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Permit D16-0346 - KEURIG GREEN MOUNTAIN - TENANT IMPROVEMENT
KEURIG GREEN MOUNTAIN 7100 FORT DEMI' WAY SUITE 150 D16-0346 Parcel No: Address: 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 2954900440 7100 FORT DENT WAY DEVELOPMENT PERMIT Project Name: KEURIG GREEN MOUNTAIN Permit Number: D16-0346 Issue Date: 1/12/2017 Permit Expires On: 7/11/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: 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, LAKE FOREST PARK, WA, 98155 DPINCGC066BU Expiration Date: 1/31/2018 JOHN C RADOVICH DEV CO Address: 2835 82ND AV SE #S-1, MERCER ISLAND, WA, 98040 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENTS TO ANY EXISTING OFFICE SUITE ON THE FIRST FLOOR SUITE 150, FOR OFFICE USE TO INCLUDE DEMOLITION, NEW CONSTRUCTION OF PARTITIONS, NEW DOORS AND RELITES, EXISTING LIGHTING RELOCATED WITH SOME NEW FIXTURES. NO STRUCTURAL WORK AND NO ALTERATIONS TO THE BUILDING CORE. Project Valuation: $290,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $5,319.72 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: Lo -A - Date: 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 p rformance of work. I am authorized to sign and obtain this development per, nd agree to h- conditions ttached to this permit. 0% Signature: ' Print Name: - <0 f! 44/ Date: h t. This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 14: 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) 12: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 11: 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). 15: 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. 16: 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) 17: 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) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 19: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 20: 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. 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 23: ***BUILDING PERMIT CONDITIONS*** 24: 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. 25: 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. 26: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 27: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 28: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 29: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 30: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING 1 r. CITY OF TUKI' A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: or of rce use onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 2954900440 Site Address: 7100 Fort Dent Way Suite Number: 150 Floor: 1 st floor Tenant Name: Keurig Green Mountain PROPERTY OWNER Name: John C. Radovich Development Co. Address: 2385 82nd Ave. SE, suite 300 City: Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Linda Ducey Address: 1500 Westlake Ave. N. , suite one City: Seattle State: WA Zip: 98109 Phone: (206) 441-1449 Fax: Email: l.ducey@marvinstein.com GENERAL CONTRACTOR INFORMATION Company Name: DP Inc - General Contrators Address: 19936 Ballinger Way NE City: Shoreline State: WA Zip: 98155 Phone: (206) 361-2989 Fax: Contr Reg No.: DPTNCGC066BU Exp Date: 01/31/2018 Tukwila Business License No.: BUS -0994280 H: Applications Forms -Applications On Linc 2011 Applications Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh New Tenant: E Yes ❑ .. No ARCHITECT OF RECORD Company Name: Marvin Stein Associates Architect Name: Mark Evans Address: 1500 Westlake Ave. N. , suite one City: Seattle State: WA Zip: 98109 Phone: (206) 441-1449 Fax: Email: m.evans@marvinstein.com ENGINEER OF RECORD Name:0/t Company Name: 4 _ Engineer Name: s State: Zip: qc3646 Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095 Name:0/t Address:: S5 , 5 ' 4 _ City:Clovis s State: Zip: qc3646 Page 1 of 4 BUILDING PERMIT INFORMATIO 206-431-3670 Valuation of Project (contractor's bid price): $ 290,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Interior tenant improvements to any existing office suite on the first floor, suite #150, for office use to include demolition, new construction of partitions, new doors and relites, existing fighting relocated with some new fixtures. No structural work and no alterations to the building core. Will there be new rack storage? ❑ Yes 0.. 