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HomeMy WebLinkAboutPermit D13-0377 - THE ANDOVER COMPANY - TENANT IMPROVEMENTOFFICE TENANT 6450 SOUTHCENTER BLVD UNIT 107 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 1908 Phone: 206-431-3670 Inspection Request Line:•206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: DEVELOPMENT PERMIT 0003200011 Permit Number: D13-0377 6450 SOUTHCENTER BLVD Unit107 Project Name: OFFICE TENANT Issue Date: Permit Expires On: 2/5/2014 8/4/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SOUTHCENTER 6450 BLDG LLC 415 BAKER BLVD #200 , TUKWILA, WA, 98188 ERIN GOODELL 1500 WESTLAKE AVE N, STE ONE , SEATTLE, WA, 98109 D P INC GENERAL CONTRACTORS 19909 BALLINGER WAY NE , SEATTLE, WA, 98155 DPINCGC066BU Phone: (206) 441-1449 Phone: (206) 361-2989 Expiration Date: 1/31/2016 DESCRIPTION OF WORK: DEMOLITION OF CASEWORK CONSTRUCTION OF PARTITIONS AND DOORS, RELOCATION OF LIGHT FIXTURES, NO STRUCTURAL WORK OR ALTERATIONS OF CORE - NO CHANGE OF USE. Project Valuation: $45,791.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIA Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $1,525.31 4 4 4 0 Occupancy per,IBC: B Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 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:. `(1V \V'�\ 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 gov ning this work will be complied with, whether specified herein or not. Date: o2-1,0st I Li The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or loc.l laws regulating construction or the performance of work. I am authorized to sign and ob . in this developme t permit and a7.r:e to the conditions attached to this permit. Signature: Print, Date. This permits all beco - null an void if the work is not commenced within 180 days for the date of ssuance, or if the work is .uspended or abandoned for a period of 180 days from the last inspection. PERMIT CON ' ITIONS: 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:, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially 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. • r 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). 14: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: 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, 4-3, 4-4) 18: 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, 3-2.1) 19: 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) 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 1008.1.8.1) 23: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 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. 2327). r • 25: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 26: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 27: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 29: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 30: 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. (IFC 505.1) 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKfeA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/iwww.TukwilaWA.gov Building Pelt No. Project No. 13-00377 Date Application Accepted: Date Application Expires: I? -//c, G'G 7/1„// (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 000320-0011 Site Address: 6450 Southcenter Boulevard Suite Number: 107 Floor: 1 Tenant Name: Office Tenant (Undisclosed) PROPERTY OWNER Name: Marvin Stein Associates Attn: Erin Goodell Name: The Andover Company City: Seattle State: WA Zip: 98109 Address: 415 Baker Boulevard, Suite 200 Email: e.goodell@marvinstein.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Marvin Stein Associates Attn: Erin Goodell Address: 1500 Westlake Ave N, Suite One City: Seattle State: WA Zip: 98109 Phone: (206) 441-1449 Fax: Email: e.goodell@marvinstein.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 8383 158th Ave NE, Suite 380 City: Redmond State: WA Zip: 98052 Phone: (425) 285-9992 Fax: (425) 242-1026 City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Pemtit Application Revised - 0-9-I I.docx Revised: August 2011 bh New Tenant: ® Yes ❑..No ARCHITECT OF RECORD Company Name: Donahou Design Group Architect Name: Joe Donahou Address: 8383 158th Ave NE, Suite 380 City: Redmond State: WA Zip: 98052 Phone: (425) 285-9992 Fax: (425) 242-1026 Email: joed@ddgarchitects.com ENGINEER OF RECORD Name: Address: Company Name: n/a Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page I of 4 BUILDING PERMIT INFORMATI206-431-3670 Valuation of Project (contractor's bid price): $ 45,791 Describe the scope of work (please provide detailed information): -Demolition of casework, -Construction of partitions and doors, - New paint and flooring throughout suite, - Relocation of light fixtures, - No Structural Work, - No Alterations of Core, - No Change of Use Existing Building Valuation: $ Will there be new rack storage? ❑ Yes l.