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Home My WebLink AboutPermit D18-0203 - PROLIANCE BONE AND JOINT URGENT CARE - TENANT IMPROVEMENTPROLIANCE BONE AND JOINT URGENT CARE 150 ANDOVER PARK W D18-0203 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0223100010 Permit Number: 150 ANDOVER PARK W Issue Date: Permit Expires On: PROLIANCE BONE AND JOINT URGENT CARE D18-0203 8/24/2018 2/20/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: OPEN FRAME LLC 14900 INTERURBAN AVE S #130 C/O JSH PROPERTIES INC, TUKWILA, WA, 98168 VERNITA LYTLE Phone: (425) 778-1530 21911 76TH AVE W, STE 210 , EDMONDS, WA, 98026 FERRIS/TURNEY GEN CONTRS INC PO BOX 31109 , SEATTLE, WA, 98103 FERRIGC037N1 US BANK NATIONAL ASSOCIATION 1420 5TH AVE , STE 2000 , SEATTLE, WA, 98101 Phone: (206) 632-2797 Expiration Date: 5/28/2019 DESCRIPTION OF WORK: TI OF PREVIOUS RESTAURANT TO NEW MEDICAL CLINIC WITH EXAM ROOMS, WAITING ROOMS, OFFICES, AND IMAGING. NO STRUCTURAL WORK. EXTERIOR IMPROVEMENT WORK IS MINIMAL WHICH INCLUDES PATCHING AND PAINTING, RESURFACING CONCRETE PATIO AND ENTRY, AND REPLACING SEVERAL LIGHT FIXTURES AND DOORS. NO LAND USE DESIGN REVIEW IS REQUIRED BECAUSE THE ESTIMATED COST OF THE EXTERIOR WORK IS BETWEEN $250,000 - $300,000 WHICH IS WELL LESS THAN 10% OF BUILDING VALUE. Project Valuation: $1,300,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $17,108.51 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: \ International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 rTh National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No otlui Permit Center Authorized Signature: Date: 3_-d'"I `j I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: /-/c'yIWL7 -r Date: g -0q• Zv This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 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 1010.1.9.1) 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 1013.1) 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 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 1013.6.1) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 13: 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 1008.3.5) 16: 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) 14: 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). 18: 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) 17: 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) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 21: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 24: ***BUILDING PERMIT CONDITIONS*** 25: 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. 26: 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. 27: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 28: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 29: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 30: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 31: 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. 32: 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. 33: 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). 34: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 35: 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. 36: 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 BOARD 0608 PIPE INSULATION 0406 SUSPENDED CEILING CITY OF TUKJ3 A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA. goy Building Peimi-No. Project No. Date Application Accepted: ' /� ( I° Date Application Expires: or of celise onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: 0 Yes ❑..No Site Address: 150 Andover Park W, Tukwila, WA 98188 Tenant Name: Proliance Bone and Joint Urgent Care PROPERTY OWNER Name: Vernita Lytle, Designer, TGB Architects Name: Open Frame LLC City: Edmonds State: WA Zip: 98026 Address: 100 Andover Park W Email: vlytle@tgbarchitects.com City: Tukwila State: WA zip: 98188 CONTACT PERSON — person receiving all project communication Name: Vernita Lytle, Designer, TGB Architects Address: 21911 76th Ave W, Suite 210 City: Edmonds State: WA Zip: 98026 Phone: (425) 778-1530 Fax: (425) 774-7803 Email: vlytle@tgbarchitects.com GENERAL CONTRACTOR INFORMATION , Company Name: Ferris -Turney General Contractors Address: PO Box 31109 City: Seattle State: WA Zip: 98103 Phone: (206) 632-2797 Fax: (206) 632-2796 Conti- Reg No.: FERRIGC037N1 Exp Date: 05/28/2019 Tukwila Business License No.: BUS -0997219 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bb 022310-0010 Building 1 ARCHITECT OF RECORD Company Name: TGB Architects Architect Name: Vernita Lytle Address: 21911 76th Ave W, Suite 210 City: Edmonds State: WA Zip: 98026 Phone:(425) 778-1530 Fax: (425) 774-7803 Email: vlytle@tgbarchitects.com ENGINEER OF RECORD Name: US Bank National Association Address: 1420 5th Avenue, Suite 2000 Company Name: 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: US Bank National Association Address: 1420 5th Avenue, Suite 2000 City: Seattle State: WA Zip: 98101 Page 1 of 4 BUILDING PERMIT INFORMATIO06-431-3670 Valuation of Project (contractor's bid price): $ 1,300,000 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ 6,413,500 Tenant improvement of previous restaurant to new medical clinic with exam rooms, waiting room, offices, and imaging. Includes associated mechanical (HVAC), electrical, and plumbing systems. No structural work. Exterior improvement work is minimal which includes patching and painting, resurfacing concrete patio and entry, and replacing several light fixtures and doors. No land use design review is required because the estimated cost of exterior work is between $250,000 - $300,000, which is well less than 10% of building value. Will there be new rack storage? ❑ Yes E.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ® Yes FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinlders 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. Compact: Handicap: 0 No If "yes", explain: From restaurant to medical office. No change in parking, see sheet A1.01 - Architectural Site Plan. 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: Wpplications\Forms-Applications On Line ‘2011 Apphcations\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s1 Floor 6,136 6,136 0 0 Type V -B Group B 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ® Yes FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinlders 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. Compact: Handicap: 0 No If "yes", explain: From restaurant to medical office. No change in parking, see sheet A1.01 - Architectural Site Plan. 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: Wpplications\Forms-Applications On Line ‘2011 Apphcations\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOATION - 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0 ...Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided 0 .. Renton 0 .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization O .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size . ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to; Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 efIN PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Vernita Lytle Mailing Address: 21911 76th Ave W, Suite 210 H:WpplicationsTorms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 06/29/2018 Day Telephone: (425) 778-1530 Edmonds WA 98026 City State Zip Page 4 of 4 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 11/06/2018 02:31:31 PM CREDIT CARD SALE VISA CARD NUMBER: **********3225 K TRAN AMOUNT: $69.87 APPROVAL CD: 006754 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 http s : //clas sic. convergepay . com/V irtualMerchant/transaction. do?di spatchMethod=printTra... 11 /6/2018 _J CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 11/06/2018 02:31:31 PM CREDIT CARD SALE VISA CARD NUMBER: **********3225 K TRAN AMOUNT: $69.87 APPROVAL CD: 006754 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy CJ Page 2 of 2 https : //clas sic. convergepaycom/V irtualMerchant/transaction. do?di spatchMetho d=printTra... 11 /6/20 1 8 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID $69.87 D18-0203 Address: 150 ANDOVER PARK W Apn: 0223100010 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R15782 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Tuesday, November 06, 2018 Paid By: VERNITA LYTLE Pay Method: CREDIT CARD 006754 Printed: Tuesday, November 06, 2018 2:31 PM 1 of 1 SYSTEMS Cash Register Receipt Receipt Number City of Tukwila R15240 DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $10,576.58 D18-0203 Address: 150 ANDOVER PARK W Apn: 0223100010 $10,576.58 DEVELOPMENT $10,074.12 PERMIT FEE R000.322.100.00.00 0.00 $10,049.12 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $502.46 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15240 R000.322.900.04.00 0.00 $502.46 . $10,576.58 Date Paid: Friday, August 24, 2018 Paid By: PROLIANCE SURGEONS INC Pay Method: CHECK 10560 Printed: Friday, August 24, 2018 10:34 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY PAID $6,531.93 $6,531.93 $6,531.93 $6,531.93 $6,531.93 D18-0203 Address: 150 ANDOVER PARK W Apn: 0223100010 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14897 R000.345.830.00.00 0.00 Date Paid: Tuesday, July 10, 2018 Paid By: PROLIANCE SURGEONS Pay Method: CHECK 9622 Printed: Tuesday, July 10, 2018 11:51 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. C2c3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: I� "'�"." � .;,L Type of Inspection: BJJttJ I a-F/rii4L--. Address Date Called: Special Instructions: Date Wanted: 14(.. i1 a. i p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. cli MMENTS: IUNikkr 'P pJA& Inspector: Date: Z19 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Pte. 02E4 INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ja Type of Inspection: Address: fa,* cwt' /-, ate w Called: Special Instructions: Date Wanted: I ., �ej` 41 a.m.' per. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: an Ltor1, grumet f Inspector:ct.s. Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit VOA O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Prstect: PaU.s4,✓Ze 6, It Ja•✓T Type of Inspection: SL'5,0E0! u -g 44 Address: /CV 4 '2 Po/Avg Ai Date Called: S ecial Instructions: 14024' � Date Wanted: /2 -48 -iglz Requester: �1 de -IC Phone No: 1" /fro 6®7( Approved per applicable codes. Corrections required prior to approval. COMMENTS: i/s .6Cy4 rIG► Inspector: Date: „of& REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dig -0203 Project:, �� e, Rr,y_?so,n- T pe of Insp coon: L E f& y 1s,, , Scarce Address: 150 arty T�4,es ‘,/ D. Called: Special Instructions: / ate Wanted: a.m. 7 11- l - 2-o g p.m. Requester: ,/ ^/11'K Phone No; c.* 45-06 O7 proved per app ica LJ Corrections required prior to approval. 1111.44. 0,4-1_1.12,61r60 (7) 11 /lied, )‘ ][60C of Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit A e 18- oZo3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: d- ttcge0 1640 t Sot a'S' Type of Inspection: "VgAfw al, Address: /SV AAI AvvEt P14i?g 141 . Date Called: Special Instructions: Date Wanted: // /f-/4 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: FrAmi Inspector:C Date: /I- / - i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Da- 02.0 3 Project: Type of Inspection: ET1,e'4.TeLr1+ - Fri,4,'lu'JCV Utspeergitfts Date Called: lrcre�t+es� 0/50 AvtioverPr k 1'/ Date Wanted:a 10 -36 - 2 oat .r, p.m. Requester: Phone No: ElApproved per applicable codes. orrections required prior to approval. COMMENTS: eil NOY- Ve-etle(i Rikwif AteA,14 ,47-7u .074 A fr-mb sil (&a -6"c'41- 4-°641/ Date: /0730 zas/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit IQ- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: j1Type Pr6!CQ 3I -(Q_- of Inspection: / % CoV E frCGvd rd S Address: Suite #: (--D / Pik. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: -i C' L'i Hood & Duct: Monitor: 6 k- ) ccvay /1.6‘_„( d fl dc Pre -Fire: _--, Permits: Occupancy Type: (IN v j 411 0 U C1%1!.i;( CL Needs Shift Inspection: Sprinklers: -i Fire Alarm: L'i Hood & Duct: Monitor: ( Pre -Fire: _--, Permits: Occupancy Type: 1 Inspector: P1AA C4.------ Date: it ii //c/ Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ( u\ L, I C 1. \ (,1\ I I RS STRUCTURAL CALCULATIONS PB&J Shear Wall Modification REVISION NO. PSM Project No # 18153 By flLLI PSM Engineers REVIEWED FOR CODE COMPLIANCE APPROVED NOV 06 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1 1 2018 PERMIT CENTER • 2200 6TH AVENUE, #601 WWW.PSM-ENGINEFRS.COM October 10, 2018 PHONE 206-622-4580 SEATTLE WASHINGTON 98121 USA FAX 206-622-0422 1)14 01,012 JOB • L 3 Sh.e zi4wc l DATE• IC Cg By SI -1\V SUBJECT : c_z\nP- M CIA era -1C. EXrsTrx'‘G S41waft, y .tib5S1b/ L xT51- t4cs r5H T kWP LL CA -PA Cr -t'( <Q CD x P L'1 botstob C BLo CK 14-41- _ ED C,-Es� w 1 Odd Co m mo 1'4 r►.fl-r Ls , r 3 • N., p1- 121 'F. r ) p t- R, S'reCw2.+,..v s le S2 . ago +b/ _. ti O t)FA CP- D pc-rpc-rk SDP' - 2-01-rckble- /y.314 50 x z.S ,, fit! tIT =:0)'°3� 4-‘65s i},. JOB• DATE• By SUBJECT• Rem nSe.cl _SV) vii . Cj o e_ T. M sFeir As2coyot^n d o,pevwn -�' u-4; sheoi& be;d e o petyl n _ "•.s1-1 110 1 F.- otern 5+4,uz4 she 0-+\; M(4 w / I fl c1 cn TOY e •,r) N I+X.-LS tkT .21 Dep PER SDPWS - 2-o15 T�bie- A'3* . SIN 2 = 139-o 1 bl I 0 0 -oO D 3 m 2 0 0 0 n 0 0 0. • 0 0 0 m 0 . 0 O c_ 0 8- • r: r o0 z7 n CO r= N ua m m 3 m z 0 m 0. n • 1. Nominal unit shear capacities shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For specific requirements, see 4.3.7.1 for wood structural panel shear walls, 4.3.7.2 for particleboard shear walls, and 4.3.7.3 for fiberboard shear walls. See Appendix A for common and box nail dimensions. n� 2. Shears are permitted to be increased to values shown for 15/32 inch (nominal) sheathing with same nailing provided (a) studs are spaced a maximum of 16 inches on center, or (b) panels are applied with long m dimension across studs. LI! 3. For species and grades of framing other than Douglas -Fir -Larch or Southern Pine, reduced nominal unit shear capacities shall be determined by multiplying the tabulated nominal unit shear capacity by the no Specific Gravity Adjustment Factor = (1-(0.5-G)], where G = Specific Gravity of the framing lumber from the NDS (Table 12.3.3A). The Specific Gravity Adjustment Factor shall not be greater than 1. s4. Apparent shear stiffness values G„, are based on nail slip in framing with moisture content less than or equal to 19% at time of fabrication and panel stiffness values for shear walls constructed with either OSB • or 3 -ply plywood panels. When 4 -ply or 5 -ply plywood panels or composite panels are used, Ge values shall be permitted to be multiplied by 1.2. Table 4.3A Nominal Unit Shear Capacities for Wood -Frame Shear Walls1,3,6'7 Wood -based Panels4 m 5. Where moisture content of the framing is greater than 19% at time of fabrication, G, values shall be multiplied by 0.5. a 6. Where panels are applied on both faces of a shear wall and nail spacing is less than 6" on center on either side, panel joints shall be offset to fall on different framing members as shown below. Alternatively, the width of the nailed face of framing members shall be 3" nominal or greater at adjoining panel edges and nails at all panel edges shall be staggered. 7. Galvanized nails shall be hot -dipped or tumbled. SW31SAS ONIISIS3a-33IO3 1V2I31V1 I n 4 1 ' 4 . r : O . • 7 . NSIS3a 1V133 • Fastener Type & Size A SEISMIC B WIND Sheathing Material Minimum Nominal Panel Thickness (in.) Minimun Fastener Penetration in Framing Member or Blocking (in.) Panel Edge Fastener Spacing (in.) Panel Edge Fastener Spacing n.) (i 6 4 3 2 6 4 3 2 v8 (pif) G. (kips/in.) v8 (p1f) G. (kips/in.) vg (pif) Ge (kips/in.) vs (plf) G. (kips/in.) v„, (pif) v,, (pif) vr,, (p10 v„, (pif) Wood Structu�l Panels Structural 14'6 5/16 1-1/4 Nail (common or galvanized box) 6d 400 OSB 13 PLY 10 600 OSB 18 PLY 13 780 OSB 23 PLY 16 1020 OSB 35 PLY 22 560 840 1090 1430 3/82 7/162 15/32 1-3/8 8d 460 510 560 19 16 14 14 13 11 720 790 860 24 21 18 17 16 14 920 1010 1100 30 27 24 20 19 17 1220 1340 1460 43 40 37 24 24 23 645 715 785 1010 1105 1205 1290 1415 1540 1710 1875 2045 15/32 1-1/2 10d 680 22 16 1020 29 20 1330 36 22 1740 51 28_ 950 1430 1860 2435 Wructural StPanels — Sheathing45 5/16 3/8 1-1/4 6d 360 400 13 11 9.5 8.5 540 600 18 15 12 11 700 780 24 20 14 13 900 1020 37 32 18 17 505 560 755 840 980 1090 1260 1430 3/82 7/162 15/32 1-3/8 Bd 440 480 520 17 15 13 12 11 10 640 700 760 25 22 19 15 14 13 820 900 31 28 25 17 17 15 1060 1170 1280 45 42 39 20 21 20 615 670 730 895 980 1065 1150 1260 1370 1485 1640 1790 980 15/32 19/32 1-1/2 10d 620 680 22 19 14 13 920 1020 30 26 17 16 1200 1330 37 33 19 18 1540 1740 52 48 23 22 870 950 1290 1430 1680 1860 2155 2435 Plywood Siding 5/16 3/8 1-1/4 1-3/8 Nail (galvanized casing) 6d 8d 280 320 13 16 420 480 16 18 550 620 17 20 720 820 21 22 390 450 590 670 770 870 1010 1150 Particleboard Sheathing- (M -S "Exterior Glue” and M-2"Exterior Glue") 3/8 Nail (common or galvanized box) 6d 240 15 360 17 460 19 600 22 335 505 645 840 3/8 1/2 8d 260 280 18 18 380 420 20 20 480 540 21 22 630 700 23 24 365 390 530 590 670 755 880 980 1/2 5/8 10d 370 400 21 21 550 610 23 23 720 790 24 24 920 1040 25 26 520 560 770 855 1010 1105 1290 1455 Structural Fiberboard Sheathing 1/2 Nail (galvanized roofing) 11 ga. galv. roofing nail (0.120" x 1-1/2" long x 7/16" head) 340 4.0 460 5.0 520 5.5 475 645 730 25/32 11 ga. galv. roofing nail (0.120" x 1-3/4" long x 3/8" head) 340 4.0 460 5.0 520 5.5 475 645 730 m 5. Where moisture content of the framing is greater than 19% at time of fabrication, G, values shall be multiplied by 0.5. a 6. Where panels are applied on both faces of a shear wall and nail spacing is less than 6" on center on either side, panel joints shall be offset to fall on different framing members as shown below. Alternatively, the width of the nailed face of framing members shall be 3" nominal or greater at adjoining panel edges and nails at all panel edges shall be staggered. 7. Galvanized nails shall be hot -dipped or tumbled. SW31SAS ONIISIS3a-33IO3 1V2I31V1 I n 4 1 ' 4 . r : O . • 7 . NSIS3a 1V133 • APA Force Transfer Around Openings Calculator Project Information Code: Designer: Date: Client: Project: Wall Line: Shear Wall Calculation Variables 4655 " L1 3.41ft L2 2.76 ft hw,.11 14.17 ft 1.11 9.50 ft 1. Hold-down forces: H = Vhi/LWeir 2. Unit shear above + below opening hal hol hbl Lol 6942 lbf First opening: val = vbl = H/(hal+hbl) = N/A Wall Pier Aspect Ratio P1=hol/L1= 2.40 P2=hol/L2= 2.96 6. Unit shear beside opening Adj. Factor 0.9506 0.8801 V1= (V/L)(L1+T1)/L1 = V2 = (V/L)(T2+L2)/L2 = Check V1'L1+V2'L2=V7 3. Total boundary force above + below openings 7. Resistance to corner forces First opening: 01 = vol x (Lo1) = 4. Corner forces 5. Tributary length of openings 754 plf 754 plf 4655 lbf OK R1 = V1'L1 = 2573 lbf R2=V21.2= 20821bf F1= 01(L1)/(L1+L2) = 8. Difference comer force + resistance F2 = 01(L2)/(L1+L2) = R1 -F1= R2 -F2 = T1 = (Ll'Lo1)/(L1+L2) = 1.84 ft 9. Unit shear In corner zones T2 = (L2'Lo1)/(L1+L2) = 1.49 ft H(Ib) Check Summary of Shear Values for One Opening vcl = (R1-F1)/L1 = vc2 = (R2-F2)/L2 = Line 1:vc1(hal+hbl)+V1(hol)=H? 6162 Line 2: va 1(hal+hbl)-vc1(hal+hbl)-V1(hol)=0? 6162 Line 3:vc2(hal+hbl)+V2(hol)=H7 6162 APA Disclaimer The ilpamadon contained herein is intended for rete as a resource to ad In rhe shear WDNdesign based on APA— The Engineered WoodAssod000nl testing and knowledge of wood-fmmedsheer waesysrem design nerearna the force rnslafcrmmerd openings fTTAO)methodology. NetMAPA, mete memberIOnrdoetwcra make any wmorty, aepres+Nortmpne.