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 11): 87,194 Floor area of principal dwelling: 36,830 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: Will there be a change in use? 0 Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material S. et) Lata 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. H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-I I.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 151 Floor 2,886 0 0 V -B sprinkler B -office 2nd Floor 0 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 11): 87,194 Floor area of principal dwelling: 36,830 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: Will there be a change in use? 0 Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material S. et) Lata 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. H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC ATION - 206-433-0179 Scope of Work (please provide detailed information): New sinks: (1) at reception area and (1) at staff break room 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 0 .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided 0 .. Renton 0 .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Noti Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. 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 ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank 0 .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size .. " WO # ❑ ...Water Only Meter Size " WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City Statc Zip H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11 .docx Revised: August 2011 bh Page 3 of 4 i 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 ' RJURY BY THE LAWS 0 THE STATE 0 ASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUIpIN Sig re: THO EN Print Na Rebecca D ' i son Date: 12/20/2016 Day Telephone: (206) 267-6061 Mailing Address: 2385 82nd Ave. SE., Suite S-1 Mercer Island WA 98040 N: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh City Statc Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $5,319.72 D16-0346 Address: 7100 FORT DENT WAY Apn: 2954900440 $5,319.72 DEVELOPMENT $5,163.39 PERMIT FEE R000.322.100.00.00 0.00 $3,126.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,032.29 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $156.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10084 R000.322.900.04.00 0.00 $156.33 $5,319.72 Date Paid: Tuesday, December 20, 2016 Paid By: RADOVICH PROPERTIES LLC Pay Method: CHECK 002714 Printed: Tuesday, December 20, 2016 3:05 PM 1 of 1 CRSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dile -0 3'/4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: KEUR1C� '1V V�bV�%b� Type of Inspection: dill LOIN& Fi jtL Address: `7100 fir DENT LPJI4i Date Called: Special Instructions: �u`r— /s Date Wanted: g'O� . ' 7 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6,K- &)11Z7/NS 6147._ inspector: Date: -281 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 Di1P-03ii(p Project: W vRI - 6RfvfN MothOniAt Type of Inspection: BUILD/NG iN/+1.. Address:Date Called: Special Instructions: 1ur7.. /50 Date Wanted: a.m. Requester: Phone No: JApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: A/07- O/ .,, -ee7Pie /445 ,007 i134-‘/1"/ inspector: Date: 3,27,/ 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 V16-©3 y4 PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ect: c 6 Type o lln,spectionc vt5A diress: v �, P I , / / Date Called: Special Instructions: h e r! rd % _c)itS. Date Wanted: 3 ..may, f 7 r p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. OMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 .190- 0310 Project: i`C6W RK -C-r / E)'V ,'}4i 17 Type of Inspection: z-vsP '.61A,D t71./4Y6- Address: 7/b #7,4197 1t)A,,/ Date Called: Special Instructions: Date Wanted: 3-8-17 p.m. Requester: Phone No: Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: 5'715/3Q/04V e4"////1/6-- inspector: /Z/iV6- inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 112-0 341g 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: KOU R t-6- G EAJ POVIOV/V Type of Inspection: AA4rvi IN Cr Address: WOO /Rr p(Nr- Date Called: Special Instructions: Date Wanted: 2_ I_5.