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Permit D15-0002 - PROVIDENCE HEALTH AND SERVICES - OFFICES, CONFERENCE ROOMS, STORAGE AND BREAKROOM
This 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. D15-0002 PROVIDENCE HEALTH AND SERVICES 2811 SOUTH 102ND STREET, SUITE 200 RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Coda Exemption, � � � I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo 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 26 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 obtaining or providing legal advice exempt from RCW Attorney -Client Privilege — disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); DR4 RCW 5.60.060(2)(a); RCW which protects attorney -client privileged RCW 42.56.070(1) 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 D15-0002 Parcel No: Address ON 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.eov DEVELOPMENT PERMIT 0423049190 Permit Number: D15-0002 2811 S 102ND ST Issue Date: 2/2/2015 Permit Expires On: 8/1/2015 Project Name: PROVIDENCE HEALTH AND SERVICES Owner: Name: SABEY CORPORATION Address: FOURTH FLOOR 12201 TUKWILA INTERN'L BLVD, SEATTLE, WA, 98168 Contact Person: Name: MARK SURYAN Address: 1110 112 AVE NE, STE 500 , BELLEVUE, WA, 98004 Contractor: Name: SABEY CONSTRUCTION INC Address: 12201 TUKWILA INTL BLVD 4 FLR, TUKWILA, WA, 98168-5121 License No: SABEYC1033KM Lender: Name: SABEY CORPORATION Address: 12201 TUKWILA INTERNATIONAL BL, TUKWILA, WA, 98178 DESCRIPTION OF WORK: Phone: (425) 463-1572 Phone: (206) 281-4200 Expiration Date: MINOR TENANT IMPROVEMENT CONSISTING OF DEMOLITION OF WALLS AND SPACE FOR NEW OFFICES, CONFERENCE ROOMS, STORAGE, AND EMPLOYEE BREAKROOM. Project Valuation: $402,915.00 Fees Collected: $6,952.58 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No c 1 l Permit Center Authorized Signature: 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 Nam Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 24: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 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) Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between, the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: 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) 11: 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) 12: 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) 13: 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) 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: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 28: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 25: 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) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***BUILDING PERMIT CONDITIONS*** 30: 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. 31: 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. 32: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 33: 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. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 36: 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. 37: 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. 38: 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). 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 40: 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. 41: 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 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ht!p://www.TukwilaWA.Izov Building Permit No. Project No. Date Application Accepted: Date Application Expires: D t (For office use onl)q CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 042304-9190 Site Address: 2811 South 102nd Street Tenant Name: Providence Health and Services PROPERTY OWNER Name: Sabey Corporation Address: 12201 Tukwila International Blvd., 4th Fir. City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Mark Suryan Address: 1110 112th Avenue NE, Suite 500 City: Bellevue State: WA Zip: 98004 Phone: (425) 463-1572 Fax: (425) 463-2127 Email: Mark.Suryan@MulvannyG2.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila International Blvd., 4th Fir. City: Seattle State: WA Zip: 98168 Phone: (206) 277-5253 Fax: (206) 281-0920 Contr Reg No.: Exp Date: Tukwila Business License No.: Suite Number: 230 Floor: 2nd New Tenant: 0 .....Yes ❑..No ARCHITECT OF RECORD Company Name: MulvannyG2 Architecture Architect Name: Caroline Jones Address: 1110 112th Avenue NE, Suite 500 City: Bellevue State: WA Zip: 98004 Phone: (425) 463-2000 Fax: (425) 463-2002 Email: ENGINEER OF RECORD Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Sabey Construction Address: 12201 Tuwila International Blvd., 4th Floor City: Seattle State: WA Zip: 98168 HAApplical ionsTorms-Applications On Line12011 ApplicationsWcrntit Application Revised - 5-9.1 I.docx Reused: August 2011 Page] of4 bb BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 402,915 Existing Building Valuation: $ 14,021,600 Describe the scope of work (please provide detailed information): A MINOR TENANT IMPROVEMENT PROJECT CONSISTING OF SELECT DEMOLITION OF WALLS AND SPACE FOR NEW OFFICES, CONFERENCE ROOMS, STORAGE, AND EMPLOYEE BREAK ROOM. Will there be new rack storage? ..... Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Addition to Type of Type of Existing Construction per Occupancy per Existing Interior Remodel Structure New IBC IBC I" Floor 88,006 0 0 0 VB B, F 1, S2 2nd Floor 88,006 31,028 0 0 VB B Yd Floor 0 Floors thru 0 Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fit): 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: 0....... Sprinklers 0....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes .......No If "yes', attach list of materials and storage locations an a separate 8-1/2 -x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forme-Applications On Lin0201 1 ApplicationsTennit Application Revised- 8-9-1 I.docx Revised: August 2011 Page 2 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will'be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN" OR AUTHORIZED AGENT: Print Name: Chris Record Mailing Address: 1110 112th Ave. NE, Suite 500 Day Telep. Bellevue City Date: /, 6- , % S� (425)463-1523 WA 98004 state Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 5-9-1 Ldoec Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $4,295.96 D15-0002 Address: 2811 S 102ND ST Apn: 0423049190 $4,295.96 DEVELOPMENT $4,091.60 PERMIT FEE R000.322.100.00.00 0.00 $4,087.10 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $204.36 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: ..40. R000.322.900.04.00 0.00 $204.36 $4,295.96 Date Paid: Monday, February 02, 2015 Paid By: SABEY CONSTRUCTION INC Pay Method: CHECK 51426 Printed: Monday, February 02, 2015 3:56 PM 1 of 1 RWSYSTEMS Date Paid: Tuesday, January 06, 2015 Paid By: SABEY CORPORATION Pay Method: CHECK 51291 Printed: Tuesday, January 06, 2015 2:59 PM 1 of 1 RWSYSTEMS INSPECTION RECORD P(_57-0(:)oZ V with permit INS ION NO. I Retain a copy I PERMIT NO. CITY OF TU::K WILA BUILDING DIVISION 6300 $outhcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Type of inkp Ct 0 Ad p I Date calledV special Instructions'. Date wat!d am. P.M Requester'. I'Lcr'e-s Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat[ to schedule reinspection. fr INSPECTION RECORD., b, Retain a copy with permit I IN TI0 N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prog*ct I V e of inspection: Add Date Cllfed!'�-/ Special Instructions: d-: Date Wantea.m. 7- -7 - /.57 P.m Requestgr: j Z'Q'�z 6nit FRone No: 911- t' nspector: luale:3 — Z-7 —/�l REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. M INSPECTION RECORD Retain a copy with permit IV (-r 0'302I No, PERMIT 90. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pros' t." ('d e, t' � - r� Type of Inspectign.- _ -Gk �('LS r* R Address'. 