* or assume any legal tWBairyor response:eMfor the antra", me, application of, and/orrefeience toopinions, findings, conclusions, or recommended= tedrdedm this mkvt*aor. Cbrndtrotalocal jrrisaicdan ordesign professional to assure mmp6once with cod,, construction, and performance repairmen's. Because APA has no aorsraloverta+ainy of worbnmshrg or rhe conditions under which engineered wood products ae used, tr cvuweaamat resporsibikty ofpradure Pe+iormonar ordestgnTa Remedy come ted. 02O1SAPA- THE ENGINEERED LLtlQDADS004710N-AZ AVMS RESERVED -ANY LVPYSIV4 MgDiFl4170,4 A671711,171704 077.7A ISE at 7NAfALNICATIOYOTHER MINAS DONEVStY AUTHORIZED BY ADA 6 PROHIBITED BVTHF US. COPYRlGHTLAWS. FILE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Exterior Lighting LTG -EXT Revised Nov 2017 Project Title: PROLIANCE BONE & JOINT URGENT CARE Date 6/21/2018 Exterior Lighting Zone Q Zone 1 Q Zone 2 Qi Zone 3 0 Zone 4 Exterior Lighting Zone selection required to enable LTG -EXT form. Zones are defined in Table C405.5.2(1) and specified by the For Buildipgrr•L�)egarirveotbse CITY JUL OF T l.0 K W I L A 1 0 2018 Calculation Area 0 0 juri'�i°r;�n. New constructionAddition - stand alone Addition + existing O Alteration with < 50% Alteration with >_ 50% ext. ext. wattage replaced wattage replaced p EaM Note IT CENTER Building Grounds Applies to individual luminaires > 100 Watts ❑ Efficacy > 80 lumenslwatt ❑ Exemption 70 140 Uncovered Parking and drives (Existing) Kim Lighting flood uplight a Controlled by motion sensor 100 Tradable Maximum Allowed Lighting Wattage NOTE' g g g Base Site Allowance: Uncovered Parking and drives 750 Tradable Surfaces Surface Description Area (ft2), perimeter (if) or # of items Allowed per ft2 or Watts per 1f Allowed Watts x ft2 (or x If) NOTE 2 Uncovered Parking and drives Building perimeter 20000 0.08 W/ft2 1600 Total Allowed Tradable + Site Allowance Watts: 2350 radable Proposed Lighting Wattage Tradable Surface Fixture Description NOTE a, s Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Uncovered Parking and drives (Existing) BK Lighting Sign Star 12 50 600 Uncovered Parking and drives (Existing) Ruud E MH Floor Tight 2 70 140 Uncovered Parking and drives (Existing) Kim Lighting flood uplight 8 100 800 Uncovered Parking and drives (Existing) Lithonia ELA exterior emergency lights 2 8 16 Uncovered Parking and drives (New) Exterior Canopy lights 6 13 76 Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Total Proposed Tradable Watts: 1632 Non- l radable Maximum Allowed Lighting Wattage Nu'' g g g Site Allowance Remaining: 718 Non -Tradable Surfaces Surface Description rea REviewED ceibg to `.i- .dV9tts pd r of 1.em Allowed Watts x ft2 (or x If) NOTE 2 APPROVED . At% 02-2018 on- lradabie Proposed Lighting Wattage""ft3• Non -Tradable Surface Fixture Description NOTE a, s N ¢�f Tu BUG D Watts p r V'E s Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Non -Tradable Watts Exceeding LPA: 0 Remaining Site Allowance: 718 Exterior Lighting COMPLIES WITH MAX. ALLOWANCE Note 1 - List all exterior surfaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories from drop down menu. Note 2 - Unlit Message - Enter lighting fixture information for this surface in Proposed Lighting Wattage table to generate Lighting Power Allowanc Note 3 - List all proposed lighting fixtures including existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type. lamp type, number of lamps in the fixture, and ballast type (if applicable). Note 5 - Existing -to -remain fixtures shall be included in the Tradable and Non -Tradable Proposed Lighting Wattage tables in the same manner as new fixtures. Identify as existing in fixture description. Note 6 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in !amps, enter the manufacturer's listed maximum ut attage of the fixture (not the lamp wattage). For low vnttana tinhfinn enter the watfanp of the tran.cfnrmer tY107) Note 7 - Automated Teller and Night Depositories - For eah Location, er the numb there are multiple locations in the project, enter each location'lndividually in t and identify the location in the Surface Description section. bf ATM machines or depositories within that location. if Non -Tradable Maximum Allowed Lighting Wattage table • Lighting Summary LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 ove 3 stories and all R1 Revised Nov 2017 Project Info 1 Compliance forms do not require a password to use. Instructional and calculating cells are write- protected. Project Title: PROLIANCE BONE & JOINT URGENT CARE Date 7j8-/2018 �£�t^�Itr, �, Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. Fgrol3mildlin�^Dp�teatVl��p, A �•t ' t� 1 L JUL1 0 2018 PERMIT CENTER Company Name: TGB Architects Company Address: 21911 76th Ave W, Suite 210 Edmonds, WA 98026 Applicant Name: Vernita Lytle Applicant 425-778-1530 Applicant Email: vlytle@tgbarchitects.com Project Description ❑ New Building 0 Addition 0 Alteration 0 No Lighting Scope Include PROJ-SUM form (included in envelope forms workbook) with lighting compliance forms. Interior Lighting System Descripti 0 Interior Lighting Plans Included Remodel of restaurant to a urgent care and physical therapy office. New lighting hroughout will be LED light fixtures. Exam, treatment and procedure rooms, offices and open gym to have 2'x4' or 2'x2' direct/indirect style fixtures. The ooridors have 4"x48" recessed fixtures. The feature areas like waiting have recessed can lights and decorative pendants. The soffiit has decorative surface mount lighting. The new restroom has a decorative vanity light fixture. Light fixtures to remain in the existing men and womens room, storage, mechanical and electircal rooms. Sconces in existing restr000ms will be replaced with new. Interior Lighting Power Allowance Method 0 Building Area Method 0 Space -by -space Method Select method used in project. Interior Lighting Controls 0 All C405.2.1 - C405.2.8 Lighting Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Controls (LLLC) ❑ Additional Efficiency Package Option C406.4 Enhanced Digital Lighting Controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: OO No Dwelling 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units O C406.3 High Efficacy Lighting O R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System Description 1 Exterior Lighting Plans Included No changes to exterior lighting. The 6 mismatched recessed incandescent can fixtures in the entry soffit will be rearranged in a patttern and replaced with 6 new LED fixtures. Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ❑ ❑ Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ 0 Addition is combined with existing: For interior lighting projects, include new + existing -to -remain interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing -to -remain exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. t , _ -- _ _ .. I CODE COMPLIANCE APPROVED AUG 02 2018 City of Tukwila BUILDING DIVISION • Lighting Summary, cont. LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: PROLIANCE BONE & JOINT URGENT CARE Date 7/9/2018 Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be g g ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced O 0 0 Less than 50% of existing are replaced 0 0 0 Lamp and/or ballast replacement only — existing total wattage not increased 0 0 0 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) El 0 0 New or moved lighting panel 0 0 0 Interior space is reconfigured - luminaires unchanged or relocated only 0 New wiring or circuit - For interior lighfng, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2. R3. R4 over 3 stories an Project Title: PROLIANCE BONE & JOINT URGENT CARE Date 7/9/2018 Calculation Area.'" 0 New Construction 0 Addition - O Addition 0 Spaces where < 50% of 0 Spaces where >_50% of 0 Spaces where the Use For Building Department Use LPAO Calculation Type Standard o Additional Efficiency Package Option C406.3 Reduced Interior Lighting To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. User Note 9 Maximum Allowed Lighting Wattage NOTE 1 278 Location (plan #, room #) Space Type Ceiling Hei ht NOTE 9 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) 133, 102 Seating area, general 10'0" 582 0.430 250 128,127,141 Office: Enclosed 9„& 302 0.890 269 104,105 Office: Open plan 10'0"E., 0' o"& 352 0.780 275 122, 123, 132, 108 Restroom: all other 9'0" 416 0.780 324 152, 126 Storage room 8 20 D,& 478 0.500 239 110, 109, 107, 106, 103 Corridor: all other 10'0" 606 0.530 321 111-116, 119, 124, 142-144 Health care facility: Exam/treatment 10'0" 1443 1.330 1919 145 Health care facility: Physical therapy 10' 0" 654 0.730 477 117, 118 Health care facility: Imaging room 10' 0" 267 1.060 283 120 Lounge/breakroom: health care facility 10'0" 205 0.740 152 151, 150, 125 Electrical/mechanical 12'0" 168 0.760 128 101, 131, 121 Lobby: all other 10'0"& 289 D.720 208 130 Health care facility: Medical supplies 10'0" 101 0.590 60 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 5863 LTG -INT -DISPLAY Allowed Watts Allowance from 4905 Proposed Lighting Wattage "OTE 3 Location (plan #, room #) Fixture Description NOTE 4, 5, 6 Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed 105, 104, 109, 110 2x2 Direct/Indirect 9 31 278 128, 127, 141, 111- 116, 119, 124, 142.2x4 144, 145, 117, 118, 120, 130 Direct/Indirect 35 32 1124 140,131, 102, 101, 103, 108, 132 6" LED Downlight 29 13 371 140 6" LED Wall Washer 3 13 38 132 24" Vanity Light 1 14 14 122,123 Wall Sconce 4 12 48 102 Decorative Pendant Lights 6 7 39 127, 104, 124 11818, 141, 105, Under Cabinet LED Task 22 8 176 140, 131, 101, 103, 110, 109, 145 Exit Signs 7 4 27 103, 106, 107 4"X48" Recessed 14 7 91 104, 105 Decorative Surface Mount 5 12 60 122, 123 Existing 6" CFL Downlight 16 32 512 152 Existing Utility (2 T5) 3 28 84 150, 151 Existing Light Panel 3 32 96 125, 126 Shoplilght 2 28 101 6" LED Downlight rated for damp locations 6 13 56 76 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 3090 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Enter all proposed lobby art/exhibit display fixtures in LTG -INT -DISPLAY form only. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided in the Maximum Allowed Lighting Wattage table. d. If lighting alteration project includes some building areas or spaces where < 50% of luminaires are replaced, and other areas or spaces where >_50% of luminaires are replaced, then these areas or spaces may be documented separately. If multiple forms will be completed 4 Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Ener_ov Code Compliance Forms for Commercial Buildings including R2, R3. R4 over 3 stories and all R1 Revi Project Title: PROLIANCE BONE & JOINT URGENT CARE Date 7/9/2018 Calculation NOTE9 AreaCITY 0 New Construction 0 Addition - O Addition 0 Spaces where < 50% of 0 Spaces where >_50% of 0 Spaces where the Use For Building Department Use RECEIVED * ED OF TUKWILA JUL 3 0 2016 LPAO Calculation Type Standard O Additional Efficiency Package Option C406.3 Reduced Interior Lighting To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Use &eR MIT CENTER Maximum Allowed Lighting Wattage "OTE 1 Location (plan #, room #) Space Type Ceiling NOTE ht Height 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) 133, 102 Seating area, general 10'0" 582 0.430 250 128,127,141 Office: Enclosed 19 & 302 0.890 269 104, 105 Office: Open plan F1 10'0"& 352 0.780 275 122, 123, 132, 108 Restroom: all other 9'0" 416 0.780 324 152, 126 Storage room 12 0'& 478 0.500 239 110, 109, 107, 106, 103 Corridor: all other 10'0" 606 0.530 321 111-116, 119, 124, 142-144 Health care facility: Exam/treatment 10'0" 1443 1.330 1919 145 Health care facility: Physical therapy 10'0" 654 0.730 477 117, 118 Health care facility: Imaging room 10'0" 267 1.060 283 120 Lounge/breakroom: health care facility 10'0" 205 0.740 152 151, 150, 125 Electrical/mechanical 12'0" 168 0.760 128 101, 131, 121 Lobby: all other 9'0" & 10'0" 289 0.720 208 130 Health care facility: Medical supplies 10' 0" 101 0.590 60 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 5863 LTG -INT -DISPLAY Allowed Watts Allowance from 4905 Proposed Lighting Wattage "OTE 3 Location (plan #, room #) COR i CT IO C LTA#... Fixture Description NOTE a, s, s Number of Fixtures Watts/ Fixture NOTE 7 105, 104, 109, 110 2x2 Direct/Indirect 9 31 128,127,141,111- 116, 119, 124, 142.2x4 Direct/Indirect 144, 145, 117, 118, 120, 130 35 32 140,131, 102, 101 103, 108, 132 6" LED Downlight 29 13 140 132 122,123 102 6" LED Wall Washer 24" Vanity Light Wall Sconce Decorative Pendant Lights 3 1 4 6 13 14 12 7 Watts Proposed 278 1124 REVIEWED FOB' CODE COMPLIANCE APPROVED 38 14 127, 104, 124, 118,141,105 140, 131, 101, 103, 110, 109, 145 Under Cabinet LED Task 22 8 Exit Signs 10 4 103, 106, 107 104, 105 4"X48" Recessed Decorative Surface Mount 14 7 5 12 122, 123 152 150, 151 Existing 6" CFL Downlight Existing Utility (2 T5) Existing Light Panel AUG 02201048 39 176 City of Tukwila 3 8 UILDING DlVIS1ON 16 32 3 28 birk-010 60 512 84 96 •t 125, 126 Shoplilght 101 6" LED Downlight rated for damp locations 122 Existing Emergency Light 2 6 2 28 13 18 56 76 36 Proposed Retail Display Lighting from LTG-1NT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 3137 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - LobbyArt/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Enter all proposed lobby art/exhibit display fixtures in LTG -INT -DISPLAY form only. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided in the Maximum Allowed Lighting Wattage table. d. If lighting alteration project includes some building areas or spaces where < 50% of luminaires are replaced, and other areas or spaces where .50% of luminaires are replaced, then these areas or spaces may be documented separately. If multiple forms will be completed October 22, 2018 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director VERNITA LYTLE 21911 76TH AVE W, STE 210 EDMONDS, WA 98026 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D18-0203 PROLIANCE BONE AND JOINT URGENT CARE - 150 ANDOVER PARK W Dear VERNITA LYTLE, 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 INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Plan sheets with an architect stamp shall include the signature. Provide architects signature on stamp. 2. Plan sheets with the engineer's signature shall include date of signature. Provide those sheets by the engineer with date by the signature. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bit! Rambo Permit Technician File No. DI8-0203 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 July 23, 2018 City of Tukwila Department of Community Development VERNITA LYTLE 21911 76TH AVE W, STE 210 EDMONDS, WA 98026 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0203 PROLIANCE BONE AND JOINT URGENT CARE - 150 ANDOVER PARK W Dear VERNITA LYTLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Some code references need some updating or clarification. Life safety code indicated is not recognized. All life safety requirements come from the International Building codes and IBC chapter 10. Tukwila has adopted the 2015 International Building Codes rather than Washington State Codes. NEC 2014 codes are now 2017. 2. In addition to the life safety plan on sheet A0.21, Provide an egress plan that specifically identifies means of egress. Dimension egress paths. Identify the specific common paths of egress that shall be provided with emergency illumination. Emergency illumination shall have at least an average 1 foot-candle and a minimum at any point of 0.1 -foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. Egress paths shall be continuous to each exit. Designated egress paths are those that shall be light meter inspected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) 3. On sheet A8.31 the details show fastening the various struts and framing to the structure above. However, the specific hardware and spacing is not specified other than the indicated "approved engineered fasteners". Please be more specific the identify the type of fasteners and spacing of fasteners sufficient to support lateral and vertical loads of the soffits and ceiling hardware. Clearly indicate specific type of materials or members of the above structure where the framing shall be attached. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1. The domestic water service 1.5" Reduced Pressure Principle Assembly (RPPA) is overdue for the mandatory annual testing. It is located in a hotbox enclosure northwest of the building next to the bus stop. Please have this backflow tested by a certified tester ASAP and submit copy of passing test report. If you need assistance in the field, please contact Mr. Todd Reedy, Water Quality Specialist, directly at (206) 431-2169. A separate letter addressing the above issue was mailed to Open Frame LLC, property owner. 2. The domestic water service 1.5" Reduced Pressure Principle Assembly (RPPA) is overdue for the mandatory annual testing. It is located in a hotbox enclosure northwest of the building next to the bus stop. Please have this backflow tested by a certified tester ASAP and submit copy of passing test report. If you need assistance in the field, please contact Mr. Todd Reedy, Water Quality Specialist, directly at (206) 431-2169. A separate letter addressing the above issue was mailed to Open Frame LLC, property owner on 7/18/2018. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 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)433-7165. Sincerely, / I t1/mD .(\h/19 I Permit Technician File No. DI8-0203 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 July 18, 2018 City of Tukwila Allan Ekberg, Mayor Public Works Department - Henry Hash, Director Open Frame LLC 14900 Interurban Ave South, #300 c/o JSH Properties Inc. Tukwila, WA 98168 RE: Proliance Bone and Joint Urgent Care Tenant Improvement 150 Andover Park W, Tukwila, WA Permit No. D18-0203 To Whom It May Concern: In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The program requires elimination or control of any cross -connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The subject building has all necessary backflow preventers installed; however, one of them is overdue for mandatory annual testing. The domestic water Reduced Pressure Principle Assembly (RPPA) for premise isolation is overdue for the mandatory annual testing. It is located in a hotbox enclosure northwest of the building next to the bus stop. Tukwila Water Department has sent the property owner a letter regarding the need to repair and retest the assembly, however, a passing test report was never received back. If you need assistance in the field, please contact Mr. Todd Reedy, Water Quality Specialist, directly at (206) 431- 2169. The Public Works Director will withhold issuance of the Proliance Bone and Joint Urgent Care Tenant Improvement permit until the Permit Center receives test reports for the above backflows. Please contact me at (206) 431-2440 or via email at joanna.spencer@tukwilawa.gov if you have any questions. Sincerely, al" oanna Spencer Development Engineer cc: D18-0203 File Todd Reedy, Water Dept. (W:PW Eng/Other/Joanna Spencer/Letter Proliance 07182018) flLi 6300 Building • 6300 Southcenter Boulevard Suite 100 • Tukwila, WA 98188 • 206-433-0179 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Joanna Spencer From: Todd Reedy Sent: Thursday, July 12, 2018 7:06 AM To: Joanna Spencer Subject: RE: 150 APW CA Pizza Kitchen Interior Bldg Good Morning Joanna, The backflow testing at California Pizza Kitchen is current with the exception of their RPPA behind the meter for premise isolation. For some reason it always gets missed when their other assemblies are tested. I have a feeling they might think that it is the responsibility of the shopping center to test it. It is located behind the meter west of the building on their frontage. It is a 1.5" RPPA, S/N H05016. Let me know if you need any additional info, Todd Reedy Water Quality Specialist Tukwila Water Department (206)431-2169 (206)571-6309 cell From: Joanna Spencer Sent: Wednesday, July 11, 2018 5:06 PM To: Todd Reedy <Todd.Reedy@TukwilaWA.gov> Cc: Joanna Spencer <Joanna.Spencer@TukwilaWA.gov> Subject: 150 APW CA Pizza Kitchen Interior Bldg Good Afternoon Todd, Are their backflows current or RPPA test report is still pending? Joanna From: Todd Reedy Sent: Wednesday, January 17, 2018 8:20 AM To: Joanna Spencer <Joanna.Spencer@TukwilaWA.gov> Subject: RE: 150 APW CA Pizza Kitchen Interior Demo D18-0017 Good Morning Joanna, California Pizza Kitchen at 150 APW is current on backflow testing with the exception of their 1.5" RPPA on the domestic service connection, which is overdue. It is located in a hotbox northwest of the building next to the bus stop. Let me know if you need any additional information, Todd From: Joanna Spencer Sent: Tuesday, January 16, 2018 4:49 PM To: Todd Reedy <Todd.Reedv TukwilaWA.Rov> Cc: Joanna Spencer<Joanna.SpencerPTukwilaWA.Rov> Subject: 150 APW CA Pizza Kitchen Interior Demo D18-0017 1 FILE D Is-o2o3 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0203 DATE: 10/30/18 PROJECT NAME: PROLIANCE BONE AND JOINT URGENT CARE SITE ADDRESS: 150 ANDOVER PARK W Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 1 after Permit Issued DEPARTMENTS: BuildingPO !visi I Public Works n Fire Prevention Structural Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 11/01/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/29/18 Approved Corrections Required nApproved with Conditions nDenied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 c PERMIT CORD COPI(C PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0203 DATE: 10/11/18 PROJECT NAME: PROLIANCE BONE AND JOINT URGENT CARE SITE ADDRESS: 150 ANDOVER PARK W Original Plan Submittal 7 Revision # before Permit issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Co,,f r to -16 -(6 A -o N/A- 10-1(040 s tre Building Division ® Fire Prevention