Loading...
HomeMy WebLinkAboutPermit D13-178 - WILBUR ELLIS - TENANT IMPROVEMENTWILBUR ELLIS CO 16300 CHRISTENSEN RD D13-178 City o*ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: Project Name: WILBUR ELLIS CO DEVELOPMENT PERMIT Permit Number: D13-178 Issue Date: 07/09/2013 Permit Expires On: 01/05/2014 Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Contact Person: Name: DANIEL BUTLER Address: 909 112 AV NE, STE 206 , BELLEVUE WA 98004 Contractor: Name: ELLSWORTH BUILDERS INC Address: 8425 219 ST SE, SUITE 100 , REDMOND, WA 98072 Contractor License No: ELLSWBI099CF Lender: Name: SELF-FUNDED Address: Phone: 425 641-9200 Phone: 425-482-2904 Expiration Date: 02/14/2014 DESCRIPTION OF WORK: REMODEL FIRST FLOOR OFFICE AREAS INCLUDING UPGRADED FINISHES, CEILING TILE REPLACEMENT, AND LIGHTING REPLACEMENT. EXPANSION OF SECOND FLOOR AND REMODEL OF PORTION OF EXISTING SUITE. Value of Construction: $325,000.00 Fees Collected: $5,495.95 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-178 Printed: 07-09-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Number: 0 Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: The granting of this permit does not pr construction or the performance of work to this permit. Signature: Print Name: This permit shall or abandoned for a cru Public: Non -Profit: N Public: Date: 01 121 7 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating . I am authorized to sign and obtain this development permit and agree to the conditions attached null an iod of 180 PERMIT CONDITIONS: if the wo ays from t Date: is not commenced within 180 days from the date of issuance, or if the work is suspended last inspection. 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D13-178 Printed: 07-09-2013 7: All construction shall be done in confor ilpwith the approved plans and the require ''of the International Building Code or International Residential International Mechanical Code, Washingt r to Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: 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. 14: ***FIRE DEPARTMENT CONDITIONS*** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: 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) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: 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) 20: 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. (NEPA 10, 4-3, 4-4) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: IBC -7/10 D13-178 Printed: 07-09-2013 travel. Access to exits shall be marked by re visible exit signs in cases where the exit path of egress travel is not immediately visible to the occ Exit sign placement shall be such that no in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichev is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 27: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 29: 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) 30: 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) 31: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 32: 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). 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 35: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-178 Printed: 07-09-2013 CITY OF TUKWILA Community Development Department Public {forks Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, 11:-1 98188 http://www.TukwilaWA.gov Building Permit N Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 16300 Christensen RD, Tukwilla WA King Co Assessor's Tax No.: 2523049078 Suite Number: 135 Floor: 1 & 2 Tenant Name: Wilbur Ellis Co PROPERTY OWNER Name: Daniel Butler Name: Unico Properties City: Bellevue State: WA Zip: 98004 Address: 1215 4th Ave, Suite 600 Email: danb@jpcarchitects.com City: Seattle State: WA Zip: 98161 CONTACT, PERSON — person receiving all project communication Name: Daniel Butler Address: 909 112th Ave NE, Suite 206 City: Bellevue State: WA Zip: 98004 Phone: (425) 641-9200 Fax: (425) 637-8200 Email: danb@jpcarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 909 112th Ave NE, Suite 206 City: Bellevue State: WA Zip: 98004 Phone: (425) 641-9200 Fax: (425) 637-8200 City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh New Tenant: ❑ Yes ® ..No ARCHITECT OF RECORD Company Name: JPC Architects Architect Name: Daniel Butler Address: 909 112th Ave NE, Suite 206 City: Bellevue State: WA Zip: 98004 Phone: (425) 641-9200 Fax: (425) 637-8200 Email: danb@jpcarchitects.com ENGINEER °OF.RECORD Name: 4 , Q , IeiC(�! Company Name: Address: Engineer Name: Address: State: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19 27.095) Name: 4 , Q , IeiC(�! Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670'. Valuation of Project (contractor's bid price): $ 325,000 Describe the scope of work (please provide detailed information): Remodel of First Floor office areas including upgraded finishes, ceiling tile replacement, and lighting replacement. Expansion of Second Floor and remodel of portions of existing suite. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Interior Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC 1s' Floor 12,891 12,891 V -B B 2nd Floor 13,875 9,000 V -B B 3rd 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: Compact: Handicap: Will there be a change in use? ❑ Yes No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 1 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Z No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 1 Applications\Permit Application Revised - 8.9• I I.docx Revised: August 2011 bh Page 2 of 4 PERM1T: 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 • ` • RJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILD Signature: Print Name: Daniel Butler Mailing Address: 909 112th Ave NE, Suite 206 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Date: 0541/2013 Day Telephone: (425) 641-9200 Bellevue WA 98004 City State Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.ov Parcel No.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: Applicant: WILBUR ELLIS CO RECEIPT Permit Number: D13-178 Status: ISSUED Applied Date: 05/21/2013 Issue Date: 07/09/2013 Receipt No.: R13-02707 Initials: JEM User ID: 1165 Payment Amount: $292.50 Payment Date: 09/23/2013 12:08 PM Balance: $0.00 Payee: BRIAN MCCORMICK TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 023691 ACCOUNT ITEM LIST: Description 292.50 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 292.50 Total: $292.50 a.,,.. DereininR Printed: 09-23-2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.Tukwila WA.gov RECEIPT ParcelNo.: 2523049078 Permit Number: D13-178 Address: 16300 CHRISTENSEN RD TUKW Status: ISSUED Suite No: Applied Date: 05/21/2013 Applicant: WILBUR ELLIS CO Issue Date: 07/09/2013 Receipt No.: R13-02611 Initials: User ID: LAW 1632 Payment Amount: $292.50 Payment Date: 09/12/2013 12:21 PM Balance: $0.00 Payee: BRIAN MCCORMICK TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 012346 ACCOUNT ITEM LIST: Description 292.50 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 292.50 Total: $292.50 PrintPri• f q-12-2(111 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.ov Parcel No.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: Applicant: WILBUR ELLIS CO RECEIPT Permit Number: D13-178 Status: APPROVED Applied Date: 05/21/2013 Issue Date: Receipt No.: R13-02077 Initials: User ID: WER 1655 Payment Amount: $3,332.65 Payment Date: 07/08/2013 02:37 PM Balance: $0.00 Payee: KATHY DOUGHERTY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 093268 ACCOUNT ITEM LIST: Description 3,332.65 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $3,332.65 3,328.15 4.50 rtnr• Raraint-na Printed: 07-08-2013 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: Applicant: WILBUR ELLIS CO RECEIPT Permit Number: D13-178 Status: PENDING Applied Date: 05/21/2013 Issue Date: Receipt No.: R13-01687 Payment Amount: $2,163.30 Initials: JEM Payment Date: 05/21/2013 10:26 AM User ID: 1165 Balance: $3,332.65 Payee: DANIEL BUTLER, JPC ARCHITECTS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 021362 ACCOUNT ITEM LIST: Description 2,163.30 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,163.30 Total: $2,163.30 PrinfPd• nc_21-9n13 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Di3-175 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: wll(121k 'ELLIS Type of Inspection: C,L►=azlP...)C Address: 1(0300 CI-IR1Sic,-,1SFti Date Called: F JIvi L Special Instructions: Date Wanted: 10-1 (-j p.m. Requester: Phone No: yes-Z4C- v3E5 ®Approved per applicable codes. Corrections required prior to approval. COMMENTS: r' V 11a/el(' `REINSPECTION FEE REQ 1 ED. Prior to next inspection, fee must be paid ( 6300 Southcenter Bt1.. Suite 100. Call to schedule reinspection. Date: �a-19-5. 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)431-2451 Projekt: Type of Inspection: -11--s. Address: I 630(, C \A Y;C-(Fr., Nj Date Called: Special Instructions: • • Date jWant : I i S 1 / a.m. p.m. Requester: Phone No: 4/2- -Z`I4- 03v ElApproved per applicable codes. 