—/ 7 a.m.,, 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 //1 (7 NProject: Type ofI spectiom�/— �ld/.r47_ 7 Address: Suite #:���/`�fi Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f ---FA-- -FFt f;t142 ev-C 6 _ f L L Stl/l L b , r j - - 7 /e- 1-co-ifi-z-- /rfrif)(-va 4 Permits: ,,,.- Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: ,,,.- Occupancy Type: Inspector: f7-yi `S 4- Date: -*j/24- f (--- Hrs.: $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 REccRD Retain A 'copy with peilnit D34 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L- f ----ill 5-4 ,.. T of Inspectipn: Address. Suite #: 7/0 0 fr ber*-T i Contact Person: Special Instructions: cvo '7- Sy /../ 6 / C tni/ Phone No.: Approved per applicable codes. Corrections required prior to approval. ') COMMENTS: f ----ill 5-4 ,.. Sprinklers: ,i9or-zi iv iczeg-- F-7./Ni ft - 1-600-z-ovcD Hrs.: A/6T- /1-71211-e7A)e) 6772.4 iSt-s / rJ Spftz e"---- cvo '7- Sy /../ 6 / C tni/ .S772 -e6 rS /."). fr1'fre...4_ . Permits: - -' Occupancy Type: Needs Shift Inspection: f ----ill 5-4 ,.. Sprinklers: Fire Alarm: Hrs.: Hood & Duct: , Monitor:pe-Fire: Permits: - -' Occupancy Type: Inspector: f ----ill 5-4 ,.. Date: 3/24-// 7-- Hrs.: ( $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 .vi - 654 k' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: K Sprinklers: jam,Tye v/ of Insppection: �/ lg /N C -E:/ Y L Monitor: Address: 79J/ Occupancy Type: Contact Person —�'�',� T" Suite #: Fi Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: (O 277or S rnen, iirk v1 CVS /,'5p wc�� les„c-9-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1771,1 54-- Date: 247_4 ii----Hrs.:1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i)fb -- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /.-- LEU - (? Type of Inspection:G p_pv 6-)//--``- Address: FrContact #: (/CD De/ Peron•Suite 6i `T Special Instructions: Phone No.: Occupancy Type: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 44) C) 'EN U a't-- Li, v L 17 i -r N l S /' 1 iG kia-1/ i._._ 1 ---r-:- - I--:7 14i 0 V---'(2- i -sfl Apr Am f'i.) y+ iso -v- = / I L 1 D /N 1)--1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: „.1. -7 s-4.- Date: 2/Z4-/'-- Hrsf: $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 ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0346' DATE: 12/20/16 PROJECT NAME: KEURIG GREEN MOUNTAIN SITE ADDRESS: 7100 FORT DENT WAY - SUITE ??? X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AIM ' L Building Division LAS Wo ks X1(1 AW6 Fire Prevention Structural 1,t,a 0- 0,4 Planning Division D ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 12/22/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered �inn Reviews) (ie: Zoning Issues) Notation: Y. 1��� 1 V DUE DATE: 01/19/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 D P INC GENERAL CONTRACTOP Q Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -'Z Index Help 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 08/04/2016 09/15/2016 Expiration date 09/15/2017 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= 1/12/2017 D P INC GENERAL CONTRACTORS License Violations No license violations during the previous 6 y.ar 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 Account is current. 578,236-01 ........................ _....... Doing business as D P INC Estimated workers reported Quarter 3 of Year 2016 "Greater than 100 Workers" L&I account representative T2 / HAN CHUNG (360)902-4713 - Email: CHUK235@Ini.wa.gov 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 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= 1/12/2017 Time: 12:57pm Scale: 1=1(PS) Drawing File: J_\BLDGS\A-F\Fort Dent III\Keurig Green Mountain — 01\Working Drawings\(TI-1) FD3—KGM—CV-01.dwg - 01 0 a a 0 1_ 0 0 a 0 CD O 0 Q uj oQ s- 00 LL I cJ ia cnM CO m oCa fl m 5 - --""m • • i V^f-Q „),..0 11 LL CVT � ai ai x.34- 'Eao0 o.