di Planning Division 3.1S NA- "IL 1(0 -f Public Works gm Structural n Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/16/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved nApproved with Conditions Corrections Required Denied (corrections entered in Reviews (ie: Zoning Issues) DUE DATE: 11/13/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping ❑ PW ❑ Staff Initials: tAg- 12/18/2013 ;DEMI COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0203 DATE: 07/30,18 PROJECT NAME: PROLIANCE BONE AND JOINT URGENT CARE SITE ADDRESS: 150 ANDOVER PARK W Original Plan Submittal X Response to Correction Letter # 1 Revision # before Perm` Issued Revision # after Permi' Issued DEPARTMENTS: Auc 7-11-18 Building Division op �s M Public Works RP Fire Prevention Planning Divis-on Structural nPermit Coordir ator n n PRELIMINARY REVIEW: DATE: 07/31/18 Not Applicable n (no approval/review required) Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/28,18 Approved Approved with Conditions Corrections Required n Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 cfERMIT COORD COPY e) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0203 DATE: 07/11/18 PROJECT NAME: PROLIANCE BONE AND JOINT URGENT CARE SITE ADDRESS: 150 ANDOVER PARK W X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: CevrSZ Building Division -7-13-1e (A Public Works MM L Fire Prevention Structural ii\r6 ins Planning Division IIP ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 07/12/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 08/09/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Fire ❑ Ping ❑ PW Ejj Staff Initials: v...p 12/18/2013 PROJECT NAME: \ a iot PERMIT NO: 18 - DSITE ADDRESS: 1 SIJ ( j t� ORIGINAL ISSUE DATE: 8-#24-/ REVISION LOG REVISION NO. DATE RECEIVED STAFF INIVLS(4i<‘VI ISSUED DATE STAFF TIALS Summary of Revision: Summary of Revision: S par, t.Ua Rre (0 cad-}-iGv\ C ( Poor r‘A'✓\ Received by: i�j iij ,, ,,lb 17?",,g .A0c':�f/ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www,TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: OCTOBER 29, 2018 Plan Check/Permit Number: D18-0203 ❑ Response to Incomplete Letter # RECEIVED • Response to Correction Letter # 1 CITY OF TUKWILA E Revision # 1 after Permit is Issued OCT 30 2018 ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # PERMIT CENTER Project Name: PROLIANCE BONE AND JOINT URGENT CARE Project Address: 150 ANDOVER PARK W Contact Person: VERNITA LYTLE, TGB ARCHITECTS Phone Number: 425-778-1530 X 476 Summary of Revision: ITEM 1: ARCHITECT SIGNATURE ADDED TO STAMP ON ALL PLAN SHEETS BY TGB ARCHITECTS. ITEM 2: PLAN SHEETS FROM STRUCTURAL ENGINEER NOW HAS A DATE BELOW THE SIGNATURE. OTHER NON -RELEVANT BUT CLOUDED ITEMS: ALL THE CHANGES THAT ARE PART OF THIS SUBMITTAL, REVISION #1, ARE CLOUDED #5. SINCE THE TIME THIS WAS ORIGINALLY SUBMITTED ON OCTOBER 10, 2018, VARIOUS CHANGES DO THE DRAWINGS HAVE OCCURED AND THEY ARE CLOUDED #6. THESE #6 UPDATES ARE NOT RELEVANT TO THIS SUBMITTAL AND DON'T REQUIRE PERMIT REVIEW. THE WERE FOR THE GENERAL CONTRACTORS BENEFIT. THEY INCLUDE: 1) SHEET A2.11 - IT WAS DISCOVERED THAT A COLUMN IN THE NORTH END OF COORIDOR 107 WAS 6" OFF FROM THE AS -BUILT DRAWIGNS. THE SOLUTION WAS TO FURR THE WALL AROUDN THE COLUMN. 2) SHEET A2.21 - A) THE SAME COLUMN MENTIONED ABOVE IN COORIDOR 107 IS SHOWN ON THE THE CEILING PLAN AND CLOUDED. B) WARNING INDICATOR LIGHTS WER ADDED TO THE DOORS TO THE IMAGING 117 AND CONTROL ROOM 118. C) AN INDVERTANTLY MISSING CEILING TAG WAS ADDED TO PT SUB -WAITING 140. D) ON THE LIGHTING SCHEDULE, A FIXURE HAD THE WRONG MODEL NUMBER AND HAS BEEN CORRECTED. Sheet Number(s): A0,1 1, A0.22, A2.11, A2.21, A2.41, Si, S2 "Cloud" or highlight all areas of revision includin toJt revisi �A TukwilaPermit Center by: Received at the City of 0 Entered in TRAKiT on Al17)71?' W:\Permit Center (Brenda)1Forms\Permit Center Documents (Word)\Revision Submittal Form doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: OCTOBER 10, 2018 Plan Check/Permit Number: D18-0203 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # a Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: PROLIANCE BONE & JOINT URGENT CARE RECEIVED CITY OF TUKWILA OCT 1 1 2018 PERMIT CENTER Project Address: 150 ANDOVER PARK W Contact Person: VERNITA LYTLE, TGB ARCHITECTS Phone Number: 425-599-4476 Summary of Revision: IT WAS DISCOVERED THAT AN EXISTING SHEAR WALL AT THE WEST END OF THE BUILDING WAS REMOVED BY OTHERS PRIOR TO THE TENANT LEASING THE SPACE. THE RESOLUTION TO THIS WAS TO REINSTALL A SHEAR WALL WITH AN OPENING. (A SHEAR WALL IN THAT LOCATION WOULD CONFLICT WITH ACESS TO SUB -WAITING.) A STRUCTURAL ENGINEER DESIGNED THE REPLACEMENT SHEAR WALL AND HIS STAMPED DRAWINGS AND CALCULATIONS ARE SUBMITTED ALONG WITH THE ASSOCIATED REVISED PAGES OF THE ARCHITECTURAL DRAWING SET. ALL UPDATES ARE CLOUDED #5. ADDITIONALLY, THE CLIENT IS IN THE PROCESS OR ORDERING THEIR IMAGING EQUIPMENT. IT WAS DISCOVERED THROUGH THIS PROCESS THE ROOM ORIENTATION NEEDED TO FLIP AROUND AND THE DOOR TO THE CONTROL ROOM NEEDED TO MOVE FROM THE WEST WALL TO THE SOUTH WALL. THAT UPDATE IS ALSO SHOWN IN THE UPDATES ALSO CLOUDED #5. Sheet Number(s): A0.11, A0.22, A2.11, A2.21, A2.41, S1, S2 "Cloud" or highlight all areas of revision including date of revisign Received at the City of Tukwila Permit Center by: G—Entered in TRAKiT on `a— t ( -" ( ZJ W:\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www,TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: JULY 30, 2018 Plan Check/Permit Number: D18-0203 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA JUL 30 218 PERMIT CENTER Project Name: PROLIANCE BONE AND JOINT URGENT CARE Project Address: 150 ANDOVER PARK W Contact Person: VERNITA LYTLE, TGB ARCHITECTS Phone Number: 425-778-1530 X 476 Summary of Revision: ITEM 1: CODES REFERENCED HAVE BEEN UPDATED AND CLARIFIED. SEE CLOUDED AREAS ON GENERAL INFORMATION SHEET A0.11 AND CODE ANALYSIS SHEET A0.21. ITEM 2: EGRESS PLAN SHEET A0.22 HAS BEEN ADDED, THE WHOLE IS NEW SO THE PAGE NUMBER IS CLOUDED. THE COMMON PATH OF EGRESS HAS BEEN INCLUDED WITH DIRECTIONAL ARROWS AND DIMENSIONS. EMERGENCY LIGHTING HAS BEEN INDICATED ALONG PATH OF EGRESS. GENERAL NOTES ON THIS SHEET HAVE BEEN ADDED TO REFERENCE IBC SESCTION 107.2.3, 1006 & 1008.1.6. GENERAL NOTES ALSO INDICATE EMERGENCY LIGHTING FIXTURES. ALTHOUGH NOT REQUESTED IN THE PLAN REVIEW, AN EXIT SIGN WAS ADDED IN ROOM 124. THE EMERGENCY LIGHTING FIXURE CLARIFICATIONS ALSO ARE SHOWN ON THE CEILING PLAN SHEET A2.2I AND HAS BEEN CLOUDED. EXTERIOR EMERGENCY LIGHTS ARE SHOWN AT EACH OF THE 4 EXIT DISCHARGE DOORWAYS. TWO (2) EMERGENCY FIXTURES IN THE EXISTING RESTROOMS 122 & 123 WERE PREVIOULY INADVERNTALTY OMITTED FROM THE LIGHT CACLULATIONS. DUE TO ALL THE ABOVE UPDATES (ADDED EXIT SIGN AND 2 EMBERGENCY FIXTURES) THE PERMIT CORRECTIONS #1 SUBMITTAL ALSO INCLUDES MINIMUALLY UPDATED WSEE INTERIOR LIGHTING CALCULATIONS WORKSHEET. ITEM 3: DETAILS HAVE BEEN CLOUDED TO SHOW MODIFIED INFO REGARDING FASTENERS TO EXISTING 3/4" PLYWOOD ABOVE. THE ASSEMBLY IS LISTED ON THE BULDING SECTIONS 7/A3.01. THE CLOUDED DETAILS ON A6.03 AND A8.31 WERE CORRECTED TO REFLECT THE SCREWS AND SPACINGS FOR ATTACHMENTS. Sheet Number(s): "Cloud" or highlight all areas of revision includinldate o revis' : Received at the City of Tukwila Pgrmit Center by: 71 Entered in TRAKiT on ! W:\Permit Center (Brcnda)\Forms\Permit Center Documents (Word)\Revision Submittal Form doc • City, of'ukwila FiEC,E; \VED CIT OF T1LKWILA JUL 3 0 2018 Public Works Maintenance Department'ERMIT CENTER Backflow Assembly Test Report Form NAME Pe> 1 anf - $cne. a,4 wryer)- Ca re ACCOUNT# SERVICE ADDRESS ISO A nd OV—' Por k W METER # CITY Tv Kw.1 F STATE Li A ZIP CODE `1.816 ASSEMBLY LOCATION I-k,4Lox k O +wes4-of"the_ 6, )�1 �n nex,l- bus s--1040 CROSS -CONNECTION CONTROL FOR? SIZE 1 5 MAKE Fe -6x -c) MODEL 2(60 TYPE 1? P 6A SN 08.117 LINE PRESSURE AT TIME OF TEST? 30 PSI NEW? 0 EXISTING? ® REPLACEMENT? 0 INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALVE S. S PSID PSI DROP ACROSS #1 CHECK VALVE T1. 2 PSID RELIEF VALVE OPENED 2. Co ism RELIEF VALVE OPENED 3.0 rsw #1 CHECK VALVE CLOSED TIGHT? 0 #1 DECK VALVE LEAKED? D #2 CHECK VALVE CLOSED TIGHT? Ei #2 CHECK VALVE LEAKED? D APPROVED AIR GAP PROVIDED? D #1 CHECK VALVE CLOSED TIGHT? Z i #1 CHECK VALVE LEAKED? 0 #2 CRECK VALVE CLOSED TIGHT? 1►�g #2 C IfECK VALVE LEAKED? ❑_ APPROVED AIR GAP PROVIDED? 0 RPBA PASSED TEST? Yea 14 No 0 RPBA PASSED TEST? Yea ❑ No • DCVA #1 CHECK VALVE CLOSED TIGHT? PSM #1 CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE LEAKED' ❑ #2 CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE LEAKED? D #2 CHECK VALVE CLOSED TIGHT? MD #2 CHECK VALVE LEAKED? 0 DCVA PASSED TEST? ' Ya ❑ No 0 #2 CHECK VALVE LEAKED? 0 DCVA PASSED TEST? - Ya ❑ No D • PVBA AIR INLET OPENED AT PSID AIR INLET OPENED AT - PSID AIR INLET FAILED TO OPEN? D CHECK VALVE HELD TIGHT AT PSID AIR INLET FAILED TO OPEN? 0 CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? D - PVBA PASSED TEST? Yes D No D CHECK VALVE LEAKED? 0 PVBA PASSED TEST? Yes ❑ No 0 APPROVED ASSEMBLY? Ni REMARKS PROPER INSTALLATION? - INSPECTED BY CCS? TEST COMPANY PHONE 042 s J 11 ?7 - 2 01/1, TEST Krr MAKE M, a W ?&r MODEL $ / 5 - 5 SN v'/ 1528 90 CALIBRATION DATE 512 I certify that I used WAC 246-290-490 approved Test Methods and Differential Pressure Test Equipment TES'TER'S NAME (PRINTED) r, S Jur r a +-1- CERTIFICATION # 8 25 2 h SIGNATURE S DATE TESTED ? / 27 1) 8 REPAIRED BY 1�-� REPAIR DATE '7/2'7/)? RETESTED BY CERT # 2 2S 2'1 DATE TESTED '7/2'7/J S CORRECT LTR# J 600MinklerBoulevard - Tukwila, Washington 98188Di 11001) Car/Emotion-Number Customer Purdbase Order Manufacturer TooVID Model # Description iliceuNo 131INS'fRUMENTS 108 N. Lee * Spokane, WA 99202 Phone (509) 534-7774 * fax (509) 534-9003 Certificate of Calibration 032487 THE PART WORKS, INC P009915 MIDWEST 04152890 845 BACKFLOW TEST KIT As Received Condition: IN TOLERANCE As Left C_ ondiIon: IN TOLERANCE Remarks: ACC +/- .2 PSI Calib nSnn Data Calibration Due Temperature Humidity Procedure 05/27./20L8. 05/21/2019 20°C±5°C 15% TO 70% RH MP -0535 McCune's Instruments Inc. hereby certifies That the material listed herein above has passed our tests and inspections. The calibration of standards used in calibrating the above are traceable to NIST (National Institute of Standards and Technology), unless otherwise noted. These systems conform to ISO -17025:2005 and ANSI/NCSL Z540-1-1994. This certificate shall not be reproduced, except in full, without the written approval of McCune's Instruments Inc. Asset # TSST-002/TRACE# 025421 Units PS1 PSI PS1 Technician Byron Martin Manufadurcr MARTEL CALIBRATION EQUIPMENT USED: McCune s lest Serial Number Calibration Due 2993 05/27/2018 Our Standard 14.0 7.0 2.0 TEST DATA: Your Instrument 13.8 7.0 2.0 RECEIVED CITY OF TUKWI!_A JUL 302018 PERMIT CENTER Page 1 of 1 "WV *Health x.74•4,..01... nom....+.. o... CERTIFICATE NUMBER BACKFLOW ASSEMBLY TESTER VALIDATION CARD FOR CERTIFICATE OF COMPETENCY B2527 VALID FOR YEAR 2018 BE IT KNOWN THAT THE WASHINGTON STATE DEPARTMENT OF HEALTH BAS RECOGNIZED; Kristina L. Surratt AS A CERTIFIED BACKFLOW ASSEMBLY TESTER RECEIVED CITY OF TUKWILA JUL 3 0 2018 PERMVMIT CENTER FERRIS/TURNEY GEN CONTRS IWashington State Department of ,'Labor & Industries Horne Espanol Contnet Safety & Health Claims & Insurance Page 1 of 2 Search L&I A -Z Index Help My l.,&t Workplace Rights Trades & Licensing FERRIS/TURNEY GEN CONTRS INC Owner or tradesperson Principals FERRIS, RODNEY WALTER, PRESIDENT TURNEY, NEIL M, SECRETARY (End: 05/31/2011) Doing business as FERRIS/TURNEY GEN CONTRS INC WA UBI No. 601 809 994 PO BOX 31109 SEATTLE, WA 98103 206-632-2797 KING County Business type Corporation Governing persons RODNEY WALTER FERRIS NEIL M TURNEY; 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. FERRIGC037N1 Effective -- expiration 08/21/1997— 05/28/2019 Bond ................ TRAVELERS CAS & STY CO OF AMER Bond account no. 104784605 $12,000.00 Received by L&I Effective date 08/07/2006 08/06/2006 Expiration date Until Canceled Insurance ......__...._......._. BITCO General Ins Corp $1,000,000.00 Policy no. CLP3672335 Received by L&I Effective date 08/23/2018 08/25/2018 Expiration date 08/25/2019 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601809994&LIC=FERRIGC037N1&SAW= 8/24/2018 FERRIS/TURNEY GEN CONTRS BITCO General Ins Corp Policy no. CLP3658233 $1,000,000.00 Received by L&I Effective date 08/24/2017 08/25/2017 Expiration date 08/25/2018 Insurance history Savings .... _................ No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ............. ...... .......... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ........................................ No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 939,266-00 .............................. Doing business as FERRIS-TURNEY GENERAL CONTRACT Estimated workers reported Quarter 2 of Year 2018 "31 to 50 Workers" L&I account contact TO / KARLA BOWMAN (360)902-5535 - Email: BOWK235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ............................_......................_.. No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601809994&LIC=FERRIGC037N 1 &SAW= 8/24/2018 .. MN'roi A M nt. 0 }d 410:4 k 4400 40140 41 41141441141 TYPICAL SYMBOLS Qk TEXT ABOVE TEXT BELOW ROOM NAME 101 1t <001> 41#14144 #44441 # 4010 ELEVATION TAG/REFERENCE BUILDING SECTION TAG/REFERENCE WALL SECTION TAG/REFERENCE DETAIL SECTION TAG/REFERENCE ENLARGEMENT TAG/REFERENCE REVISION INDICATOR (CLOUD) ELEVATION DATUM WORK POINT / START POINT ROOM NAME AND NUMBER DOOR NUMBER LITE / RELITE (INTERIOR WINDOW) NUMBER FURNITURE/EQUIPMENT/ACCESSORY TAG EXISTING -TO -REMAIN PARTITION TO -BE -DEMOLISHED PARTITION NEW MASONRY OR CONCRETE PARTITION (UNRATED) NEW FRAMED PARTITION (UNRATED) NEW SMOKE PARTITION (UNRATED) NEW 1 -HOUR FIRE -RATED SMOKE BARRIER NEW 1 -HOUR FIRE -RATED CONSTRUCTION NEW 2 -HOUR FIRE -RATED CONSTRUCTION PROJECT NOTES GENERAL NOTES: 1) DO NOT SCALE THE DRAWINGS. 2) THE DRAWINGS AND THE SPECIFICATION ARE COMPLEMENTARY - WHATEVER IS INDICATED IN ONE IS ASSUMED TO BE INDICATED IN THE OTHER. NOTIFY THE ARCHITECT IN CASE OF DISCOVERED DISCREPANCIES. 3) DRAWINGS OF EXISTING CONDITIONS AND BUILDING PLANS HAVE BEEN PREPARED FROM DATA AND DRAWINGS PROVIDED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT HAS VERIFIED EXISTING CONDITIONS TO THE BEST OF THEIR ABILITY, AND THEN USED THE INFORMATION, IN ACCORDANCE WITH GENERALLY -ACCEPTED STANDARDS OF PROFESSIONAL PRACTICE, TO INDICATE EXISTING CONDITIONS. HOWEVER, THE ARCHITECT ISSUES NO WARRANTY, NEITHER EXPRESSED NOR IMPLIED, FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION INDICATED THEREIN: 4) UNLESS NOTED OTHERWISE ALL DIMENSION ARE TO THE FINISH FACE OF WALLS, WHICH GENERALLY IS GYP BD. NEW -CONSTRUCTION NOTES: 1) ALL MATERIALS AND SYSTEMS SHALL BE INSTALLED PER MANUFACTURERS' PRINTED INSTRUCTIONS AND PER INDUSTRY STANDARDS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2) THE COMPLETED PROJECT SHALL HAVE A FINISHED APPEARANCE IN ALL SPACES ACCESSIBLE BY THE PUBLIC AND BY EMPLOYEES USING THE SPACE. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, OR DUCTS UNLESS APPROVED BY THE ARCHITECT. THERE SHALL BE NO WALLS WITHOUT BASE AND PAINT UNLESS APPROVED BY THE ARCHITECT. THERE SHALL BE NO EXPOSED UNPAINTED OR EXPOSED UNFINISHED ACCESS PANELS, CLEANOUTS, OR RACEWAYS UNLESS APPROVED BY THE ARCHITECT. THERE SHALL BE NO VISIBLE DAMAGED MATERIAL OR FINISHES, EXCEPT SUCH THAT EXISTED PRIOR TO THE NEW CONSTRUCTION AND WAS NOT INDICATED TO BE REPAIRED. 3) THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF THE VARIOUS TRADES UNDER HIS CONTRACT, AND SHALL COORDINATE THEIR WORK WITH: WORK BY THE OWNER, WORK BY THE OWNER'S SUPPLIERS, WORK BY THE OWNER'S SUBCONTRACTORS, AND WITH OWNER'S EQUIPMENT IN PLACE AT THE TIME OF THE BID/PROPOSAL. DEMOLITION NOTES: 1) WHETHER INDICATED OR NOT: ALL OPENINGS IN SLABS, ROOFS, WALLS, CEILINGS, AND PARTITIONS - CREATED (WHETHER INTENTIONAL OR NOT) BY PROJECT -RELATED DEMOLITION OR BY NEW CONSTRUCTION -SHALL BE CLOSED WITH LIKE/SIMILAR/ADJACENT MATERIALS AS NECESSARY TO MAINTAIN FIRE -RATING, ACOUSTICS, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW FINISHES. ALL MATERIALS ( SUCH AS ACOUSTICAL CEILING TILE) DISPLACED TO ACCOMODATE DEMOLITION SHALL BE RE -INSTALLED IN LIKE CONDITION, OR SHALL BE REPLACED WITH LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. 2) WHETHER INDICATED OR NOT: ALL OPENINGS IN EXTERIOR WALLS, EXTERIOR SOFFITS, AND ROOFS - CREATED (WHETHER INTENTIONAL OR NOT) BY PROJECT -RELATED DEMOLITION OR NEW CONSTRUCTION - SHALL BE CLOSED WITH LIKE/SIMILAR/ADJACENT MATERIALS AS NECESSARY TO MAINTAIN FIRE -RATING, ACOUSTICS, THERMAL INSULATION, WEATHER PROTECTION, WATER- PROOFING, VAPOR -RETARDATION, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW CLADDINGS AND FINISHES. ALL MATERIALS DISPLACED TO ACCOMODATE DEMOLITION SHALL BE RE -INSTALLED IN LIKE CONDITION, OR SHALL BE REPLACED WITH LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE AND TO MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOPE. 3) WHETHER INDICATED OR NOT: REPLACE/PATCH ALL FIREPROOFING REMOVED OR DAMAGED DURING DEMOLITION OR CONSTRUCTION, SO AS TO MAINTAIN THE FIRE -RATING OF EXISTING BUILDING ELEMENTS. 4) WHETHER INDICATED OR NOT: EXISTING WALL -MOUNTED, CEILING -MOUNTED, AND FLOOR -MOUNTED MEDICAL EQUIPMENT WILL BE REMOVED FROM THE PROJECT AREA BY THE OWNER, BY THE OWNER'S VENDOR, OR BY THE OWNER'S HIRE - PRIOR TO CONTRACTOR'S ACQUISITION OF THE SPACE. ANY MEDICAL EQUIPMENT REMAINING IN THE SPACE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. 5) CONSULT WITH THE OWNER PRIOR TO DEMOLITION, ABOUT MATERIALS INDICATED TO BE SALVAGED FOR THE OWNER'S USE, BUT NOT INTENDED FOR RE -USE ON THIS PROJECT. STORE ALL SUCH MATERIALS UNTIL THE OWNER CAN TAKE POSSESSION. 6) SALVAGEABLE/REUSABLE MATERIALS AND EQUIPMENT INDICATED FOR CONTRACTOR'S RE -USE ON THIS PROJECT. ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO LIGHTING FIXTURES, EXIT SIGNS, CABINETS, PLUMBING FIXTURES, DOORS, HARDWARE, EQUIPMENT, AND TOILET ACCESSORIES. CONTRACTOR TO STORE ALL SUCH MATERIAL UNTIL SCHEDULED RE -INSTALLATION. CONSULT WITH OWNER IF LOCATION INTENDED FOR STORAGE IS IN SPACES BELONGING TO THE OWNER BUT NOT IN THE AREA OF WORK. PROJECT INFORMATION SCOPE OF WORK TENANT IMPROVEMENT OF PREVIOUS RESTAURANT TO NEW MEDICAL CLINIC WITH EXAM ROOMS, WAITING ROOM, OFFICES, AND WAGING. INCLUDES ASSOCIATED MECHANICAL (HVAC), ELECTRICAL, AND PLUMBING SYSTEMS. NO STRUCTURAL WORK. EXTERIOR IMPROVEMENT WORK IS MINIMAL WHICH INCLUDES PAINTING, RESURFACING PATIO AND ENTRY CONCRE1E, AND REPLACING SEVERAL LIGHT FIXTURES AND DOORS. APPROX 6,136 SQ FT LEGAL DESCRIPTION ANDOVER INDUSTRIAL PARK #2 LOT 2 LESS RD PER DEED #20051130000405 OF TUKWILA BLA L05-025 REC #20050928900006 SD BLA BEG LOTS 1 & 2 OF ANDOVER INDUSTRIAL PARK #2 LESS WEST 10 FT OF LOT 2 & LOT 2 OF ANDOVER INDUSTRIAL PARK µ1 LESS W10 FT LESS POR FOR RD PER REC# 20130709001146 PLat Block: Plat Lei: 1 TAX PARCEL NUMBER 022310-0010 BUILDING 1 AUTHORITY HAVING JURISDICTION (AHJ) CITY OF TUKWILA APPLICABLE CODES EXISTING-BUILDIIIG CODE: INTERNATIONAL EXISTING BUILDING CODES (WITH WA STATE amendments) - 2015 BUILDING CODE: INTERNATIONAL BUILDING CODES WITH WASHINGTON AMENDMENTS- 2015 ENERGY CODE V/A STATE ENERGY CODE (IECC with amendments) - 2015 LIFE SAFETY CODE: IBC WASHINGTON CHAPTER 10 -2015 FIRE CODE: INTERNATIONAL FIRE CODE (IFC) - 2015 MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE (IMC) - 2015 PLUMBING CODE UNIFORM PLUMBING CODE (UPC) - 2015 ELECTRICAL COLE: NATIONAL ELECTRICAL CODE (NEC) - 2017 ACCESSIBILITY CODE: ANSI A117.1 - 2009 (BY REFERENCE FROM IBC AND WSBC) DEFERRED SUBMITTALS 1. MECHANICAL 2. PLUMBING 3. ELECTRICAL. 