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HomeMy WebLinkAboutPermit D18-0394 - WHITMORE LAW - NEW OFFICE SUITEWHITMORE LAW 6840 FORT DENT WAY 200 D18-0394 Parcel No: Address: 0 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: 6840 FORT DENT WAY 200 Project Name: WHITMORE LAW Issue Date: Permit Expires On: D18-0394 1/24/2019 7/23/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: JOHN C RADOVICH DEVELOPMENT Address: 2835 82ND AVE SE , MERCER ISLAND, WA, 98040 JOHN C RADOVICH DEV CO 2835 82ND AV SE #S-1, MERCER ISLAND, WA, 98040 LINDA DUCEY Phone: (206) 408-8518 1200 FIFTH AVE, STE 1300 , SEATTLE, WA, 98101 D P INC GENERAL CONTRACTORS Phone: (206) 361-2989 19936 BALLINGER WAY NE , SEATTLE, WA, 98155 DPINCGC066BU Expiration Date: 1/31/2020 DESCRIPTION OF WORK: 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 EXISTING LED LIGHT FIXTURES, NO STRUCTURAL WORK AND NO CORE ALTERATION. Project Valuation: $125,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $3,105.03 Occupancy per IBC: 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 Public Works Activities: Cha nn elization/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 Permit Center Authorized Signature: Date: 0/ � 5/// 5 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per andagree to the cp.nditions a ached to this permit. Signature: Aro jo Print Name: v11 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: 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. 2: 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. 3: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 4: 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. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: 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. 7: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 15: 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) 12: 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) 13: 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) 14: 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) 16: Maintain fire extinguisher coverage throughout. 17: 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) 18: 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: 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) 21: 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) 1 22: 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) 23: 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) 24: 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) 28: 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) 26: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 25: 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). 29: 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. 30: 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) 31: 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: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: 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. 35: 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. 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: 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 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Askai Building Permit No. Project No. Date Application Accepted: Date Application Expires: 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: King Co Assessor's Tax No.: 295490-0425 6840 Fort Dent Way, Tukwila, WA 98168 Suite Number: 210 Floor: 2 Tenant Name: Whitmore Law PROPERTY OWNER (Building Representative) Name: John C Radovich Development Address: 19936 Ballinger Way NE Address: 2835 82nd Ave SE Phone: (206) 361-2989 Fax: City: Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Linda Ducey Address: 19936 Ballinger Way NE Address: 1200 5th Ave, Suite 1300 Phone: (206) 361-2989 Fax: City: Seattle State: WA Zip: 98101 Phone: (206) 408-8518 Fax: City: Seattle State: WA Email: LDucey@nelsononline.com Phone: (206) 408-8518 Fax: 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:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ® Yes ❑ ..No ARCHITECT OF RECORD Name: John C Radovich Development Company Name: NELSON Company Name: Architect Name: Adam Segalla Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8518 Fax: Email: ASegalla@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 INFORMATIOI"T— 206-431-3670 AIM Valuation of Project (contractor's bid price): $ 125,000 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 existing LED light fixtures - No structural work and no core alteration Existing Building Valuation: $ Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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: 2 Sprinklers 0 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\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 1St Floor 0 2"d Floor 19,933 3,256 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: 2 Sprinklers 0 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOIZVIATION — 206-433-0179 Scope of Work (please provide detailed information): Addition of a new dishwasher and ADA compliant sink 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 ❑ .. 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 ❑ Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis 0... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank 0 .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Domestic Water 11 ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public 0 ...Water Main Extension Public Private ❑ Private ❑ 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer ❑ ...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: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 hh 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 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 O OR AUTH 9V ED �t ! T: Signature: ` .I� t / / Date: 12/19/2018 Print Name: ebecca Dav,dson Day Telephone: (206) 267-6061 Mailing Address: 2385 82nd Ave. SE., suite 300 Mercer Island WA 98040 City H:\ Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ( PermitTRAK ACCOUNT I QUANTITY PAID $72.10 D18-0394 Address: 6840 FORT DENT WAY 200 Apn: 2954900425 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R16841 R000.345.830.00.00 1.00 $70.00 $72.10 Date Paid: Wednesday, February 13, 2019 Paid By: REBECCA DAVIDSON Pay Method: CREDIT CARD 50035G Printed: Wednesday, February 13, 2019 11:24 AM 1 of 1 '': .- SYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 12/20/2018 09:20:00 AM CREDIT CARD SALE VISA CARD NUMBER: **********8337 K TRAN AMOUNT: $3,105.03 APPROVAL CD: 23308G RECORD 9: 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 https://classic. convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTr... 12/20/2018 C1 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 12/20/2018 09:20:00 AM CREDIT CARD SALE VISA CARD NUMBER: **********8337 K TRAN AMOUNT: $3,105.03 APPROVAL CD: 23308G RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/VirtualMerchant/transaction. do?dispatchMethod=printTr... 12/20/2018 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,105.03 D18-0394 Address: 6840 FORT DENT WAY 200 Apn: 2954900425 $3,105.03 Credit Card Fee $90.44 Credit Card Fee R000.369.908.00.00 0.00 $90.44 DEVELOPMENT $2,926.66 PERMIT FEE R000.322.100.00.00 0.00 $1,758.58 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,143.08 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $25.00 TECHNOLOGY FEE $87.93 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16188 R000.322.900.04.00 0.00 $87.93 $3,105.03 Date Paid: Thursday, December 20, 2018 Paid By: REBECCA DAVIDSON Pay Method: CREDIT CARD 23308G Printed: Thursday, December 20, 2018 9:20 AM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 02/13/2019 11:24:24 AM CREDIT CARD SALE VISA CARD NUMBER: **********8337 K TRAN AMOUNT: $72.10 APPROVAL CD: 50035G RECORD #: 000 CLERK ID: jazzel 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 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 02/13/2019 11:24:24 AM CREDIT CARD SALE VISA CARD NUMBER: **********8337 K TRAN AMOUNT: $72.10 APPROVAL CD: 50035G RECORD #: 000 CLERK ID: jazzel. Thank you! Customer Copy INSPECTION NO, INSPECTION RECORD Retain a copy with permit .i�l e2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:,� (�% IG(Y I� � Type of Inspection: �1Jf1 1 NJ4 iiJ+� Addr� �srs�: �` odr D to Called: Special Instructions: 'Z ate Wanted: 3 -P9 -1c1 p.m. Requester: JA,3 Phone No: w6" Z -4i P 1 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 0/1--j 4 fi '4-c- 0?17)we,- Inspector: Date: REINSPECTION FEE R UIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 p1$-03cp Pro{'ect: W �+it me rt, tt'4W 6►ro� Type of inspectiory� 6 a � Aspa ► 'ddrreess: k beery 012 LVD tbr Date Called: Special Instructions: VSCYN;-. ZRequuuest'r: Date Wanted: t� a.m: 0,.2.:1 Phone :_ 2117-0137 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 2-28 -19 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 Project: ' O t-6 ci(.S Type of Inspection: Address:_ r 4� 0 4j j ,, // L A Date Called: Special Instructions: toate Wanted: Z /i fa% CrrU p.m. Requester:` Phone No: ,�` Z''77 Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: — =rI wie, »q41. fish-oki 544/7e—.0 -- Inspector: Oate:S/ j Q REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '—PERMIT COORD COPT PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0394 PROJECT NAME: WHITMORE LAW SITE ADDRESS: 6840 FORT DENT WAY 200 Original Plan Submittal Response to Correction Letter # DATE: 1/24/19 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: M K.? li/to Building Divisidn Nf 1I 111 Public Works ASM NW Fire Prevention Structural AAA Planning Divisio Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 1/29/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 2/26/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0394 DATE: 12/20/18 PROJECT NAME: WHITMORE LAW SITE ADDRESS: 6840 FORT DENT WAY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: LNoc, 12L -1B Building Division Ot (-2-11 Public Works MM 11Uv t491 WA 12-1°46 Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/25/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required n Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 1/22/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: M ilin0Y-Q 14 W SITE ADDRESS: It)ibld10 Wag PERMIT NO: ` 0 3 Gi ORIGINAL ISSUE DATE: I' 2,61- REVISION ,1j- REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 ►- 2_11-M LW 2-(3-161 JS Summary of Revision: Chcif' .e 0 Cout-ho 1 `h hre Gll_- O m . J ♦'Received /lia by: //,/jf/ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summay of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 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: 01/18/2019 Plan Check/Permit Number: D18-0394 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: WHITMORE LAW RECEIVED CITY OF TUKWILA. JAN 2 4 2U1S PERMIT CENTER Project Address: 6840 FORT DENT WAY, TUKWILA, WA 98168 Contact Person: REBECCA DAVIDSON Phone Number: 206-669-3773 Summary of Revision: CHANGE OF LOCATION OF BREAK ROOM DUE TO LACK OF PLUMBING ACCESSIBILITY IN ORIGINAL LOCATION. Sheet Number(s): AN -1, Al -1, A2-1, A7-1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: gEntered in TRAKiT on 0/b..- r W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 D P INC GENERAL CONTRACTS 1 -tome Espanol Contaet Page 1 of 2 Search L&i A -Z Iiedex Help boy L & Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries 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 01/31/1994— 01/31/2020 Bond Merchants Bonding Co (Mutual) Bond account no. WA28622 $12,000.00 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. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 1/24/2019 WHITMORE LAW OFFICE TENANT IMPROVEMENT 2ND FLOOR, SUITE 210 FORT DENT II BUILDING 6840 FORT DENT WAY, TUKWILA, WA FORT DENT PARK O RE SO„, e wilook•ft,B (�0 �'G 405 q LOCATION MAP FORT DENT II 6840 FORT DENT WAY TUKWILA, WA 98168 AN -0 NOT TO SCALE PROJECT NORTH 98168 FORT DENT II 6840 FORT DENT WAY TUKWILA, WA 98168 GREEN RIVER 1, m SITE MAP AN -0 / SCALE: 1/128"=1'-0" Ti PROJECT TRUE NORTH NORTH BUILDING INFORMATION SITE ADDRESS: 6840 FORT DENT WAY TUKWILA, WA 98168 PARCEL NUMBER: LEGAL DESCRIPTION: 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 ADJ NO 90-2-BLA RECORDING NO 9008151101 ZONING: RCM BUILDING DESCRIPTION: THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT DATE OF CONSTRUCTION: 1987 CONSTRUCTION TYPE: V -B FIRE PROTECTION: NUMBER OF STORIES: BUILDING TOTAL FLOOR AREA: FULLY SPRINKLERED 3 ±19,933 SF (NO CHANGES) PROJECT DESCRIPTION INTERIOR TENANT IMPROVEMENT ON THE SECOND FLOOR OF AN EXISTING OFFICE SUITE TO INCLUDE: DEMISING A NEW OFFICE SUITE DEMOLITION OF PARTITIONS AND DOORS - CONSTRUCTION OF PARIIIIONS, BREAK ROOM AND DOORS NO STRUCTURAL WORK OR ALTERATION OF CORE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN. BUILD CONTRACTORS - DEFERRED SUBMITTALS APPLICABLE CODES BUILDING: 2015 INTERNATIONAL' BUILDING CODE (IBC) EXISTING BUILDING: 2015 INTERNATIONAL' EXISTING BUILDING CODE (IEBC) FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: WHITMORE LAW JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCADAVIDSON@JCRDEVCO.COM CONTACT: REBECCA DAVDISON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: 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 Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 _ FILEC P Permit No._ PIS, Plan review approval �s subject to errors and omissions Approval of construction documents does not auth::ize the violation of any adopted c..e or. ordinanceipt of approv- • ielo Copy and , • s' Ions is . knO f,.:. " ANHUIlifi • Dat ty of uKwila BUILDING DIVISION consultants • SEPARATE PERMIT R UIRED. FOR: Mechanical Electrical Plumbing I Gas Piping City of Tukwila BUILDING DIVISION DRAWING INDEX PROJECT AREA SUITE AREA FLOOR AREA FLR #2 3,256 SF. 3,256 SF (NO CHANGES) ±19,933 (NO CHANGES) APPLICABLE CODES BUILDING: 2015 INTERNATIONAL' BUILDING CODE (IBC) EXISTING BUILDING: 2015 INTERNATIONAL' EXISTING BUILDING CODE (IEBC) FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: WHITMORE LAW JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCADAVIDSON@JCRDEVCO.COM CONTACT: REBECCA DAVDISON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: 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 Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 _ FILEC P Permit No._ PIS, Plan review approval �s subject to errors and omissions Approval of construction documents does not auth::ize the violation of any adopted c..e or. ordinanceipt of approv- • ielo Copy and , • s' Ions is . knO f,.:. " ANHUIlifi • Dat ty of uKwila BUILDING DIVISION consultants • SEPARATE PERMIT R UIRED. FOR: Mechanical Electrical Plumbing I Gas Piping City of Tukwila BUILDING DIVISION DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE DRAWING REVISION NUMBER REVISION ISSUE DATE GENERAL AN -0 COVER SHEET 12/19/18 1 01/16/19 AN -1 LIFE SAFETY PLAN 12/19/18 1 01/16/19 AN -2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS 12/19/18 ARCHITECTURAL A1-1 DEMOLITION & CONSTRUCTION PLANS 12/19/18 1 ' 01/16/19 A2-1 REFLECTED CEILING PLAN 12/19/18 1 01/16/1e C A7-1 ELEVATIONS & CASEWORK DETAILS 12/19/18 1 01/16/1e A9-1 PARTITION TYPE 12/19/18 Description: PERMIT SET REVISION #1 FOR GC REVISION #1 FOR PERMIT No: By: Date: BMT 12/19/18 1 BMT 01/10/19 1 BMT 01/16/19 REVISIONS No chanars - t'w. scone of WON\ WI[nol't 0r'0' Tukwila : NOTE: Revisions will rea:nre a new Dian submittal and may include additional plan review. revisions DEVELO ENT client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address COVER SHEET sheet title REVIEW D FOR )DE CC `L,»LIANCE APPROVED FEB 0 5 9 City of Tukwila BUILDING DIVISION REVISION N0. RECEIVED CITU OF TUKWILA JAN 2 4 2019 PERMIT CENTER seal Proj. No: 18.04807.00 Drawn By: Project Manager: LD Reviewed By: Designer: BMT Approved By: AN -0 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED U J LL O W ai (1) O. MU LL: a OI 0 0 H cn "C?r wl u_ I L I M a3 J 0 co cd a) u_ E. 0 0 713 a.) ai ca aJ iL o. ai Ln rl N 01 rsJ ro SUITE 210 ± 3,256 SF LIFE SAFETY PLAN AN -1 / 3/32"=1'-0" 0 4' 8' SCALE: 3/32" = 1'-0" 16' EGRESS AND LIFE SAFETY GENERAL NOTES 1. EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE OR AN "H" OCCUPANCY. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. 4. MEANS OF EGRESS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT CANDLE AT WALKING SURFACE LEVEL EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION SHALL BE PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON-SITE GENERATOR. 5. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 7'-6" MINIMUM HEIGHT. 6. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM 6'-8" DOOR HEIGHT. 7. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY MORE THAN HALF. 8. EXIT ACCESS HAS BEEN BASED UPON PROGRAMATIC INFORMATION PROVIDED TO AAI BY THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. 9. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY ELECTRICAL BACK-UP POWER. 10. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. 11. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. CODE ANALYSIS OCCUPANT LOAD: 100 SF PER OCCUPANT FOR BUSINESS USE PER IBC TABLE 1004.1.2 3,256 SF (SUITE 210) ©1:100= 33 OCCUPANTS EXITING NUMBER OF EXITS: GROUPS B TABLE 1006.2.1 & TABLE 1006.3.1 COMMON PATH OF EGRESS: GROUP B TABLE 1006.2.1 REQUIRED MAX 49 OCC LOAD = 1 EXIT 100' MAX. W/ SPRINKLERS EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS GROUP B TABLE 1017.2 EXIT PLAN LEGEND EAD s EXIT EXIT ACCESS DOOR TOTAL DISTANCE EXIT SIGNAGE 1 L DIRECTIONAL L- — — NON -DIRECTIONAL ±1O9' D1C- b34 RECEIVED CITY OF TUKWIL.A. JAN 2 4 2019. PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET REVISION #1 FOR GC REVISION #1 FOR PERMIT revisions No: , By: Date: BMT 12/19/18 1 BMT 01/10/19 1 BMT 01/16/19 2� i5 n DEVELOPMENT client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address LIFE SAFETY PLAN sheet title REVIE1. E D FO CODE CO\.;'LI APPROVE VI Project Manager: Designer: x;7.00 Drawn By: LD Reviewed By: BMT Approved By: 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 MANAGERSHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 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 AC I IVE 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. 