='I-cnox 5 ACT ADJ AFF ALT ALUM APPROX AMT BLDG BLKG B/S CAB CLR CLG CL COL COMM COMP CONST CONT CPT CT DIA DIM DR DTL DW DWG E EA EAD ELEC ELEC'L ELEV EXIST EXT FIN FLR FLUOR FMC FR FT FURN GA GALV GD GL GWB HC HDW HM HT HVAC IN INCL INSUL INT JT LL@TE LF ACOUSTICAL CEILING TILE ADJACENT / ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM APPROXIMATELY AMOUNT AT BUILDING BLOCKING BUILDING STANDARD CABINET CLEAR/CLEARANCE CEILING CENTERLINE COLUMN COMMUNICATION COMPOSITION CONSTRUCTION CONTINUOUS CARPET CERAMIC/CONCRETE TILE DIAMETER DIMENSION DOOR DETAIL DISHWASHER DRAWING EXISTING / EAST EACH EXIT ACCESS DOOR ELECTRIC ELECTRICAL ELEVATION (VIEW) EXISTING EXTERIOR FINISH FLOOR FLUORESCENT FLOOR MATERIAL CHANGE FIRE RATED FEET FURNISH / FURNISHINGS GAUGE GALVANIZED GARBAGE DISPOSAL GLASS / GLAZING GYPSUM WALL BOARD HOLLOW CORE HARDWARE HOLLOW METAL HEIGHT HEATING, VENTILATING, AIR CONDITIONING INCH INCLUDE INSULATION INTERIOR JOINT BY LANDLORD AT TENANTS EXPENSE LINEAL FOOT ABBREVIATIONS MAX MECH MFR MIN MISC MSA MTD MTL MW N N/A NIC NO NOM NTS OC OPNG OPP ORIG PERM PL PLAM PLYWD PR PTN RB REL REF REFL'D REINF REQ'D REV RM RO S SCHED SC SECT SIM SPEC SQ STD STL STOR SUSP TEL TSG TYP UNO UON VCT VERT W W/ W/0 WC WD MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MARVIN STEIN ASSOCIATES MOUNTED METAL MICROWAVE OVEN NORTH / NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OPENING OPPOSITE ORIGINAL PERMANENT PLATE PLASTIC LAMINATE PLYWOOD PAIR PARTITION RADIUS / REMOVE / RELOCATE RUBBER BASE RELITE REFRIGERATOR REFLECTED REINFORCING REQUIRED REVISION / REVERSE ROOM ROUGH OPENING SOUTH SCHEDULE SOLID CORE SECTION SIMILAR SPECIFICATION SQUARE STANDARD STEEL STORAGE SUSPENDED TELEPHONE TEMPERED SAFETY GLASS TYPICAL UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VERTICAL WEST WITH WITHOUT WALLCOVERING WOOD EXISTING TWO (2) STORY OFFICE BUILDING FORT DENT PARK SCOPE OF WORK FORT DENT III 7100 FORT DENT WAY EXISTING OFFICE BUILDING TENANT IMPROVEMENT TO THE SOUTH WEST PART OF THE FIRST FLOOR FOR OFFICE USE TO INCLUDE: • DEMOLITION OF PARTITIONS AND DOORS • CONSTRUCTION OF PARTITIONS AND DOORS • CONSTRUCTION OF CASEWORK • NEW PAINT AND FLOORING IN AREAS OF SUITE • INSTALLATION OF NEW AND RELOCATED LIGHT FIXTURES • NO STRUCTURAL WORK • NO ALTERATIONS OF CORE. AREA OF SUITE: ± 2,886 SQ.FT. AREA OF FLOOR: ± 20,066 SQ. FT. OCCUPANCY TYPE: B, OFFICE CONSTRUCTION TYPE: V -B, SPRINKLERED FORT DENT III 7100 FORT DENT WAY TUKWILA, WASHINGTON 98168 VICINITY MAP APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 NATIONAL ELECTRICAL CODE ICC/ANSI 117.1 -ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2015 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11 WASHINGTON INDOOR AIR QUALITY CODE GREEN RNER LONGEST COMMON PATH OF EGRESS TRAVEL: ± 35' • NO CHANGE TO BUILDING AREA • NO EXTERIOR WORK • NO CORE/SHELL WORK • NO STRUCTURAL WORK • NO CHANGE OF USE OCCUPANT LOAD CALCULATION TOTAL SUITE SQUARE FOOTAGE: 2,886 SF LOAD FACTOR: / 100 OCCUPANT LOAD TOTAL: = 29 OCCUPANTS PER IBC TABLE 1015.1 (1) EXIT REQUIRED: (2) EXIT(S) PROVIDED EGRESS TRAVEL INFORMATION COMMON PATH OF EGRESS TRAVEL PER IBC SECTION 1006.2.1 MAXIMUM DISTANCE = 100' FOR SPRINKLERED BUILDINGS. TRAVEL DISTANCE PER IBC TABLE 1017.2 MAXIMUM DISTANCE = 300' FOR SPRINKLERED BUILDINGS. ASSESSOR'S PARCEL #: 295490-0440 LEGAL DESCRIPTION GUNDRAKERS INTERURBAN ADD PARCEL 2 LESS GEG MOST WLY CORNER OF PARCEL 1 TH N 63-35-49 E 23732 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 1/4 OF SEC 24-23-04 - AS PER CITY OF TUKWILA BDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 PROJECT DIRECTORY TENANT KEURIG GREEN MOUNTAIN PROORTHJECT FORT DENT III 7100 FORT DENT WAY EXISTING OFFICE BUILDING BUILDING REPRESENTATIVE JOHN C. RADOVICH DEVELOPMENT 2835 82ND AVENUE SE MERCER ISLAND, WASHINGTON 98040 CONTACT: REBECCA DAVIDSON TELEPHONE: (206) 267-2669 FAX: (206) 267-6061 EMAIL: rebeccadavidson@jcrdevco.com KEY PLAN. EXITING PLAN AND OCCUPANCY LOAD CALCULATION 4 SITE PLAN DESIGNER MARVIN STEIN AND ASSOCIATES, LLC 1500 WESTLAKE AVE. N, SUITE ONE SEATTLE, WASHINGTON 98109 CONTACT: LINDA DUCEY TELEPHONE: (206) 441-1449 EMAIL: I.ducey@marvinstein.com CONTRACTOR: DPI Inc - GENERAL CONTRACTORS 19936 BALLINGER WAY NE SHORELINE, WA 98155 PHONE: (206) 361-2989 /////%7// EXISTING STRUCTURE 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. GENERAL NOTES 1. COMPLY WITH ALL APPLICABLE CODES. 