13 Corrections "Corrections required prior to approval. // COMMENTS: Alr -11--s. (-0 _( L ASS WR-OMEL_ .eae r, em.) yvt.urs. K A0c1 Q &V) &N ---0 oi -r�3-- / Date: 403(,7) SPECTION FEE REQRED. Prior to ext inspection. fee must be at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ri PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: \tA vV �i J��(7 Type of Inspection: _„1=d\ I fr fIL\ AL Address: ) 0 Date Called: ,✓ r -A\2- Special Instructions: .� . l2/ Q- ?, ��rr®4 � Date Wanted:. C'0. (All -10 Requester: Phone No: 42c---1- N ti 1-771c u a Approved per applicable codes. Corrections required prior to approval. COMMENTS: -.le ) A- .� . l2/ Q- ?, ��rr®4 � 4� , �.' -1 // /,';'.7-,1ifs-. )-) a:74, -C r ,---- e- ,-.. ^..1,4, -le &/v3 .7. -g L/ ?A, 4 0,--e_...--72 (7 2..‘..... .c.,... fba....- .,,5', "...-„„cf---? .( ?< Inspector( Date: >�- /3 n 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 INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 cJ ' P' 1 broje{t: W: tii ECUS Type of Inspection: q A\s--R(tic°y �I� .AS Address: I 030 CNQIS Fi.) ;_ 0Q► Date Called: Special Instructio s: fr(3-L ( Date Wanted: G1-zy- Imo, �m Requ r: • 'ziv )riiV Phone ` 49 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: -A p1/49/Wee REI PECTION'FEE REQUt tED. Prior to nexi inspection, fee must be pa' . 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) 431-2451 . bt 3 r78 Proj t> 1 6.veil Type of Inspection:, i N Address: r., e .1(,3000 i ;stroc.FAiV Date Called: Special Instructions: M me. Date Wanted: C — 11— I S p.m. Requester: Phone No: 112 5 2-yCo - 638 5 Approved per applicable codes. ElCorrections required prior to approval. . COMMENTS: 6) c,JEr L h -R e�1 F��t FI/ J h -A t D R INSPECTION FEE REQUIR D. Prior to next inspection, fee must be pa &aj/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) 431-2451 t3— rig Project:Type WIL(�2 €.u.I:5� 0.0 of Inspection: SttSPek30€6 (kiLl�v Address: t(o3OC CH(L1STE05g..k1 Date Called: Rn Special Instructions: ,-, Date Wanted: q_ L ." l 3 Ci p.m. Requester: Phone No: Approved per applicable.codes. DCorrections required prior to approval. COMMENTS: r--). A • I { REI TION FEE REQUIREp. Prior to next inspection, fee must be paid - '0 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 o.,(206) 431-3670 Permit Inspection Request Line (206) 431-2451 L>l3-(7c Project: UJ I L. (3t,1 R. EA -L-1 c-, Type of Inspection: 5 u S PE L1 pcM e t -t L, i.+,6 Address: 1G 300&'-1KIS-)t=,.r'J R.c Date Called: Special Instructions: Date Wanted: q - t2 - 1-7-• P.m. Requester: Phone No: jpproved per applicable codes. Corrections required prior to approval. COMMENTS: lri De.t G. 1 t- l iu 6 L. A ,p.P /8,/e6 1 2AAi l&J 6 - A17 /Aid 0 6.4 NSPECTION FEE RE aid at 6300 Southcent D: UIRED. Prior to next inspection, fee must be 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 04 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1-5 b t 3- I7 Project: U3 i L Gt1 R cLLIS Type of Inspection: 5 L SZ iJ ib Wi_iA) AQP✓ ti AC (c ; n.; s u 1,14,(9..AI i/ r'ee. sae C Address: I (03 OO I-+ 1 RST El k1 Date Called: fU F I o h/ Special Instructions: Date Wanted: `! I :, Reques``t''er: Phone No:Li 2-eD 2- b _e 3? S Approved per applicable codes. Corrections required prior to approval. l$ COMMENTS: I3 6.0Vi $ Q & t.t (4) 1 '1-3--1 V ki 0 1,; p5 n 0J6 + - 1 i AQP✓ ti AC (c ; n.; s u 1,14,(9..AI i/ r'ee. sae C I SIL 0AM it .—L(n✓cccLi c1�i. ti PAOf°S i ..Z. &\ F I o h/ nspecy: ,,Adid• ) 1.1 fes, w //'�� Dave; n VSPECTION FEE REQUIR D. Prior to n&xt inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 " (206) 431-3670 Permit Inspection Request Line (206) 431-2451 12' 1 DI -3- 170 Project: - U3IL31.IQ. ELLIS CO Type of Inspection: IlSPgijDF-DeE.(LI 6 Address: 1(03 00 C H a) 5 7E i f>J R.> Date Called: • Special Instructions: / Dat Wanted: a.m.. Requester: Phone No: Approved per applicable codes. IBJ Corrections required prior to approval. ,Y COMMENTS: `c. 1, i + ► loth (' Ins Da R INSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain °a copywith permit Di ;3:-.17,g INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206)431-2451 Project: 0...bl llAZ EL IS Oa Type of Inspection: F Ra m i rJ C; Address: Date Called: Special Instructions: Date Wanted: °3—t5 -I-7-. a.m. Requester:.^ Phone q(sz1b-83®jS ElApproved per applicable codes. Corrections required°prior to approval. COMMENTS: (! C gni--00-11 ov °) -c-ver,AAPmt" ± 7 . 1 e Iry-e-� �- e cli pector Dat ECTION FEE REQUIRfiD. Prior to n= t inspection. fee must be t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECT' N NO. - PERMIT NO. CITY OF.TUKWILA BUILDING 'DIVISION Gam' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 a— - Project: � CEJ.&�j rte` 6 Type i s ea�rQn`. .A Address: ((3 0 c) r, g te.r,:reN Date Called: Special Instructions: • Date Wanted:I ,r 3 .m. 1 .m. Requester: Phone _24(i-S315S ElApproved per applicable codes. Corrections required. prior to approval. 7 COMMENTS: plk- ,A,_3. .,,,ilLe A -q- Vim' . .--�. `�P tAJJ . )j( Jr: t- ,--- • ✓ JS 1,0ye ` ': Vi=i ! J :� ) �, --S f c ---e ( � �, ', fd :vc r Ins ector: Date: REINSPECTION FEE REQ I 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 INSPECTION NO. PERMIT NO. CITY Of TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 b+3-I�1 Project:Type VJILGUa.... LLtiS of Inspection: C —Cb' .)-TRt0Ti L) Address: 1 a3&C) 0.1S—iENSEt...) Date Called: R l' Special Instructions: Date Wanted: —7— 1 Ci ( "tea p.m. Requester: Phone No: L)zS —&4L - a 3vS Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date:7- c.7- )3 fjlSPECTION FEE R °MIRED. Prig to next inspection, fee must be dd at 6300 Southcent r Blvd., Suite 11100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Jr)i 3 - 1-28 /3— 5— 18e. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444,Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project- W‘ 1 Lm —i i i r Type of Ins ection: S-F.,JA-t - 1 r -e i v L. - Address: tt 300 G k r t S,<,.i .�.P,,,., (gt ,Suite #: Contact Person: Special Instructions: Phone No.: x -Approved per applicable codes. Corrections required prior to approval. COMMENTS: SP -F(AJA/L- -0 r�- O Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1 4 Ri,,5,--z_- Date: cf/Cclii Hrs.: I f1' $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 0 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 981818 206-575-4407 Pro ect: LJ ! 1 hur. L= LL,S Fire Alarm: a Type of Inspection: V° v -- Address: /, 3 p C7 e 4Y , 5\ w Se aJ Suite #: a, 3 D 9 Occupancy Type: Contact Person: Special Instructions: _� Phone No.: ( < Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0/e_ cr?, ce21A-r- Ovt-/?-} -Poop— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: r S Z Date: 7fr L3 Hrs.: 1 $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 OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: q/a3 Permit Number: p1.-5 Requested By: 4AY 1Y\ l 2w\C��C Firm/Company: EL.i—e�t e (2 -7 Qi- A 1 Inspection Information Project Name: L) \ (_r>vn (<" t --L- Project Address/Location: Requested Date for Inspection: T/2-9 113 Requested Time: s: 3 a AZPM Contact Name: Bf - 1 I � r\ c< 4:24L-ann\CPhone Number: Li 25 - 254(E, - 8-S Special Conditions for Consideration: ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $97.50 per hour (minimum total of $292.50). This is to be paid at the time of request. ** • LA SEP 2 3 2013 'thnn�l CENTER The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (3) hours. Signatur Printed Name: F--='c..k+4✓\ C a vin Date: 9 t2-5 J 13 !MOW* ®.nI Approved: Disapproved: Paid: 13 Receipt No: 49r- O2-1,0 1 Date of Approval/Disapproval: q/Z3�20�3 Authorized Reviewer: Remarks: H:\Permit Center Forms\Off Hours Inspection.docx • OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: /P2/Z©/3 (-Cog-AA Permit Number: ( " 1 —I 75 Y Requested By: (Zt A f\ (Y1 1 C.\L Firm/Company: 1,S we r--0-,\ tc , \ Ci_Q_r Inspection Information Project Name: W;110- c e1\ Project Address/Location: Requested Date for Inspection: '"l 1 1-7 Requested Time: ,j ilaPM Contact Name: Br:cGv• 1,'IrY-CcIN\. Phone Number: L12� - V -i E Special Conditions for Consideration: ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $97.50 per hour (minimum total of $292.50). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (3) hours. Signature:�r Date: Q//2/'Zp/3 Printed Name: iam-vi AicCen244vtrci- City Us.e ®.nlyE Approved: V Disapproved: Paid: Receipt No: Date of Approval/Disapproval: COZA.3 Remarks: Authorized Reviewer: -14 H:\Permit Center Forms\Off Hours Inspection.docx '"'PERMIT COORD COPiV• PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-178 DATE: 05/21/13 PROJECT NAME: SITE ADDRESS: WILBUR ELLIS CO 16300 CHRISTESEN RD, STE 135 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: /Y(/. os'21.13 wilding Division Public Works \ 4/9 G 40A C S-29- 3 vAtoN OC/n. Planning Division m Fire Prevention Structural • ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete )id Comments: Incomplete ❑ DUE DATE: 05/23/13 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 06/20/13 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 0 PW 0 Staff Initials: 410 1 PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. ,D%j- /%8 By: IBC Edition O% & State Amend. Date: 3-.2 Project title: lilt$4 v EA. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 —Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. (Sic, Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. G -----Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. ®Review for conformity with requirements for fire protection systems of Chapter 9. ©eview for conformity with requirements for means of egress requirements of Chapter 10 —ieview for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 't — Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR'S RESPONSIBILITY' Lai( Before bidding or starting any construction work, you are required to obtain a written asbestos report from the building owner or owner's agent. The report must be based on a survey by an accredited AHERA building inspector unless the building owner assumes materials in the structure are asbestos or has other convincing documents showing asbestos is not present in the work area. A building owner may know asbestos has been removed during prior work or that a new building has been constructed using materials certified to be asbestos free. If you discover suspect asbestos materials, you must report them to the building owner within 24 hours. Asbestos materials may be found in enclosed structures or between other materials, where they are not accessible before work. State law specifies a minimum $250 per day fine for failure to obtain the asbestos report. This fine can be applied to both the contractor and building owner. Additional fines may be applied if workers are exposed to airborne asbestos. Washington State Department of Labor & Industries regulations & policy with regards to asbestos removal. A Copy of the asbestos report must be made available to the building inspector prior to the first inspection. In addition, if asbestos has been found, confirmation of the completed abatement work must be provided to the building inspector. Inspection scheduling will not be accepted until this documentation is received by the building inspector. Contractors or Tradespeople' ter Friendly Page General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ELLSWORTH BUILDERS INC UBI No. 601283383 Phone 4254822904 Status Active Address 8425 219Th St Se Ste 100Th License No. ELLSWBI099CF Suite/Apt. License Type Construction Contractor City Woodinville Effective Date 2/6/1991 State WA Expiration Date 2/14/2014 Zip 98072 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date ELLSWORTH, ANNA L Cancel Date 01/01/1980 Amount ELLSWORTH, THOMAS ALLEN President 02/06/1991 BKW52030787 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 OHIO CAS INS CO 2917483 02/06/2002 Until Cancelled $12,000.00 02/14/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 14 West American Ins Co BKW52030787 02/06/2013 02/06/2014 $1,000,000.0002/08/2013 13 WEST AMERICAN INS CO BKW52030787 02/06/2011 02/06/2013 $1,000,000.0001/09/2012 12 0010 CAS INS BK052030787 02/06/2009 02/06/2011 $1,000,000.0001/04/2010 11 0010 CAS INS BK052030787 02/06/2008 02/06/2009 $1,000,000.0001/24/2008 10 OHIO CASUALTY INS CO BK052030787 02/06/2007 02/06/2008 $100,000.00 01/22/2007 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period o c)AL")‘'-- uv) https://fortress.wa.gov/lni/bbip/Print.aspx 07/08/2013 z Dwg: E:\WILBUR\MASTER\I-0.0.DWG ccJC Pen Table: JPC STD.CTB ur JLL]L � s Riverview Plaza Floors 1 & 2 Site Plan Scale: 1/40"-l'- 0" AREA OF WORK REQUIRED FOR: Mechan8cal Electrical ta Plumbing 1 Gas Piping City of Tukwila BUILDING DIVISION ZIT" DARK 0 0 0 RISTI- \SI -- 1 1111111111111 1111111111111111111111111r 1 r 1111111.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIIL J 11111111111 1 1 U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L AD 111111 11 111111 II Iln 11 I Him IIS J 11111111111111111111, 0 10 25 50 1 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2013 9J City of u wila BUILDING ISION if Drawing Index Sheet Number 1-0.0 1-0.1 1 -CS -1 I -CS -2 1-1.1 1-1.2 1-3.1 1-3.2 1-4.1.1 1-4.1.2 1-4.2.1 1-4.2.2 1-6.1 1-6.2 1-8.1 1-9.1 1-10.1 Sheet Title Cover Sheet & Site Plan -General Notes & Symbols 1st Floor Codes Summary 2nd Floor Codes Summary 1st Floor Demolition Plan 2nd Floor Demolition Plan 1st Floor Plan 2nd Floor Plan 1st Floor Reflected Ceiling Demolition Plan 1st Floor Reflected Ceiling Plan 2nd Floor Reflected Ceiling Demolition Plan 2nd Floor Reflected Ceiling Plan 1st Floor Finish Plan and Schedule 2nd Floor Finish Plan and. Schedule Elevations Construction Details Door Schedule, Elevations, And Details Code Information: PROJECT ADDRESS: RIVERVIEW PLAZA - FLOORS 1 & 2 16300 CHRISTENSEN ROAD SUITE 135 TUKWILA, WA 98188-3419 CONSTRUCTION TYPE: TYPE - V -N FULLY SPRINKLERED ZONE: TUC OCCUPANCY: B BUSINESS TENANT SQUARE FOOTAGE: (area of work) 26,676 SF ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE DEFERRED SUBMITTAL. APPLICABLE Building Code Fire Code Energy Code Mechanical Code Electrical Code Plumbing Code Zoning Code Accessibility Code Legal Description: EDITIONS OF BUILDING CODES: 2009 INTERNATIONAL BLDG CODE (IBC), WAC 51-50 2009 INTERNATIONAL FIRE COBE (IFC), INCL. APPENDIX B&C 2009 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11 2009 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51-52 JUNE 22, 2009 WA CITIES ELECTRICAL CODE, PARTS 1 & 3 AS PUBLISHED BY WA ASSOC. OF BLDG OFFICIALS 2009 UNIFORM PLUMBING CODE (UPC), WAC 51-56 & 51-57 INCL. APPENDIX CHAPTERS H & L - EXCL. SECTIONS L5 -L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6-4 OF APPENDIX L CITY OF 1,.A AJ IUA 2003 ACCESSIBLE & USABLE BUILDINGS & FACILITIES (ICC/ANSI A117.1) WAC 51-50-005 TAX PARCEL #: 2523049078 POR GL 1 OF SEC 25-23-04 DAF - BEG SW COR PARCEL 4 OF CITY OF TUKWILA SHORT PLAT NO 78 -16 -SS RECORDING NO 7906050098 TH N 00-14-00 W 210 FT TAP OF CURVE TH NLY 104.72 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 40 FT RADIUS PT BEARING N 00-14-00 W THRU C/A 150-00-00 TAP OF REV CURVE TH NLY 41.89 FT ALG ARC OF TANGENT CURVE TO RGT RAD 40 FT THRU C/A 60-00-00 TAP OF TANGENCY TH N 00-14-00 W 121.31 FT TH N 89-46-00 E 115.50 FT TH N 00-14-00 W 8.50 FT TH N 89-46-00 E 98.50 FT TH N 00-14-00 W 8.50 FT TH N 89-46-00 E 24.61 FT TH S 60-14-00 E 17.19 FT TH N 29-46-00 E 49.36 FT TAP OF CURVE TH NLY 52.96 FT ALG ARC OF TANGENT CURVE TO LFT RAD 320 FT THRU C/A 09-28-59 TAP ON SD CURVE TH S 77-75-04 E 30.59 FT TH S 12-34-56 W 28 FT TH S 77-25-04 E 105.59 FT TH S 31-16-45 W 11.09 FT TH S 34-31-52 W 60.54 FT TH S 30-51-21 W 61.78 FT TH S 13-16-05 W 53.94 FT TH S 15-57-27 W 51.82 FT TH S 13-48-40 W 54.33 FT TH S 00-38-22 E 62.39 FT TH S 00-18-55 W 41.21 FT TH S 07-39-16 E 53.77 FT TH S 18-27-46 E 56.37 FT TH S 27-57-17 E 8.24 FT TH N 89-47-00 W 343.34 FT TO POB AKA REVISED LOT 3 OF CITY OF TUKWILA BDRY LN ADJ NO 81-40 BLA RECORDING NO 8112160540 REVISING CITY OF TUKWILA BDRY LN ADJ NO 81-1 BLA RECORDING NO 8102050389 Vicinity Map AREA OF WORK FILE COPY ft No. Ply 111 D rte; ■ ctes not autho tza or odnance. Recdpt Feil: J 100 1 ING DIVISION 200 1 Property Manager: UNICO PROPERTIES, LLC 1215 4TH AVENUE SUITE 600 SEATTLE, WA 98161 (206) 628-5050 ROSS PEYTON rossp©unicoprop.com Tenant: WILBUR ELLIS COMPANY 16300 CHRISTENSEN ROAD SUITE 135 & 230 TUKWILA, WA 98188-3419 CAROL GRASSO cgrasso@wecocbc.com Architect: JPC ARCHITECTS, PLLC 909 112TH AVE NE SUITE 206 BELLEVUE, WA 98004 (425) 641-9200 DAN BUTLER - EXT. 326 danbc jpcarchitects.com ROBERT CHAU EXT. 331 robertc@jpcarchitects.com General Contractor: GC -TBD LIC. NO. 12190)-1•1$ JPC ARCHITECTS 909 -112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila -Building Division. NOTE: Rcvisicns will require a new plan submittal and may include additional plan review fees. REGISTERED ARCHITECT DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER Cover Sheet & Site Plan 1-0.0 © 2013, JPC Architects, PLLC U z Dwg: E:\WILBUR\MASTER\I-0.1.DWG sazX Pen Table: JPC STD.CTB Date/Time: 4/18/2013 2:45 PM Abbreviations: General Notes: Demolition Notes: Electrical Notes: Reflected Ceiling Notes: A C AIR CONDONING T ACOUSTICAL CEIUNG TILE AFF ABOVE FINISH FLOOR ALT. ALTERNATE APPROX. APPROXIMATE BD BOARD BLDG BUILDING BLK BLOCK BL<G BLOCKINGTRANSPORTATION BOT BOTTOM B/S BUILDING STANDARD BU BUILT UP CAB CABINET CLC CEILING CLR cLEAR(ANCE) COL COLUMN CONC CONCRETE CONS CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CT CERAMIC TILE CTR CENTER DEMO DEMOUTION DTL DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWNARE DR DOOR DWG DRAWING DRW DRAWER E EAST EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EXIST EXISTING EXP EXPANSION FEC FIRE EXTINGUISHER CABINET FF FACTORY FINISH FH FULL HEIGHT FIN FlNISH(ED) FLR FLOOR FLUOR FLUORESCENT Folc FUR AISH BY OWNER, INSTALL BY CONTRACTOR FOS FACE OF STUD(S) FOC FACE OF CONCRETE FT FOCEOT OFFE FINISH FT FOOT/FEET FUR FURRED/FURRING GA GAUGE GC GENERAL CONTRACTOR GL GLASS/GLAZING GWB GYPSUM WALL BOARD HC. HOLLOW CORE HCPD HANDICAPPED HDR HEADER36.MULTIPLE HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HRT HOUR HVAC HEATING VENTILATING AIR CONDONING INSUL INSULATION JAN JANITOR JT JOINT KIT KITCHEN LAM LAMINATE(D) LAV LAVATORY LH LEFT HAND MAX MAXIMUM MECH MECHANICAL MTL METAL MEZ MEZZANINE MFR MANUFACTURE(R) MIN MINIMUM M MISCELLANEOUS MTD MOUNTEDOUNTED MUL MULLION N NORTH NIC NOT H CONTRACT INNTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND OPNG OPENING P -LAM PLASTIC LAMINATE PNL PANEL PR PAIR PTN PARTITION RAD RADIUS RB RESILIENT BASE RT RESIUENT TILE REF REFERENCE REFR REFRIGERATOR REINS REINFORCING REQ REQUIRED REV REVISION RH RIGHT HANDALL RM ROOM RO ROUGH OPENING S SOUTH SC SOLD CORE SEAL SEALANT SECT SECTION SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STt� STOR STORAGE STRUC STRUCTURAL SUSP SUSPENDED TEL TELEPHONE TEMP TEMPERED TFTI TENANT FURNISHED & TENANT INSTALLED THK THICK(NESS) THRESH THRESHOLD TV TELEVISION TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VEN VENEER VERT VERTICAL VESTI VESTIBULE VFY VERIFY VWC VINYL WALL COVERING w WEST/WIDE W/ WITH ES WD WOOD W/0 wmioUT WT WEIGHT 1DREFERTO S ' ING SPECIFICATIONS REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTIONALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE BUILDING OWNER & TENANT, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL-MOUNTEDFLASH FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION IN SO FAR AS PRACTICAL AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING). 