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HomeMy WebLinkAboutPermit D17-0283 - WOOD-RICHARDSON & COMPANY - TENANT IMPROVEMENTWOO D -RIC HARDSO N & COMPANY 7100 FORT DENT WAY Dl 7-0283 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 2954900440 7100 FORT DENT WAY Unit225 Project Name: WOOD-RICHARDSON & COMPANY Permit Number: D17-0283 Issue Date: 11/9/2017 Permit Expires On: 5/8/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: JOHN C RADOVICH DEV CO 2835 82ND AV SE #S-1, MERCER ISLAND, WA, 98040 LINDA DUCEY 1500 WESTLAKE AVE N, SUITE 1, SEATTLE, WA, 98109 Phone: (206) 441-1449 D P INC GENERAL CONTRACTORS Phone: (206) 361-2989 19936 BALLINGER WAY NE, SEATTLE, WA, 98155 DPINCGC066BU Expiration Date: 1/31/2018 JOHN C RADOVICH DEV CO 2835 82ND AV SE #S-1, MERCER ISLAND, WA, 98040 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT TO ANY EXISTING OFFICE SUITE ON THE SECOND FLOOR, SUITE #225, FOR OFFICE USE TO INCLUDE MINOR DEMOLITION, NEW CONSTRUCTION OF PARTITIONS, NEW DOORS AND RELITES, EXISTING LIGHTING RELOCATED WITH EXISTING LIGHTING FIXTURES. NO STRUCTURAL WORK AND NO ALTERATIONS TO THE BUILDING CORE. Project Valuation: $60,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,893.23 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: q ---r 7 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 r-= lating construction or the perf./mance of work. I am authorized to sign and obtain this development pe, r d agree to the • d tions att: ched to this permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 18: Maintain fire extinguisher coverage throughout. 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 0 0 23: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 27: 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) 25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 24: 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: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 28: 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) 30: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 31: 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. 32: 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. 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: 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** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKi3QA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 17- Oa -6.3 Project No. Date Application Accepted: 10 6 Date Application Expires: -19-17 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 7 100 Fort Dent Way Tenant Name: Wood -Richardson & Company, CPA King Co Assessor's Tax No.: 2954900440 Suite Number: 225 Floor: 2nd floor PROPERTY OWNER Name: John C. Radovich Development Co. Address: 2385 82nd Ave. SE, suite 300 Cin': Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Linda Ducey Address: 19936 Ballinger Way NE Address: 1200 Fifth Ave., suite 1300 Phone: (206) 361-2989 Fax: Cin': Seattle State: WA Zip: 98101 Phone: (206) 408-8518 Fax: Cin': Seattle State: WA Email: l.ducey@nelsononline.com Phone: (206) 408-8500 Fax: GENERAL CONTRACTOR INFORMATION Company Name: DP Inc - General Contrators Address: 19936 Ballinger Way NE City: Seattle State: WA Zip: 98155 Phone: (206) 361-2989 Fax: Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2018 Tukwila Business License No.: BUS -0994280 H: iAppl icor ionsTorms-Applicat ions On Line i2011 Applicat ions' Permit Applicat ion Revised - 8-9-1 1.docx Revised: August 2011 bh New Tenant: ® Yes ❑ .. No ARCHITECT OF RECORD Name: C,'r dir:s41 Company Name: NELSON Company Name: Architect Name: Mark Evans Address: ,f . Address: 1200 Fifth Ave., suite 1300 11/ 6 Cin': Seattle State: WA Zip: 98101 Phone: (206) 408-8500 Fax: Email: m.evans@nelsononline.com State: ENGINEER OF RECORD Name: C,'r dir:s41 i• / Company Name: • I °4111 MEI Address: ,f . Engineer Name: 11/ 6 �' Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: C,'r dir:s41 i• / ...a % • I °4111 MEI Address: ,f . City:.. 11/ 6 �' State: \A/ /,1 Zip: Ca 1 1 Page I of 4 BUILDING PERMIT INFORMATiOrf N Valuation of Project (contractor's bid price): $ 60,000 Describe the scope of work (please provide detailed information): Interior tenant improvements to any existing office suite on the second floor, suite #225, for office use to include minor demolition, new construction of partitions, new doors and relites, existing lighting relocated with existing lighting fixtures. No structural work and no alterations to the building core. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes ®.. 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): 87,194 Floor area of principal dwelling: 36,830 Floor area of accessory dwelling: 0 *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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify) H:!ApplicationstForms-Applications On Linet201 I Applications`Permit Application Revised - 8-9-I l.