4. FIRE SUPPRESSIONS SYSTEM 5. FIRE ALARM 6. SPECIAL INSPECTIONS (REPORTS) ALTERNATES NONE C:\Users\vernital\Documents\18003 PB&J Urgent Care -central VL Wd 9Z:LZ:17 81.0Z/6Z/01. ABBREVIATIONS ACC ADJ AFF ACCESSIBLE ADJACENT ABOVE FINISHED FLOOR BD BD BLDG BUILDING BO BOTTOM OF CJ CL CLG CLR CMU CONC CONT CORR CTR DEPT DF DIA DIM DISP DN DS DWG E EJ EL ELEV EQ. EQUIP EWC EXT FAB FDN FE FEC FF FT CONTROL JOINT CENTERLINE CEILING CLEAR CONCRETE MASONRY UNIT CONCRETE CONTINUOUS CORRIDOR CENTER. DEPARTMENT DRINKING FOUNTAIN DIAMETER DIMENSION DISPENSER DOWN DOWN SPOUT DRAWING EAST EXPANSION JOINT ELEVATION ELEVATOR EQUAL EQUIPMENT ELECTRIC WATER COOLER EXTERIOR FABRICATE, FABRICATED FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FEET, FOOT GA GAUGE GC GENERAL CONTRACTOR GWB GYPSUM WALL BOARD GWP GYPSUM HR HOUR HSKP HOUSEKEEPING HT HEIGHT IBC INTERNATIONAL BUILDING CODE JAN JANITOR MAX MDF MDO MECH MFR MIN MO N NIC NTS MAXIMUM MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MECHANICAL MANUFACTURER MINIMUM MASONRY OPENING NORTH NOT IN CONTRACT. NOT TO SCALE OC ON CENTER OPP OPPOSITE ORD OVERFLOW ROOF DRAIN PL PROPERTY LINE PLAM PLASTIC LAMINATE PR PAIR RD ROOF DRAIN RO ROUGH OPENING S SOUTH SC SOLID CORE SCWD SOLID CORE WOOD SF SQUARE FEET, SQUARE FOOT SIM SIMILAR SS STAINLESS STEEL. T&G TOM TOS TOSL TOW TYP TONGUE AND GROOVE TOP OF MASONRY TOP OF STEEL TOP OF SLAB TOP OF WALL TYPICAL UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W WEST WHERE. SCHEDULES (INCLUDING THOSE FOR DOORS, OPENINGS, WINDOWS, PARTITIONS,. FINISHES, MATERIALS, GLAZING, HARDWARE, AND SIMILAR ITEMS) USE ABBREVIATIONS OTHER THAN THESE, FOR REASONS OF EXTREME BREVITY - AN ABBREVIATION LEGEND IS PROVIDED AT THAT LOCATION FOR INTERPRETING SUCH ABBREVIATIONS. PROJECT TEAM OWNER: OPEN FRAME LLC 100 ANDOVER PARK W TUKWILA, WA 98'88 OWNER CONTACT: CONTACT NAME PHONE: (206) 246-5642 CONTACT EMAIL PROPERTY MANAGER JSH I PROPERTIES, INC 14900 INTERURBAN AVENUE S. SUITE 130 SEATTLE, WA 98188 PROPERTY MANAGER: GARDNER ERICKSON, VP OF PROPERTY MANAGEMENT GARDNERE@JSHPROPERTIES.COM DIR: 425.440.7922 CELL: 206.348.3976 TENANT: PROLIANCE ORTHOPEDICS ASSOCIATES 4011 TALBOT ROAD RENTON, WA 98055 TENANT CONTACT: TONI BROSIO-WARD T.BROSIO-WARD@PROLIANCESURGEONS.COM DIR: 425.291.1464 CELL: 206.890.3244 ARCHITECT: TGB ARCHITECTS 21911 76TH AVE VI, SUITE 210 EDMONDS, WA 9E026 PROJECT LEAD: VERNITA LYTLE PRINCIPAL IN CHARGE : KENT GREGORY 425-778-1530 VLYTLE@TGBArchitects.com GENERAL CONTRACTOR: FERRIS-TURNEY GENERAL CONTRACTORS PO BOX 31109 SEATTLE, WA 98103 GENERAL CONTRACTOR CONTACT: TOM BENNETT- PROJECT MANAGER 425-623-7035 TOMB@FERRIS-TURNEY.COM ROD FERRIS 206-632-2797 RODF@FERRIS-TURNEY.COM LOW -VOLT: INTERFACE TECI-NOLOGIES NORTHWEST 6825 216TH ST SIV, SUITE E LYNNWOOD, WA 98036 LOW -VOLT CONTACT: LISA WEIDMER (425) 774-1377 LISA@INTERFACETECHNW.COM MECHANICAL ENGINEER: DESIGN -BUILD ELECTRICAL ENGINEER: DESIGN -BUILD DRAWING INDEX ARCHITECTURAL A0.00 A0.11 A0.21 A0.22 A1.01 A2.01 A2.11 A2.21 A2.31 A2.41 A3.01 A5.01 A6.01 A6.03 A7.01 A7.02 A8.11 A8.12 A8.31 COVER SHEET GENERAL INFORMATION CODE ANALYSIS EGRESS PLAN ARCHITECTURAL SITE PLAN DEMOLITION PLAN FLOOR PLAN CEILING PLAN FINISH PLAN FF&E PLAN EXTERIOR BUILDING ELEVATIONS AND SECTIONS EXTERIOR DETAILS DOOR &INTERIOR WINDOW SCHEDULE LEGENDS - PARTITIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS AND TYP MOUNTING LEGENDS DETAILS (CASEWORK) DETAILS CASEWORK DETAILS REVISIONS No changes shall be made tc the scope of work without prior app oval of Tukwila Building Oivbon DOTE `ievisions will r;rltuire a r+ °>� plan sub tt n � •..t, n l �• t n p! n, � ��15J78.1530 and may i>, I [i /.. r cuit.onal p an eview teed 425.774.7803 S1.0 GENERAL NOTES, SPECIAL 1 SPECTION AND TYPICAL DETAIL S2.0 PARTIAL PLANS AND ELEVATION CORRECTION LTR# esto REVISION N0:! RECEIVED CITY OF TUKWILA OCT 3 0 2018 PERMIT CENTER VICINITY MAP PROJECT LOCATION NORTH SITE MAP cfP o PROJECT LOCATION - NORTH 41) 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchltects.com www.tgbarchitects.com 3626. REGISTERED RCHITECT NT fok E9Y STATE OF WASHINGTON !?LE COC6/ PY Plan Approv:, the violati :: : Of approved By: Date: _ /. f/g City L, �' 1 BUILDING CI „LION ION ' errors and omissions. ......., ..., l.. . PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 GENERAL INFORMATIO U Electrical LSI Plumbing Gas Piping Cl'y of T ukwJa ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 2 PERMIT CORRECTIONS #1 07/30/18 4 CONSTRUCTION SET 09/10/18 • 5 RFIs & CLIENT REQUESTS - SHEAR WALL & DOOR, IMAGING ROOM & DOOR • 10/10/18 REVIEi • - CODE COMPLIANCE APPROVED OVnC7018 City of Tukwila BUILDING DIVISION PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Designer Author CRS # N/A A0.11 EXIT TO GRADE IMAGING UNLESS OTHERWISE INDICATED: 1. PROVIDE EMERGENCY ILLUMINATION ALONG COMMON PATHS OF EGRESS. EMERGENCY ILLUMINATION SHALL HAVE AT LEAST AN AVERAGE 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 -FOOT CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. EMERGENCY LIGHTING SHALL ALSO BE REQUIRED FOR EXIT DISCHARGE DOORWAYS. EGRESS PATHS SHALL BE CONTINUOUS TO EACH EXIT. DESIGNATED EGRESS PATHS ARE THOSE THAT SHALL BE LIGHT METERE INSPECTED FOR EGERESS ILLUMINATION REQUIREMENTS. (IBC SECTION 107.2.3, 1006 & 1008.1.6) 2. SEE LIGHT FIXTURE SCHEDULE ON SHEET A2.21. FIXTURES IDENTIFIED WITH "EB" ON BOTH EGRESS PLAN ON SHEET A0.22 AND CEILING PLAN ON SHEET A2.21 SHALL BE EMERGENCY FIXTURES INSTALLED WITH EMERGENCY BALLASTS THAT MEET THE CRITERIA ABOVE IN #1. t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com. www.tgbarchitects.com - EXISTING WALL LIGHT EXISTING MEN'S CO 122 VESTIBULE 3626 �.� I REGISTERED `RCHITECT .11123 EB IDOR NT EY STATE OF WASHINGTON ---\--------------\ EXIST MECH CORRIDOR T CLOSE STOR/HSKP LCOVE F'tO CEILING..--- CORRIDO 0 103 TREATMENT OPEN PHYSICA THERAPY T AR AST ROOM PROLIANCE BONE & JOINT URGENT CARE TREATM TO GRADE EXISTING ROOF HATCH 150 ANDOVER PARK W TUKWILA, WA 98188 TRENTIIEfff EGRESS PLAN VESTIB OFFICE- p 0 ;B ._. --. f PT $UB -WAITING lir _:_..:=.;I._ ..... . ;;I';140 1( ) I ' � fire .cam a...�..... ■ ISSUANCE ITING No. 2 4 5 EXIT TO GRADE Description Date PERMIT CORRECTIONS #1 CONSTRUCTION SET 07/30/18 09/10/18 RFIs & CLIENT REQUESTS - SHEAR WALL & DOOR, IMAGING ROOM & DOOR 10/10/18 CEILING PLAN - NEW - EGRESS PLAN 3/16" =1'-0" CODE COMPLIANCE APPROVED NOV 0 6 2018 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: Wd ZE:LZ:ti 81.0Z/6Z/01, RECEIVED CITY OF.TUKWILA OCT 302010 PERMIT CENTER 18003 Designer Author CRS # N/A SHEET NO A0.22 99'-1 1/2" 9'-5 1/2" 18'-9 1/2 29'-01 /2" IMAGING 209 SF t 425.778.1530 f 425.774.7803 180 SF 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com STAFF LOUNGE 205 SF VESTIBULE ANGLE TO WINDOW TO WINDOW JAMB STORAGE 3626................................................................... IREGISTERED RCHITECT (123 ) NT E STATE OF WASHINGTON EXISTING WOMEN'S CORRIDOR 113 SF 180 SF PROCEDURE 115 SF CORRIDOR CONTROL (151) (109) 2'-61/16" 3'-7 13/16" EXIST ELEC 2'-0" IT CLOSET 125 49 SF L___ea, 255 SF i_ -J 11-3" ALCOVE NEW FLO ' R DRAI 5'-1 1/2" PHYS OFFICE 117 SF CORRIDOR 282 SF AST ROOM 480 SF MA STATIONS 152 SF PROLIANCE BONE & JOINT URGENT CARE UPGRADE WALL TO 1 -HR SEPARATION WALL CONSTRUCT OR UPGRADE PARTITION SIMILAR TO TYPE 31 INFILL CAULK GAPS AND PENETRATIONS OPEN PHYSICAL THERAPY T AREA TREATMENT 8'-2 1/2" ��- I FFICE MANAGER FRAMELESS HERCULITE GLASS DOOR AND PANEL SYSTEM WITH REMOTE ACTUATOR (FRONT DESK BUTTON). 150 ANDOVER PARK W TUKWILA, WA 98188 656 SF FLOOR PLAN T T - - - - T T - - <07> TREATMENT RECEPTION EXISTING LADDER WALL SUPPORT POST TO REMAIN FRAMELESS GLASS PANEL - McCRORY GLASS DP -1 IN CHANNEL WITH CLIPS BETWEEN DESK AND SOFFIT. (102) G DOOR AND SYSTEM_ ABOVE HEAD N SENSOR. LL WITH SSIBLE HOLDS. ISSUANCE No. 1 3 4 5 VESTIBULE OFFICE 101 SF (101) - GLASS STOREFRONT SYSTEM TO MATCH EXISTING SYSTEM ON BUILDING. LOCATION FOR DOOR ACTUATOR. INSTALL WITH ACCESSIBLE THRESHOLDS. 6 Description PERMIT SET Date 07/09/18 REVISIONS PER CLIENT CONSTRUCTION SET RFIs & CLIENT REQUESTS - SHEAR WALL & DOOR, IMAGING ROOM & DOOR UPDATES PER RFIs 09/04/18 09/10/18 10/10/18 10/26/18 WAITING REVIEWED FOR CODE COMPLIANC . APPROVED 6'-9 5/0" GENERAL NOTES NOV 0 6 2018 PT SUB -WAITING 117 SF 19'-4 1/2" SEE ST•UCTURAL DRAWINGS FOR SHEAR WALL MODIFICATION 1. PATCH AND REPAIR EXISTING BUILDING ENVELOPE BOTH INTERIOR AND EXTERIOR SIDE OF WALLS. RECONSTRUCT WALLS TO MATCH EXISTING CONSTRUCTION. PREPARE WALL FOR NEW FINISHES AS SCHEDULED. SEE A5.01 FOR ADDITIONAL DETAILS City of Tukwila BUILDING DIVISION 2. COORDINATE NEW WORK IN MECHANICAL ELECTRICAL AND PLUMBING WHICH MAY NOT BE INDICATED ON PLANS. 3. FLOOR WILL REQUIRE INSTALLATION OF CEMENTITIOUS FLOOR SELF LEVELING UNDERLAYMENT. PRODUCT TO BE COMPATIBLE WITH NEW FLOOR FINISHES. PROJECT INFORMATION 4. PROVIDE EXTERIOR SELF -LEVELING TOPPING FOR RESURFACING EXTERIOR WORK SUCH AS ARDEX K301 OR APPROVED EQUIVILENT. INSTALL WITH NON -SLIP SURFACE AND FINE AGGREGATE PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 VL VL, RL CRS # N/A PERMIT # SHEET NO FLOOR PLAN NEW 1/4" =1'-0" A2.11 C:\Users\vemital\Documents\18003 PB&J Urgent Care-central_VLytle.rvt 10/29/2018 4:27:42 PM EB STORAGE 152 T 4,-0" ALUM CANOPY DRAIN TO LANDSCAPING BELOW EXISTING CEILING P -X 10111 -® trpi 1. CI. CEILING PLAN - NEW 3/16" = 1'-0" •• ►•. THERAPY T AREA 145 ilii A EBiiii 4•11 Ma TR EXISTING CEILING P -X VESTIBULE 1211. ORRIDOR 0 `� •RRIDOR 110 . C1-j— tet I lei LE 11111111 EQEQ PROVIDE INDICATORIWARNING LIGHT AT DOOR 117 AND 118. COORDINATE WITH IMAGING EQUIPMENT REP 5 1 WA I �" AFF w•v 11 EB II1 ORRI ] • 107 i19 9 ACP -1 -0"AF T F MOM PM I 'NMI I 1 MI 1111.. EB TREATMENT 143 J ■ EXITING ROOF HAT H iblit I IMO Irl r 9 TR ACP -1 0" AF ■t0' 1142 ACP -1 -0"AF i CA 4 M I- CP -1 -0"A OFFIC I 1 WWIir Al1■ rila ■■ R 104 is! f"( IiAI OEB 1 NM I Mr C* Aril ig.7 ■' � GWR- "��r�.��?�An I 0 �j I■ 8, 10"..;: E.I►� '��_ � A OA" 1■101_1 •Il I 0.404011 11/11 71 ....ME 0E.110 Ail 0 V U Nimiumvoirdiri 0 ■■IMMO kl 0 •M■ ° :1102 kismo"■ratiiiim ir witil_ourareEBB _m 10' 0" AF'■ 0 ,04° 1115-1 CP 2 ® •1\ raEr=ilmai ■" AFF • 10111 111 AC 211111 Eli a C4 ■ CEPTI EB 9 B SO R WIN EOM • FIT@ OW P '-11" CKE EVis'In■ MUM �bs ENT Nip 0 0 z KEYNOTE KEYNOTE DESCRIPTION C1 INSTALL TIME SWITCH LIGHTING CONTROL(S) WITH A MANUAL OVERRIDE. C2 PATCH AND REPAIR HOLE AS NECESSARY, REPLACE MISSING EMERGENCY LIGHTING. C3 PATCH AND REPAIR AS NECESSARY OR REPLACE NEW. SOFFIT BOTTOM. IF POSSIBLE, REMOVE ACCESS HATCH OR MINIMIZE SIZE/APPEARANCE. C4 PROVIDE POWER FOR FUTURE ILLUMINATED SIGNAGE. COORDINATE LOCATION AND REQURIEMENTS WITH CLIENTNENDOR. C3 C4 LIGHTING LEGEND RECESSED WALL WASHER - LED QTY =3 13 WATTS RECESSED CAN LIGHT - LED DOWNLIGHT* QTY=29 13 WATTS EXTERIOR LED DOWN LIGHTS* QTY -6 12.6 WATTS LED SHOPLIGHT QTY =2 DMF LIGHITNG ONE FRAME RECESSED LED DOWNLIGHT DRDH-N-JD-100 / DRD2M-10-9-35-A / DRD2T-R-JD-S-WH CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 DMF LIGHITNG ONE FRAME RECESSED LED DOWNLIGHT DRDH-N-JD-100 / DRD2M-10-9-35-A / DRD2T-R-JD-S-WH CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 LITHONIA LIGHTING WAFER LED RECESSED DOWNLIGHT 6" LED MODULE / WF6-LL LED -30K MW *THESE FIXTURES REPLACE EXISTING INCANDESCENT CANS LITHONIA LED SHOPLIGHT, 48" MODEL 1290L NST 3133 LUMNES * FIXTURES DESIGNATED WITH EB ARE EMERGENCY FIXTURES AND ARE TO BE INSTALLED WITH EMERGENCY BALLASTS (EB). SEE EGRESS PLAN AND NOTES ON SHEET A2.21. GENERAL CEILING NOTES UNLESS OTHERWISE INDICATED: 1. ALLLIGHT SWITCHES TO BE DECORA / ROCKER STYLE 2. PROVIDE AND INSTALL EMERGENCY EXIT SIGNS, HORNS, AND EMERGENCY LIGHTING PER CODE. VERIFY LOCATIONS WITH DESIGNER. USE CEILING MOUNTED WHITE FIRE ALARMS IF POSSIBLE. 3. CONTRACTOR TO FURNISH AND INSTALL UNDERCABINET LIGHTING AS SHOWN ON CEILING PLAN AND ELE/ATIONS ON SHEET A7.01 AND A7.02. FIELD VERIFY LOCATIONS AND SIZE WITH DESIGNER. 4. VERIFY LEAD TIMES FOR LIGHTING AS SOME PRODUCTS MAY HAVE EXTENDED LEAD TIMES. 5. ELETRICIAN TO VERIFY DAYLIGHT ZONES AND INSTALL DAYLIGHT CONTROLS PER CODE. 6. ELETRICIAN TO VERIFY TIME SWITCH ZONES AND INSALL TIME SWITCH CONTROLS PER 2015 WASHINGTON STATE ENERGY CODE SECTION C405.2.2. 7. WHEN APPLICABLE, PROVIDE AND INSTALL OCCUPANCY SENSORS WITH WALL MOUNTED MANUAL SWITCHES CAPABLE OF AUTOMATICALLY TURNING OFF ALL THE LIGHTS IN AN AREA, NO MORE THAN 30 MINUTES AFTER THE AREA HAS BEEN VACATED. 8. ACCENT LIGHT SHALL BE CONTROLLED BY A DEDICATED CONTROL THAT IS INDEPENDENT OF THE CONTROLS FOR OTHER LIGHTING WITH THE ROOMS OR SPACE. 9. SUPPLEMENTAL TASK LIGHTING, INCLUDING PERMANENTLY INSTALLED UNDER -SHELF OR UNDER -CABINET LIGHTING, SHALL BE AUTOMATICALLY SHUT OFF WHENEVER THAT SPACE IS UNOCCUPIED AND SHALL HAVE A CONTROL DEVICE INTEGRAL TO THE LUMINAIRES OR BE CONTROLLED BY A WALL MOUNTED CONTROL DEVICE PROVIDED THE CONTROL DEVICE IS READILY ACCESIBLE. 10. ALL LIGHTING & CONTROLS TO COMPLY WITH THE 2015 WASHINGTON STATE ENERGY CODE SECTION C405.2.1 THROUGH C405.2.5.. bIS0002.03 GENERAL DAYLIGHT ZONE NOTES UNLESS OTHERWISE INDICATED: ALL DAYLIGHTED ZONES AND DAYLIGHT ZONE CONTROLS SHALL COMPLY WITH THE 2015 WASHINGTON STATE ENERGY CODE. PRIMARY DAYLIGHT ZONE: EXTERIOR WINDOW HEAD HEIGHT X WINDOW WIDTH + 2' ON EITHER SIDE. SECONDARY DAYLIGHT ZONE: AREA EQUAL IN SIZE TO THE PRIMARY ZONE AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL BE CAPABLE OF REDUCING THE LIGHT OUTPUT OF THE. CONTROLLED LUMINAIRES WHILE MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE BY CONTINUOUS DIMMING TO LESS THAN 15% OF RATED POWER AT MAXIUMUM LIGHT OUTPUT. DAYLIGHT SENSING CONTROLS SHALL CONTROL ONLY LUMINAIRES WITHIN THE DAYLIGHTED AREA. AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. SEE CEILING PLAN FOR ROOMS/AREAS WHERE OCCUPANCY SENSORS TO BE LOCATED. EXCEPTIONS: SPACES WHERE PATIENT CARE IS DIRECTLY PROVIDED (2015 WSEC SECTION C405.2.2 EXCEPTION #2). CI RECE TYOF1 OCT 3 PERMIT t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT NT °E STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 CEILING PLAN ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 2 PERMIT CORRECTIONS #1 07/30/18 4 CONSTRUCTION SET 09/10/18 5 RFIs & CLIENT REQUESTS - SHEAR WALL & DOOR, IMAGING ROOM & DOOR 10/10/18 6 UPDATES PER RFIs 10/26/18 REVIEWED FOR Ci i • ' �— BUILDING DIVISION PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY:. 18003 Designer Author CRS # N/A VEI) SHEET NO UKWILA 2018 CENTER A2.21 VANITY LIGHT LED SCOTT ARCHITECTURAL LIGHTING S3875-FP14-BA CONTACT: JANNA WILLIAMSON, JWILLIAMSON@LIGHTINGGROUPNW.COM, 206.794.8711 PINNACLE ARCHITECTURAL LIGHTING ADEO AD22 AD22-A-935M0-GN-U CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 I I QTY =1 14 WATTS n 0 2' X 2' LED TROFFER*. QTY = 9 31 WATTS PINNACLE ARCHITECTURAL LIGHTING ADEO AD24 AD24-A-935M0-G9-U CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 2' X 4' LED TROFFER QTY = 35 32 WATTS 2' X 4' LED TROFFER* PINNACLE ARCHITECTURAL LIGHTING ADEO AD24 AD24-A-935M0-G9-U CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 ® QTY= 35 32 WATTS ►$ ® 14 ►f EXIT LED SIGNS* QTY = 10 4 WATTS LITHONIA EDGR - RECESSED LED EDGE -LIT EXIT EDGR-BRUSH ALULMINUM-GREEN ON CLEAR (SINGLE FACE) EDGR-BRUSH ALUMINUM -GREEN ON WHITE (DOUBLE FACE) UNDER CABINET LED LIGHT JUNO UNDER CABINET LED LIGHT PRO SERIES LED 3000K UPLEDS, DIMMABLE QTY = 22 12 WATTS 4" x 48" LED RECESSED* QTY =14 PINNACLE ARCHITECTURAL LIGHTING EDGE ET4D 4" RECESSED WITH ROUND PERF SHIELDING OR ARCHED REGRESS FINISH METALLIC SILVER ET4D-H-935-INDIVIDUAL 4"X48" -G9 FINISH - S CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 i i 6.5 WATTS 1 1 EB PENDANT FIXTURE - 9" LED QTY = 6 / 6 \ TEAGUE LIGHTING MOZ WEAVE 24" ROUND PENDANT WITH TOP AND BOTTOM 1 - U -. IA , ' P I u • ' , T :.' • , : FRO GENERAL IGHTING. KAPQ-SPG-RDE-SS-AL-LED-VOLT-DSO-DM-0-1 OV-WVD24-0-SS . • , ' CT: J' ► '. WILLU k, . 0 N, JWILLI ' ' ON@LI - - GGRO I ° 1 .COM, - i ..794.87 O 6.5 WATTS O SURFACE MOUNT 18" FIXTURE QTY = 5 12 WATTS BORDEN LIGHTING 104-18-LED/12 SATIN STAINLESS STEEL WITH BOTTOM LENS, INSTALL WITH DIMMER, SWITCH SEPARTELY FROM GENERAL LIGHTING. CONTACT: JANNA WILLIAMSON, JWILLIAMSON@LIGHTINGGROUPNW.COM, 206.794.8711 II SCONCES FOR RESTROOMS QTY=4 12 WATTS SCOTT ARCHITECTRUAL LIGHTING S3500 -L12 -300K -BA CONTACT: JANNA WILLIAMSON, JWILLIAMSON@LIGHTINGGROUPNW.COM, 206.794.8711 • • EXISTING UTILITY (2) 14W T5 TUBES* QTY=3 28 WATTS ESTIMATE •EB • ® EXISTING 6" CFL DOWNLIGHTS QTY=16 32 WATTS ESTIMATE EXISTING CFL LIGHT PANEL QTY=3 32 WATTS ESTIMATE EB EXISTING EXTERIOR EMERGENCY LIGHT* QTY=2 8 WATTS SEB EXISTING EXTERIOR EMERGENCY LIGHT* � -� 7O WA 70 WATTS EXISTING EMERGENCY LIGHT* EB QTY=2 18 WATTS * FIXTURES DESIGNATED WITH EB ARE EMERGENCY FIXTURES AND ARE TO BE INSTALLED WITH EMERGENCY BALLASTS (EB). SEE EGRESS PLAN AND NOTES ON SHEET A2.21. GENERAL CEILING NOTES UNLESS OTHERWISE INDICATED: 1. ALLLIGHT SWITCHES TO BE DECORA / ROCKER STYLE 2. PROVIDE AND INSTALL EMERGENCY EXIT SIGNS, HORNS, AND EMERGENCY LIGHTING PER CODE. VERIFY LOCATIONS WITH DESIGNER. USE CEILING MOUNTED WHITE FIRE ALARMS IF POSSIBLE. 3. CONTRACTOR TO FURNISH AND INSTALL UNDERCABINET LIGHTING AS SHOWN ON CEILING PLAN AND ELE/ATIONS ON SHEET A7.01 AND A7.02. FIELD VERIFY LOCATIONS AND SIZE WITH DESIGNER. 4. VERIFY LEAD TIMES FOR LIGHTING AS SOME PRODUCTS MAY HAVE EXTENDED LEAD TIMES. 5. ELETRICIAN TO VERIFY DAYLIGHT ZONES AND INSTALL DAYLIGHT CONTROLS PER CODE. 6. ELETRICIAN TO VERIFY TIME SWITCH ZONES AND INSALL TIME SWITCH CONTROLS PER 2015 WASHINGTON STATE ENERGY CODE SECTION C405.2.2. 7. WHEN APPLICABLE, PROVIDE AND INSTALL OCCUPANCY SENSORS WITH WALL MOUNTED MANUAL SWITCHES CAPABLE OF AUTOMATICALLY TURNING OFF ALL THE LIGHTS IN AN AREA, NO MORE THAN 30 MINUTES AFTER THE AREA HAS BEEN VACATED. 8. ACCENT LIGHT SHALL BE CONTROLLED BY A DEDICATED CONTROL THAT IS INDEPENDENT OF THE CONTROLS FOR OTHER LIGHTING WITH THE ROOMS OR SPACE. 9. SUPPLEMENTAL TASK LIGHTING, INCLUDING PERMANENTLY INSTALLED UNDER -SHELF OR UNDER -CABINET LIGHTING, SHALL BE AUTOMATICALLY SHUT OFF WHENEVER THAT SPACE IS UNOCCUPIED AND SHALL HAVE A CONTROL DEVICE INTEGRAL TO THE LUMINAIRES OR BE CONTROLLED BY A WALL MOUNTED CONTROL DEVICE PROVIDED THE CONTROL DEVICE IS READILY ACCESIBLE. 10. ALL LIGHTING & CONTROLS TO COMPLY WITH THE 2015 WASHINGTON STATE ENERGY CODE SECTION C405.2.1 THROUGH C405.2.5.. bIS0002.03 GENERAL DAYLIGHT ZONE NOTES UNLESS OTHERWISE INDICATED: ALL DAYLIGHTED ZONES AND DAYLIGHT ZONE CONTROLS SHALL COMPLY WITH THE 2015 WASHINGTON STATE ENERGY CODE. PRIMARY DAYLIGHT ZONE: EXTERIOR WINDOW HEAD HEIGHT X WINDOW WIDTH + 2' ON EITHER SIDE. SECONDARY DAYLIGHT ZONE: AREA EQUAL IN SIZE TO THE PRIMARY ZONE AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL BE CAPABLE OF REDUCING THE LIGHT OUTPUT OF THE. CONTROLLED LUMINAIRES WHILE MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE BY CONTINUOUS DIMMING TO LESS THAN 15% OF RATED POWER AT MAXIUMUM LIGHT OUTPUT. DAYLIGHT SENSING CONTROLS SHALL CONTROL ONLY LUMINAIRES WITHIN THE DAYLIGHTED AREA. AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. SEE CEILING PLAN FOR ROOMS/AREAS WHERE OCCUPANCY SENSORS TO BE LOCATED. EXCEPTIONS: SPACES WHERE PATIENT CARE IS DIRECTLY PROVIDED (2015 WSEC SECTION C405.2.2 EXCEPTION #2). CI RECE TYOF1 OCT 3 PERMIT t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT NT °E STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 CEILING PLAN ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 2 PERMIT CORRECTIONS #1 07/30/18 4 CONSTRUCTION SET 09/10/18 5 RFIs & CLIENT REQUESTS - SHEAR WALL & DOOR, IMAGING ROOM & DOOR 10/10/18 6 UPDATES PER RFIs 10/26/18 REVIEWED FOR Ci i • ' �— BUILDING DIVISION PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY:. 