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED.U.N.O. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION IN SO FAR AS PRACTICAL, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE/UFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEIUNGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH BUILDING OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY BUILDING OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, REUTES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FORn THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS, PLUMBING AND PLUMBING EQUIPMENT. 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK. 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION ESTIMATING/BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL "ON GRADE SLAB CONDITIONS". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SUB -CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION/FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUN -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION/APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO -GRAPH AND/OR X-RAY) TO LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT FOR FUTURE RE -INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE -COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE -INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE -COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE -INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE RESISTANT BOND. ATTACH NEW INFILL INTO EXISTING CONCRETE SLAB WITH 18 INCH LONG -1 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES THE EXISTING CONCRETE SLAB WITH HILTI HY-150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURERS RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACES) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN,REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & OPERATIONAL MANNER. 35. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS. 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOUTION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN"BY CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORSCH, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 15. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS PRACTICAL AND ALLOWED BY LAW. 1. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.O.. ELECTRICAL ENGINEERS POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1'-0", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. . 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF ELECTRICAL ROUGH -IN, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR GWB INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.N.O. 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TOA WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE-PIECE TYPE, U.N.O. 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALLCOVERINGS & CARPET SPECIFIED. 15. POWER/DATA/TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. 16. THE FURNITURE ELECTRICAL IS AN 8 -WIRE, 4 -CIRCUIT (2 -GROUNDS & 2 -NEUTRALS) SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8 -WIRE CONFIGURATION. 17. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION. 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N.. SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE OUTLET FINISHES: 1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEIUNG SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEIUNG HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 21X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEIUNG TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES. 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. ISOLATED GROUND- GRAY • UPS- ORANGE ALL OTHERS- MATCH BUILDING STANDARD SWITCH FINISH: MATCH BUILDING STANDARD COVERPLATE FINISH: MATCH BUILDING STANDARD (INCLUDES ALL COVERPLATES-POWER/VOICE/DATA) Symbol Legend: Dimension Notes: Door Notes: Finish Notes: 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, U.N.O. 3. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 4. DIMENSIONS MARKED f MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL 5. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATIONS OF NEW O CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 6. REFER TO REFLECTED CEIUNG PLANS FOR SOFFITS, AND CEILING HEIGHTS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB U.N.O. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9. ALL DOORS SHALL HAVE 1'-6" CLR. ON STRIKE/PULL SIDE AND 1'-0" CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. 4.5. 5. THRESHOLDS AT DOORWAYS SHALL BE " MAXIMUM IN HEIGHT. PER ICC/ANSI A117.1-2003 SECTION 404.2.4. 6. ICC/ANSI A117.1-2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED &USABLE FROM BOTH SIDES. 7. ICC/ANSI A117.1 - 2003 SECTION 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. 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. 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGRESS PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 9. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. yM ~- �, u...� ._ . r... . REVIEWEDFOR CODE COMPLIANC APPROVEDFIRE MAY 2 9 2013 - • City of Tukwila BUILDING DIVISION 1. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. 2. ALL AREAS TO RECEIVE RB -1 U.N.O. 3. ALL WALLS & PARTITIONS TO RECEIVE P-1 U.N.O. 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. 6. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO RECEIVE NEW PAINT FINISH. PREP SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS 7.CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 8. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME -RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) g ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON-PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON-PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. 11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUTE -CRI CARPET INSTALLATION STANDARD -CURRENT EDITION. 12. PROVIDE FINISHED SCRIBE.STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT". 13. CONTRACTOR TO CLEAN AND REPAIR ALL EXISTING EXTERIOR GLAZING AND INTERIOR RELITE MINI -BUNDS WITHIN THE WORK AREA. .. RECEIVED CITY OF TUKWILA MAY 2 1 2013 bi 430a. 7 PERMIT CENTER 2306 ROOM NUMBER REFERENCE ( 2306) DOOR NUMBER REFERENCE. iso REVISION REFERENCE © REFERENCE KEY (REFER TO SHEET/KEY NOTES) I-10.3 INTERIOR ELEVATION SYMBOL BUBBLE 1-10.3 DETAIL REFERENCE 4 JOB NORTH JPC ARCH 909 112th Avenue NE Bellevue, WA 98004 TECTSDESIGN Wilbur 2nd Floor Riverview 16300 Christensen Suite 206 Seattle, WA � � .r . _.. • JPC DRAWN RC � � General Notes & CHECKED DB NO. 13-0303 Symbols IO. • 1 © 2013, JPC Architects, PLLC 05.20.13 PERMIT SET EIIis � , ' ' REGISTERED ARCHITECT ..sem= STATE OFV L. -- Expansion Plaza Rd. 98188 LARGE CONF. RM LUGGAGE DROP.—OFF PHONE ROOM PRIVATE OFFICE LARGE CONF. RM 20'-0" 20'-0" STORAGE. TRAINING ROOM PRIVATE OFFICE RECEPTION 20'-0" 20'-0" 20'-0" 20'-0 20'-0" 20' —0" • CE CATERING DW PRIVATE OFFICE PRIVATE OFFICE (Alk 1st Floor Exit Plan Scale: 1/8"=1 '-0" MIR MAIL/COPY R OM TOTAL EXIT ACCESS TRAVEL_ DISTANCE = 95'-5" 1 NIE a PRIVATE OFFICE CLOSET - 1°I COFFEE BAR SCS. MNGR. OFFICE (E) APPL. MNGR. OF ICE (E) APPL. MNGR. OFFICE (E) PROG. MNGR: OFFIC.E (E) DEV. MNGR. OFFICE (E) COPY 8X8 .11 FILE ROOM T TAL EXIT ACCESS TRAVEL DISTANCE = 183'-10" OFFIC.= (E) CNC OFFIC.E (E) WORK XTAATION BREAK ROOM CONFERENCE ROOM PRIVATE OFFICE 20'-0" 20'-0" PRIVATE OFFICE PRIVATE OFFICE COMMON PATH OF TRAVEL. = 60'-2" SERVER ROOM SERVER SERVER P4ION AIR • PRIVATE OFFICE ti3 178 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER Key Notes: General Notes: Legend: Code Notes: 1. MEANS OF EGRESS ILLUMINATION: THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AT AN ILLUMINATION LEVEL NOT LESS THAN 1 -FOOT CANDLE (10 LUX) AT THE WALKING SURFACE LEVEL PER IBC 1006. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY BACK—UP PER IBC 1006.3. "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100'-0" (75'-0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION #1. "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300'-0" (200'-0" FOR NO QUICK RESPONSE OR NON SPRINKLERED)AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. 