The URL can be used to link to this page

Home My WebLink AboutPermit D17-0006 - PROVIDENCE HEALTH & SERVICES - EXPANSION TO SUITE 250This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D17-0006 PROVIDENCE HEALTH AND SERVICES 2811S102 ND ST #250 RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Pae # Code Exem floe , Bdef x lanat6 Descd floe', statute/Rulle The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 32 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) 7a & c apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of Attorney -Client Privilege — obtaining or providing legal advice exempt from RCW DR4 RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); 42.56.070(1) which protects attorney-client privileged RCW communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. PROVIDENCE HEALTH & SERVICES 2811 S 102 ST D17-0006 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0423049190 2811 S 102ND ST 250 DEVELOPMENT PERMIT Project Name: PROVIDENCE HEALTH & SERVICES Permit Number: D17-0006 Issue Date: 2/23/2017 Permit Expires On: 8/22/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: SABEY CORPORATION 12201 TUKWILA INTERN'L BLVD FO , SEATTLE, WA, 98168 RANDY MORGAN 1326 FIFTH AVE SUITE 400, SEATTLE, WA, 98101 SABEY CONSTRUCTION INC 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 SABEYCI033KM PROVIDENCE HEALTH & SERVICES Address: 2811 S 102 ST, TUKWILA, WA, 98168 Phone: (206) 587-7120 Phone: (206) 281-4200 Expiration Date: 1/12/2019 DESCRIPTION OF WORK: NON-STRUCTURAL TENANT IMPROVEMENT OF EXISTING TENANT. TENANT IS EXPANDING INTO ADJACENT SUITE 250. WORK INCLUDES SELECTED DEMOLITION OF WALLS AND SPACE FOR NEW OFFICES, CONFERENCE ROOM, TRIAGE ROOM, STORAGE AND EMPLOYEE TRAINING ROOMS. Project Valuation: $489,415.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $8,373.82 Occupancy per IBC: B Water District: TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: l1./A' /%s Pali I Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: 2P3// r This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordancewith the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: 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) 6: 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) 7: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 8: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 9: 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 1011.6) 10: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 11: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1008.1.10) 12: 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 1011.6.3) 13: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 14: 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 1006.3.1) 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 26: ***BUILDING PERMIT CONDITIONS*** 27: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 28: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 33: 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. 34: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 35: 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). 36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 37: 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. 38: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670): PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. b 000 fr Date Application Accepted: Date Application Expires: ?ANO -i'7 (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: 2811 S. 102nd Street Tenant Name: Providence Health and Services PROPERTY OWNER Name: Sabey Corporation (Building Management) Address: 12201 Tukwila International Blvd City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Randy Morgan Address: 1326 5th Avenue Suite 400 Cit': Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: Email: randym@burgesspnw.com GENERAL CONTRACTOR INFORMATION Company Name: Company Name: Burgess Design Address: 9725 Third Ave. N.E. Suite 207 Architect Name: Randy Morgan Address: Address: 1326 5th Avenue Suite 400 City: Seattle State: WA City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\ApplicationsWorms-Applications On Line\201 I Applications\Permit Application Revised - 8.9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 042304-9190 Suite Number: 250 Floor: 2 New Tenant: ❑ Yes ®..No ARCHITECT OF RECORD Company Name: Engineers Northwest Company Name: Burgess Design Address: 9725 Third Ave. N.E. Suite 207 Architect Name: Randy Morgan Phone: (206) 973-5423 Fax: (206) 522-6698 Address: 1326 5th Avenue Suite 400 City: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: Email: randym@burgesspnw.com ENGINEER OF RECORD Company Name: Engineers Northwest Engineer Name: Dale Kaemingk Address: 9725 Third Ave. N.E. Suite 207 City: Seattle State: WA Zip: 98115 Phone: (206) 973-5423 Fax: (206) 522-6698 Email: dalek@engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: tenant self -financed Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO - 206-431-3670 Valuation of Project (contractor's bid price): $ 489,415 Describe the scope of work (please provide detailed information): NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF EXISTING TENANT. TENANT IS EXPANDING INTO ADJACENT SUITE 250. WORK INCLUDES SELECTED DEMOLITION OF WALLS AND SPACE FOR NEW OFFICES, CONFERENCE ROOMS, TRIAGE ROOM, STORAGE AND EMPLOYEE TRAINING ROOMS. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No if "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd Floor 86,891 16,368 0 0 VB 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: VI Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF(W(MATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District 4125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑...Valley View 0 .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ :. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Total Cut cubic yards 0 .. Work in Flood Zone ❑ ...Total Fill cubic yards 0 .. Storm Drainage 0 ...Sanitary Side Sewer ❑ .. Abandon Septic Tank 0 ...Cap or Remove Utilities 0 .. Curb Cut ❑ ...Frontage Improvements 0 .. Pavement Cut ❑ ...Traffic Control 0 .. Looped Fire Line 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 J> 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms•Applicat ions On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised; August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — 0. 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 1 E R D AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY T • LAW e F THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: Print Nam ZED AGENT: Date: 6/. O % IL Day Telephone: 2.04 3 42 "'O1/ 7 Mailing Address: City State Zip H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 Date: OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. 5�t / 17 Permit Number:. r) 1 7 ''OO 0 6 Requested By: CcfJ��1% Firm/Company: Srt`Be'l CDN 579—v CT to v1 Inspection Information Project Name: i�r ov i V\ C L2 %k©1-.�. He4 t t-, s'u,`4() 2 S v Project Address/Location: Zig I 1 S. / O 2yud Requested Date for Inspection: ��I -1u °aReuested Tim -= / PM Contact Name: .0—el-IAA-FS CDi J 1.--'E ‘I Phone Number: ZQ6-- 39 /-87 O , Special Conditions for Consideration: ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $102.00 per hour (minimum total of $306.00). 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 three (3) hours. Signature: Printed Name: 079 e 0(Al 2 - Date: City Use OnIy: Approved: Disapproved: Date of Approval/Disapproval: Authorized Reviewer: W:\Permit Center \Applications-Handouts\Templates\Forms \Off Hours Inspection 1-2017.docx Revised: January 1, 2017 Paid: ricti.00 Receipt No:12-11.9 Remarks: 1 ' Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS PermitTRAK ` ACCOUNT I QUANTITY PAID $315.18-: ,, .. :D17-0006 -.ACIdress: 2811 S 102ND ST 250 Apn: 0423049190 _ $315.18 , Credit Card Fee $9.18 Credit Card Fee R000.369.908.00.00 0.00 $9.18 DEVELOPMENT $306.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R11525 R000.359.000.00.01 0.00 $306.00 $315.18 Date Paid: Friday, May 19, 2017 Paid By: JOSH JOHNSON Pay Method: CREDIT CARD 632460 Printed: Friday, May 19, 2017 12:03 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $5,173.79 D17-0006 Address: 2811 S -102ND ST 250 Apn: 0423049190 $5,173.79 DEVELOPMENT $4,927.63 PERMIT FEE R000.322.100.00.00 0.00 $4,923.13 WASHINGTON STATE SURCHARGE B640.237.114 0.00 ' $4.50 TECHNOLOGY FEE $246.16 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10905 R000.322.900.04.00 0.00 $246.16 $5,173.79 Date Paid: Thursday, February 23, 2017 Paid By: BURGESS DESIGN Pay Method: CHECK 14857 Printed: Thursday, February 23, 2017 4:01 PM 1 of 1 CRSYSTEMS ' ' DESCRIPTIONS ACCOUNT QUANTITY PAID D17-0006 Address:2811 S-102ND,ST 250a n:0423049190' $3,200:03 DEVELOPMENT '$3,200.03 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R10353 R000.345.830.00.00 0.00 $3,200.03 $3,200.031 Date Paid: Tuesday, January 10, 2017 Paid By: BURGESS DESIGN INC Pay Method: CHECK 014785 Printed: Tuesday, January 10, 2017 9:19 AM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit p17- 6004 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P oject: 142e0 ` / V4 j. PJ%& Type of Inspection: ,,� c' �-b i IZ JAL Address: 7/ S M2,a Date Called: " Special Instructions: Date Wanted: 7 /7 a.m. p.m Requester: Phone No: 20-aqJ `d7© / ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: -0-sx Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Nject: ti hie ? ;%�641a14 it aass Type of Inspection: Cm Zi 6 - Address: Date Called: Special Instructions: Date Wanted. a.m. Requester: ,'t UUS D LeAlza f Phone��No: ^ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 01<, C 1./1-2.1N Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 2 i7--000 Project: PRaV'Diw J g/ 4-� Type of Inspection: ER1y 61Q/7 -12V6 - Address: ail Si /021.11) . Date Called: Special Instructions: Date Wanted: 6760 aa -r0 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6K- ,CI EF 6e-Ale1 t/c TIIYG— inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. c INSPECTION NO. INSPECTION RECORD Retain a copy with permit bi?