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing. Structure Type 'of' Construction per IBC Type of Occupancy per IBC 151 Floor 15,000 2,387 II -A B -Office 2". Floor 3`d Floor Floors . thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? 0 Yes FIRE PROTECTION/HAZARDOUS MATERIALS: 171 Sprinklers 0 Automatic Fire Alarm Compact: Handicap: No If "yes", explain: ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 1 No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Linc\2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFc IATION - 206-433-0179 Scope of Work (please provide detailed information): 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 El .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 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 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size 0 ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES • — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Date: 12./6- l.3 Day Telephone: 2°G, • yqf • /wig Mailing Address: lS' t.J C%TL.cE ASE. N . S'tTE I 1--0 4 ?Alia — City State Zip H:\Applications\Forms-Applications On Linc\201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY I PAID $1,525.31 D13-0377 Address: 6450 SOUTHCENTER BLVD Apn: 0003200011 $1,525.31 DEVELOPMENT $1,525.31 PERMIT FEE 8000.322.100.00.00$921.70 PLAN CHECK FEE R000.345.830.00.00 $599.11 WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R409 B640.237.114 $4.50 $1,525.31 Date Paid: Monday, December 16, 2013 Paid By: MARVIN STEIN & ASSOCIATES LLC Pay Method: CHECK 28821 Printed: Monday, December 16, 2013 2:33 PM 1 of 1 ?SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION. NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G't'r 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431=2451 3 -o3'l7 Project: Type f Inspection: . Address S L c 4 .S (V t . Date Called: 3 us, �' ' No e A),,c' "� Special Instructions: Date Wanted: 3 (I') p.m. Requester: Phone No: (- IJ Approved per applicable codes. El Corrections required prior to appro COMMENTS: era-0 Inspe or: Date: -16 [I REINSPECTION FEE RUIRED. Prior to next inspection, feemust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain•a copy with permit INSPECTION NO: PERMIT NO.. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188. (206) 431.-367.0 Permit Inspection Request Line (206) 431-2451 3 -03'7' Project: `� V 6e r Type of Inspection: sus- 4E -,`LA:, Address; r (4S. (.0 -4_.)6$ 8(Vo, Date Called: Special Instructions: Date Wanted:r-T% Requester: Phone No: ElApproved per applicable codes: Corrections required prior to approval. COMMENTS: of Ins /:4 REINSPECTION F E REQUIRED. Prior to next inspection,: fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD /03�� Retain a .copy: with permit 13 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: n . KJk &t,rr eu 79Aretz) s �>r 0 L ef- s U5:(,\,A) Insfie�ctor: Date: REINSPECTION FEE -REQ ED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Type of Inspection: SJS i.46 Project: ,. —. ` 0 -e Address: (n -e1.50: Sr givio Date Called: Special Instructions: Date Wanted* 11— 2 (19 '--14 a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: n . KJk &t,rr eu 79Aretz) s �>r 0 L ef- s U5:(,\,A) Insfie�ctor: Date: REINSPECTION FEE -REQ ED. 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 INSECTI s N NO. PERMIT N0: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.-, #100, Tukwila. WA 98188 (206) 431-3670 \._ Permit Inspection Request Line (206) 431-2451 Project: � Inspection: - -IrA- AA, A( ,Type_of 0 :r ` Address: A ((A S-0 Sc, i3{VA Date Called: Special Instructions: 5u / 07 Date Wanted: Fi a.m.i Requester: Phone No: ElApproved per applicable codes. El Corrections required prior to approval; COMMENTS: P I A -- D. n & SF—) rt -Tr A SS SA^ Dat : -(0 - r4 REINSPECTION FEE REQUIRED. Prior to next inspection.- fee must be paid at 6300.Southcenter Blvd., Suite 100. Call to schedule reinspection. i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit L))3 - 03 77 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:,T -21(JPtZ Fire Alarm: e ns ection: y� \r %/ re_ r/ Address: ‘ y s -O Suite #: S. c 6/c.i.b Contact Person: 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: /• 4 4. e. OP crr-C P1 kJ. AL orf 6Or (4 i ov0 i IU ; C� ttir. i- -- P -4 --bb - s i\z • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ( s -a Date:/ //y 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 6/11/10 T.F.D. Form F.P. 113 �ERMiT COORD COPY M PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-0377 DATE: 12/16/13 PROJECT NAME: OFFICE TENANT SITE ADDRESS: 6450 SOUTHCENTER BLVD X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: C Building Division .11 Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/17/13 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route PKI Structural Review Required n No further Review Required Ti REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/14/14 