1. TOTAL USABLE AREA ON FIRST FLOOR: 12,891 USF 2. 12,891 SF/100 = 129 OCCUPANTS ON FIRST FLOOR: 129/2 = 65 PER EXIT. 3. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 65 X 0.2 = 13 MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (1) 36" DOOR AT SOUTH STAIR AND (1) 36" DOOR AT WEST ENTRY. 4. ALL CONFERENCE ROOMS UNDER 50 OCCUPANTS (OR 750 SF) TO BE CONSIDERED B OCCUPANCY PER IBC 303.1 EX. #2. 5. MINIMUM (2) EXITS REQUIRED PER IBC 1019.1, (2) EXITS HAVE BEEN PROVIDED. 6. UNLESS NOTED OTHERWISE, DOORS WITH CARD READERS SHALL BE FAIL—SAFE. JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET D. ,IEL H. 01577,. STATE OF V�v •: DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 1st Floor Codes Summary I-cs-1 © 2013, JPC Architects, PLLC U Z 20'—O" 20'-0" 20'-0" 20'-0" 20'_O" 20'-0" 20'-0" 20'-0" 20'—O" PRIVATE OFFICE CONFERENCE ROOM PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE OPEN OFFICE RECEPTION COFFEE MEETING ROOM CONFERENCE ROOM STORAGE OPEN OFFICE OPEN AREA PRIVATE OFFICE PRIVATE OFFICE TOTAL EXIT • CCESS TRAVEL _ _ DISTANCE = 147'-1 " CLOSET EQUIPMENT STORAGE BREAK ROOM OPEN OFFICE OPEN OFFICE BREAK AREA COMMON PATH OF TRAVEL = 49'-3" OPEN OFFICE OPEN OFFICE PRIVATE OFFICE PRIVATE OFFICE N mm g o O 2nd Floor Exit Plan 111, Scale: 1/8"=1'-0" Scale: 1/8"=1'-0" PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE R&D NETWORK LAB REVIEWED FOR CODE COMPLIANCE APPROVED MAY 292013 City of Tukwila BUILDING DIVISION D�3�178 Key Notes: General Notes: Legend: Code Notes: O 1. MEANS OF EGRESS ILLUMINATION: THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AT AN ILLUMINATION LEVEL NOT LESS THAN 1—FOOT CANDLE (10 LUX) AT THE WALKING SURFACE LEVEL PER IBC 1006. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY BACK—UP PER IBC 1006.3. "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100'-0" (75'-0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION #1. "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300'-0" (200'-0" FOR NO QUICK RESPONSE OR NON SPRINKLERED)AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. 1. TOTAL USABLE AREA ON SECOND FLOOR: 13,785 USF 2. 13,785 SF/100 = 138 OCCUPANTS ON SECOND FLOOR: 138/2 = 69 PER EXIT. 3. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 69 X 0.2 = 13.8 MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (1) 36" DOOR AT SOUTH STAIR AND (1) 36" DOOR AT CENTRAL STAIR. 4. ALL CONFERENCE ROOMS UNDER 50 OCCUPANTS (OR 750 SF) TO BE CONSIDERED B OCCUPANCY PER IBC 303.1 EX. #2. 5. MINIMUM (2) EXITS REQUIRED PER IBC 1019.1, (2) EXITS HAVE BEEN PROVIDED. RECEIVED CITY OF TUKWILA MAY 21 2013 JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET CUT STATE OFSriC: DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 PERMIT CENTER 2nd Floor Codes Summary I -CS -2 © 2013, JPC Architects, PLLC OPEN OFFICE COMMON PATH OF TRAVEL = 49'-3" OPEN OFFICE OPEN OFFICE PRIVATE OFFICE PRIVATE OFFICE N mm g o O 2nd Floor Exit Plan 111, Scale: 1/8"=1'-0" Scale: 1/8"=1'-0" PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE R&D NETWORK LAB REVIEWED FOR CODE COMPLIANCE APPROVED MAY 292013 City of Tukwila BUILDING DIVISION D�3�178 Key Notes: General Notes: Legend: Code Notes: O 1. MEANS OF EGRESS ILLUMINATION: THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AT AN ILLUMINATION LEVEL NOT LESS THAN 1—FOOT CANDLE (10 LUX) AT THE WALKING SURFACE LEVEL PER IBC 1006. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY BACK—UP PER IBC 1006.3. "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100'-0" (75'-0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION #1. "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300'-0" (200'-0" FOR NO QUICK RESPONSE OR NON SPRINKLERED)AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. 1. TOTAL USABLE AREA ON SECOND FLOOR: 13,785 USF 2. 13,785 SF/100 = 138 OCCUPANTS ON SECOND FLOOR: 138/2 = 69 PER EXIT. 3. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 69 X 0.2 = 13.8 MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (1) 36" DOOR AT SOUTH STAIR AND (1) 36" DOOR AT CENTRAL STAIR. 4. ALL CONFERENCE ROOMS UNDER 50 OCCUPANTS (OR 750 SF) TO BE CONSIDERED B OCCUPANCY PER IBC 303.1 EX. #2. 5. MINIMUM (2) EXITS REQUIRED PER IBC 1019.1, (2) EXITS HAVE BEEN PROVIDED. RECEIVED CITY OF TUKWILA MAY 21 2013 JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET CUT STATE OFSriC: DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 PERMIT CENTER 2nd Floor Codes Summary I -CS -2 © 2013, JPC Architects, PLLC 0 Z cd 20'-0" 1st Floor Demolition Plan 20'-0" ICE DW 20'-0" 20'-0" 20'-0" 20'-0" IFScale: 1/8"=1'-0" 1 ■� L 11 In L—_� c (1� 20'-0" 20'-0" SCOPE OF WORK 1 1 1 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2013 DIVISIONTukwila b(3%. 178 co 0 0) N 0 0 M Key Notes: Plan Notes: Partition Legend: NOT USED. DEMOLISH EXISTING CARPET IN ALL AREAS, UNLESS OTHERWISE INDICATED. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS: PROTECT EXISTING LOBBY CARPET THROUGHOUT LENGTH OF CONSTRUCTION. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. EXISTING LOBBY AND CONFERENCE CENTER FLOORING SHALL REMAIN. DEMOLISH EXISTING PARTITION WALLS (PARTIAL, GRID HEIGHT & FULL HEIGHT) PROTECT EXISTING ADJACENT SURFACES, INCLUDING BUT NOT LIMITED TO CEILING, ADJACENT WALLS AND FLOORING. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION: ® REMOVE EXISTING DOORS, FRAMES, SIDELITES AND HARDWARE. CONFIRM SALVAGE REQUIREMENTS WITH LANDLORD. O NOT USED. 1. EXISTING VCT FLOORING IN LUNCHROOM AREAS SHALL REMAIN. EEffEEIM EXISTING PARTITION TO BE REMOVED EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS RECEIVED CITY OF TUKWILA MAY 21 2013 PERMIT CFNTFR JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET STATE OF WAST -E. Ga' DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 1st Floor Demolition Plan © 2013, JPC Architects, PLLC 20'-0"- 20'-0" 20'-0 20'-0" 20'-0" 20'-0" 20'-0" 20'-0 20'-0" 20'-0" 20'-0" 20'-0 L. D II o. `II Do )�-- 6-F TYP. DE: I c 0 13- 3- k DDI `. V i \ IL L 0ILA tll�. IN I �I L --- A II 1 TYP. cTio II —�r-- 1 1 1 1 rrJJ D 14D Pen Table: JPC STD.CTB 0 co � E o O SCOP J 1 1 1 1 OF WORK r 2nd Floor Demolition Plan Scale: 1/8"=1'-0" Scale: 1/8"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 29 2013 City of Tukwila BUILDING DIVISION J b13 17 9 0o 0 am N 0 0 r) Key Notes: Partition Legend: 1O NOT USED 0 DEMOLISH EXISTING FCARPET IN ALL AREAS, UNLESS OTHERWISE INDICATED. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. DEMOLISH EXISTING PARTITION WALLS (PARTIAL, GRID HEIGHT & FULL HEIGHT) PROTECT EXISTING ADJACENT SURFACES, INCLUDING BUT NOT LIMITED TO CEILING, ADJACENT WALLS AND FLOORING. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. REMOVE EXISTING DOORS, FRAMES, SIDELITES AND HARDWARE (UNLESS OTHERWISE REQUESTED TO BE RETAINED). CONFIRM SALVAGE REQUIREMENTS WITH LANDLORD. DEMOLISH AND DISPOSE OF EXISTING KITCHENETTE CABINETRY (UNLESS OTHERWISE REQUESTED TO BE RETAINED). TERMINATE AND CAP ALL EXISTING SUPPLY/WASTE LINES BEHIND WALL AND/OR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNLESS NOTED OTHERWISE. CABINETRY TO BE LOCATED TO ROOM 2221. GC TO ALTER CONFIGURATIONS AS REQUIERED FOR THE REINSTALLATION. EXISTING PARTITION TO BE REMOVED EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS RECEIVED CITY OF TUKWILA MAY 21 2013 PERMIT CENTER JPC ARCHITECTS 909 112th Avenue NE Suite 206. Bellevue, WA 98004 WiIburEIIis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 2nd Floor Demolition Plan I-1 .2 © 2013, JPC Architects, PLLC REVIEWED FOR CODE COMPLIANCE APPROVED MAY29 2013 LARGE CONF. RM LARGE CONF. RM PRIVATE OFFICE APPL. MNGR. OFIICE (E) PRIVATE OFFICE PRIVATE OFFICE TRAINING ROOM. LUGGAGE DROP.—OFF 103 PHONE ROOM CATERING PRIVATE OFFICE 126 CLOSET COPY $$ CNC OFFICE (E) 1 1 1 1 11 1 1 1 WORK$ STATION AREA PRIVATE OFFICE BREAK ROOM SERVER OM SERVER SERVER C BAR E PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE 1st Floor Plan • Scale: 1/8"=1'-0" SCOPE OF WORK i78 Symbols Legend:. Partition Legend: Key Notes: RELOCATED DEDICATED HVAC UNIT. LOAD ESTIMATED TO BE 33,500 BTU/HR. COORDINATE UNIT SIZE WITH TENANT. EXISTING SERVER RACKS TO REMAIN. REPLACE DAMAGED DOOR WITH NEW B/S DOOR OR SALVAGE. EXISTING CARD READER. TO BE REMOVED. REPLACE LOCKSET WITH LATCHSET. RELOCATED ELECTRICAL PANEL ALL POWER DISTRIBUTION SHALL BE RECONNECTED TO NEW PANEL LOCATION. PROVE PRICE ALTERNATE PRICE FOR EXHAUST FAN IN LUNCHROOM O RELOCATED DOOR, GC TO VERIFY BUILDING STOCK OR SALVAGE FROM DEMO. NEW OR RELOCATE EXISTING HARDWARE FROM SERVER ROOM DOOR. RELOCATED DOOR AND FRAME. O NEW WORKSTATIONS PALNNED FOR THIS AREA. F.E.C. O 0 0 BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE CORE DRILL J—BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER WALL TAG NO DESIGNATION = EXISTING N = NEW &/OR RELOCATED (COORDINATE RELOCATED ITEMS. W/ARCHITECT) D = DEMOLISH EXISTING PARTITION TO BE REMOVED EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS GRID HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. NOT USED FULL HEIGHT PARTITION TO STRUCTURE. REFER TO DETAIL 5/1-9.1 RECEIVED CITY OF TUKWILA MAY 2 1 2013 JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET . •�REGISTE CEO