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 1 `t Floor 0 2nd Floor 1,938 0 0 V -B sprinkler B -office 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): 87,194 Floor area of principal dwelling: 36,830 Floor area of accessory dwelling: 0 *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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify) H:!ApplicationstForms-Applications On Linet201 I Applications`Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by. limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LA S OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 1 N OR AUT r 1 I ED A9E Signature: �� //� Date: Print Name: ' ebecca D vidson Day Telephone: (206) Mailing Address: 2385 82nd Ave. SE., Suite S-1 Mercer Island WA 98040 City state H:tApplicationsWForms-Applications On Line .1201 I Applications 1Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Zip Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK- PAID $1,893.23' . D17-0283 , . Address: 7100 FORT DENTWAY : Apn: 2954900440. " ` $1,893.23 DEVELOPMENT $1,837.68 PERMIT FEE R000.322.100.00.00 0.00 $1,111.02 PLAN CHECK FEE R000.345.830.00.00 0.00 $722.16 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $55.55 TECHNOLOGY FEE R000.322.900.04.00 0.00 $55.55 TOTAL FEES PAID BY RECEIPT: R12608 <t: $1,893.23 Date Paid: Thursday, October 19, 2017 Paid By: RADOVICH PROPERTIES LLC Pay Method: CHECK 003125 Printed: Thursday, October 19, 2017 1:49 PM 1 of 1 i SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit D17- e):- 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670\ Permit Inspection Request Line (206) 438-9350 Project: 141O0D—Rieib V Ca , Type of Inspection: ,$d? L. DlnG- RIVAL, Address: 7/c o1Rr ,Dgi it Date Called: ,7 p.m. Special Instructions: 0/1//7--225—. '-ZiA/6— g� b. /LD//YC Fail --L. Date Wanted: f 2.-15, /7 Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: K� 8111Loi N - fi I141 - Inspector: Date: d 2-'f5i, ' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Oil -c 2i'3 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: D Re " ti' ' sort/ 1 Lev. Type of Inspection: eci4/86- _51,3p -iri Address: 7/O /SA' rZriffr/ 1 Date Called: Special Instructions: 225- Date Wanted: /2-5.17 a.m p.m. Requester: Phone No: 20Ce —176-_ 6 b21-2.. Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: s -v- P6VDL etc/L/%i(6- Inspector: 9_5 Date: r '7 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: /IMOD -- R)CAOK.v Type of Inspection: ,RAIRi iN 6- Address:,Date 7/00J 44r � r Called: Special Instructions: 22,5 Date Wanted: a.m,i l .— -/7 p.m. Requester: .S6- Phone No: 201e —2749 -LPA'`% 0 Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: fi t'X91l 6— Inspector: J Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 2)17-(3233 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: A-P-Cd'/ leiii'i�3 ,h1 9 c'Cr Type of Inspection:� � l� 11u16- Address: 7/ "q-A'r Y Date Called: Special Instructions: 22 Date Wanted: //-2 ",7 a:m,;; p.m. Requester: Phone No: 7.04)-- 274,- 4 ?).- '. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -co INSPECTION NO. INSPECTION RECORD ,;; Retain a copywith permit 44r ER �g p 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: ! %>-MORROS&Y Ca Type of Inspection: /`/i J N &- Address: Date Called: 74V i /0--0.. > `4 / Special Instructions: tj'!Y/T o � 5 Date Wanted:a.m. //-/5"-/-7 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 11�S--z3c. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type ()OD 1Z,c .�..v,,,. of Inspection: I^- -- co -,.,rte Address: -.� #. - "›,.4 `z� --Contact Person' Special Instructions: Pre -Fire: Phone No.: e l Approved per applicable codes. Corrections required prior to approval. COMMENTS: Spirz,..ideps 1.5 s Needs Shift Inspection: fJ/j4- Sprinklers: /-P-S 3 Fire Alarm: y-erS Hood & Duct: /.0 Monitor: Pre -Fire: Permits: Occupancy Type: g Inspector: //---7;.7/S 3 Date: /a//1///-) Hrs.: /.0 / 7 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit J0 -F -Zit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:,Type �apb`Z C C,- of Inspection: l Address: Suite #: Contact Person! Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: t 2e l u gi f e, V U' r -e -w-- . cee,, V /74./s -- s- ./ Needs Shift Inspection: F/n- Sprinklers: Y - Fire Alarm:_ ,�-es r Hood & Duct: Monitor: ?Trio. (& Pre -Fire: Permits: Occupancy Type: X Inspector: 1 T 7 Date: / zi/ y/ l Hrs.: i- 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 CD 4 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0283 DATE: 10/19/17 PROJECT NAME: WOOD-RICHARDSON & COMPANY SITE ADDRESS:. 