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: D P INC GENERAL CONTRACT"j' 0Washington State Department of Labor & Industries r Page 1 of 2 D P INC GENERAL CONTRACTORS Owner or tradesperson DODSON, WILLIAM Principals DODSON, WILLIAM Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA98155 206-361-2989 KING, County Business type Corporation Governing persons WILLIANCLARENCEDODSON 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 — 01/31/2016 Bond Merchants Bonding Co (Mutual) Bond account no. WA28622 Received by L&I 12/27/2012 Insurance Travelers Indemnity Company Th Policy no. C0526D7630 Received by L&I 09/20/2013 Savings No savings accounts during the previous 6 year period. $12,000.00 Effective date 01/31/2013 $1,000,000.00 Effective date 09/15/2013 Expiration date 09/15/2014 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 02/05/2014 1/8" DIA. X 3" CONCRETE EYE SCREW TO STRUCTURE (NO DRIVE PIN CONNECTION). VERTICAL WIRE HANGER -NO. 12 GAUGE @ 4'-0" O.C. OR NO. 10 GAUGE @ 5'-0" O.C. ALONG EACH MAIN RUNNER. HEAVY GAUGE WIRE "PIN". OCCUPANT LOAD CALCULATION OFFICE SQUARE FOOTAGE: 2,387 SF (1:100 PER TABLE 1004.2) SCOPE OF WORK TOTAL OCCUPANTS = 24 OCCUPANTS (1) EXIT REQUIRED PER TABLE 1015.1; (1) EXIT PROVIDED VERTICAL STRUT STABLING BAR ©121-0" 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" O.C. EGRESS TRAVEL INFORMATION COMMON PATH OF EGRESS TRAVEL (UNSPRINKLERED) MAXIMUM DISTANCE = 100' (PER SECTION 1014.3 FOR OCCUPANCIES UNDER 30 PEOPLE) TRAVEL DISTANCE (UNSPRINKLERED) MAXIMUM DISTANCE = 200' (PER TABLE 1016.2) INTERIOR TENANT IMPROVEMENT TO EXISTING OFFICE SPACE IN AN EXISTING BUILDING TO INCLUDE: • DEMOLITION OF PARTITIONS, DOORS, AND RELITES • DEMOLITION OF CASEWORK • REMOVAL OF FINISHES • CONSTRUCTION OF PARTITIONS AND DOORS • CONSTRUCTION OF CASEWORK • INSTALLATION OF NEW FINISHES • UPGRADE TO ENERGY EFFICIENT LIGHTING • NO STRUCTURAL WORK • NO ALTERATIONS OF CORE. 6450 SOUTHCENTER (4) LATERAL SUPPORT WIRES AS NOTED (BELOW). AREA OF WORK LONGEST COMMON PATH OF EGRESS TRAVEL: 87'-9" VERTICAL STRUT FASTENED TO MAIN RUNNER. CROSS RUNNER AREA OF SUITE: 2,387 SQ.FT. AREA OF FLOOR: 15,000 SQ. FT. OCCUPANCY TYPE: B -MIXED USE OFFICE 6450 SOUTHCENTER BOULEVARD SUITE 107 TUKWILA, WASHINGTON 98188 SUSPENDED CEILINGS ARE TO COMPLY WITH FOLLOWING CODES AND REGULATIONS: VICINITY MAP 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 % INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. 4. STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND/OR CROSS TEES. 5. PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. 6. VERTICAL HANGERS SHALL BE NO. 12 GAUGE WIRE SPACED AT 4 FEET ON CENTER OR NO. 10 GAUGE SPACED AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED. WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER -SLOPING WIRES ARE PROVIDED. 7. LATERAL BRACING IS REQUIRED. SPLAY WIRE PODS AT 12' MAX. O.C. AND 6' MAX. FROM WALLS. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO STRUCTURE 8. CEILINGS OVER 2,500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SQUARE FEET. 9. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2 -INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 -INCH IN ALL HORIZONTAL DIRECTIONS; OR, SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. 10. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 11. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. 12. ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRES SPACED 4' O.C. I CEILING SUPPORT DATA CONSTRUCTION TYPE: I I -A FULLY. SPRINKLERED APPLICABLE CODES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 NATIONAL ELECTRICAL CODE ICC/ANSI 117.1- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2012 WASHINGTON STATE ENERGY CODE (WSEC) WASHINGTON INDOOR AIR QUALITY CODE ASSESSOR'S PARCEL #: 000320-0011 SEPARATE PERMIT REQUIRED FOR: Mechanical [(Electrical t Plumbing ErGas Piping City of Tukwila BUILDING DIVISION LEGAL DESCRIPTION GILLIAM W H -D C # 40 POR OF DC LY SLY & WLY OF CO RD #622 & 65TH AVE S & NLY OF ST HWY 1-1 TGW POR VAC MACADAM RD ADJ TGW POR DAF BEG NXN C/L SOUTHCENTER BLVD & W LN OF SEC TH ELY ALG C/L OF SD RD 4543.03 FT TH N 00-14-00 E 272.03 FT TO TPOB TH N 69-59-00 E 165 FT M/L TO WLY MGN 65TH STH SELY ALG SD WLY MGN TO NLY MGN OF MACADAM RD TH WLY ALG SD NLY MGN 200 FT M/L TO PT S 00-14-00 W FR TPOB TH N 00-14-00 E 96.21 FT M/L TO TPOB TGW POR VAC MACADAM RD ADJ NO CHANGE TO BUILDING AREA NO EXTERIOR WORK NO STRUCTURAL WORK NO CHANGE IN USE / OCCUPANCY 6450 SOUTHCENTER BLVD EXISTING (1) STORY OFFICE BUILDING PROJECT DIRECTORY 6450 SOUTHCENTER BLVD TENANT OFFICE TENANT CONTACT INFORMATION: UNAVAILABLE 3 KEY PLAN, EXITING, AND EGRESS INFORMATION SITE PLAN BUILDING REPRESENTATIVE THE ANDOVER COMPANY 415 BAKER BOULEVARD, SUITE 200 TUKWILA, WASHINGTON, 98188 CONTACT: MIKE HEMPHILL TELEPHONE: (206) 244-0770 FAX: (206) 246-9229 EMAIL: mhemphill@andover.com REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ! FILE COPY ftN0. 