18003 Designer Author CRS # N/A VEI) SHEET NO UKWILA 2018 CENTER A2.21 C:\Users\vernital\Documents\18003 PB&J Urgent Care -central Wd 1ro:LZ:17 81.0Z/6Z/01, SEE FF&E SCOPE FOR RESTROOMS ON ELEVATIONS SHEET A7.02 EXISTING MEN'SW I 122 1 IMAGING EXAM 116 —<26> CORRIDOR HOU I CORRIDOR IMAGING EQUIPMENT BY OWNER EXISTING WOMEN'S STAFF LOUNGE CONTROL EXIST MECH CORRIDOR CORRIDOR ALCOVE EXIST EL STOR/HSKP CG. ARM PULLEY AREA L _ _ _ <29> MIRROR <14> EHAND tHERAP� <T1> TREATMENT v 12 \� <11> <14> C CAST ROOM 124 01 <11> <12> 3 <14> TREATMENT OFFICE MANAGER ®m 4 EXISTING 1 BALL 1 1.111111111111/1 LADDER TO STORAG ROOF ___J -n 15 FREE WEPHTS LJ <07> <07> SHARPS MOUNTED TREATMENT OPEN PHYSICAL THERAPY T AREA 145 <29> IL MIRROR PROVIDE POWER FOR FUTURE SIGNAGE. COORDINATE LOCATION AND REQURIEMENTS WITH CLIENTNENDOR FF&E PLAN - NEW 3/16" =1'-0" CG "L.1 VESTIBULE <18>? -- <18>� u u PT SUB-WAITIN TIBULE WAITING PINNACLE SIGNAGE AND ARTWORK TYPICAL SYMBOLS FF&E (CR CG CORNER GUARD L !e! FLOOR -MOUNTED OR CEILING -MOUNTED ��. ELECTRICAL RECEPTACLE (DUPLEX AND FOURPLEX) AO (NCA INCL CARD READER, AUTO -DOOR OPENER (PUSH PLATE) N P NURSE -CALL ALARM, NURSE -CALL LIGHT, NURSE -CALL PULL -CORD FEC FEC FEC FIRE EXTINGUISHER CABINETS (FEC) AND ( r-1 I I 0 I WALL -MOUNTED FIRE EXTINGUISHER WALL -MOUNTED ELECTRICAL RECEPTACLE (2-PLEX AND 4-PLEX) TELEPHONE TERMINAL DATA/TELEPHONE TERMINAL, DATA TERMINAL CABLE TERMINAL N& -o203 FF& E NO. PRODUCT DESCRIPTION RESP. BLOCK ING COORD. W/ ELEC. COORD. W/ PLUMBING REMARKS 01 SOAP DISPENSER FIC 02 PAPER TOWEL DISPENSER FIC Yes 03 RESTROOM 24" MIRROR FIC No 04 TOILET SEAT COVER DISPENSER FIC 05 GRAB BAR = 36" FIO Yes No No 06 GRAB BAR - 42" FIC Yes No No 07 GRAB BAR - 18" FIC Yes No No 08 TOILET TISSUE DISPENSER, DUAL FIC Yes 09 SANITARY NAPKIN DISPOSAL FIC Yes 10 BABY CHANGING STATION FIC Yes 11 FIC Yes ;, 12 FIC Yes 13 SHARPS CONTAINER FOIC Yes VERIFY WITH CLIENT FIC 14 FIC Yes 15 FIRE EXTINGUISHER CABINET - SEMI RECESSED FIC LARSENS MODEL 2409-5R, SOLID DOOR, STAINLESSS STEEL, TYPE A WHITE LETTERS, 1-1/3" SQUARE TRIM 16 ELKAY ENHANCED EZH2O BOTTLE FILLING STATION & SINGLE ADA COOLER FIC Yes Yes Yes ELKAY ENHANCED EZH2O, FILTERED, STAINLESS MODEL LZS8WSSP 17 COMPUTER FIO Yes 18 PHONE FIO Yes 19 PRINTER TABLE TOP FIO Yes 20 PRINTER, COPIER, SCANNER FREE STANDING FIO Yes 21 SHREDDER FIO Yes 22 UNDER DESKTOP DORM FRIDGE / BEV COOLER FIO Yes 23 TELEVISION FLAT PANEL 42" FOIC Yes VERIFY WITH CLIENT FIO 24 PLANTER FIO REF' -'TOR • Ye Yes 26 I WASH: ' FIO No es Yes 27 MICROWAVE FIO Yes Yes IRRO—I. - Yes 30 WARMER FIO Yes 31 ARM PULLY SYSTEM FOIC Yes 32 CAST BUCKET FIO 33 SHELVES - 54X24X84 FIO Yes RECE!VEC 34 SHELVES - 42X18X84 FIO Yes CITY OF TWO! 35 SHELVES - 42X18,X84 FIO Yes 36 SHELVES - 36X18,X84 FIO Yes . OCT 3010 , - OMP , - • es 38 STERILIZ'R Fl Yes PERMIT (i r ILS ER t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tg ba rc h itects.com 3626 REGISTERED RCHITECT NT E STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 FF&E PLAN ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 4 CONSTRUCTION SET 09/10/18 5 RFIs & CLIENT REQUESTS - SHEAR WALL & DOOR, IMAGING ROOM & DOOR 10/10/18 REVIEWED FOR CODE COMPLIANCF APPROVFD jOVnQ2018 City of Tukwila BUILDING DIVISION PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Designer Author CRS#N/A SHEET NO A2.41 GENERAL NOTES CODE: International Building Code IBC (2015) Where expansion anchors are specified, use "Hilti Kwik Bolt TZ" (reference ICC report ESR -1917.) Where screw anchors are specified, use "Simpson Titen HD" (reference ICC report ESR -2713). Where epoxy anchors are specified, use "Hilti HY-200" or "Simpson SET—XP" (reference ICC report ESR -3187 and ESR -2508). "Hilti Hit—RE 500", and "Simpson SET" may not be used, unless specifically pre—approved by the structural engineer. For epoxy anchors, use ASTM A193 Grade B7 threaded rod, unless otherwise noted. Holes must be cleaned of dust and debris and be free of standing water when epoxy is installed. Special inspection of epoxy anchors is required. Do not cut any reinforcing bars to install anchors. Defective holes shall be filled solid with epoxy. For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors and listing ICC approved allowable shear and tension values. Structural timber and lumber to be stress grade USE 4 x Beams/Post 6 x Beams/Post Exterior & bearing wall studs Shear wall studs, plates and blocking Bearing walls Interior studs at non-brg walls All other lumber Hem—Fir or Douglas Fir as follows: SPECIES Douglas Fir Douglas Fir Douglas Fir Douglas Fir Douglas Fir Hem Fir Hem Fir GRADE No. 2 No. 1 No. 2 No. 2 No. 2 Standard Standard / Better FB 900 psi 1350 psi 900 psi 900 psi 900 psi Wood and wood based materials used in contact with soil, concrete or masonry, installed within 1" of concrete or masonry, or exposed to moisture either interior or exterior, shall be treated with an approved preservative per the "Preservative Treatment" section below. Solid blocking of not less than 2" nominal thickness shall be provided at ends and at all supports of joists and rafters. Between supports provide blocking or bridging at 8'-0" oc All sill plates at shear walls to be 3x_ preservative treated douglas—Fir #2, UNO on the plans. Sill plates shall have a moisture content of not greater than 19% before being covered with insulation, interior wall finish, floor covering or other material. All stud wall sill and top plate members shall be surface—dried (S—Dry) lumber (moisture content = 19% or less during framing). All studs and posts may be surface—green (S—Green) lumber (moisture content = 19% to 23% during framing) or S—Dry lumber. The moisture content of the framing shall be less than 12 % prior to installation of gypsum wallboard sheathing. WIXM CONNECTORS: Nails shall conform to requirements of ASTM F 1667 and have a minimum bending strength of 90ksi for shank diameters between 142"and 177". All wood—to—wood nailing shall be per IBC table. 2304.9.1. If plans and details specify 8d,10d or 16d nails, they shall have the following properties: 8d = 0.131" DIA X 21/2" 10d = 0.148" DIA X 3" 16d = 0.162" DIA X 31/2" AII substitutions shall have the written approval of the engineer of record prior to use. All fasteners and connectors in contact with preservative treated wood shall be hot—dipped galvanized steel with a G185 specification or type 304 Sc 316 stainless steel. Type 304 and 316 stainless steel should be used for all connectors and fasteners in contact with AZCA treated wood and some variations of ACQ treated woods. Hot—dipped galvanized steel should never come in contact with stainless steel. Nit. , l ( Plywood/OSB roof, floor and wall sheathing to be APA rated C—D exposure 1 per APA "Plywood Design Specification" (Y510). Maximum fastener spacing shall be 6" oc at all supported panel edges, and 12" oc at intermediate supports. Fasteners into wood members shall be 10d nails per the "Wood Connectors" section. Fasteners into cold—formed steel members shall be #10 screws per the "Cold—formed steel connectors" section. Stagger end laps at roof and floor sheathing. All panel edges to be blocked at shear walls. Support shall be supplied to all plywood edges with plyclips, blocking, tongue and groove plywood joints or other approved methods per APA recommendation. Plyclips are not allowed for floor sheathing. PIESERVATIVE 1RMA All lumber, timber, plywood, glue—laminated and other composite lumber that is in contact with concrete or masonry or exposed to weather shall be preservative treated in accordance with current American Wood—Preservers' Association (AWPA) preservative (P) standards. These members shall be treated with an approved preservative in accordance with current AWPA commodity (C) standards and the AWPA use category system (UCS). Wherever possible, precut all material before treatment. Handle treated lumber in accordance with AWPA M4 standards. Field cuts, holes (such as anchor bolt holes in treated sill plates) and penetration damage shall be treated in accordance with the current AWPA M4 standards. The most commonly available preservative meeting the requirements of standard M4 is a Copper Naphthenate solution containing at least 2% copper. Certain DAP, WM Barr, Cuprinol, Behr, Green's, Jasco, Henry and Fields preservative products contain this metal content. All fasteners and connectors in contact with preservative treated wood shall be hot -dipped galvanized or type stainless steel. See the "wood connectors" section. Schiff_SIRMIELIMELIERVEM The structural engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and/or Omissions found on the structural drawings must be brought to the Structural Engineers attention immediately. Architectural drawings are the prime contract drawings. Structural drawings shall be used in conjunction with Architectural drawings. Primary structural elements are dimensioned on the Structural plans and details. The General Contractor shall verify and coordinate dimensions among all drawings. Any discrepancies, contradictions, or omissions shall be reported to the Architect for resolution prior to proceeding with work or fabrication of the item(s) in question. The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above. Responsibility for any secondary structural and non—structural systems not shown on the structural plans rests with someone other than the Structural Engineer. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences :or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractor's failure to carry out the construction work in accordance with the contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. SPECIAL INSPECTION SCHEDULE -,s A . INSPECIVE. MOWN NV TESTS OF =CRETE =STRUM N lYPE TYPE CORMS PERM RACE STAMM IBC REFERENCE Inspect anchors post—installed in hardedned concrete members X 1705.11.1, 1705.12.2 a. Adhesive anchors installed horizontally or upwardly inclined orientations to resist sustained tension loads X ACI 318: 17.8.2.4 b. Mechanical anchors and adhesive anchors not defined in (a) X ACI 318: 17.8.2 LOCATE EXTERIOR PANEL JOINT AT RIM JOIST AND PROVIDE PANEL EDGE NAILING PER SCHED FLOOR JOISTS 3x STUD AT PANEL EDGES DOUBLE TOP PL RIM JOIST PLWD SHTG W/ FAC GRAIN PERPENDICULAR OR PARALLEL TO STUDS EDGE NAILING SEE SCHED NAIL PANEL FIELD AT 12" OC (TYP) TYPICAL SHEARWALL NAILING SCALE: 3/8" = 1'-0" 3x BOT PL : 1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY DIRECTLY ON STUDS. 2. BLOCKING IS REQUIRED AT ALL PANEL EDGES. 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS OR DOORWAYS OR AS DESIGNATED ON PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS. NOTE THAT THE PROPOSED SHEARWALL OF THIS PROJECT REQUIRES SHEATHING ABOVE AND BELOW THE OPENINGS. 4. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT—UP HOLDOWNS POSTS. 5. INTERMEDIATE FRAMING TO BE WITH 3x MINIMUM MEMBERS. FIELD NAILING 12" OC. 6. BASED ON 0.131" DIA x 1 1/2" LONG NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131" DIA x 21/2" NAILS WHERE INSTALLED OVER SHEATHING. 7. ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS MIN 3" x 3" x 0.229". LOCATE PLATE WASHERS WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDES WITH SHEATHING. EMBEDMENT FOR EXPANSION ANCHORS TO BE 43/4" (MIN). MAINTAIN 3" (MIN) SLAB/FTG EDGE DISTANCE FOR ALL POST INSTALLED ANCHORAGES. 8. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT—DIPPED GALVANIZED NAILS (ELECTRO—PLATING IS NOT ACCEPTABLE) AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS (SEE GENERAL NOTES FOR REQUIRED GALVANIZING THICKNESS). 9. APA RATED ORIENTED STRAND—BOARD (OSB) SHEATHING OF THE SAME THICKNESS MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 16" OC OR CLOSER. 10. WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. 11. AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. 12. "SW" = SHEARWALLS SHEATHED WITH APA RATED STRUCT 1. DI a- pyo RECE! .'ED CITY OF TUKWILA OCT 3 0 2018 PERMIT CENTER t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 10/10/2018 PSM CONSULTING ENGINEERS, INC. 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 P: 206.622.4580 F:206.622.0422 L1 www.psm-engineers.com PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 GENERAL NOTES,SPECIAL INSPECTION AND TYPICAL DETAIL ISSUANCE 1 No. 1 Description f. 5 RFIs & CLIENT REQUEST - SHEAR WALL ...._..__...._._.___...I & DOOR;IMAGING ROOM &DOOR __............. Date 10/10/18 REVIEWED FOR ....._..... CODE COMPLIANCE APPROVED t. City of Tukwila......._......_ BUILDING DIVISION PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18153 MSV SMV SHEET NO S1 .0 lYPE ..�.� $ � R FBEICE Plywood shear walls with 4" and closer panel edge nailing: Special inspector verify nail size and spacing, bolting, shear wall anchoring and hold—downs, and drag struts of lateral force—resisting system X 1705.11.1, 1705.12.2 LOCATE EXTERIOR PANEL JOINT AT RIM JOIST AND PROVIDE PANEL EDGE NAILING PER SCHED FLOOR JOISTS 3x STUD AT PANEL EDGES DOUBLE TOP PL RIM JOIST PLWD SHTG W/ FAC GRAIN PERPENDICULAR OR PARALLEL TO STUDS EDGE NAILING SEE SCHED NAIL PANEL FIELD AT 12" OC (TYP) TYPICAL SHEARWALL NAILING SCALE: 3/8" = 1'-0" 3x BOT PL : 1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY DIRECTLY ON STUDS. 2. BLOCKING IS REQUIRED AT ALL PANEL EDGES. 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS OR DOORWAYS OR AS DESIGNATED ON PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS. NOTE THAT THE PROPOSED SHEARWALL OF THIS PROJECT REQUIRES SHEATHING ABOVE AND BELOW THE OPENINGS. 4. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT—UP HOLDOWNS POSTS. 5. INTERMEDIATE FRAMING TO BE WITH 3x MINIMUM MEMBERS. FIELD NAILING 12" OC. 6. BASED ON 0.131" DIA x 1 1/2" LONG NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131" DIA x 21/2" NAILS WHERE INSTALLED OVER SHEATHING. 7. ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS MIN 3" x 3" x 0.229". LOCATE PLATE WASHERS WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDES WITH SHEATHING. EMBEDMENT FOR EXPANSION ANCHORS TO BE 43/4" (MIN). MAINTAIN 3" (MIN) SLAB/FTG EDGE DISTANCE FOR ALL POST INSTALLED ANCHORAGES. 8. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT—DIPPED GALVANIZED NAILS (ELECTRO—PLATING IS NOT ACCEPTABLE) AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS (SEE GENERAL NOTES FOR REQUIRED GALVANIZING THICKNESS). 9. APA RATED ORIENTED STRAND—BOARD (OSB) SHEATHING OF THE SAME THICKNESS MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 16" OC OR CLOSER. 10. WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. 11. AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. 12. "SW" = SHEARWALLS SHEATHED WITH APA RATED STRUCT 1. DI a- pyo RECE! .'ED CITY OF TUKWILA OCT 3 0 2018 PERMIT CENTER t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 10/10/2018 PSM CONSULTING ENGINEERS, INC. 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 P: 206.622.4580 F:206.622.0422 L1 www.psm-engineers.com PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 GENERAL NOTES,SPECIAL INSPECTION AND TYPICAL DETAIL ISSUANCE 1 No. 1 Description f. 5 RFIs & CLIENT REQUEST - SHEAR WALL ...._..__...._._.___...I & DOOR;IMAGING ROOM &DOOR __............. Date 10/10/18 REVIEWED FOR ....._..... CODE COMPLIANCE APPROVED t. City of Tukwila......._......_ BUILDING DIVISION PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18153 MSV SMV SHEET NO S1 .0 15/32" STRUCTURAL PLWD SHTG THIS SIDE W/ 3X BLKG AT ALL PANEL EDGES. PROVIDE 10d NAILS AT 2" OC AT EDGES AND 12" OC IN FIELD PARTIAL EXISTING FOUNDATION PLAN SCALE: 3/8" = 1'-0" (E) WOOD WALL STUDS EXTEND (E) ROOF FRAMING c - 151(E) 5Y x 11% PSL (E) STEEL STRAP. REINSTALL W/ (N) (33) 16d NAILS OVER NEW SW SHTG SIMPSON A35 CLIP 2Y" x 20GA STRAP W/ (2) ROWS OF 10d NAILS AT 3" OC (STAGGERED). EXTEND STRAP 2'-O" ON EITHER SIDE 3'-4" x :'-2., NEW DO0OPNG 3 x FLAT BLKG BTWN STUDS (TYP) (N) 6 x 6 POST PROVIDE SHEARWALL EDGE NAILING TO (E) 6 x POST (E) 6 x 6 POST W/ HOLDOWN (E) SHTG TO BE REMOVED ELEVATION BRG STUD (E) PSL NOTCH SW SHTG AROUND IT (E) 4 x BLKG TO STAY SIMPSON A35 CLIP (N) 3 x 6 STUD. SPLICE TO (E) 6 x 6 USING (30) 30d NAILS PROVIDE SHEARWALL EDGE NAILING TO 3 x STUD SHADED AREA INDICATES EXTENT OF NEW SHEARWALL SHTG DBL STUDS FOR FULL HT. (E) 6 x 6 POST W/ HOLDOWN (E) SILL PL TO REMAIN (N) Y" DIA KB.TZ ANCHORS (43/4" EMBED) (N) 3 x SILL PL W/ Y"0 EXP BOLTS AT 8" OC (USE PT PLATE) 0'-0' SCALE: 1/2" = 65 , T 32'' OC w-_._.—_. PSL DRAG STRUT 6a`E,.'rtl: (v: L'.s. _$.F._F.vSaM.�'l5 ., . , .{,qG".L' bl+Y✓. n., 3.s?�r..rb.. .. PARTIAL EXISTING ROOF FRAMING PLAN SCALE: 3/8" = 1'-0" PROVIDE (N) WEB -STIFFENERS ON EA SIDE AT BLKG CONN (E) 117/" ROOF JOIST SECTION 3 x 6 BLKG BTWN JOIST CONN TO (E) JOIST W/ FACE MOUNT LUS HANGERS 2 x 6 BRACE AT EA PARAPET STUD. PROVIDE NOTCH IN SHEARWALL SHTG AROUND BRACE (E) ROOF DIAPHRAGM ROOF SLOPED ( A35 CLIP EA SIDE SCALE: 3/4" = 1'-0' (E) 117/g" ROOF JOIST ONE (E) STUD IN BRG UNDER EA JOIST. OTHERS ARE EXTENDING AS PARAPET STUD ABOVE ROOF (E) 4 x BLKG BTWN PARAPET STUDS (N) 6 x 8 INSTALLED ON SITE (E) PARAPET STUD WALL (E) SHTG (VAA BLKG FOR SHEAR TRANSFER TO BE REMOVED (E) 4 x BRG BLOCK BTWN PARAPET STUDS (E) STR SHTG USED IN SW (THIS SIDE) /—(E) ROOF DIAPHRAGM (E) 2 x 6 LEDGER (E) STRUCTURAL SW SHTG REMOVED EXISTING CONDITION A35 CLIPS AT 8" OC (E) ROOF DIAPHRAGM 1 3 ROOF SLOPED (E) PARAPET STUD WALL (E) SHTG LTP4 AT 8" OC (5) 12d NAILS BTWN STUD AND BRACE 142" STRUCTURAL PLWD SHTG W/ 3 x BLKG AT ALL PANEL EDGES. PROVIDE 10d NAILS AT 2" OC AS EDGE NAILING AND AT 12" OC AS FIELD NAILING IN BTWN DBL TOP PL OVER (N) DOOR OPNG STEEL STRAP PER ELEV REQUIRED RETROFITTING 2 x BLKG BTWN JOISTS (E) 4 x BRG BLOCK BTWN PARAPET STUDS (E) STRUCTURE SHTG USED IN SW (THIS SIDE) (E) ROOF DIAPHRAGM (E) 2 x 6 LEDGER NEWLY INSTALLED WOOD HEADER (6 x 8) (E) 11%" ROOF JOISTS (E) 117/8" ROOF JOISTS 2 x INFILL WALL OVER (N) OPNG T.O.DOOR OPNG PER ARCHT 6 RETROFITTED WOODEN SHEARWALL Sow o?its 0 --o 0 KEY PLAN \iv t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tg ba rch itects.com www.tg ba rch itects.co m 10/10/2018 PSM CONSULTING ENGINEERS, INC. "C 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 P: 206.622.4580 F:206.622.0422 www.psm-engineers.com V) PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 PARTIAL PLANS AND ELEVATION. ISSUANCE 1 No. 1 Description 5 I RFIs & CLIENT REQUEST - SHEAR WALL & OORMAGING ROOM & DOOR..__._..__.__._. Date .............. 10/10/18 RECE1V E CITY C F T41( OCT_3 Of -2I PERMIT OE 1 8 REVIEWED FOR.. �� E COMPLIANCE APPROVED NOV 416: 2018. TER City. of..Tukwila .BU.ILD.ING....DIVIS.I.ON PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: ................................................ DRAWN BY: 18153 MSV SHEET NO S2.0 NO ch8Rti'a5 F!;?II be made of oise work'"'iii t0 thei t , 1 ``.. /fi i:�r c !%prOVAIf oOf -:ng Division I '" v:i:lrcquiro a new pIan subm enJ may i„L;u;;a add:Jona, plan re.�evi teesinal .1 f1:..4f"N! 'r APPROVED • rhrngos gar be made to these ptcns without approval from thn Panning Division of DCD •Pt rovat1 BY ImPs3 n 'Z 10-1 R ?F_VI ti` FOR CODE GUMPi..A ACE APPROVED AUG 02 2018 >krVi BUILDING DIVISION / City of Tukwila PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 i CZ: IIncoohanical i Ecctrical Mein mbing :is Piping of Tukwila P' ` DIVISION FILE COPY Permit No. 'b I 0-02-03 Plan review approval is subject to errors and omissions. 0:7provsl of ccnstrucVon documents does not authorize t!._ v:ote':on c; sny cod coda or ordinance. Racept a: provc Fi:j Ca l and conditions is acknowledged: By: Dats: City of Tukwila BUILDING DIVISION t 425.778.1530 f 425.774.7803 D18-0203 21911 76th Ave W. Ste 210 Edmonds, WA 98026 info@tgbarchitects.com itec o w w a 'RECEIVED JUL 12 2018 TUKWILA PUBLIC Wig co 0 0 co TYPICAL SYMBOLS PROJECT NOTES PROJECT INFORMATION DRAWING INDEX 00 GENERAL NOTES: SCOPE OF WORK ARCHITECTURAL AO.00 COVER SHEET A0.11 GENERAL INFORMATION A0.21 CODE ANALYSIS /' ) A10 ELEVATION TAG/REFERENCE 0D 1 1 1) DO NOT SCALE THE DRAWINGS. 2) THE DRAWINGS AND THE SPECIFICATION ARE COMPLEMENTARY - WHATEVER IS INDICATED IN ONE IS ASSUMED TO BE INDICATED IN THE OTHER. NOTIFY THE ARCHITECT IN CASE OF DISCOVERED DISCREPANCIES. TENANT IMPROVEMENT OF PREVIOUS RESTAURANT TO NEW MEDICAL CLINIC WITH EXAM ROOMS, WAITING ROOM, OFFICES, AND IMAGING. INCLUDES ASSOCIATED MECHANICAL (HVAC), ELECTRICAL, AND PLUMBING SYSTEMS. NO STRUCTURAL WORK. EXTERIOR IMPROVEMENT WORK IS MINIMAL WHICH INCLUDES PAINTING, RESURFACING PATIO AND ENTRY CONCRETE, AND REPLACING SEVERAL LIGHT FIXTURES AND DOORS. APPROX 6,136 SO FT L� A1.01 CHITECTURAL SITE PLAN A201 DEMOLITION PLAN A211 FLOOR PLAN A221 CEILING PLAN A231 FINISH PLAN A241 FF&E PLAN A3.01 EXTERIOR BUILDING ELEVATIONS AND SECTIONS A5.01 EXTERIOR DETAILS A6.01 DOOR & INTERIOR WINDOW SCHEDULE A6.03 LEGENDS - PARTITIONS A7.01 INTERIOR ELEVATIONS A7.02 INTERIOR ELEVATIONS AND TYP MOUNTING LEGENDS A8.11 DETAILS (CASEWORK) A8.31 DETAILS BUILDING SECTION TAGlREFERENCE A10 10 3) DRAWINGS OF EXISTING CONDITIONS AND BUILDING PLANS HAVE BEEN PREPARED FROM DATA AND DRAWINGS LEGAL DESCRIPTION 1 ' WALL SECTION TAG/REFERENCE PROVIDED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT HAS VERIFIED EXISTING CONDITIONS TO THE BEST OF THEIR ABILITY, AND THEN USED THE INFORMATION, IN ACCORDANCE WITH GENERALLY -ACCEPTED STANDARDS OF PROFESSIONAL PRACTICE, TO INDICATE EXISTING CONDITIONS. HOWEVER, THE ARCHITECT ISSUES NO WARRANTY, NEITHER EXPRESSED NOR IMPLIED, FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION INDICATED THEREIN. ANDOVER INDUSTRIAL PARK #2 LOT 2 LESS RD PER DEED #20051130000405 OF TUKWILA BLA L05-025 REC #20050928900006 SD BLA BEG LOTS 1 & 2 OF ANDOVER INDUSTRIAL PARK #2 LESS WEST 10 FT OF LOT 2 & LOT 2 OF ANDOVER INDUSTRIAL PARK #1 LESS W 10 FT LESS POR FOR RD PER REC# 20130709001146 101 4) UNLESS NOTED OTHERWISE ALL DIMENSION ARE TO THE FINISH FACE OF WALLS, WHICH GENERALLY IS GYP BD. PLat Block: Plat La1:1 TAX PARCEL NUMBER NEW -CONSTRUCTION NOTES: 022310-0010 BUILDING 1 A10 DETAIL SECTIONTAG/REFERENCE 1) ALL MATERIALS AND SYSTEMS SHALL BE INSTALLED PER MANUFACTURERS' PRINTED INSTRUCTIONS AND PER AUTHORITY HAVING JURISDICTION (AHJ) 1 I INDUSTRY STANDARDS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2) THE COMPLETED PROJECT SHALL HAVE A FINISHED APPEARANCE IN ALL SPACES ACCESSIBLE BY THE PUBLIC AND BY EMPLOYEES USING THE SPACE. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, OR DUCTS UNLESS APPROVED BY THE CITY OF TUKWILA APPLICABLE CODES ENLARGEMENT TAG/REFERENCE 10 L - - _.1) ARCHITECT. THERE SHALL BE NO WALLS WITHOUT BASE AND PAINT UNLESS APPROVED BY THE ARCHITECT. THERE SHALL BE NO EXPOSED UNPAINTED OR EXPOSED UNFINISHED ACCESS PANELS, CLEANOUTS, OR RACEWAYS UNLESS EXISTING-BUILDIN • • N-ERNATIONAL EXISTING BUILDING CODES (WITH WA STATE amendments) -201- APPROVED BY THE ARCHITECT. THERE SHALL BE NO VISIBLE DAMAGED MATERIAL OR FINISHES, EXCEPT SUCH THAT EXISTED PRIOR TO THE NEW CONSTRUCTION AND WAS NOT INDICATED TO BE REPAIRED. BUILDING CODE: 'cir�'. i, • ENERGY CODE: WA STATE EN LIFE SAFETY CODE. HIN • L : 1 • r S ITH WASHINGTON AMENDMENTS- 2015 Y CODLIIECC with a . s) - .