7100 FORT DENT WAY - SUITE 225 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: As 4-Wc to- >i7 /AitA AWL tO)7-r/ uoa. AyAs. Building Division 14 Fire Prevention 5 Planning Division J/A- "0] ublic Works Structural ❑ Permit Coordinator 10..16-17 E al PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/24/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/21/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied ❑ re (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 D P INC GENERAL CONTRACTOO sak Washington State Department of AP Labor & Industries Home Espanol Contact Safety & Health Claims & Insurance 0 Search L&I Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, WILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................ Meets current requirements. License specialties GENERAL License no. DPINCGC066BU Effective — expiration • 01/31/1994— 01/31/2018 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 $1,000,000.00 Policy no. CPA6015605 Received by L&I Effective date 08/10/2017 09/15/2016 Expiration date 09/15/2018 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&l 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= 11/9/2017 D P INC GENERAL CONTRACTORS License Violations No license violations during the previous 6 . period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 578,236-01 ................................. Doing business as D P INC Estimated workers reported Quarter 3 of Year 2017 "51 to 75 Workers" L&I account contact T5 / JAVIER PAREDES (360)902-4639 - Email: PAJB235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ........................................................ No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 03/05/2014 Inspection no. 316958065 Location 625 Andover Park W. Tukwila, WA 98188 Violations Page 2 of 2 O Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 11/9/2017 00D.R FoRT 7100 F T c 0 RT U KW DENT ILA,WAS ARDSON 111.2ND DENT WAY H I & CO 9 P Sm FLooR S O U T H SUITE 225 ~� SEPAFi�TE PERMIT REQUIRED FOR: -vgchant N G T 0 N 98'188 ,/I 1.� t lumbing las Piping City of Tukwila BUILDING DIVISION REVISIONS ' No Changes shell be made to the scope .7 of work witho 1 J; ;prior approval Ot Tuk1<vlla t3uiiding Division, NOTE,: REViSi0t1S will require a new plan submittal and may include additional plan review fees. SCOPE OF WORK: TENANT IMPROVEMENT TO SUITE 225 OF AN EXISTING 2 -STORY OFFICE BUILDING FOR OFFICE USE TO INCLUDE • DEMOLITION OF INTERIOR PARTITIONS, DOOR & RELITE • CONSTRUCTION OF INTERIOR PARTITIONS, DOORS, RELITES & CASEWORK • NEW PAINT AND FLOORING IN AREAS OF SUITE • INSTALLATION OF RELOCATED LIGHT FIXTURES SITE ADDRESS: FORT DENT III 7100 FORT DENT WAY, SUITE 225, TUKWILA, WA 98188 PARCEL NUMBER: 295490-0440 LEGAL DESCRIPTION: GUNDRAKERS INTERURBAN ADD PARCEL 2 LESS GEG MOST WLY CORNER 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 NWLY LN OF PARCEL 2 TH S 58.47-17 E 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 SW 114 OF SEC 24-23-04 -- AS PER CITY OF TUKWILA BDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 PLAT BLOCK: PLAT LOT: POR ZONING: RCM TYPE OF CONSTRUCTION: V -B, FULLY SPRINKLERED OCCUPANCY: GROUP B (OFFICE) AREA OF FLOOR (SUITE): ± 1,938 SF APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2015 INTERNATIONAL FUEL AND GAS CODE (IFGC) 2014 NATIONAL ELECTRICAL CODE (NEC) 2009 ICC / ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS & FACILITIES WASHINGTON INDOOR AIR QUALITY CODE TENANT WOOD-RICHARDSON & CO., P.S. 7100 FORT DENT WAY, SUITE 280, TUKWILA, WA 98188 PHONE: (206) 246-2520 EMAIL: SHARI@WRC-CPA.COM CONTACT: SHARI WOOD-RICHARDSON & STEFAN RICHARDSON BUILDING JCR DEVELOPMENT COMPANY REPRESENTATIVE: 2835 82ND AVENUE SE, SUITE Si, MERCER ISLAND, WA 98040 PHONE: (206) 267-6060 EMAIL: RebeccaDavidson@jcrdevco.com CONTACT: REBECCA DAVIDSON ARCHITECT: NELSON 1 PROJECT TITLE NA 12005TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: (206) 408-8500 EMAIL: MEvans@nelsononline.com CONTACTS: MARK EVANS ACT ACOUSTICAL CEILING TILE LF LINEAL FOOT ADJ ADJACENT / ADJUSTABLE MAX MAXIMUM AFF ABOVE FINISH FLOOR MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER ALUM ALUMINUM MIN MINIMUM APPROX APPROXIMATELY MISC MISCELLANEOUS @ AT MTD MOUNTED BLDG BUILDING MTL METAL BLKG BLOCKING MW MICROWAVE OVEN BIS BUILDING STANDARD N NORTH I NEW CAB CABINET N/A NOT APPLICABLE CLR CLEAR/CLEARANCE NIC NOT IN CONTRACT CLG CEILING NO NUMBER CL CENTERLINE NOM NOMINAL COL COLUMN NTS NOT TO SCALE COMM COMMUNICATION OC ON CENTER COMP COMPOSITION OPNG OPENING CONST CONSTRUCTION OPP OPPOSITE CONT CONTINUOUS ORIG ORIGINAL CPT CARPET PERM PERMANENT CT CERAMIC/CONCRETE TILE PL PLATE DIA DIAMETER PLAM PLASTIC LAMINATE DR DOOR PLYWD PLYWOOD DIM DIMENSION PR PAIR DW DISHWASHER PTN PARTITION DWG DRAWING R RADIUS / REMOVE / RELOCATE E EXISTING / EAST RB RUBBER BASE EA EACH REF REFRIGERATOR EAD EXIT ACCESS DOOR REFL'D REFLECTED ELEC ELECTRIC REINF REINFORCING 1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY 11. N.F.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS. POINT ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL 2. RE -BALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO OWNER. 