1 077 Plan review approval is s •' to errors and omissions. f pr l I of construction documents does not authcr 9 th, Iii3iation of any adopted code or ordinance. Re pt of approv=+ Field CopyI1: • •d: 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. 4'-0" WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. (2) #10 SCREWS SEISMIC BRACING (BEYOND) PER 6/TI-1. 1/4" NON-COMBUSTABLE WOOD FILLER UNDER MAIN RUNNERS. 1/8" BLACK FOAM TAPE, HOLD BACK 1/4" FROM EDGE OF TRACK I (BOTH SIDES) SCHEDULED CEILING TILE & GRID CEILING @ + 8'_10" A.F.F. __ (WHERE INDICATED ON REFLECTED CEILING PLAN). METAL TRACK WITH (2) #10 SCREWS AT 16" O.C. 8' MAX 8' MAX 8' MAX 8' MAX . 8' MAX LATERAL BRACING (STAGGERED) PER \ / DETAIL ABOVE (TYP.) LATERAL WALL BRACING PLAN VIEW TOP OF WALL NOTES: CONTINUOUS METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) 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. REVEAL (PAINT BLACK) OR MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) ACOUSTIC BATT INSULATION, U.N.O. NOT USED PARTITION SEISMIC BRACING DESIGNATED EGRESS PATH (HATCHED AREA) 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 BASE, AS SCHEDULED. (BOTH SIDES OF PARTITION.) FLOORING AS SCHEDULED (BOTH SIDES OF PARTITION) EXISTING STRUCTURE (BELOW) 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. GALV STEEL STUD, PER STUD SCHEDULE, WITH 5/8" TYPE 'X' GWB EACH SIDE. ACT ADJ AFF ALT ALUM APPROX BLDG BLKG B/S CAB CLR CLG CL COL COMM COMP CONST CONT CPT CT DIA DIM DR DW DWG E EA 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 ACOUSTICAL CEILING TILE ADJACENT / ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM APPROXIMATELY AT BUILDING BLOCKING BUILDING STANDARD CABINET CLEAR/CLEARANCE CEILING CENTERLINE COLUMN COMMUNICATION COMPOSITION CONSTRUCTION CONTINUOUS CARPET CERAMIC/CONCRETE TILE DIAMETER DIMENSION DOOR DISHWASHER DRAWING EXISTING / EAST EACH 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 JT LL@TE LF MAX MECH MFR MIN MISC MTD MTL MW N N/A NIC NO NOM NTS OC OPNG OPP ORIG PERM PL PLAM PLYWD PR PTN R RB REF REINF REQ'D REV RM RO SCHED SC SECT SIM SPEC SQ STD STL STOR SUSP TEL TSG TYP VCT VERT W W/ W/O WC WD JOINT BY LANDLORD AT TENANT'S EXPENSE LINEAL FOOT MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS 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 REFRIGERATOR REINFORCING REQUIRED REVISION / REVERSE ROOM ROUGH OPENING SOUTH SCHEDULE SOLID CORE SECTION SIMILAR SPECIFICATION SQUARE STANDARD STEEL STORAGE SUSPENDED TELEPHONE TEMPERED SAFETY GLASS TYPICAL VINYL COMPOSITION TILE VERTICAL WEST WITH WITHOUT WALLCOVERING WOOD DESIGNER MARVIN STEIN AND ASSOCIATES, LLC 1500 WESTLAKE AVE N, SUITE ONE SEATTLE, WASHINGTON 98109 CONTACT: ERIN GOODELL TELEPHONE: (206) 441-1449 EMAIL: e.goodell@marvinstein.com CONTRACTOR TBD P. DONAHOU WASHINGTON STANDARD TENANT PARTITION 1-1/2" =1'-0" ABBREVIATIONS SHEET INDEX TI -1 COVER SHEET 2 1/2" X 25 GA. STL. STUDS 5/8" GWB, TYPE 'X', TYP. STEEL TUBE BRACING - SEE ISOMETRIC BELOW pow NOTE: MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING. EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES CURRENTLY USED FOR EMERGENCY LIGHTING TO REMAIN. LAYOUT SHOWN IS CONCEPTUAL ONLY. 9"X31/2"X21/4"X3/16" METAL EACH SIDE SECURED TO STEEL TUBE & ANCHORED TO FLOOR AS REQUIRED (8'-0" O.C. MAX.) NOTE: STEEL TUBE SUPPORT TO BE MAX. HEIGHT FOR PARTITION TI -2 DEMOLITION & CONSTRUCTION PLAN TI -3 REFLECTED CEILING PLAN TI -4 POWER/COMMUNICATIONS & FINISH PLAN TI -5 ELEVATIONS & DETAILS TI -6 DETAILS 2. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY THE FIELD CONDITIONS PRIOR TO PURCHASING MATERIALS OR COMMENCING THE WORK. 3. REPORT ANY DISCREPANCIES F:ETWVEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO ARCHITECT BEFORE PROCEEDING WITH THE WOR 4. VERIFY THE BUILDING STANDARDS (131S) 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 REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO SENDING COPIES TO MSA FOR REVIEW AND COMMENT. 11. THE BUILDING OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND STANDARDS OF CONDUCT.. 12. DO NOT SCALE DRAWINGS. 4,mme;. 1500 WESTLAKE AVE K SUITE ONE, SEATTLE WA, 98109 (206) 44 -1449 13. THE GENERAL CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND THE STAGING OF MATERIALS. 14. GENERAL CONTRACTOR SHALL NOT START CASEWORK UNTIL CONFERENCE / COPY / BREAK / WORK ROOM CASEWORK SHOP DRAWINGS HAVE BEEN REVIEWED BY MSA. DRAWN BY: CHECKED BY: JOB NO.: 08029.006 NO. REVISIONS INDICATED THUS n ISSUED FOR REVIEW ISSUED FOR PERMIT MECHANICAL, PLUMBING, FIRE PROTECTION AND LIFE SAFETY NOTES 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 OWNER AND/OR ARCHITECT. 3. CLEAN ALL DIFFUSERS & GRILLS. 