2-% ( t (0 Date Called: Special Instructions'. Ll Date Wapte a.m. I - p.m. Requestpr'. LA-ko- 6 Phone No: J�� q ( r c1b REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 012- INSP ECTION RECORD Retain a copy with permit IN 5--0002� PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pp9ject: TO 01 In e spectiow Frw..a ( A%$: 5t (0 Date Called: -Wanted- Special Instructions: Date a.m. F, - f p.m, Reque t P one No: - i? I r - -(3 - f F-1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD ICI C` - o 0 r,! Retain a copy with permit Lam-. INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address:�1 �0,1 Suite #: Contact Person: Special Instructions: Phone No.: �4 -Appro'ved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occu anc y Type: Inspector: f �� 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 RECORD l S-�:- d a S 9,1 Retain a copy with permit D! S1_ caOO;;L - INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �^ Type Inspection: �/o S Address: oo j o a Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable 9codes. C orrections required prior to approval. COMMENTS: - v4-LA ISD Si� .o .fir Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: -Occupancy Type: Inspector: J,,(^ � S ?. I Date: �J3o �1 �,'� Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD % 5 - 6)Z � Retain a copy with permit I S - ( Z, INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ��+ ��� C Q Type of Inspe tionL` Address: / 251 S 6 Z Z7iv Contact Perso Suite #: i . / Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:-4:,,*"�- c :�S I Date: 511 SII (— I Hrs.: 7,o $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 RECORD IRetain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project. IIII T'ca ��r of Type of Inspection: Vl i- Address: Contact Person: Suite #: 2 v 11 0 Zi Special Instructions: Phone No.: 4, , � r,7 V 2 - '- � '� pproved per applicable codes. ❑ Corrections required prior to approval. I COMMENTS: • ✓ J 4�tWo �• 1..2 �� 4z� 1Vk�%ow: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: I Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 15, 2015 MARK SURYAN 1110 112 AVE NE, STE 500 BELLEVUE, WA 98004 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 15-0002 PROVIDENCE HEALTH AND SERVICES - 2811 S 102 ST Dear MARK SURYAN, 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) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Code criteria and some plan general notes refer to outdated 2009 International codes and old ANSI codes. Revise plan code criteria, notes and details to show compliance with current 2012 International codes with Washington State amendments and 2009 ANSI accessible codes to include door notes #4 relating to accessible Door -Opening Force. (2009 ANSI 404.2.8 & WAC 1101.2.3) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 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, C Bill Rambo Permit Technician File No. D15-0002 6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665 Joanna Spencer From: Todd Reedy Sent: Wednesday, January 07, 2015 2:46 PM To: Joanna Spencer Subject: RE: Providence Health Services TI @ 2811 S 102nd St D15-0002 Hello Joanna, I am happy to report that Riverfront Technical Park at 2811 S. 102nd St is current on backflow preventer installation and testing. Hope you're having a good day, Todd From: Joanna Spencer Sent: Wednesday, January 07, 2015 12:04 PM To: Todd Reedy Cc: Han Kirkland Subject: Providence Health Services TI @ 2811 S 102nd St D15-0002 Good Afternoon Todd, Are their backflows current? Joanna PERMANENT FILE COPY DIS-p002 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0002 DATE: 01/23/15 PROJECT NAME: PROVIDENCE HEALTH AND SERVICES SITE ADDRESS: 2811 S 102 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Pen -nit Issued DEPARTMENTS: Awo Builing Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator IR PRELIMINARY REVIEW: DATE: 01/27/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: 2DATE: 02/24/15 Approved ❑ Approved with Conditions Corrections Required ❑ (corrections entered in Reviews) Notation: REVI.EWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERh- 111, 10.000 n1h 0 COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0002 DATE: 01/06/15 PROJECT NAME: PROVIDENCE HEALTH AND SERVICES SITE ADDRESS: 2811 S 102 ST X Original Plan Submittal Response to Correction Letter # Building Division Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued AAA /"C H S-T Q P L-- N114- 1-P'3- Fire Prevention ® Planning Division Structural ❑ Permit Coordinator ❑ DATE: 01/08/15 Structural Review Required ❑ DATE: DUE DATE: 02/05/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg �R' fire ❑ Ping ❑ PW ❑ Staff Initials: I/V 12/18/2013 REVISION City of Tukwila SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / Za t S Plan Check/Permit Number: 1 Sr - D 6 a ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name:1 c'o ✓• eQ �, o e 7- z, S �J� e e S Project Address: \ o Z"' S A-ri— Contact Person: _ j/!/J a � �C "7' cl r q -1 , Phone Number: A 2 <-- 1+E 3 - Z o v a- Summary of Revision: COv'%C±rJ -spa 77 � �.� C e n) 1z�� S-erd CSC" c%1= �2Jte— lCtveck MWO N+.fVVI AN,2 3 2,015 Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: fE— Entered in TRAKiT on I `�3` SABEY CONSTRUCTION INC Page 1 of 2 SABEY CONSTRUCTION INC Owner or tradesperson SABEY, DAVID ARTHUR 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 Home Inicio en Espanol Contact Safety Claims & Insurance 12201 TUKWILA INT'L BLVD SEATTLE, WA98168-5121 206-281-4200 KING County Search L&I uSi A-7 Index Help My Secure L&I Workplace Rights Trades & Licensing WA UBI No. Business type 601 532 164 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. SABEYC1033KM Effective — expiration 05/14/1997— 01112/2017 Bond ............... HARTFORD FIRE INSURANCE CO $12,000.00 Bond account no. 52BSBCQ3983 Received by L&I Effective date 12/20/2004 12131 /2004 Expiration date Until Canceled Insurance National Fire Ins of Hartford $1,000,000.00 Policy no. 2094061165 Received by L&I Effective date 10/30/2014 11101 /2012 Expiration date 11/01/2015 Insurance history Savings (in lieu of bond) $6,000.00 Savings account ID 5 6 Effective date 04/ 1994 https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCIO33KM&SAW= 02/02/2015 2 t2 0 rn 0 N N Lij w a 0 0 af O U w Of olf a_ O U m 0 w 0 J d.. DETAIL IDENTIFICATION XX AUX SHEET WHERE DRAWN DETAIL DETAIL IDENTIFICATION CUT LINE - DEFINES XX THE DETAILED 'EL MENT -SHEET WHERE DRAWN WALL SECTION XX DETAIL IDENTIFICATION AX SHEET WHERE DRAWN EXTERIOR ELEVATION ROOM NAME XXX ROOM NAME & NUMBER O WINDOW NUMBER KEY NOTES FINISH TAG 0'-011 SPOT ELEVATION EXTENT OF WORK EXTENT OF WORK �----- PROJECT NORTH - �t� ORIENT TO BUILDING TRUE NORTH NORTH ARROW I=VIT CIrNI NEW CONSTRUCTION - SHOWN SOLID EXISTING CONSTRUCTION TO REMAIN - SHOWN LIGHT BACKGROUND ._._.. ... __ __ .... EXISTING CONSTRUCTION TO BE REMOVED - SHOWN DASHED II o ACOUST ACOUSTICAL ACT ACOUSTICAL CEILING TILE ADJ ADJACENT XX AFF ABOVE FINISHED FLOOR AXXX AL ALUMINUM ALT ALTERNATE APPROX APPROXIMATE DETAIL VIEW BUBBLE ARCH ARCHITECTURAL DETAIL IDENTIFICATION BD BOARD CUT LINE - DEFINES THE BLDG BUILDING DETAILED ELEMENT BLK'G BLOCKING cxx� BO BOTTOM OF V__1_SHEET BOT BOTTOM WHERE DRAWN BTWN BETWEEN DETAIL SECTION CAB CABINET CG CORNER GUARD XX DETAIL IDENTIFICATION CL CENTERLINE CLG CEILING XX AXXX XX CLR CLEAR SHEET WHERE DRAWN COL COLUMN XX CONC CONCRETE INTERIOR ELEVATION coNST CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR XX CPT CARPET XXXX-A CR CARD READER CT CERAMIC TILE DOOR NUMBERS CU FT CUBIC FEET DEPT DEPARTMENT XX DF DRINKING FOUNTAIN DIA DIAMETER EQUIPMENT TAG DIM DIMENSION DN DOWN DTL DETAIL PLAN CONFIGURATION DWG DRAWING INSULATION EA EACH EL ELEVATION X X ELEC ELECTRICAL SECTION ELEV ELEVATOR WALL TYPE CONFIGURATION EPT EPDXY PAINT EQ EQUAL EQUIP EQUIPMENT EW EACH -WAY GCD EXH EXHAUSY"` EXIST EXISTING EXT EXTERIOR RFAC FIN FACTORY FINISH REVISION DELTA &CLOUD FD FLOOR DRAIN FDN FOUNDATION 00'-00" FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR CEILING HEIGHT FF&E FURNITURE, FIXTURES & EQUIPMENT FIN FINISH 00'-00" XX-XX FLR FLOOR FOF FACE OF FINISH FOIC FURNISHED BY OWNER FINISH HEIGHT & TYPE INSTALLED BY CONTRACTOR F010 FURNISHED BY OWNER INSTALLED BY OWNER FOS FACE OF STUD Al Al FRP FIBER REINFORCED PLASTIC. FRT FIRE RETARDANT TREATED NEW EXISTING FS FLOOR SINK GRID GRID FT FOOT/FEET FURN FURNISHED GRIDLINE BUBBLE FURR FURRING FWP FABRIC WRAP WALL PANEL GA GAUGE GB GRAB BAR GC GENERAL CONTRACTOR GL GLASS LS GWB GYPSUM WALLBOARD GYP GYPSUM ACOUSTICAL TILE HC HOLLOW CORE HDWR HARDWARE BATT INSULATION HG HARDWARE GROUP HM HOLLOW METAL GYPSUM BOARD HORIZ HORIZONTAL HT HEIGHT PLYWOOD HVAC HEATING, VENTILATION & AIR CONDITIONING RIGID INSULATION IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER STEEL IN INCH 0 WOOD BLOCKING INSUL INSULATION INT INTERIOR WOOD MEMBER JAN JANITOR JT JOINT L LENGTH, LONG LAM LAMINATE LF LINEAR FEET LT LIGHT MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM, MINUTES MISC MISCELLANEOUS MR MOISTURE RESISTANT MTL METAL NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OPN'G OPENING OPP OPPOSITE PERP PERPENDICULAR PLAM PLASTIC LAMINATE PLYWD PLYWOOD PNL PANEL PR PAIR PREFIN PREFINISHED PROJ PROJECT PT POINT, PAINT R RADIUS, RISER RB RUBBER BASE RCP REFLECTED CEILING PLAN REC'D RECEIVED REF REFERENCE REFR REFRIGERATOR REINF REINFORCING REQ'D REQUIRED RF RUBBER FLOORING RM ROOM RO ROUGH OPENING SAN SANITARY Sc SOLID CORE SCHED SCHEDULE SECT SECTION SF SQUARE FEET SHT SHEET SHT MTL SHEET METAL SIM SIMILAR SPEC SPECIFIED, SPECIFICATION SQ SQUARE SS SANITARY SEWER SST STAINLESS STEEL ST STONE MASONRY OR TILE STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL SYS SYSTEM T TOP,TREAD T&B TOP AND BOTTOM TBD TO BE DETERMINED TEL TELEPHONE TEMP TEMPORARY TOC TOP OF CONCRETE TOJ TOP OF JOIST TOM TOP OF MASONRY TOP TOP OF PARAPET TOW TOP OF WALL TYP TYPICAL UL UNDERWRITER'S LABORATORIES UNO UNLESS NOTED OTHERWISE UTL UTILITY VAR VARNISH VB VINYL BASE VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VT VINYL TILE VTF VINYL TILE FLOORING W/ WITH W/o WITHOUT WB WOOD BASE WC WATER CLOSET, WALL COVERING WD WOOD WIN WINDOW WOM WALK OF MAT OR CARPET WP WATERPROOF, OR WORK POINT WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT REVISIONS I No changes shall be made to the scope of work without prior approval of Tukwila Building division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. LEGAL OWNER: 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30X42-INCHES. SABEY CORPORATION 3. CONSULT DESIGN -BUILD DRAWINGS, IN ADDITION TO ARCHITECTURAL DRAWINGS, FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. 