12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED %" & SHALL BE PACKED SOLID WITH APPROVED FIRE SAVING MATERIAL & SEALED 3. CLEAN ALL DIFFUSERS & GRILLES. WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY CODE. 4. VERIFY LOCATION OF THERMOSTATS WITH OWNER AND NELSON PRIOR TO FINAL INSTALLATION. 13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY -APPLIED FIRE PROOFING. 5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR. CONTRACTOR SHALL PROVIDE BARRIERS OR SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE TO OTHER TENANTS WITHIN THE BUILDING. 6. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE TENANTS OF THE BUILDING. 7. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION FROM OWNER. 8. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY. 9. NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL. 10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY NON -AUTHORIZED PERSONNEL AND AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS. 1. COMPLY WITH ALL APPLICABLE CODES. 2. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY FIELD CONDITIONS PRIOR TO PURCHASING MATERIALS OR COMMENCING THE WORK. 3. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. VERIFY THE BUILDING STANDARDS (B/S) BEFORE PROCEEDING WITH THE WORK. 5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING WITH THE WORK. 6. WALLS, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES. 7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. 8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS. 9. LEVEL THE FLOOR. DEVIATIONS OF ± 1/2" WITHIN 10'-0" IS THE ACCEPTABLE LIMIT. 10. GENERAL CONTRACTOR TO REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO SENDING COPIES TO TENANT FOR REVIEW AND COMMENT. 11. THE BUILDING REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND STANDARDS OF CONDUCT. 12. DO NOT SCALE DRAWINGS. 13. GENERAL CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND STAGING OF MATERIALS. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 2U11 City t $TukwilaC ELEC'L ELECTRICAL REQ'D REQUIRED ION/REVERSE EQ EQUAL RM ROOM 2 MECHANICAL PLUMBING FIRE PROTECTION &LIFE SAFETY NOTES NTS 3 GENERAL NOTES NA • DLjll_��ti 4 PROJECT INFORMATION NA EXIST EXISTING RO ROUGH OPENING EXISTING EXT EXTERIOR S SOUTH FIN FINISH SCHED SCHEDULE FLR FLOOR SC SOLID CORE FLUOR FLUORESCENT SECT SECTION FMC FLOOR MATERIAL CHANGE SIM SIMILAR \ 2 FORT DENT =• + ' ..-------_ •�_;,---' --- _, ....,._----:.,..-,::.: :::-,-- - � . ::::.;_:;;- �• P 0).- O� A-1 COVER SHEET A-2 LIFE SAFETY PLAN A-3 DEMOLITION PLAN, CONSTRUCTION PLAN & REFLECTED CEILING PLAN A-4 DOOR, FRAME & RELITE SCHEDULE, ELEVATIONS & DETAILS CITY OF TUKWILA 9 01 OCT 19 2 7 PERMIT CENTER bll , a 8 3 FR FIRE RATED SPEC SPECIFICATION FT FEET SQ SQUARE FURN FURNISH / FURNISHINGS STD STANDARD GA GAUGE STL STEEL GALV GALVANIZED STOR STORAGE GD GARBAGE DISPOSAL SUSP SUSPENDED GL GLASS / GLAZING TEL TELEPHONE -23 PARK G 2 \ - �N -✓ \ :::.::•.;• :::::::::::: • ,� .:;--_<-=' _ - :•• �./ / - :, \ �' .� %•` �� •'/'' ::.;. \ : ;� �. � ,•:; - A 1 ' :.. a Plan review approval is subject to errors and omissions. Approval of constructi©n d uments does not authorize the violation of any adopte t code or •; ! e � C .Receipt of approved Field op,, + GWB GYPSUM WALL BOARD TSG TEMPERED SAFETY GLASS TYP TYPICALo N FORT DENT III NR��ER � FORT DENT 2 cond , • r : acknowledged: HC HOLLOW CORE HDW HARDWARE UNO UNLESS NOTED OTHERWISE 7100 FORT DENT WAY EE GR •1 + o �► .: I l By. ,�,- f HM HOLLOW METAL VCT VINYL COMPOSITE TILE HT HEIGHT VERT VERTICAL r„ `s' EXISTING OFFICE BUILDING ♦� . •'� I ( �.'RECEIVED � / ;s:" •::•-•\ilk\ illw �/ Data: So.• HVAC HEATING VENTILATING W WEST AIR CONDITIONING WI WITH ININCHWIOWITHOUT INCL INCLUDE WC WALLCOVERING 7.8c VT•♦ /'. ♦ � \ // iv r, '= a ...�.I Cf df BUILDING T DIVISION INSUL INSULATION WD WOOD / ,,,�.�•eRS�PTE�p5rn �I / T � I JT JOINT MI -;J ; LL@TE BY LANDLORD AT TENANT'S EXPENSE .. l .• 0 FORT DENT ill - - �o� 7100 FORT DENT WAY � .EXIS I INC, Urrlt.t 110 BUILDING NORTH NORTH 5 ABBREVIATIONS NA 6 VICINITY MAP NA 7 SITE PLAN NA 8 NOT USED NA 9 SHEET INDEX NA Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Avenue, Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: PERMIT SET NG, El 10/18/17 FORT DENT III 7100 FORT DENT WAY TUKWILA, WA 98188 Client: WOOD-RICHARDSON & CO., P.S. 7100 FORT DENT WAY, SUITE 225 TUKWILA, WA 98188 Project Title & Address: COVER SHEET Sheet Title: 1591' Ii1(IS01.W 11 Aftt 44111:1 I I a�4 `,.. ! J 0014, L 5EVANS ~1.1.91 u1 rr r�111\r,tON ; Seal: _ :. Proj. No: MS.01572.00 Drawn By: RR Project Manager: LD Designer: RR,LD Reviewed By: ME Approved By: ME A -i. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2017 ALL RIGHTS RESERVED / \/ \ \/ II \ / \ / /\ / \\ / i / \\ i \ / \\ \./1\ \\ / \ /\\\ /\\\/ \\ / \/ \\ //\ /\ /\\. \/ \/ , \/ \% \ \ / LONGEST COMMON , \, / / // \ \\ PATH OF EGRESS \/ v\/ TRAVEL / O/ v\w / \� \/•\• `/ / \ \\ / \/ \/ \�/ \ / 0\1\1 / \/ \ \/ /\,/ /\/1\><, \/ 22<\/\\/><\ /�/ \ \ % ,i ` \ %\ /\ / \// A , // A/ \\,. / "\ // \>� '�.� �/ / \v.J/ \ \ / AV ><\/ /\\ j\J/\�///\\`./\ \/'\./J\ /'\/` /\\\ \/ \/\/ \ \/ \ l `C �/ \`/ \/ /\/ \ \/ \/ /\..\/ \/ \A/ ,./ \/ \\ /!\\/ / ��// \_/ / //\\ / \/ �(// \<' \ / \/ /\ / \ Y \/ \DN /\/ A vv� �/% \ / )‹ i \//A / \ \\, \\/ \ i \-,' \\ / v \: �/\ /\ \ , / / / i\\\ /\v /\ /\\ % \ ) /\ /><'\OPEN\T\O BELOW\ / \ \ / ,%\/�� \. / \ %/\/ \/ \/ '\/ `\/ \\/\ /'\/\i\\ / \./\ / • x// X../ /\ ' \/�\\ / \\ / ` ,\\ /\ / '\ / LIFE SAFETY PLAN REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2011 SCALE: 1/8" =1'-0" 0 5' 10' EXCLUSIONS 20' 30' NO CHANGE IN BUILDING AREA NO CORE / SHELL WORK NO STRUCTURAL WORK NO EXTERIOR WORK NO CHANGE OF USE OCCUPANT LOAD & EXITING PER IBC TABLE 1004.1.2: BUSINESS AREA (OFFICE) =100 SF PER OCCUPANT PER IBC TABLE 1015.1: 0-49 OCCUPANT LOAD = ONE (1) EXIT REQUIRED 50-500 OCCUPANT LOAD = TWO (2) EXITS REQUIRED 1,938 SF @ 1:100 = 20 OCCUPANTS 1 EXIT REQUIRED, 1 EXIT PROVIDED COMMON PATH OF EGRESS TRAVEL PER IBC 1006.2.1: FOR GROUP B OCCUPANCY, MAX. LENGTH =100'-0" FOR BUILDINGS WITH SPRINKLER SYSTEM PROJECT COMPLIES City of Tukwila BUILDING DIVISION NORTH EXIT ACCESS TRAVEL DISTANCE PER IBC TABLE 1017.2: FOR GROUP B OCCUPANCY, MAX. TRAVEL DISTANCE = 300'-0" FOR BUILDINGS WITH SPRINKLER SYSTEM FOR GROUP S-1 OCCUPANCY, MAX. TRAVEL DISTANCE = 250'-0" FOR BUILDINGS WITH SPRINKLER SYSTEM PROJECT COMPLIES 0z83 RECEIVED CITY OF TUKWILA OCT 19 2011 PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Avenue, Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: PERMIT SET NG,EJ 10/18/17 FORT DENT III 7100 FORT DENT WAY TUKWILA, WA 98188 Client: WOOD-RICHARDSON & CO., P.S. 7100 FORT DENT WAY, SUITE 225 TUKWILA, WA 98188 Project Title & Address: LIFE SAFETY PLAN Sheet Title: !Masi r lI F . ‘f{11111l.L`t IW <DOUGLAS EYANS • .r,tn ,) t,,tsan,r,.or(N ,; i. Seal: Proj. No: MS.01572.00 Drawn By: RR Project Manager: LD Designer: RR,LD Reviewed By: ME Approved By: ME A-2 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2017 ALL RIGHTS RESERVED MEN'S DEMOLITION PLAN SCALE: 1 /8" =1-0" 0 5' 10' 20' DEMOLITION LEGEND CISISCEICI EXISTING BUILDING SHELL NOT TO BE ALTERED EXISTING DEMISING PARTITION EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING DOOR TO REMAIN EXISTING CASEWORK TO REMAIN DEMOLITION KEYNOTES SALVAGE DOOR & RELITE FOR REUSE. EXISTING SINK TO REMAIN. EXISTING FIRE EXTINGUISHER CABINET. NORTH 30' DEMOLITION NOTES 01. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING DEMOLITION. 02. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING REPRESENTATIVE. 03. ALL DEBRIS SHALL BE REMOVED FROM THE DEMOLITION SITE DAILY. 04. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING REPRESENTATIVE'S RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 05. CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 06. CONTRACTOR SHALL NOTIFY BUILDING REPRESENTATIVE AND NELSON OF ANY DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE BUILDING. 07. GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR DEFECTS TO THE BUILDING REPRESENTATIVE. 08. PROVIDE DEMOLITION TO EXISTING WALLS, DOORS, CASEWORK, AND FLOORING AS REQUIRED. RECYCLING AND REUSE OF CONSTRUCTION MATERIALS IS HIGHLY ENCOURAGED WHERE APPROPRIATE. \ ; / / OFFICE 207 MIN. DIM / STORAGE /17. 206 KITCHEN FEC 205 OFFICE 208 ( 206 //i/%/T// / / e \Na.: OPEN WORK AREA 204 EN' WOMEN'S \./ \./ \/ /`./\ i\ /`.\ / \ RECEPTION 201 /rir /'\2\/\/\ \ CONSTRUCTION PLAN SCALE: 1/8" =1'-0" 0 5' 10' 20' CONSTRUCTION LEGEND EXISTING BUILDING SHELL NOT TO BE ALTERED EXISTING DEMISING PARTITION EXISTING CONSTRUCTION TO REMAIN NEW B/S SOUND PARTITION PER DETAIL 3/A-4 EXISTING CASEWORK TO REMAIN NEW CASEWORK EXISTING DOOR TO REMAIN, U.N.O. Jist NEW DOOR PER SCHEDULE ON 1/A-4 NEW FULL HEIGHT RELITE PER SCHEDULE ON 1IA-4 RELOCATED RELITE PER SCHEDULE ON 1/A-4 ALIGN CONSTRUCTION KEYNOTES INFILL OPENING AT REMOVED DOOR. MATCH NEW B/S SOUND PARTITION. RELOCATED DOOR. VERIFY EXISTING HARDWARE. REPLACE HARDWARE TO MATCH HARDWARE TYPE D AS NEEDED. PROVIDE BLOCKING IN WALL FOR TV INSTALLATION. COORDINATE INSTALLATION WITH TENANT. PROVIDE BLOCKING IN WALL FOR SIGNAGE INSTALLATION. COORDINATE INSTALLATION WITH TENANT. 16'-0" OFFICE 209 12'-0" CONFERENCE 203 ( 203 ) SEATING 202 \{/ \// \i \% \ \ \ 1. X X ;Y NORTH 30' CONSTRUCTION NOTES 01. MAINTAIN A CLEAR PATH DF TRAVEL AT ALL TIMES DURING CONSTRUCTION. 02. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES &THE BUILDING OWNER / MANAGEMENT AND TENANT. 03. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS. 04. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM BOARD IN AREAS SUSCEPTIBLE TO MOISTURE. 05. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O. 06. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO NELSON. 07. ALL EXISTING WINDOW COVERINGS TO BE CLEANED AND IN GOOD WORKING ORDER. 08. DOORS TO BE RE -USED ARE TO BE TOUCHED UP AND OILED TO BRING INTO "LKE-NEW" CONDITION. N{f} II VA 4fr '4 REFLECTED CEILING PLAN SCALE: 1/8" =1'-0" 0 5' 10' 20' CEILING LEGEND EXISTING CEILING GRID AND TILES TO REMAIN EXISTING B/S 2'x4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN EXISTING B/S 2'x4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY EXISTING B/S 2'x4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE RELOCATED. RELOCATED B/S 2'x4' RECESSED FLUORESCENT LIGHT FIXTURES RELOCATED B/S 2'x4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. EXISTING B/S ILLUMINATED EXIT SIGN, U.N.O. EXISTING B/S ILLUMINATED EXIT SIGN TO BE REMOVED 10- BIS LIGHT SWITCH (N = NEW, M = SUITE (N,M) MASTER) LIGHTING CALCULATION EXISTING LIGHTING LAYOUT USES 22 FIXTURES. THE NEW LAYOUT RELOCATES (7) FIXTURES. 7 / 22 x 100% = 31.82% WHICH IS LESS THAN THE 50% ALLOWABLE CHANGE PER 2015 WSEC LIGHTING ALTERATION EXCEPTION C503.6. EXISTING WATTAGE STAYS THE SAME. PROJECT COMPLIES. 30' CEILING NOTES NORTH 01. CHECK FOR CONFLICTS BEFORE INSTALLING OR RELOCATING LIGHT FIXTURES. NOTIFY NELSON OF ANY CONFLICT(S). 02. REPLACE DAMAGED CEILING TILES AND GRID AS NECESSARY TO BRING CEILING TO "LIKE NEW" CONDITION. 03. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING. 04. MAINTAIN 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF ANY V.A.V. BOXES. 05. DAYLIGHT ZONE CONTROL: DAY LIGHTING AS DEFINED BY CODE SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS PER SECTION C405.2.2.2 OF THE WASHINGTON STATE ENERGY CODE. 06. FIRE SPRINKLER INSTALLATION TO BE DESIGN -BUILD WITH DEFERRED PERMIT SUBMITTALS. 07. COMMISSIONING REQUIREMENTS: TEST LIGHTING CONTROLS TO ENSURE THAT THE SYSTEMS COMPLY WITH CODES. PROVIDE A WRITTEN REPORT OF TEST PROCEDURES AND RESULTS TO THE OWNER. USE OCCUPANCY SENSORS AS REQUIRED. 08. EXIT SIGNS ARE INDICATED ON THE REFLECTED CEILING PLAN. THEIR FINAL PLACEMENT IS TO BE COORDINATED IN THE FIELD WITH THE INSPECTOR. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 47 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 19 2017 PERMIT CENTER bri - 02,83 Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Avenue, Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: PERMIT SET NG,EJ 10/18/17 FORT DENT III 7100 FORT DENT WAY TUKWILA, WA 98188 Client: WOOD-RICHARDSON & CO., P.S. 7100 FORT DENT WAY, SUITE 225 TUKWILA, WA 98188 Project Title & Address: DEMOLITION, CONSTRUCTION & REFLECTED CEILING PLANS Sheet Title: !I459 R1 i • AIM i I' I I„lul3 ifi 1 ( I EVANS � ” . _..>.. . :.... + MARJ<DOUGLAS srr1JI.IIJ'tt'.t1/4J1INWON Seal: Proj. No: MS.01572.00 Drawn By: RR Project Manager: LD Designer: RR,LD Reviewed By: ME Approved By: ME A-3 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2017 ALL RIGHTS RESERVED 8 1 NOT USED L TYP. N. T TYP. 4 36" II 36" 'to M N M NA 4 I CASEWORK ELEVATION 318"=1'-0" B/S P -LAM COUNTERTOP SCRIBE TO WALL WATERFALL TOP AND EDGE SIDE PANEL TENANT -PROVIDED REFRIGERATOR L 48" / 8" I EXISTING STRUCTURE METAL CLIP METAL STUDS STAGGERED @ 8'-0" O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12'-0". ATTACH TO STRUCTURE ABOVE. (2) #10 SCREWS SCHEDULED CEILING TILE & GRID LATERAL BRACING TENANT WALLS (NO CASEWORK) 8' MAX 8' MAX 8' MAX 8' MAX S' MAX 8' MAX 2' MAX l fit I I k-t,s\ LATERAL BRACING PER DETAIL ABOVE (TYP.) NOTES: 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. CONTRACTCR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. J 9 NOT USED NA 5 COFFEE BAR ELEVATION 318"=1'-0" 2 PARTITION HEAD BRACING DETAIL NTS 12" B/S P -LAM VALANCE. ENSURE PROPER OPERATION OF DOORS. (2) CONCEALED HINGES PER DOOR 1/4" PLYWOOD BACKING WITH MELAMINE FINISH B/S P -LAM UPPER CABINET DOORS AND (2) ADJUSTABLE SHELVES 3/4" PLYWOOD ADJUSTABLE SHELF B/S ADA -COMPLIANT CASEWORK HARDWARE, TYP. 101 NOT USED NA 6 I UPPER CASEWORK SECTION 11/2"=l'-0" PER ELEVATION 25" X 0 MELAMINE INTERIOR AS SCHEDULED O 0 0 0 0 0 I 0 24" B/S P -LAM COUNTERTOP AND BACKSPLASH DRAWER ON (75) POUND FULL- EXTENSION SLIDE B/S ADA -COMPLIANT CASEWORK HARDWARE, TYP. (2) CONCEALED HINGES PER DOOR ADJUSTABLE SHELF B/S P -LAM LOWER CABINETS WITH DRAWER, DOOR, AND ADJUSTABLE SHELF B/S BASE 4'-0" WIDE ACOUSTICAL BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CILEING 1/4" NON-COMBUSTABLE WOOD FILLER UNDER MAIN RUNNERS /\i PER 6/TI-5 SEISMIC BRACING (BEYOND) i EXISTING CEILING_ IP (WHERE INDICATED ON REFLECTED CEILING PLAN) CONTINUOUS 'L' METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) ACOUSTICAL BATT INSULATION GALV. STEEL SILL TRACK. ATTACH TO STRUCTURE WITH HILTI X -U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTENER WITH MIN. 1" EMBEDMENT @ 16" 0.