- 06006, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ect: MilliDeocie / till Type of Inspection: S 6.eib C /iA1-6- Address: Date Called: Special Instructions: Arr Date Wanted::) S. //5 /% . p.m. Requester:! r4CS Phone No: ,Ilea`Jq%'%i7op Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: —5'r>SP'IW /L/IVC Inspector: Date: fes=/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 X17- 000 (' Project:,Type P V,D9NCC I LTIn 'SR✓ i of Inspection: 1 FRA -114 i NG -- Address: aril 3, k 21DSr Date Called: Special Instructions: Z50 Date Wanted: a. .--30 -17 p.n'_ Requester: -aeras C YUPCR) Phone No: Zoe — 3Ri- 67b/ Approved per applicable codes.. 0 Corrections required prior to approval. COMMENTS: `/ i 4/0 me RrX1'14-D®ierie94i 1I xI6- ill Inspector: „ /"lam Date: -3 .-3G ` 17 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit' I) 1 --6006 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project s�r Sprinklers: ye Type of Ins ection: (Ai /6 n Z i'./ 4 Address:/ #.„.) Suite #: 4SJf �)_ . _ Contact Person: Special Instructions: 7 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ye Fire Alarm: L/CS ,_ i'./ 4 4,pav6--A pt O i ,J fae1 -- ei pr-- Pre -Fire: - 7.---vtc.„ s ,J M 4 ,J Co -121- Ail ,tz- .j 7 0 J0 f _ /Ai 6/2-0--e)-2_ 727 Su Ai c_ w,, 7"; T. fr J ?"S -L_ --* f i IlP T , 7r .i, -0.f•- . a� S �vl ra T?( i Art t( APIA ( 4cJ i7 t Po cr- �rz- 7* t--- co ,2-p- (0-2)4- wef{,--cc. ,9700 ,,,,i /tJ 4- /7,tt iV 6-n- ffr''L Aoefi-eN76-15 -AT --- 1" /‘ /4'7—, A1-,0xQ1 > ,,ry. Needs Shift Inspection: Sprinklers: ye Fire Alarm: L/CS ,_ Hood & Duct: Monitor: Pre -Fire: - Permits: Occupancy Type: Inspector: Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 4 -Pr. _6 oD00(-) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ' Project: , I o"0 � s Type of Inspection: irt Address:Contact Suite #: 2-611 /02_ � Person: , Special Instructions: Occupancy Type: (5 Phone No.: xC Approved per applicable codes. t: ° Corrections required prior to approval. COMMENTS: Sprinklers: Ye- ‘----24-- el Hood & Duct: f Monitor: 6, cA2_j)7 4-,--/ Pre -Fire: M Permits: ° Occupancy Type: (5 F/►- Nb rA'---av t a 2r-) / stw-ord3 C-: S .. / CeYL-(2- (l) 0 5 /JOT— S yet e- '- // Nb-\) 3p s r 4" el— l Needs Shift Inspection: 'ft) Sprinklers: Ye- ‘----24-- Fire Alarm: \/t 5 Hood & Duct: f Monitor: 6, cA2_j)7 4-,--/ Pre -Fire: M Permits: ° Occupancy Type: (5 Inspector: f--- ‘----24-- Date: 6 17.11 ,:t-- Hrs.: f t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 050 PERMIT NUMBERS. CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project�j,� I 0// 1L �'LirC� ,� 4' i Type of Inspection: � sc) uPl�' Address: Suite #: /OT?_ 4*. Contact'Person: / Special Instructions. Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Ali Si -,t47�-5 4 tti 4-- -I-AJL / -.e Si -fel Monitor: 1 Permits: Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector 5'3 Date: S/l4 //-7 Hrs.: -7 . 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 February 6, 2017 City of Tukwila Allen Johannessen — Building Department 0 BURGESS INTERIOR ARCHITECTURE RE: Correction Notice #1 Developmental Permit Application Number D17-0006 Providence Health & Services — 2811 S. 102 St. — Suite 250 General Notes: All sheets with revisions have been bubbled in the plan set, dated 02/03/17. RECEIVED CITY OF TUKWILA FEB 08 2017 PERMIT CENTER City Correction Dated January 31, 2017, (BUILDING REVIEW NOTES): 1. Provide a life safety plan that identifies means of egress. Dimension egress paths. Identify the specific common paths of egress that shall be provided with emergency illumination. Emergency illumination shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. Egress paths shall be continuous to each exit. Designated egress paths are those that shall be Tight meter inspected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) Burgess Design Response: Life Safety Plan, Sheet G.0.3 have been added to the set. Plan shows dimension egress paths and a note to provide egress illumination per IBC 1006. 2. Please provide a quality control inspection documentation specifying "Special Inspection" required as it relates to the structural work. (IBC Chapter 17) Burgess Design Response: Movable partition between Training Room #17 and Conference Room #16 have been removed from scope per tenant's revision. Structural sheets have been striked out on the 'Drawing Index" on sheet G.0.0. Therefore `Special Inspection' is no longer required. Updates to revision are found on sheets A.2A.1, A.28.2, A.2C.1, & A.2D.1. 3. Where the suspended ceiling exceeds 2500 square feet, show the desired location where the seismic joint(s) shall be installed. Include specifications with a detail for the seismic joints. Burgess Design Response: Solid dash line is shown on the RCP on sheet A.2B.2 to depict the seismic separation joints every Z500 sf at the ACT. Detail and notes can be found in our detail C/A.9.1— ACT SEISMIC BRACING DIAGRAM and 'seismic separation joints' notes on the `ACT NOTES= M/A.9.1. Additional added scope per tenant's revision: .'ORRECTKiN 1. Sheet A1.1: -updated removal of portion of existing wall since new door 17a is now removed from scope. 2. Sheet A.2A.1: -Removed door 17a from scope and change location and size of casework in Training Room #17 and Conf. Room #16. -Tenant added new TV in Clinical Training Room #15, G.C. to provide backing as required. -Storage Room #12 has increased in size. South wall has been moved south by 7'. P 206 1587 17120 1326 FIFTH AVENUE, SUITE 400 info@BurgessPNW.com F 206 1 587 1 7122 SEATTLE, WASHINGTON 98101 www.BurgessPNW.com B BURGESS INTERIOR ARCHITECTURE -Partition between Conf. Room #02 and Conf. room #01 has been move to center at column. -Data Closet #03 is now call `Build Room' and work counter have been added along the north wall. -Door number 14c at existing South Stair has been noted on plan. Sheet A.2B.1: -Clinical Training Room #15 existing 2x4 light fixtures is to be removed. 4. Sheet A.2B.2 -Clinical Training Room#15 now has new 2x4 light fixtures. -Keynote #3 has been revised to say "Existing acoustical ceiling tile and grid to remain." -Lighting layout has been revised per new wall locations in rooms #01, 02 and 12. -Lighting calculations has been updated. Total 2x4 light fixtures is now at 216 instead of 218 in original permit set. -Lighting specifications for the 2x4, downlights and emergency exit light have been added to the RCP legend. 5. Sheet A.2C.1: -Additional power and data has been added to the following rooms; #01, 02, 03, 04, 14, 15, 16 & 17. Added powers are bubbled and delta. -Card Readers are added to the following doors; -Existing south stair double doors. -Build Room #03 -Cipher Lock to be at the following doors; -Clinical Training Room #15 -Conference Room #16 -IT/New Employee Training Room #17a. -General Electrical Notes #8, 9 and 10 has been added. Notes addresses video conference capability for rooms 16 and 17 and capability to project from a laptop for rooms 4, 15, 16/17. -Keynote #4 has been revised to note typical workstations power requirements. 6. Sheet A.2D.1: -Finish specifications schedule has been updated with selected finishes. 7. Sheet A.9.1: -Door schedule has been updated per tenant's revision. Aras of updated are door heights, door frame and doors with card reader access. -Two additional hardware has been added (doors with card reader access). -Detail L —'Non -Rated Floor to Ceiling partition' have been updated to a new wall detail that extend 6" above grid. 8. Sheet A.9.2: -Elevation B -'Casework Elevation @ Employee Training #17 have been crossed out. A new elevation have been added. Elevation E —'Casework E /:tion @ Employee Training Room #17. Sincerely, Morgan P 206 1587 17120 1326 FIFTH AVENUE, SUITE 400 info@BurgessPNW.com F 206 1 587 1 712.2 SEATTLE, WASHINGTON 98101 www.BurgessPNW.com January 31, 2017 City of Tukwila Department of Community Development RANDY MORGAN 1326 FIFTH AVE SUITE 400 SEATTLE, WA 98101 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0006 PROVIDENCE HEALTH & SERVICES - 2811 S 102 ST - SUITE 250 Dear RANDY MORGAN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide a life safety plan that identifies means of egress. Dimension egress paths. Identify the specific common paths of egress that shall be provided with emergency illumination. Emergency illumination shall have at least an average 1 foot-candle and a minimum at any point of 0.1 -foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. Egress paths shall be continuous to each exit. Designated egress paths are those that shall be light meter inspected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) 2. Please provide a quality control inspection documentation specifying "Special Inspections" required as it relates to the structural work. (IBC Chapter 17) 3. Where the suspended ceiling exceeds 2500 square feet, show the desired location where the seismic joint(s) shall be installed. Include specifications with a detail for the seismic joints. Note: This permit plan review may not be complete as revised plans may require further corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0006 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4ERMIT COORD COPY C) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0006 DATE: 02/08/17 PROJECT NAME: PROVIDENCE HEALTH & SERVICES SITE ADDRESS: 2811 S 102ND ST 250 Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: t3 Awa 711 Building