2. 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 MSA 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. GENERAL CONTRACTOR REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO SENDING COPIES TO MSA FOR REVIEW AND COMMENT. 10. THE BUILDING REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND STANDARDS OF CONDUCT. 11. DO NOT SCALE DRAWINGS. 12. GENERAL CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND THE STAGING OF MATERIALS. EXISTING CEILING (WHERE INDICATED ON REFLECTED CEILING PLAN). (2) #10 SCREWS AO.° 1 -HR FIRE -RATED CORRIDOR CEILING ASSEMBLY PER IBC 708.4 EXCEPTION 3. SUSPENDEDCEILING SCHEDULED CEILING TILE & GRID UL DES U419 LISTED 1 -HR FIRE -RATED WALL ASSEMBLY COMMON CORRIDOR TENANT SPACE OMIT BRACING AT WALL LATERAL BRACING (STAGGERED) PER DETAIL ABOVE (TYP.) LATERAL WALL BRACING PLAN VIEW NTS NOTES: 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FEET LONG. (PER TYPICAL PARTITION PLAN) 2. PROVIDE BRACING AT ANY PERMANENT PARTITION THAT IS NOT ATTACHED TO CEILING GRID. STATE or WAS! UN(, roN NOT USED NOT USED 7 1 -HR RATED CORRIDOR & CEILING 1-1/2" =1'-0" 8 STANDARD HEAD BRACING DETAIL 4'-0" WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. EXISTING STRUCTURE ABOVE. 1/4" NON-COMBUSTABLE WOOD FILLER UNDER MAIN RUNNERS. SEISMIC BRACING (BEYOND) i PER 8/TI-1. / / 1/8" BLACK FOAM TAPE, HOLD jl BACK 1/4" FROM EDGE OF TRACK (BOTH SIDES) 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" 0.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS). MECHANICAL, PLUMBING, FIRE PROTECTION AND LIFE SAFETY NOTES HOLD GYP. FASTENERS BACK 2-1/2" FROM EDGE 1/4" NON-COMBUSTABLE WOOD FILLER UNDER MAIN RUNNERS. EXISTING CEILING N`. (WHERE INDICATED ON REFLECTED CEILING PLAN). METAL TRACK WITH (2) #10 SCREWS AT 16" O.C. EXISTING CEILING V (WHERE INDICATED ON REFLECTED CEILING PLAN). EXISTING CEILING EXISTING CEILING V (WHERE INDICATED ON REFLECTED CEILING PLAN). 1/8" BLACK FOAM TAPE, HOLD BACK 1/4" FROM EDGE OF TRACK (BOTH SIDES) METAL TRACK WITH (2) #10 SCREWS AT 16" 0.C. CONTINUOUS 'L' METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) REVEAL (PAINT BLACK) OR MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) COMMON CORRIDOR TENANT SPACE CONTINUOUS METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) REVEAL (PAINT BLACK) OR MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) ACOUSTIC BATT INSULATION . ACOUSTIC BATT INSULATION NOT USED GALV. STEEL SILL TRACK. ATTACH 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). 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 GALV. STEEL SILL TRACK. ATTACH TO STRUCTURE WITH HILTI X -U (OR XU15) UNIVERSAL KNURLED SHANK POWER DRIVEN FASTENER WITH MIN. 1" EMBEDMENT @ 16" O.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS) NON LOAD-BEARING 1 -HR RATED PARTITION UL DESIGN U419 WITH 3-5/8" STEEL STUDS @ 16" O.C. WITH 5/8" TYPE -X GYP. BOARD EACH SIDE. BASE, AS SCHEDULED. (BOTH SIDES OF PARTITION.) CONTINUOUS BEAD OF SEALANT, TYPICAL BASE, AS SCHEDULED. (BOTH SIDES OF PARTITION.) 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). 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) 10 5/8" GWB, TYPE 'X' EACH SIDE BASE, AS SCHEDULED. (BOTH SIDES OF PARTITION.) FLOORING AS SCHEDULED (BOTH SIDES OF PARTITION) EXISTING STRUCTURE (BELOW) FLOORING AS SCHEDULED (BOTH SIDES OF PARTITION) EXISTING STRUCTURE (BELOW) FLOORING AS SCHEDULED (BOTH SIDES OF PARTITION) EXISTING STRUCTURE (BELOW) 1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN/BUILD CONTRACTORS - DEFERRED SUBMITTALS. 2. REBALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO BUILDING REPRESENTATIVE AND/OR MSA. 3. CLEAN ALL DIFFUSERS & GRILLES. 4. VERIFY LOCATION OF THERMOSTATS WITH BUILDING REPRESENTATIVE OR MSA PRIOR TO FINAL INSTALLATION. 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 THE BUILDING REPRESENTATIVE. 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. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY NON -AUTHORIZED PERSONNEL & AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS. 11. N.F.