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS) FLOORING PER SCHEDULE (BOTH SIDES OF PARTITION) c C ( STUD SCHEDULE STUD SCHEDULE: 2-1/2" = 250S125-27 (22 GA); MAX 10'-0" HIGH. 3-5/8" = 362S125-27 (22 GA); MAX 13'-0" HIGH. 6" = 600S125-27 (22 GA); MAX 17'-6" HIGH. NOTES: 1. ALL STUDS ARE AT 16" O.C. 2. USE SAME GAUGE AS STUDS FOR TRACKS AND CHANNEL. 3. USE SSMA TECHNICAL GUIDES. 1/8" BLACK FOAM TAPE, HOLD BACK 1/4° FROM EDGE OF TRACK (BOTH SIDES) METAL TRACK WITH (2) #10 SCREWS AT 16" O.C. REVEAL (PAINT BLACK) OR MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) 5/8" FIRE RETARDANT TREATED PLYWOOD BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE- REFER TO DRAWING PLANS). ALTERNATE FOR BLOCKING: 20" WIDE SHEET METAL AT +40" FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) 5/8" GWB, TYPE 'X' EACH SIDE BASE PER SCHEDULE (BOTH SIDES OF PARTITION) EXISTING STRUCTURE (BELOW) GALV STEEL STUD, PER STUD SCHEDULE, WITH 518" TYPE 'X' GWB EACH SIDE. DOOR AND FRAME SCHEDULE ROOM DOOR FRAME NO. SIZE WIDTH HT. TH. TYPE MATERIAL FINISH TYPE MATERIAL FINISH HARDWARE TYPE FINISH CONFERENCE NOTES OPEN WORK AREA STORAGE / IT OFFICE OFFICE 203 204 206 208 209 3' - 0" 3'-0" 3'-0" 3'-0" 3'-0" B/S B/S B/S B/S B/S 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" DR -1 B/S SC B/S FR -1 B/S B/S A B/S DR -1 B/S SC B/S FR -1 B/S B/S B B/S DR -1 B/S SC B/S FR -1 B/S B/S C B/S DR -1 B/S SC B/S FR -1 B/S B/S D B/S DR -1 B/S SC B/S FR -1 B/S B/S D B/S DOOR & FRAME GENERAL NOTES: 01. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY 1/2" INCH MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITION. WHERE RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 02. AT HOLLOW METAL AND ALUMINUM FRAMES, CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX CAULK. 03. CONTRACTOR SHALL REVIEW KEYING WITH CLIENT PRIOR TO FITTING CYLINDERS. KEY CYLINDERS TO OWNER'S MASTER. 04. AT EXISTING DOORS TO REMAIN OR TO BE REUSED, PATCH/FILL DIVOTS, HOLES, CRACKS, SCRATCHES, GOUGES, ETC. PRIOR TO PRIMING/PAINTING/REFINISHING. CONTRACTOR TO COORDINATE THE REUSE OF EXISTING DOORS, FRAMES, AND HARDWARE AND TO IDENTIFY RELOCATIONS ON THE DOOR SUBMITTAL. 05. WHERE DOORS ARE SCHEDULED FOR RE -USE, CONTRACTOR TO IDENTIFY DOORS THAT CANNOT BE REPAIRED, OR ARE NOT COMPATIBLE WITH NEW HARDWARE. 06. ALL NEW DOOR HARDWARE TO MATCH BUILDING STANDARD MANUFACTURER, STYLE & FINISH. CONTRACTOR TO VERIFY BUILDING STANDARD WITH LANDLORD. 07. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER -TYPE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FLOOR. 08. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING DOOR = 15.0 POUNDS (67 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 09. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.5 INCH (12.7 MM) IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50 -PERCENT SLOPE). 10. EXIT DOORS MUST REMAIN UNLOCKED AT ALL TIMES IN THE DIRECTION OF EGRESS. PASSAGE EXIT HARDWARE SHALL REQUIRE NO SPECIAL KNOWLEDGE OR ASSISTANCE TO OPEN OR TO ACCESS. 11. HINGE SIDE OF DOORS TO BE LOCATED 6" FROM ADJACENT WALL U.N.O. DOOR SCHEDULE HARDWARE TYPES: TYPE A = B/S LATCHSET TYPE B = B/S LATCHSET & CLOSER TYPE C = B/S STORAGE LOCKSET TYPE D = B/S OFFICE LOCKSET ABBREVIATIONS: B/S = BUILDING STANDARD SC = SOLID CORE WOOD SCALE: NTS 3'-0" + x c0 w U- w 3'-0" t DOOR TYPE: (DR -1) FRAME TYPE: 1'6" f i .69 H 0 w COD Ca it w (FR -1) EQ / / EQ RELITE TYPE: c, RELITE TYPE: 8 DOOR, FRAME & RELITE TYPES brio29 3 RELOCATED RELITE INSTALLED HORIZONTALLY R CODE CO APPROVED NOV 07 2U11 VIEWED FOR PLIANCE City of Tukwila BUILDING DIVISION SCALE : 114" =1'-0" RECEIVED CITY OF TUKWILA OCT. 19 2017 PERMIT CENTER 11 NOT USED NA 7 BASE CASEWORK SECTION 1 1/2" =1'-0" 3 SOUND PARTITION NTS 1 DOOR, FRAME & RELITE SCHEDULE & TYPES PER PLAN Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Avenue, Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: PERMIT SET NG,EI 10/18/17 FORT DENT III 7100 FORT DENT WAY TUKWILA, WA 98188 Client: WOOD-RICHARDSON & CO., P.S. 7100 FORT DENT WAY, SUITE 225 TUKWILA, WA 98188 Project Title & Address: DOOR & FRAME SCHEDULE, ELEVATIONS & DETAILS Sheet Title: I-_/: Proj. No: MS.01572.00 Drawn By: RR Project Manager: LD Designer: RR,LD Reviewed By: ME Approved By: ME A-4 0 0 o o o 0 0 0 0 o MELAMINE oI INTERIOR 0 o o ii r 0 O 0 0 O O B/S P -LAM VALANCE. ENSURE PROPER OPERATION OF DOORS. (2) CONCEALED HINGES PER DOOR 1/4" PLYWOOD BACKING WITH MELAMINE FINISH B/S P -LAM UPPER CABINET DOORS AND (2) ADJUSTABLE SHELVES 3/4" PLYWOOD ADJUSTABLE SHELF B/S ADA -COMPLIANT CASEWORK HARDWARE, TYP. 101 NOT USED NA 6 I UPPER CASEWORK SECTION 11/2"=l'-0" PER ELEVATION 25" X 0 MELAMINE INTERIOR AS SCHEDULED O 0 0 0 0 0 I 0 24" B/S P -LAM COUNTERTOP AND BACKSPLASH DRAWER ON (75) POUND FULL- EXTENSION SLIDE B/S ADA -COMPLIANT CASEWORK HARDWARE, TYP. (2) CONCEALED HINGES PER DOOR ADJUSTABLE SHELF B/S P -LAM LOWER CABINETS WITH DRAWER, DOOR, AND ADJUSTABLE SHELF B/S BASE 4'-0" WIDE ACOUSTICAL BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CILEING 1/4" NON-COMBUSTABLE WOOD FILLER UNDER MAIN RUNNERS /\i PER 6/TI-5 SEISMIC BRACING (BEYOND) i EXISTING CEILING_ IP (WHERE INDICATED ON REFLECTED CEILING PLAN) CONTINUOUS 'L' METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) ACOUSTICAL BATT INSULATION GALV. STEEL SILL TRACK. ATTACH TO STRUCTURE WITH HILTI X -U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTENER WITH MIN. 1" EMBEDMENT @ 16" 0.