4. VERIFY LOCATION OF THERMOSTATS WITH OWNER OR ARCHITECT 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 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 & 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 Y2" & 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 FIRE PROOFING. APPROVED TENANT: OFFICE TENANT SHEET TITLE: COVER SHEET RECEIVED CITY OF TUKWILA DEC 1 6 2013 ISOMETRIC PERMIT CENTER EGRESS PLAN 1/8" = PARTIAL HEIGHT PARTITION SHEET INDEX PROJECT INFORMATION b13- 0 31'I REPRODUCTION, ALTERATION OR PUBUCATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2013. (I) + + + + .........$ e. + + + + 1�"-ter a -T' 1-1/2" =1'-0" ABBREVIATIONS SHEET INDEX TI -1 COVER SHEET 2 1/2" X 25 GA. STL. STUDS 5/8" GWB, TYPE 'X', TYP. STEEL TUBE BRACING - SEE ISOMETRIC BELOW pow NOTE: MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING. EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES CURRENTLY USED FOR EMERGENCY LIGHTING TO REMAIN. LAYOUT SHOWN IS CONCEPTUAL ONLY. 9"X31/2"X21/4"X3/16" METAL EACH SIDE SECURED TO STEEL TUBE & ANCHORED TO FLOOR AS REQUIRED (8'-0" O.C. MAX.) NOTE: STEEL TUBE SUPPORT TO BE MAX. HEIGHT FOR PARTITION TI -2 DEMOLITION & CONSTRUCTION PLAN TI -3 REFLECTED CEILING PLAN TI -4 POWER/COMMUNICATIONS & FINISH PLAN TI -5 ELEVATIONS & DETAILS TI -6 DETAILS 2. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY THE FIELD CONDITIONS PRIOR TO PURCHASING MATERIALS OR COMMENCING THE WORK. 3. REPORT ANY DISCREPANCIES F:ETWVEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO ARCHITECT BEFORE PROCEEDING WITH THE WOR 4. VERIFY THE BUILDING STANDARDS (131S) 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 REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO SENDING COPIES TO MSA FOR REVIEW AND COMMENT. 11. THE BUILDING OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND STANDARDS OF CONDUCT.. 12. DO NOT SCALE DRAWINGS. 4,mme;. 1500 WESTLAKE AVE K SUITE ONE, SEATTLE WA, 98109 (206) 44 -1449 13. THE GENERAL CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND THE STAGING OF MATERIALS. 14. GENERAL CONTRACTOR SHALL NOT START CASEWORK UNTIL CONFERENCE / COPY / BREAK / WORK ROOM CASEWORK SHOP DRAWINGS HAVE BEEN REVIEWED BY MSA. DRAWN BY: CHECKED BY: JOB NO.: 08029.006 NO. REVISIONS INDICATED THUS n ISSUED FOR REVIEW ISSUED FOR PERMIT MECHANICAL, PLUMBING, FIRE PROTECTION AND LIFE SAFETY NOTES 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 OWNER AND/OR ARCHITECT. 3. CLEAN ALL DIFFUSERS & GRILLS. 4. VERIFY LOCATION OF THERMOSTATS WITH OWNER OR ARCHITECT 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 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 & 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 Y2" & 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 FIRE PROOFING. APPROVED TENANT: OFFICE TENANT SHEET TITLE: COVER SHEET RECEIVED CITY OF TUKWILA DEC 1 6 2013 ISOMETRIC PERMIT CENTER EGRESS PLAN 1/8" = PARTIAL HEIGHT PARTITION SHEET INDEX PROJECT INFORMATION b13- 0 31'I REPRODUCTION, ALTERATION OR PUBUCATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2013. (I) 0 w CD N COF- 0 0 0 i= 0 0 0 > C) 0 a, C) 0 0 0 N CO FO No I M CO - /m J NiN ,� II - I,- co C .(°' 3_0 LL. 1=-(/),5) FIRST FLOOR DEMOLITION PLAN 1/8" = 1'-0" FIRST FLOOR CONSTRUCTION PLAN 1/8" =1'-0" DEMOLITION LEGEND EXISTING BUILDING CORE TO REMAIN. EXISTING CONSTRUCTION TO REMAIN. EXISTING CONSTRUCTION TO BE DEMOLISHED. CONSTRUCTION LEGEND FEC n EXISTING BUILDING CORE. EXISTING CORRIDOR PARTITION. NEW B/S DEMISING PARTITION. SEE DETAIL 7/TI-1. NEW B/S TENANT INTERIOR PARTITION. SEE DETAIL 7/1-I-1. NEW B/S PARTIAL HEIGHT PARTITION. SEE DETAIL 10/TI-1. EXISTING FIRE EXTINGUISHER, U.N.O. ALIGN. 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 MANAGEMENT. 3. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE DAILY. 4. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING MANAGEMENTS RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 5. THE CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 6. THE CONTRACTOR SHALL NOTIFY THE OWNER AND MSA OF ANY DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE BUILDING. 7. THE GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR DEFECTS TO THE BUILDING MANAGEMENT. 8. REMOVE ALL EXISTING LIGHT FIXTURES. REFER TO 1/TI-3. DEMOLITION KEYNOTES 0 REMOVE EXISTING DOOR ASSEMBLY AND ASSOCIATED HARDWARE. SAVE FOR REINSTALLATION WHERE POSSIBLE. 0 EXISTING ENTRY DOOR ASSEMBLY AND ASSOCIATED HARDWARE TO REMAIN IN CLOSED AND LOCKED POSITION. REMOVE DOOR CLOSER. REMOVE EXISTING RELITE ASSEMBLY. RETURN TO LANDLORD. DEMOLISH EXISTING CASEWORK . RE -USE EXISTING PLUMBING LOCATIONS. REMOVE EXISTING ELECTRICAL DEVICES AND SWITCHES. RE -USE LOCATIONS WHERE POSSIBLE. REMOVE EXISTING CEILING MOUNTED EXIT SIGN. SAVE FOR RE -LOCATION. EXISTING COLUMN TO REMAIN, TYP. REMOVE ANY UNUSED POWER & DATA WIRING AT FLOOR, INCLUDING MONUMENTS AND POWER POLES. 1/TI-4. OREMOVE EXISTING WALL -MOUNTED DOOR STOP. 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 I MANAGEMENT AND TENANT. 3. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS. 4. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM BOARD IN AREAS SUSCEPTIBLE TO MOISTURE. 5. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O. 6. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT. CONSTRUCTION KEYNOTES FIELD VERIFY EXISTING WALLS ARE SOUND ATTENUATED AND INSULATION EXISTING ABOVE CEILING TO OEXTEND TO 2' ON EITHER SIDE OF WALLS THIS ROOM. INSTALL IF NONE IS PRESENT. INFILL EXTERIOR WALL WITH NEW B/S STOREFRONT SYSTEM TO MATCH EXISTING ADJACENT. OINFILL EXISTING OPENING. OEXISTING RELITE TO REMAIN. O4 NEW 3' x 3' FIRE TREATED PLYWOOD PANEL FOR TENANT -PROVIDED EQUIPMENT. 0 DOOR SCHEDULE 6", UNLESS OTHERWISE NOTED NOTES: DOOR NUMBER TYPE OF DOOR A. NEW B/S 3'-0" WIDE X 8'-0" HIGH X 1-3/4" THICK SC WOOD DOOR IN B/S WOOD FRAME. B. EXISTING DOOR TO REMAIN. C. NEW B/S 2'-6" WIDE X 8'-0" HIGH X 1-3/4" THICK SC WOOD DOOR IN B/S WOOD FRAME. E. EXISTING TO REMAIN. HARDWARE a. B/S OFFICE LOCKSET. b. NEW CYPHER LOCK. c. NEW STORE ROOM LOCKSET W/ GRILLE d. NEW BLANK FACEPLATE @ OLD DEADBOLT LOCATION W/ LEVEL PASSAGE SET EXISTING DOOR TO REMAIN REFER TO REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2013 City of Tukwila BUILDING DIVISION 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 = 5.0 POUNDS (22.2 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. 0 5' 10' 20' RECEIVED CITY OF TUKWILA DEC 1 6 2013 PERMIT CENTER 30' NORTH 6450 SOUTHCENTER 6450 SOUTHCENTER BOULEVARD SUITE 107 TUKWILA, WASHINGTON 98188 nIgn '-"TECT TATE ., -. ,,ATO 1500 W ESTLAKE AVE K SUITE ONE, SEATTLE WA, 98109 (206) 441-1449 DRAWN BY: DA CHECKED BY: EG JOB NO.: 08029.006 NO. REVISIONS INDICATED THUS n DATE BY ISSUED FOR REVIEW 12/3/13 EG ISSUED FOR PERMIT 12/12/13 EG TENANT: OFFICE TENANT SHEET TITLE: DEMOLITION & CONSTRUCTION PLAN P 11 REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2013. TI -2 OF 6 LJ C) r - Q REFLECTED CEILING LEGEND EXISTING CEILING GRID AND TILES TO REMAIN. EXISTING FIXTURES TO BE UPGRADED TO DIRECT/ INDIRECT FIXTURES. SPEC: LITHONIA 'AVANTI' OR APPROVED EQUAL) EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURE LOCATION CURRENTLY BEING USED AS EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. 6450 SOUTHCENTER EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURE TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. EXISTING SKYLIGHT TO REMAIN. EXISTING BIS ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN). EXISTING B/S LIGHT SWITCH. EXISTING SPRINKLER HEAD. (SHOWN FOR REFERENCE ONLY, PERMIT BY OTHERS) 6450 SOUTHCENTER BOULEVARD SUITE 107 TUKWILA, WASHINGTON 98188 REFLECTED CEILING KEYNOTES 0 REMOVE EXISTING ILLUMINATED EXIT SIGN. REPLACE CEILING TILE(S) AS NEEDED REFLECTED 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. mcf4m77 ED 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 C405.2.2.3 OF THE 2012 WASHINGTON STATE ENERGY CODE. 6. FIRE SPRINKLERS BY OTHERS UNDER DEFERRED 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. SWEEP CONTROLLERS ARE NOT BUILDING STANDARD, USE OCCUPANCY SENSORS AS REQUIRED. 8. EXIT SIGNS ARE INDICATED ON THE REFLECTED CEILING PLAN. THEIR PLACEMENT IS BASED UPON EXISTING CONDITION SURVEY. FINAL NUMBER OF SIGNS, THEIR PLACEMENT AND ARROW DIRECTIONS SHALL BE FIELD VERIFIED WITH THE BUILDING OFFICIAL, CONTRACTOR AND ARCHITECT. 9. HVAC CONTRACTOR TO VERIFY THAT ENTIRE SUITE IS A SINGLE ZONE. 10. VERIFY THAT CIRCUIT(S) FOR THIS SUITE ARE CONTROLLED BY SWITCHES WITHIN SUITE AND NOT ASSOCIATED WITH ADJACENT SUITE'S CIRCUITS AND/ OR SWITCHING. .v.4/../41')24.• 1500 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449 LIGHTING CALCULATION GRID CEILING @ 8'-10" A.F.F. FIRST FLOOR REFLECTED CEILING PLAN 1/8" =1-0" DRAWN BY: DA CHECKED BY: EG JOB NO.: 08029.006 WATTS/FIXTURE # OF FIXTURES TOTAL WATTS 56 30 1,680 28 2 56 TOTAL :1,736 WAT EXISTING TO REMP 2,387 TOTAL SF x .9 WATTS PER SF = 2,148.3 ALLOWABLE WATTS. TOTAL EXISTING WATTAGE IS 1,736 - WHICH IS LESS THAN THE ALLOWABLE WATTAGE PER 2012 WSEC INTERIOR LIGHTING POWER C405.5.2 (TABLE C405.5.2(1)). REVISIONS INDICATED THUS A ISSUED FOR REVIEW ISSUED FOR PERMIT 12/3/13 12 12 13 a) J U -o r7 CD ca 01 c 0 0) L- 0 0 0 �-+ a) li 0 m N a)C U L O U) O o Qi jg C N I cp m o< CO I • e" -• (./Y3 cni II 1-1- c0 c ; ;E°°Q) �i-cnox REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2'6 2013 TENANT: OFFICE TENANT SHEET TITLE: ' RECEIVED CITY OF TUKWILA DEC 1 6 2013 PERMIT CENTER 5' 10' 20' 30' W 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 2013. FIRST FLOOR POWER/COMMUNICATIONS PLAN 1/8" =1-O" / LVT-1 106 LVT-1 105 0 / • / FEC O /;i 107 108 / 104 0 --r 110 CPT -1 • . 