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. 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. 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. 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 AC I IVE, UNO. 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. 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. 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. 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. CLEAN DIMENSIONED WOOD, PALLET WOOD B. PLYWOOD, OSB, AND PARTICLE BOARD C. CONCRETE D. CARDBOARD, PAPER, PACKAGING E. METALS F. GYPSUM DRYWALL (UNPAINTED) G. ACOUSTIC TILE H. PAINT I. GLASS J. PLASTICS K. CARPET AND PAD L. 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 CONS1 RUCTION 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. 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. 53. MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS. 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 BEIM 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 FP FPL FRTWD FT FU RR FWC G GALV GC GEN GFI 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 CONS1 RUCTION 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 FIRE PROTECTIONS FABRIC PANEL FIRE RETARDENT TREATED WOOD FOOT or FEET FURRING FABRIC WALLCOVERING 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 KD KIT 1 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 MU N N N/A NE NEC NEG NIC NO NOM NRC NTS NW O OC OCC OFF OH OPG OPP OZ 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 LAMINATED) 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) P # Ib POUND cyo PERCENT PART PARTIAL PASS PASSAGE PED PEDESTAL PERF PERFORATED PERP PERPENDICULAR PL PLATE or PROPERTY LINE'' PLAM PLASTIC LAMINATE PLAS PLASTIC PLYWD PLYWOOD POS POSITIVE PR PAIR PREFAB PREFABRICATED PROJ PROJECT or PROJECTED PROP PROPERTY or PROPOSAL PSF POUNDS PER SQUARE FOOT 1:4-11-' P - PSI POUNDS PER SQUARE INCH PT PAINT WWF PTN 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 QUARRY TILE QUANTIFY 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 S 1REET STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURE or STRUCTURAL SUSP SUSPENDED SW SOUTHWEST SYMB SYMBOL SYS SYSTEM T T T&B T&G TSTAT TB TDB TEL TEMP TERR TG THK TH RES TH RU 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/O WB WC WD WF WH 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 GRAPHIC SCALE 0 8'-0" 16'-0" Al -1 L NORTH ARROW PLAN NORTH SHEET NUMBER SHEET GROUP DISCIPLINE CODE SCALE: 1/16" = 1'-0" INTERIOR ELEVATION TAG 1 COLUMN SYMBOL & GRID LINES DATUM POINT VERTICAL ELEVATION Qik LEVEL NAME ELEVATION HT MATCH LINE 02/ A2-1 L SHEET NUMBER DETAIL NUMBER CENTERLINE cam- --- SPOT ELEVATION ch LEVEL NAME IA ELEVATION HT BREAK LINE 32'-0" ELEVATION DESIGNATION SHEET NUMBER LEADERS NOTES & KEYNOTE LEADER AREA & EQUIPMENT TAG LEADER ROOM NAME & NUMBER TAG PARTITION TAG ROOM ROOM 101 102 FURNITURE TAG 1i EQUIPMENT TAG <XX99>--N KEY NOTE ALIGNMENT 1 OBJECT STATE (E) (N) (R) (X) DOORS r o, 1A WINDOW TYPE TAG O DRAWING REVISIONS REVISION NUMBER REVISION DELTA NEW CONSTRUCTION TO ALIGN OR FLUSH WITH EXISTING CONSTRUCTION EXISTING TO REMAIN NEW RELOCATED EXISTING TO BE REMOVED EXISTING DOOR TO REMAIN NEW / RELOCATED / MODIFIED DOOR EXISTING TO BE REMOVED BUILDING SECTION TAG SECTION DESIGNATION SHEET NUMBER WALL SECTION TAG SECTION 1 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 G SIMILAR DETAIL SHEET NUMBER TIRE DETAIL NUMBER SCALE SHEET NUMBER WALL TYPE LEGEND 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 C EXISTING CASEWORK/FURNITURE TO BE REMOVED FIRE EXTINGUISHER RIFE FE SURFACE MOUNTED CABINET RECESSED CABINET inFE WALL MOUNTED W/O CABINET PLUMBING FIXTURES TOILET ® URINAL SINK ® - COUNTER MOUNTED SINK WALL MOUNTED TOILET PARTITION o MOP - UTILITY SINK SHOWER BI -LEVEL WATER COOLER 1A -D°59(1 Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET revisions No: By: Date: BMT 12/19/18 client FORT DENT I.I BUILDING 6840 FORT DENT WAY TUKWILA, WA 981.68 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address GENERAL NOTES, ABBREVIATIONS & SYMBOLS sheet title REVIEW:a') FOR CODE CO's i''LIANC APPROVED FEB 0 5 2019 seal CityopfailkWila 18.0 807.00 BUIL014)10MON LD RECEIVED CITY OP TUKWIL, . JAN 242019. PERMIT LEN i ER Designer: BMT Drawn By: Reviewed By: Approved By: AN -2 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED A1-1 Ossi In I II i/$OS L th II OS /i%f. //;/i /1/././,/ ////' -:/ / // 7////////,/ "///'/ i'//i DEMOLITION PLAN �-J SCALE: 1/8" = 1'-0" -',„/,,///,/,/,,„/707-/-`,/"4///////� /// , //),/,/,27//////, f/ /' /7////,;•/-/,/y/// ,// /' / "%,/ // Vii, %� f, r i/, / 0 4' 8' SCALE: 1/8" = 1'-0" 5'-0" 16' ////////////////7////////7",//, !//,'///////;/!///.// TELECOM/STORAGE 209 I (E) OFFICE 208 E WORK ROOM RECEPTION CONFERENCE 202 OFFICE OFFICE I 204 1 (E) OFFICE 205 (E)OFFICE 206 I CONSTRUCTION PLAN SCALE: 1/8" = 1'-0" 0 4' 8' SCALE: 1/8" = 1'-0" 16' DEMOLITION & CONSTRUCTION PLAN LEGEND %/ j �; NN C IN CONTRACT / /i i ( ) EXISTING CONSTRUCTION TO REMAIN EXISTING PARTITION TO BE REMOVED NEW B/S PARTITION EXISTING DOOR TO BE REMOVED. SALVAGE FOR RELOCATION OR RETURN TO BUILDING INVENTORY EXISTING DOOR TO REMAIN (R) = RELOCATED DOOR (G) = MAXIMUM GLASS INSERT TO BE INSTALLED ('l"/�77/.'7T/77A NEW UPPER & LOWER CASEWORK ALIGN (E) EXISTING DEMOLITION & CONSTRUCTION PLAN KEYNOTES 101 IF REQUIRED BY OWNER, UPGRADE EXISTING WALL PARTITION WITH SOUND INSULATION FOR DEMISING WALL. • 102 PATCH AREAS OF DEMOLITION AND PREP FOR NEW PAINT, CARPET AND WALL BASE, TO MATCH EXISTING. 103 PROVIDE NEW COLD WATER LINE, ELECTRICAL, PLUMBING AS NEEDED FOR BREAK ROOM. 104 CONFIRM WITH TENANT IF COLD WATER LINE IS NEEDED FOR REFRIGERATOR. 105 EXISTING WALLS WITH REVEAL, SKIM COAT ENTIRE WALL TO A LEVEL 4 FINISH. 106 CONTRACTOR TO PROVIDE AND INSTALL STANDARD HEIGHT DISHWASHER, PROVIDE COLD WATER LINE. 107 INFILL WALL TO MATCH EXISTING WALL THICKNESS, PREP AND PATCH GWB TO MATCH WALL CONDITIONS. CONSTRUCTION GENERAL NOTES 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N.O. 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. DIMENSIONS MARKED ± MEAN A VARIANCE NOT GREATER THAN 1 INCH, VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, U.N.O. 4. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT SURFACES. 5. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING SLABS, WALLS AND SHAFTS, SEAL ABANDONDED PENETRATIONS AT FLOORS, WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED STRUCTURAL STEEL. 6. WHERE PARTITIONS ARE ATTACHED TO CURTAIN WALL, CENTER PARTITIONS ON WINDOW MULLIONS, PERPENDICULAR TO PERIMETER WALL, U.N.O. CONSTRUCTION TO MATCH BUILDING STANDARD. 7. EXTEND GYPSUM WALLBOARD AND FRAMING AT EXISTING PARTITIONS AND COLUMNS, TO 6" (MINIMUM) ABOVE SUSPENDED CEILING WHEN NEW CEILING HEIGHTS ARE ABOVE THE EXISTING CEILING HEIGHT. 8. WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 9. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT REQUIRE A LEVEL 5 FINISH, U.N.O. 10. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. 11. CONSTRUCTION OF FIRE -RATED PARTITIONS, INCLUDING TAPING AND FINISHING OF GYPSUM WALLBOARD FOR FULL HEIGHT TO STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH UL SPECIFICATIONS TO ACHIEVE RATING INDICATED. 12. WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING, SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THE CEILING GRID. PROVIDE TAPABLE METAL J -BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6'-0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK PERIMETER AT TOP OF GWB. 13. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR WALL -MOUNTED MARKERBOARD, MONITORS & PROJECTION SCREENS; PROVIDE BLOCKING PER MANUFACTURERS' REQUIREMENTS. 14. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR PARTITION, U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE 1'-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND 1'-0 CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 15. PROVIDE VERTICAL CONTROL JOINTS 30' O.C. MAX. IN ALL GWB PARTITIONS LONGER THAN 30'. WHEN POSSIBLE CONTROL JOINTS SHOULD BE LOCATED ABOVE THE CORNER OF A DOOR. DEMOLITION GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION, AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVALS OF OTHER TRADES; REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE. 2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW WORK. 3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL CUTTING AND REMOVALS SHALL BE DONE NEATLY. 4. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BE RETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF DEFECTS. FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION, CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, THE CONDITION AND FUNCTIONALITY OF THE ITEM(S) PRIOR TO REMOVAL. ANY DAMAGE TO ITEMS) NOT DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF REMOVALS. 6. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD OF DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR BUILDING. UPON COMPLETION OF WORK, REMOVE BARRIERS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT. PROTECT HVAC SYSTEM FROM DUST & DEBRIS. CONTRACTOR TO PROVIDE FILTER MEDIA TO COVER THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIR FILTERS AT MECHANICAL UNITS AT THE COMPLETION OF CONSTRUCTION. 7. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. ANNOYANCES AND DISTURBANCES TO OTHER OCCUPANTS, PERSONNEL AND EMPLOYEES SHALL BE KEPT TO THE MINIMUM NECESSARY FOR THE PERFORMANCE OF THE WORK. 8. IN AREA OF WORK REMOVE ALL ABANDONED WIRING BACK TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED CIRCUITS. PROVIDE TEMPORARY LIGHT AND. POWER DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ELECTRICAL MAKE -SAFE DURING REMOVALS AND CONSTRUCTION. 9. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED AND SAVE FOR REINSTALLATION U.N.O. 10. EXISTING CEILING GRID TO REMAIN, U.N.O. MODIFY TO ACCOMMODATE NEW PARTITIONS. 11. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, U.N.O. 12. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. DR- D3°I4 RECEIVED CITY OF TUKWILA JAN 2 4 2019 PEFUvIIT• CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET REVISION #1 FOR GC REVISION #1 FOR PERMIT revisions VELLME client No: , By: Date: BMT 12/19/18 1 BMT 01/10/19 1 BMT 01/16/19 FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address DEMOLITION & • CONSTRUCTION PLANS sheet title rREViF\ c E) FOR CODE COJ "LIANCE APPROVED Ci BUIL f, ')1q Proj. No: 18.04807.00 Drawn By: �a LD Reviewed By: IVISlON BMT Approved.By: Al -1 BMT LD AS ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUBCONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED //,/,//,/,//////// , //27 WATTS/FIXTURE ///,////v///////,/,,,///2////////,/,//////7///'/' . ' /% // /! / / TOTAL WATTS / %/, i/. /v z/////'.2,,,,,////;///,/ ///,,,,/, %, /// /;// J ' �; //./ . /; ,,/, /z//://i 'j///• ///// //z , // 47 1,504 TOTAL: 1,504 WATTS PROPOSED '/.//4///47/7/,/, j// // %// / / // / //'////"/ ',/ ,/,/,,/ ///' / //� ,// /42/,/,/,//1„/////////////////,/ ,/ // //!l / ' // ,/,/ 73 i /%/ //,� / ' // i// / /%/. /,� //7 / /' / //,.,•//' / / / ! /f OS _I. cLl L _. LLI .l_. / % .� ,,,/„ // %/i//� j4 -MI 209 I 208 /'//// '//i'///7,,r/ .i�/�// /7/ J ISI1. ISI L i ///,///, / /!/'///,/,,v /./ -rm-R-rm-R ,// / //�'///. /: //, ,/ / f , •r __, —, E L J® NMOS 201 I— — 7I— I_64 — 7 L_—J I— — —If L_—JL_J — 7 L_—J L_J R R ``L R. R R. R. R ( 207 IIIIIIMIMIIIIryAPAIMIIPIIP 211 210. —� NOS r-7. L J — r-7 L_J L-J r--� L—_. II r— — LW' _ L J r t R R R 6.4 OS NOS' _ OSS ''OS OS r 7 L J R_ R 11.111.11111 _ L —JL_J L R I 206 _ - 202 203 204 205 111191. MEP R REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" 0 SCALE: 1/8" = 1'-0" 16' RCP LEGEND /// ACT 10'-0" MEW MINIM } R X NOT IN CONTRACT (NIC) CEILING TYPE & HEIGHT EXISTING 2'X4' ACT GRID & TILE PAINT CEILING GRID, PROVIDE NEW B/S ACT TILE EMERGENCY EXIT SIGN (ARROW SHOWS DIRECTION) EXISTING B/S 2'X4' RECESSED LIGHT FIXTURE TO REMAIN EXISTING B/S 2'X4' RECESSED LIGHT FIXTURE TO BE REMOVED OR RELOCATED RELOCATED (R) B/S 2'X4' RECESSED LIGHT FIXTURE WALL -MOUNTED LIGHT SWITCH - N = NEW - OS = OCCUPANCY SENSOR - M = SUITE MASTER - ® = EXHAUST FAN LIGHTING CALCULATION WATTAGE PROPOSED: SYMBOL USED WATTS/FIXTURE # OF FIXTURES TOTAL WATTS 32 47 1,504 TOTAL: 1,504 WATTS PROPOSED WATTAGE ALLOWED: 3,256 TOTAL SF x .66 WATTS PER SF = 2,149 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. REFLECTED CEILING PLAN KEYNOTES 201 REBALANCE HVAC AS NEEDED TO ACCOMMODATE NEW LAYOUT. 202 REPLACE ALL EXISTING OCCUPANCY SENSOR COVERS TO NEW BUILDING STANDARD, TYPICAL. RCP GENERAL NOTES 1. CENTER FULL TILES IN ROOM (BOTH DIRECTIONS) AS INDICATED ON DRAWING. UNLESS DIMENSIONED OR NOTED OTHERWISE. REVIEW GRID LAYOUT WITH ARCHITECT PRIOR TO PROCEEDING WHEN "START OF TILE -LOCATIONS OR "CENTERING OF GRID IN ROOM" RESULTS IN TILE WIDTH OF LESS THAN 4". 2. 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. • 3. 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. 4. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING HEIGHTS ABOVE FINISHED FLOOR. 5. 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. CONTRACTOR TO PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. 6. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 7. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 8. 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. 9. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 10. 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. 11. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 12. REFER TO DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. 13. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 14. 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 - ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. 15. 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. 16. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT BEAMS AND COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS OF BEAMS AND COLUMNS (3 HR) TYPICAL THROUGHOUT. 17. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 18. CEILING GRID AND TILE SHALL MATCH EXISTING/BUILDING STANDARD. 19. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO MATCH BUILDING STANDARD. 20. ALL LIGHT FIXTURES SHALL MATCH BUILDING STANDARD. 21. 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. 22. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT [WITHIN SIMILAR FIXTURE TYPES]. Df' D34 RECEIVED CITY OF TUKWILA JAN 2 4 2019 PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: No: By: Date: PERMIT SET BMT 12/19/18 REVISION #1 FOR GC 1 BMT 01/10/19 REVISION #1 FOR PERMIT 1 BMT 01/16/19 revisions ENT client FORT DENT 1I BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY • TUKWILA, WA 98168 project name & address REFLECTED CEILING PLAN sheet title 101 CODE CC aVLIA APPROVED . Seal FEB 0 5 2019 0 Drawn By: LD Reviewed By: T Approved By: A2-1 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED 1'-2" 0 w Lu SEE ELEVATION • INTERIOR: • ALL SIDES PL -X 1,2" 2'-0" SIN INTERIOR: ALL SIDES PL -X 0 0 /1 ,! , 0 0 X LINE OF CEILING SCHEDULED PARTITION ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (2) SHELVES PER CABINET U.N.O. EDGE OF MILLWORK BEYOND FRENCH CLEATS 4"H BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION) COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD APRON: PLASTIC LAMINATE ON 3/4" PARTICLE BLOARD ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (1) SHELVES PER CABINET U.N.O. EDGE OF MILLWORK BEYOND FRAME: 3/4" PARTICLE BOARD; ADD FRTQ BLOCKING AS REQUIRED SCHEDULED BASE LINE OF FINISHED FLOOR 4 WORK ROOM CASEWORK DETAIL A7-1 SCALE: 1-1/2" = 1'-0" SEE ELEVATION 0 UPPER OP CASEWORK, T COUNTERTOP & 4"H BACKSPLASH, TYP. SEE RCP \--SCHEDULED CEILING 2'-0" COMPACT DISPOSAL: INSINKERATOR BADGER 5 / "? INTERIOR: / N WHITE MELAMINE / BREAK ROOM CASEWORK DETAIL SCHEDULED PARTITION DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (2) SHELVES PER CABINET U.N.O. SCHEDULED HARDWARE PROVIDE SILENCER, TYPICAL FRENCH CLEATS SCHEDULED PARTITION 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD PROVIDE 'RAKKS' CLEAT @ SIDE WALL IF NO ADJACENT CABINETS ARE AVAILABLE FOR COUNTERTOP SUPPORT; PROVIDE 'RAKKS' CONCEALED BRACKET AT ANY OPEN ENDS AND AT ANY UNSUPPORTED LENGTHS GREATER THAN 36". SCHEDULED HARDWARE PROVIDE VALVE FOR WATERLINE SUPPLY APRON & DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; PROVIDE INTEGRAL TOEKICK LINE OF FINISHED FLOOR, CONTINUE TO WALL A7-1 SCALE: 1-1/2" = 1'-0" LOWER OPEN CASEWORK, TYP. BASE TO MATCH CASEWORK SEE RCP LSCHEDULED CEILING 2'-0" L_ , INTERIOR: WHITE MELAMINE •• < • 0 0 0 ALL SIDES PL -X 0 ALL SIDES: PL -X SCHEDULED PARTITION DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD SCHEDULED HARDWARE FINISHED END PLAN TO ALIGN WITH COUNTERTOP r °o M N P. / / /\ \ \\� \ \ /i / ; \ \�. N cp /'. 0 �/ ,-� \C�P / fV to - 0 Fl., ., �� 1 L 1 EQ EQ EQ EQ _ m `° SEE RCP LSCHEDULED CEILING 2'-0" L_ , INTERIOR: WHITE MELAMINE •• < • 0 0 0 ALL SIDES PL -X 0 ALL SIDES: PL -X SCHEDULED PARTITION DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD SCHEDULED HARDWARE FINISHED END PLAN TO ALIGN WITH COUNTERTOP COORDINATE ACCESS TO ELECTRICAL OUTLETS AT FACE OF CASEWORK LINE OF FINISHED FLOOR BREAK ROOM FULL -HEIGHT CASEWORK DETAIL SCALE: 1-1/2" = 1'-0" SEE ELEVATION 2'-0" 0 ,, 0 0 0 INTERIOR: WHITE MELAMINE FRAME: 3/4" PARTICAL BOARD; ADD FRTW BLOCKING AS REQUIRED Arco BREAK ROOM CASEWORK DETAIL SCALE: 1-1/2" = 1'-0" SCHEDULED PARTITION 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD. DRAWER: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD FRONT WITH 1/2" HARDWOOD SIDES AND 1/4" HARDWOOD BOTTOM SCHEDULED HARDWARE ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (1) SHELF PER CABINET U.N.O. DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD — SCHEDULED BASE LINE OF FINISHED FLOOR RECEIVED CITY OF TUKWILA JAN 2 4 2019 PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET REVISION #1 FOR GC REVISION #1 FOR PERMIT revisions No: By: Date: BMT 12/19/18 1 BMT 01/10/19 1 BMT 01/16/19 client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address ELEVATIONS & CASEWORK DETAILS sheet title REViEliv`r=°; F CODE CC r'; = LIAN APPROVED FEB 0 5 2019 seal PeTrtjp2,f Tukw1f0480 BUTEMS1t VISION .00 Drawn By: LD Reviewed By: MT Approved By: A7-1 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED 7 \S• Q3GIL v M / / /\ \ \\� \ \ /i / ; \ \�. N cp /'. 