Division Public Works El Fire Prevention Structural El Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 02/09/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 03/09/17 Approved with Conditions ❑ Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 C1DERMIT COORD COPY � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0006 DATE: 01/10/17 PROJECT NAME: PROVIDENCE HEALTH & SERVICES SITE ADDRESS: 2811 S 102 ST X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: k4 Go- 11 1 Building Division Public Works AtIVAIA/c, 41° Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/12/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/09/17 n Notation: REVIEWER'S INITIALS: DATE: ;Permit Center Use Only CORRECTION LETTER MAILED: t 1 Departments issued corrections: Bldg Fire ❑ Ping 0 PW 0 Staff Initials: V VV 12/18/2013 Date: /g./%�, 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.cov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 0 19- 0 0 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: pY avie nc� Reea+11 Seirvi ce 4 Project Address: as ---11 S, j b S -t S c -S 0 Contact Person: (Lour +3 Q`/lc ro a -v, Phone Number: .6 —3 J O Summary of Revision: 12-t.5 (Ylil S t D C bYYr- 1 RECEIVED CITY OF TUKWILk FEB 0.8 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date rev16/ ion , Received at the Cityof Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised. August 2015 SABEY CONSTRUCTION INC Borne Espanol Contact Safety & Health Washington State Departu ent of I Labor & Industries Claims & Insurance 0 Search L&I A-ZIndex Help Workplace Rights SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVID ARTHUR, PRESIDENT SEWELL, PATRICIA ANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01/19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC WA UBI No. 601 532 164 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County Business type Corporation Governing persons DAVID A SABEY JOHN D SABEY; PATRICIA SEWELL; SABEY CORPORATION; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SABEYCI033KM Effective — expiration 05/14/1997— 01/12/2019 Bond __........._. HARTFORD FIRE INSURANCE CO Bond account no. 52BSBCQ3983 Received by L&I 12/20/2004 Insurance ............................... National Fire Ins of Hartford Policy no. 2094061165 Received by L&I Active. Meets current requirements. $12,000.00 Effective date 12/31/2004 Expiration date Until Canceled $1,000,000.00 Effective date Page 1 of 2 Ate Aly L&I Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=60.1532164&LIC=SABEYCI033KM&SAW= 2/23/2017 SABEY CONSTRUCTION INC 11/03/2016 Insurance history Sa...vings ................. (in lieu of bond) Received by L&I Release date N/A Savings account ID 11/01/2016 Expiration date 04/30/2018 $6,000.00. Effective date 04/21/1994 Impaired date N/A 0 Lawsuits against the bond or savings .................................................................................................................. No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ............................................. _........ No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 331,221-02 Doing business as SABEY CONSTRUCTION Estimated workers reported Quarter 4 of Year 2016 "21 to 30 Workers" L&I account representative TO / JAMES VEST (360)902-4715 - Email: VESJ235@Ini.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/02/2015 Inspection no. 317936768 Location 2200 M St. NE Quincy, WA 98848 Inspection results date 01/18/2012 Inspection no. 315201244 Location 2200 M street NE Quincy, WA 98848 No violations No violations Page 2 of 2 Cl Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 2/23/2017 GENERAL NOTES ARCH INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS2. APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE MTL - METAL AV - AUDIO VISUAL N/A - NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT -BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER CL - CENTER LINE OFF - OFFICE CLG - CEILING OPNG - OPENING CLR - CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC - CONCRETE PART - PARTITION CONF - CONFERENCE PERF - PERFORATED DEMO - DEMOLITION PERIM -PERIMETER DEPT - DEPARTMENT PERP - PERPENDICULAR DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL RA - RETURN DW - DISHWASHER RCP - REFLECT DIRCEILING PLAN DWG - DRAWING EA - EACH REC - RECESSED REF - REFERENCE EL - ELEVATOR ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE EQ - EQUAL REV -REVISION OR REVISED EQUIP -EQUIPMENT RM - ROOM EXT - EXTERIOR RO - ROUGH OPENING1 RTD - RATED FA - FIRE ALARM FD - FLOOR DRAIN SCHED - SCHEDULE FE -FIRE EXTINGUISHER SF -SQUARE FEET/FOOT FEC - FIRE EXTINGUISHER CABINET SIM - SIMILAR SHT - SHEET FFE - FINISH FLOOR ELEVATION FIN - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR SPKR - SPEAKER - FLOOR FO - FACE OF SQ - SQUARE FOIL - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL -STRUCTURAL FURR - FURRING GA - GAUGE STRUC -STRUCTURAL GC -GENERAL CONTRACTOR SYMM - SYMMETRICAL TBD - TO BE DETERMINED GL - GLASS GWB - GYPSUM WALLBOARD TEL - TELEPHONE OR TELECOM TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR Np - TYPICAL INCL - INCLUDED OR INCLUDING UON -UNLESS OTHERWISE NOTED INFO - INFORMATION - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION UPS VCT - VINYL COMPOSITION TILE LAV - LAVATORY -VERIFY IN FIELDY, LF - LINEAR FOOT VIF - MATL - MATERIAL w/ WITH MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD W/O - WITHOUT 1. PROJECT ADDRESS: PROVIDENCE HEALTH & SERVICES 2811 S. 102ND STREET, SUITE 250 SEATTLE, WA 98168 APPLICABLE CODES & ORDINANCES: 2015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS ICC/ANSI Al 17.1-09, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, WITH STATEWIDE AMENDMENTS 2015 INTERNATIONAL RESIDENTIAL CODE WITH STATEWIDE AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS 2015 INTERNATIONAL FUEL GAS CODE WITH STATEWIDE AMENDMENTS (PART OF THE IMC ADOPTION) 2015 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS 2015 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS 2015 INTERNATIONAL ENERGY CONSERVATION CODE/WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL EXISTING BUILDING CODE WITH STATEWIDE AMENDMENTS FOUND IN THE IBC NATIONAL ELECTRICAL CODE (NFPA 70) 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VB FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS TENANT: GENERAL CONTRACTOR: PROVIDENCE HEALTH & SERVICES TBD 2811 S 102ND ST, SUITE 220 SEATTLE, WA 98168 STRUCTURAL ENGINEER: ENGINEERS NORTHWEST INC. P.S. ARCHITECT A98 N 5E N.E., SUITE 207 INC. SEATTLE9725 , BURGESS ARCHITECT/DESIGNER: 1326 - 5TH AVENUE, SUITE 400 TEL: 206.973.5423 SEATTLE, WASHINGTON 98101 ATTN: DALE KAEMINGK TEL: 206.587.7120 FAX: 206.587.7122 PLUMBING ENGINEER: ATTN: RANDY MORGAN TBD - Bidder Design Build by G.C. BUILDING MANAGER: MECHANICAL.ENGINEER: SABEY CORPORATION TBD - Bidder Design Build by G.C. 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 ELECTRICAL ENGINEER: TEL: 206.277.5271 TBD - Bidder Design Build by G.C. ATTN: SANDRA SUSKIC FIRE/LIFE SAFETY ENGINEER: TBD -Bidder Build G.C. Designby PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: N/A 5. EXITS: LEGAL DESCRIPTION / PARCEL N 0. APPROXIMATE AREA OF CONSTRUCTION: ±16,368 SQFT TOTAL APPROXIMATE SUITE AREA: 16,368 SQFT TOTAL APPROXIMATE FLOOR AREA: 86,981 SQFT OCCUPANT LOAD FACTOR: 100 -OFFICE; 15-CONF.; 300 -STORAGE & ACCESSORY NUMBERUPA OF TOTAL PRO' • �= � OCCUPANTS: EXISTING SUITE OCC.= 1,264 EXPANSION SPACE OC = 400 PARCEL NUMBER: 042304-9190 LEGAL DESCRIPTION: PORTION OF SE 1/4 - BEGIN SW CORNER OF GOV LOT 11 IN SE / 4 OF SECTION 04-23-04 TH S 89-22-06 E 988.27 FT TH N 14-45-08 W 477.09 FT TO INTERSECTION WITH N LINE OF S 460 FT OF GOV LOT 11 & NELY MARGIN OF PRIMARY STATE HIGHWAY NO 1 TH N 14-45-08 W 689.81 FT TO SWLY MARGIN OF TOTAL COMBINED OCCUP,N = 1,66-. 200 FOOT SEATTLE TRANSMISSION LINE TH N 14-45-08 W 22.70 FT TAP OF SPIRAL NUMBER OF EXITS REQUIRED: � , ROVIDED ' MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 75' SPRINKLERED 6. PROJECT DESCRIPTION: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF EXISTING TENANT. TENANT IS EXPANDING INTO ADJACENT SUITE 250. WORK INCLUDES SELECTED DEMOLITION OF WALLS AND SPACE FOR NEW OFFICES, CONFERENCE ROOMS, TRIAGE ROOM, STORAGE AND EMPLOYEE TRAINING ROOMS. TH CONTINUING ALONG NELY MARGIN ALONG SPIRAL CURVE TO LEFT THE CHORD BEARING N 15-07-51 W 152.94 FT TAP OF SIMPLE CURVATURE TH ALONG NE MARGIN NWLY 340.67 FT ALONG ARC OF NON TANGENT CURVE TO LEFT RADIUS OF 3970 FT RADIUS POINT BEARING S 74-07-22 W THRU C/A OF 04-55-00 TH CONTINUING ALONG SAID NELY MARGIN N 11-24-57 E 327.1 1 FT TO POINT OF BEGINNING TH N 11-24-57 E 61.40 FT TAP OF SIMPLE CURVE TH CONTINUING ALONG SAID NELY MARGIN NWLY 191.94 FT ALONG ARC OF NON TANGENT CURVE TO LEFT RADIUS OF 4190 FT RADIUS POINT BEARINGS 64-42-23 W THRU C/A OF 02-37-29 TH N 27-01-05 E 89.78 FT TH N 48-11-59 E 442.51 FT TH S 41-52-02 E 881.11 FT TH S 48-05-28 W 406.87 FT TH N 41-52-51 W 627.47 FT TH S 48-11-44 W 218.98 FT M/L TO POB - (PORTIONS OF LOTS 1 & 2 OF K C SHORT PLAT NO 588023 RECORDING NO 9006050697 - - LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L96-0002 RECORDING NO 9707090733 STREET MAP DRAWING INDEX might Cann- k DRAWING ISSUED .1 "°),` ,, trBn'fi�dcroces ' DATE CO .