103 / / FECC 102 101 • / / , / 109 100 LVT-1 '�/moi FIRST FLOOR FINISH PLAN 118" =1'-0" FINISH SCHEDULE SYMBOL/NO. DESCRIPTION MANUFACTURER STYLE COLOR / FINISH SIZE EST. LEAD TIMES NOTES BROADLOOM CARPET SHAW CONTRACT CONTOUR OR OUTLINE UNDERGROUND - 1-2 WEEKS TYPICAL THROUGHOUT U.N.O. CARPET OVER PAD CPT -1 LUXURY VINYL TILE - KARNDEAN OPUS ARGEN WP414 - - WHERE NOTED LVT-1 PL -1 PLASTIC LAMINATE WILSONART CONTRACT COLLECTION 7122K-07 EMPIRE MAHOGANY -. - CASEWORK, VERTICAL SURFACES, U.N.O. PL -2 PLASTIC LAMINATE FORMICA MATTE 3505-58 STORM SOLIDI _ CASEWORK, HORIZ. SURFACES, U.N.O. PL -3 PLASTIC LAMINATE WILSONART ' METALS 6277 ALUMASTEEL - - FULL HEIGHT BACKSPLASH, WHERE NOTED cg,, PLASTIC LAMINATE FORMICA GLOSS PEARL 934-90 - CASEWORK, VERTICAL SURFACES, WHERE NOTED ® SOLID SURFACE PENTAL QUARTZ POLISHED BQ700P - OYSTER 3/4" SLAB TBD WHERE NOTED CO PAINT, GENERAL SHERWIN WILLIAMS EGGSHELL SW 7100 ARCADE WHITE - - GWB WALLS, TYP., U.N.O. CD PAINT, ACCENT SHERWIN WILLIAMS EGGSHELLGRA SWY04 KEYSTONE - - GWB WALLS, WHERE NOTED CDPAINT, ACCENT SHERWIN WILLIAMS EGGSHELL SW 7020 BLACK FOX - - GWB WALL, WHERE NOTED 0 PAINT, WOOD BASE SHERWIN WILLIAMS SEMI -GLOSS SW 7020 BLACK FOX - - WOOD BASE RUBBER BASE JOHNSONITE STRAIGHT ROLLED GOOD 40 BLACK 4" H. - - B-1 WOOD BASE TBD TBD PAINT P-4 4" H. TBD WHERE NOTED CD WT -1 WINDOW TREATMENT B/S B/S BIS MATCH EXISTING TBD MINI -BLINDS, VERIFY WIDTH CID WINDOW TREATMENT B/S B/S B/S MATCH EXISTING TBD SUN -SHADES, VERIFY WIDTH GEO WINDOW TREATMENT 3M FILM OPAQUE - FILL LOWER PANELS TBD WINDOW FILM ELEC / COMMUNICATIONS LEGEND Ic B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET. B/S WALL MOUNTED DEDICATED 120 V 20A FOURPLEX ELECTRICAL OUTLET. ▪ B/S WALL MOUNTED FOURPLEX ELECTRICAL OUTLET. • B/S WALL MOUNTED COMBINATION VOICE/DATA OUTLET. IQ BLANK FACE PLATE POWER POLE. VERIFY EXACT LOCATION AND REQUIREMENTS WITH TENANTS FURNITURE VENDOR. CONNECT TO EXISTING FLOOR POWER & COMMUNICATIONS SUPPLY. 'N' NEW. ELEC. / COMMUNICATION NOTES 1. ALL ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. (AT BASE OF OUTLET) PER W.S.B.C. REQUIREMENTS U.N.O. 2. ROUGH IN ALL DATA AND COMMUNICATION LINES - MUD RING WITH PULL STRING, U.N.O. 3. PROVIDE NEW COVER PLATES AND RECEPTACLES AS NEEDED TO MATCH BUILDING STANDARD. 4. MAINTAIN EXISTING ELECTRICAL OUTLETS UNLESS LOCATION CONFLICTS WITH NEW CONSTRUCTION. 5. THE CONTRACTOR SHALL COORDINATE ELECTRICAL, LIGHTING, CASEWORK AND FURNITURE. ELEC / COMMUNICATIONS KEYNOTES OVERIFY EXISTING ELECTRICAL OUTLET IS GFI. UPGRADE IF NECESSARY. OUPGRADE DATA PORT TO SUPPORT COURTESY TELEPHONE LINE AS NEEDED. 0 4 DATA PORT CONNECTIONS AT THIS OUTLET. FINISH NOTES 1. ALL WALLS TO RECEIVE 2. ALL ROOMS TO RECEIVE 3. BASE , U.N.O. CPT -1 , U.N.O. TO BE USED THROUGHOUT, U.N.O. 4. PROVIDE (3) SAMPLES OF EVERY FINISH ITEM TO MSA FOR APPROVAL PRIOR TO INSTALLATION. 5. PROVIDE JOHNSONITE "TILE/CARPET ADAPTER CTA -XX -C (OR SIM.)" IN COLOR (TBD - TO MATCH B-1) AT ALL CARPET TO LVT FLOORING TRANSITIONS. FINISH KEYNOTES REVIEWED FOR CODE COMPLIANCE ._, f'. APPROVED DEC 2 6 2013 Cify of Tukwila BUILDING DIVISION OEXISTING FINISHES TO REMAIN IN THIS AREA. OPATCH FINISHES THIS SIDE OF WALL AS REQUIRED AT AREA OF WORK TO MATCH EXISTING ADJACENT. (NOTE: THIS IS TO BE PRICED SEPARATELY. NOT PART OF TENANT SUITE). O3 EXISTING MINI -BLINDS TO REMAIN. 0 EXISTING PULL-DOWN SUN -SHADE TO REMAIN. 0 5' 10' 20' RECEIVED CITY OF TUKWILA C:0 1 6 2013 30' NORTH 6450 SOUTHCENTER 6450 SOUTHCENTER BOULEVARD SUITE 107 TUKWILA, WASHINGTON 98188 .REGISTERED ARCHITECT F DONAHOU n 1500 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 9$109 (206) 441-1449 DRAWN BY: DA CHECKED BY: EG JOB NO.: 08029.006 NO. REVISIONS INDICATED THUS n ISSUED FOR REVIEW DATE BY 12/3/13 EG ISSUED FOR PERMIT 12/12/13 EG TENANT: OFFICE TENANT SHEET TITLE: POWER/COMMUNICATIONS & FINISH PLAN b13 - o317 REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2013. TI -4 OF 6 tom-( ;.:..i 0 Lc) Co an J UJ CO F— CD LOCO 0) 0 a� i= 0 0 0 > a) 0 -o> m L a) LOc 0 0 c,JCD - /O Im z cn I cm o¢ aim urz.3 En • �� •a)o a= � II — c0 c c3.bi H-(f)OX B /) :/ WINDOW BEYOND 7'-0" i Ch 6-7" 7'-4" CV 6'-7" WINDOW BEYOND ADA COMPLIANT TRANSACTION COUNTER (SEE DETAIL 2/TI-6) 3'-0" MAX. TYP. 16'-10" 6450 SOUTHCENTER 6450 SOUTHCENTER BOULEVARD SUITE 107 TUKWILA, WASHINGTON 98188 4 EQ. 5 EQ. EXISTING WINDOW BEYOND 6 EQ. FACE OF GWB WALL BEYOND 1111111111111 B/S UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES, TYP. s._ -..___.._if== _. r' /- FACE OF GWB WALL BEYOND .REGISTERED ARCHITECT B/S UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES, TYP. (2) MICROWAVE SHELVES B/S A.D.A.-APPROVED SINK CABINET (NO BOTTOM @ BASE) WITH B/S A.D.A.-COMPLIANT SINK & FAUCET. N 0 M = j = B/S UPPER CABS. WITH DOORS AND (2) ADJ. SHELVES, TYP. R DONAHOU ':' , HINGTON II� FULL HEIGHT BACKSPLASH B/S COUNTERTOP B/S COUNTERTOP B/S COUNTERTOP AND BACKSPLASH. 