0 �/ ,-� \C�P / / Ns, \ to - ., �� 1 L _ m `° N A7-1 L= O o ,-I N \ ' 7f N • N N• 7 : /"�t\ i \ / b , fel - - COORDINATE ACCESS TO ELECTRICAL OUTLETS AT FACE OF CASEWORK LINE OF FINISHED FLOOR BREAK ROOM FULL -HEIGHT CASEWORK DETAIL SCALE: 1-1/2" = 1'-0" SEE ELEVATION 2'-0" 0 ,, 0 0 0 INTERIOR: WHITE MELAMINE FRAME: 3/4" PARTICAL BOARD; ADD FRTW BLOCKING AS REQUIRED Arco BREAK ROOM CASEWORK DETAIL SCALE: 1-1/2" = 1'-0" SCHEDULED PARTITION 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD. DRAWER: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD FRONT WITH 1/2" HARDWOOD SIDES AND 1/4" HARDWOOD BOTTOM SCHEDULED HARDWARE ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (1) SHELF PER CABINET U.N.O. DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD — SCHEDULED BASE LINE OF FINISHED FLOOR RECEIVED CITY OF TUKWILA JAN 2 4 2019 PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET REVISION #1 FOR GC REVISION #1 FOR PERMIT revisions No: By: Date: BMT 12/19/18 1 BMT 01/10/19 1 BMT 01/16/19 client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address ELEVATIONS & CASEWORK DETAILS sheet title REViEliv`r=°; F CODE CC r'; = LIAN APPROVED FEB 0 5 2019 seal PeTrtjp2,f Tukw1f0480 BUTEMS1t VISION .00 Drawn By: LD Reviewed By: MT Approved By: A7-1 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED 7 \S• Q3GIL Plot Date: 1/16/2019 2:59:37 PM Filename: U:\Proj\]CR Development Company\WA\Fort Dent II\18.04807.00-Whitmore Law ///// (//// , GALV. STEEL DEEP LEG DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X -U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTER WITH MIN. 1" EMBEDMENT © 16" O.C. GALV. (FOLLOW MANUFACTURER'S INSTRUCTIONS). EXISTING STRUCTURE SCHEDULED CEILING TILE & GRID LATERAL BRACING TENANT WALLS (No CASEWORK) 8' MAX MAX MAX8' MAX8' MAX8' MAXr-2' MAX � (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. STRUCTURE ABOVE 24" 24" GALV. STEEL DEEP LEG DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X -U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTENER WITH MIN. 1" EMBEDMENT © 16" O.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS). HOLD GYP. FASTENERS BACK 2-1/2" FROM EDGE. EXISTING STRUCTURE SLOTTED DEEP LEG DEFLECTION TRACK METAL STUD EXISTING STRUCTURAL DECK z-- 3" SOUND ENCAPSULATED ATTENUATION BLANKET, REQ'D 24" 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 1C /- 1D 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 - 2 1/2" STUDS NON -RATED; U.O. CLG W/ ACOUS. INSUL. - 2 1/2" STUDS PARTITION TYPE 1 SCALE: NA NON-STRUCTURAL METAL FRAMING NOTES AND LIMITING HEIGHTS PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS: A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS THICKNESS LISTED IN THE CHARTS PROVIDED BELOW: • CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. • SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECTS APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PARTITIONS. B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE OR MORE OF THE FOLLOWING CONDITIONS: • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24' TO 40'. • MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK ABOVE. LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC SECTION 1607.14). REFER TO SSMA PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. • FOR COMPOSITE WALL HEIGHTS REFER TO THE " COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " • FOR NON -COMPOSITE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH BRACING AT 48" O.C. REFER TO THE " NON -COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " C. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD PAR 111IONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED. E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT TECHNICAL GUIDE) EXAMPLE, "600S162-54": 600 = 6" MEMBER DEPTH, S = CSJ (STEEL STUD), 162 = 1-5/8" FLANGE WIDTH (1/100 INCH), 54 = CORRESPONDS TO MIL THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE COLUMN BELOW): 2 1/2" = (250); 3 5/8" = (362); 6" _ (600); 8" =.(800) COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge & mil: 25 ga 18 mil 22 ga 27 mil 20 ga 30 mil 20 ga 33 mil 18 ga 43 mil 16 ga 54 mil 14 ga 68 mil Stud Size Spacing O.C. LIMITING HEIGHTS *Note #1 2-1/2" 24" 11'-3" 12'-2" 12'-7" 12'-5" 13'-6" (250) 16' 12'-10" 13'-11" 14'-5" 14'-3" 14'-9" (250) 12" 14'-2" 15'-4" 15'-10" 15'-8" 15'-9" 3-5/8" 24" 13'-2" 14'-5" 14'-6" 15'-3" 16'-3" 17'-8" 17'-5"# 3-5/8" 16" 15'-2" 16'-6" 16'-7" 17'-5" 18'-0" 19'-7" 19'-11"# (362) 12" 16'-8" 18'-2" 18'-3" 19'-2" 19'-7" 21'-2" 21'-11"# 6„ 24" 16'-4" 21'-3" 21'-6" 22'-3" 25'-7" 27'-0" 28'-9" 6" 16" 20'-1" 24'-4" 24'-7" 25'-6" 28'-3" 30'-0" 32'-0" (600) 12" 22'-9" 26'-9" 27'-1" 28'-1" 30'-7" 32'-6" 34'-8" 8" 24" 30'-6" 32'-6" 35'-9" (800) 16"//// 34'-4" 36'-8" 39'-0" (800) 12" 37'-6" 40'-0" 434" * NOTES: 1. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE X GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE "S" DRYWALL SCREWS SPACED A MAXIMUM OF 12" OC FOR STUDS AT 24" SPACING, AND 16" OC FOR STUDS AT 16" AND 12" SPACING. 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3). NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge & mil: 25 ga 18 mil 22 ga 27 mil 20 ga 30 mil 20 ga 33 mil 18 ga 43 mil 16 ga 54 mil 14 ga 68 mil Stud Size Spacing O.C. LIMITING HEIGHTS *Note #1 24" 8'-3"^ 9'-10" 10'-2" 10'-6" 11'-5" 2-1/2" 16" 9'-7"^ 11'-3" 11'-7" 12'-0" 13'-0" (250) 12" 10'-6"^ 12'-5" 12'-9" 13'-2" 14'-4" 3-5/8" 24" 9'-3" 12'-5" 13'-4" 14'-0" 15'-3" 16'-4"# 17'-5"# 16" 11'-4" 15'-0" 15'-6" 16'-0" 17'-5" 18'-8"# 19'-11"# (362) 12" 13'-1" 16'-6" 17'-0" 17'-7" 19'-2" 20'-6"# 21'-11"# 24" 17'-6"* 18'-10" 20'-6" 22'-10" 24'-6" 26'-2" 6" 16" 21'-6"* 22'-11" 23'-9" 26'-1" 28'-0" 30'-0" (600) 12" 24'-4"* 25'-2" 26'-2" 28'-9" 30'-10" 33'-0" 8„ 24" 16"//// 28'-8" 32'-9" 31'-1" 35'-7" 33'-4" 38'-1" (800) 12" 36'-1" 39'-2" 41'-11" * NOTES: 1. NON -COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED. 2. WEB HEIGHT -TO -THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS ARE REQUIRED AT ALL SUPPORT POINTS AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW MANUFACTURER'S REQUIREMENTS FOR FLEXURAL AND DEFLECTION CONTROL. * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS. ^ .HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING". # HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING". Dic6-D3G14 RECEIVED CITY OF TUKWif.A JAN 242019. PERMIT CENTER Nelco Architecture, Inc, a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET revisions No: By: Date: BMT 12/19/18 client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address PARTITION TYPE sheet title FC CODE CO '► IANCE APPROVifD Pr- fl2flQ Proj. No: 18.0 807.00 BUIL Hager: LD Ila BMT BU !VISION Drawn By: Reviewed By: Approved By: A9-1 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED WHITMORE LAW OFFICE TENANT IMPROVEMENT 2ND FLOOR, SUITE 210 FORT DENT II BUILDING 6840 FORT DENT WAY, TUKWILA, WA 98168 FORT DENT PARK 0 NcFNT�R E1111111..........000e. 1.11111 'Nelli ...---- P'ApS LOCATION MAP NOT TO SCALE FORT DENT II 6840 FORT DENT WAY TUKWILA, WA 98168 PROJECT NORTH FORT DENT II 6840 FORT DENT WAY TUKWILA, WA 98168 PROJECT TRUE NORTH NORTH BUILDING INFORMATION SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: 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 ADJ NO 90-2-BLA RECORDING NO 9008151101 ZONING: RCM BUILDING DESCRIPTION: DATE OF CONSTRUCTION: 1987 CONSTRUCTION TYPE: V -B FIRE PROTECTION: FULLY SPRINKLERED NUMBER OF STORIES: 3 BUILDING TOTAL FLOOR AREA: ±19,933 SF (NO CHANGES) THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT PROJECT DESCRIPTION INTERIOR TENANT IMPROVEMENT ON THE SECOND FLOOR OF AN EXISTING OFFICE SUITE TO INCLUDE: - DEMISING A NEW OFFICE SUITE DEMOLITION OF PARTITIONS AND DOORS CONSTRUCTION OF PARTITIONS, BREAK ROOM AND DOORS NO STRUCTURAL WORK OR ALTERATION OF CORE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS APPLICABLE CODES BUILDING: EXISTING BUILDING: FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC). 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: WHITMORE LAW BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCADAVIDSON@JCRDEVCO.COM CONTACT: REBECCA DAVDISON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: 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 SEPARATE PERMIT 1RUIREDFOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION DRAWING INDEX PROJECT AREA SUITE AREA FLOOR AREA FLR #2 3,256 SF 3,256 SF (NO CHANGES) ±19,933 (NO CHANGES) APPLICABLE CODES BUILDING: EXISTING BUILDING: FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC). 