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS) FLOORING PER SCHEDULE (BOTH SIDES OF PARTITION) c C ( STUD SCHEDULE STUD SCHEDULE: 2-1/2" = 250S125-27 (22 GA); MAX 10'-0" HIGH. 3-5/8" = 362S125-27 (22 GA); MAX 13'-0" HIGH. 6" = 600S125-27 (22 GA); MAX 17'-6" HIGH. NOTES: 1. ALL STUDS ARE AT 16" O.C. 2. USE SAME GAUGE AS STUDS FOR TRACKS AND CHANNEL. 3. USE SSMA TECHNICAL GUIDES. 1/8" BLACK FOAM TAPE, HOLD BACK 1/4° FROM EDGE OF TRACK (BOTH SIDES) METAL TRACK WITH (2) #10 SCREWS AT 16" O.C. REVEAL (PAINT BLACK) OR MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) 5/8" FIRE RETARDANT TREATED PLYWOOD BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE- REFER TO DRAWING PLANS). ALTERNATE FOR BLOCKING: 20" WIDE SHEET METAL AT +40" FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) 5/8" GWB, TYPE 'X' EACH SIDE BASE PER SCHEDULE (BOTH SIDES OF PARTITION) EXISTING STRUCTURE (BELOW) GALV STEEL STUD, PER STUD SCHEDULE, WITH 518" TYPE 'X' GWB EACH SIDE. DOOR AND FRAME SCHEDULE ROOM DOOR FRAME NO. SIZE WIDTH HT. TH. TYPE MATERIAL FINISH TYPE MATERIAL FINISH HARDWARE TYPE FINISH CONFERENCE NOTES OPEN WORK AREA STORAGE / IT OFFICE OFFICE 203 204 206 208 209 3' - 0" 3'-0" 3'-0" 3'-0" 3'-0" B/S B/S B/S B/S B/S 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" DR -1 B/S SC B/S FR -1 B/S B/S A B/S DR -1 B/S SC B/S FR -1 B/S B/S B B/S DR -1 B/S SC B/S FR -1 B/S B/S C B/S DR -1 B/S SC B/S FR -1 B/S B/S D B/S DR -1 B/S SC B/S FR -1 B/S B/S D B/S DOOR & FRAME GENERAL NOTES: 01. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY 1/2" INCH MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITION. WHERE RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 02. AT HOLLOW METAL AND ALUMINUM FRAMES, CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX CAULK. 03. CONTRACTOR SHALL REVIEW KEYING WITH CLIENT PRIOR TO FITTING CYLINDERS. KEY CYLINDERS TO OWNER'S MASTER. 04. AT EXISTING DOORS TO REMAIN OR TO BE REUSED, PATCH/FILL DIVOTS, HOLES, CRACKS, SCRATCHES, GOUGES, ETC. PRIOR TO PRIMING/PAINTING/REFINISHING. CONTRACTOR TO COORDINATE THE REUSE OF EXISTING DOORS, FRAMES, AND HARDWARE AND TO IDENTIFY RELOCATIONS ON THE DOOR SUBMITTAL. 05. WHERE DOORS ARE SCHEDULED FOR RE -USE, CONTRACTOR TO IDENTIFY DOORS THAT CANNOT BE REPAIRED, OR ARE NOT COMPATIBLE WITH NEW HARDWARE. 06. ALL NEW DOOR HARDWARE TO MATCH BUILDING STANDARD MANUFACTURER, STYLE & FINISH. CONTRACTOR TO VERIFY BUILDING STANDARD WITH LANDLORD. 07. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER -TYPE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FLOOR. 08. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING DOOR = 15.0 POUNDS (67 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 09. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.5 INCH (12.7 MM) IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50 -PERCENT SLOPE). 10. EXIT DOORS MUST REMAIN UNLOCKED AT ALL TIMES IN THE DIRECTION OF EGRESS. PASSAGE EXIT HARDWARE SHALL REQUIRE NO SPECIAL KNOWLEDGE OR ASSISTANCE TO OPEN OR TO ACCESS. 11. HINGE SIDE OF DOORS TO BE LOCATED 6" FROM ADJACENT WALL U.N.O. DOOR SCHEDULE HARDWARE TYPES: TYPE A = B/S LATCHSET TYPE B = B/S LATCHSET & CLOSER TYPE C = B/S STORAGE LOCKSET TYPE D = B/S OFFICE LOCKSET ABBREVIATIONS: B/S = BUILDING STANDARD SC = SOLID CORE WOOD SCALE: NTS 3'-0" + x c0 w U- w 3'-0" t DOOR TYPE: (DR -1) FRAME TYPE: 1'6" f i .69 H 0 w COD Ca it w (FR -1) EQ / / EQ RELITE TYPE: c, RELITE TYPE: 8 DOOR, FRAME & RELITE TYPES brio29 3 RELOCATED RELITE INSTALLED HORIZONTALLY R CODE CO APPROVED NOV 07 2U11 VIEWED FOR PLIANCE City of Tukwila BUILDING DIVISION SCALE : 114" =1'-0" RECEIVED CITY OF TUKWILA OCT. 19 2017 PERMIT CENTER 11 NOT USED NA 7 BASE CASEWORK SECTION 1 1/2" =1'-0" 3 SOUND PARTITION NTS 1 DOOR, FRAME & RELITE SCHEDULE & TYPES PER PLAN Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Avenue, Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: PERMIT SET NG,EI 10/18/17 FORT DENT III 7100 FORT DENT WAY TUKWILA, WA 98188 Client: WOOD-RICHARDSON & CO., P.S. 7100 FORT DENT WAY, SUITE 225 TUKWILA, WA 98188 Project Title & Address: DOOR & FRAME SCHEDULE, ELEVATIONS & DETAILS Sheet Title: 459 164OSIl-lilr ] . - -ARCM I Et I I• R( DOUGLAS EVANS .F•vJEi,I tik:k'I Iy(.Irrti • * ,, Seal: Proj. No: MS.01572.00 Drawn By: RR Project Manager: LD Designer: RR,LD Reviewed By: ME Approved By: ME A-4 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2017 ALL RIGHTS RESERVED