME TYPE: (FR -1) A2-1 • M co ABBREVIATIONS: LA = SC = PT = TSG = 3'-0" LAMINATE SOLID CORE WOOD PAINT TEMPERED SAFETY GLAZING t TSG /.: i DOOR TYPE: CDR 2) FRAME TYPE: (FR -1) DOOR AND RELITE SCHEDULE 1/4" = 1'-0" m U O ao X DOOR NOTES 1. VERIFY ALL EXISTING WALL THICKNESS FOR NEW DOOR FRAMES. SIZES MAY VARY. 9'-0" Y 3'-0", 3'-0" i 3'-0" WATTS/FIXTURE # OF FIXTURES TOTAL WATTS TSG / TSG / TSG / RELITE/FRAME TYPE: R 1 1d r -i - J 204 208 1/8" DIA. X 3" CONCRETE EYE SCREW TO STRUCTURE (NO DRIVE PIN CONNECTION) VERTICAL WIRE HANGER -NO. 12 GAUGE @ 4'-0" O.C. OR NO. 10 GAUGE @ 5'-0" O.C. ALONG EACH MAIN RUNNER HEAVY GAUGE WIRE "PIN" VERTICAL STRUT STABLING BAR @ 12'-0" EACH DIRECTION FASTENED TO MAIN RUNNER AND CUT TIGHT TO STRUCTURE ABOVE, HELD IN PLACE BY VERTICAL WIRE HANGER AND HEAVY GAUGE WIRE PIN HEAVY DUTY MAIN RUNNER AT 41-0" 0.C. (4) LATERAL SUPPORT WIRES AS NOTED (BELOW) VERTICAL STRUT FASTENED TO MAIN RUNNER CROSS RUNNER SUSPENDED CEILINGS ARE TO COMPLY WITH FOLLOWING CODES AND REGULATIONS: A. 2015 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.11 AND 1613.1. B. PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS: 1. A HEAVY DUTY T -BAR GRID SYSTEM. 2. PERIMETER CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2.0 INCHES. 3. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL (ANGLE POP RIVETS ARE ACCEPTABLE). THE OTHER TWO SIDES, SHALL HAVE 3/4 INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. 4. STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND/OR CROSS TEES. 5. PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. 6. VERTICAL HANGERS SHALL BE NO. 12 GAUGE WIRE SPACED AT 4 FEET ON CENTER OR NO. 10 GAUGE SPACED AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED. WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER -SLOPING WIRES ARE PROVIDED. 7. LATERAL BRACING IS REQUIRED. SPLAY WIRE PODS AT 12' MAX. O.C. AND 6' MAX. FROM WALLS. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO STRUCTURE. 8. CEILINGS OVER 2,500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SQUARE FEET. 9. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2 -INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 -INCH IN ALL HORIZONTAL DIRECTIONS; OR, SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. 10. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 11. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. 12. ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRES SPACED 4' O.C. r L _ J s 11 i CEILING SUPPORT DATA NA a (N) COMMON.. CORRIDOR FEI 1ST FLOOR REFLECTED CEILING PLAN A2-1 / 1/8" = 1'-0" 0 2 4 8 16 SCALE IN FEET `11 NORTH EXISTING STRUCTURE GALV. STEEL DEEP LEG DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X -U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTENER WITH MIN. 1" EMBEDEMENT@ 16" O.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS). SCHEDULED CEILING TILE & GRID METAL STUDS STAGGERED @ 8'-0" O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12'-0". ATTACH TO STRUCTURE ABOVE. "7:ft,"“ LATERAL BRACING TENANT WALLS (NO CASEWORK) 8' MAX 8'MAX x8'MAX 8'MAX 8'MAX 8'MAX "I f2'MAX I \ (2) #10 SCREWS LATERAL BRACING PER DETAIL NOTES: ABOVE (TYP.) 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. 4 PARTITION HEAD BRACING DETAIL A2-1 / NA EXISTING STRUCTURAL DECK 3" SOUND ENCAPSULATED ATTENUATION BLANKET, REQ'D 2' - 0" BEYOND BOTH • SIDES OF PARTITION @ ACOUSTICAL PARTITION SUSPENDED CLG. TEE 1/4" NEOPRENE COMPRESSIBLE GASKET (CONTINUOUS) BETWEEN STUD TRACK AND CLG (ADHERE TO TRACK) REFER TO REFLECTED CEILING PLAN METAL EDGE TRIM (200-B) FOR MTL STUD SPACING REFER TO STUD SIZE CHART. 1 LAYER, 5/8" GWB, BOTH SIDES. SOUND ATTENUATION BLANKET (FULL STUD DEPTH), REQ'D @ ACOUSTICAL PARTITION. BASE, REFER TO FINISH SCHEDULE FINISH FLOORING, REFER TO FINISH SCHEDULE NOTE: PROVIDE BRACING AT ALL DOOR JAMBS AND AT UNSUPPORTED LENGTHS OF WALL AT 12' O.C. MAX. SEALANT @ BOTTOM TRACK @ ACOUSTICAL PARTITION ONLY NON -RATED; U.O. CLG - 3 5/8" STUDS NON -RATED; U.O. CLG W/ ACOUS. INSUL. 