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: WHITMORE LAW BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCADAVIDSON@JCRDEVCO.COM CONTACT: REBECCA DAVDISON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: 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 SEPARATE PERMIT 1RUIREDFOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE DRAWING REVISION NUMBER REVISION ISSUE DATE GENERAL AN -0 COVER SHEET 12/19/18 AN -1 LIFE SAFETY PLAN 12/19/18 AN -2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS 12/19/18 ARCHITECTURAL A1-1 DEMOLITION & CONSTRUCTION PLANS 12/19/18 A2-1 REFLECTED CEILING PLAN 12/19/18 A7-1 ELEVATIONS & CASEWORK DETAILS 12/19/18 A9-1 PARTITION TYPE 12/19/18 REVIEWED 3 k. FOR ODE COMPLIANCE APPROVED .vy(;,1P4N 21 20 9 City of Tukwila BUILDING DIVISION RECE#l;'ED CITY OF TUliNi'(LA DEC 202018 PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 FILE O(4, Permit No. PiuZtl Plan review approval is subject to errors and omissions. Approval of construction aocuments does not authsnze the violation of any adopted cote or ordinance. Rec tot of approv-. elo Cop .:nd . .r I.ns i .CK •..e': elk i /°° l �yJ / , 4 . �1 Dat X,■�'. �!•E City o UILDIN DIVISION consultants Description: PERMIT SET No: By:. Date: BMT 12/19/18 REVISIONS No chance` snai c>e n);I,7e to the scope of worn without arior aporovai of the Tukwila Building :'•.osion NOTE: Revisions will red,nre a new plan submittal and may include plan review. revisions JCR DEVELOPMENT client FORT DENT .II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address COVER SHEET sheet title seal Proj. No: 18.04807.00 Drawn By: Project Manager: LD Reviewed.By: Designer: BMT Approved By: AN -0 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED Fort Dent II\DRAWINGS\ARCH\3_CD\Permit Set\FDII-WHIT-AN-1_LIFE SAFETY.dwg User: Brittany Toshi Device: _DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb Plot Date: 12/18/2018 4:31:02 PM Filename: U:\Proj\JCR Development Company\WA\Fart Dent II\18.04807.00-Whitmore Law � .....��./ /i /,1i/.....////////,/�////' /�////if�} 1 SUITE 210 ± 3,256 SF ALLE3 LIFE SAFETY PLAN 3/32"=l'-0" 0 4' 8' 16' SCALE: 3/32" = 1'-0" EGRESS AND LIFE SAFETY GENERAL NOTES 1. EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE OR AN "H" OCCUPANCY. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. 4. MEANS OF EGRESS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT CANDLE AT WALKING SURFACE LEVEL EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION SHALL BE PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON-SITE GENERATOR. 5. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 7'-6" MINIMUM HEIGHT. 6. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM 6'-8" DOOR HEIGHT. 7. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY MORE THAN HALF. 8. EXIT ACCESS HAS BEEN BASED UPON PROGRAMATIC INFORMATION PROVIDED TO AAI BY THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. 9. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY ELECTRICAL BACK-UP POWER. 10. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. 11. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. CODE ANALYSIS OCCUPANT LOAD: PER IBC TABLE 1004.1.2 100 SF PER OCCUPANT FOR BUSINESS USE 3,256 SF (SUITE 210) ©1:100= 33 OCCUPANTS EXITING REQUIRED NUMBER OF EXITS: GROUPS B TABLE 1006.2.1 & TABLE 1006.3.1 COMMON PATH OF EGRESS: GROUP B TABLE 1006.2.1 MAX 49 OCC LOAD = 1 EXIT PROVIDED 1 100' MAX. W/ SPRINKLERS ±96' EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS GROUP B TABLE 1017.2 EXIT PLAN LEGEND EAD 0.19'_4, EXIT EXIT ACCESS DOOR TOTAL DISTANCE EXIT SIGNAGE I I— DIRECTIONAL I— — — NON -DIRECTIONAL ±109' Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET revisions No: By: Date: BMT 12/19/18 client FORT DENTE BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address oYi 4 LIFE SAFETY PLAN sheet title REVIEWED FOR CODE COMPLIANCE APPROVED JAN 21 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 202018 PERMIT CENTER seal Proj. No: 18.04807.00 Drawn By: Project Manager: LD Reviewed By: Designer: BMT Approved, By: AN -1 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED Set\FDII-WHIT-AN-2_GENERAL.dwg User: Brittany Toshi Device: _DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb Plot Date: 12/1812018 4:31:05 PM Filename: U:\Proj\JCR Development Company\WA\Fort Dent II\18.04807.00-Whitmore Law - Fort Dent II\DRAWINGS\ARCH\3_CD\Perm 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. 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING 34. 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 35. 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: 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. 24. 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. 25. A. CLEAN DIMENSIONED WOOD, PALLET WOOD B. PLYWOOD, OSB, AND PARTICLE BOARD C. CONCRETE D. CARDBOARD, PAPER, PACKAGING E. METALS F. GYPSUM DRYWALL (UNPAINTED) G. ACOUSTIC TILE H. PAINT I. GLASS J. PLASTICS K. CARPET AND PAD L. BEVERAGE CONTAINERS 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. 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. 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. 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. 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. 53. MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS. 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 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 COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS 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 FP FPL FRTWD FT FURR FWC G GALV GC GEN GFI 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 FIRE PROTECTIONS FABRIC PANEL FIRE RETARDENT TREATED WOOD FOOT or FEET FURRING FABRIC WALLCOVERING 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 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 I IN INCHES' INCAND INCANDESCENT INCL INCLUDE(ING) or INCLUSIVE INFO INFORMATION INSUL INSULATION INT INTERIOR JAN CLOS 313 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 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 Q 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 TSTAT TB TDB TEL TEMP TERR TG THK THRES 71 -IRU 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/ W/O 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 di LEVEL NAME ELEVATION HT MATCH LINE 02/ A2-1 L SHEET NUMBER DETAIL NUMBER CENTERLINE SPOT ELEVATION ak LEVEL NAME ELEVATION HT BREAK LINE LEADERS 32'-0" ELEVATION DESIGNATION SHEET NUMBER NOTES & KEYNOTE LEADER lAREA & EQUIPMENT TAG LEADER ROOM NAME & NUMBER TAG PARTITION TAG ROOM ROOM 101 102 FURNITURE TAG 1i EQUIPMENT TAG <)0(99>-N KEY NOTE ALIGNMENT OBJECT STATE (E) (N) (R) (X) DOORS 1A WINDOW TYPE TAG DRAWING REVISIONS REVISION NUMBER REVISION DELTA NEW CONSTRUCTION TO ALIGN OR FLUSH WITH EXISTING CONSTRUCTION EXISTING TO REMAIN NEW RELOCATED EXISTING TO BE REMOVED 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 r 1 1 L DRAWING TITLE 1 PLAN OR DETAIL DESIGNATION SIM SIMILAR DETAIL WALL TYPE LEGEND SHEET NUMBER TITLE DETAIL NUMBER SCALE SHEET NUMBER 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 RIFE SURFACE MOUNTED CABINET FE RECESSED CABINET FE WALL MOUNTED W/O CABINET PLUMBING FIXTURES TOILET CI URINAL ® SINK - COUNTER MOUNTED -CESINK - L�D WALL MOUNTED TOILET PARTITION \ / X v MOP - UTILITY SINK SHOWER BI -LEVEL WATER COOLER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 21 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 20 2018 PERMIT CENTER **00404 404. Mow Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET revisions No: By: Date: BMT 12/19/18 client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address GENERAL NOTES, ABBREVIATIONS &SYMBOLS sheet title seal Proj. No: 18.04807.00 Drawn By: Project Manager: LD Reviewed By: Designer: BMT Approved By: AN -2 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED Plot Date: 12/18/2018 4:31:13 PM Filename: U:\Proj\]CR Development Company\WA\Fort Dent II\18.04807.00-Whitmore Law - Fort Dent II\DRAWINGS\ARCH\3_CD\Permit Set\FDII-WHIT A1-1_DEMO CONSfRUCTION.dwg User: Brittany Toshi Device: _DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb / /////�/i/,,/ /./../,/,'"/////:////// f , / /.7 - ,/ 7 / %/ ///,/ / / ; / , ///,///��/// j //�� i ///;,////// / /%.//`%/// /� //i/, /%�/�/ ////////./!/////,//////////////,/ //////!///////, DEMOLITION PLAN SCALE: 1/8" = 1'-0" 0 4' 8' SCALE: 1/8" = 1'-0" 5'-0" 16' e3t // ///i /////!/ ///////,/ ///; i / / / !jam/ / / ` � j/ �/�1 j /�// � / j. 7/ �./ (G) (G) TELECOMISTORAGE 209 (E) OFFICE 208 CONSTRUCTION PLAN SCALE: 1/8" = 0 4' 8' 16' EI) SCALE: 1/8" = 1'-0" DEMOLITION . CONSTRUCTION PLAN LEGEND NOT INCONTRACT (NIC) EXISTING CONSTRUCTION TO REMAIN = _ = = = EXISTING PAR I i I ION TO BE REMOVED NEW B/S PARTITION ON EXISTING DOOR TO BE REMOVED. SALVAGE FOR RELOCATION OR RETURN TO BUILDING INVENTORY EXISTING DOOR TO REMAIN (R) = RELOCATED DOOR (G) = MAXIMUM GLASS INSERT TO BE INSTALLED NEW UPPER & LOWER CASEWORK 1 I ALIGN (E) EXISTING DEMOLITION & CONSTRUCTION 10 PLAN KEYNOTES 101 IF REQUIRED; BY OWNER, UPGRADE EXISTING WALL PARTITION WITH SOUND INSULATION FOR DEMISING WALL. 102 PATCH AREAS OF DEMOLITION AND PREP FOR NEW PAINT, CARPET AND WALL BASE, TO MATCH EXISTING. 