12201 TUKWILLA INTERNATIONAL BOULEVARD 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM ,N SURVEY PREPARED BY OTHERS OR FROM FOURTH FLOOR AVAILABLE RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. SEATTLE, WASHINGTON 98168 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. a. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. ROJECT SCOPE: b. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK. c. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR A MINOR TENANT IMPROVEMENT PROJECT CONVENIENCE ONLY. CONSISTING OF SELECT DEMOLITION OF WALLS d. IF NECESSARY TO COMPLETE THE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN. AND SPACE FOR NEW OFFICES, CONFERENCE 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND ROOMS, STORAGE, AND EMPLOYEE BREAK ROOM. SHALL BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR -CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE AT THE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST -DISRUPTIVE AS POSSIBLE TO THE OWNER'S OPERATIONS. 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD LEGAL DESCRIPTION: MEASUREMENTS. 7. DIMENSIONS ARE TO/FROM THE: THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 4, a. CENTERLINE OF INTERIOR COLUMNS. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. DESCRIBED AS b. GRID LINES ADJACENT TO THE EXTERIOR WALL (FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS THE FOLLOWS: GRID LINE) c. EDGE OR CENTERLINE OF OPENINGS AS INDICATED. d. FACE OF FINISH. COMMENCING AT THE SOUTHWEST CORNER OF GOVERNMENT e. FACE OF CONCRETE OR MASONRY (NOMINAL) LOT 11 IN SAID SECTION 4; f. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB (ALSO NOTED AS FINISHED FLOOR OR INDICATED BY THE "DATUM" SYMBOL) UNLESS NOTED OTHERWISE, THENCE N 14d45'08" W, 477.09 FEET TO AN INTERSECTION WITH g. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED ANDSHALL ALLOW FOR THE THICKNESS OF ALL FINISHES THE NORTH LINE OF THE SOUTH 460 FEET OF SAID GOVERNMENT INCLUDING CARPETING, TILE, WAINSCOT AND TRIM. LOT 11 OF SECTION 4 AND THE NORTHEASTERLY MARGIN OF h. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOR PRIMARY STATE HIGHWAY NO.1 AS ESTABLISHED BY KING OPENING IS 6-INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL. 8. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE COUNTY SUPERIOR COURT CAUSE NO.529021; RESPONSIBLE FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THENCE ALONG SAID NORTHEASTERLY MARGIN, N 14d45'08" W, 9. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR INSTALLED BY THE CONTRACTOR, 689.81 FEET TO THE SOUTHWESTERLY MARGIN OF THAT 200 FOOT SUBCONTRACTORS, OWNER OR OTHERS. SEATTLE TRANSMISSION LINE AS ESTABLISHED BY ORDINANCE 10. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS NO.82986 OF THE CITY OF SEATTLE, AS CONDEMNED IN KING AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, EQUIPMENT, ETC. AND SHALL VERIFY THE SIZES AND LOCATIONS COUNTY SUPERIOR COURT CAUSE NO.469557; WITH SUBCONTRACTORS. 11. PLACE NO OBSTRUCTIONS, INCLUDING MAINS, PIPING, CONDUIT, ETC. OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. RUN PIPING, CONDUITS, ETC. IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS. THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, N 12. ALL CONDUITS, PIPING, ETC. SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS; DO NOT RUN AT AN ANGLE TO THE 14d45'08" W, 22.70 FEET TO A POINT OF SPIRAL CURVATURE; WALLS. 13. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND/OR CEILING FINISHES, DO NOT RUN EXPOSED CONDUITS, THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN PIPING, ETC. ON WALLS OR CEILINGS. ALONG A SPIRAL CURVE TO THE LEFT, THE CHORD OF WHICH 14. ALL WORK IS TO BE PLUMB, LEVEL, TRUE TO LINE, AND STRAIGHT. BEARS N 15d07'51" W, 152.94 FEET TO A POINT OF SIMPLE 15. ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. CURVATURE; 16. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. 17. PROVIDE ALL FASTENERS AND CONNECTIONS (WHETHER INDICATED OR NOT) NECESSARY TO ASSEMBLE THE WORK. 18. PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING, BUT NOT THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, LIMITED NORTHWESTERLY 340.67 FEET ALONG THE ARC OF THE TO, SINKS, WALL BRACKETS NND WALL -HUNG ITEMS. NON -TANGENT CURVE TO THE LEFT, HAVE A RADIUS OF 3970.00 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND FEET, THE RADIUS POINT OF WHICH BEARS S 74d07'22' W, FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. THROUGH A CENTRAL ANGLE OF 046500"; 20. REPAIR, PATCH, OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHER IMPERFECTIONS. 21. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, N JURISDICTION. 11D24'57" E, 327.11 FEET TO THE TRUE POINT OF BEGINNING; 22. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS, LOUD ACTIVITIES (JACK -HAMMERING, SAW -CUTTING, ETC.) AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES (WATER, ELECTRICITY, GAS, FIRE THENCE CONTINUING N 1ld24'57" E ALONG SAID NORTHEASTERLY SPRINKLERS/ALARM, SEWER, ETC.) SHALL BE PERFORMED DURING NON -BUSINESS HOURS AS APPROVED BY THE MARGIN, 61.40 FEET TO A POINT OF SIMPLE CURVE; OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. 23. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY THENCE CONTINUING ALONG SAID NORTHEASTERLY MARGIN, BARRICADES, NORTHWESTERLY 191.94 FEET ALONG THE ARC OF A SIGNS, REFLECTORS, LIGHTS, ETC. TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING NON-TNAGENT CURVE TO THE LEFT, HAVING A RADIUS OF 4190.00 SAFETY ALERTS DURING CONSTRUCTION, DEMOLITION &REMODEL CONSTRUCTION GENERAL NOTES FEET, THE RADIUS POINT OF WHICH BEARS S 64d42'23" W, THE BUILDING WILL BE OCCUPIED AND IN FULL USE BY THE OWNER DURING CONSTRUCTION. THOUGH A CENTRAL ANGLE OF 020729"; 1. CONSTRUCTION THAT MAY AFFECT THE PUBLIC SHALL BE DONE DURING OFF -HOURS. 2. AREAS OF DEMOLITION SHALL INCLUDE, BUT ARE NOT LIMITED TO, ANY STRUCTURAL, PLUMBING, ELECTRICAL, THENCE N 2701'05" E, 89.78 FEET; MECHANICAL, FIRE SPRINKLER, ETC. ITEMS NECESSARY TO COMPLETE THE DEMOLITION WORK. THE CONTRACTOR IS TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB, CURBS, REBARS, THENCE N 48dl1'59" E, 442.51 FEET; ETC. ASSOCIATED WITH DEMOLITION OF AREAS SHOWN. 3. ALL REMOVED ITEMS NOT DESIGNATED FOR REUSE SHALL BE OFFERED IN GOOD CONDITION TO THE OWNER. DURING THENCE S 41d52'02" E, 881.11 FEET; THE BIDDING PERIOD, COORDINATE AND VERIFY WITH THE OWNER AS TO WHICH ITEMS ARE TO BE SALVAGED. 4. DO NOT INTERRUPT ANY SERVICES (WATER, PLUMBING, FIRE SPRNKLER, ETC.) WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER. THENCE S 480528" W, 406.87 FEET; 5. MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATIN3 CONDITION AT ALL TIMES. NOTIFY THE OWNER AND COORDINATE AT LEAST 48-HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING THE FIRE SPRINKLER OR FIRE THENCE N 41d52'51" W, 62747 FEET; ALARM SYSTEMS, PROVIDE FIRE -WATCH AS REQUIRED BY THE JURISDICTION. 6. PROVIDE AND MAINTAIN EGRESS PATHS THROUGHOUT CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXIT SIGNS, THENCE S 48d11'44" W, 218.98 FEET, MORE OR LESS, TO THE POINT LIGHTING, FIRE SPRINKLERS, ETC. OBTAIN FIRE MARSHAL APPROVAL PRIOR TO CLOSING ANY EGRESS OPENINGS OF BEGINNING; (ALSO KNOWN AS LOT 1 OF TUKWILA BOUNDRY AND/OR EGRESS PATHS DURING DEMOLITION/CONSTRUCTION. LINE ADJUSTMENT NUMBER L9700002 AS RECORDED UNDER 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES WITHIN PROXIMITY OF THE WORK AREA PRIOR TO EXCAVATION. RECORDING NO.9707090733); 8. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK TO EXISTING PRIOR TO STARTING SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF ANY WORK. WASHINGTON 9. PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED TO PREVENT DUST AND DEBRIS FROM SETTLING ON ADJACENT AREAS NOT UNDER CONSTRUCTION. REVIEW WITH AND OBTAIN OWNER'S APPROVAL FOR LOCATIONS. JURISDICTION: 10. CAP ALL UTILITIES AND DRAIN LINES BELOW THE FLOOR AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FLOOR CITY OF TUKWILA PATCHING. 11, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND ZONING: MIC/H CONSTRUCTION. 12. WHEN CUTTING AND PATCHING, THE CONTRACTOR SHALL USE METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING SURFACES. CUT HOLES AND SLOTS AS SMALL AS PRACTICALIPOSSIBLE, NEATLY TO SIZE REQUIRED AND WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE 13. WHERE EXISTING CONSTRUCTION IS REMOVED, CUT OR OTHERWISE DISTURBED, PATCH TO MATCH THE EXISTING 2009 ANSI 117.1 ACCESSIBLE CODE ADJACENT SURFACES. SEAMS TO BE AS INVISIBLE AS PRACTICAL. REPAIRED FINISHES SHALL BE EXTENDED TO THE 2012 INTERNATIONAL MECHANICAL CODE NEAREST VISUAL BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE, ETC. 2012 INTERNATIONAL FIRE CODE 14. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PERFORN A SMOOTH AND EVEN TRANSITION. PATCHED WORK TO MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. 2012 UNIFORM PLUMBING CODE 15. REMOVE AND REPLACE AREAS, SURFACES OR ITEMS THAT CANNOT BE SATISFACTORILY PATCHED. ALL CODES WITH WASHINGTON STATE 16. AS A MINIMUM, THE LEVEL OF WORKMANSHIP SHOULD MATCH THE GENERAL LEVEL OF EXISTING WORKMANSHIP. AMENDMENTS 17. WHERE REQUIRED, TRIM EXISTING WOOD DOORS AS NECESSARY TO CLEAR FLOORING. SEAL CUT EDGES. 18. UNLESS SHOWN ON THE DRAWINGS OTHERWISE, DO NOT SUPPORT OR SUSPEND ITEMS, EQUIPMENT, HANGERS, ETC, FROM EXISTING STRUCTURAL MEMBERS (BEAMS, TRUSSES, JOIST, ETC.) WITHOUT WRITTEN APPROVAL OF A LICENSED OCCUPANCY: B - OFFICE STRUCTURAL ENGINEER. A-2 - ACCESSORY OCCUPANCY 19. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER (PARTICULARLY ROOF JOIST) WITHOUT WRITTEN APPROVAL OF A LICENSED STRUCTURAL ENGINEER. 20. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK CONSTRUCTION : TYPE VB - FULL SPRINKLED DESCRIBED IN THE DOCUMENTS IS CONSIDERED A MEANS, METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY (PER PREVIOUS BUILDING PERMIT 2006) OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER TO SUPERVISE, APPROVE, AND/OR PROVIDE DRAWINGS FOR STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTRACT WITH THE ENGINEER DIRECTLY AND THE COST SHALL BE ALLOWABLE AREA: UNLIMITED (60' SETBACK ALL SIDES) INCLUDED IN THE BASE BID. 21. ALL SYSTEMS AND SERVICES ARE TO BE LEFT OPERATIONAL PRIOR TO THE END OF EACH WORKDAY. 22. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOBSITE DAILY AND LEAVE THE BUILDING AND GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. Permit ®. _ b D:M.1__ Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fi Copy and conditions Is acknowledged: By: Date: C Q__0D__ 1 City of Tukwila GENERAL TS101 COVER SHEET, PROJECT DATA, AND GENERAL NOTES GM1 FIRE & LIFE SAFETY PLAN 1 UIDELIN ARCHITECTURAL U $EP�`c�, 1=;:"IT D101 DEMOLITION PLAN F{ � I�{Fw F 'A: A201 OVERALL FLOOR PLAN � A202 ENLARGED FLOOR PLAN echanical A203 ELECTRICAL PLAN I�lectricai A290 WALL TYPES Plumbing A301 REFLECTED CEILING PLAN AND DETAILS Gas Piping A701 INTERIOR ELEVATIONS City of Tukwila A801 INTERIOR DETAILS BUILDING DIVISI01 A901 DOOR AND RELITE SCHEDULE AND DETAILS ID201 NOT USED 1 111116416 [W MECHANICAL AND PLUMBING SYSTEMS r-1 P-/1TYY I^AI f%X If%T1-111^ STRUCTURAL SIZING & CONNECTIONS (ALL DOCUMENTS SHALL BEAR SEAL AND SIGNATURE OF A REGISTERED ENGINEER) ER CITY OF TUKWILLA AND WSRB REQUIREMENTS) t ct TENANT ARCHITECT x. GENERAL CONTRACTOR INTERIOR DESIGNER CORRECTION PROVIDENCE SENIOR COMMUNITY SERV. CONTACT: CHRIS BEAUDOIN t: 425.687.3752 �-""w�� "Y+ F Ott f: ICOi�lP!-tAC 2001 LIND AVE SW C 3 '"ss` D SUITE 180 RENTON, WA 98057 MULVANNYG2 ARCHITEC UR&ty CONTACT: MARK SURYAN N1G OIL t: 425.463.1572 f: 425.463.2002 1110 112TH AVENUE NE SUITE 500 BELLEVUE WA 98004 SABEY CONSTRUCTION CONTACT: GLENN PARRY t: 206.277.5253 f: 206.281.0920 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 MULVANNYG2 ARCHITECTURE CONTACT: ANDREA SMITH t: 425.463.1559 RECEIVED f: 425.463.2002 CITY OF TUKWILA 1110 112TH AVENUE NE SUITE 500 JAN 2 3 2015 BELLEVUE WA 98004 PERMIT CENTER PROVIDENCE I Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110 112TH AVE. NE ( SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com CONSTRUCTION SET 1.09.2015 CAROLYN G. JONES, ARCHITECT 16 ,'CAROLYN G. JONTS STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission In writing from MulvannyG2 Architecture. 0 DATE DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS 14-0197-01 PM: MARK SUR,YAN DRAWN: RH COVER SHEET, PROJECT DATA, GENERAL NOTES TS101 STAIRWELL EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL EXIST. STAIR #1 2 a O co u7 0 Q N N W 2 w Q 0 0 0 U W w Q. U) x U r W 0 w IL f 16'-8" g.11•----------------1 — — 10-10. I 11'-10° MEDICAL 1: RECORDS WORK 1 ROOM 1 I m1 CONFERENCE M 102 ; F.E. ----- —J ;S ■ ; 1 In Fn n WA y t2 B 36'BOOK HOME HEALTH SUITE 106 42'FILE T__ 'III `IF n dl� FIRE &LIFE SAFETY PLAN SCALE: 3/32" = 1 r-0" 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings ... for exit discharge doorways... FI RETURN EXICTATI ST. 107 6A SERVE ' 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. r44 EGRESS SUMMARY QC - Occupancy Schedule Total TOTAL OCCUPANTS: 350 Occupancy Type Load Factor Occupants Calc Calc EGRESS WIDTH PER OCCUPANY : 0.2 NO Room Name (Table 1004.1.1) Area 101 MEDICAL RECORDS Storage & 300 175 SF 1 REQUIRED EGRESS WIDTH: 70" ACcessO 102 WORKROOM Storage & 300 246 SF 1 ACTUAL EGRESS WIDTH (IN) : Accessory (5) 36" DOORS - 33" NET= 165" 103 CONFERENCE Assembly Chairs & 15 188 SF 13 Tables 104 INCOMING (none) 71 SF 0 TOTAL NET = 135" 105 OUTGOING none 60 SF 0 106 HOME HEALTH SUITE Business 100 6,925 SF 70 MAXIMUM DISTANCE TO EXIT ALLOWED: 107 LACTATION (none) 119 SF 0 B OCCUPANCY = 300' 109 CONFERENCE Assembly 15 253 SF 17 Chairs & FE - FIRE EXTINGUISHERS: 75'-0" MINIMUM DISTANCE BETWEEN FIRE EXTINGUISHERS, G.C. TO VERIFY Tables ACCURACY 110 CONFERENCE Assembly 15 189 SF 13 Chairs & Tables FIRE EXTINGUISHER LOCATIONS 111 PHONE (none) 39 SF 0 112 PHONE ROOM (none) 39 SF 0 113 PHONE ROOM (none) 39 SF 0 114 MEDICAL SUPPLY Storage & 300 129 SF 0 Accessory 115 WORKROOM Storage & 300 92 SF 1 Accessory 116 CONFERENCE Assembly 15 107 SF 8 Chairs & Tables 117 OFFICE Business 100 177 SF 2 118 BILLING SUITE Business 100 6,329 SF 64 119 BREAK ROOM *Accessory 15 1,874 S **125 Occ. A-2 121 CONFERENCE Assembly Chairs & Tables 15 90 SF 6 *508.2 - ACCESSORY OCCUPANCIES TOTAL SUITE AREA = 31,028sf BREAK ROOM A2 = 1,874sf 31,028 x .10 = 3,103sf 1,874sf < 3,110 THEREFOR FIRE SEPARATION IS NOT REQUIRE BETWEEN OCC. B AND A-2. 122 CONFERENCE Assembly Chairs & Tables 15 90 SF 6 123 CONFERENCE Assembly Chairs & Tables 15 91 S 6 **508.2 -ACCESSORY OCCUPANCIES - BREAK ROOM OCCUPANCY IS >100 THEREFOR FIRE SPRINKLER SYSTEM SHALL BE REQUIRED. 124 HR SUITE Business 1 100 1,617 SFj 17 WORK UNDER M# EXIST. THIS PERMIT CONDITIONS 16'-9• BANQUETTE 11 i MICR S VENDING125" --r_j- CON F. t; CONFERENCE CONFERENCE i i F.E. u II 109 110 1 i ( I I U) .9 .■® EXIST Ie LL 1■ — �1 PHONE � , 111 000000 • _ 12 r ■ MEDICAL SUPP �1 ■ 114LT-1 �I ■ I -- 18 3" -- -- --- r r;l rl I° ROOM ®®®® 115 - ol NI ® ® N 1 ° 1 36' BOOK 3fi' BOOK ° CONFERENCE ®999 I' ml 116 I IM 0 of ry� ( CONFERENCE I NI I E134 CONF. 1 1 I b I ; F_ 122 1 1 1 1 1 h 10ED � 1 1 1 T-4_ T-9' T•8" 11'-0_ —19' 4' — 10 EO— 1 1 EXIST. G] ID PHONE PHONE BREAK R00 CONF. OFFICE 112 113 '��'1 E�=_ F 119 123 E129 1 < �, 1 1 11, 0Vv=� ===11 L • _ F.E. HR EXIST. EXIST. oI ISUITE R.R. R.R. 124 LED-OU I E131 1 I I ` ° EXIST. E0 E01 VI CO I 1 OFFICE EXIST. E128 COFFEE ° F.E. 1 I ® E 132 39'-10"— � 1 1 m D ; 1 EXIST. 1 qI 00 OFFICE VI' 1 E127 w 1 1 �I■ 1 30' FILE -FILE :d' ■ I 1 I EXIST. EXIST. m OFFICE SERVER i . 11'-9" 1 12'-8" — — — — — — 59`11 — — — — — — I 1 E 125 ■ M BILLIN ® 1 1 M 24'-1' M i■ 1 F ° ■ LL 118 ■ �qOFFICE ;yl a0®asp■■■■■■■■®ii®ii ii®■axis®si■®®oe �I Zoe 117 ;j y ----- m EXIST. OFFICE E103 STAI STAIRWELL EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL EXIST. ELECTRICAL E002 WORK UNDER EXIST. THIS PERMIT CONDITIONS EXIST. VESTIBULE EXIST. E116 CONFERENCE E135 EXIST. EXIST. EXIST. CLOSET OFFICE OFFICE I E133 < I E118 j I E117 EXIST. EXIST, EXIST. EXIST. EXIST. OFFICE11111111111111 OFFICE OFFICE• -OFFICE OFFICE IstEX III11111111 STAIRWELL EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL zuQary t ��J4 — or, �, , " CITY OF TUKWILA JAN 2 3 2015 PERMIT CENTER PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com CONSTRUCTION SET 1.09.2015 ��2E`t(IEoa.