- N r, co 0 0 r ri 0 N t GENERAL vy, X X X G.0.0 _ COVER SHEET / PROJECT INFORMATION X X X G.0.1 „- PROJECT NOTES ,,,,, $, a,Q¢ r X X X • " ' UITE 250 � - X G.0.3 LIFE SAFETY PLAN ARCHITECTURAL / INTERIORSA.1.1 4` j 'Y RlvmfrontTafmiealPark X X X T DEMOLITION PLAN X X X A.2A.1" CONSTRUCTION PLAN - SUITE 250 0 t=; 3t . t7u4VAMISI4 ;, X X X A.2A.2 CONSTRUCTION PLAN - SUITE 220 '€«AX v' X X A.2B.1 REFLECTED CEILING PLAN X X X A.2C.1 POWER & DATA PLAN R,j, , u ,,,�,G u, _ X X X A.2D.1 FINISH FLOOR PLANES> Cetiia,#I Y X X X A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS X X X A.9.2 MILLWORK / DETAILS C _ !! `` i ctt.i,sc X X �' � � �� 1 -. �.IrTi1tilTi.71 � .. _ . _ _ _ _ _ _ X STRUCTUR L EC IOP 8 f L N AND RTIAL ATI. `v 'sh _2.1 DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - 1 ":40' A. DEFINITIONS: RIVERFRONT TECHNICAL PARK -LONGEST PATH OF 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. �,»» SIMILAR OR SIM. INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO� CHARACTERISTICS FOR THE CONDITION NOTED. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN"INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. CLEAR INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 2811 S 102ND STREET SUITE 250 EGRESS TRAVEL: 57'-2" ± 16,368 SQFT -� ITI L JL JL L ■oIIIIIIICI1111 I m 111118 J IIIIi I112. 1111"1111111 -+---- -�r -�r r Illllliii ,� I - �__r REVISIONSTHE EXIST EXIT STAIRWELLS EXITS - -- �� - -'DIRECTLY TO THE EXTERIOR I�IXIIN<<►1 b�mach to thesr,�pe3. ON THE FIRST LEVEL. :•: I hf?l.;i prior approvalof�.1� n1.�V� 116::::::::FiiiiEreVq1SuliOros..NaSr: Bui[cflncl DivisionCOMPLETE 111 �V ��r� �!ndye u l[I rcg,�lre ,SYMB0LSITI .�. VrmV� sip im a r,�.v p!an submittal anJ ma,� in;a�de ad8ilional plan r�tf;rt�� fay; ° "`"'"' ;il r Nil EMI I •» VI Or ITI _�`_ ELEVATION REFERENCE SYMBOL 1 i INDICATES FINISHED 1113 - SURFACES TO ALIGN i� I AREAS OF WORK 1-1-1 1111 • 1116 • .• _ U DETAIL ID DRAWING TITLE BAR IDENTIFICATION Illm • .' 1 I� RE • 11 IJIJIJ NEM ., I i COD • ! 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. DAWN DIAGRAMMATICALLY,S 7. DOCUMENTS ARE R AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. L t A.06.XX t R DETAIL DRAWING TITLE I'I'I 111111 • r - _ J - Inn - - , SHEET NO. D SECTION REFERENCE SYMBOL GRAPHICAL SCALE TITLE 111 1 1 1 ��- •�.� J - •• �- - -y` I'll iL J J k ® , z 1 L J J a IL�..1 ° DTL 1 FLOOR ELEVATION SYMBOLS N �� ( _ COPY' a 11 1 " I,,,,, , WI SHT 92'-O" +1'-0" NOMINAL FLOOR w .. w P.P. W ,I`„ ter, I �� ill°°' �� ['i.'WG'Q DETAIL REFERENCE SYMBOL DTL BUILDING .l ELEVATION HEIGHT (ABOVE/BELOW) SPACE / ROOM ID � t= f it o. 1�: XI o _,•NI■■ I =a - • ' -� :if : 11 - Pia Iroviaurardpv8ct to errors and or"11s a == �__ II •1 s •, val of COriSiii;+;fiaOn t�OctafYint does not3c':�I SHT OFFICE --0-- SPACE NAME . - \f-� �T - �1 AND/OR GRID LINE SYMBOL 1127 -�- SPACE NUMBER T ul T the IQlation of any adopted coda or ordinance. Rc COLUMN DIMENSION LINE: tt 20'- 0 DOOR 0 SYMBOL n o 1- • n i d -y/ � of di conditions is ^ p'+a Field Copy and conditions acknowla , By: nT -7 SUITE 220 a 1 Date: ti I O DOCUMENT SHEET SYMBOL > EXI _-��, �.o�■: EXIT1.1.11 City4f Tu -•• KEYED SHEET NOTES L ANGLE G1 -�- GLAZING SYMBOL Q CENTERLINE A ,REVISION NUMBER 1111111111 Ir �, i - JIl11lIlilI j IMIIlllll'IIIII BUIL I 1I �1f911111I1II EXIT r _ r '':, 7f i'w , i`5,tSYL tj�. �,.dfAat�3;'t r2 ./.+°.!•'� i�"< fp I Tenant: PROVIDENCE HEALTH & SERVICES RIVERFRONT TECHNICAL PARK 2811 S. 102ND ST., SUITE 220 SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 90101 T 206 587 7120 W BurgessPNW.corn All reproduction & intellectual property rights reserved c 2016 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal No. Issue Description Date PERMIT REVIEW SET 12.30.16 PERMIT SET 01.06.17 CITY CORRECTIONS/REV.1 02.03.17 ;ccnanicat =al Iumbing Gas Piping Ciiy of Tukwila Rt I[i Fr .!.:•,IFI VISION City Electronic Stamp Location VIEWED FOR COMPLIANCE iPPROVED EB 14 20, 7 ity of Tukwila DIN •. ' .. _. N RECEIVED ITY OF TUKWILA FEB 0 8 2017 ERMIT CENTER rawn by: SH Project Manager: RM Project No: 1 6-SB20-01 COVER SHEET / PROJECT INFORMATION i OAR TAM LTR# Original drawing is 24° x 36". Scole entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT, UNO. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAIUNG OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION 1 - GENERAL CONDtflONS 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL UNES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPUED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. 14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY SCHEDULE CONFLICTS. 15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN UEU OF STANDARD ALL WORK SHALL BE WARRANTED FOR ONE YEAR. 16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS. UTILIZE REBAR OR TENDON DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS. JIDOWN N - SITE WORK AND DEMOUTIOP( 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDEUNES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARTING ANY SITE WORK. ry14,' •h ;110111;1 : : 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDEUGHT FRAMES AS SCHEDULED. 3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 5. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. SHELVING SHALL COMPLY WITH AWI SECTION 600. 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAN STYLE HINGE AND FULL EXTENSION HEAVY DUTY DRAWER GLIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES. 8. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 9. SHELF EDGING TO BE P -LAM, UON. 10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VII - WATERPROOFING 1. WHEN PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT. GC SHALL VERIFY ALL WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION. 2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT. ,VISION Vlll - DOORS AND HARDWARE DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR AND SIDELIGHT STYLE TO MATCH IF A VARIATION IS PRESENT. 6. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN RATED ASSEMBLIES. 7. IN OPEN CEIUNG CONDITIONS REPAIR OR REPLACE FIRE PROTECTION AS NEEDED. 8. IF SPRAY ON FIREPROOFING IS VISIBLE AND TO RECEIVE PAINT FINISH PROVIDE A SMALL AREA MOCK UP OF BOTH FIRE PROOFING AND WALL SURFACE SO THAT THE COLOR CAN BE CORRECTED DUE TO THE SUBSURFACE CONDITIONS OF DISSIMILAR MATERIALS. 9. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBUES AS NEEDED. MATCH EXISTING RATINGS AND CONDITIONS. PROVIDE FIRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. VERIFY WITH BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS. DOOR HARDWARE 10. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUAUTY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 11. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 12. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE AT LEAST TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 13. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 14. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBIUTY REQUIREMENTS. 15. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 16. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBUES. 17. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 18. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 19. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 20. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBUES. 21. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 5 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 22. ALL EXTERIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING. 23. ALL GLASS AT SIDEUGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 24. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 25. THIS PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 26. RATED GLASS (CERAMIC) REUTE SHALL BE PREMIUM POUSHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3 DMSION IX - FINISHES 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEIUNG GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL OR CEMENT BOARD WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPUCABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBUES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7. 15. PROVIDE NEW CEILING TILE, CEIUNG GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEIUNGS AS INDICATED ON DRAWINGS. 16. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEIUNG WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 18. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 19. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 20. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 21. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 22. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEIUNG TO OLD. CONTRACTOR SHALL REVIEW ALL CEIUNGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEIUNG WITHIN 10 DAYS. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEIUNG CONDITIONS IF NECESSARY. 25. IN OPEN CEILING CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER CONCERNING MAINTAINING THE RETURN AIR PLENUM. PROJECTS THAT CONVERT ACT SPACE INTO OPEN SPACE SHALL HAVE THE FINISH OF THE OLD INTERSTITIAL SPACE FINISHED WITH GWB TO A LEVEL FLOOR FINISH, UNO. THIS MAY REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE. 26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEIUNGS FOR ALL WALLS NOTED PER PLANS. 27. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEIUNG GRID, UON. 28. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 29. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE, UNO. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL, UNO. 30. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY. 31. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 32. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 33. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 34. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 36. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. 37. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 38. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-8 "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE UGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 39. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 40. UPON COMPLETION OF WORK, REMOVE EXCESS PANT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 43. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 45. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 46. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 47. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS. 49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT. DMSION X11 - FURNISWNGS 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BUNDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDEUGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. 6. TENANT'S FURNITURE SHALL BE THE RESPONSIBIUTY OF THE TENANT AND THEIR VENDOR. GC SHALL INVITE AND COORDINATE TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS. 7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC, UNO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. DMSION XXI - FIRE SUPPRESSION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY UGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABIUTIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPUCABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. A. B. C. D. E. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: LAYOUT, LOCATION, AND SIZE OF SPRINKLER ONES AND HEADS. PRESSURE REQUIREMENTS. SPRINKLER HEAD SPECIFICATIONS. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 10. IF CEILING IS DESIGNED FOR AN OPEN CEILING CONDITION, GC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION. WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED. JON XXII - PWMBING 1. PROVIDE SUPPLY, WASTE AND VENT UNES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABIUTIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. DMSION XXIA - MECHANICAL 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 6. IN OPEN CEIUNG CONDITIONS DESIGN OF HVAC WILL ACCOUNT FOR CHANGES IN THE RETURN AIR PLENUM. ALL HVAC WILL BE VISIBLE AND OF SUITABLE MATERIAL AND INSTALLATION METHOD. 7. IN HIGHRISE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF NEEDED. DMSION XXVI - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER UNE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABUNG, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEIUNGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER, UNO. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDEUNES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERUNE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPUNE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 25. IN AN OPEN CEILING CONDITION ALL ELECTRICAL AND VOICE DATA SHALL BE VISIBLE AND SUITABLE INSTALLATION METHODS SHALL BE USED. 26. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEIUNG PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 27. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 28. WHEN WORKING IN PUBLIC CORRIDOR OR COMMON AREAS VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 29. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 30. DOWN UGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TILE. UON. 31. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 32. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 33. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEIUNG-HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 34. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF UGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 35. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 36. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 37. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 38. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT UGHTING AND ACCESS PATHWAY UGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 39. EXIT SIGNS SHALL HAVE UL #924. 40. PROJECT MAY HAVE MULTIPLE UGHT SOURCES AND LAMPS. CONTRACTOR SHALL PROVIDE CONSISTENT LAMPING FOR ALL UGHT FIXTURE AND BETWEEN FIXTURE TYPES. 3,500K IS PREFERRED. NOTIFY DESIGNER IF CONSISTENT LAMPING IS UNOBTAINABLE AT THE START OF THE PROJECT. 41. VERIFY ALL ENERGY CODE REQUIREMENTS WITH JURISDICTION OF RECORD. VERIFY LIGHT SWITCHING WITH TENANT AND BUILDING MANAGEMENT. 42. PROJECT MAY HAVE LED UGHTS SPECIFIED. PROVIDE LIGHTING LEVEL ANALYSIS (IN FOOT CANDLES) FOR DESIGNER'S REVIEW BEFORE ORDERING PRODUCT. VERIFY CONTROLS WITH DESIGNER. ALL LED FIXTURES SHALL HAVE DIMMING CAPABILITIES SO THAT AS FIXTURE DIMINISHES THE POWER CAN BE INCREASED SO THAT UGHTING LEVELS REMAIN CONSTANT AT 70% OVER THE LIFE OF THE FIXTURE (10 YEARS). 43. GC SHALL VERIFY ALL CARD ACCESS AND SECURITY REQUIREMENTS WITH BUILDING MANAGEMENT AND TENANT. DETERMINE IF A BUILDING WIDE SYSTEM IS AVAILABLE AT THE START OF THE PROJECT. IF SO AL WORK SHALL BE DONE SO THAT THE BUILDINGS WARRANTEE AND OPERATION IS MAINTAINED. b\100b0 Li �✓ IM I� P CODE COMPLIANCE APPROVED FEB 14 2017 CIl Tenant: PROVIDENCE HEALTH & SERVICES RIVERFRONT TECHNICAL PARK 2811 S. 102ND ST., SUITE 220 SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W OurgessPNW.com All reproduction & intellectual property rights reserved c 2016 Professional seal GISTERED ARCHITECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT REVIEW SET 12.30.16 PERMIT SET 01.06.17 CITY CORRECTIONS/REV. 02.03.17 City of Tukwila BUILDING DIVISION PERMIT CENTER cation RECEIVED OF TUKWILA FEB 0 8 2017 Drawn by: SH Project Manager: RM Project No: 1 6-SB20-01 PROJECT NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.1 n LLJ () O X L1J LLJ U W O 0_ PROVIDENCE EXIST. SUITE STAIRWELL EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL N 1M OPEN OFFICE 14 C EXIST. STAIR #4 r EXIT 65'-2" 11111 01111 0 IT/NEW EMPL.TR. /CONF.RM MEDITATION RM 0 0 =001 MI 65'-2" 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not Tess than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. 1 10 1 a 1 STAIRWELL EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL Ln M WORK RM CLINICAL TRAINING 15 23'-4" i u 58'-0" 1 CHIEF MED OFF ADMIN OFF 06 EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION CF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restroorns with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. EGRESS SUMMARY TOTAL OCCUPANCY FOR EXPANSION SUITE 250 = 371 OCCUPANTS EGRESS WIDTH PER OCCUPANCY: 0.1 MINIMUM EGRESS WIDTH REQUIRED: 3'-8" MAXIMUM EXIT ACCESS TRAVEL DISTANCE TO EXIT ALLOWED: B OCCUPANCY WITH SPRINKLER SYSTEMS PER TABLE 1016.2 = 300' FE - FIRE EXTINGUISHERS: 75'-0" MINIMUM DISTANCE BETWEEN FIRE EXTINGUISHERS, G.C. TO VERIFY ACCURACY F.E. FIRE EXTINGUISHER LOCATIONS NOTE: PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. F.E.C. CONFERENCE 33.-7" STORAGE 112 1 EXIST. STAIR #1 r 14'-8" 0 BUILD ROOM 1 03 1 MEDICAL RECORDS CONFERENCE 1021 F.EC. CONFERENCE 21'-3" 1011 EX 16'-4" RETURN WRK. RM. 1 102 1 CONFERENCE 11071 CONFERENCE 1 109 1 CONFERENCE XIT 13'-2" CONFERENCE OUTGOING SERVER CONFERENCE VESTIBULE CONFERENCE BREAK 69'-8" HOME HEALTH PH. PH. �7 PH. II OFFICE 1 I1.Ni111 1 24 i 11291 CLOS'T OFFICE OFFICE OFFICE OFFICE OFFICE HR 1128 1 11241 84'-3" = 102 112001000011110001111111 1121 = 0112 =01 11101 WRK. RM. OFFICE EX ST. STAT 1 1 BILLING OFFICE 11271 OFFICE WAR RM. ELECTRICAL 1 002 1 OFFICE 1 103 1 OFFICE 1 126 1 89'-4" ICE OFFICE 1 104 1 BREAK ADMIN. 34'-11" 11111 11111=011111111 ��NIIIIIIIIIII E IST. A R #3 OFFICE 1 105 1 OFFICE 1 106 1 STOR. 1 107 1 OFFICE 108 OFFICE 1 109 1 OFFICE NEM OFFICE OFFICE OFFICE ( -Ho 1 LIFE SAFETY PLAN NTS STAIRWELL EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL STAIRWELL EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL 000 Tenant: PROVIDENCE HEALTH & SERVICES RIVERFRONT TECHNICAL PARK 2811 S. 102ND ST., SUITE 220 SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INTL BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 96101 7 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2016 Professional seal _GISTERED AkCHITECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT REVIEW SET 12.30.16 PERMIT SET 01.06.17 CITY CORRECTIONS/REV.1 02.03.17 City Electronic Stamp Location REVIEWED FOR CODE COMPLIANCE APPROVED FEB 14 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 8 2017 PERMIT CENTER Drawn by: SH Project Manager: RM Project No: 1 6—SB20-01 LIFE SAFETY PLAN w Original drawing is 24" x 36". Scale entities accordingly if reduced DEMOLITION PLAN 0 P LL O \ rff LL O \ [ 1 1 1 I 1 1 1 O / O F.E.C. l U 1-1 J L iii _ O / 11 DEMOLITION SYMBOLS EXISTING CONSTRUCTION TO BE REMOVED f f EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES HO F.E.C. 1 II =L II 8' 16' 24' 1 EL F.E.C. 1/8" = 1'— 0" —T — 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE -USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE -USE, UON. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 5. PATCH AND REPAIR WHERE DEMOLITION HAS OCCURRED. KEYED SHEET NOTES DEMO DOOR, FRAME, AND HARDWARE - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. REMOVE EXISTING ACOUSTIC WALL PANEL. PATCH AND REPAIR WALL AS REQUIRED FOR NEW FINISHES. VERIFY REMOVAL OF EXISTING ACOUSTIC WALL PANEL WITH TENANT. REMOVE PORTION OF EXISTING WALL. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. bn000b Tenant: PROVIDENCE HEALTH & SERVICES RIVERFRONT TECHNICAL PARK 2811 S. 102ND ST., SUITE 220 SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 B BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2016 KEY PLAN Professional seal NDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT REVIEW SET 12.30.16 PERMIT SET 01.06.17 CITY CORRECTIONS/REV.1 02.03.17 City Electronic Stamp Location REVIEWED FOR COE E COMPLIANCE :APPROVED EB 14 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 8 2017 PERMIT CENTER Drawn by: SH Project Manager: Project No: 16-SB2O-01 RM DEMOLITION PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.1.1 • CONFERENCE 135 CONFERENCE 115 14. CONSTRUCTION PLAN—SUITE 220 tor) 0 8' 16' 24' 1/8" = 1'— 0" 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. KEYED SHEET NOTES PROVIDE CAULKING AT EXISTING GLASS PANELS TO PROVIDE MORE ACCOUSTICAL INSULATION AND PROVIACY FOR COUNSELING. PROVIDE RELOCATED (2) RECESSED PROJECTOR SCREEN FROM SUITE 220 TO BE RELOCATED INTO ROOMS E135 & E115. (COORDINATE LOCATION OF EXISTING SCREENS TO BE RELOCATED AND NEW LOCATION) PROVIDE FILM TO GLASS PANELS TO MATCH EXISTING IN ROOM El 35. oftip 000 Tenant: PROVIDENCE HEALTH & SERVICES RIVERFRONT TECHNICAL PARK 2811 S. 102ND ST., SUITE 220 SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INTL BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 90101 T 206 507 7120 W OurgessPNW.com All reproduction & intellectual property rights reserved c 2016 AREA OF WORK KEY PLAN Professional seal O2J E� STERED r<CHITCCT NDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT REVIEW SET 12.30.16 PERMIT SET 01.06.17 CITY CORRECTIONS/REV.1 02.03.17 City Electronic Stamp Location REVIEWED FOR CODE COMPLIANCC APPROVED FEB14 2017 RECEIVED CITY OF TUKWILA FEB 0 8 2017 PERMIT CENTER City ©I:aTi4k /JIH BUILDING DIVISION rod — B20—01 Project Manager: RM CONSTRUCTION PLAN SUITE 220 Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.2 1 1 I I 1 (I 1 1 1 1 1 1 1 1 III I I 1 1 1 1 1 1 1 1 1 1 1 1 _ �1__ _ �L_._I__I1LI_L__ �L1_I__kJ AL1_ JJLJ_L_+_1 L_L_I_4_J �L_L_I_]_.J AL1 x 1 1 x 11 111 1 1 1y4IIIII I 1471, 1 1 1Y1 I I I xxl I IxII I III I I I x� _I- I I x1 I- 1 -IIII I xI I I xII I I x� I -I - -T- -1-1- - T -11 I- {-- -I-- -I - -� I f- -1- - -- -1- 1- �- - f --I 1-' -1- -r- -1- - r- --Ai - I- -f- -1 i- -' 11 III 111111111111 1 11 I I I it I I I III c 1 1 1 1 1 1 1 LJ La.J-1 ._1IJI 11 1_1 1 I I 1II I L 111 1 I 1 1 1 1_ 11 I 1 1 1 1 I'x"I 1 1 �>41 1 II I� 1- - 1- T I - l�x_.<I I IIII 0 I I I Ixl 1 1 1 0 1 1 1 -1-I__+_A-I-+-ISI-+--IILLJL_I_1-I_LJLA _I_LJL�� i __1JL1_LA _l_I_L._LA _L_I_LJLi _J_Ll I III 1 III 1 1 1 .1 I 11 IIII i I I I I I I I I I I 1 I 1 1 11I 1 111 1 1 1 III +�P I Ui.0 I 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1- 7 -1 L _ - I- -f1 L I- -1-- -1 - ± -I - f- ---;[----1- - -1- -1-71- - H H - I- -I---1FILl -1L + -I ---I-- I�-7111- I- -I- --I - -- -I -1 x IIIIIIIIIIIIIIIII ■11111111 x I I I I x 1 1 I x 1 1 x III 1 1 I x 1 1 I x 1 1 1 >--< 1 I 1 Ixl 1 1 i' -<1x 1 II I > --<A I I _L) -- �I j Forl FIrl J_1�I �JL_I 1.�IrI� I �� 1 1 1 1 1 1- I II In \�� r7I��l r7� '-Tlrl �t-1 f -f -I -t-I i-7-1-�-I 1-- -r 1 1 1 1 I II�' 1 1-I- E LIL��_L__t_ _u_ I IE _I_L�-I- L J_I_LJ..__L�- . i -1 - �—'--1�}-—i—Il r–-T-1—�1— I - L1—L T I— I T� �T�� I� I , I 1 /1111 ® 0 0 I 1x 11 Ix I III f- I xl 1 1 1 >,_-1 1 1 1 pxl I I I xl I x 1 I x I II I > I I I I x g - 1- -I I --1- r -1;11.11- I- -I -� - T- -1L �r -F -I- ' -'�- �r I �r i I I �r i IIIII I I I I I I 1 I I I 11111 1 1 ____1___L_�--��—L i --I- I L I- I I_L1 IJ - 1-T-1-I-T-1-ET-I- x� _ r j - 7-- 1 Tx� 7 III' \� l�7 F1 I F7 1 1 Ixl I I Ixl 1 Ixl I I4 I __!ii 1 1 1 1 -{F. --1--} -i- 11 -1- - - -I--I- _Jr1-- I- ILAr1� _i_ f-t--1-_�—t—� 11x1 1 Mx� i Jr I I I I I 1 1 1 1 it I® xl 1 1 xi 1>-a_ 1 I I I I I I LllLLLr+rJ I 1 1 1 1 1 1LT T7 T -T 1 -T7-11 1 1 1 1 1 _LJ L.L1J I I I I 11 1 1 L 1 I��_ L_'_ L 1 LJ_ IF 1 1 I' T -r-1- I-1 I r7 1 Px� I 11 1 fx 1 1 x� — 1L-4— 1 - -I- --I• - LxJ--1- �- - - - I -1- 1 I- - I- -k--x--I- - - -I-- -�-- J -L41--1 I -Lx� I - 1 - x� - I 7 -1 Jr r 1- r -I- t- 1- -I- 1 l I I I +X1 II 1 I 111111111 -I--LH--` --+I I II Ixi 1 ISI I II I Ixl I I - Y- �11 1 1 1 1 Ip r 4- 41 -H -1W 4 -I- -r x Ix< -I L)-<jiI I xI -I I I- L -1"I -ET-1 +-I I -TTI FT 1 1 1 1 1 11 1 1 1 1 L -- - LJI_LIII itIIII I I I I I I_ -I L111II�- IT� I I1' 1 1 1111_ _x�I _I_I II I SL� __E I----- II1-7—I—- LJL_L_1 ( LI --I- -]- -- -I-_1--I-_L----1-r 111 x 1 x I 1I1I11 1 1 1 1 _1-71-I-rI--�p-I I� I I Iri rt--1---�-t- --1 Qi 1I TII I I I I I II I I I I I I I I I I I I 1�-IIIIIIIIIII I xi II-cIxIIILSr ll I r1- LJJ1 LJL_J. I I L1I11 L 1 1 I LITT1 II L1 III L ✓ TI 7-1-i-T1II Ixl 1 1 1L_L1_ L.y.,IU.N10. i_ 4I III xI I Ix 1 1 • +�IfT-I-- III I II I LI L1_1_L- L1 I x 1 1 1 I 1 xl 1 d>—<1 I 1\ 1- -� �, - }- -} -I - I� - - I- -' -� -F - _I� L1 -I -L1 -I -Lam_ -L1 -I -L_1_ —1—--)—-1-1—T-1 1—T—I—�� 4-1 iii I I c--<>_.(i l I ' ;>-< 1 1 1 1 1 1 1 1 1 III 1 1 1 1 1 II 1 1 1 1 1 II I 1 1 1 1 4 1- a- 4 -I 1- -I-- --►- > - 4 -LI -H - 11 I x x ✓ 7__1__f-i_ I __ I -I- --__41__ L 1_I .11I-_-_1_ _CJ ,r 71-11 I -t--1- I LJ L-L_LJ I IxI-II -T I S II -III L r- i -III-J--II -IITxx-i - 41 -1 JIcx +Ii t 11I _<ti I 10 II -<I LI Ixl II _1__4Li1 1--�--1I -�-�ILx x� ir-- 1 1 1 1 1 1 - T 1 1 I I I I I --T-1-----E-1-1- --f-_-r- d--- �_j I4 1F I I I 1 1)_<111 I — �i--L_L-111--r_r 1 —� Jr- -i---��F-�— IF,_,( x 1 1 I I 1 11 I I I I 1- -I- -0- -t - xl Ixi ____ 1 r I I f T xl I I I I I I I ul 1 1 xi 1I -t- -t- N<Tr� I x x r I r I r I - Il —' — -HI - -1 l- -} I- + -1 1 +1 -I1 1 1 1 1 x1 111 >-->41 1 1 L �E1-� f-11rT-� r7 T- -1 r7 I -T r --- � r7 Ilxl 11 Ixp 4x1 I I III I I I I I I i 1 1 1 1 1 1 11 - 1- _IL J� -I- -I _1 �_JI -1 _ 1_ i Jr - L 11 J L L I_ L J - l_ 4_1___L__1_ . - --1- - -1-- -1I -1- -I 1 1 I III i x I 1 x I I I x 1 1 1 1 1 I I 1 11 I I 1I III I xl I I >--<1 >_'-41 - 1- j-1-1--f--T -t - I- - -f--f r -11F -t- Jr-{ - -ttirHrL_1• Lr1 _1111 1 IIII I�I I 1 1 I 1 I I pp.,' u. .0. -I- J__ -I - I 1 1 1 T 11 r 1- 1- -f -� ` -I 1- I ---------r>.< 1 I xi 1,1)-d 1 1 1>-<11 I 1 I.<x iLLirJLiHrJIL4n 1 1 1 11 j'1 II I I 11111\I I l 1 1 I I 1 I I I , „I L 1 4 iirj, f _l_ ____ EL 1 , 1 1 1 _ i _ f___ _L i L j_ i IIIIII LII I )_< I I 1 x 1 .�►OZZ4� L I I 1 1 1_I x -I I 1 x I► -.�ill REFLECTED CEILING DEMO PLAN 0 8' 16' 24' RCP LEGEND SYMBOL DESCRIPTION/SPEC EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL r- 1:2;X� 1:„I EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING EXIT SIGN TO BE REMOVED EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. EXISTING DOWNLIGHT TO BE REMOVED. 1 1 1 -t---1- -t--1- EXISTING CEILING GRID AND ACOUSTICAL CEILING TILE TO BE REMOVED. SWITCH LOCATION. EXISTING CEIUNG GRID AND ACOUSTICAL CEILING TILE TO REMAIN. GENERAL RCP SHEET NOTES 1. REFER TO GENERAL RCP SHEET NOTES ON SHEET A.2B.2. KEYED RCP SHEET NOTES O1 EXISTING CEILING GRID AND ACT TO REMAIN. O REMOVE A PORTION OF CORRIDOR CEIUNG GRID AND ACT AS SHOWN. O REPLACE AND REPAIR ACT WHERE DEMOLITION OCCURRED, AND ALL OTHER DAMAGED TILES. 0. REMOVE EXISTING GRID, CEILING TILE AND LIGHTS THROUGHOUT. ALTERNATE: (DEDUCT) EXISTING GRID TO REMAIN. PATCH AND REPAIR AS REQUIRED (ALLOW FOR 10% OF GRID TO BE REPAIRED) b 17 00 Tenant: PROVIDENCE HEALTH & SERVICES RIVERFRONT TECHNICAL PARK 2811 S. 102ND ST., SUITE 220 SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2016 KEY PLAN Professional seal NDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT REVIEW SET 12.30.16 PERMIT SET 01.06.17 CITY CORRECTIONS/REV.1 02.03.17 City Electronic Stamp Location REVIEWED FOR CODE COMPLIANCE APPROVED FEB 14 2017 RECEIVED CITY OF TUKWILA FEB 082017 PERMIT CENTER CitSro nTuj wda BUILDING DIVISION • - 0-01 Project Manager: RM REFLECTED CEILING DEMO PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2B.1 RCP LEGEND Imillmmummmiltimummimil @'1� LJ�IIHIIIHIIIHIIIH1IIHIIIHIUIHIII 111111lllHiPJlHLIllllLllIliIdlIliilIll1I..... 111 111111tea ,��111��1■r■ IIIlmI IiIIiNN411i. aig Iini/iIiuIi6"H4114 IimIiIiIimk IiIiuiIIioH4k Ii1mI1i1IiIiCH41 im1"i1;iao11Ili.4HC•111 ;Iim111;i117i11iukH1i11mm1i=" i11iCHil imi1lmZi1mi1aik ii" llin a 110 1i11HW "1ll1 1 Il1i1Iea/ IllllllHhllHHilllillullllllHhlllllllluI�IC1C:':1I�IImtI1 i1 IIIN 1 1 IIIININ!!!! m■1r1 �.d 1111111i1pIIIIIINI�11■II�1I4IIYII111II PUUIIIIIIII N�n I1HlllHfllHlllHillHlllHillHlllHiilHillHllHII1llHllI1IiHlllg1Hl�1111 11■111 1 ■11�11111■IIIr111■II1111111111111I1 IlHlllHlllHlllHIllHlllHiilklll 1M.iHllllIlNlllHlMIMI IIMIII 111101111M MI NM MN MIMI= 111111111111•11111111gumP: MEMIIM k HkHHEmiL1711:I / 1 I6, N111it1iIR H H H H 11 m UmllaomirflA-r-I-pMriiPiAnMMnEEMwMwEMwMwORioMwEwNwE Au& 41 4 SYMBOL DESCRIPTION/SPEC EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFF EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. N 2 4' LED LIG FI SPEC. LITHONIA LIGHTING, 2FSL4 40L EZ1 LP835 NEW RECESSED DOWNLIGHT. SPEC. LITHONIA, 6" DOWNLIGHT, 5 1 LO 6AVO T EW EXIT SIGN. SPEC. COMPASS, HUBBELL CEG. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEIUNG PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. DRAWING SHOWS ONE METHOD OF PROVIDING EGRESS ILLUMINATION FOR IBC 1006. PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. 11. ALL OFFICE AREAS LESS THAN 300 SQ. FT. , ALL CONFERENCE ROOMS OR SPACES CREATED BY NEW WALLS, REGARDLESS OF THE NUMBER OF FIXTURES BEING REPLACED, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS PER CODE. 12. IN DAYLIGHT ZONES AT EXTERIOR PERIMETER OF SPACE, PROVIDE DAYLIGHT RESPONSIVE CONTROLS PER CODE. 13. WHERE 50% OR MORE LIGHTING FIXTURES ARE NEW OR REPLACED, OR IN ALL NEW SPACES CREATED BY NEW WALLS, EITHER DAYLIGHT CONTROLS, OCCUPANCY SENSORS, OR TIMER CONTROLS PER CODE SHALL BE INSTALLED. 14. CONTRACTOR TO ADVISE IF ANY MEP / LIFE -SAFETY SYSTEMS CAN BE REUSED. KEYED RCP SHEET NOTES • START OF CEILING GRID. • PROVIDE NEW CEIUNG GRID AND ACOUSTIC TILE THROUGHOUT, U.O.N. SPEC. ARMSTRONG, FINE FISSURED #1761, WHITE ANGLED TEGULAR, SIZE: 2'X4'X3/4" (SCORING = 24"X24" SQUARES). ACOUSTICAL CEILING TILE AND GRID TO REMAIN. OF SEIS EXTEND EXISTING IRRIDOR A 1 GRID AS SHOWN. EPARATION JOINTS, TYP. REFER TO DETAIL C/A.9.1 FOR MORE INFORMATION. W. . .tr - N IL III III iiiimm........ MENEMEMENEEMEI I IIUIMIHIEIMIMIIIIIIIIIIILTMIIIIIIILVMIWIIIMUlnillIldhlIlIl e AM 41“ ill S eiL red 710441 1,it2s 11111115i11111 iv we imr TEr LIGHTING CALCULATIONS Aggw, ,4024 11111111111111111 11111111111111111.1M 1111 1 IlhiliiPaRgIOPNIPMFT,Tird.277r- MI imilimilimiti ullNr 11116111114 all 711 I 11111t / REFLECTED CEILING PLAN 0 8' 16' 24' 1/8" = 1'- 0" 2015 Energy Code Compliance Form LIGHTING SUMMARY Interior Display Lighting -Space-by-Space LTG -INT DISPLAY • 11-2013 Project Info Project Address: PROVIDENCE HEALTH & SEVICES Date 12/30/16 2811 SOUTH 102ND STREET For Building Department Use SEATTLE, WA 98168 applicant Name: BURGESS INTERIOR ARCHITECTURE applicant Address: 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Specify Compliance Method on LGT-SUM Location (floor/room no.) Retail Display Area Type* Mowed Watts per S.F.*" Gross Interior Area in S.F. Watts Mowed (watts/sqft x area) SUITE 250 OFFICE -ENCLOSED .89 2,645 2,354 OFFICE -OPEN .78 8,938 6,972 CONFERENCE .98 1,897 1,859 LE 60% or more of luminaries in space replaced _ Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) fighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. STORAGE .5 133 67 TRAINING 1.0 2,331 2,331 ❑ Space is reconfigured -luminaries unchanged or moved only Provide applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13 COMPUTER ROOM 1.37 171 234 * Only retail sales areas that meet the requirements defined in Total Table C405.5.2(2) footnote A may be entered here. •+ Wattages per Table C405.5.2(2) footnote A Display Lighting ++Display Tight allowance per footnote A calculation ++Total Display 13,817 Base Allowance Allowance Specify Compliance Method on LGT-SUM Only separately controlled display fixtures independent of general lighting area per Table C405.5.2(2) footnote A may be entered here Display Area Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixt , e Watts Proposed SUITE 250 2X4 LED LIGHT FIXTURES 215 34 1 7,310 SUITE 250 RECESSED DOWN LIGHTS 9 .0' Proposed Display Lighting Totals Notes: 1. For proposed Dispky Fixture Description, indicate fixture type, lamp type track fighting, list the length of the track (in feet) in addition to the 2. For proposed Watts/Fixture, use manufacturers listed maximum input Section C405.5.1. For line voltage track lighting, list the greater of of current limiting devices or of the transformer. For low voltage track 3. Ust all display fixtures. Total Proposed Watts i 7,919 Retail 1 Retail 2 Retail 3 Retail 4 (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For fixture, Tamp, and ballast information. wattage of the fixture (not simply the lamp wattage) and other criteria as specified in actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage lighting list the transformer rated wattage. 2015 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -SUM 11-2013 Project Info Project Address: PROVIDENCE HEALTH & SEVICES Date 12/30/16 2811 SOUTH 102ND STREET For Building Department Use SEATTLE, WA 98168 Applicant Name: BURGESS INTERIOR ARCHITECTURE Applicant Address: 1326 FIFTH AVENUE, #400, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Project Description 0 New Building 0 Addition ® Alteration 0 Plans Included Lighting Complaince Path 0 Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required) Lighting Power Allowance Method ❑ Building Area Method GI Space -By -Space Method Interior Lighting System Description Briefly describe lighting system type and features Additions and Change of Space Use (C101.4.3C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) LE 60% or more of luminaries in space replaced _ Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) fighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. ❑ Less than 60% of luminaries in space replaced Provide separate Space -By -Space Method (LTG -INT -SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in proposed Wattage table. ❑ lamp and/or ballast replacement within existing luminaries only -existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specifici application controls (C405.2.3), and commissioning of lighting controls per C405.13 o New or moved lighting panel Provide applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13 ❑ Space is reconfigured -luminaries unchanged or moved only Provide applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13 ❑ No changes are being made to the interior lighting and space use not changed. Tenant: PROVIDENCE HEALTH & SERVICES RIVERFRONT TECHNICAL PARK 2811 S. 102ND ST., SUITE 220 SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 B BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenuo, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2016 KEY PLAN Professional seal frillSTERED ic HITECT RANDALL ALAN MORGAN STATE OF WASHINGTON r•f©22 No. Issue Description Date PERMIT REVIEW SET 12.30.16 PERMIT SET 01.06.17 CITY CORRECTIONS/REV.1 02.03.17 City Electronic Stamp Location REVIEWED FOR CODE COMPLIANCE APPROVED FEB 14 2017 City of Tukwila BUILDING DIVISION Drawn by: SH RECEIVED CITY OF TUKWILA FEB 0 8 2017 PERMIT CENTER Project Manager: RM Project No: 16-SB2O-01 REFLECTED CEILING PLAN 00 6 Original drawing is 24" x 36". Scale entities accordingly if reduced A.2B.2 RCP LEGEND } 5040014 IPROPOSEDSIESMIC i4401NPT51 LOCATION [TV M .TR i WO M -EXISTjN(li TO REMAIN.: - CLINICALTRAINING : EXI0TJNGTOREMAINF I THIROUGNOUTCORRIOOR1 LIGHTING CALCULATIONS 0• F'ARSNOCE •1 •1 ! h O! 2015 Energy Code Compliance Form Interior Display Lighting -Space-by-Space LTG -INT DISPLAY Nan. 5.55t5tt .1.15 SEvess Sell SOUTH 102140 SWILL lre 0111611 1.10555 ROW( 551B511FS oos,.. Maas 1316 541 AVC sUlf 500 sumo WA 95101 206 537 7120 Speeyy Con/Rance M. w I51-5011 OR AG 500E 250 011 FE RE NC 1 Mal...5,, 0154 -510501 OnirE -OPEN 056. NCE 51.55. AS SS 1.66 4051 caeurs RaW 10 113 131 O 13617 SpaSy 001{10,e Wl1r1 w 141-S1.111 el 0L LD 50. 150 O REFLECTED CEILING PLAN 8 15' 24' 7.21 LCD 1.17 MAKS RECE55111 WIN 1.101115 21 21 7.310 I.w0 DESCRIPTION/SPEC CoSN.GMORI a 805111 R : 2OM WO G RINK171 15035 Foral lRxlA 6 040400555. .61553 MAR x61 et' 055 a10R.1111 9M0or(0030. NIM UR om Sac COMPASS.IEiNe&uMAL i SIB COORIVIr 000( 52551. GENERAL RCP SHEET NOTES 1. RERA 10 1115611 MI5 TOR 005315%1511 R[510111E010 4/Lw`[vILIER`0011 M5 G. 01151.5`+Oi INOatta.SA1101 85:0[0 RNnaI [F➢il Bl[D 1 50[[M LOP0000M .Wp500 0000 I00.AW 0[9[11 WW1 OILY. FM TO CIRIS0004 DBMS MO [OR IA50,, 2=SEe 51111[06 H A LIEU 1.044051 SO. & WOO a A NUS 005 ASB IAM. 1055 OR RM. AS ROOM /41. Et1511.5 5051.15.0 CM MO C051514 6 RAC [AIRHS0 10 EVNN ALL 005155 moot/non MIS PFMPN10 M.S.Of 000005.0 /5555 V m SIB -0245151106 5 /1515119551 Ita [pPPulq 55 WAIS M MIME nano 10 BE 6 tt4tmWl 5:-.461:5112510, 6 a5rcam11511 ?MUM MT 51¢1510 OM. FOR 411 noon 9. itlM6 9BA2 p45 U010 U 15000 RADS ES0M41pN r1 BE IW0 ['PWM r[A[50 8104041 05 45BY N 5&501101 .No?4 EXISTING MIDIA M RLL 1000155IO ICS 112115! 5 11 10 DC V5 Or 02E55 6[40400405 tr. 9151501 BE OS 0001 ( 50014001E 011 111) AT 111E 1.4105 II. 1armsrcns siueeua S, r UT¢t saaaAll`fl1e[ Wrm`BaiAED 131,1.1011% O11WE If. H Wn10a 40155 AT UMW Pamnm Of 9551 PROD[ [4158 00550655 CM00&5 Fal COOL ma anal m4.- 34%7su`�saRs. o =im°AOLs vu A% 07.1.""`"' 14. EOM.. 10 SOME T NO ROI / TAE -50075 051045 CAN S 11500. KEYED RCP SHEET NOTES p0* WM or atm a AMcaRmcnaNa,404(5004,RF4Rwenn.. 9151naa.„ Nan 5 m54 RAM. 91511 411/1/5(5501(0 • 411, semen) 0 mom 'ammo ram RS 050 CRO 10 MAX Oi IRR Of 505105 s*15 R AI105, nP. Pa[R TO 0.051 W/651 (OR 110E wtl055n4f4 O5103500o5010104150150205me 450 A5511065 LIGHTING SUMMARY 2015 Waehinglan 51010 Nonro.idonlial Energy Code Compliance Form Interior Lighting Summary LTG -SUM Propel 1510 105,5. (35411„ [w,ne.5e Polk 155145 Power Howes 45150 Stow 1195552 52,1ern 11110.DICS 11.111 h SLY IC ES 2111 I SOlell 102110 SMUT .11124 elesinellee 01111T1.10.440,14111‘ 1Gml u •1101 Adwea ad [554.5..5 Sp_e e,e 1010141 lc 110244) S. n/ r 4+''11 ^_"5, .•••=1 ...••=1 .a...,. 11544(54,.cos /,pun ([101.111) hh .w:,=..ii:.na,.aa.++Mww,.s 12 Tenant. PROVIDENCE HEALTH 8 SERVICES WVERFRONT TECHNICAL PARK 08115 102,10 ST., SATE 710 SEATTLE. WA 90168 A Tenan1111ylovanenlla. SABEY CORPORATION 12201 TDI(WILA INTL BLVD FOURTH FLOOR SEATTLE, WA 981685121 I B BURGESS , -N 1-ALLLU !� ii" r T 61;ff:6BiRk; R I en 11) I-TI-I.Trnt CD AE Date PFRII1T REVIEW 552 12.30.16 PERMIT SR 01061) COY CORRECT1035/00344 03 05.12 REFLECTED CEILING PLAN A.2B.2 DOOR SCHEDULE OPENING DOOR FRAME REMARKS NO ROOM NAME HDWE SET SIZE W H FIRE RTG TYPE CONFIG FIN TYPE CONFIG FIN 01 CONFERENCE 02 3'-0" 03 BUILD ROOM 04 3'-0" 05 CHIEF MED OFFICE 02 3'-0" 06 ADMIN OFFICE 02 3'-0" 8'-3" 8'-3" 7'-0" 8'-3" 8'-3" 8'-3" n/a WD F n/a WD F n/a WD F n/a WD F n/a WD F 07 GRIEF ROOM 02 3'-0" 7'-0" n/a WD F 08 09 10 11a 11b 12 13 14a WORK RM FOUND DIR OFFICE OFFICE DIR TRIAGE 24/7 TRIAGE 24/7 STORAGE MEDITATION RM OPEN OFFICE 14b O"E OF IC 14c SOUTH STAIR 15 CLINICAL TRAINING 16 CONFERENCE RM 17a IT/NEW EMPL.TR. 02 02 02 02 02 02 0 05 05 05 01 01 03 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 7'-0" 1 7' - 1' 1 7'-0" n/a n/a n/a n/a n/a n/a n/a n/a WD WD WD WD WD WD WD WD F F F F F F F F - EXIST. 3'-0" 3'-0" 2' 14" 8'-3" EXIST. 7'-0" 7' - 0" 7' 0" EXIST. n/a n/a EXIST. WD WD EXIST. F F EXIST. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. EXIST. ALUM. ALUM. 2 PAINT 1 PAINT DOOR TO HAVE CARD READER ACCESS. 2 PAINT 2 PAINT 1 PAINT EXISTING 1 2 2 2 2 2 2 1 PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAIN T DOOR TO HAVE CARD EADER DOOR TO HAVE CARD EADER. EXIST. 1 1 EXIST. PAINT PAINT IST. DOUBLE DOORS T DOR TO HAVE CIPHtR LOCK. 1 DOOR TO HAVE CIPHER • CK. 17b IT/NEW EMPL.TR. 03 3'-0" 7' - 0" n/a WD V ALUM. 1 PAINT DOOR TO HAVE CIPHER HARDWARE GROUP r, DOOR & HARDWARE GENERAL NOTES HWO1 1 PANIC STYLE HARDWARE OFFICE CIPHER LOCKSET FUNCTION 0 :�it Til 1 1 DOOR SILENCER AND CLOSER NAME PLATES: LANDLORD STANDARD SIGN PLATES AT ADA REQUIRED HEIGHT DOOR PULLS TO BE ADA COMPLIANT - LANDLORD STANDARD HARDWARE HWO2 3 HINGES (DOORS 7'-0") (4 HINGES FOR 8'-0" DOORS) 1 LEVER STYLE OFFICE LOCKSET 1 FLOOR MOUNTED DOOR STOP DOOR PULLS TO BE ADA COMPLIANT - MATCH EXISTING HARDWARE 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. 