� 1, n REVISION INDICATOR (CLOUD) l9 2 1 \ 3) THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF THE VARIOUS TRADES UNDER HIS CONTRACT, AND FIRE CODE: INTERNA ONAL IFT� OpE (lFC} - 2015 SHALL COORDINATE THEIR WORK WITH: WORK BY THE OWNER, WORK BY THE OWNER'S SUPPLIERS. WORK BY THE OWNERS SUBCONTRACTORS, AND WITH OWNERS EQUIPMENT IN PLACE AT THE TIME OF THE BID/PROPOSAL. MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE (IMC) -2015 PLUMBING CODE: UNIFORM PLUMBING CODE (UPC) - 2015 ELECTRICAL CODE: NATIONAL ELECTRICAL CODE (NEC)-� Lk TEXT ABOVE ACCESSIBILITY CODE: ANSI A117.1 - 2009 (BY REFERENCE -OM IBC AND WSBC) _ ELEVATION DATUM DEMOLITION NOTES: TEXT BELOW 1) WHETHER INDICATED OR NOT: DEFERRED SUBMITTALS ALL OPENINGS SLABS, WORK POINT (START POINT ROOM NAME IN ROOFS, WALLS, CEILINGS, AND PARTITIONS - CREATED (WHETHER INTENTIONAL OR NOT) BY PROJECT -RELATED DEMOLITION OR BY NEW CONSTRUCTION -SHALL BE CLOSED WITH LIKE/SIMILAR/ADJACENT MATERIALS AS NECESSARY TO MAINTAIN FIRE -RATING, ACOUSTICS, INTENDED FUNCTION, AND FITNESS TO RECEIVE 1. MECHANICAL 2. PLUMBING 101 ROOM NAME AND NUMBER NEW FINISHES. ALL MATERIALS (SUCH AS ACOUSTICAL CEILING TILE) DISPLACED TO ACCOMODATE DEMOLITION SHALL 3. ELECTRICAL 101 DOOR NUMBER n LITE / RELITE (INTERIOR WINDOW) NUMBER BE RE -INSTALLED IN LIKE CONDITION, OR SHALL BE REPLACED WITH LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. 2) WHETHER INDICATED OR NOT: ALL OPENINGS IN EXTERIOR WALLS, EXTERIOR SOFFITS, AND ROOFS - CREATED (WHETHER INTENTIONAL OR NOT) BY PROJECT -RELATED DEMOLITION OR NEW CONSTRUCTION - SHALL BE CLOSED WITH LIKEJSIMILAR/ADJACENT MATERIALS 4. FIRE SUPPRESSIONS SYSTEM 5. FIRE ALARM 6. SPECIAL INSPECTIONS (REPORTS) ALTERNATES ® FURNITUREIEQUIPMENT/ACCESSORY TAG AS NECESSARY TO MAINTAIN FIRE -RATING, ACOUSTICS, THERMAL INSULATION, WEATHER PROTECTION, WATER- PROOFING, VAPOR -RETARDATION, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW CLADDINGS AND FINISHES. ALL MATERIALS DISPLACED TO ACCOMODATE DEMOLITION SHALL BE RE -INSTALLED IN LIKE CONDITION, OR SHALL BE REPLACED WITH LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE AND TO NONE EXISTING -TO -REMAIN PARTITION ==.7.,1��\�� TO -BE -DEMOLISHED PARTITION MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOPE. 3) WHETHER INDICATED OR NOT: REPLACEJPATCH ALL FIREPROOFING REMOVED OR DAMAGED DURING DEMOLITION OR CONSTRUCTION, SO AS TO MAINTAIN THE FIRE -RATING OF EXISTING BUILDING ELEMENTS. _ -.. _-_ . _ _. ___. PROJECT TEAM ' \ \ \ '- \_ \. `, \ \ ,. \ \ \ NEW MASONRY OR CONCRETE PARTITION (UNRATED) 4) WHETHER INDICATED OR NOT: EXISTING WALL -MOUNTED, CEILING -MOUNTED, AND FLOOR -MOUNTED MEDICAL EQUIPMENT WILL BE REMOVED FROM THE PROJECT AREA BY THE OWNER BY THE OWNER'S VENDOR, OR BY THE OWNER'S NEW FRAMED PARTITION (UNRATED) HIRE - PRIOR TO CONTRACTOR'S OWNER: OWNER CONTACT: ACQUISITION OF THE SPACE. ANY MEDICAL EQUIPMENT REMAINING IN THE SPACE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. CONTACT NAME OPEN FRAME LLC PHONE: (206) 246-5642 100 ANDOVER PARK W - - NEW SMOKE PARTITION CONTACT EMAIL TUKWILA, WA 98188 (UNRATED) 5) CONSULT WITH THE OWNER PRIOR TO DEMOLITION, ABOUT MATERIALS INDICATED TO BE SALVAGED FOR THE OWNER'S USE, BUT NOT INTENDED FOR RE -USE ON THIS PROJECT. STORE ALL SUCH MATERIALS UNTIL THE OWNER CAN NEW 1-HOUR FIRE SMOKE TAKE POSSESSION. -RATED BARRIER 6) SALVAGEABLE/REUSABLE MATERIALS AND EQUIPMENT INDICATED FOR CONTRACTOR'S RE ON THIS PROJECT. PROPERTY MANAGER: PROPERTY MANAGER: -USE ITEMS MAY INCLUDE GARDNER ERICKSON, VP OF PROPERTY MANAGEMENT °1"="s*"�'s•"'an In.". NEW 1-HOUR FIRE -RATED BUT ARE NOT LIMITED TO LIGHTING FIXTURES, EXIT SIGNS, CABINETS, PLUMBING FIXTURES, JSH I PROPERTIES, INC CONSTRUCTION DOORS, HARDWARE, EQUIPMENT, AND TOILET ACCESSORIES. CONTRACTOR TO STORE ALL SUCH MATERIAL UNTIL SCHEDULED RE -INSTALLATION. CONSULT WITH OWNER IF LOCATION INTENDED FOR STORAGE IS IN SPACES BELONGING TO THE OWNER BUT NOT IN THE AREA OF WORK. 14900INTERURBAN AVENUE S. SUITE 130 GARDNERE@JSHPROPERTIES.COM SEATTLE, WA 98168 DIR: 425.440.7922 CELL: 206.348.3976 araraa NEW 2-HOUR FIRE -RATED CONSTRUCTION TENANT: TENANT CONTACT: VICINITY MAP ABBREVIATIONS PROLIANCE ORTHOPEDICS ASSOCIATES TONI BROSIO-WARD ACC ACCESSIBLE ADJ ADJACENT HR HOUR 4011 TALBOT ROAD T.BROSlO-WARDOPROUANCESURGEONS.COM RENTON, WA 98055 DIR 425.291.1464 CELL:206.890.3244 - - .N,,''`� •>,;, ry 4 '•+i�++x.. % - Well [ � µme^^ U ,-„ � ..,..mow. +.:,�......,+��•� k- '--+- ,, � n "-- "" t -PROJECT ---------- """' ` `' 3 s� - 150 Man W,�„ U W.LOCATION AFF ABOVE FINISHED FLOOR HSKP HOUSEKEEPING HT HEIGHT ARCHITECT: PROJECT LEAD: VERNITA LYTLE BD BD BLDG BUILDING BO BOTTOM OF IBC INTERNATIONAL BUILDING CODE JAN JANITOR TGB ARCHITECTS PRINCIPAL IN CHARGE : KENT GREGORY 425-778-1530 2191176TH AVE W, SUITE 210 VLYTLE TGBArchitects.com EDMONDS, WA 98026 CJ CONTROL JOINT MAX MAXIMUM GENERAL CONTRACTOR: GENERAL CONTRACTOR CONTACT: CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CORR CORRIDOR MDF MEDIUM DENSITY FIBERBOARD MOO MEDIUM DENSITY OVERLAY MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING TOM BENNETT - PROJECT MANAGER PO BOX 31109 GENERAL CONTRACTORS 425-623-7035 PO BOX31109 TOMB©FERRIS-TURNEY.COM SFATTLE, WA 98103 ROD FERRIS RODF@FERRIS-TURNEY.COM =wo- law, k �.�. ' +~"«.+. r,,,, Artra m - „.1..,..... w.Lobe y �- .*• - -•, - `, M s • , i _•^-�^ - "` ! , m y „ , --<-. r�v�x: : NORTH MW m v.,PL } s ,ate ` ;.:" ti 9 s CTR CENTER N NORTH NIC NOT IN CONTRACT LOW -VOLT: LOW -VOLT CONTACT: DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE`u LISA WEIDMER INTERFACE TECHNOLOGIES NORTHWEST 6825216TH ST SW, SUITE E (425) 774-1377,; LISA@INTERFACETECHNW.COM LYNNWOOD, WA98036 DISP DISPENSER DN DOWN ORD OVERFLOW ROOF DRAIN MECHANICAL ENGINEER: DS DOWN SPOUT DWG DRAWING E EAST PROPERTY LINE PLAM PLASTIC LAMINATE PR PAIR DESIGN -BUILD r ,.,,,,.., • r f r' L� RD ROOF DRAIN SITE MAP EJ EXPANSION JOINT EL ELEVATION RO ROUGH OPENING ELECTRICAL ENGINEER: ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER S SOUTH SC SOLID CORE SCWD SOLID CORE WOOD SF SQUARE FEET, SQUARE FOOT DESIGN -BUILD - . .. •• _ _ I, ip ,. 1tJ.1it f W.I / 14 11 EXT EXTERIOR FAB FABRICATE, FABRICATED FIN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FT FEET, FOOT GA GAUGE GC GENERAL CONTRACTOR GWB GYPSUM WALL BOARD GWP GYPSUM - WHERE SCHEDULES (INCLUDING THOSE FOR FINISHES, MATERIALS, GLAZING, HARDWARE, OTHER THAN THESE, FOR REASONS OF EXTREME PROVIDED AT THAT LOCATION FOR INTERPRETING SIM SIMILAR SS STAINLESS STEEL T&G TONGUE AND GROOVE TOM TOP OF MASONRY TOS TOP OF STEEL TESL TOP OF SLAB TOW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W WEST DOORS, OPENINGS, WINDOWS, PARTITIONS, AND SIMILAR ITEMS) USE ABBREVIATIONS BREVITY - AN ABBREVIATION LEGEND IS SUCH ABBREVIATIONS. _ _ REVIEWED _D FOR CODE COMPLIANCE APPROVED AUG 02 2018 City of Tukwila BUILDING DIVISION '�' PROJECT LOCATION - • NORTH 1 R. tgb t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3826--1 REGISTERED - RCHITECT 1. kENT GREtY \STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 GENERAL INFORMATION ISSUANCE No. Description Data 1 PERMIT SET 07/09/18 2 PERMIT CORRECTIONS #1 07/30/18 . I.+K, F.4-i .-:4_,‘. --PEr^rMF C NTE:R--- PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Designer Author CRS # N/A SHEET NO A0.11 2. 4,,,,„: i, e1 ��I 5��t 2 OCC EXIT TO GRADE 4 FLOOR PLAN - LIFE SAFETY 1/6'=1,-0' EXISTING MEMS s9 OFFICE j 33 OCC EXIT TO GRADE PLAT TOIL 33 OCC EXIT TO GRADE PRO URE 0. q e L IMAGING , MAIN OCCUPANCY BUSINESS - OUTPATIE 3,986 SF 43 OCC 33 OCC EXIT TO GRADE CODE -ANALYSIS PLAN SYMBOLS CPT = 27 FT EXIT ACCESS TRAVEL DISTANCE PATH OF TRAVEL = 61 FT 47 OCCS (PORTION OF EXIT -ACCESS TRAVEL DISTANCE WHICH IS) COMMON PATH OF TRAVEL NON -FIRE NON -SMOKE PARTITION 1-HR FIRE BARRIER (USED FOR SHAFTS, EXITS, OCCUPANCY SEPARATIONS, AREA SEPARATIONS) FIRE EXTINGUISHER (WITH OR WITHOUT CABINET) • FE ILLUMINATED EXIT SIGN (WITH DIRECTIONAL ARROW WHERE NECESSARY) EXIT (INDICATING CAPACITY IN OCCUPANTS) EXIT ACrJSS BUSINESS OUTPATIENT AREA =100SF OCC LOAD = XX ACCESSORY OCCUPANCIES, INCIDENTAL OCCUPANCIES, AND NON -MAIN -OCCUPANCY - USE SPACES (INDICATING USE, CLASSIFICATION, SQUARE FOOTAGE, AND OCCUPANT LOAD CODE ANALYSIS - OUTPATIENT CLINIC - TENANT IMPROVEMENT 2 15 INT NATIONAL BylpING CODE WITH WASHINGTON STATE AMENDMENTSJ2\ lEA G ILDIN IhRNIAAIONS EXISTING BUILDING - MAIN OCCUPANCY PER RECORD DWGS A-2 ASSEMBLY RESTAURANT EXISTING BUILDING - CONSTRUCTION TYPE PER RECORD DWGS TYPE V-B EXISTING BUILDING - NUMBER OF STORIES PER RECORD DWGS 1STORIES,18'-2" EXISTING BUILDING - SPRINKLERED? PER RECORD DWGS YES, COMPLYING WITH IBC SECTION 903.3.1 OCCUPANCY AND USE — — MAIN (PREDOMINANT) OCCUPANCY/OCCUPANCIES CHAPTER 3 SCOPE OF WORK TOTAL TI ALTERATION 6,136 SF OUTPATIENT CLNIC SPACES AND RELATED BUSINESS SPACES SECTION 304 GROUP B -BUSINESS MEDICAL OFFICE (5,288 SF) WAITING AREAS, CONFERENCE ROOMS, LOUNGES, AND BREAK ROOMS LESS THAN 750 SF OR WITH AN OCCUPANT LOAD OF LESS THAN 50 SECTION 303.1.2 PART OF THE MAIN OCCUPANCY • GROUP B • BUSINESS (593 SF TOTAL) WAITING 102 - 265 SF STAFF LOUNGE 120 - 206 SF PT WAITING 140 -122 SF STORAGE AREAS LESS THAN 100 SF, THAT ARE SECTION 311.1.1 PART OF THE MAIN OCCUPANCY • GROUP 8 - BUSINESS 275 SF TOTAL) STORAGE / HSKP 126 - 54 SF DME AND CAST STORAGE 130 - 100SF EXISTING MECH 150.83 SF EXISTING ELEC 151.38 SF ACCESSORY TO THE MAIN OCCUPANCY ACCESSORY OCCUPANCIES SECTION 508.2 WA INCIDENTAL USES FIRE AND SECTION 509 STORAGE 152 WASTE AND LINEN - 423 SF FIRE -RATING FOR BUILDING ELEMENTS, SMOKE PROTECTION FEATURES CHAPTER 6 CHAPTER7 SEE ALSO "MEANS OF EGRESS* SECTION BELOW _ PRIMARY STRUCTURAL FRAME TABLE 601 0 HOURS AT CONSTRUCTION TYPE VB INTERIOR BEARING WALLS TABLE 601 0 HOURS AT CONSTRUCTION TYPE VB INTERIOR NON -BEARING WALLS AND PARTITIONS TABLE 601 0 HOURS AT CONSTRUCTION TYPE VB FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS TABLE 601 0 HOURS AT CONSTRUCTION TYPE VB ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS TABLE 601 0 HOURS AT CONSTRUCTION TYPE VB SHAFT ENCLOSURES SECTION 713.4 1-HR - WA ELEVATOR LOBBY ENCLOSURES SECTION 3006.2 NIA STAIR ENCLOSURES SECTION 1023.2 1-HR-N/A MtANJ UI• tbKtbb CHAPTER 10 ------- OCCUPANT LOAD SECTION 1004 --- BUSINESS / OUTPATIENT AREAS TABLE 1004.1.2 4178 SF / 1 OCCUPANT PER 100 SF GROSS = 42 OCCUPANTS EXERCISE AREAS TABLE 1004.12 667SF 11 OCCUPANT PER 50SF GROSS = 14 OCCUPANTS ASSEMBLY -FUNCTION AREAS WITHOUT FIXED SEATING TABLE 1004.1.2 593 SF ! 1 OCCUPANT PER 15 SF NET = 40 OCCUPANTS ACCESSORY -STORAGE AREAS, MECHANICAL ROOMS TABLE 1004.1.2 698 SF 11 OCCUPANTS PER 300 SF GROSS = 3 OCCUPANTS PROJECT OCCUPANT LOAD SUM OF ABOVE TOTAL OCCUPANT LOAD = 99 OCCUPANTS NUMBER OF EXITS REQUIRED - MINIMUM SECTION 1006.2.1 2 REQUIRED, 4 EXITS PROVIDED SPACES WHERE ONE EXIT IS ALLOWED SECTION 1006.3.2 TABLE 10082.1 TABLE 1006 3 2 (21 IN SPRINKLERED GROUP B SPACES WITH NO MORE THAN 49 OCCUPANT AND NO MORE THAN 100 FT COMMON PATH OF TRAVEL COMMON PATH OF TRAVEL (ALLOWABLE) TABLE 10062.1 100 FT IN GROUP B, WHEN SPRINKLERED ARRANGEMENT OF EXITS OR EXIT ACCESS DOORS SECTION 1007.1.1 PLACED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE•THIRD THE DISTANCE OF THE MAXIMUM DIAGONAL OF THE SPACE SERVED. IN A SPRINKI FRED BUILDING EXIT ACCESS TRAVEL DISTANCE (ALLOWABLE) SECTION 1017 TABLE 1017.2 300 FT IN GROUP B, WHEN SPRINKLERED CORRIDOR CONSTRUCTION TABLE 1020.1 UNRATED IN OCCUPANCY GROUP B, WHEN SPRINKLERED CORRIDOR (ALLOWABLE) DEAD END LENGTH IN ROOMS OR SPACES REQUIRING MORE THAN 1 EXIT OR EXIT -ACCESS DOOR SECTION 1020.4 50 FT IN OCCUPANCY GROUP 8, WHEN SPRINKLERED DOOR TYPES ALLOWED SECTION 1010.12 SWING TYPE DOORS. POWER -OPERATED DOORS. MANUALLY -OPERATE SLIDING DOORS SERVING AN OCCUPANT LOAD NOT EXCEEDING 10. DOOR SWING SECTION 1010.1.2.1 DOOR MUST SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING A SPACE WITH AN OCCUPANT LOAD OF 50 OR MORE PANIC HARDWARE SECTION 1010.1.9.3 SECTION 1010.1.10 REQUIRED WHERE SERVING A GROUP A OCCUPANCY WITH AN OCCUPANT LOAD OF 50 OR MORE, EXCEPT AT MAIN EXTERIOR EXIT IF REPLACED BY READILY -DISTINGUISHABLE LOCKING HARDWARE AND RELATED SIGNAGE. PLUMBING FIXTURES REQUIRED CHAPTER29 — WATER CLOSETS, URINALS TABLE 2902.1 IN B OCCUPANCY: 1 REQUIRED PER 25 OCCS TO 50, THEN 1 REQUIRED PER EACH ADDITIONAL 50 OR FRACTION THEREOF. THUS 2 REQUIRED. 7 PROVIDED. LAVATORIES TABLE 2902.1 IN B OCCUPANCY: 1 REQUIRED PER 40 OCCS TO 80, THEN 1 REQUIRED PER EACH ADDITIONAL 80 OR FRACTION THEREOF. TH S 2 REQ IIRFDJ PROVIDFD DRINKING FOUNTAINS TABLE 2902.1 SECTION 2902.5 _ IN B OCCUPANCY WITH OCCUPANT LOAD GREATER THAN 30:1 REQUIRED PER 150 OCCUPANTS, THEN 1 ADDITIONAL REQUIRED FOR EACH 500 OCCUPANTS OR FRACTION THEREOF. DRINKING FOUNTAIN MAY BE LOCATED OUTSIDE TENANT SPACE IF WITHIN ONE FLOOR AND 500 FT TRAVEL. THUS 1 REQD. 1 PROVIDED. LOCATION PER PLAN. SERVICE SINKS TABLE 2902.1 1 SERVICE SINK - 1 PROVIDED S ° T*.t...J!EV/Vf_72 FOR CODE Ct^_ M:11.IANCE /APPROVE° t 2618 City of ItticMha aiUtLDING DR/is/ON tgba t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 I� '• REGISTERED I1;11eiHITECT 1 .I NT�IEERY t STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 CODE ANALYSIS ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 2 PERMIT CORRECTIONS #1 07/30/18 L—_. y- .— ;.�r�eti J <..:: t ti: : L.i f;LA a: P122,.11T• CENTER • PROJECT INFORMATION PROJECT NUMBER: 18003 PROJECT LEAD: Designer DRAWN BY: Author CRS#NIA SHEET NO A 1318-0203 A0.21 STORAGE 152 EE 4 EXIT TO I GRADE 0 0 ( • EXISMAERS 0 -0 - ----0 7'1 0 O / —EXISTMECH • 151 • EXIST ELEC 1 150 1 • - EXKT0 GRADE es OPEN PHYSICAL THERAPY T AREA 145 EX STING ROOF HATCH cG 0 STING MEN'S 0 2 r-01' CORR 109 CLOSET frl NO CEILING TBULE STDR/ HSKP P-X 81- 31-0" 0 4 0 TREMNT 18-8' 0 . . Ff SUB -WAITING 1 140 EXISTING WALL LIGHT i 1 CORM r CEILING PLAN - NEW - EGRESS PLAN 3/16" = 11-0" 1 110 r_o I to I 0 PAT TOI 41-1* VESTIBULE LthJ 'cG EXIT TO GRADE ri CO EB, STAFVUNGE 11 I r FIE ,CAST 1 GE 0 EB 26-13" ING 102 0 .40 d. E ' RECEPTION ' 104 I DRO DUF1E COQ= PtlY5 0FFICE1I A L17.7_1, OFFICEpril AGER 1 • 0 r 3 IMAGING 117 -LL L 0 COVE 1 108 1 I• ITI« y' EB -C` NS. • ft ; ,?1 L 19-8" et1k. 'trk. EB • 1 EB 0 C RFt100 0 0 EB I=1 EXAM 115 •tr 3 13 3 I. a EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In -the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on -site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. 1 GENERAL EGRESS PLAN NOTES UNLESS OTHERWISE INDICATED: 1. PROVIDE EMERGENCY ILLUMINATION ALONG COMMON PATHS OF EGRESS. EMERGENCY ILLUMINATION SHALL HAVE AT LEAST AN AVERAGE 1 FOOT-CANDLE AND A ANNUM AT ANY POINT OF 0.1-FOOT CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. EMERGENCY LIGHTING SHALL ALSO BE REQUIRED FOR EXIT DISCHARGE DOORWAYS. EGRESS PATHS SHALL BE CONTINUOUS TO EACH EXIT. DESIGNATED EGRESS PATHS ARE THOSE THAT SHALL BE LIGHT METERE INSPECTED FOR EGERESS ILLUMINATION REQUIREMENTS. (IBC SECTION 107.2.3, 1006 & 1008.1.6) 2. SEE LIGHT FIXTURE SCHEDULE ON SHEET A2.21. FIXTURES IDENTIFIED WITH 'EB' ON BOTH EGRESS PLAN ON SHEET A0.22 AND CEILING PLAN ON SHEET A2.21 SHALL BE EMERGENCY FIXTURES INSTALLED WITH EMERGENCY BALLASTS THAT MEET THE CRITERIA ABOVE IN 41, 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. _el Alf;2018 • 4 City of Tukwila SUIWING DIVISa tgba t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED--1 RCHITECT STATE ONFTWASHINGTYON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 EGRESS PLAN ISSUANCE No. Description Date 2 PERMIT CORRECTIONS #1 07/30/18 C;Til2F 71; K 'v;1 1.• PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Deslqner Author CRS # N/A SHEET NO • -020,3 A0.22 1412 15. v 00 06 CO 0 CO U co • O 0 SITE - OVERALL 1"= 30,-0" 6. a O O O O O O 7 7 =n==t • / 11 O 3 O O 3 O 3 a O 0 G J o. • o. 0 0 J SBM )4R:`dd S` oa 04 `C _ -0C' e o0 • 3 O O O �r•�oo 11 Pi . arcs ,—, 3 3 OH 3 NO CHANGE IN PARKING O a a ROJECT UILDING 0 3 3 a NO SITE CHANGES, MINIMAL RESURFACING OF CONCRETE AT PATIO AND ENTRY DOORS. 0 3 3 N O 0 OH-1 WA O • f J9AOaN`d a an19 HRNVB AP`r4tcwE.D ,I21? '.. .. 'I: lip City c4 tukwiie BUILDING DIVISION tgba t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT STATE OF WASHINGTON L PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 ARCHITECTURAL SITE PLAN ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Designer Author CRS # WA SHEET NO n 1 8-0203 A1.01 017 ====__JI 4. Die 1 r ory I I () I I I a,. D9 I I 1 \ 1 tc,) •=,-)L- `-•_-, .1•,...• "I I/•II i it L, W d LP9i r 0 a D14 0 D10 1:0134—a = 0 1 2 05 —tD14 a 5 9 glo 1 \mat > 3 4E, FLOOR PLAN - EXIST -DEMO 3/16" = 11-0* 03 co° Evc ( c s3k) p.)P / 7 =-E D11 j8 7 fz" 7 D14 I 07 De 171M a = = = i= F = . — 7 cjE • • - — — 7 N1/4= = = = — = = a". 4 Mr.r.rr -•..re DEMOLITION LEGEND DASH LINES INDICATE REMOVAL EXISTING WALLS, DOORS, WINDOWS AND OTHER MISC ITEMS AS INDICATED ON PLANS HATCH AREA INDICATES APPROXIMATE AREA OF WORK TO BE REMOVED AS NOTED 9 L ? GENERAL NOTES KEYNOTE SYMBOL 1. VERIFY UNDERGROUND OR HIDDEN UTILITIES PRIOR TO EXCAVATING OR SAWCUTT1NG. 2. PROVIDE DUST AND WASTE CONTROL FROM CONTAMINATING CONSTRUCTION AREA AND ENVIRONMENT. 3. COORDINATE TIMES FOR EXCESSIVE NOISY WORK WITH OWNER. 4. PROTECT EXISTING FROM DAMAGE. REPAIR EXISTING AS NECESSARY. 5. SALVAGE ITEMS FOR REUSE AS INDICATED. 6. SAWCUT SLAB AS NECESSARRY TO ACCOMADATE NEW PLUMBING AND ELECTRICAL WORK AS INDICATED IN MECHANICAL AND ELECTRICAL DRAWINGS. KEYNOTE KEYNOTE DESCRIPTION D1 REMOVE EXISTING DOOR AND TRANSOM RELITE FOR NEW PLASTER WALL INFILL. D3 REMOVE STOREFRONT SYSTEM FOR NEW WALL INFILL. RETAIN EXISTING BREAKSHAPE AT THE JAMBS AT THE CIRCULAR COLUMNS FOR REUSE WITH NEW WINDOWS AND WALL. D4 REMOVE EXISTING REVOLVING DOOR, A PORTION OF THE CONCRETE SLAB AND SOFFIT WILL BE REQUIRED TO REMOVE THE EXISTING DOOR. RETAIN EXISTING BREAKSHAPE AT THE JAMBS AT THE CIRCULAR COLUMNS FOR REUSE WITH NEW SYSTEM. D5 REMOVE AND RELOCATE EXISTING 6" STORM DRAIN. D6 REMOVE PORTION OF EXISTING CONCRETE SLAB FOR NEW WALK -OFF MAT. D7 REMOVE EXISTING FLOOR SUBSTRATE AND GROUT FLOOR FROM TILE. HATCHED AREA INDICATES APPROXIMATE AREA. D8 GRIND EXISTING ORANGE/RED CONCRETE TO RECEIVE NEW NEUTRAL COLOR FINISH. D9 REMOVE EXISTING TOILET PARTITIONS, PROTECT AND MINIMIZE FURTHER DAMAGE TO TILE. VERIFY WITH GC, WHICH ACCESSORIES TO DEMO VERSUS SALVAGE AND REUSE. REMOVE MIRROR AND WALL COVERING ABOVE TILE ON ALL WALLS, PATCH AND REPAIR TO RELIEVE NEW. D10 REMOVE EXISTING WIRE AND SUBSTRATE TO RECEIVE NEW FINISHES AS SCHEDULED D11 REMOVE EXISTING REFRIGERANT PLUMBING IN FLOOR D12 REMOVE AND RELOCATE EXISTING ELECTRICAL D13 RELOCATE EXISTING CLEANOUT ACCESS D14 EXISTING COLUMN TO REMAIN D15 EXISTING RAINWATER LEADER TO REMAIN D16 EXISTING LADDER TO REMAIN D17 REMOVE EXISTING CURB D18 REMOVE CHAINLINK FENCING D19 REMOVE EXISTING CANOPY SOFFIT AND LIGHTING C;•/•-: c(,-,-_. ;;•; M:-Lii,NCE1 Ara.),...:4LNED I City nt Tukwila DIVISION tgba t 425.778.1530 21911 76th Ave W.Sulte 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 8 REGISTERED CHITECT I 1,fr \ !ATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 DEMOLITION PLAN ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Designer Author CRS # N/A SHEET NO LI. r) - 0 2 0 3 A2.01 W-6 f-511r k 164912' r STORAGE 152 423 SF CED EXIST MECH 151 52 SF EXIST ELEC 1 150 1 37 SF ■ r-� I LI 11 II • _ • L J -4— UPGRADE WALL T01-HR SEPARATION WALL • CONSTRUCT OR UPGRADE PARTITION SIMILAR TO TYPE 31 INFILL CAULK GAPS AND PENETRATIONS • 1 • m n OPEN PHYSICAL THERAPY T AREA ' EXISTING LADDER WALL 45 111 851 r4 71W 158 SF EN EXISTING WOMEN'S CORRIDOR • 87 SF • 1i -10' 022) VESTIBULE 3`31 03d CORRIrx R I 1 36 A b 99'-112' w w n Fr1 STAFF LOUNGE It c ANGLE TO WINDOW TO WINDOW JAMB -- S3 Al 61a1 13'-9" NEW FL DRAIN L_ ST*R/HSKP SF 7.91 • 14'-8' S3 A ILO. 61-9 VW C 7 • 1144 IT DE SF TREATMENT 143 I SBA 3E b 7 g TREATMENT L�J SUPPORT POST TO REMAIN b 141 O'F44I]]C 10(SF QA b FRAMELESS HERCULRE GLASS DOOR AND PANEL SYSTEM SUPPORTED FROM ABOVE. • PT SUB -WAITING 118 SF 4 4 6.11/Y tl1flA�'� err A4 a' 6'-9 518' VESTIBULE 131 83 SF 1 L ;•II DME & CAST STORAGE 113o 101 SF $3 A l51 b _17]1 4 I• PROCEDURE 111�11611E l ct�_.[ 9'-1131 6' +1- i CORRIDOR !107 PHYS OFFICE 117 S3 AOF=ICE MANAGER 61 b] T 128 83SF ------ y------- 70 104 200 SF WING 11 23'•6' IMAGING 7 SD 41 4UI7 MIM L c 3 A_, 1 L35a I 53 AL 35b.• 4 S3 A 35a 3'-8' MIN CLR Wel Ern rr Erin 17.10 9/16'+/- We FRAMELESS GLASS PANEL SYSTEM TO MATCH ADJACENT SYSTEM. S 3 !