�ED FOR CODE COMPI-IANCE APPROVED JAN 3 0 2015 City of Tulwila � BUILDING DIVISICIt, CAROLYN G. JONES, ARCHITECT WOFWASHITNGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission In writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS 14-0197-01 PM: MARK SURYAN DRAWN: CAR DECEMBER 31, 2014 FIRE & LIFE SAFETY PLAN G 10 1 i :V :5 n D r D D L r r Ll L D D r n tJ J L GENERALNOTE LOCAL / STATE / FEDERAL CODES TAKE PRECEDENCE. G.C. TO NOTIFY ARCHITECT OF ANY DISCREPANCIES SET WITH FORTH HERE IN PRIOR TO APPLICATION / INSTALLATION. ENTRANCES & EXITS CONTROLS & OPERATING MECHANISMS 1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES 1. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. THE REQUIREMENTS. 2. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES 2. CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, DISABILITIES. AND OTHER OPERABLE EQUIPMENT. 3. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY 3. , THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER SPECIAL KNOWLEDGE OR EFFORT. OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND WITHIN 54" BUT NOT LOWER THAN 9" IF SIDE APPROACHED. 4. MANUALLY OPERATED EDGE OR SURFACE -MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH 4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO NOT REQUIRE TIGHT GRASPING, PUNCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED DOORKNOB OR SURFACE -MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. REQUIRE MORE THAN ONE OPERATION. 5. FAUCET CONTROLS AND OPERATING MECHANISMS FOR SINKS SHALL BE OPERABLE 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PUNCHING, OR TWISTING OF THE WRIST. TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, FAUCET OPERATIONAL MECHANISM SHALL NOT EXCEED 17" MAXIMUM ON THE REACH. PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE THE FORCE REQUIRED TO ACTIVE FAUCET CONTROLS AND OPERATING MECHANISMS FOR WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS KITCHEN SINKS SHALL BE NO GREATER THAN 5 PLF. LEVER -OPERATED, PUSH -TYPE, AND SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS, SELF- r CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 6. HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 6. VENDING MACHINES SHALL BE INSTALLED IN COMPLIANCE. 7. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A HAZARDS & PROTRUDING OBJECTS SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FT. IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING 1. ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32". STREET OR DRIVEWAY, EXCEEDING 4" IN A VERTICAL DIMENSION, SUCH AS AT PLANTERS OR 8. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY WARNING CURBS PROJECTING AT LEAST 6" IN HEIGHT ABOVE THE AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. 9. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, 2. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO WARNING CURB IS REQUIRED WITH A UNOBSTRUCTED OPENING WITH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 GUADERAIL IS PROVIDED CENTERED 3" +/- 1" ABOVE THE SURFACE OF THE WALK OR DEGREES FROM ITS CLOSED POSITION. SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT, OR NO ADJACENT HAZARD EXISTS. 10. WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST 3. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALK, HALLS, THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. CORRIDORS, PASSAGEWAYS, OR AISLES. 11. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURES BELOW. 4. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR.. FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. 12. THE FLOOR OR LANDING SHALL BE NOT MORE THAT 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. 5. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHAND 12" MAXIMUM 13. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC SLIDING DOORS SHALL HAVE A FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR 6. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME MANEUVERING SPACE. DOORS AS USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT 7. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL CREATING A TRAP OR HAZARDOUS CONDITION. HAVE 80" MINIMUM CLEAR HEAD ROOM. 14. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR 8. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" DOORS AND 5 POUNDS FOR INTERIOR DOORS; SUCH PULL OR PUSH EFFORT BEING APPLIED AT ABOVE THE WALKING SURFACES MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE 9. WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING, BUT NOT ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE LIMITED TO, SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE PREVENT AN OVERHANGING OBSTRUCTION AS DEFINED. ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. 15. WHERE TURNSTILES ARE UTILIZED IN A FACILITY FOR THE PURPOSE OF PROVIDING FULLY SIGNS & IDENTIFICATION CONTROLLED ACCESS, A DOOR OR GATE THAT IS ACCESSIBLE TO PERSONS WITH DISABILITIES 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY SHALL BE PROVIDED ADJACENT TO OR WITHIN A DISTANCE NOT TO EXCEED 30 FT. FROM EACH FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET TURNSTILE EXIT OR ENTRANCE. THE ALTERNATE PASSAGEWAY SHALL BE MAINTAINED IN AN FORTH IN TITLE 24 AND AS SPECIFICALLY REQUIRED IN THIS SECTION. UNLOCKED CONDITION DURING BUSINESS HOURS AND THE DOOR OR GATE SHALL NOT ACTIVATE CONTROLS PEDESTRIAN N A PUBLICLY AUDIBLE ALARM SYSTEM. WHERE POSTS, RAILS, OR OTHER2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A ARE UTILIZED, THEY SHALL PROVIDE 32" OF CLEAR OPENING. BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B. STAIRWAYS 3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 3:5 1. HANDRAILS ARE REQUIRED ON EACH SIDE OF THE STAIRS, MOUNTED AT +34" ABOVE THE AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. NOSING OF THE TREADS. INTERMEDIATE HANDRAIL(S) REQUIRED FOR EACH 88 INCHES OF WIDTH. 4. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING STAIRWAYS LESS THAN 44" IN WIDTH MAY HAVE ONE HANDRAIL. SEE DRAWING FOR HANDRAIL DISTANCE FORM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING EXTENSIONS AT THE TOP AND BOTTOM. AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR 2. ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE. THE MINIMUM CHARACTER HEIGHT SHALL BE 3". 3. THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT 1-1/2" IN CROSS SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL 6. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE BE FREE OF SHARP OR ABRASIVE ELEMENTS. FOLLOWING: 4. THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A STRIPE A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS - OF CLEARLY CONTRASTING COLOR AT LEAST 2" AND NO MORE THAN 4" WIDE PLACED PARALLEL SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. IMPAIRED. THE STRIPE SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT 5. WHERE STAIRWAYS OCCUR OUTSIDE A BUILDING, THE UPPER APPROACH AND ALL TREADS VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" AND NO MORE OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. THAN 4" WIDE AND PLACED PARALLEL TO AND NOT MORE THAT 1" FROM THE NOSE OF THE 7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE SHALL BE OF MATERIAL THAT SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" IS AT LEAST AS SLIP -RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A SHALL BE ACCEPTABLE. MINIMUM OF 1/40" ABOVE THE BACKGROUND. 6. ALL TREAD SURFACES SHALL BE SLIP -RESISTANT. TREADS SHALL HAVE SMOOTH, ROUNDED, OR 8• WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 3105A(e)3 & 7. SIGNS SHALL BE 7. THE NOSING SHALL NOT PROJECT MORE THAN 1-1/2" PAST THE FACE OF THE RISER BELOW, INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED 8. OPEN RISERS ARE NOT PERMITTED U.N.O.. ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. FLOORS & LEVELS 8. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS, OR TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF SPECIAL ACCESS LIFTS. ACCESSIBILITY AND ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 2. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, ELECTRICAL FIRM AND SLIP -RESISTANT. 1. THE CENTER OF ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLE OUTLETS SHALL BE 3. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. INSTALLED NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. 4. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL. TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL NOT BE 5. IF CARPET OR CARPET TILE IS USED ON AGROUND OR FLOOR SURFACE, IT SHALL BE SECURELY MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/ UNCUT PILE TEXTURE. THE 3. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE MAXIMUM PILE HEIGHT SHALL BE 1/2". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY. 4. THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE LOCAL AND STATE JURISDICTION CODE. SANITARY FACILITY FIXTURES & ACCESSORIES 1. HOT WATER AND DRAINPIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. e SCALE: 3/4" = l'-O" 32" MIN. (A) HINGED DOOR f32- ' (C) FOLDING DOOR z 0 RUBBER BUMPER ON CHAIR DOOR CONSTRUCTION 32 0 (B) SLIDING DOOR 32" MIN. X Q h N cL (D) MAXIMUM DOORWAY DEPTH , 071 PULL SIDE 18" PUSH SIDE X X=12" IF DOOR HAS BOTH A CLOSER AND LATCH. (A) FRONT APPROACH - SWINGING DOORS PULL SIDE X X=36" MIN. IF Y=60" X=42" MIN. IF Y=54" PUSH SIDE le 54" MIN. _f Y=48" MIN. IF DOOR HAS BOTH A CLOSER AND LATCH. (Q) HINGE SIDE APPROACH - SWINGING DOORS PULL SIDE 24" Y=54' MIN. IF DOOR HAS A CLOSER. "I li�*1Li111 94" X=12" IF DOOR HAS BOTH A CLOSER AND LATCH. (E) LATCH SIDE APPROACH - SWINGING DOORS NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES. FOR FRONT APPROACHES (B) FRONT APPROACH - SLIDING AND FOLDING DOORS 54" MIN. (D) HINGE SIDE APPROACH - SUDING AND FOLDING DOORS 24" MIN. (F) LATCH SIDE APPROACH - SLIDING AND FOLDING DOORS SCALE: 1/4" = 1'-0" scALE: 1 �4" = 1'-0" DOOR APPROACH DIMENSION S CLEAR DOORWAY WIDTH & DEPTH SOAP 0001 DISPENSER TOILET ROOM SIGNAGE TO COMPLY WITH TITLE 24 W 3T HANDICAP REQUIREMENTS MIRROR 12" DIA. N Z\ 0 c�osErfEac � 0 FAUCET 8 MEN UNISEX WOMEN CONIMILS C)RECEIVED OUT VIM o 0 o Xo L cly Q `� CITY OF TUKWILA < z o a `� INSULATE ZM �� JAN 2 3 2015 UNDER SINK `� Co o PIPES PERMITTGE ER TM DIAOM KLUSIRATE U E aesmucIIM TocAmu 30" MIN. 30" MIN. 51F •_0 9" LAVATORY IDENTIFICATION SPECIFIC RECIUMMOSs � i REAM OVERp sac SYMBOLS �GN AM � MUM IN. SIGNS TO BE 1/8" THICK CLEAR ACRYLIC PLASTIC MIN. PANEL WITH GRAPHICS APPLIED TO THE UNDERSIDE; OVER 1/8" COLORED ACRYLIC (VERIFY COLOR) ATTACHED TO 1 DOORS WITH "SCOTCH MOUNT" DOUBLE FACED ADHESIVE 1/32" THICK TAPE SCALE: N.T.S. MOUNTING HEIGHTS TYPICAL tPROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425,463.2000 1 f 425.463.2002 MulvannyG2.com CONSTRUCTION SET 1.09.2015 REVIEWED FOR ODE COMPLIANCE APPROVED JAN 3 0 2015 City ®f Tukwila ILDINO DIVISION CAROLYN G. JONES, ARCHITECT 16 REGISTERED _ ARCHITECT �CAROLY-JpN-S-- ' STATE OF WASHINGTON 0 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS 14-0197-01 PM: MARK SURYAN DRAWN: RH DECEMBER 31, 20J-4,-, ACCESSIBILITY GUIDELINES 0 DEMO PLAN KEYNOTES GENERAL DEMO NOTES 1. REMOVE WALL AND ALL ASSEMBLY FROM FLOOR TO ALL FLOORING IN ROOMS WITH DEMOLITION WILL BE TO STRUCTURE ABOVE. REPAIR AND REMOVED AND PREP'D FOR NEW FLOORING PER PLAN PATCH EXISTING WALLS TO REMAIN. OWNER RETAINS ALL OWNERSHIP AND RIGHTS TO ALL 2. REMOVE DOOR, FRAME, AND EQUIPMENT AND FURNISHINGS BEING REMOVED. G.C. HARDWARE. TO COORDINATE WITH OWNER. 3. REMOVE ACOUSTICAL CEILING TILE AND LIGHT REMOVE AND REUSE EXISTING EXISTING FIRE FIXTURES (GRID TO REMAIN) REPAIR EXISTING GRID EXTINGUISHER CABINETS. SERVICE EXTINGUISHER AS AS REQUIRED AND PREP FOR NEW ACOUSITICAL TILE. MAYBE REQUIRED. 4. REMOVE EXISTING FLOOR COVERING AS REQUIRED EXISTING WINDOW COVERINGS TO REMAIN. G.C. TO AND PREP EXISTING FLOOR FOR NEW FLOORING. VERIFY CONDITION AND NOTIFY OWNER IF ANY REPAIRS OR REPLACEMENT ARE REQUIRED. 5. REMOVE SINK AND PLUMBING, AND CAP PLUMBING INSIDE WALL OR FLOOR IF WALL IS REMOVED. 6. REMOVE CASEWORK. 7. PATCH AND REPAIR DAMAGE CONCRETE AND REPAIR FLOOR COVERING TO MATCH EXISTING: 8. PATCH AND REPAIR COLUMN WRAPS AS REQUIRED TO MAINTAIN FIRE RATING. 9. REMOVE EXISTING OFFICE PARTITIONS AND RETURN TO OWNER. 7 TYP. \\ - \\ \\\ 1L \ 8 5 \ \`\ TYP. Il II \\ \\ \ \—\------- TYP. \�-� \-------------- — _�---------- I—--------�------- -----— — — — ---- II II \\ \\ \ TYP. TYP. II I I \\ \\ \ \ \ I I \ TYP. TYP. I I 3 4 l \\ \\ \ TYP. TYP. I�----------------------II \\ II--------------®-------ilU- I TYP. 11— I I I I ►— � I II I 3 M4 If j TYP. II II II II II II II II II II 11 II II II ll II I� I� FBI I (I TYP. / I I Ir----------_�—_—--—- - - - - ------- ---- -- -_------- -, -- 111 III TYP.L�/ TYP. `n II II Il I I I II II II Il II IF - WORK UNDER EXIST. THIS PERMIT 0111 CONDITIONS SCALE: 1 /8" = V-O" WORK UNDER at EXIST. _ THIS PERMIT CONDITIONS RECEIVED CITY OF TUKWILA JAN 2 3 2015 PERMIT CENTER PROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 CONSTRUCTION .09.201 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS 14-0197-01 PM: MARK SURYAN DRAWN: CAR DECEMBER 31, 2014 DEMOLITION PLAN J_ 1 ca i Y Uf TUKWILA PROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 198004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com CONSTRUCTION SET 1.09.2015 REVIEVVE=D r=OR CODE COMPLIANCE 1 i C IlY7. .✓ ...... JAN 3 0 2015 City of Tukkida BUILDING DIVISION CAROLYN G. JONES, ARCHITECT ARCHITECT /CAXQLWt-G. JONES STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS 14-0197-01 PM: MARK SURYAN DRAWN: RH DECEMBER 31, 2014 OVERALL FLOOR PLAN OVERALL FLOOR PLAN 1 SCALE: N.T.S. AREA OF WORK THIS PERMIT JAN 2 3 2015 PERMIT CENTER Fat vwl1 I I oil 3if PROVIDENCE S/S CORNER GUARD Health & Services GWB w/ MTL STUD GENERAL PLAN NOTES FLOOR PLAN LEGEND PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW CONSTRUCTION TO COMPLY w/ 2009 IBC AND LOCAL NEW WALL SUITE 180 S/S CORNER GUARD RENTON, WA 98057 ADOPTED ORDINANCES. EXISTING WALL PROVIDE G.W.B. EXPANSION JOINTS WHERE WALLS ARE GREATER Co SEE SHEET A290 FOR ALL NEW WALL TYPES THEN 30'-0" IN LENGTH. EXPANSION JOINTS SHALL BE EQUALLY SPACED IN THE WALL AND EXTEND FROM FLOOR TO FULL HEIGHT AT CORNER 2 2' p REMOVE FINISHES AS NEEDED TO INSTALL ELEC., OF WALL - PLUMB, ETC. G 518 NEW DOOR " P 2x4 OR 2x6 FIREBLOCK ALL PENETRATIONS. PROVIDENCE M WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR rr--'� t` NOTED FOR ANY PART OF WORK, THE DETAILS SHALL HOME HEALTH 2 5J8" 'S' SCREWS MATCH EXISTING BE THE SAME AS FOR OTHER SIMILAR WORK. THE C.G. 24" O.C. MAX ADJACENT SPACE GWB w/ MTL STUD CONTRACTOR SHALL ASSUME CONSISTENT CORNER GUARD RELOCATION SEE DTL. 31A202 CONSTRUCTION PRACTICES OCCUR IN AREAS WHERE 2811 SOUTH 1 O2nd STREET DETAILS DO NOT INDICATE SPECIFIC MATERIALS OR PROCEDURES. SEATTLE, WA 98168 • THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH -OPENING DIMENSIONS w/ ALL DOOR 5/8" TYPE'X' GWB STRIPS - AND WINDOW MANUFACTURERS, SECURE TO STRIPS T-61 /2" T-101 /2" AT END WALL 1 s CONTROL JT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STRUCTURAL SIZING AND CONNECTIONS. 5 GWB EXPANSION JT CORNER GUARD DETAIL TYP. OFFICE WORKSTATIONS SCALE: 3" = 1'-0" SCALE: 6" = 1'-0" SCALE: 1/2" = 1'-0" \J U ✓"'� �. 1 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425,463,2000 1 f 425.463.2002 EXIST. 14 a 10 A e 10 A e RETURN STAIR #1 -6" 13'-6" 18'-9" L. 14'-5" 104 14 B a 19'-10118" 14'-10" 5'-5" 10 A e 10'-0" WORK UNDER EXIST. % w_ 3/A701 B THIS PERMIT CONDITIONS MuivannyG2.com q 14 B a F- = ;; _ ------ BANQUETTE 1 M 14 C a 8 C- d' 18 D , 2/A701� E001 0 18 D a 118 ' MICROS ti 2�'-10� VENDING �J CONF. N 106 1 ICAL 1/A701 B 3'-0" 4'-4" 104 LACTATION CONFERENCE CONFERENCE I A 18 C- 121 CONSTRUCTION ECORDS WORK � CONFERENCE EXIST. r 18 D a iFLI C.G. F.E. C Y rn 101 ROOM 1 105 SERVER 107 109 110 D 51A701 , p 121 ExIs1 SET 102 103 C ; 18 C - E001 18 D a 110 N ; I . 