103 FURR OUT WALL, PROVIDE NEW COLD WATER LINE, ELECTRICAL, PLUMBING AS NEEDED FOR BREAK ROOM. 104 CONFIRM WITH TENANT IF COLD WATER LINE IS NEEDED FOR REFRIGERATOR. 105 EXISTING WALLS WITH REVEAL, SKIM COAT ENTIRE WALL TO A LEVEL 4 FINISH. 106 CONTRACTOR TO PROVIDE AND INSTALL STANDARD HEIGHT DISHWASHER, PROVIDE COLD WATER LINE. 107 INFILL WALL TO MATCH EXISTING WALL THICKNESS, PREP AND PATCH GWB TO MATCH WALL CONDITIONS. CONSTRUCTION GENERAL NOTES 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N.O. 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. DIMENSIONS MARKED ± MEAN A VARIANCE NOT GREATER THAN 1 INCH, VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, U.N.O. 4. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT SURFACES. 5. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING SLABS, WALLS AND SHAFTS, SEAL ABANDONDED PENETRATIONS AT FLOORS, WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED STRUCTURAL STEEL. 6. WHERE PARTITIONS ARE ATTACHED TO CURTAIN WALL, CENTER PARTITIONS ON WINDOW MULLIONS, PERPENDICULAR TO PERIMETER WALL, U.N.O. CONSTRUCTION TO MATCH BUILDING STANDARD. 7. EXTEND GYPSUM WALLBOARD AND FRAMING AT EXISTING PARTITIONS AND COLUMNS, TO 6" (MINIMUM) ABOVE SUSPENDED CEILING WHEN NEW CEILING HEIGHTS ARE ABOVE THE EXISTING CEILING HEIGHT. 8. WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 9. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT REQUIRE A LEVEL 5 FINISH, U.N.O. 10. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. 11. CONSTRUCTION OF FIRE -RATED PARTITIONS, INCLUDING TAPING AND FINISHING OF GYPSUM WALLBOARD FOR FULL HEIGHT TO STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH UL SPECIFICATIONS TO ACHIEVE RATING INDICATED. 12. WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING, SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THECEILING GRID. PROVIDE TAPABLE METAL J -BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8' OVER 6'-0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK PERIMETER AT TOP OF GWB. 13. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR WALL -MOUNTED MARKERBOARD, MONITORS & PROJECTION SCREENS; PROVIDE BLOCKING PER MANUFACTURERS' REQUIREMENTS. 14. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR PARTITION, U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE 1'-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND 1'-0 CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 15. PROVIDE VERTICAL CONTROL JOINTS 30' O.C. MAX. IN ALL GWB PARTITIONS LONGER THAN 30'. WHEN POSSIBLE CONTROL JOINTS SHOULD BE LOCATED ABOVE THE CORNER OF A DOOR. DEMOLITION GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION, AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY CONDITION WITH DAILY REMOVAL.OF DEBRIS. COORDINATE REMOVALS OF OTHER TRADES; REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE. 2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW WORK. 3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL CUTTING AND REMOVALS SHALL BE DONE NEATLY. 4. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BE RETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF DEFECTS. FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION, CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, THE CONDITION AND FUNCTIONALITY OF THE ITEM(S) PRIOR TO REMOVAL. ANY DAMAGE TO ITEM(S) NOT DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF REMOVALS. 6. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD OF DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR BUILDING. UPON COMPLETION OF WORK, REMOVE BARRIERS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT. PROTECT HVAC SYSTEM FROM DUST & DEBRIS. CONTRACTOR TO PROVIDE FILTER MEDIA TO COVER THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIR FILTERS AT MECHANICAL UNITS AT THE COMPLETION OF CONSTRUCTION. 7. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. ANNOYANCES AND DISTURBANCES TO OTHER OCCUPANTS, PERSONNEL AND EMPLOYEES SHALL BE KEPT TO THE MINIMUM NECESSARY FOR THE PERFORMANCE OF THE WORK. 8. IN AREA OF WORK REMOVE ALL ABANDONED WIRING BACK TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED CIRCUITS. PROVIDE TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ELECTRICAL MAKE -SAFE DURING REMOVALS AND CONSTRUCTION. 9. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED AND SAVE FOR REINSTALLATION U.N.O. 10. EXISTING CEILING GRID TO REMAIN, U.N.O. MODIFY TO ACCOMMODATE NEW PARTITIONS. 11. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, U.N.O. 12. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 212019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF i UI(WILA DEC 20201B PERMIT CENTER 4,440* Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET revisions No: By: Date: BMT 12/19/18 VEOPMENT EN client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address DEMOLITION & CONSTRUCTION PLANS sheet title seal Proj. No: 18.04807.00 Project Manager: LD Designer: BMT Drawn By: Reviewed By: Approved By: Al - 1 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED 03 gq /// 1% WATTS/FIXTURE # OF FIXTURES TOTAL WATTS 32 47 1,504 TOTAL: 1,504 WATTS PROPOSED U1U /% '�//; / f -EA, La„ J. LLI .L J. ILI .L ,//'///, %'/ i7���////// /1.i 209 �. 208 1 r 7 -R —r R //////// J/ �// // % # Y 4 mai � y 7/ // ////l / // /. ,// 8// 7 —I N ' L J M OS L L__J L—JL—J L—J L_J /" // R® R R R 1 207 1 R R R 211 210 0 _ — — /;' f VII OS L — J _ J - R R R. R r OS N OSS OSS OS OS = = r — —1 L J R R 202 202 202 L—JL—J I', RL_ R L 1 206 1 :.J _lii - = L 202 1 203 i 204 205 r—� 7 —1 L J RL f J R R _1. II 11 REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" 4' 16' Cni SCALE: 1/8" 1'-0" RCP LEGEND ACT 10'-0" l ® ® MEM } R X NOT IN CONTRACT (NIC) CEILING TYPE & HEIGHT EXISTING 2'X4' ACT GRID & TILE PAINT CEILING GRID, PROVIDE NEW B/S ACT TILE EMERGENCY EXIT SIGN (ARROW SHOWS DIRECTION) EXISTING B/S 2'X4' RECESSED LIGHT FIXTURE TO REMAIN EXISTING B/S 2'X4' RECESSED LIGHT FIXTURE TO BE REMOVED OR RELOCATED RELOCATED (R) B/S 2'X4' RECESSED LIGHT FIXTURE WALL -MOUNTED LIGHT SWITCH - N=NEW - OS = OCCUPANCY SENSOR - M = SUITE MASTER - ® = EXHAUST FAN LIGHTING CALCULATION WATTAGE PROPOSED: SYMBOL USED WATTS/FIXTURE # OF FIXTURES TOTAL WATTS 32 47 1,504 TOTAL: 1,504 WATTS PROPOSED WATTAGE ALLOWED: 3,256 TOTAL SF x .66 WATTS PER SF = 2,149 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. REFLECTED CEILING PLAN KEYNOTES 201 REBALANCE HVAC AS NEEDED TO ACCOMMODATE NEW LAYOUT. 202 REPLACE ALL EXISTING OCCUPANCY SENSOR COVERS TO NEW BUILDING STANDARD, TYPICAL. RCP GENERAL NOTES 1. CENTER FULL TILES IN ROOM (BOTH DIRECTIONS) AS INDICATED ON DRAWING. UNLESS DIMENSIONED OR NOTED OTHERWISE. REVIEW GRID LAYOUT WITH ARCHITECT PRIOR TO PROCEEDING WHEN "START OF TILE -LOCATIONS OR "CENTERING OF GRID IN ROOM" RESULTS IN TILE WIDTH OF LESS THAN 4". 2. 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 ARCHITECTS REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. 3. 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. 4. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING HEIGHTS ABOVE. FINISHED FLOOR. 5. 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. CONTRACTOR TO PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. 6. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 7. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 8. 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. 9. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 10. 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. 11. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 12. REFER TO DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. 13. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 14. 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 - ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. 15. 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. 16. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT BEAMS AND COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS OF BEAMS AND COLUMNS (3 HR) TYPICAL THROUGHOUT. 17. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 18. CEILING GRID AND TILE SHALL MATCH EXISTING/BUILDING STANDARD. 19. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO MATCH BUILDING STANDARD. 20. ALL LIGHT FIXTURES SHALL MATCH BUILDING STANDARD. 21. 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. 22. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT [WITHIN SIMILAR FIXTURE TYPES]. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 21 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 2 0 2018 PERMIT CENTER r)\.