�d 2 01 S91 A S3 A. 35 b 0 CUD IDOR 113 SF w 510I S A 6 b ItITi FRAMELESS HERCULRE GLASS DOOR AND PANEL SYSTEM WITH REMOTE ACTUATOR (FRONT DESK BUTTON). ri b 4, VESTIBULE 117 12' * 2-8112' 7-8 1/2' GENERAL NOTES SUDI JG DOOR AND PANEL SYSTEM WITH ABOVE HEAD f MOTI )N SENSOR. INSTALL WITH ACCESSIBLE THRESHOLDS. 5.10' EXAM l 114 1 92 SF 11'-2 5/8' +/- EXAM 113 02 SF 4 M --- -- --•'-- I $ o) 42b 4 $i b GLASS STOREFRONT SYSTEM TO MATCH EXISTING SYSTEM ON BUILDING. LOCATION FOR D00R ACTUATOR. INSTALL WITH ACCESSIBLE THRESHOLDS. 1. PATCH AND REPAIR EXISTING BUILDING ENVELOPE BOTH INTERIOR AND EXTERIOR SIDE OF WALLS. RECONSTRUCT WALLS TO MATCH EXISTING CONSTRUCTION. PREPARE WALL FOR NEW FINISHES AS SCHEDULED. SEE A5.01 FOR ADDITIONAL DETAILS 2. COORDINATE NEW WORK IN MECHANICAL ELECTRICAL AND PLUMBING WHICH MAY NOT BE INDICATED ON PLANS. 3. FLOOR WILL REQUIRE INSTALLATION OF CEMENTITIOUS FLOOR SELF LEVELING UNDERLAYMENT. PRODUCT TO BE COMPATIBLE WITH NEW FLOOR FINISHES. 4. PROVIDE EXTERIOR SELF -LEVELING TOPPING FOR RESURFACING EXTERIOR WORK SUCH AS ARDEX K301 OR APPROVED EQUIVILENT. INSTALL WITH NONSLIP SURFACE AND FINE AGGREGATE Y N ♦ . gii7, IF:, cr;S T,.' i APFRC)VEC• I:. City of r krMli: WILDING 'I`JISI N .pap tgba f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com \ STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE TUKWILA, WA 98188 FLOOR PLAN ISSUANCE Description PERMIT SET Date 07/09/18 PROJECT INFORMATION PROJECT NUMBER: 18003 PROJECT LEAD: VL DRAWN BY: VL, RL CRS # N/A PERMIT # SHEET NO FLOOR PLAN - NEW 1/4' =1'-0' n i s41ifj:3 STORAGE WINK CEILING PLAN - NEW 3I16'=1'-0' EXISTING CEILING 0 C2 EXISTING MEN'S 11221 O - 0 4'-0" �- ALUM CANOPY 0,6-•.- DRAIN TO LANDSCAPING BELOW EXIST MECH I._1;1_J EXISTING CEILNG P-X 0 O 0 EXISTING WOMEN'S 0 11 EXIST 56 C CG 123 a D.' AtQ1I Mira C1 Ls - IT CLOSET 125 NO CEILING ACP-1 1('-o"ArF APFW PHYQrAI THERAPY T AREA C1 GWB 8'-0'AFF s EXISTING CEILING P.X IBLE 0 STOR / HSKP ( 126 P-X r TRi a ACP-1 9.0'AF 0 TREATMENT 143 EXIF TING R ; CF HATCH • CO CP•1 -0'AF EATME 142 ACP-1 -0"AFT urwc,E 1141 I 0 0 ACP 1 10-PAFF EQ EQ IMAG G 10'-IAFF AC 10' - IRS PROC • • 1 C ON ROL A Sa0 ■��a iurnrL -arm, .0. 66' 1 -■- ��1:A4rI arn GWB 8'-0"AFF P-X 0 PAT TOILET 132 rot v m •■■� 8r WIMP 1 1ni I Ric I Mt EB ACM 10'-CAFF 2 EB r r-� ACM AFF Ep EQ EB IEIt" r -r am— riktiM NS Egg C1 . • R33'-21/1 GOITREOR 1103 • 0 F1 EB Aria AC 2 10'0' iltilialff ragam - • Infal • m= ie - 6� '-.10iA�FF. � C .. ‚lirs,crin gel ®or- A A nor or 0"AFF • KEYNOTE KEYNOTE DESCRIPTION Cl INSTALL TIME SWITCH LIGHTING CONTROL(S) WITH A MANUAL OVERRIDE. C2 (PATCH AND REPAIR HOLE AS NECESSARY, REPLACE MISSING EMERGENCY LIGHTING. C3 PATCH AND REPAIR AS NECESSARY OR REPLACE NEW SOFFIT BOTTOM. IF POSSIBLE, REMOVE ACCESS HATCH OR MINIMIZE SIZE/APPEARANCE. C4 LPROVIDE POWER FOR FUTURE ILLUMINATED SIGNAGE. COORDINATE LOCATION AND REQURIEMENTS WITH CLIENT/VENDOR. MATCH F C HEIGHT AFF 10' - o_4 t"' AFF I 31 ■ T ACP-1 t.0 - GWB 9'-0"PEE VESTIBULE r01 10'-C C3 I AFF 9 LIGHTING LEGEND RECESSED WALL WASHER - LED OTY=3 13 WATTS DMF LIGHITNG ONE FRAME RECESSED LED DOWNLIGHT DRDH-N-JD-100 / DRD2M-10-9-35-A / DRD2T-JD-WH CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 a e ® ® t L RECESSED CAN LIGHT - LED DOWNUGHT• QTY = 29 13 WATTS EXTERIOR LED DOWN LIGHTS' QTY - 6 12.6 WATTS LED SHOPLIGHT QTY=2 28.24 WATTS VANITY LIGHT LED QTY=1 14 WATTS 2' X 2' LED TROFFER' QTY = 9 31 WATTS 2' X 4' LED TROFFER QTY=35 32 WATTS 2' X 4' LED TROFFER' QTY = 35 32 WATTS UNDER CABINET LED LIGHT QTY = 22 12 WATTS DMF LIGHTING ONE FRAME RECESSED LED DOWNLIGHT DRDH-N-JD-100 / DRD2M-10-935-A I DRD2T-R-JDS-WH CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 UTHONIA LIGHTING WAFER LED RECESSED DOWNLIGHT fi• LED MODULE / WF641 LED30K MW `THESE FIXTURES REPLACE EXISTING INCANDESCENT CANS LITHONIA LFD SHOPLIGHT, 48" MODEL 1290L NST 3133 LUMNES SCOTT ARCHITECTURAL LIGHTING 53875-FP14-BA CONTACT: JANNA WILLIAMSON, JWILLIAMSON@LIGHTINGGROUPNW.COM, 206.794.8711 PINNACLE ARCHITECTURAL LIGHTING ADEO AD22 AD22-A-935M0-GN-U CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 PINNACLE ARCHITECTURAL LIGHTING —� ADEO AD24 AD24-A-935M0.69•U CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 PINNACLE ARCHITECTURAL LIGHTING ADEO AD24 AD24-A-935M0-69-U CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 LITHONIA EDGR - RECESSED LED EDGE -LIT EXIT EDGR-BRUSH ALULMINUM-GREEN ON CLEAR (SINGLE FACE) EDGR-BRUSH ALUMINUM -GREEN ON WHITE (DOUBLE FACE) JUNO UNDER CABINET LED LIGHT PRO SERIES LED 3000K UPLEDS, DIMMABLE 4' x 48' LED RECESSED' QTY = 14 6.5 WATTS PENDANT FIXTURE - 9' LED CITY 6.5 WATTS SURFACE MOUNT 1r FIXTURE OTY = 5 12 WATTS PINNACLE ARCHITECTURAL LIGHTING EDGE ET4D 4" RECESSED WITH ROUND PERF SHIELDING OR ARCHED REGRESS FINISH METALLIC SILVER ET4D-H-935-INDIVIDUAL 4'X48'-G9 FINISH • S CONTACT: CRYSTAL DAILY, SEA TAC LIGHTING, 206.755.3538 TEAGUE LIGHTING MOZ WEAVE 24' ROUND PENDANT WITH TOP AND BOTTOM DIFFUSER. INSTALL WITH DIMMER, SWITCH SEPARATELY FROM GENERAL LIGHTING. TG4(LP-25-XXXX-DS-AL-LED-VOLD-DSO-WV36 CONTACT: JANNA WILLIAMSON, JWIAAMSON@LIGHTINGGROUPNW.COM, 206.794.8711 BORDEN LIGHTING 104-18-LED112 SATIN STAINLESS STEEL WITH BOTTOM LENS, INSTALL WITH DIMMER, SWITCH SEPARTELY FROM GENERAL UGHTING. CONTACT: JANNA WILLIAMSON, JWILLIAMSON@LIGHTINGGROUPNW.COM, 206.794.8711 n SCONCES FOR RESTROOMS OTY•4 12 WATTS 1• 0 EB resElh 0 EXISTING UTILITY (2)14W T5 TUBES' QTY 28 WATTS ESTIMATE EXISTING 6' CFL DOWNLIGHTS QTY16 32 WATTS ESTIMATE SCOTT ARCHITECTRUAL LIGHTING 53500-L12-300K-BA CONTACT: JANNA WILLIAMSON, JWIIAMSON@LIGHTINGGROUPNW.COM, 206.794.8711 EXISTING CFL LIGHT PANEL QTY=3 32 WATTS ESTIMATE (STING - RIOR EM GENCY LI QTY=2 8 WATTS HT' EXISTING EXTERIOR EMERGENCY LIGHT" QTY=2 70 WATTS EXISTING EMERGENCY LIGHT' QTY=2 18 WATTS COLpS ��££��fii ♦ - I•NCE kwiia %�'!0 City of Tu Loy WING LIVISION • FIXTURES DESIGNATED WITH EB ARE EMERGENCY FIXTURES AND ARE TO BE INSTALLED WITH EMERGENCY BALLASTS (EB). SEE EGRESS PLAN AND NOTES ON SHEET A2.21. GENERAL CEILING NOTES UNLESS OTHERWISE INDICATED: 1. ALL LIGHT SWITCHES TO BE DECORA / ROCKER STYLE 2. PROVIDE AND INSTALL EMERGENCY EXIT SIGNS, HORNS, AND EMERGENCY LIGHTING PER CODE. VERIFY LOCATIONS WITH DESIGNER. USE CEILING MOUNTED WHITE FIRE ALARMS IF POSSIBLE. 3. CONTRACTOR TO FURNISH AND INSTALL UNDERCABINET LIGHTING AS SHOWN ON CEILING PLAN AND ELEVATIONS ON SHEET A7.01 AND A7.02. FIELD VERIFY LOCATIONS AND SIZE WITH DESIGNER. 4. VERIFY LEAD TIMES FOR LIGHTING AS SOME PRODUCTS MAY HAVE EXTENDED LEAD TIMES. 5. ELECTRICIAN TO VERIFY DAYLIGHT ZONES AND INSTALL DAYLIGHT CONTROLS PER CODE. 6. ELECTRICIAN TO VERIFY TIME SWITCH ZONES AND INSALL TIME SWITCH CONTROLS PER 2015 WASHINGTON STATE ENERGY CODE SECTION C405.2.2. 7. WHEN APPLICABLE, PROVIDE AND INSTALL OCCUPANCY SENSORS WITH WALL MOUNTED MANUAL SWITCHES CAPABLE OF AUTOMATICALLY TURNING OFF ALL THE LIGHTS IN AN AREA, NO MORE THAN 30 MINUTES AFTER THE AREA HAS BEEN VACATED. 8. ACCENT LIGHT SHALL BE CONTROLLED BY A DEDICATED CONTROL THAT IS INDEPENDENT OF THE CONTROLS FOR OTHER LIGHTING WITH THE ROOMS OR SPACE. 9. SUPPLEMENTAL TASK LIGHTING, INCLUDING PERMANENTLY INSTALLED UNDER -SHELF OR UNDER -CABINET LIGHTING, SHALL BE AUTOMATICALLY SHUT OFF WHENEVER THAT SPACE IS UNOCCUPIED AND SHALL HAVE A CONTROL DEVICE INTEGRAL TO THE LUMINAIRES OR BE CONTROLLED BY A WALL MOUNTED CONTROL DEVICE PROVIDED THE CONTROL DEVICE IS READILY ACCESIBLE. 10. ALL LIGHTING & CONTROLS TO COMPLY WITH THE 2015 WASHINGTON STATE ENERGY CODE SECTION C405.2.1 THROUGH C405,2.5.. (ORAL DAYLIGHT ZONE NOTES UNLESS OTHERWISE INDICATED: ALL DAYLIGHTED ZONES AND DAYLIGHT ZONE CONTROLS SHALL COMPLY WITH THE 2015 WASHINGTON STATE ENERGY CODE. PRIMARY DAYLIGHT ZONE: EXTERIOR WINDOW HEAD HEIGHT X WINDOW WIDTH + 2' ON EITHER SIDE. SECONDARY DAYLIGHT ZONE: AREA EQUAL IN SIZE TO THE PRIMARY ZONE AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL BE CAPABLE OF REDUCING THE LIGHT OUTPUT OF THE CONTROLLED LUMINAIRES WHILE MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE BY CONTINUOUS DIMMING TO LESS THAN 15% OF RATED POWER AT MAXIUMUM LIGHT OUTPUT. DAYLIGHT SENSING CONTROLS SHALL CONTROL ONLY LUMINAIRES WITHIN THE DAYLIGHTED AREA. AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. SEE CEILING PLAN FOR ROOMS/AREAS WHERE OCCUPANCY SENSORS TO BE LOCATED. EXCEPTIONS: SPACES WHERE PATIENT CARE IS DIRECTLY PROVIDED (2015 WSEC SECTION C405.2.2 EXCEPTION #2). tgba t 425.778.1530 21911 76th Ave W.Suite 210 f 425.774.71303 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 6 REGISTERED I �n ARCHITECT } 1 STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 CEILING PLAN ISSUANCE 1 No. Desc.lptlal Date PERMIT SET 07/09/18 2 PERMIT CORRECTIONS 4/1 07/30/18 -T Ci,"�'cyr'-!4.'4w.�:/1?--I- ., PROJECT INFORMATION PROJECT NUMBER: 18003 PROJECT LEAD: Designer DRAWN BY: Author CRS # N/A SHEET NO A2.21 D18-0203 l ,' 1 STORAGE i[ s �t to!,,:, [EXIST MECH° 151 Q`r EXIST 150 11 FINISH PLAN - NEW 1/8 =1'-0" FLOOR FINISH LEGEND c.7 777 ....,. EXISTING TO REMAIN CPT-1 CPT-2 CPT3 CPT-4 RT-1 RS-1 RS-2 EXTERIOR CONCRETE (RESURFACE) { WC-1: ALL WALLS ABOVE TILE X TILE SCUFFMASTER ON COVE BASE, EXISTIN MEN'S WC-1: ALL WALLS ABOVE TILE -X TILE SCUFFMASTER ON COVE BASE MECHOSHADE - SINGLE, TYP SEE FINISH SCHEDULE MECHOSHADE- DUAL, TYP EXAMS SEE FINISH SCHEDULE 11 !!n%i►��!�!�i�i�i�i�i�iiii� . MECHOSHADE - SINGLE, TYP SEE FINISH SCHEDULE MECHOSHADE• SINGLE, TYP SEE FINISH SCHEDULE cc c^z 1 ennamnarnma n DAIDDM. 3DD03DD n_n MDDDD33 l SD 'D33rD33D)`.V.3Y S.L�>?DD3SD) • DIM332333J37SD )3Y.MDDDDDDM IDND DI DDDD=3)D) DDD3DIDDDD3 `MDD)3D)1w33D3 DDMIIIM D i 9Y`DDDDt ri�me�r((» \ice\k\_ I s1c — =cccacc C<2c2 <f .craccZ%? cccccccas— L 2cCCtCCCC'Gb'� �<3C'L <c'-c az c ccccc. .c-;cccccgctcccccxcccrac is«<u<cc�C2ccc�;c �cc 'SC«CCSCG'�' 3' 5 C<2 „': c< C FINISH NOTES & FFE84A NOTES UNLESS OTHERWISE INDICATED: 1) ALL EXPOSED WALL SURFACES SHALL BE FINISHED. 2) ALL WALLS SHALL RECEIVE WALL BASE B-1 UNLESS NOTED OTHERWISE. 3) FLOORING SHALL EXTEND UNDERNEATH ALL (OPEN - NO CASEWORK -BELOW) COUNTERTOP WORK SURFACES. 4) ALL HARD (CERAMIC, STONE, AND SIMILAR) TILE SHALL BE CENTERED ON FLOOR AND/OR ON WALLS. 5) DOORS AND/OR FRAMES FOR PAINT FINISH SHALL BE PAINTED THE SAME COLOR AS THE WALL WHERE DOOR OCCURS. WHERE A DOOR OPENING CONNECTS TWO ROOMS OF DIFFERENT COLORS, FRAME -PAINT BREAK SHALL OCCUR AT INSIDE CORNER OF DOOR STOP AT DOOR -LEAF SIDE. DOOR -PAINT BREAK SHALL BE LOCATED SO THAT ONLY THE DOOR -FACE AGAINST FRAME STOP SHALL MATCH THE PAINT COLOR OF THE FRAME STOP. 6) WALLCOVERING AT CASEWORK BACKSPLASH AND SIDESPLASHES SHALL BE TUCKED BEHIND THE SPLASH BEFORE APPLICATION OF SEALANT BEAD. SEE ALSO CASEWORK DRAWINGS. 7) CONTRACTOR SHALL CONFIRM DIMENSIONS, LOCATIONS, WEIGHTS, SUPPORT -REQUIREMENTS, AND UTIUTY REQUIREMENTS OF ALL OWNER -FURNISHED EQUIPMENT WITH OWNER AND EQUIPMENTS SUPPLIER, PRIOR TO INSTALLATION. 8) WHERE NO MOUNTING HEIGHT IS INDICATED OR SCHEDULED FOR FIXTURES, EQUIPMENT, ACCESSORIES, COORDINATE MOUNTING HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION. 9) CEILING GRIDS ARE DRAWN CENTERED IN THE ROOM AND SHALL BE INSTALLED CENTERED WITHIN THE ROOM AS SHOWN. 10) CEILING -MOUNTED LIGHTS, SPEAKERS, DIFFUSERS, GRILLES, AIR TERMINALS. SPRINKLER HEADS, AND SIMILAR ARE DRAWN CENTERED IN CEILING PANELS OR CENTERED IN ROOM. THESE DEVICES SHALL BE INSTALLED CENTERED WITHIN THE CEILING PANELS AND WITHIN THE ROOMS AS SHOWN. HADE- DUAL, TV? © EXAMS SH SCHEDULE NAME MATERIAL FINISH LEGEND MATERIAL DESCRIPTION MANUFACTURER MATERIAL STYLEISERIES COLOR/TEXTURE ACOUSTIC CEILING PANEL SIZE REMARKS/INSTRUCTIONS 'CONTACT ACP-1 2X2 TEGULAR ACP ARMSTRONG ULTIMATEGULAR #1912 WHTIE 2X2 INSTALL WITH 9/16'WHITEGRID ALEXATAGGART, ATAGGART@ARM STRONGCELING S.COM, 206.900,1515 ACP-2 2X2 METAL TEGULAR ACP ARMSTRONG METALWORKS TEGULAR #6484M3 EFFECTS OAK 2X2 INSTALL WITH 9/16' METALWORKS GRID N EFFECTS OAK ALD01 TAGGART, ATAGGART6ARM STRONGCEILING S.COM, 206.900.1515 BASE B-1 RUBBER WALL BASE JOHNSONITE 4' TRADITIONAL COVE TBD NORAVIVARELU, NORAV@PACMAT .coM, 203.409.3870 CPT-1 CARPET TILE J+J FLOORING GROUP SMOLDER 2484 CIDER 12X48 INSTALLATION METHOD: ASHLAR ANDREA VANDERIENDE, ANDREA.VANDER LENDE@JJFLOO RING.COM, 206.550.1274 OPT-2 CARPET TILE MILKEN GHOST ARTIST / TRACE GUISE TRC15.20 19.7X19.7 INSTALLATION METHOD: MONOLITHIC KEVIN JOHNSON, KEVIN.JOHNSON @MLLIKEN.COM, 425.231.0499 CPT-3 CARPETTIE MIWKEN GHOST ARTIST I SHADOWPOINT GUISESHAIS-20 19.7X19.7 INSTALLATION METHOD: MONOLITHIC KEVINJOHNSON, KEVIN.JOHNSON @9WKEN.COM, 425.231.0499 CPT-4 BROADLOOM WALK -OFF MAT SHAW BON JOUR II 60748 EBONY 31500 17 START EDGE PARALLEL WITH EXTERIOR DOOR PAUL GIBIAN, PAULGIBIAN@SH AWNC.COM, 425.941.7197 CONCRETE STAIN IcoNc-1 CORNER GUARD CO-1 CORNER GUARDS STAINLESS STEEL CUBICLE CURTAIN CC-1 CUBICLE CURTAIN PALLAS SHANTI DINE CHRISTINE SABAR, CHRISTINE@ORA NGE-THREAD.CO M, 425.301.4762 FABRIC FAB-1 METAL M-1 PAINT P-1 ALL OVER COLOR P-2 FEATURE COLOR P•3 FEATURE COLOR P-4 ' FEATURE COLOR P-5 INTERIOR DOOR TRIM COLOR P-6 GYP CEIUNG COLOR P-7 1 EXTERIOR UGHT COLOR P4 EXTERIOR DARK COLOR P-9 EXTERIOR TRIM COLOR P-10 EXTERIOR TRIM COLOR PLASTIC LAMINATE PL-1 PLASTIC LAMINATE LAMIN-ART WINTER ODYSSEY5O47-T TEXTURE FINISH ALL VERTICAL CASEWORK, UNO FL-2 PLASTIC LAMINATE NEVAMAR ALL HORIZONTAL CASEWORK UNO FL-3 PLASTIC LAMINATE LAMIN-ART NATURAL BURLAP 502-U BURLAP FINISH FRONT DESK FACADE PL-4 METAL LAMINATE METAL -ART / LAMN-ART BRUSHED STAINLESS FRONT DESK TOE KICK PL-5 PIA PL-7 RESILIENT SHEET RS-1 SHEET VINYL LONSEAL LONWOOD NATURAL TOP SEAL 7482 GENTLE WIND INSTALL WITH RUBBER BASE CHERYL BLOOM, CHERYLOARCHI TECTURALDREC TIONS.COM, 206571.1377 RS-2 SHEET VINYL MANNINGTON INTERSECT PRIME PAR 101 INSTALL WITH SELF -COVE ROBERTA DIL AN, ROBE RTA_DIUA NOMANNINGTON .COM RS3 RESILENT TILE RT-1 VINYL TILE KARNDEAN MONrANA LLT203 24X19.7 INSTALLATION METHOD: TBD RT-2 RT3 VINYL PLANK J+J FLOORING GROUP FRAMEWORK 45001 SOLID SURFACING MATERIAL W1 !QUARTZ TILE T-1 WALL COVERING WALL PROTECTION 1 WP.1 —WALL PROTECTION WINDOW TREATMENT 1011 HEADER CAMBRIA !DESSERT COLLECTION KIRKSTEAD INSTALLATION METHOD: BRICK WITH 1/3 OFFSET MIKE HENDRY, MIKE.HENDRY11( ARNDEAN.COM, 360.250.1505 ANDREA VANDERIENDE, ANDREA.VANDER LENDE@JJFLOO RING.COM, 206.550.1274 FOR TRANACTION TOPS ONLY AT FRONT DESK AND MA WORKSTATION. NOTE, TOPS ARE CURVED. VERIFY SEAMING 'WITH DESIGNER. I MEN'S AND ROWER'S ROOM ABOVE TILE__ PANOLAM TFRL- FIBER REINFORCED LLAMINATE TBD FOR fortcor.t CrIV,1t=;-;ANCEif I--•, APPROVED j INO VERTICAL SEAMS IN RESTROOM, VERIFY SEAMS WI DESIGNER IN OTTER LOCATIONS. SEE FINISH PLAN. JT3"51j 1 -eityritlerikwrIa t3U►LDlNG DIVISION! WT-1 3% OPENESS BUND MECHO SHADE SYSTEMS I EURO TWLL REVERSIBLE 1 6004 SAND 1 WEAVE 8000 SERIES j 3% IN EXAM ROOMS ONLY. 111.116 & 119 DUAL SHADE BOTTOM -UP WITH FACIA W41 8 WT3 WT-2 5% OPENESS BUND MECHO SHADE SYSTEMS EUROVEIL BASKET WEAVE 5300 SERIES 5304 SAND 5% IN WAITING ROOM AND OTHER NON -EXAM ROOMS AS NOTED WT-3 CLASSIC BLACKOUT MECHO SHADE SYSTEMS 0700 SERIES (OPAQUE) 1706 OYSTER I OPAQUE IN EXAM ROOMS ONLY. 111-116 & 119 DUAL SHADEBOTTOM-UP WITH FACIA WT-1 & WT3 tgba t 425.778.1530 f 425.774.7803 21911 76th Ave W.Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 1 REGISTERED 1�i1MIRCHITECT I\ STATE OF WASHINGTO4 PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 FINISH PLAN D18-0203 ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Designer Author CRS#Nth SHEET NO A2.31 0 f SEE FF&E SCOPE FOR RESTROOMS ON ELEVATIONS SHEET A7.02 SI 1155GE EXIST MECH 151 EXISTING EXISC ARM 1 PULLEY AREA Im Olin I• IV -® .N MIRROR 41 I; EXISTING i BALL LADDER TO STORA ROOF ___J FREE ~HEIGHTS L J ICE OPEN PHYSICAL THERAPY T AREA 145 MIRROR co PROVIDE POWER FOR FUTURE SIGNAGE. COORDINATE LOCATION AND REQURIEMENTS WITH CLIENTNENDOR PINNACLE SIGNAGE AND ARTWORK FF&E PLAN - NEW r VESTBULE v EXISTING WO 23N'S CORRIDOR 1109 ITS STOR / HSKP SFZ111 rat, CORRIDOR u. If r yam-, =TI;• L 4 STAFF LOUNGE 120 PROCEDURE L119.1 1 6- r NARM TREATMENT SEM TM-NT F F r TREATMENT 142 C 9 I etz '©I d"6 .1 L _ J iI 1RIH1 r-� I©1 q•4' d,� 7 I CAST ROOM tau- - - - - ---� to 7 I 11111. Ladv -rt 1 et c 1,: «1 _ PAT TOI fa, 44 PT SIR.WAITING 1140I VESTIBULE ,1F-1F-1 )11-lllf-ll8r— „ u� u�t 1 131 J EQ EQ 11 174 CORRIDOR ro IMAGING r' 1117 IMAGING EQUIPMENT BY ©—C OWNER 1 --, PARKED TABLE gt CONTROL iI i 0 nV R S17 4 = . 1) I 3 I I ] tais J Nara f I AIM Swansiconic F — 1'.4\ I OFFICE MANAGER 4D1 ,'' R 1 I /o7/.ems F , l}JI® CAST I BUCKET 1 DME&CAST STORAGE I® 130 1.- r r+ L_ L _ WAITING 0S 0 \Is> ALCOVE ALCOVE CO 4) II m�(t I MA STATIONS S 8 1 • • 6 RECEPTION 104 • 4iT_f O 1 t • • J 11 Ju i:..• SDk1 .11111111 ::. fill sum 116 F d6 m _ 1 }® EXAM rite d,li 6 _° NIL _,__ (M© EXAM 14 NMI VESTIBULE 101 6 1■ r - TYPICAL SYMBOLS - FF&E cc D17 FEC CORNER GUARD FLOOR -MOUNTED OR CEILING -MOUNTED ELECTRICAL RECEPTACLE (DUPLEX AND FOURPLEX) CARD READER, AUTO -DOOR OPENER (PUSH PLATE) NURSE -CALL ALARM, NURSE -CALL LIGHT, NURSE -CALL PULL -CORD FEC FEC FIRE EXTINGUISHER CABINETS (FEC) AND I L I WALL -MOUNTED FRE EXTINGUISHER V J WALL -MOUNTED ELECTRICAL RECEPTACLE (2-PLEX AND 4PLEX) TELEPHONE TERMINAL DATNTELEPHONE TERMINAL DATA TERMINAL CABLE TERMINAL FF& E NO. PRODUCT DESCRIPTION RESP. BLOCK ING COORD. W/ ELEC. COORD. W/ PLUMBING REMARKS 01 SOAP DISPENSER FIC 02 PAPER TOWEL DISPENSER FIC Yes 03 RESTROOM 24' MIRROR FIC No 04 TOILET SEAT COVER DISPENSER FIC 05 GRABBAR=36' RO Yes No No 08 GRAB BAR - 42' RC Yes No No 07 GRAB BAR -18' FIC Yes ND No 08 TOILET TISSUE DISPENSER, DUAL FIC Yes 09 SANITARY NAPKIN DISPOSAL FIC Yes 10 BABY CHANGING STATION RC Yes 11 12 COAT HOOK48"AFF FIC Yes COAT HOOK 62'AFF RC Yes 13 SHARPS CONTAINER FOIC Yes VERIFY WITH CUENT RC 14 GEL HMO SANITIZER PC Yes 15 FIRE EXTINGUISHER CABINET - SEMI RECESSED RC _ Yes Yes LARSENS MCOEL 2409-5R, SOLID DOOR, STAINLESSS STEEL, TYPE A WHITE LEI I tNS, 1-1/3' SQUARE TRIM 16 ELKAY ENHANCED EZH2O BOTTLE FILLING STATION RC Yes ELKAY ENHANCED E21120, FILTERED, STAINLESS MODEL LZSBWSSP & SINGLE ADA COOLER 17 COMPUTER 18 PHONE 19 _ PRINTER TABLETOP 20 PRINTER, COPIER, SCANNER FREE STANDING 21 SHREDDER 22 UNDER DESKTOP DORM FRIDGE / BEV COOLER 23 TELEVISION FLAT PANEL 42- 24 PLANTER 25 _ FRIGERATOR DISHWASHER 27 MICROWAVE 28 ICE 29 MIRROR WALL 30 WARMER 31 ARM PILLY SYSTEM CAST BUCKET SHELVES • 54X24X84 SHELVES • 42X18X84 SHELVES - 42X18,X84 SHELVES - 36X18,X84 32 33 34 35 38 F10__ FIO FIO FIO FIO FOIC FIO _ FIO — FIO No FIO Yes FIO _ FIC Yes FIO FOIC Yes FIO FIO Yes FIO Yes FIO Yes FIO Yes 37 MOBILE COMPUTER FIO Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes OS VERIFY WITH CLIENT FIO Yes Yee -r-h' 1r'Lrdr. .1? 1 —I-- . �)y. Fr,x1 y Yes — APPRt:'1ii ) ��s1a11�11'.L J0JMI.Ju Yes tgba t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED In ARCHITECT NT GRE�tY I STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 FF&E PLAN D18-0203 ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Designer Author CRS # N/A SHEET NO A2.41 m EXISTING STONEWORK AND LEDGES TO REMAIN AS IS, NO PAINT. TYPICAL THROUGHTOUT P-X P-8 (DPW) EAST ELEVATION 1AT = 11-0" EXISTING STONEWORK AND LEDGES TO REMAIN AS IS, NO PAINT. TYPICAL THROUGHTOUT P-8 (DARK) -- a P-7 (LIGHT) 7 re) cc) co co 9 P-X P-X P-X P-7 (LIGHT) P-8 (DARK) , VERIFY WITH DESIGNER - MODIFY/SHORTEN LIGHTS FOR APPROPRIATE WALL WASH C41 REPLACE OR REMOVE, PATCH AND REPAIR AS NECESSARY. P43 (DARK) DRAIN TO LANDSCAPE WEST ELEVATION 1/Er =11-0' VERIFY WITH DESIGNER - MODIFY/SHORTEN LIGHTS FOR APPROPRIATE WALL WASH OR REPLACE OR REMOVE, PATCH AND REPAIR AS NECESSARY. SOUTH ELEVATION 1/8" =1%0" P-X P-7 (LIGHT) P-8 (LIGHT) P-7 (LIGHT) P-X P-7 (LIGHT) P-7 (LIGHT) ADD SPRINLER HEAD AS REQUIRED MAPES ALUM CANOPY OR EQUIVELENT DO NOT BLOCK EXISTING LIGHT FIXTURE - VERIFY HEIGHT WITH CANOPY 1 P-8 (DARK) — VERIFY WITH DESIGNER - MODIFYISHORTEN LIGHTS FOR APPROPRIATE WALL WASH OR REPLACE OR REMOVE, PATCH AND REPAIR AS NECESSARY. P-8 (DARK) P-X P-8(LIGHT) 013313/5nti ..41112:2111471411 .. .. a•AN GL-3 TIV REMOVE SPRINKERS, PATCH AND REPAIR. - INFILL DOOR MTH NEW WALL MATCH EXISTING FINISHES EXISTING STONEWORK AND LEDGES TO REMAIN AS IS, NO PAINT. TYPICAL THROUGHTOUT P-7 (UGHT) P-8 (DARK) P-8 (LIGH P-X NORTH ELEVATION vr rco^ P-X EXISTING STONEWORK AND LEDGES TO REMAIN AS IS, NO PAINT. TYPICAL THROUGHTOUT 1 P-XTYP I T 0 MECHANICAL aCREEIl 27 - T 7.0 PIFR COPING Ali• 1T - 6" T.0_PARAPET 2 AL 16' - 611 T.0 PARAPET LOWER ROOF M. 11' - 6" FLOOR PLAN AI o,-0. T.0 MECHANICAL a_CREEN 22' - ? T.0 PIER COPING 1T - r T.0 PARAPET 16' r T.0 PARAPET LOWER Re OBFA_ " - INFILL WITH STONE TO MATCH EXISTING OR INSTALL SIGNAGE TO MATCH SHAPE FLOQB P 7.0 MECHNI ALICI2i2F”. T.0 PIEFt_COPING 410 1T • 6' "F _ T.Q PARAPET LOW B ROOF Au 11' - 'ffr FLOO PLAN Alai. TQ MECHANICALICREEN_.e.. 22' - 2" 4' T.0 PIER COPING Ai, 1T • Et 'q T.0 PABAPEILp, 161-611 _• _T.CIFARAPET LOWER ROOF 11' - 6" FLOOR PLAN AL, 0' - 0" - (8 CANOPY SECTION \ 1 1/2" = EXISTING WALL PROVIDE ADDITIONAL BACKING AS REQUIRED TO ADEQUATELY HANDLE CANOPYPER MANUFACTURER CAULK GAPS AT THRUBOLT PENETRATIONS ---------------- 1/2" DIA ASTM A193 B7 THRU EYEBOLT (WELDED) _-------------r INSTALL WI WELD UP W/ 3" DIA X.1/4" PLTD STEEL WASHER STD WASHER'S NUTS AND 3' DIA X 1/4" PLTD STEEL BACKING PLATE 1" HANGER PIPE ASSEMBLY WITH ASSOCIATED WASHERS AND NUTS PER MANUFACTURER CANOPY ASSEMBLY - MAPES LUMISIIADE OR APPROVED EQUIVELENT VT DIA ASTM A193 B7 THRU BOLT (WELDED) INSTALL W/ WELD UP W/ 3' DIA X.114" PLTD STEEL WASHER STD WASHER'S NUTS AND 3' DIA X VC POD STEEL BACKING PLATE NEW STORE FRONT DOOR MATCH EXISTING EXISTING COLUMNS ELOOR Pim s Cr • Ow FRONT ENTRY ELEVATION 1ST =11•06 BUILDING SECTION B-B Ur • 114:0" 1 STORAGE 152- -1•1111. • EXAM 1 113 E • EXAM .n1-1-57 EXAM 116 - PATCH EXISTING ROOF AS REQUIRED FOR MEP WORK IIELCOPING 1T - 6' `r ROOF ASSEMBLY MODIFIED BITUMEN ROOF OVER INSULATION BOARD 3/4" PLYWOOD OVER TJI OR TRUSSES _t1.0.0R OPEN PHYSICAL THERAPY T AREA 145 BUILDING SECTION A -A ri•o• TREATMENT -143 — EXISTING ROOF SLOPES TO DRAINS PATCH ROOF AREAS AS REQUIRED FOR NEW MEP WORK. - CAST ROOM 1_12V. OFFICE MANAGER :ha ... EXAM .112 TO_MECHANICAL SCREEN 22' • 2' 4' _1.0 PIER_QOPING AIL - FLOOR PLAN ,dt 0' - 0" -C1:411it: c-1/-)243—L-_ ? tgb t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED CHITECT STATE OF WASHINGTON • PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 EXTERIOR BUILDING ELEVATIONS AND SECTIONS ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 • -• • • -• • -• .... • • • • - • -• • • • -• • - - • -• • PROJECT INFORMATION PROJECT NUMBER: 18003 PROJECT LEAD: Designer DRAWN BY: Author CRS # N/A SHEET NO 0174 D1 8-0203 City 1 Tuit-wil.7'1 2-DING 7',3/iSiON enek..