3 5/8" STUDS PARTITION TYPE 1A & 1B NA A2-1 A2-1 NA CEILING LEGEND r-1 (M) EXISTING CEILING GRID WITH NEW B/S TILES. NEW CEILING GRID AND NEW TILES TO MATCH HEIGHT OF EXISTING CEILING GRID AND BUILDING STANDARDS. ALL EXISTING 2'X4' RECESSED LIGHT FIXTURES TO BE REFITTED INTO LED PER NEW B/S. EXISTING B/S 2'X4' RECESSED LIGHT FIXTURES TO BE REMOVED AND RELOCATED. RELOCATED B/S 2'X4' RECESSED LIGHT FIXTURES REFITTED INTO LED PER NEW B/S. RELOCATED B/S 2'X4' RECESSED LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. B/S ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN). (N = NEW) NEW B/S LIGHT SWITCH. (M = SUITE MASTER, 3 = THREE WAY) ® NEW B/S EXHAUST FAN. LIGHTING CALCULATION WATTAGE PROPOSED: SYMBOL USED WATTS/FIXTURE # OF FIXTURES TOTAL WATTS 32 78 2,496 TOTAL: 2,496 WATTS PROPOSED WATTAGE ALLOWED: 5,662 TOTAL SF x .66 WATTS PER SF = 3,736.92 ALLOWABLE WATTS. SUMMARY: TOTAL PROPOSED WATTAGE IS LESS THAN THE ALLOWABLE WATTAGE PER 2015 WSEC INTERIOR LIGHTING POWER C405.4.2 (TABLE C405.4.2(1) BUILDING AREA METHOD). PROJECT COMPLIES. RCP GENERAL NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. 2. FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING INSTALLATION, ALL JOINTS AND GRID SHALL BE STRAIGHT, TRUE TO LINE, WITH EXPOSED SURFACES FLUSH AND LEVEL. DIRTY OR DISCOLORED SURFACES OF TILE ARE TO BE CLEANED OR REPLACED, AND LEFT FREE OF DEFECTS. AFTER 30 DAYS FROM SUBSTANTIAL COMPLETION, INSPECT THE WORK AND ADJUST TILE NOT IN ALIGNMENT WITH OTHER CEILING TILES AND REPLACE MISSING OR DAMAGED UNITS. 3. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL ELEMENTS. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS. WITH A SMALL SPACE TO AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF DUCTWORK, PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. 4. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 5. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 6. LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES AND SIMILAR CEILING ELEMENTS, AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O. 7. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 8. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND EXPOSED SURFACES, TO AVOID FIXTURE SOILING OR DAMAGE DURING CONSTRUCTION. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. 9. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 10. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. 11. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 12. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS. 13. COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CEILING TILES. INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE BEEN INSTALLED. 14. PATCH ALL HOLES IN EXISTING FIREPROOFING AT BEAMS AND COLUMNS TO RESTORE THE REQUIRED:FIRE RATINGS OF BEAMS AND COLUMNS TYPICAL THROUGHOUT. 15. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 16. NEW CEILING GRID AND TILE SHALL MATCH EXISTING. 17. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO MATCH BUILDING STANDARD. 18. REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING AND/OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND LENSES. 19. RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN TO MATCH NEW B/S STANDARD LED FIXTURE. 20. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT. 21. REBALANCE HVAC FOR NEW LAYOUT. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 6 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 14 2018 PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Ave. Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: PERMIT SET AFS 09/14/18 DEVELOPENTr Client: FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WASHINGTON 98168 LINDAL CEDAR HOMES, INC.. 2ND FLOOR, SUITE 220 6840 FORT DENT WAY TUKWILA, WA 98168 Project Title & Address: REFLECTED CEILING PLAN & DETAILS Sheet T' 8459 RIi(iISI:.?. 1111 ELI MARK DOUGLAS EV STATE OF WASHINGTON II.NGTON Seal: o4,1#, lis Proj. No: 18.03278.00 Drawn By: AFS Project Manager: LD Designer: LD Reviewed By: MDE Approved By: MDE A2-1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2018 ALL RIGHTS RESERVED