ARCHITECT E • I'GaTC DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 PERMIT CENTER 1st Floor Plan -3.1 © 2013, JPC Architects, PLLC v z 0" 20'-0" 20'-0" 4 C-2 6D/3V PRIVATE PRIVATE PRIVATE PRIVATE OFFICE PRIVATE PRIVATE 0 PRIVATE OFFICE PRIVATE OFFICE PRIVATE OPEN OFFICE COFFEE ALIGN 5 (N) (18"AFF) (N) (52"AFF) w AV (N)(52"AFF) AV (N)(18'AFF) c) RECEPTIO CONFERENCE ROOM OPEN AREA PRIVATE OFF CE PRIVATE OFFICE NOIIV 2200 ) ALIGN 0 N011V ALIGN CLOSET 12220A AV (N)( 2"AFF) CONFERENCE (491(52"AFF) ROOM AV (N)(52"AFF) 2231 (N) (52"AFF) AV (N)(52"AFF) EQUIPMENT STORAGE BREAK ROOM OPEN OFFICE OPEN OFFICE O :': :: ill 0 N o OPI�, 2235 NOIIV OPEN OFFICE PRIVATE OFFICE PRIVATE PRIVATE PRIVATE R&D NETWORK LAB 2nd Floor Plan Scale: 1 /8"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 292013 City of Tukwila B'v'ILDING DIVISION Key Notes: Key Notes: Symbols Legend: @1 RELOCATED COFFEE/KITCHEN CABINETS. PROVIDE NEW PLAM TOP. NOT USED 0 PROVIDE BACKING FOR WALL MOUNTED SCREENS SIDE BY SIDE. PROVIDE OUTLETS, NETWORK AND DOUBLE GANG BOX BEHIND EACH SCREEN AT 18" A,F.F.. PROVIDE 2" FLEX CONDUIT CONNECTIONS AV BOXES AND UNDER TABLE. PROVIDE ELECTRICAL CONNECTION OF TENANT PROVIDED SYSTEM FURNITURE. ASSUME 8 WIRE POWERED PANEL SYSTEM. PROVIDE PATHWAY FOR TENANTS LOW VOLTAGE CABLING ASSUMING 2 CABLES PER DESK. PROVIDE BACKING FOR WALL MOUNTED A.V. DISPLAY. PROVIDE OUTLET', NETWORK, AND DOUBLE GANG AV BOX BEHIND SCREEN AND ® 18" A.F.F. PROVIDE 2" FLEX CONDUIT CONNECTIONS A.V. BOXES. NEW 4'X10BACK PAINTED GLASS WRITING SURFACE. REFER TO ELEV. 5/1-8.1. 3/8" TEMPERED GLASS WALL BUTT GLAZED WITH 3M PRIVACY FILM. WILBUR ELLIS LOGO INCORPORATED ONTO THE DESIGN: PC CONFIGURATION LAB, ASSUME 8 PC'S OPERATING AT ONE TIME FOR HVAC DESIGN. NEW BLDG. STANDARD RELITE. F.E.C. O A (';%•17g Partition Legend: BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE - DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE CORE DRILL PROVIDE POWER AND NETWORK/PHONE JACKS J—BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING. PROXIMITY CARD READER ®- WALL TAG NO DESIGNATION = EXISTING N = NEW &/OR RELOCATED (COORDINATE RELOCATED ITEMS W/ARCHITECT) D = DEMOLISH EXISTING PARTITION TO BE REMOVED EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS GRID HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. NOT USED FULL HEIGHT PARTITION TO STRUCTURE. REFER TO DETAIL 5/1-9:1 RECEIVED CITY OF TUKWILA MAY 21 2013 PERMIT CENTER JPC ARCHITECTS 909 112th AvenueNESuite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET REGISTERED ARCHITECT DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 2nd Floor Plan -3.2 © 2013, JPC Architects, PLLC Author. MATT 3 m X 6 0 0 1st Floor Demolition Reflected Ceiling Plan Scale: 1/8"=r-0" 11., 1 SCOPE OF WORK REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2013 City of Tukwila BUILDING DIVISION 0o r) 0 CN 0 0 r) C3) s613-178 Key Notes: Demolition Reflected Ceiling Plan Notes: Symbols Legend O EXISTING LOBBY AND CONFERENCE AREA HAS BEEN UPGRADED. NO WORK REQUIRED. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING TO REMAIN LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. REPLACE ALL EXISTING 2X2 AND 2X4 PRISMATIC LENSE FIXTURES WITH NEW BUILDING STANDARD DIRECT/INDIRECT TROFFERS. 4. EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID TO REMAIN. ALL CEILING TILE WITH NEW BUILDING STANDARD TILE. HATCHED AREA INDICATE AREA TO BE UPGRADED. TYPE SYMBOL MFG. DESCRIPTION TYPE SYMBOL MFG. DESCRIPTION SWITCH $3 SWAY SWITCH BLDG STD BLDG STD EXIT LIGHT F-3 0 BLDG STD 6" BLDG STD RECESSED, FLU. DOWNLIGHT FIXTURE, 2-13W QUAD LAMPS BLDG STD EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE BLDG STD EMERGENCY LIGHT FIXTURE LITON o> ACCENT LIGHT SPEC: LR1409W. INSTALL FROM WALL AT DISTANCE RECOMMENDED. BY MANUFACTURER. BLDG STD DIFFUSER • BLDG STD SPRINKLER HEAD F-1 BLDG STD 2x4 FLUORESCENT FIXTURE LIGHTOLIER AVANTE F-2 BLDG STD 2x2 FLUORESCENT FIXTURE LIGHTOLIER AVANTE NO DESIGNATION = EXISTING N = NEW &/OR RELOCATED D = DEMOLISH RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 1st Floor Reflected Ceiling Demolition Plan © 2013, JPC Architects, PLIC 4 H w 3 m m U U a Al\ 1st Floor Reflected Ceiling Plan Scale: 1/8"=1'-0" SCOPE OF WORK Key Notes: Plan Notes: Symbols Legend REVIEWE®'FOR CODE COMPLIANCE APPROVED MAY 2 9 2013 City of Tukwila BUILDING DIVISION bt3--179 1 NO WORK IN THS AREA UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. 0 1. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 2. REPLACE ALL EXISTING 2X2 AND 2X4 PRISMATIC LENSE FIXTURES WITH NEW BUILDING STANDARD DIRECT/INDIRECT TROFFERS. 3. EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID TO REMAIN. ALL CEILING TILE WITH NEW BUILDING STANDARD TILE. HATCHED AREA INDICATE AREA TO BE UPGRADED. Lighting Power Budget ALLOWABLE WATTAGE PER SF SQ. FT. WATTS PER SF TOTAL ALLOWED WATTS TYPE SYMBOL MFG. DESCRIPTION TYPE SYMBOL MFG. DESCRIPTION $ SWITCH $3 3WAY SWITCH 12890 .9 11601 �eI BLDG STD BLDG STD EXIT LIGHT BLDG STD EMERGENCY LIGHT FIXTURE TYPE. WATTS/ FIXTURE QTY. TOTAL WATTS BLDG STD EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE L J\ BLDG STD DIFFUSER F-1 61 134 8,174 F-1 V I BLDG STD 2x4 FLUORESCENT FIXTURE LIGHTOLIER AVANTE • BLDG STD SPRINKLER HEAD F-2 32 29 928 F-3 32 5 160 F-2 BLDG STD 2x2 FLUORESCENT FIXTURE LIGHTOLIER AVANTE 9,262 F-3 0> LITON ACCENT LIGHT SPEC: LR1409W. INSTALL FROM WALL AT DISTANCE RECOMMENDED BY MANUFACTURER. NO DESIGNATION = EXISTING N = NEW &/OR RELOCATED D = DEMOLISH RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 1st Floor Reflected Ceiling Plan I-4.1.2 © 2013, JPC Architects, PLLC 20'-O" 20'-0" 20'-0" 20'-0" 20'-O" 20'_0" 20'-0" 20'-0" 20'-0" 20'-O" 20' _O" 1 i • 1-0 1 ❑ • ❑ ®■ ❑ iQ::_�:iliQ�..r .11iI 7101311111aii /Nis .. minallIMMI 111111111111 51111111111/111111 BIM 110==''11111111111111111111111 1 1111111111111111 "1_.-, • kil ro X trg Pen Table: JPC STD.CTB Date/time: 5/19/2013 9:45 PM Allk 2nd Floor Demolition Reflected Ceiling Plan 11, Scale: 1/8"=1'-0" Ell1111 • • • ❑ i C• 1 • i1111y 1 II 1 Y • -- In '._ IY_� 11 ❑ • 4 REVIEWED FOR CODE COMPLIANCE AP MAY 292013 City of Tukwila BUILDING DIVISION • • • '1%w- • ❑ • ❑ • • b (34 7 g 0 Demolition Reflected Ceiling Plan Notes: CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES. 2. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING TO REMAIN LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. 3. REPLACE ALL EXISTING 2X2 AND 2X4 PRISMATIC LENSE FIXTURES WITH NEW BUILDING STANDARD DIRECT/INDIRECT TROFFERS. • 4. EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID TO REMAIN. ALL CEILING TILE WITH NEW BUILDING STANDARD TILE. HATCHED AREA INDICATE AREA TO BE UPGRADED. 5. LIGHTING SHOWN TO REMAIN HAS BEEN UPGRADED TO NEW STANDARD ON THE FLOOR. Symbols Legend TYPE SYMBOL MFG. DESCRIPTION TYPE SYMBOL MFG. DESCRIPTION $ SWITCH $3 3WAY SWITCH BLDG STD BLDG STD EXIT LIGHT F-3 0 BLDG STD 6" BLDG STD RECESSED, FLU. DOWNLIGHT FIXTURE, 2-13W QUAD LAMPS BLDG STD EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE BLDG STD EMERGENCY LIGHT FIXTURE LITON o ACCENT LIGHT SPEC: LR1409W. INSTALL FROM WALL AT DISTANCE RECOMMENDED BY MANUFACTURER. r -I L J\ BLDG STD DIFFUSER • BLDG STD SPRINKLER HEAD F-1 BLDG STD 2x4 FLUORESCENT FIXTURE LIGHTOLIER AVANTE F-2 BLDG STD 2x2 FLUORESCENT FIXTURE LIGHTOLIER AVANTE NO DESIGNATION = EXISTING N = NEW &/OR RELOCATED D = DEMOLISH RFCEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET DESIGN DRAWN CHECKED NO. JPC RC DB 13-0303 2nd Floor Reflected Ceiling Demolition Plan -4.2.1 © 2013, JPC Architects, PLLC Pen Table: JPC STD.CTB SCOPtOF WORK (Allk 2nd Floor Reflected Ceiling Plan IVScale: 1/8"=1'-0" Scale: 1/8"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2013 City of Tukwila BUILDING DIVISION b(3-- 17 S Reflected Ceiling Plan Notes: Symbols Legend NOT USED 2. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT 3. EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED ACOUSTICAL TILE SYSTEM TO REMAIN. IN AREAS NOT 4. 5. NOT USED. SHALL BE DETERMINED DETERMINATION. CEILING GRID AND HATCHED. SHADED AREA TO RECEIVE NEW BLDG. STANDARD ACOUSTICAL CEILING TILES. Lighting Power Budget ALLOWABLE WATTAGE PER SF SQ. FT. WATTS PER SF TOTAL ALLOWED WATTS TYPE SYMBOL MFG. DESCRIPTION TYPE SYMBOL MFG. DESCRIPTION $ SWITCH $3 3WAY SWITCH <P. BLDG STD EMERGENCY LIGHT FIXTURE 12890 11601 lel BLDG STD BLDG STD EXIT LIGHT TYPE WATTS/ FIXTURE QTY. TOTAL WATTS BLDG STD EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE LJ BLDG STD DIFFUSER • BLDG STD SPRINKLER HEAD F-1 61 167 10,187 F-1 BLDG STD 2x4 FLUORESCENT FIXTURE DIRECT/INDIRECT F-2 32 7 224 F-2 BLDG STD 2x2 FLUORESCENT FIXTURE DIRECT/INDIRECT 10,411 NO DESIGNATION = EXISTING N = NEW &/OR RELOCATED D = DEMOLISH RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET REGISTERED ARCHITECT DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 2nd Floor Reflected Ceiling Plan I-4.2.2 © 2013, JPC Architects, PLLC 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2013 City of Tukwila BUILDING DIVISION 10) C3� 20'-0" - 20'-0" 20' —0„ 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" .. Ar/r, r,ifirrzArli:Ajoriy-- Vii.,Plitililr //r 24 Aierleer ° /041reeerzzoolsoi_,..