12 GA. BRACING WIRE A SEISMIC COMPRESSION STRUT 12'-0" 0.C. MAX. IN EACH DIRECTION AS NEEDED. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7-10 13.5.6. SEE NOTES ON M/A.9.1. C USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. ACT SEISMIC BRACING DIAGRAM NTS SIDELIGHT/GLAZING SCHEDULE w w V7 SIDEL IGHT 1- w = HEADER HEIGHT SIDELIGHT TYPE Lug M.E. 8'-2" 1'-10" A 1/4" TEMPERED NA HM HWO3 1 PANIC STYLE HARDWARE (OFFICE CIPHER LOCKSET FUNCTION) s Owe' 1 DOOR SILENCER AND CLOSER 1 HWO4 3 HINGES 1 FLOOR -MOUNTED DOOR STOPS 1 DOOR CLOSER 1 ELECTRIC MORTISE/STRIKE AND CARD READER DOOR PULLS TO BE ADA COMPLIANT - MATCH EXISTING HARDWARE ACCESS CONTROL SYSTEM (BY TENANT) HWO5 3 HINGES 1 LEVER STYLE CORRIDOR LOCK W/ REMOVABLE CORES 1 FLOOR MOUNTED DOOR STOP 1 DOOR SILENCER AND CLOSER 1 ELECTRIC MORTISE/STRIKE AND CARD READER NAME PLATES: LANDLORD STANDARD SIGN PLATES AT ADA REQUIRED HEIGHT DOOR PULLS TO BE ADA COMPLIANT - LANDLORD STANDARD HARDWARE ACCESS CONTROL SYSTEM (BY TENANT) 1 DOOR TYPES WIDTH ,I F (FLUSH) DOOR CONFIGURATION LEGEND 1 FRAME CONFIGURATION LEGEND 0 WIDTH 'I v1 (VISION LITE W/TEMPERED GLASS) 5'-4" 2 SIDELIGHT/GLAZING TYPES WIDTH A GLAZING AS SCHEDULED E = EXISTING, MATCH ALL EXISTING CONDITIONS K 1/4" BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK POWDER DRIVEN FASTENER 24"oc CEILING AS SCHEDULED 2 1/2" X 20 GA. (33 MILS) METAL STUDS STUDS 0 24" OC, TO 11'-7" MAX. HEIGHT 1 LAYER OF 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS ® 12" O.C. MAX. INSULATION UON ON PLANS POWDER DRIVEN FASTENER 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB FULL HEIGHT PARTITION 0" 4" 8" 12" 3" = 1'-0" 1 BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 4 12" LEG AT STRUCTURE - ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2 1/2"x25 GA METAL STUD BRACING ® 48" OC TO STRUCTURE 1/1111/111 1 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF -TAPPING SM. SCREWS ® 48"oc, AND 3/4" PIPE SLEEVES SUSPENDED CEILING AS SCHEDULED INSULATION 2 1/2" X 25 GA METAL STUDS © 24" OC, TO 10'-9" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS POWDER DRIVEN FASTENER ® 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB EXTENDED 6" ABOVE GRID NON -RATED FLOOR TO CEILING PARTITIO 4" 8" 3" = 1'-0" VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, C636, E580, M580), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7-10) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER ASCE 7-10. ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASTM E580. CEILING LESS THAN OR EQUAL TO 144 SQ FT AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASTM E580. THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS, PER ASTM E580. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRE SPACED 4' 0.C., PER ASTM C636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASTM E580. LATERAL FORCE BRACING CEIUNG CONSTRUCTED OF SCREW OR NAIL ATTACHED GWB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10. CEIUNG AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASTME580. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACING SHALL BE 12' 0.C. MAX. AND BEGIN NO FARTHER THAN 6' FROM WALLS. ASTM E580. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFELY FACTOR OF 2 WHICHEVER IS GREATER PER CISCA ZONES 3-4. POWDER ACTUATED FASTENERS (PAF'S) WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, F SHALL HAVE AN ICC -ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES ARE EXEMPT FROM THIS REQUIREMENT. SPLAY WIRES SHALL BE FOUR 12 GAUGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEIUNG. PER ASTM E 580. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASTM E580. CEILING WITH PLENUMS LESS THAN 12" TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTM E580. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEIUNG GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASTM E580. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE TARE DEEMED TO BE EQUIVALENT TO WALLS. PER ASTM E580. SPREADER BARS TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABIUZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH WALL. PER ASTM E580. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE SPREADER BARS. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636. HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4' 0.C. OR 10 GAUGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3-4. POWDER DRIVEN FASTENERS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTENANCE OF ALL OTHER REQUIREMENTS. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER ASTM E580. WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAUGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAUGE WIRES ATTACHED AT OPPOSING CORNERS OF THE UGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS PER ASTM E580. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAUGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580 TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE, IN ADDFON TO 5.4.1, TWO 12 GAUGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED HANGERS. PER ASCE 7-10. SEISMIC SEPARATION JOINTS FOR CEIUNG AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEIUNG BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10. THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF 3/4" . IN LIEU OF SEISMIC SEPARATION JOINTS THE CEIUNG MAY BE DMDED INTO AREAS OF LESS THAN BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6" ABOVE THE LEVEL OF THE PLANE OF THE GIRD AND SHALL BE UNDEPENDABLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLAN OF THE GIRD AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. ASTM E580. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEIUNG TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1" FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580. ACT NOTES b I�� o�O 6 NTS Tenant: PROVIDENCE HEALTH & SERVICES RIVERFRONT TECHNICAL PARK 2811 S. 102ND ST., SUITE 220 SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2016 Professional seal r. 2/ _GISTERFD ::ITEM' RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT REVIEW SET 12.30.16 PERMIT SET 01.06.17 CITY CORRECTIONS/REV. 02.03.17 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 142017 City of Tukwila BUILDING DIVISION PERMIT CENTER Location RECEIVED CITY OF TUKWILA FEB 0 8 2017 Drawn by: SH Project Manager: RM Project No: 16-SB20-01 DOOR SCHEDULE / SIDELIGHT SCHEDULE/ DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1 0 V) 0 CV 0 F) • EQ. r EQ. EQ. MOMEQ. r / / \ \ / / / \ \ \ \ / / / / \ \ \ / / / \ /n\ / \ \ \ / \ / \ \IU/ / \ \U/ / \ \U/ / \v/ \ \Lj/ / \) / \ \ / \\ 77 \\ // \\ 7 7 \ \ if\ 7 \ 7C\ 7 \ t N- 7 ifr\ EQ. EQ. EQ. / UC REF. / / / 14'-0" \ \ i \ \ i \ \ i \ \ i EQ. EQ. EQ. EQ. el —LAM CABINETS WITH TWO ADJUSTABLE SHELVES LAM TOP WITH 4" BACKSPLASH OWER CLOSE S WITH DRAWE AND ONE WHITE MELAMINE ADJUSTABLE SHELF CASEWORK ELEVATION @ WORK RM #8 —LAM UPP CABINETS TWO DJUSTABLE SHELVES SINK & SS -1 SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH LOWER CLOSED CABINETS WITH DRAWER AND ONE WHITE MELAMINE ADJUSTABLE SHELF EQ. 3' CLR. CASEWORK ELEVATION @ EMPL. TR. #17 0 SINK & FAUCET tin- 1 \\ /' / \ /n\ /n\ /fl\ ON \ ,zf'\\ / \v/ \,/ \) / \ \ / \\ 77 \\ // \\ // \\ // ✓ _� =O t N- , 2' CLR j, EQ. I, 3' CLR. EQ. EQ. EQ. / UC REF. / / / 14'-0" SS -1 SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH PL -1 LOWER CLOSED CABINETS WITH DRAWER AND ONE WHITE MELAMINE ADJUSTABLE SHELF CASEWORK ELEVATION @ EMPLOYEE TRAINING ROOM #17 3/8" = 1'— NOT USED NTS Il11lllllllllllllllllllllllllllllllll11llllll1 CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESILIENT TRANSITION STRIP RESILIENT FLOOR AS SCHEDULED THRESHOLD @ CARPET TO VCT. 0 3 6 12 3"=1'-0" 6" m 6" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT, IF CONTROLLER LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATE SWITCHPIATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEM4TIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. C GENERAL DEVICE ALIGNMENT 2'-1" O O O e 0 I"^N /� i NTS LINE OF END OF WALL —REFER TO FLR. PLANS LINE OF CEILING AS SPECIFIED PLASTIC LAMINATE DOORS MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. PROVIDE P—LAM BACK SPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTER TOP W/ PLASTIC LAMINATE PER FINISH SCHEDULE ADJ. SHELVES W/ MELAMINE FINISH BASE PER SCHED. FINISH FLOOR LINE SECTION AT CABINET VARIES (SEE ELEV.) 1-1 /2"=1'-0" NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS D 3 STUDS MIN. BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING NTS PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W/PLASTIC LAMINATE PER FINISH SCHEDULE PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED — REFER TO PLUMBING DWGS 6" MAX. PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT AS REQ'D BASE AS PER SCHEDULE. TURN INSIDE ® CABINET OPENING, TYP. Tenant: PROVIDENCE HEALTH & SERVICES RIVERFRONT TECHNICAL PARK 2811 S. 102ND ST., SUITE 220 SEATTLE, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 B BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 90101 T 206 507 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2016 Professional seal r•: GISTERED ClIITECT ANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PERMIT REVIEW SET 12.30.16 PERMIT SET 01.06.17 CITY CORRECTIONS/REV. 02.03.17 City Electronic Stamp Location REVIEWED FOR CODE COMPLIANCE APPROVED FEB 14 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 8 2017 PERMIT CENTER Drawn by: SH Project Manager: RM Project No: 16—SB20-01 FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. MILWORK/ DETAILS LINE OF CABINET (BEYOND) TYP. ADA SINK SECTION 1-1/2"=1'-0" Original drawing isQQbeenti les accordingly if reduced A.9.2