- o'W Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET revisions No: By: Date: BMT 12/19/18 DEVELOPMENT client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address REFLECTED CEILING PLAN sheet title seal Proj. No: 18.04807.00 Project Manager: LD Designer: BMT Drawn By: Reviewed.By: Approved By: A2-1 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED SEE ELEVATION SEE ELEVATION SEE ELEVATION INTERIOR: . ALL SIDES PL -X , J 4103 0 INTERIOR: ALL SIDES PL -X 1 ft O 0 X X 3" `v - WORK ROOM CASEWORK DETAIL SCALE: 1-1/2" = 1'-0" LINE OF CEILING SCHEDULED PARTITION ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (2) SHELVES PER CABINET U.N.O. EDGE OF MILLWORK BEYOND FRENCH CLEATS 4"H BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION) COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD APRON: PLASTIC LAMINATE ON 3/4" PARTICLE BLOARD ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (1) SHELVES PER CABINET U.N.O. EDGE OF MILLWORK BEYOND FRAME: 3/4" PARTICLE BOARD; ADD FRTQ BLOCKING AS REQUIRED SCHEDULED BASE /LINE OF FINISHED FLOOR W w W SEE ELEVATION 1'-0" 1/2" MIN. SEE RCP SCHEDULED CEILING SCHEDULED PARTITION DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD COMPACT DISPOSAL: / INSINKERATOR /_ BADGER 5 / INTERIOR: / WHITE MELAMINE / \ — EE ELEVATION J 1 UPPER OP CASEWORK, T COUNTERTOP & 4"H BACKSPLASH, TYP. ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (2) SHELVES PER CABINET U.N.O. SCHEDULED HARDWARE PROVIDE SILENCER, TYPICAL FRENCH CLEATS SCHEDULED PARTITION 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD PROVIDE 'RAKKS' CLEAT @ SIDE WALL IF NO ADJACENT CABINETS ARE AVAILABLE FOR COUNTERTOP SUPPORT; PROVIDE 'RAKKS' CONCEALED BRACKET AT ANY OPEN ENDS AND AT ANY UNSUPPORTED LENGTHS GREATER THAN 36". SCHEDULED HARDWARE PROVIDE VALVE FOR WATERLINE SUPPLY APRON & DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; PROVIDE INTEGRAL TOEKICK LINE OF FINISHED FLOOR, CONTINUE TO WALL BREAK ROOM CASEWORK DETAIL SCALE: 1-1/2" = 1'-0" LOWER OPEN CASEWORK, TYP. BASE TO MATCH CASEWORK SEE ELEVATION :N P. 0 M 0 tV 71 EQ./EQ• EQ• EQ. .I, SEE RCP SCHEDULED CEILING 2'-0" r L_ I L_ L_ INTERIOR: WHITE MELAMINE r r r ALL SIDES: PL -X 0 0 0 ALL SIDES: PL -X SCHEDULED PARTITION DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD SCHEDULED HARDWARE FINISHED END PLAN TO ALIGN WITH COUNTERTOP COORDINATE ACCESS TO ELECTRICAL OUTLETS AT FACE OF CASEWORK LINE OF FINISHED FLOOR BREAK ROOM FULL -HEIGHT CASEWORK DETAIL SCALE: 1-1/2 = 1'-0" SEE ELEVATION 0 iV 0 1-1 fV • /i Af C=I 0 2'-9"moi BREAK ROOM ELEVATION 3'-0" MIN. CLR. 11111111191 0 0 M J2'-0" MIN.• CLR A7-1 SCALE: 3/8" = 1'-0" 2'-0" O 0 0 INTERIOR: WHITE MELAMINE FRAME: 3/4" PARTICAL BOARD; ADD FRTW BLOCKING AS REQUIRED 0 0 SCHEDULED PARTITION 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD. DRAWER: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD FRONT WITH 1/2" HARDWOOD SIDES AND 1/4" HARDWOOD BOTTOM SCHEDULED HARDWARE ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (1) SHELF PER CABINET U.N.O. DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD SCHEDULED BASE LINE OF FINISHED FLOOR BREAK ROOM CASEWORK DETAIL SCALE: 1-1/2" = 1'-0" RECEIVE() CITY OF ILMVALA DEC 20 2018 4,0* 44401 POP '901, iitMtOgN WitagirkraxdOgrft oroirdi 004 Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT SET revisions No: By: Date: BMT 12/19/18 client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address ELEVATIONS & CASEWORK DETAILS sheet title REVIEVVED FOR CODE COMPLIANCE APPROVED JAN 21 2019 City of Tukwila BUILDING DIVISION Proj. No: 18.04807.00 Project Manager: LD Designer: BMT Drawn By: Reviewed By: Approved By: A7-1 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED PERMIT CENTER shICZ' ' ^� n1�� ' I� I l " J — J Ur z W zi aI a a o. A 6 -a z O a i o� cn E VI M 8 co 0 0 w () 0 a) a. co oo cp ry co ri na 0 a GALV. STEEL DEEP LEG DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X -U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FAS I ER WITH MIN. 1" EMBEDMENT @ 16" O.C. GALV. (FOLLOW MANUFACTURER'S INSTRUCTIONS). EXISTING STRUCTURE SCHEDULED CEILING TILE & GRID assmissusswiwinswinassms Alie LATERAL BRACING TENANT WALLS (NO CASEWORK) 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAA ,1, 2' MAX (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. STRUCTURE ABOVE i i 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 GALV. STEEL DEEP LEG DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X -U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTENER WITH MIN. 1" EMBEDMENT @ 16" O.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS). HOLD GYP. FASTENERS BACK 2-1/2" FROM EDGE. EXISTING STRUCTURE SLOTTED DEEP LEG DEFLECTION TRACK METAL STUD EXISTING STRUCTURAL DECK 3" SOUND ENCAPSULATED ATTENUATION BLANKET, REQ'D 24" 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 1C ID NON -RATED; U.O. CLG - 2 1/2" STUDS NON -RATED; U.O. CLG W/ ACOUS. INSUL. - 2 1/2" STUDS PARTITION TYPE 1 SCALE: NA NON-STRUCTURAL METAL FRAMING NOTES AND LIMITING HEIGHTS PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY W1TH THE FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS: A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS THICKNESS LISTED IN THE CHARTS PROVIDED BELOW: • CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. • SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECTS APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PARTITIONS. B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE OR MORE OF THE FOLLOWING CONDITIONS: • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24' TO 40'. • MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK ABOVE. LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC SECTION 1607.14). REFER TO SSMA PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. • FOR COMPOSITE WALL HEIGHTS REFER TO THE " COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " • FOR NON -COMPOSITE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS W1TH BRACING AT 48" O.C. REFER TO THE " NON -COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " C. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED. E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT TECHNICAL GUIDE) EXAMPLE, "600S162-54": 600 = 6" MEMBER DEPTH, S = CSJ (STEEL STUD), 162 = 1-5/8" FLANGE WIDTH (1/100 INCH), 54 = CORRESPONDS TO MIL THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE COLUMN BELOW): 2 1/2" = (250); 3 5/8" = (362); 6" = (600); 8" = (800) COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGH Gauge & mil: 25 ga 18 mil 22 ga 27 mil 20 ga 30 mil 20 ga 33 mil 18 ga 43 mil 16 ga 54 mil 14 ga 68 mil Stud Size Spacing O.C. LIMITING HEIGHTS *Note #1 2-1/2" 24" 11'-3" 12'-2" 12'-7" 12'-5" 13'-6" (250) 16" 12'-10" 13'-11" 14'-5" 14'-3" 14'-9" / (250) 12" 14'-2" 154" 15'-10" 15'-8" 15'-9" 3-5/8" 24" 9'-3" 12'-5" 13'-4" 14'-0" 15'-3" 16'-4"# 17'-5"# 3-5/8" 24" 13'-2" 14'-5" 14'-6" 15'-3" 16'-3" 17'-8" 19'-11"# (362) 16" 15'-2" 16'-6" 16'-7" 17'-5" 18'-0" 19'-7" 21'-11"# 6" 12" 16'-8" 18'-2" 18'-3" 19'-2" 19'-7" 21'-2" 26'-2" 6" 24" 16-4" 21'-3" 21'-6" 22'-3" 25'-7" 27'-0" 28'-9" (600) 16" 20'-1" 24'-4" 24'-7" 25'-6" 28'-3" 30'-0" 32'-0" 8.. 12" 22'-9" 26'-9" 27'-1" 28'-1" 30'-7" 32'-6" 34'-8" 8,, 24" //// 30'-6" 32'-6" 35'-9" 16" 34'-4" 36'-8" 39'-0" (800) 12„ 37'-6" 40'-0" 43'-4" * NOTES: 1. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE X GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE "S" DRYWALL SCREWS SPACED A MAXIMUM OF 12" OC FOR STUDS AT 24" SPACING, AND 16" OC FOR STUDS AT 16" AND 12" SPACING. 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3). NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge & mil: 25 ga 18 mil 22 ga 27 mil 20 ga 30 mil 20 ga 33 mil 18 ga 43 mil 16 ga 54 mil 14 ga 68 mil Stud Size Spacing O.C. LIMITING HEIGHTS *Note #1 2-1/2" 24" 8'-3"^ 9'-10" 10'-2" 10'-6" 11'-5" 16" 9'-7"^ 11'-3" 11'-7" 12'-0" 13'-O" (250) 12" 10'-6"^ 12'-5" 12'-9" 13'-2" 14'-4" 3-5/8" 24" 9'-3" 12'-5" 13'-4" 14'-0" 15'-3" 16'-4"# 17'-5"# (362) 16" 11'-4" 15'-0" 15'-6" 16'-0" 17-5" 18'-8"# 19'-11"# 12" 13'-1" 16'-6" 17'-0" 17'-7" 19'-2" 20'-6"# 21'-11"# 6" 24" 17'-6"* 18'-10" 20'-6" 22'-10" 24'-6" 26'-2" 16" 21'-6"* 22'-11" 23'-9" 26'-1" 28'-0" 30'-0" (600) 12" 24'-4"* 25'-2" 26'-2" 28'-9" 30'-10" 33'-0" 8.. 24" 28'-8" 31'-1" 33'-4" (800) 1126:32'-9" //// 36'-1" 35'-7" 39'-2" 38'-1" 41'-11" * NOTES: 1. NON -COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED. 2. WEB HEIGHT -TO -THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS ARE REQUIRED AT ALL SUPPORT POINTS AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW MANUFACTURER'S REQUIREMENTS FOR FLEXURAL AND DEFLECTION CONTROL. * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS. A : HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING". # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING". Pift* 40* 04#0e0A, AO OW .00ft VOW ogla 409 Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 030400*, 10* 400k *VA, 105 oifolf consultants Description: PERMIT SET revisions No: By: Date: BMT 12/19/18 client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 WHITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address PARTITION TYPE sheet title REVIEWED FOR CODE COMPLIANCE APPROVED JAN 21 2019 City of Tukwila BUILDING DIVISION sea RECEIVED CITY OF TUKWILA DEC 20 2i.J PERMIT CENTER Proj. No: 18.04807.00 Drawn By: Project Manager: LD Reviewed By: Designer: BMT Approved By: A9-1 BMT LD AS 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, LLC 2018 ALL RIGHTS RESERVED