5a/A701 E CONFERE 1 , 09.2015 ---- ----- 18 D a 0 c� �-' 18 D a11mm, E 134 C.G. F.E. C.G. 107 ��' N -'o _ CONF 1 C.G. 103 C.G. 109 18 D a 101 T-5" T-6" 1$ D a b i 0 c=n 1221$ C-D a UTGOING ED w r-,`� 112 113 c.G. c G C'G' � 111 C.G. c.G. 111 0 EXIST. STAIR #1 a N O CO U') T O N N N W C W Q 0 0 0 U W Of W W (L 0 U) W U } m 0 W 0 J d MEDICAL RECORDS EU-0171 WORK ROOM 102 CONFERENC 103 OUTGOING IE HEALTH SUITE 106 FLOOR OUTLETS o i000 ELECTRICAL PLAN SCALE: 3/32" = 1'-0" EXIST. SERVER E001 EXIST. STAIR # AI MEDICAL SUPPY 114 WORK ROOM 115 cliff CONFEREN( 116 OFFICE 117 M. CONFERENCE 109 CONFERENCE - 110 ELECTRICAL PLAN NOTES • THIS PLAN IS FOR GENERAL REQUIREMENTS ONLY. GENERAL CONTRACTOR AND DESIGN BUILD ELECTRICAL CONTRACTOR TO VERIFY ALL REQUIREMENTS, EQUIPMENT AND DATA LOCATIONS WITH THE OWNER AND OBTAIN WRITTEN APPROVAL FROM OWNER PRIOR TO COMMENCEMENT OF WORK. ELECTRICAL LEGEND GENERAL CONTRACTOR AND DESIGN BUILD ELECTRICAL TO VERIFY ALL EXISTING CONDITIONS. • ALL WORK MUST BE PER CURRENT ELECTRICAL CODES AND LOCAL SYMBOL DESCRIPTION JURISDICTION REQUIREMENTS. DESIGN BUILD ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR LABELING ALL GROUND -FAULT CIRCUIT INTERRUPTER (GFCI) OUTLETS ON THE DESIGN BUILD DRAWINGS AND INSTALLING DUPLEX OUTLET THEM WHERE REQUIRED BY CODE. QUAD OUTLET ALL OUTLETS SHALL BE AT 16" AFF UNLESS NOTED OTHERWISE • ALL SWITCHES SHALL BE AT 48" AFF TO CENTER UNLESS NOTED OTHERWISE POWER POLE - POWER DESIGN BUILD ELECTRICAL CONTRACTOR SHALL VERIFY ALL MECHANICAL EQUIPMENT REQUIREMENTS AND VERIFY LOCATIONS OF THERMOSTATS WITH OWNER. ® VOICE AND DATA GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANY REQUIREMENTS INCLUDING BUT NOT LIMITED TO POWER, TELEPHONE AND CABLE COMPANIES AND PROVIDE AS REQUIRED. COORDINATION SHALL BE DONE PRIOR TO BID. O DATA ONLY • GENERAL CONTRACTOR SHALL VERIFY AND PROVIDE ALL FIRE ALARM EQUIPMENT REQUIREMENTS WITH BUILDING OWNER AND AS REQUIRED BY THE STATE AND LOCAL AUTHORITY HAVING JURISDICTION FOR A COMPLETE CODE COMPLIANT SYSTEM ELECTRICAL DESIGN BUILD CONTRACTOR TO VERIFY POWER POLE LAYOUT DOES NOT CONFLICT WITH MECHANICAL, LIGHTING FIXTURES, AND SPRINKLER HEAD LOCATIONS PRIOR TO 6 VIDEO OUTLET ® CARD READER INSTALLATION. cR E EXISTING CARD READER FINISH OF ALL POWER POLES SHALL MATCH THE FINISH OF THE ADJACENT FURNITURE. FINISH 1 SHAL PPROVED BY OWNER PRIOR TO IN AT INCLUDE ENTIRE PROVIDENCE SUITE ON GENERATOR BACKUP. ADD ELECTRICAL STRIKES AT ALL CARD READER LOCATIONS. EXISTING DUPLEX �E EXISTING QUAD OUTLET EXIST. EXIST. ELECTRICAL OFFICE E002 1 E103 EXIST. CONFERENCE E134 EXIST. CLOSET E133 EXIST. CONFERENCE E135 EXIST, VESTIBULE E116 EXIST. OFFICE El 19 PROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 CONSTRUCTION SET 1.09.2015 e%AMr%l VAI f�_ IlIAICQ AMI�U MVl r © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission in writing from MulvannyG2 Architecture. 0 DATE IDESCRIPTION 10,21.14 BID SET 12.31.14 PERMIT SET 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS EXIST. oEXIST.o EXIST. IL• 11111111111111 m •- OFFICE lilllllllll '�E108 - - - STAIR #311111111111 �� ;- 31, 201,- � � f RECEIVED CITY OF TUKWILA JAN 2 3 2015 PERMIT CENTER ELECTRICAL PLAN a. N O LO O N N N T C W ❑ O 0 W W _ a 0 U) U } m ❑ W 0 J d AIL PARTITION: MATCH EXISTING IATCH EXISTING GWB 9ATCH EXISTING GWB TUDS - MATCH EXISTING SULATION - MATCH EXISTING STUD WALL (MATCH EXISTING) I I METAL STUD WALL PER PLAN I I NOTE: DO NOT ATTACH STUD TO DEFLECTION TRACK TO ALLOW FOR VERTICAL MOVEMENT. STUD SUPPORT TO BE IN ACCORDANCE WITH MFR. STANDARDS AND PER CODE. `—EXISTING ROOF FRAMING ATTACH CROSS BRACING TO ROOF DECK. PROVIDE RIGID STEEL C—STUD CHANNEL BRACE AS REQ. DIA. BRACING AT EXIST. STRUCTURE SCALE: 3" = V-0" GENERAL CONTRACTOR TO VERIFY AND MAINTAIN FIRE RATINGS OF ALL EXISTING WALLS. PARTITION: 1 HR RATED UL DESIGN U419 40-44 STC (NGC 2385) 5/8" TYPE X GWB 5/8" TYPE X GWB METAL STUDS PER BELOW INSULATION IF NOTED [1 4 3 5/8" METAL STUD [1 cJ11 6" METAL STUD [16 8" METAL STUD REMARKS: 45 - 49 STC WITH INSULATION (NRCC 816-NV) NEW SUPPORT FRAMING AS REQ'D TO BE COORDINATED WITH CONTRACTOR/ ENGR. — I— U W J U_ W ❑ s- EXISTING ROOF FRAMING DEFLECTION TRACK STEEL STUD FRAMING PER ARCH. DRAWINGS CONNECTION TO STRUC. ABOVE SCALE: 3/4" = 1'-0" BOTTOM OF STRUCTURE i I I -SOUND I INSULATION HARD LID CEILING WHERE OCCURS 2 A202 PARTITION : NON -RATED mom [mom min m■■ 5/8" GWB 5/8" GWB METAL STUDS PER BELOW INSULATION IF NOTED 21/2" METAL STUD 3 5/8" METAL. STUD 6" METAL STUD 8" METAL STUD BOTTOM 0 STRUCTUF — I I —J LAY -IN EILING WHERE OCCURS 2 A202 , WAR 40-44 STC (NGC 2385) 1 ?02 WALL TYPE TAG: DENOTES PLAN CONFIGURATION DENOTES SECTION CONFIGURATION DENOTES INSULATION " " "OM OF ICTURE )2 JAI MATCH EXISTING CONSTRUCTION INSULATION: I H- NONE a ACOUSTICAL INSULATION t THERMAL INSULATION ne MATCH EXISTING NOTES: 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DESIGN -BUILD STRUCTURAL SIZING AND CONNECTIONS. 2. ALL INSULATION SHALL HAVE MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 450 IN ACCORDANCE WITH IBC 719.2. 3. FIRE RATING AND SOUND TRANSMISSION COEFFICIENTS ARE BASED UPON THE ASSEMBLIES SHOWN WITHOUT INSULATION, UNLESS NOTED OTHERWISE. 4. REFER TO WALL DETAILS FOR TERMINATIONS, CONNECTIONS, PENETRATIONS AND INTERSECTIONS. 5. ACOUSTIC SEALANT SHALL CONFORM TO ASTM C919-02. 6. SEPARATE BACK TO BACK ELECTRICAL OR OTHER UTILITY BOXES BY AT LEAST ONE STUD BAY IN SINGLE STUD WALLS AND TWO STUD BAYS IN STAGGERED STUD OR DOUBLE STUD WALL ASSEMBLIES. 7. SEAL ALL DUCT, CONDUIT OR PIPING PENETRATIONS THROUGH ACOUSTICALLY RATED CONSTRUCTION TO PREVENT DIRECT CONTACT USING RESILIENT NON -HARDENING CAULK. USE FIRE -RATED ACOUSTICAL CAULK IN FIRE -RATED CONSTRUCTION. 8. REFER TO PLUMBING DRAWINGS AND SPECIFICATIONS FOR VIBRATION ISOLATION REQUIREMENTS IN AREAS WHERE PLUMBING RUNS IN PROXIMITY TO NOISE -SENSITIVE SPACES. 9. STAGGER ALL JOINTS WHENEVER TWO OR MORE LAYERS OF GWB ARE SCHEDULED. 10. SECURE BATT INSULATION TO THE STRUCTURE AS REQUIRED TO PREVENT SAGGING OR DISPLACEMENT. 11. CONFORM TO TESTING AGENCY ASSEMBLY # NOTED FOR EACH RATED WALL TYPE. RECEIVED CITY OF TUKWILA JAN 2 3 2015 PERMIT CENTER PROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com CONSTRUCTION SET 1.09.2015 'FOP, CODA= Co jOj �l._I�`�v JAN 3 0 2015 ( Ity O fLk%11!1;1 DI.IIL.DU IO DI..... I jio "" CAR0LYN G. JONES, ARCHITECT UAHC7 7N G. JONES STATE OF WASHINGTON A m MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission In writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS 14-0197-01 PM: MARK SURYAN DRAWN: RH OCTOBER 22, 2012 WALL TYPES FAY�%I17 GYPSUM BOARD N O CO to O N N N W 2 C W a 0 0 0 0 W W CL U m 0 W 0 J d 0 1 TRADITIONAL FRAMING } EXPOSED TEE GRID LAY -IN FLUSH T TRANSITION MOLDING MAIN TEES HANGER WIRES TO STRUCTURE MIN. 25 GAUGE FILLER STRIP BY OTHERS SEE MANUFACTURERS SPECS FOR SPACING @ ALL EXPANSION JOINTS MAX 8" lie MINIMUM 12 GA WIRE 4'- 6 MAXIMUM OUT OF PLUMB 1:6 - IF GREATER 0" OC, MAXIMUM PROVIDE COUNTER -SLOPING WIRES SPREADER BAR MINIMUM (3) TURNS IN 1-1/2" LAY -IN BOARD, SEE ROOM FINISH SCHEDULE ARMSTRONG BERC2 CLIP (OR PRODUCT SIMILAR) HEAVY DUTY SYSTEM MAIN RUNNER AT 4'-0" OC, MAX " CROSS TEE POP RIVET —' NOTE: CEILING MEMBERS MAY BE ATTACHED TO NO MORE THAN (2) ADJACENT WALLS A - UNATTACHED WALL B - MAIN RUNNERS 8r CROSS TEES PARALLEL TO MAIN RUNNER, 12 MIN (4) TURNS IN GA WIRE TYPICAL 1-1/2" IA— ;, PARALLEL TO CROSS TEE VERTICAL STRUT COMPRESSION POST TO STRUCTURE ABOVE 12'4" OC EACH WAY, START 6'-0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER ; TE IM V V IN' 1IM1 REFLECTED CEILING NOTES • THE PLAN IS FOR GENERAL REQUIREMENTS ONLY. GENERAL CONTRACTOR TO REVIEW WITH ALL SUB CONTRACTORS EXISTING CONDITIONS PRIOR TO CONSTRUCTION FOR REFLECTED CEILING ISSUES, INCLUDING ELECTRICAL AND MECHANICAL. ELECTRICAL DESIGN BUILD TO VERIFY ALL REQUIRED LIGHT LEVELS AND REVIEW ANY REQUIRED CHANGES WITH ARCHITECT. • ALL WORK MUST BE UP TO CURRENT CODE AND LOCAL JURISDICTION. • ALL CEILINGS WITH NEW WORK ARE TO MATCH EXISTING HEIGHTS, COLOR, TEXTURE AND MATERIALS U.N.O.. • BALLASTS TO BE ENERGY SAVING. • INSTALLATION SHALL COMPLY WITH NEC, STATE AND LOCAL CODES. • LIGHTING FIXTURES SHALL BE NEW, SPECIFICATION GRADE, LAMPED, UL LISTED AND SUBMITTED TO OWNER/ARCHITECT FOR REVIEW. PROVIDE REQUIRED TRIM, MOUNTING ACCESSORIES, SEISMIC BRACING, ETC. FOR COMPLETE INSTALLATION. • PATCH GRID WHERE WALLS HAVE BEEN REMOVED. 042wel \ k GRIDS ARE EXISTING TO REMAIN. FIELD VERIFY FOR ANY COORDINATION ISSUES. 2x4 LED LIGHT G.W.B. CEILING LED CAN LIGHT EXIT SIGN A.C.T. CEILING INSTALLATION REQUIREMENTS SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED PER ASTM C636 AND MANUFACTURES REQUIREMENTS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GA WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. • MINIMUM 2" WIDE WALL MOLDING. • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL MUST HAVE A 4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. • PROVIDE MANUFACTURES HEAVY DUTY GRID SYSTEM. • CEILING AREAS OVER 1,000sf MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. • CEILING AREAS OVER 2,500sf MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. CHANGE IN CEILING PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SUSPENDED • CEILING WILL BE SUBJECT TO SPECIAL INSPECTIONS AS REQUIRED BY LOCAL BUILDING OFFICIAL • IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. 2" C - ATTACHED WALL PARALLEL TO "-tk CROSS TEE ;PARALLEL TO cn MAIN RUNNER �DD _X D - SEISMIC BRACING rll/ \lit II li PROVIDE"'NICE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 ( f 425.463.2002 MulvannyG2.com CONSTRUCTION SET 1.09.2015 FOR JA 1 3 0 2015 city of Tull- 3i aI���I BUII_.DING DIN/ ..