„1„v______.._____ .0A__ 01 / jolor00,41,1wimAr": . A ,Af'riy/FrA41 1 i i L i 0 1st Floor Finish Plan IlyScale: ,i8•—,�—on 1 /8"=1'-0" SCOPE OF WORK b 13% X78 Key Notes: Finish Plan Notes: Finish Specifications 0 EXISTING CARPET TILE/VCT TO REMAIN. ® NEW PAINT AT THIS AREA TO MATCH EXISTING. 1. REPLACE ALL BROADLOOM CARPET TO BUILDING STANDARD CARPET TILES. FURNITURE SHALL BE LIFTED TO ALLOW INSTALLATION OF CARPET TILE. ASSUME OCCUPIED REMODEL FOR SCHEDULING ACTIVITIES. FLOORING CPT 1 TYPICAL FLOORING, U.N.O. MFR: MATCH EXISTING VCT 2 BASE VINYL COMPOSITION TILE MFR: MATCH EXISTING VINYL COMPOSITION TILE MFR: MATCH EXISTING RB1 TYPICAL BASE, U.N.O. MFR: MATCH EXISTING GENERAL WALL PAINT (TYPICAL U.N.0.) MFR: MATCH EXISTING COLOR NAME: COLOR NO: SHEEN: RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER JPC ARCHITECTS 909 112th Avenue NE Suite 205 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET DESIGN DRAWN CHECKED NO. JPC RC DB 13-0303 1st Floor Finish Plan and Schedule 1-6.1 © 2013, JPC Architects, PLLC U Z 20'-0" 20'-0" 20'-0" 20'-0" 20'—O" 20'-0" 20'-0" 20'-0" 20'—O" 20'—O" C•0 1 CPT CPT 1 CPT 1 CPT CPT 1 CPT CPT (_71 1 CPT CPT 1 CPT CPT 1 CPT CPT 1 CPT 1 CPT CPT CPT 1 CPT 1 CPT CPT 1 CPT 1 CPT CPT CPT csi cc cc m 0 Pen Table: JPC STD.CTB Date/Time: 5/19/2013 9:34 2nd. Floor Finish Plan 111, Scale: 1/8"=1'-0" 1 CPT TYP. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 292013 City of Tukwila BUILDING DIVISION oo N) 0 0 N I 0 N) Key Notes: Finish Plan Notes: Finish Specifications PAINT TO BE P-1 U.N.O. AT ALL AREAS NOT OBSTRUCTED BY SYSTEMS FURNITURE. NOT USED PREPARE SUBFLOOR AS REQUIRED FOR NEW SDT FLOORING. NEW FINISHES TO MATCH ADJACENT SPACE BUILDING STANDARD FINISHES. RELOCATED CABINETS. PATCH AND REPAIR AS REQUIRED. 1. REPLACE ALL BROADLOOM CARPET TO BUILDING STANDARD TILES. FURNITURE SHALL BE LIFTED TO ALLOW INSTALLATION OF CARPET TILE. ASSUME OCCUPIED REMODEL FOR SCHEDULING ACTIVITIES. FLOORING CPT TYPICAL FLOORING, U.N.O. MFR: TBD CARPET FLOORING, U.N.O. MFG: SHAW STYLE NAME: SPUN TILE COLOR NAME: KOHL STYLE NUMBER: 68597 VCT 2 BASE VINYL COMPOSITION TILE MFR: TBD VINYL COMPOSITION TILE MFR: TBD R131 TYPICAL BASE, U.N.O. MFR: MATCH EXISTING GENERAL WALL PAINT (TYPICAL U.N.0.) MFR: TBD COLOR NAME: COLOR NO: ACCENT WALLS MFR: TBD COLOR NAME: COLOR NO: SHEEN: CASE WORK PL1 PLASTIC LAMINATE MFR: TBD RECEIVED CITY OF TUKWILA MAY 21 2013 PERMIT CENTER JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 2nd Floor Finish Plan. and Schedule I-6.2 © 2013, JPC Architects, PLLC x U Z CD u co w 0 Pen Table: JPC STD.CTB Date/Time: 5/19/2013 9:50 PM 10,-0" 6 EQUAL IrIPPIP‘P I1.J 3,_8" 3'—O" ■ 3'— " Ek Abi NW NEW Break Room #2234 Elevation PLASTIC LAMINATE (PL -2) UPPER CABINETS WITH (2) 0 ADJUSTABLE I, SHELVES PLASTIC LAMINATE (PL -1) COUNTER TOP. PLASTIC LAMINATE (PL -2) BASE CABINETS RUBBER BASE AS SCHEDULED Scale: 3/8" = 1'-0" 0 0 0 0 VARIES 1'-0" 0 1'-0' n Team Area #2106 Elevation BACK PAINTED GLASS WRITING SURFACE W/ALUM. FRAME, MAP CLIPS, TACK RAIL & ACCESSORY TRAY, TYP. Y4" STAINLESS STEEL STANDOFFS. 4" RESILIENT BASE (RB -1) 0 N Open Area #2201 Elevation PLASTIC LAMINATE (PL -3) UPPER CABINETS WITH (2) ADJUSTABLE SHELVES PLASTIC LAMINATE (PL -4) COUNTER TOP. PLASTIC LAMINATE (PL -3) BASE CABINETS RUBBER BASE AS SCHEDULED Scale: 3/8" = 1'-0" \ 0 II N 0 N 0 2 EQ. Break Room #2211 Elevation PLASTIC LAMINATE (PL -2) UPPER CABINETS WITH (2) ADJUSTABLE SHELVES PLASTIC LAMINATE (PL -1) COUNTER TOP. PLASTIC LAMINATE (PL -2) BASE CABINETS RUBBER BASE AS SCHEDULED 0 0 3 EQ. Coffee Area #2104 Elevation PLASTIC LAMINATE (PL -2) UPPER CABINETS WITH (2) 0 ADJUSTABLE SHELVES PLASTIC LAMINATE (PL -1) COUNTER TOP. PLASTIC LAMINATE (PL -2) BASE CABINETS RUBBER BASE AS SCHEDULED Scale: 3/8" = 1'-0" Break Room #2211 Elevation Scale: 3/8"= 1'-0' Scale: 1'-0" Scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" 0 3'-0" Coffee Area #2104 Elevation Scale: 3/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED. MAY 292013 City of Tukwila BUILDING DIVISION � 13-178 RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET y -- DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 Elevations I-8.1 © 2013, JPC Architects, PLLC 18 mils STUDS (25 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON—COMPOSITE COMPOSITE 162S125 (1-5/8") 12" 7'-7" 8'-10" 16" 6'-11" 8'-4" 24" 6'-0" 7'-11" 250S125 (2-1/2") 12" 10'-6"" 11'-11" 16" 9'-6" 11'-3" 24" 7'-7" 10'-7" 362S125 3-5/8" 12" 12'-9" 15'-4" 16" 12'-7" 14'-4" 24" 13'-1" 13'-5" 400S125 (4") 12" 18'-4" 16'-5" 16" 16'-8" 15'-4" 24" 14'-7" 14'-2" 600S125 (6") 12" 25'-5" 22'-1" 16" 23'-1" 19'-9" 24" 20'-2" 16'-9" 30 mils STUDS (20 GA — DRYWALL) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON—COMPOSITE COMPOSITE 162S125 (1-5/8") 12" 9'-2" W-11" 16" 8'-4" 9'-2" 24" 7'-3" 8'-3" 250S125 (2-1/2") 12" 12'-9" 13'-2" 16" 11'-7" 12'-1" 24" 10'-1" 10'-9" 362S125 3-5/8" 12" 16'-6" 17'-1" 16" 15'-0" 15'-8" 24" 13'-1" 14'-0" 4005125 (4n) 12" 18'-4" 19'-0" 16" 16'-8" 17'-6" 24" 14'-7" 15'-7" 600S125 (6") 12" 25'-5" 25'-6" 16" 23'-1" 23'-2" 24" 20'-2" 20'-3" 33 mils STUDS (20 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON—COMPOSITE COMPOSITE—note 3 162S125 (1-5/8") 12" 9'-6" 10'-4" 16" 8'-7" 9'-8" 24" 7'-6" 8'-9" 250S125 (2-1/2") 12" 13'-2" 13'-11 " 16" 11'-11" 12'-10" 24" 10'-5" 11'-7" 362S125 3-5/8" 12" 17'-1 " 17'-10" 16" 15'-6" 16'-5" 24" 13'-6" 14'-9" 4005125 (4n) 12" 18'-11 " 19'-11" 16" 17'-3" 18'-4" 24" 15'-0" 16'-5" 600S125 (6») 12" 26'-3" 26'-9" 16" 23'-11" 24'-6" 24" 20'-10" 21.'-7" NON-BEARING NON-STRUCTURAL LIMITING WALL HEIGHT TABLES PLASTIC LAMINATE AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" 0.C. SHELF CLIPS 3" WIRE PULLS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED UNDER CABINET LIGHT FIXTURE Upper Cabinet 1'-0" REFER TO ELEVATION 0 0 w w Lt 0 Scale:1 "=1'-0" A1111111, ARM. EXISTING STRUCTURE 111 8 —10 ti E TO STRUCTURE ABOVE ILII it -*v. WA' imillimmtllA : ; 111rPwl1 lllllllllll� �„i�1 FIRE—RETARDENT WOOD BLOCKING SCHEDULED CEILING 8 —0 GLAZING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. RECEPTION Glass Wall Detail GLAZING HEAD CHANNEL TEAM AREA 3/8" TEMPERED GLASS GLAZING CHANNEL ANCHORED TO FLOOR AT 24" 0.C. WITH POWER ACTUATED PINS. FINISHED FLOOR LEVEL BOTTOM OF CHANNEL WITH NON—SHRINKING GROUT AS REQUIRED. 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL NON—BEARING WALL HEIGHT TABLE NOTES 1. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF L/24. 2. WALLS ARE TO RECEIVE MINIMUM 1/2" GWB BOTH SIDES. 3. IF WALL HEIGHT FOR COMPOSITE ACTION IS USED, GWB IS TO BE FASTENED WITH MINIMUM #6 SCREW AT 12" O.C. 4. HEIGHTS ARE BASED ON THE SSMA CATALOG. 5. TABLES ARE BASED ON 5 PSF LATERAL LOAD. 6. TABLES TO BE USED FOR NON—BEARING NON—STRUCTURAL STUD WALLS ONLY. 7. MATERIAL GAUGES ARE FOR REFERENCE ONLY. 8. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. 2'-0 U.N.O. �t- 4" RUBBER BASE AT TOE KICK REFER TO ELEVATION 0 0 0 0 0 0 0 0 0 0 Base Cabinet PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS Scale:1 "=1'-0" 8" MAX. 8" MAX. �2n PROVIDE CEILING EXPANSION JOINTS AS NECESSARY DIVIDING CEILING INTO AREAS NO GREATER THAN 2,500 S.F. Expansion Joint for Ceiling Exceeding 2500 SF Scale: 3"=1'-0" SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL MTL. STUDS — WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUB—FLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE WALL TYPE WALL HT. STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS 0 0 0 0 ..--""):''' o 0 0 0 0 3 3/4" o 0 — 0 0 0 0 REFER TO ELEVATION 0 0 w w Lt 0 Scale:1 "=1'-0" A1111111, ARM. EXISTING STRUCTURE 111 8 —10 ti E TO STRUCTURE ABOVE ILII it -*v. WA' imillimmtllA : ; 111rPwl1 lllllllllll� �„i�1 FIRE—RETARDENT WOOD BLOCKING SCHEDULED CEILING 8 —0 GLAZING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. RECEPTION Glass Wall Detail GLAZING HEAD CHANNEL TEAM AREA 3/8" TEMPERED GLASS GLAZING CHANNEL ANCHORED TO FLOOR AT 24" 0.C. WITH POWER ACTUATED PINS. FINISHED FLOOR LEVEL BOTTOM OF CHANNEL WITH NON—SHRINKING GROUT AS REQUIRED. 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL NON—BEARING WALL HEIGHT TABLE NOTES 1. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF L/24. 2. WALLS ARE TO RECEIVE MINIMUM 1/2" GWB BOTH SIDES. 3. IF WALL HEIGHT FOR COMPOSITE ACTION IS USED, GWB IS TO BE FASTENED WITH MINIMUM #6 SCREW AT 12" O.C. 4. HEIGHTS ARE BASED ON THE SSMA CATALOG. 5. TABLES ARE BASED ON 5 PSF LATERAL LOAD. 6. TABLES TO BE USED FOR NON—BEARING NON—STRUCTURAL STUD WALLS ONLY. 7. MATERIAL GAUGES ARE FOR REFERENCE ONLY. 8. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. 