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL. 12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED %Z" & SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL & SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY CODE. 13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY -APPLIED FIREPROOFING. PROJECT INFORMATION AND NOTES TI -1 COVER SHEET & DETAILS TI -2 DEMOLITION PLAN & CONSTRUCTION PLAN TI -3 REFLECTED CEILING PLAN STUD SCHEDULE STUD SCHEDULE 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" 0.C. 2. USE SAME GAUGE AS STUDS FOR TRACKS AND CHANNEL. 3. USE SSMA TECHNICAL GUIDES. GALV STEEL STUD, PER STUD SCHEDULE, WITH 5/8" TYPE DC GWB EACH SIDE. 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. NON LOAD-BEARING 1 -HR RATED PARTITION UL DESIGN U419 WITH 3-5/8" STEEL STUDS @ 16" O.C. WITH 5/8" TYPE -X GYP. BOARD EACH SIDE. 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 1T-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. GALV STEEL STUD, PER STUD SCHEDULE, WITH 5/8" TYPE 'X' GWB EACH SIDE. 1-1/2" =1'-0" 11 I NOT USED NA 12 STANDARD DEMISING & SOUND PARTITION 13 1 HR RATED CORRIDOR PARTITION 1-1/2" = 1'-0" 14 STANDARD TENANT PARTITION 1-1/2" = 1'-0" 15 SHEET INDEX NA DRAWN BY: ME CHECKED BY: LD & MDE JOB NO.: 08015.011 (MS 00675.00) NO. REVISIONS INDICATED THUS n DATE BY PERMIT SET 12 20 16 ME REVISIONS .�-�,. moo-- g-ssna. .ema.e o • 9 •. - etas ' • '•' .• • • . -. •+- �-.. Tukwila Building Division. -_ • : evis'.ons wI require a new p aEgillill f - - - iiiiii� Permit No. _ " . MIIIIIINIIIIIIIIIOIIIIIIIIIIIIIIIIII • u 'I0,;J:ilu' n r • • • 'rrors j:n, MEM omissions.• - - rommooricormimum _ 1111111111111 ®rI I I I I I I I I 1111111111111111111111111 IM MO/VA reg A ISEPAi•', U E F 11IT REQUi{ ED airIVIachankni (Electrical arPlumbin Q/Gas Piprr� City of Tule 'lla BL36L D NG DIiVSION RECEIVED CITY OF TUKWILA DEC 202016 PERMIT CENTER b 1 676- 34t NA TENANT: Date: f 1 I2 -f I City of Tukwila BUILDING DIVISION KEURIG GREEN MOUNTAIN (FIRST FLOOR, S ITF 150 REVIEWS)) FOR CODE COMPLIANCE SHEET TITLE: COVER SHE & DETAILS JAN 062011 �� 'L6 PP - City of Tukwila JILDING DIVISION REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2016. TI -1 OF FD3—KGM—DE—PL-01.dwg 7100 FORT DENT WAY TUKWILA, WASHINGTON 98168 CONFERENCE 102 S'* PRODUCT STORAGE GENERAL STORAGE (8) OPEN OFFICE DIRECTOR OFFICE DIRECTOR OFFICE DEMOLITION PLAN SCALE: 1/8" =1'-0" 0 5' 10' 20' DEMOLITION LEGEND 30' FEC EXISTING BUILDING CORE TO REMAIN. EXISTING CORRIDOR PARTITION EXISTING CONSTRUCTION TO REMAIN. EXISTING CONSTRUCTION TO BE DEMOLISHED. EXISTING FIRE EXTINGUISHER CABINET TO BE REMOVED / RELOCATING. DEMOLITION NOTES 1. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING DEMOLITION. 2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING REPRESENTATIVE. 3. ALL DEBRIS SHALL BE REMOVED FROM THE DEMOLITION SITE DAILY. 4. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING REPRESENTATIVE'S RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 5. CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 6. CONTRACTOR SHALL NOTIFY BUILDING REPRESENTATIVE AND MSA OF ANY DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE BUILDING. 7. GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR DEFECTS TO THE BUILDING REPRESENTATIVE. DEMOLITION KEYNOTES 0 0 0 SALVAGE EXISTING FIRE RATED CORRIDOR DOOR AND RECITE ASSEMBLY FOR REUSE IN CORRIDOR CONDITION. SALVAGE EXISTING CORRIDOR DOOR AND RELITE ASSEMBLY AND RETURN TO OWNER INVENTORY. PATCH CARPET AND CEILING TO LIKE NEW CONDITION. REMOVE ALL EXISTING FLOORING AND WALL BASE THROUGHOUT, PREP FLOOR FOR NEW FLOORING. NORTH PTNJ MUL. CONSTRUCTION PLAN SCALE: 1/8" =1'-0" 0 5' 10' 20' CONSTRUCTION LEGEND PTNJ MUL. 30' WWI FEC 1 E EXISTING BUILDING CORE. EXISTING CORRIDOR PARTITION. NEW BIS DEMISING PARTITION. SEE DETAIL 12111-1. NEW BIS CORRIDOR PARTITION. SEE DETAIL 13/TI-1. NEW BIS TENANT INTERIOR PARTITION. SEE DETAIL 141T1-1. NEW BIS SOUND INSULATED INTERIOR PARTITION. SEE DETAIL 121TI-1. NEW CASEWORK AND CABINETS NEW B/S FULL -HEIGHT TEMPERED SAFETY GLASS RELITE. (WIDTH PER PLAN). EXISTING FIRE EXTINGUISHER CABINET SUGGESTED LOCATION. U.N.O. ALIGN EXISTING CONSTRUCTION NOTES 1. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING CONSTRUCTION. 2. 