� CAROLYN G. JONES, ARCHITECT 6 ` aEGISTERED STATE OF WASHINGTON 0 © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission In writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS 14-0197-01 PM: MARK SURYAN DRAWN: REFLECTED CEILING PLAN AND DETAIL M _x F n N O cc to O N N N W W 1p 10 A801 BASE ONLY A8O1 W-1 ---i �— N-0 0 (V i 4'-0" 2'-9" I 2'-6" 4'-0" 2'-9" ELEVATION: A WORK ROOM - 102 SCALE: 1/4" = 1'-0" IA% RAl-lA/A%1r ELEVATION: A SCALE: 1/4" = V-0" RECYCLE [TRASH r.r�rr�r. �i rn ELEVATION: E BREAK ROOM - 119 SCALE: 1/4" = 1'-0" I 3'-0" 2'-0" 2-9" ELEVATION: B RECYCLE/TRASH 4" RUBBER BASE, ... . ELEVATION: F 2'-6' L1'-3" L1'-3" L 3'-0" ELEVATION: A RETURN - SCALE: 1/4" = V-0" SOAP DISP. P-1 P-2 9 A801 BASE ONLY �— PAPER TOWEL DISP. P-1 P-2 H801801 BASE ON Y 1'-3" 2'-6" L 3'-0" 2'_0" VERIFY REQ ELEVATION: B 104 LACTATION - 107 SOAP DISP. o e 0 N L 2'-0" L 2'-9" V-6" k 2'-0" L 3'-0" k ELEVATION: B ELEVATION: A PAPER TOWEL DISP. SCALE: 1/4" = 1'-0" L VERIFY REQ. L 4'-0" L 2'-9" ELEVATION: D L T-0" 2'-9" L 2'-6" L 2'-6" L ELEVATION: C WORK ROOM - 115 SCALE: 1/4" = 1'-0" 10 P-2 A801 P-1 —� L 2'-0" L 3'-0" L T-0" L — 4" RUBBER BASE, TYP. ELEVATION: C WORK AREA SCALE: 1/4" = V-0" PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110112TH AVE. NE SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com CONSTRUCTION SET 1.09.2015 SEE SHEET ID202 FOR FINISH LEGEfDI�,�.��� CCU/ GO'Nfl iPLll'�4` CE JAN 3 0 city Of-r11"w"Ilk k v'. RECEIVED CITY OF TUKWILA JAN 2 3 2015 PERMIT CENTER CAROLYN G. JONES, ARCHITECT N4 JONES WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission In writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS 14-0197-01 PM: MARK SURYAN DRAWN: RH OCTOBER 25, 2012 0 EXISTING V1 FB-1 BACKII W/ z' PLYW( 3 5/8" META PLYWOOD SHEATHING FB-2 CUSHY P-2 FINISH BANQUETTE SEATING SCALE: 1-1/2" = 1'-0" a (V O to LO O N CV N W Q NOTE: 1. CABINET SHOWN W/ 3 DRAWERS. SEE INTERIOR ELEVATIONS FOR OTHER DRAWER COMBINATIONS. 0 M ow SCALE: 1-1/2" = 1'-0" a CN NOTES: 1. SEE INTERIOR ELEVATIONS FOR LOCATIONS W/ FIXED PANEL, SINK OR DRAWER (SHOWN DASHED) HAND SINK / CABINET SECTION SCALE: 1-1/2" = 1'-0" ALL SURFA( ADJ. SHELV P-LAM FACE TOP AND SP WIRE PULL BASE PEF SCHEDUL 10 TYPICAL BASE / UPPER SCALE: 1-1/2" = 1'-0" a PROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com CONSTRUCTION Cate RECEIVED CITY OF TUKWILA JAN 2 3 2015 PERMIT CENTER SET 1.09.2015 111111111110 CAROLYN G. JONES, ARCHITECT 0 m MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS 14-0197-01 PM: MARK SURYAN DRAWN: INTERIOR DETAILS � � 1 2 n. 0 1.0 N 04 N N C W DOOR SCHEDULE DOOR FRAME NO ROOM TITLE TYPE WIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH COMMENTS 101 MEDICAL RECORDS B 3' - 0" 8'-8" WD S AL C, L 103 CONFERENCE E 3' - 0" 8'-8" WD S AL C 104 RETURN A 3' - 0" 7' - 0" WD S AL C, L 105 OUTGOING A 3' - 0" 7' - 0" WD S AL C, L 106A HOME HEALTH B 3' - 0" 8'-8" WD S MTL P C, L, PH, KC - SEE NOTE 1 106B HOME HEALTH B 3' - 0" 8'-8" WD S MTL P C, L, PH, KC - SEE NOTE 1 107 LACTATION B 3'- 0" 8'-8" WD S AL C, L 109 CONFERENCE E 3' - 0" 8'-8" WD S AL C 110 CONFERENCE E 3' - 0" 8'-8" WD S AL C 111 PHONE C 3' - 0" 8'-8" WD S AL C 112 PHONE C 3' - 0" 8'-8" WD S AL C 113 PHONE C 3' - 0" 8'-8" WD S AL C 114 MEDICAL SUPPLY D 3' - 0" 8'-8" WD S AL C, L 116 CONFERENCE E 3' - 0" 8'-8" WD S AL C 117 OFFICE F 3' - 0" 8'-8" WD S AL C, L 118 BILLING B 3' - 0" 8'-8" WD S MTL P C, L, PH, KC - SEE NOTE 1 119A BREAK ROOM H 5' - 0" 7'-0" - - MTL P CASED OPENING 119B BREAK ROOM H 5' - 0" 7'-0" - - MTL P CASED OPENING 121 CONFERENCE E 3'- 0" 8'-8" WD S AL C 122 CONFERENCE E 3' - 0" 8'-8" WD S AL C 123 CONFERENCE E 3' - 0" 8'-8" WD S AL C E001 SERVER G NOTES: 1. FINISH CORRIDOR SIDE OF DOOR TO MATCH EXISTING ADJACENT CORRIDOR DOOR FINISHES. 2. ALL DOORS, FRAMES AND HARDWARE TO MATCH EXISTING ADJACENT OFFICE SUITE. GC TO VERIFY WITH OWNER KEYING REQURRMENTS. DOOR REMARK NOTES 1. EXIT DOOR TO SWING IN THE DIRECTION OF TRAVEL ALL BUILDING EXITS TO HAVE AN ILLUMINATED EXIT SIGN. SIGNS TO HAVE BATTERY BACKUPS. 2. PROVIDE ADA APPROVED STROBE LIGHT AT HANDICAPPED ACCESSIBLE EXITS. POWER TO BE SUPPLIED BY TWO SEPARATE CIRCUITS. ONE OF WHICH SHOULD BE CONTROLLED SEPARATELY FROM ALL OTHER CIRCUITS. 3. GLAZING IN DOORS TO BE SAFETY GLAZING PER I.B.C.. SIDELIGHTS ADJACENT TO DOORS TO 4. OPENING FdRdf- 0f ACCESSIBLE EXft DMIAS (OTHER THAN FIRE DOORS) SHALL NOT EXCEED 5 POUNDS AT EXTERIOR DOORS, N 5 POUNDS AT SLIDING, FOLDIN�GJNTERIQR SWING DOORS 5. A A HE ENTI SEALANT APPLICATION AT INTERIOR FRAMES SHALL CLOSE THE GAP BETWEEN THE WALL SURFACE AND THE FRAME, AND SHALL NOT CREATE A COVE. DOOR HANDLE HARDWARE TO BE "LEVER" TYPE TO MEET ADA REQUIREMENTS. 6. EXTERIOR DOOR BUTTS TO HAVE NON -REMOVABLE PINS. 7. GENERAL CONTRACTOR TO PROVIDE ALL LOCK SETS. KEYING SYSTEM AND CORES TO BE BY OWNER. PROVIDE MINIMUM (3) SILENCERS PER DOOR. 8. PROVIDE AND INSTALL 6" SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON THE DOOR 9. SIGNS TO BE CENTERED AT 60" A.F.F. PROVIDE ADA APPROVED HANDICAPPED THRESHOLD AT MAIN ENTRANCE AND ALL EXIT DOORS. 10. PROVIDE WALL STOPS AT ALL INTERIOR DOORS UNLESS NOTED OTHERWISE. 11. OPAQUE DOORS TO BE INSULATED W1.06 U-FACTOR. 12. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUGH THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL DOORS NOT LOCATED BY DIMENSIONS, PLANS OR DETAILS SHALL BE 6" FROM FACE OF STUD TO EDGE OF DOOR OPENING OR CENTERED BETWEEN ROOM PARTITIONS AS SHOWN UNLESS NOTED OTHEREWISE. 13. SEE SHEET G102 FOR ADA DOOR CLEARANCE REQUIREMENTS. 14. PROVIDE RE -KEYING FOR ALL DOORS IN "THALES" SUIT . 0 liii ♦ illll 1 11 6 iiir;i lir ♦11 low] n viliil� AP: ARMOUR PLATE P: PAINT AL: ALUMINUM PB: PUSHBAR B: BUZZER ENTRY PH: PANIC HARDWARE C: CLOSER S: STAIN HM: HOLLOW METAL T: THRESHOLD KC: KEYCARD ENTRY WD: WOOD L: LOCK WS: WEATHER STRIPPED 1 CLOSER 2 DOOR TYPES WIDTH WIDTH WIDTH 64' 91-4" WIDTH, I I I q iV 1 I I o M I . ih , M A SINGLE DOOR B I SINGLE DOOR C SINGLE DOOR W/ GLAZING D DUTCH DOOR E SINGLE DOOR W/ SINGLE SIDELITE I- SINGLE DOOR W/ TRIPLE SIDELITE REMOVE EXISTING DOOR RUBBER BASE AND FRAME, REFINISH TO MATCH NEW DOORS, AND REINSTALL EXISTING DOOR H CASED OPENING tPROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com CONSTRUCTION Jf�i� 3 0"9J C^ y RECEIVED CITY OF TUKWILA JAN 2 3 2015 PERMIT CENTER SET 1.09.2015 CAROLYN G. JONES, ARCHITECT 216 , RELISTERED G.JONES OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE. DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS 14-0197-01 PM: MARK SURYAN DRAWN: DOOR SCHEDULE AND DETAILS 0 INTERIOR FINISH LEGEND NOTE DESCRIPTION MANUFACTURER/ DISTRIBUTOR PRODUCT COLOR/STYLE SIZE FINISH/ BACKING NOTES ACT-1 ACOUSTIC CEILING TILE ARMSTRONG FINE FISSURED #1761 WHITE/ANGLED TEGULAR 2'x4'x3/4" FINE TEXTURE SCORING = NOMINAL 24"x24" SQUARES CARPET MANNINGTON ELEMENTAL II ALUMINUM 14129 24"x24" INSTALL BRICK/ASHLAR HORIZ. (HALF DROP HORIZONTAL) CPT-1 CPT-2 CARPET BENTLY PRINCE STREET INDUSTRY BROADLOOM HARTFORD COURENT 882856 P-1 FIELD PAINT SHERWIN WILLIAMS SW7009 PEARLY WHITE EGGSHELL P-2 ACCENT SHERWIN WILLIAMS SW6335 FIRE BRICK EGGSHELL P-3 MATCH EXIST P-4 ACCENT SHERWIN WILLIAMS SW6242 BRACING BLUE EGGSHELL PL-1 PLASTIC LAMINATE NEVAMAR ARMORED PROTECTION BETHANY BEIGE S2069T TEXTURED PL-2 PLASTIC LAMINATE NEVAMAR ARMORED PROTECTION CHARCOAL FUSION FN6001T TEXTURED COUNTERTOPS AND BACKSPLASH RB-1 RUBBER BASE JOHNSONITE 4" COVE BASE 20 CHARCOAL RB-2 RUBBER BASE JOHNSONITE 4" COVE BASE 80 FAWN RB-3 RUBBER BASE MATCH EXISTING FB-1 UPHOLSTERY FABRIC CARNEGIE MAXWELL STREET 6416 10 WIDTH 54" CONTACT: KIM GUNNING 425.837.1698 FB-2 UPHOLSTERY FABRIC DESIGN TEX RUMELI 3409 EXTREME PERFORMANCE 107 BRONZE WIDTH 54" CONTACT: BARBRA BUSHNEH 206-255-5205 SVT-1 I SOLID VINYL TILE I JOHNSONITE I TISSE COLLECTION 1 7033 BURLAP ROOM FINISH SCHEDULE SCALE: 1 /8" = V-0" CARPET CARPET EDGE IIfill IIIIIII1III111111111ItI1IIIIIIIIIIIIIIIIIIIIIII! A. CARPET TO TILE _ CARPET CARPET EDGE B. Illlllllllllllllllllllllllllllltllllllllllllllllllllll CARPET TO SHEET VINYL / V.C.T. V.C.T. / SHEET VINYL C. V.C.T. / SHEET VINYL TO CONCRETE CARPET CARPET EDGE D. CARPET TO CARPET TILE FLOORING TRANSITION STRIP SHEET VINYL, V.C.T., or VINYL PLANK TRANSITION STRIP CONCRETE REDUCER STRIP a a EXISTING CARPET nnnnnnnnnnnnn n nnnnnnnnnn TRANSITION STRIP FLOOR TRANSITIONS SCALE: 1-1/2" = V-0" x THIS PERMIT CONDITIONS PROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE / HOME HEALTH RELOCATION 2811 SOUTH 102nd STREET SEATTLE, WA 98168 1110 112TH AVE. NE i SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com I CONSTRUCTION SET 1.09.2015 CAROLYN G. JONES, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.21.14 BID SET 12.31.14 PERMIT SET 1 1.09.15 CONSTRUCTION SET 2 1.23.15 PLAN REVIEW COMMENTS _ 14-0197-01 PM: MARK SURYAN Receives ROOM FINISH PLAN CITY OF TUKWILA JAN 2 3 2015 PERMIT CENTER I