0 CV B/S COUNTERTOP AND BACKSPLASH. N✓' 4 EQ. B/S LOWER CABS. rL-'f WITH DOORS, DRAWER, (1) ADJ. SHELF AND 4" TOE KICK, TYP. (TOE KICK) c 2-L) NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PROVIDE FILLER FOR UPPER & LOWER CABINET AS NECESSARY 2'-0" CLR. 2'-2 1/2" SPACE FOR 3'-0" MIN. . DISHWASHER 10'-0" B/S LOWER CABS. rL 4 WITH DOORS, DRAWER, (1) ADJ. SHELF AND 4" TOE KICK, TYP. (TOE KICK) B-1 INSULATE WRAP @ EXPOSED SUPPLY & DRAIN LINES @ EXISTING SINK NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PROVIDE FILLER FOR UPPER & LOWER CABINET AS NECESSARY B/S LOWER CABS. 'L- I WITH DOORS, DRAWER, (1) ADJ. SHELF AND 4" TOE KICK, TYP. NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PROVIDE FILLER FOR UPPER & LOWER CABINET AS NECESSARY 0 Ch B/S LOWER CABS. WITH DOORS, DRAWER, (1) ADJ. SHELF AND 4" TOE KICK, TYP. l 10 EQ. l 6'-0" CLR. FOR EQUIPMENT i NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. PROVIDE FILLER FOR UPPER & LOWER CABINET AS NECESSARY 3 EQ. 6'-0" 1S00 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449 BREAK ROOM 106 CASEWORK 3/8" =1'-0" WORK ROOM 105 CASEWORK 3/8" =1'-0" DRAWN BY: DA FULL HEIGHT BACKSPLASH INSULATE ALL EXPOSED PIPES 1/4" PLYWOOD BACKING W/ MELAMINE FINISH 25" DASHED LINES INDICATE REQUIRED ACCESSIBLE CLEARANCES CONTINUE FINISH FLOOR BELOW SINK 6" MIN. CLR. / / / / / / / / B/S FAUCET & SINK PER ANSI 117.1 CODE COMPLIANCE —PLAM COUNTERTOP 8" MIN. CLR. CABINET DOORS ON CONCEALED HINGES. FINISH ON ALL SIDES. 17" 24" cc —J 0 z 2 I- N 29" MIN. CLR. FINISHED SURFACE 12" 4" WOOD BLOCKING ASI; REQUIRED, TYP. PAINTED GWB N GROMMET, COLOR: TBD 2'-6" 12" ANGLED SUPPORT BRACKET BEYOND WOOD BLOCKING AS REQUIRED, TYP. PAINTED GWB 4' BASE AS SCHEDULED PLAM PL -1 N v 12" UPPER SHELF IN SMALL OFFICE 103 ONLY. 24" WORK COUNTER WITH SELF -EDGED PLAM. BACKSPLASH ONLY WHERE COUNTER ABUTTS WALL. PROVIDE GROMMET. COORDINATE WITH TENANT. PROVIDE SUPPORT BRACKET AT GWB WALL SURFACES. (RAKKS OR SIMILAR). EXISTING WALL BEYOND SCHEDULED BASE. 00 co REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2013 • City of Tukwila BUILDING DIVISION 24" P/.• II u. SEE ELEVATIONS FOR BACKSPLASH HEIGHT. PLAM WORKSURFACE (EDGES ARE TO BE SELF -EDGED WITH A SQUARE RETURN) DRAWER ON (75) POUND FULL - EXTENSION SLIDE 2 1/2" METAL STUDS WITH 5/8" GWB EACH SIDE. BASE AS SCHEDULED. * NOTES: - PROVIDE VINYL TRIM ('DOELLKEN' PVC EDGE 3 MM, COLOR: °HARD ROCK MAPLE' #4125)ATALL EXPOSED CASEWORK EDGES, TYP. CHECKED BY: EG JOB NO.: 08029.006 NO. REVISIONS INDICATED THUS n ISSUED FOR REVIEW DATE 12/3/13 BY EG ISSUED FOR PERMIT 12/12/13 EG RECEIVED CITY OF TUKWILA DEC 1 6 2013 PERMIT CENTER TENANT: OFFICE TENANT SHEET TITLE: ELEVATIONS & DETAILS 1713 0;ftli LOWER CASEWORK W/ ADA SINK 1-112" =1'-0" 10 I PARTIAL HEIGHT WALL 1-1/2" = 11 SECTION AT COUNTER 1-1/2" =1'-0" 121 COUNTER 1-1/2" =1'-0" 13 I DRAWER CASEWORK 1-1/2" = 1'-0" REPRODUCTION, ALTERATION OR PUBUCATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2013. TI -5 OF 6 L C.) F- C (I) CD 6450 SOUTHCENTER 6450 SOUTHCENTER BOULEVARD SUITE 107 TUKWILA, WASHINGTON 98188 ADA COUNTER 1-1/2" =1'-0" 3 NOT USED NOT USED NOT USED NOT USED REGISTERED 4ITECT JO DOU MI P }p, .STA CASEWORK W/ MICROWAVE SHELVES 1-112°=V-0" UPPER AND LOWER CASEWORK NOT USED 10 NOT USED 11 NOT USED //.///f/. ! iY '.CHF. 1500 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449 DRAWN BY: DA CHECKED BY: EG JOB NO.: 08029.006 NO. REVISIONS INDICATED THUS n ISSUED FOR REVIEW ISSUED FOR PERMIT 12/3/13 12/12/13 6450—(TI-5-6)—ELDT.dwg On 0 0 I- O H- 0 0 0 T -o iL CO 12 NOT USED 13 NOT USED NA 14 NOT USED NA 15 NOT USED NA 16 NOT USED TENANT: a- ) s O Cr) C▪ NJ CD "zi aM E COCD I cj 1 V (nim =E� . - ,2111,-(0 ro O 3411433 17 NOT USED L REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2013 City of Tukwila BUILDING DIVISION OFFICE TENANT SHEET TITLE: RECEIVED CITY OF TUKWILA DEC 1 6 2013 DETAILS LU PERMIT CENTER NA 18 I NOT USED NA 19 I NOT USED NA OJ NOT USED NA 1 I NOT USED NA REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2013. TI -6 OF 6 v Q tin 0 0 0 0 0 0 0 0 0 0 0 0 O i 0 0 0 0 O a 6450 SOUTHCENTER BOULEVARD SUITE 107 TUKWILA, WASHINGTON 98188 ADA COUNTER 1-1/2" =1'-0" 3 NOT USED NOT USED NOT USED NOT USED REGISTERED 4ITECT JO DOU MI P }p, .STA CASEWORK W/ MICROWAVE SHELVES 1-112°=V-0" UPPER AND LOWER CASEWORK NOT USED 10 NOT USED 11 NOT USED //.///f/. ! iY '.CHF. 1500 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449 DRAWN BY: DA CHECKED BY: EG JOB NO.: 08029.006 NO. REVISIONS INDICATED THUS n ISSUED FOR REVIEW ISSUED FOR PERMIT 12/3/13 12/12/13 6450—(TI-5-6)—ELDT.dwg On 0 0 I- O H- 0 0 0 T -o iL CO 12 NOT USED 13 NOT USED NA 14 NOT USED NA 15 NOT USED NA 16 NOT USED TENANT: a- ) s O Cr) C▪ NJ CD "zi aM E COCD I cj 1 V (nim =E� . - ,2111,-(0 ro O 3411433 17 NOT USED L REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2013 City of Tukwila BUILDING DIVISION OFFICE TENANT SHEET TITLE: RECEIVED CITY OF TUKWILA DEC 1 6 2013 DETAILS LU PERMIT CENTER NA 18 I NOT USED NA 19 I NOT USED NA OJ NOT USED NA 1 I NOT USED NA REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MSA 2013. TI -6 OF 6 v Q tin