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. 3. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS. 4. APPLY WINDOW FILM TO ALL EXISTING AND NEW WINDOWS AND RELITES, SEE TENANTS SUPPLIED PRODUCT SPECIFICATIONS. 5. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM BOARD IN AREAS SUSCEPTIBLE TO MOISTURE. 6. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O. 7. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO MSA. 8. ALL EXISTING WINDOW COVERINGS TO BE CLEANED AND IN GOOD WORKING ORDER. PTNJ MUL. PTN / MUL. DOOR SCHEDULE PTN I MUL. PTN / MUL. 6", UNLESS OTHERWISE NOTED NOTES: DOOR NUMBER TYPE OF DOOR A. NEW B/S 3'-0" WIDE x B/S HIGH x 1-3/4" THICK SC WOOD DOOR IN B/S WOOD FRAME. B. NEW PAIR OF B/S 3'-0" WIDE x BIS HIGH x 1-3/4" THICK S.C.WOOD DOORS IN BIS FRAME. C. NEW PAIR OF BIS 2'-6" WIDE x BIS HIGH x 1-3/4" THICK S.C.WOOD DOORS IN B/S FRAME. D. NEW FULL HEIGHT x 3'-0" WIDE CLEAR TEMPERED SAFETY GLASS DOOR, PIVOT HINGE. E. SALVAGED DOOR & RELITE, SEE CONSTRUCTION KEYNOTE #2 @TI -2. HARDWARE a. B/S LATCHSET b. B/S SUITE ENTRY LOCKSET AND CLOSER c. BIS LOCKSET, DOUBLE DOOR d. LADDER PULL HARDWARE (36" LONG, TOP OF HARDWARE AT 5'-0") e. B/S DOUBLE DOOR CLOSET HARDWARE EXISTING DOOR TO REMAIN 1. 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. 2. 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. 3. 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). 4. 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. NORTH CONSTRUCTION KEYNOTES 1O PROVIDE BLOCKING FOR TENANT'S TV AT THIS WALL. COORDINATE LOCATION WITH TENANT. ONEW LOCATION OF EXISTING SALVAGED 20 -MIN. MIN RATED 3'-0" WIDE x B/S HIGH S.C. WOOD DOOR AND RELITE ASSEMBLY WITH TEMPERED SAFETY GLASS. VERIFY DIMENSION WIDTH TO FIT. CONTRACTOR TO VERIFY THIS EXISTING DOOR AND RECITE ASSEMBLY MEETS CURRENT CODE REQUIREMENTS FOR FULL HEIGHT TEMPERED SAFETY GLASS. CONTRACTOR TO CLEAN AND FINISH ENTRY DOOR AND HARDWARE TO LIKE NEW CONDITION. 0 0 0 PROVIDE DOOR AND RECITE ASSEMBLY. BUTT JOINT GLASS TO HAVE SILICONE JOINTS FILLED. PROVIDE NEW 9/S ROD AND SHELF FOR CLOSET. PROVIDE NEW B/S 14" HIGH X 24" DEEP PLAM BENCH WITH UPHOLSTERED 4" CUSHION. OPROVIDE NEW BIS CASEWORK WITH ADA SINK & FAUCET, UNDER -COUNTER FRIDGE, UNDER -COUNTER ICE MAKER AND DISHWASHER. RECEIVED CITY OF TUKWILA DEC 20 2016 PERMIT CENTER REGISTERED A MARK DOUGLAS EVANS STATE OF W ASi ON(TOA TENANT: KEURIG GREEN MOUNTAIN (FIRST FLOOR,i REVIBWt OR CODE COMPLIANCE A PPRfVFJ SHEET TITLE: JAN 0 6 2017 • City of Tukwila DIV SIGN DEMOLITION BIUILDING & CONTRUCTION PLAN REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2016. TI -2 cn OF 3 0 1 4 V.111 mie Alum= worammita 7,0111 riliPlomma ,,,, „y,/ 4,...i.,___I___,„ _ ii, *aA:_IIIIINIiIIIIIuIIIIIi Ti�wT�di 44 11i111�1� IIIUIIIIIII III ■IIIIINI11I■IIIIIIIIUI!__1111__1',� ' ' n■iis■�i� �!'� !IiIIII!lIf!-■nom REFLECTED CEILING DEMOLITION PLAN SCALE: 10 =1'-0" 0 5' 10' 20' DEMOLITION LEGEND 30' r-, r-----1 1 11 1 L -JL ----J EXISTING CEILING GRID AND TILES TO REMAIN. EXISTING CEILING GRID AND TILES TO BE DEMOLISHED. EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN. EXISTING 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE REMOVED / AND RELOCATED. EXISTING ILLUMINATED EXIT SIGN TO BE REMOVED / AND RELOCATED. CEILING SUPPORT DATA: 1/8" DIA. X 3" CONCRETE EYE SCREW TO STRUCTURE (NO DRIVE PIN CONNECTION). VERTICAL WIRE HANGER -N0. 12 GAUGE @ 4'-0"0.C. OR NO. 10 GAUGE @ 5'-0" 0.C. ALONG EACH MAIN RUNNER. HEAVY GAUGE WIRE "PIN". VERTICAL STRUT STABLING BAR @ 12'-0" EACH DIRECTION FASTENED TO MAIN RUNNER AND CUT TIGHT TO STRUCTURE ABOVE, HELD IN PLACE BY VERTICAL WIRE HANGER AND HEAVY GAUGE WIRE PIN. HEAVY DUTY MAIN RUNNER AT 4'-0" 0.C. e (4) LATERAL SUPPORT WIRES AS NOTED (BELOW). VERTICAL STRUT FASTENED TO MAIN RUNNER. CROSS RUNNER SUSPENDED CEILINGS ARE TO COMPLY WITH FOLLOWING CODES AND REGULATIONS: A. B. 2012 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9 AND 1613.1. PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS: 1. A HEAVY DUTY T -BAR GRID SYSTEM. 2. PERIMETER CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2.0 INCHES. 3. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL (ANGLE POP RIVETS ARE ACCEPTABLE). THE OTHER TWO SIDES, SHALL HAVE 34 INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. 4. STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND/OR CROSS TEES. 5. PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. 6. VERTICAL HANGERS SHALL BE NO. 12 GAUGE WIRE SPACED AT 4 FEET ON CENTER OR NO. 10 GAUGE SPACED AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED. WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER -SLOPING WIRES ARE PROVIDED. 7. LATERAL BRACING IS REQUIRED. SPLAY WIRE PODS AT 12' MAX. 0.C. AND 6' MAX. FROM WALLS. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO STRUCTURE 8. CEILINGS OVER 2,500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SQUARE FEET. 9. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2 -INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 -INCH IN ALL HORIZONTAL DIRECTIONS; OR, SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. 10. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 11. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. 12. ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRES SPACED 4' 0.C. NORTH CEILING PREIMETER DETAIL f 8" MAX. USG'S 1" X 2" ANGLE ACOUSTICAL CEILING TILE. 6 HEAVY DUTY GRID 10^ MAX. r� 5r " r 2401:1711"r" i --- 1,42tl 111l.11 marfini ��■■i��lirIrmimrionsgoram llli\�!,:+�■ NE1111111111111MI \,4II!ktIuuIH III 1111111111!1_1■I111111111!11 i-iipmemtiollmmiumgm 11 1111111r BRIM REFELECTED CEILING PLAN SCALE: 118" =1'-0" 0 5' 10' 20' 30' REFLECTED CEILING LEGEND z EXISTING CEILING GRID AND TILES TO REMAIN. NEW CEILING GRID AND TILES TO MATCH EXISTING ADJACENT CEILING. NEW CEILING TO MATCH WITH EXISTING CEILING AT COMMON CORRIDOR. NEW B/S GWB CEILING SOFFIT. C] EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN. NEW OR RELOCATED B/S 2'x2' AND 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES. NEW OR RELOCATED B/S 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. 0 NEW LED DOWNLIGHT (SPEC: FOCAL POINT, ID + 4.5 LED DOWNLIGHT, CLEAR DIFFUSE, NON PAINTED FLANGE, 1500 LUMENS, 935K.- CONTACT: 35K:CONTACT: MELISSA MILLER AT PACIFIC LIGHTING SYSTEMS, INC. (206) 436-8834. mmiller@pacificlightingsystems.cam, PRODUCT # FLC4D-R0-1500L-120-L11-T / LC4-R0-1500L-35K / 40K -DN -CD -NP) 0 NEW B/S RECESSED FLUORESCENT WALL WASHER. NEW B/S PENDANT LIGHT. NEW OR RELOCATED B/S ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN), U.N.0 169. NEW B/S LIGHT SWITCH N NEW R RELOCATED M SUITE MASTER SWITCH 3 THREE WAY SWITCH CEILING NOTES 1. CHECK FOR CONFLICTS BEFORE INSTALLING OR RELOCATING LIGHT FIXTURES. NOTIFY MSA OF ANY CONFLICT(S). 2. REPLACE DAMAGED CEILING TILES AND GRID AS NECESSARY TO BRING CEILING TO 'LIKE NEW" CONDITION. 3. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING. 4. MAINTAIN 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF ANY V.A.V. BOXES. 5. 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. 6. FIRE SPRINKLER INSTALLATION TO BE DESIGN -BUILD WITH DEFERRED PERMIT SUBMITTALS. 7. 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. 8. EXIT SIGNS ARE INDICATED ON THE REFLECTED CEILING PLAN. THEIR FINAL PLACEMENT IS TO BE COORDINATED IN THE FIELD WITH THE INSPECTOR. 9. VERIFY SALVAGED 2'X4' RETURN TO LANDLORD. NORTH LIGHTING CALCULATION 1/1 WATTS/FIXTURE # OF FIXTURES TOTAL WATTS 96 20 1,920 EZ 48 6 288 O 0 21 9 171 32X3=96 96 TOTAL: 2,475WATTS PROPOSED 2,886 TOTAL SF x .9 WATTS PER SF = 2,598 ALLOWABLE WATTS. TOTAL PROPOSED WATTAGE IS 2,475 - WHICH IS LESS THAN THE ALLOWABLE WATTAGE PER 2015 WSEC INTERIOR LIGHTING POWER C405.5.2 (TABLE C405.5.2(1)). PROJECT COMPLIES. CEILING KEYNOTES OPROVIDE NEW G.W.B. HEADER ALIGN WITH EXISTING CEILING. /til, t frt Cet t del\114f t% S 7' Dl 03q� RECEIVED CITY OF TUKWILA DEC 20 2016 PERMIT CENTER FORT DENT III 7100 FORT DENT WAY TUKWILA, WASHINGTON 98168 K DOUGLAS -' STATI: OF W•\SI TING FON DRAWN BY: ME CHECKED BY: LD & MDE JOB NO.: 08015.011 (MS.00675.00) NO. REVISIONS INDICATED THUS 0 DATE BY PERMIT SET 12/20/16 ME TENANT: KEURIG GREEN MOUNTAIN (FIRST FLOOR, S'Mac E co cb VIA SHEET TITLE: APPROVED JAN U e nit City of Tukwila BUILDING DIVISION REFLECTED CEILING PLAN REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2016. TI -3 OF 3 FORT DENT III