2'-0 U.N.O. �t- 4" RUBBER BASE AT TOE KICK REFER TO ELEVATION 0 0 0 0 0 0 0 0 0 0 Base Cabinet PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS Scale:1 "=1'-0" 8" MAX. 8" MAX. �2n PROVIDE CEILING EXPANSION JOINTS AS NECESSARY DIVIDING CEILING INTO AREAS NO GREATER THAN 2,500 S.F. Expansion Joint for Ceiling Exceeding 2500 SF Scale: 3"=1'-0" SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL MTL. STUDS — WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUB—FLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE WALL TYPE WALL HT. STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEIUNG A 8'-10" 2 1/2" 18 Mils 24" O.C. 3 3/4" SB SB — REF. 10/1-9.1 FOR BRACING DETAIL Grid Ht. Partition *SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE 2'-0" U.N.O. If N „ s/ INTEGRAL TOE KICK If 1'-5" Base Cabinet at Sink PLASTIC LAMINATE COUNTER TOP & BACKSPLASH PROVIDE BLOCKING AS REQUIRED LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING HATCHED AREA INDICATES CLEARANCES REQUIRED PER ADA MELAMINE AT ALL INTERIOR SURFACES TYPICAL DIAGONAL BRACE 4" RUBBER BASE AT TOE KICK. UNDERCUT DOOR & TRIM BASE AS REQ'D TO CLEAR SPEC. FINISH FLOOR Scale:1 "=1'-0" HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TEE 8" MAX. `1I ARMSTRONG STABILIZER 0-'N-41411 BAR OR OTHER SUITABLE SYSTEM TO KEEP PERIMETER COMPONENTS FROM .•"000%** Nt44N44411 SPREADING APART 7/8" CAT. D, E & F ATTACHED BERC2 BY ARMSTRONG CEILING TYPICAL WALL MOULDING BY ARMSTRONG CEILING TYPICAL HEAVY DUTY SUSPENDED CEILING GRID SYSTEM BY ARMSTRONG Suspended Ceiling @ Perimeter Support Scale: 3"=1'-0" (4) 1/2" DIA. ALL THREAD TO STRUCTURE ABOVE 1-5/8" UNISTRUT SWAY BAR, MINIMUM QTY.=4 PROJECTOR MOUNTING PLAN (BY OTHERS) IIS PROJECTOR (BY OTHERS) Surface Mounted Projector Support Scale: 1/2"=r-0" 1 5/8' x 24' UNISTRUT, QTY=2 1 5/8" x 24" UNISTRUT, QTY=2 CEIUNG LEVEL PER PLAN, 1 Not Used Scale: NTS DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING BOX STUD TO CONFORM TO SITE CONDITIONS LINE OF SILL (VARIES PER SITE CONDITION) MTL. STUD ATTACHED TO VERTICAL MULLION W/ DOUBLE SIDED (STICKY) FOAM TAPE Typical Mullion/Partition Intersection Scale: 3"=1'-0" NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EACH. CONNECTION POINT NO. 9 GA. LATERAL SUPPORT WIRE AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR 0 60' MAX. TYP. 45' 45' Light Fixture Bracing Diagram RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4'-0" O.C. Scale: NTS VINYL COMPOSITION TILE RUBBER REDUCER STRIP TACKSTRIP CARPET — DIRECT GLUE 11'1 1111111 11 1111111 iii 11111 11 11 ilii STRUCTURE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2013 City of Tukwila BUILDING DIVISION g) Floor Transition Detail Scale: 1"=1'-0" z 00 z U C. J ww 0 0 EXISTING STRUCTURE FR GYPSUM COMPOUND OR FIRE CAULK "FIRETRAK" DEFLECTION TRACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE WALLWALL TYPE HT. STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEIUNG C 12'-0" 3.5/8" 20 GAUGE 24" O.C. 4 7/8" SB SB UL# U419 — *SB=SOUND ATTENUATION BATTS 1 Hour Rated Full Height Partition FR=FIRE RESISTIVE Scale: 3"=1'-0" STUD WIDTH TO MATCH WALL; 20 GA. TRACK CONNECTED TO CONC. SLAB IN/ 3/16" DIA. X 5/8" LONG POWER ACTIVATED FASTENERS (4 MIN.) STRUCTURE ABOVE STUD WIDTH TO MATCH WALL; 20 GA. BRACE © 6'-0" O.C. MAX. 2-1/2" X 20 GA. TRACK ANCHORED TO CHANNEL Partition Bracing Detail ACOUSTICAL TILE CEILING BLOCKING AS REQUIRED METAL CASING BEAD 22 GA. 2-1/2" RUNNER & CONT. FOAM PAD — ATTACH TO CEILING GRID W/ (2) #10 SCREWS CO 24" O.C. PAINT REVEAL FLAT BLACK OR USE BLACK RUNNER SEE PLANS FOR WALL TYPE Scale: 3"=1'-0" NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFT—ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL CLUSTERS PLACED 12'-0" O.C. MAX. AND 6'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRE ENCASED IN i" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY. 3 TURNS MIN. WITHIN 3" TYP. NOTE #1 FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES. PROVIDE MIN. 2" WIDE WALL ANGLE MAIN RUNNER, HEAVY DUTY CROSS 'T" o, 2" MAX. TYP. 45' MAX. TYP. VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE Ceiling Bracing Diagram NOTE #2 NOTE #1 RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL Scale: NTS APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8"x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT, COLUMNS, CABINET E7 \ AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. HANDLE Li 0 oo LL LL 00 SCHEDULED DOOR (OPEN OR CLOSED) WALL—MTD. TELEPHONE OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED ELEC. OUTLET TEL OUTLET 0 e 2-3/4" / VERIFY W/ HARDWARE SCHEDULE 11S-fte 17 9 Typical Mounting Heights LIGHT WITCH DOTTED INE INDICATES OCATIO OF LARGER "LATE FOR GANGED SWITCHES 74) a NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER Scale: N.T.S. JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 Wilbur Ellis 2nd Floor Expansion Riverview Plaza 16300 Christensen Rd. Seattle, WA 98188 05.20.13 PERMIT SET REGISTERED ARCHITECT DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 Construction Details I - 9 . 1 © 2013, JPC Architects, PLLC Dwg: E:\WILBUR\MASTER\I-10.1.DWG 161 Pen Table: JPC STD.CTB Date/Time: 5/5/2013 10:12 PM 1 7 1-10.1 NOTE: BLDG. STD. 3'-0' X 8'-10'X 1-3/4' SC, FLUSH PANEL WOOD DOOR. FINISH: BLDG. STD. STAIN `BASE, AS SPECIFIED Door Type A - BS Wood Door Scale: 3/8"=1'-0" (gGlazing Sill Scale: 6"=1'-0" i 3/4" SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH SHIM AS REQUIRED VERIFY MINIMUM 1/8" CLEARANCE ABOVE SPECIFIED FINISHED FLOORING JPC ARCHITECTS 909 112th Avenue NE Suite 206 Bellevue, WA 98004 NOTE' BLDG. STD. 3'-0' X 8'-10"X 1-3/4' SC, FLUSH PANEL WOOD DOOR. FINISH: BLDG. STD, STAIN BASE, AS SPECIFIED SAFETY GLASS NOTE: AT D❑❑R/RELITE C❑MBINATI❑N PR❑VIDE METAL STUD KICKER SUPPORT TO STRUCTURE FOR STABILITY. Door Type B BS Wood Door with Relite Scale: 3/8"=1'-0" DOOR PER SCHEDULE 1 1 /2" SPECIFIED PARTITION .e.: M Door Jamb (Head Sim. Scale: 6"=1'-0" Wilbur Ellis 2nd Floor Expansion Riverview Plaza DOUBLE STUDS AT EACH SIDE OF JAMBS BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH 16300 Christensen Rd. Seattle, WA 98188 1/2" THICK WOOD STOP SILL BELOW 1/2" TYP 1 1/2" SPECIFIED PARTITION DOUBLE STUDS AT EACH SIDE OF JAMBS BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH Relite Jamb (Head Sim.) Scale: 6"=1'-0" 05.20.13 PERMIT SET DOOR PER SCHEDULE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2013 City of Tukwila BUILDING DIVISION 1/2" 1 1/2" TYP tiaitt d - N g Door/Relite Jamb Scale: 6"=1'-0" SAFETY GLASS SET W/ GLAZING TAPE AT ENTIRE PERIMETER BLDG STD WOOD VENEER FRAME W/ BLDG STD STAIN FINISH Hardware Sets: HS -1 SINGLE NON—RATED DOOR WITH LATCHSET QTY 1-1/2 PAIR — BUTT HINGES QTY 1 — LEVER LATCHSET QTY 1 — BLDG STD. DOOR STOP QTY 1 SET — SILENCERS HS -2 SINGLE NON—RATED DOOR WITH LOCKSET QTY 1-1/2 PAIR — BUTT HINGES QTY 1 — LEVER LOCKSET QTY 1 — BLDG STD. DOOR STOP QTY 1 SET - SILENCERS HS -3 SINGLE NON—RATED DOOR WITH CARD READER AND CLOSER QTY 1-1/2 PAIR — BUTT HINGES QTY 1 — LEVER LOCKSET QTY 1 — SURFACE MTD. CLOSER QTY 1 — ELECTRIC STRIKE QTY 1 — BLDG STD. DOOR STOP QTY 1 SET — SILENCERS (IBC 2009) 1008.1.4.4 Access -controlled egress doors. The entrance doors in a means of egress in buildings with an occupancy in Group A, B, I-2, M, R-1 or R-2 and entrance doors to tenant spaces in occupancies in Groups A, B, E, I-2, M R-1 and R-2 are permitted to be equipped with an approved entrance and egress access control system which shall be installed in accordance with all of the following criteria: 1. A sensor shall be provided on the egress side arranged to detect an occupant approaching the doors. The doors shall be arranged to unlock by a signal from or loss of power to the sensor. 2. Loss of power to that part of the access control system which locks the doors shall automatically unlock the doors. 3. The doors shall be arranged to unlock from a manual unlocking device located 40inches to 48 inches vertically above the floor and within 5 feet of the secured doors. Ready access shall be provided to the manual unlocking device and the device shall be clearly identified by a sign that reads "PUSH TO EXIT". When operated, the manual unlocking device shall result in direct interruption of power to the lock --independent of the access control system electronics --and the doors shall remain unlocked for a minimum of 30 seconds. 4. Activation of the building fire alarm system, if provided, shall automatically unlock the doors, and the doors shall remain unlocked until the fire alarm system has been reset. 5. Activation of the building automatic sprinkler or fire detection system, if provided shall automatically unlock the doors. The doors shall remain unlocked until the fire alarm system has been reset. 6. Entrance doors in buildings with an occupancy in Group A, B, E, or M shall not be secured from the egress side during periods that the building is open to the general public. DOOR SCHEDULE NO. TYPE FRAME HDWE RATING REMARKS REVISION 2100 B WD HS -2 45 MIN 2101 EXIST WD HS -1 2103 EXIST WD HS -1 2200 A WD HS -3 45 MIN 2204 B WD HS -1 2205 EXIST WD HS -1 2205 A WD HS -1 2206 EXIST WD HS -1 2207 EXIST WD HS -1 2208 EXIST WD HS -1 2209 EXIST WD HS -1 2210 EXIST WD HS -1 2211 EXIST WD HS -1 2212 EXIST WD HS -1 2213 EXIST WD HS -1 2214 EXIST WD HS -1 2215 EXIST WD HS -1 2216 EXIST WD HS -1 2217 EXIST WD HS -1 2218 EXIST WD HS -1 2219 EXIST WD HS -1 2220A EXIST WD HS -1 2222 EXIST WD HS -1 2223 EXIST WD HS -1 2224 B WD HS -1 2226 B WD HS -1 2227 B WD HS -1 2231 B WD HS -1 2232 B WD HS -1 2233 B WD HS -1 2235 A WD HS -1 235A EXIST WD EXIST 45 MIN 13- 17$ DESIGN JPC DRAWN RC CHECKED DB NO. 13-0303 RECEIVED CITY OF TUKWILA MAY 21 2013 PERMIT CENTER Door Schedule, Elevations, and Details I-1 0.1 © 2013, JPC Architects, PLLC I