• A3.01 CONT. ALUM BREAK METAL CLOSURE TO MATCH EXTEND FULL WIDTH OF OPENING FROM SILL TO BEAD STOREFRONT SYSTEM FASTEN WITH COUNTER SUNK SCREWS @ 16' oc MAX ALUM CLOSURE PIECE, PAINT TO MATCH WALL COLOR PARTITION AS SCHEDULED ALIGN TO CENTERLINE TO MUWON UON. 2' MIN LENGTH CLOSED CELL FOAM ADHESIVE CONT FULL -HEIGHT SEALANT BOTH SIDES. ALUM WINDOW MULLION -- EDGE OF WINDOW SILL BEYOND TYPICAL PARTITION AT MULLION 3' =1'-0' TYPICAL PARTITION JOG AT MULLION 3" =1'-0" PANT BACK SIDE PARTITION AS SCHEDULED 2" MIN LENGTH CLOSED CELL FOAM ADHESIVE CONT FULL -HEIGHT SEALANT BOTH SIDES. CONT. ALUM BREAK METAL CLOSURE TO MATCH STOREFRONT SYSTEM EXTEND FROM SILL TO HEAD FASTEN WITH COUNTERSUNK SCREW @ 16' oc. MAX PARTITION TO ALIGN WITH EXISTING WINDOW SILL PROFILE. NO FASTENERS ARE TO PENETRATE EXISTING WINDOW IN THIS INSTALLATION. ALUM WINDOW MULLION EDGE OF WINDOW SILL BEYOND `\ �7 WINDOW AM) DOOR ASSEMBLY NEW STOREFRONT War , I, �- BACKER ROD AND SEALANT BOTH SIDES at'L EXISTING ALUMINUM BREAK SHAPE EXISTING COLUMN WITH COVER BACKER ROD AND SFAI ANT BOTH SI DES CAUL( BOTH SIDES OF PARTITION BLOCKING - DETAIL AT CURTAIN WALL NEW STOREFRONT WINDOW AND DOOR ASSEMBLY BACKER ROD AND SEALANT BOTH SIDES EXISTING ALUMINUM BREAK SHAPE -- EXISTING COLUMN WITH COVER WRAP VAPOR RETARDER AROUND EXISTING ALUM BREAK SHAPE ---- DETAIL AT BRICK VENEER 7c\ EXISTING STRUCTURE CEILING AS SCHEDULED 5/8' GWB VAPOR RETARDER BATT INSULATION 3 5/8" METAL FRAMING @ 16" oc EXISTING STRUCTURE VERIFY REPAIR AS NECESSARY AFTER REMOVAL OF REVOLVING DOOR 2x BLOCKING R-19 BATT INSULATION PATCH AND PAINT EXISTING SOFFIT 5/8' EXTERIOR GRADE GYP BD ON 3 5/8' METAL FRAMING AT 16' oc EXTRUDED ALUMINUM VENT STRIP (PERFORATED) 1 INSULATED SAFETY GLAZING IN BLACK ANODIZED THERMALLY BROKEN STOREFRONT FRAME ---- * FINISHED FLOOR AS SCHEDIILED OVER SELF LEVELING CEMENTIOUS FLOOR TOPPING ♦ BASE AS SCHEDULED SHIM BACKER ROD AND SEALANT EXISTING SIDE -WALK PATCH AND REPAIR AS REQUIRED TO REMOVE REVOLVING DOOR JOINT FILLER TYP EXISTING CONCRETE SLAB PATCH AS REQUIRED TO REMOVE EXISTING REVOLVING DOOR r-1' INSULATED GLAZING / IN BLACK ANNODIZED STOREFRONT FRAME r— SHIM BACKER ROD AND SEALANT METAL PLASTER STOP WINDOW SILL STOREFRONT JAMB 1 1/2" = 1-0" ALIGN WITH EXISTING ALIGN AND MATCH VAND 12' SQUARE REVEALS WITH EXISTING REVEALS TYP. PLASTER WALL ASSEMBLY 1" INSULATED GLAZING WITH THERMALLY BROKEN FRAME BLACK ANONDIZED STOREFRONT ASSEMBLY MATCH EXISTING ADJACENT WALL FINISHES SHIM WITH BACKER ROD AND SFAI ANT BOTH SIDES WRAP VAPOR RETARDER UNDER SILL CONT WINDOW SILL STONE SILL MATCH EXISTING 2X BLOCKING FIRE -TREATED CONT. FLASHING TYP. BRICK VENEER WALL ASSEMBLY - CONTINUOUS FLASHING CULTURED STONE BASE BASE AS SCHEDULED FINISHED FLOOR AS SCHEDULED OVER CEMENTITIOUS SELF LEVELING FLOOR SUBSTRATE -TYP EXISTING CONCRETE SLAB ANCHOR BOLT EXISTING SIDEWALK EXISTING PARTITION REPAIR EXISTING CULTURED STONE J-MOLDING PLASTER SCREED DOOR INFILL CONSTRUCT PER TYP PLASTER WALL PLAN VIEW INSIDE CORNER @ PLASTER 11/2"=1'0" are TYP. PLASTER WALL ASSEMBLY (3) COATS OF PLASTER W/ V-GROOVE REVEALS GLAVANIZED EXPANDED METAL LATHE TYVEK BUILDING WRAP 1/2' EXTERIOR PLYWOOD 2X6 FRAMING @ 12" oc WITH R-19 BATT INSULATION VAPOR RETARDER 5/8"TYP 'X GWB ALIGN NEW REVEALS WITH EXISTING ADJACENT SQUARE AND V-REVEALS METAL FLASHING BACKER ROD AND SFAI ANT -CAST STONE STILL IN MORTAR SETTING BED WITH STEEL VENEER ANCHORS SECURELY FASTNED TO SUBSTRATE (a;t EACH VERTICAL JOINT TYP. BRICK VENEER WALL ASSEMBLY CULTURLED STONE GLAVANIZED EXPANDED METAL LATHE (2) LAYERS OF 415 BUILDING FELT 1/2' EXTERIOR PLYWOOD 2X6 FRAMING WITH R-19 BATT INSULATION VAPOR RETARDER 5/8' TYP'X GWB PRESSURE TREATED PLATE - BASE AS SCHEDULED FINISHED FLOOR AS SCHEDULED OVER SELF LEVELING CEMENTIOUS FLOOR TOPPING TYP. EXISTING CONCRETE SLAB 5' CONCRETE SLAB ON GRADE 6 ML VAPAOR BARRIER .Ar FP+`` O1iED 0: 1018 tgb t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 ._..._.. REGISTERED CHITECT EY I STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 EXTERIOR DETAILS D18-0203 ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 h PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Designer Author CRS # N/A SHEET NO PLAN VIEW AT EXISTING COLUNNS 1 1/2' =1'-0" STOREFRONT WALL SECTION 1 12" =1'-0" WALL SECTION @ WINDOW 11/2' =1'-0" TYPICAL WALL SECTION 11/2" =1'C" • 's3UILOIi'iG Di'/ISIONJ A5.01 DOOR NO. ROOM NAME OPENING CLEARANCE FIRE RATING GLA ZIN G TYP E DOOR FRAME FRAME HARDWARE COMMENTS WIDTH HEIGHT TYPE MATE RIAL FINIS H TY PE MATER FINIS IAL H DESC 101 VESTIBULE 4'-0' 8'-9TIT - GL3 EXIST ALUM BLACK D ALUM BLACK SECURITY ENTRANCE PROVIDE SECURITYACCESS AND ADA ACTUATOR 102 VESTIBULE 3'-6' T-0' GL-1 SH ALUM BLACK D ALUM BLACK PASSAGE OVERHEAD SENSOR VESTIBULE - ACTUATOR INSIDE 103 CORRIDOR 3'-6' w- or - GL-1 G GLASS CLR C - FF ENTRANCE REMOTE ACTUATOR 109 CORRIDOR 3-0' T-0' - GL-1 FG 3f.'WD CLR B HM BLACK OFFICE FRAMFIFS.SGLAZING 110 CORRIDOR 3'-0' T-0" - EXIST EXIST EXIST EXIST EXIST EXIST EXIST SECURITYENTRANCE EXIST -SECURITY KEYPAD PROXIMITY BADGE 111 EXAM 3-6' T-0' - - FH $CND CLR A NM PT PASSAGE 112 EXAM 3'-r T-0" - - FH SCWD CLR A HM PT PASSAGE 113 FRAM 3' 4' T-0" - - FH SCWD CLR A HM PT PASSAGE 114 EXAM 3'-6' T-0" - - FH SCWD CLR A HM PT PASSAGE 115 EXAM 3'-6' T-0" - - FH SCWD CLR A HM PT PASSAGE 116 EXAM 3.6' T-0" - - FH SCWD CLR A HM PT PASSAGE 117 IMAGING 4'.0' T - 0" - - FH SCWD LEAD CLR A IMILEAD PT PASSAGE LEAD UN®- X-RAY IN USE INDICATOR LIGHT 118 CONTROL 3' - 0' T - 0' - GL-5 NG SCWD LEAD CLR A MULEAD PT PASSAGE LEAD UNED • X-RAY IN USE INDICATOR LIGHT 119 PROCEDURE 3'-6' T-0" - GL-1 FG SCWD CLR B HM PT PASSAGE 120 ;STAFF LOUNGE 3'-0" T-0' - G1-1 FG SCWD CLR A HM PT PASSAGE 122 EXISTING MEN'S 3- 0' T- 0' - - EXIST EXIST CLR EXIST EXIST PT PASSAGE EXISTING- NEW HARDWARE TO MATCH WOMENS ROOM 123 EXISTINGWOMENS 3'-0' T-0' - - EXIST EXIST CLR EXIST EXIST PT PASSAGE EXISTING 124 CAST ROOM 4'•0' T-0' - GL-1 FG SCWD CLR A HM PT PASSAGE 125 ITCLOSET 3'-0" T-0' - - FH SCWD CLR A HM PT STORAGE 126 SIC* /HSKP 3.0' T-0' - - FH SCWD CLR A HM PT STORAGE 127 PHYS OFFICE 3' - 6' T -0' - GL-1 FG SCWD CLR 8 HM PT PASSAGE 128 OFFICE MANAGER 3.0' T-0' - GL-1 FG SCWD CLR A HM PT OFFICE 130 DMEBCAST STORAGE 3-0" T-0' - - FH SCWD CLR A HM PT STTORAGE 131 VESTIBULE 3-0' T-0' - EXIST EXIST EXIST EXIST EXIST EXIST EXIST SECURITY ENTRANCE EXIST - SECURITY KEYPAD PROXIMITY BADGE 132 PAT TOILET 3.0' T-0' - - FH SCWD CLR A HM PT PRIVACY 140 PTSU3-WAFFING 3-6" 8'-10' - GL-1 G GLASS CLR C - FE ENTRANCE 141 OFFICE 3.0' T•0' - GL-1 FG SCWD CLR B HM BLACK OFFICE 142 TREATMENT 3.6" T-0' - - FH SCWD CLR A 14A PT PASSAGE 143 TREATMENT 3.6" T-0' - - FH SCWD CLR A HM PT PASSAGE 144 TREATMENT 3'-6" T-0' - - FH SCWD CLR A HM PT PASSAGE 145 OPEN PHYSICAL THERAPY T AREA 3'-6' T-0' 45MIN - NG SCWD CLR A HM PT ENTRANCE 150 EXIST ELEC 3'-6' T-0" - - FH EXIST EXIST EXIST EXIST EXIST EXIST EXISTING DOOR -NO WORK 151 EXIST MECH 4'-0' T - 0' - - FH EXIST EXIST EXIST EXIST EXIST DOST EXISTING DOOR- NO WORK 152A STORAGE 8'-0' T-0' - - FH-PAIR STEEL PT A HM PT ENTRANCE 152E STORAGE 4'-0' T•0r - - FH STEEL PT A HAI PT ENTRANCE MARK FRAME SILL HEIGHT GLAZING TYPE COMMENTS FRAME WIDTH HEIGHT TYPE MATERIAL FINISH 08 3.4- 2. 6' 3-10" E HM • LEADED PT GL-5 LEADED PER PHYSICIST REPORT Z LATCH -SIDE JAMB c7 w z RER - IS NOT THI a. z o♦ en 2 LL 16 GAGE JAMB STUD GUIDE -SIDE JAMB (ALUMINUM) JAMB BEYOND SILL '`..•• -� INTERIOR PARTITION - CONFIGURATION, CONSTRUCTION, AND WIDTH MAY VARY SURFACE -MOUNTED ALUMINUM SLIDING DOOR FRAME DOOR CONSTRUCTION AND CONFIGURATION MAY VARY (ALUMINUM) LATCH -SIDE JAMB DOOR LEAF IN CLOSED POSITION (SHOWN DASHED) DOOR LEAF IN FULLY -OPENED POSITION (ALUMINUM) GUIDE -SIDE JAMB -- FLOORING TRANSITION ALIGNED WITH DOOR -SIDE OF JAMB DOOR GUIDE MOUNTED TO SUBFLOOR PER MFR. CUT FLOORING AROUND MOUNTING PLATE OR MOUNT PLATE ATOP FLOORING AS RECOMMENDED BY MFR - FLOORING TRANSITION (WHERE OCCURS) ALIGNED WITH DOOR -SIDE OF JAMB DOOR GUIDE METAL STUD HEADER AS NECESSARY INTERIOR PARTITION PER PLAN. CONSTRUCTION, CONFIGURATION, AND WIDTH MAY VARY. ALIGN I-EADER WITH FACE OF GWB SLIDING DOOR OPERATOR HOUSING PER MANUFACTURER OVERHEAD SENSOR SLIDING DOOR ASSEMBLY PER MANUFACTURER 1/2' SAFETY GLAZING TRACKLESS SLIDING DOOR 6" BOTTOM RAILS NO DOOR TRACK AT OPENING C1021.02 INTERIOR SLIDING BARN -TYPE DOOR C1024.07 SLIDING DOOR HEAD AND SILL =1'-0" 3' =1'-0" JAMB c_ SILL SECURE TRACK TO BLOCKING 2X BLOCKING RECESSED TRACK WINDOW SEALANT 1' SAFFETY GLAZING SECURE TRACK TO BLOCKING -- 1' SAFFETY GLAZING •--- FLOORING AS SCHEDULED WINDOW SEALANT EXISTING CONCRETE RECESSED TRACK DOOR TYPE LEGEND FH FLUSH (HINGED) GL G GLASS 11 7/8' AT FIRE -RATED DOOR G NARROW GLASS-LITE HG HALF r4'CS. LITE GLAZING LEGEND FG FULL GLASS- LITE SHSTOREFRONT I7 (HINGED) SAS DESCRIPTION COMMENTS GL-1 CLEAR, SAFETY GLASS TEMPERED AND LAMINATED PER CODE GL-2 CLEAR, FRE-RATED GLASS APPROPRIATE TO RATING (PER SCHEDULE) OF OPENING GL-3 1' INSULATED GLASS EXTERIOR GLASS TINT TO MATCH EXISTING WINDOWS GL- 1' INSULATED SAFETY GLASS TEMPERED AND LAMINATED GLASS TINT TO MATCH WINDOW GL-5 CLEAR, LEAD GLASS LEAD GLASS PER PHYSICIST REPORT (SAFETY AT DOORS) FRAME TYPE LEGEND OPNG SIZE PER OPNG SCHEDULE A TYP HOLLOW METAL FRAME DOOR OR PAIR B OVERHEAD OPERATOR GL CLEAR OPENING SLIDING OR SWING DOOR INDICATED SCHEDULE GL L___J CLEAR OPENING WIDTH IS INDICATED SCHEDULE 1 BARN TYPE DOOR WITH SLIDING PANEL 7 GL GL GL SWING CLEARANCE PER SCHEDULE r FRAMELESS GLASS DOOR WITH RELITES PER INTERIOR WINDOW SCHEDULE GL i— NUMBER OF LITES AS INDICATED ON PLANS DPOWER OPERATED DOOR WITH LITE (S) E REUTE HARDWARE TYPE/SET LEGEND 79Si IYPE QESCRIPTION - SET INCLUDES, BUT IS NOT LIMITED TO; SET 1 ENTRANCE SET ENTRANCE LOCKSET, CLOSER, SET 2 PASSAGE SET PASSAGE LATCHSET SET 3 OFFICE SET ENTRANCE LOCKSET, CLOSER SET 4 STOREROOM SET STOREROOM LOCKSET, CLOSER SET5 POCKET SET NOT USED SET 6 PRIVACY SET PRIVACY LOCKSET, INDICATOR CLOSER SET 7 SECURITY ENTRANCE SET ENTRANCE LOCKSET, CLOSER, ELECTRIC STRIKE, BADGE/KEYPAD SET 8 CLASSROOM SET NOT USED SET 9 PANIC SET NOT USED GENERAL NOTES FOR DOORS, FRAMES, RELITES, SIDELITES, AND HARDWARE UNLESS OTHERWISE NOTED: 1. ALL DOOR TYPES ARE SHOWN AS SINGLE LEAFS, WHETHER SINGLE OR DOUBLE. SEE PLANS FOR ACTUAL CONFIGURATION AND SWING OF LEAFS. 2. AT HOLLOW METAL DOORS, ALL STILE SIZES, RAIL SIZES, LITE SIZES, AND LITE DETAILS SHALL BE PER STEEL DOOR INSTITUTE (SDI) STANDARDS, UNO. 3. AT WOOD DOORS, ALL STILE SIZES, RAIL SIZES, LITE SIZES, AND LITE DETAILS SHALL BE PER AMERICAN WOODWORK INSTITUTE (AWI) STANDARDS, UNO. 4. AT STOREFRONT DOORS, ALL STILE SIZES, RAIL SIZES, AND RAIL LOCATIONS SHALL BE PER THE MANUFACTURER'S STANDARD MEDIUM -STILE DOOR, UNO. 5. ALL GLAZING (IN DOOR LITES AND SIDE LITES SHALL BE (FULLY•TEMPERED)SAFETY GLASS, AND SHALL BE WIRE -FREE FIRE GLASS WHERE DOOR OPNG IS REQUIRED TO BE FIRE -RATED. 6. ALL EXTERIOR GLAZING SHALL BE 1" THICK INSULATED UNITS. DOOR -HARDWARE LOCATIONS AT DOORS WITH PUSH PLATES, PULLS, HANDLES, CUPS, AND SIMILAR, NON -OPERABLE OPENING HARDWARE: LOCATE OPENING HARDWARE HERE AT DOORS WITH PUSH BARS AND/OR PANIC BARS: LOCATE OPENING HARDWARE HERE NQTE_QN ALL INDICATED DEORI TYPES - LITER, RAILS, MOP PLATES, KICK PLATESIAND MISCELLANE*US OTHER VARIqTIONS (DASHED) MAY OCCUR I L l-1 t7 r L )I I L t LJ L J 7 AT DOORS MATH LEVERS OR KNOBS, AND SIMILAR OPERABLE OPENING HARDWARE: LOCATE OPENING HARDWARE HERE r r -, r r- ` tt -1 LOCATION OF DOORS ON FLOOR PLANS 6" UNLESS OTHERWISE INDICATED ♦ • J AT SWING DOORS AND POCKET DOORS: WHERE OPENING LOCATION IS NOT DIMENSIONED ON PLANS, LOCATE OPENING 6" FROM CROSSING PARTITION: AS INDICATED AT SWING DOORS, FL FINISHES CHANGE B OW CLOSED DOOR LEA AT P DOORS, FLOOR HES CHANGE BELOW 1 CLOSED DOOR LEAF 6" UNLESS OTHERWISE DIMENSIONED ♦ ♦ SCHEDULED OPENING i-- AT SLIDING BARN -TYPE DOORS: WHERE OPENING LOCATION IS NOT DIMENSIONED ON PLANS, LOCATE OPENING 6" FROM CROSSING PARTITION. AS INDICATED +--- AT SLIDING AND BARN ' DOORS, FLOOR FINISHES Lin CHANGE AT FACE OF DOOR -SIDE DOOR- FRAME FRAME PROFILES 1 15/16'' I t THROAT DIMENSION VARIES (SEE PARTITION TYPE) 41/2' TO 61/2" FOR NON -WRAP- AROUND FRAME AT CMU WALLS i i VARIES .r 115/ 6' I 112" LOCATION GLASS STOP AT LITES (WHERE OCCUR) LEAD -LINED GYPSUM BOARD ONE SIDE OF PARTITION FRAMING/HEADER AS APPROPRIATE TO OPENING )E)E C ;ANCj j- LEAD LINING APPROVED F; a II City L1' 'j-I,dISW1f? k3UILDINsNG-OIVISIQN4 WRAP -AROUND HOLLOW -METAL FRAME, FIRE -LABELED AT FIRE -RATED OPENINGS. FRAME TO INCLUDE LINING CLIPS AND OFFSET ANCHORS TO ACCOMODATE LEAD LINING. FOR TYPICAL FRAME DIMENSIONS, SEE DETAIL THIS SHEET. C1029.14 LEAD -GLASS LITE - HM FRAME 3' =1'-0' tgba t 425.778.1530 f 425.774.7803 21911 76th Ave W.Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com REGISTERED CHITECT STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 DOOR & INTERIOR WINDOW SCHEDULE D18-0203 ISSUANCE No. 1 Description PERMIT SET Date 07/09/18 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: Author CRS # N/A 18003 Designer SHEET NO A6.01 S m d U 2 0 a M co E E 0 c WV Z9:60:1.L B10ZI0£IL DOSING FLOOR (ABOVE) - 3/4" PLYWOOD OVER TRUSSES 20 GAGE MI A IP• ANGLE - SECURE TO STRUCTURE SIMILAR TO PARTITION TRACK SIZE AS NECESSARY FOR SECURE ATTACHMENT TO STRUCTURAL FRAMING ABOVE. f Zj To 1— ( )SELF APPINt#6 @4" I PAN HEAD TEK-SCREWS OR SIMILAR ar FASTEN CLIP ANGLE TO BRACE WITH (2) #10 SHEET -METAL SCREWS 20 GAGE MINIMUM, 21/2" MINIMUM STEEL STUD OR - --- TRACK (BRACE) AT 4'0 OC MAXIMUM - ALTERNATE DIRECTION OF EACH BRACE WHERE POSSIBLE 3" X 3" X 3" X 20 GAGE MINIMUM, METAL CLW-ANGLE - FASTEN TO BRACE AND TO RUNNER TRACKWITH (2) it 10 SHEET -METAL SCREWS PARTITION -DEFLECTION HEAD TRACK TO ACCOMODATE 3/4" DEFLECTION ~ CEILING TYPE AND EDGE CONDITION MAY VARY STUDS CUT TO ACCOMODATE 3/4" DEFLECTION FRAMED PARTITION PER FLOOR PLANS -CONSTRUCTION MAY VARY C1010.115 PARTITION TOP - BRACED 6" ABOVE CEILING 11/2" =1'-0' STRUCTURE ABOVE FASTENERS AT 12' OC ALONG TRACK INTO CONCRETE PER FASTENER DETAILS. PROPRIETARY FIRE -TRACK METAL -STUD FRAMED PARTITION PER FLOOR PLANS CONSTRUCT HEAD -OF -WALL TO UL DESIGN HWD-0060 OR APPROVED EQUNILENT FORMING MATERIAL: 1 1/4" THICK MINERAL WOOL BATTS (8 PCF) AT 3' WIDE JOINT - EACH SIDE FILL MATERIAL: SPRAY -APPLIED SEALANT OVERLAPPING DECK 1/2' MINIMUM AND OVERLAPPING GYPSUM BOARD 1" MINIMUM - EACH SIDE 4' STRIP OF GYPSUM BOARD (AT 1-HR FIRE - RATED PARTITION ONLY) TO PROVIDE 1 1/4" WIDE LEDGE FOR SUPPORT OF FORMING MATERIAL. (2) APPROPRIATE METAL FASTENERS AT EACH ZEE INTO CONCRETE OR METAL DECKING CONSTRUCT HEAD -OF -WALL TO UL DESIGN HW-D-1059 OR APPROVED EQUIVILENT PARTITION HEAD (FIRE -RATED) 1 112 •1'-O" TYPE Al: 25 GAUGE x6" HIGH CONTINUOUS METAL PLATE TYPE A2: 25 GAUGE x8" HIGH CONTINUOUS METAL PLATE TYPICAL METAL STUD FRAMING -REFERENCE PARTITION TYPES AND SPECS FOR STUD DEPTH AND GAUGE THREE 3/4" #10 LOW PROFILE PAN HEAD SHEET METAL SCREWS AT EACH STUD. TYPICAL C1010.120 BACKING PLATE TYPE 'A' 11i2" =1,-0' TYPE CI: 4" 400T150.54 RUNNER TRACK (OR EQUAL) WELDED TO CONTINUOUS 14 GAUGE BY 6" METAL PLATE AND EXTENDING OVER 3 STUDS SPACED ©16" O.C. MINIMUM TYPE C2: SAME AS TYPE Cl EXCEPT EXTENDING OVER 4 STUDS MINIMUM -- FOUR 3/4" #10 LOW PROFILE PAN HEAD SHEET METAL SCREW AT EACH STUD, TYPICAL ©6" O.C. MAX. 1/4- MAX. GAP BETWEEN RUNNER TRACK AND VERT. STUD C- STUD EXTENDING TO STRUCTURE ABOVE AND AT PARTITION UP TO 12-0" HIGH: WELD PAIR OF C-STUDS FULL HGT. WELD RUNNER TRACK TO CONT PLATE TOP & BOTTOM WELD PLATE TO VERTICAL STUD(S) \ TOP AND BOTTOM C1010.122 BACKING PLATE TYPE 'C' 11/ "=1'-0' LL 11 EQU DEFLECTION HEAD TRACK -- (2) #8 TEK SCREWS OR APPROVED SIMILAR (1) EACH SIDE SELF TAPP NG #8 PAN HEAD TEK- SCREWS, OR SIMILAR © 24" MAX o.c. METAL STUD PER PARTITION TYPE 24" MAX GYP BOARD AS INDICATED PARTITION TOP -TRACK FASTENING (NON -RATED) 6' = l'-0" GYP BOARD INSULATION #8POWDER-ACTUATED FASTENERS WITH WASHER, EMBED AT 1" MIN INTO CONCRETE @ 24" MAX o.c. METAL STUD METAL TRACK CAULK AS REQUIRED CEMENTITIOUS FLOOR SELF LEVELING TOPPING EXISTING SLAB ON GRADE PARTITION FLOOR -TRACK FASTENING 6" =1'41" TYPE B1: 6' 600T150-54 RUNNER TRACK (OR EQUAL) NOTCHED AROUND STUDS AND EXTENDING 3' EACH SIDE BEYOND ONE PAIR OF STUDS SPACED 16' O.C. MAX TYPE B2: SAME AS TYPE B1 EXCEPT COVERING TWO OR MORE PAIRS OF STUDS VERTICAL C-STUDS FLANGES TO BE CONTINUOUS THREE 314" #10 LOW PROFILE PAN HEAD SHEET METAL SCREW AT EACH STUD C1010.121 BACKING PLATE TYPE'B' 1112' =1'-0" BACKING PLATED' BENT PLATE TO VERTICAL STUDS (1/8") — � 2-4 PARTITION -TYPES —BATT INSULATION SEAL ALL GAPS AND OPENINGS WITH FIRE CAULKING -- 5/8" TYPE X GWB EACH SIDE --3 5/8' x 11/4' 25 MSG (MN) METAL STUDS @ 24" oc MAX STC35(W/OINSULATION) STC-40 (W/ INSULATION) 1-HR FIRE -RATED: CONSTRUCT PER UL DESIGN U-419, U-465 OR APPROVED EQU IVLLET4T 31 a -- 5/8' GWB T/8" HAT CHANNELS © 16" OC. ORIENT VERTICAL OR HORIZONTAL AS APPROPRIATE. EXISTING CONSTRUCTION NO FIRE -RATING 41- 5/B' GWB EACH SIDE INSULATION IF INDICATED ON PARTITION TAG METAL STUDS @ 16' OC NO FIRE -RATING 5/8' GWB THIS SIDE — INSULATION IF INDICATED ON PARTITION TAG METAL STUDS @ 16" OC PLANS NO FIRE -RATING 5/8" GWB EACH SIDE CERTAINTEED QUIETROCK, SILENTFX OR APPROVED SIMILAR ACOUSTICAL INSULATION -- METAL STUDS CA 24"oc MAX SEAL GAPS AND OPENINGS ACOUSTICAL CAULKING CONSTRUCTED PER U-419 OR U-465 ASSEMBLY TO ACHIEVE STC-50 MIN - NO FIRE RATING BACKING PLATES FOR CASEWORK. MILLWORK AND/ OR EQUIPMENT: 1. UTILIZE BLOCKING PLATES PER DETAILS, ELEVATIONS OR OTHER DRAWINGS. WHERE NOT INDICATED USE BLOCKING DETAILS Al THRU D AS SCHEDULED BELOW. 2. COORDINATE LOCATION, LENGTH, HEIGHT, AND NUMBER OF BACKING PLATES REQUIRED WITH ITEM TO BE MOUNTED. 3. FOR METHOD OF ATTACHMENT OF ITEM TO BE MOUNTED, REFER TO THE CORRESPONDING DETALS OR PER THE INSTRUCTIONS PROVIDED BY THE MANUFACTURER. IN CASE OF DISCREPANCIES, UTILIZE THE MORE STRINGENT CONDITION OF THE TWO. PROVIDE TYPE Al OR A2 BACKING PLATES: • AT SMALL ITEMS REQURING BACKING SOLELY FOR ATTACHMENT: DOOR STOPS, BUMPER RAILS, CRASH RAILS, SURFACE MOUNTED LIGHTS, ETC. (SELECT TYPE Al OR A2 BASED ON DIMENSIONS OF ITEM TO BE MOUNTED.) • AT WALL -MOUNTED EQUIPMENT AS INDICATED ON THE DRAWINGS • AT SMALL ITEMS (SUCH AS TOILET ACCESSORIES, MIRRORS, COAT HOOKS, ETC.) WHICH WEIGH, OR SUPPORT WEIGHTS OF LESS THAN 50 POUNDS TOTAL. (SELECT TYPE Al OR A2 BASED ON DIMENSIONS OF ITEM TO BE MOUNTED.) PROVIDE TYPE B1 BACKING PLATE: • AT ALL BASE CABINETS • AT ALL FULL HEIGHT CABINETS • AT WALL -MOUNTED ADJUSTABLE SHELVING PROVIDE TYPE B2 BACKING PLATE: • AT ALL UPPER WALL -HUNG CABINETS WITH HEIGHT LESS THAN 30' ABOVE COUNTER BELOW. • AT ALL UPPER WALL -HUNG CABINETS WITH NO MORE THAN ONE INTERMEDIATE SHELF • AT ALL WALL -MOUNTED HANDRAILS • AT ALL WALL -MOUNTED GRAB BARS • AT WALL -MOUNTED EQUIP WHICH WEIGHS - OR SUPPORTS WEIGHT, WHEN FULLY LOADED - LESS THAN 200 POUNDS TOTAL AM) WHERE THAT WEIGHT IS DISTRIBUTED SO THAT THE PARTITION SUPPORTS A MAXIMUM OF 100 POUNDS PER LINEAR FOOT PROVIDE TYPE Cl BACKING PLATE: • AT ALL UPPER WALL -HUNG CABINETS WITH HEIGHT OF 30" OR GREATER • AT AU. UPPER WALL -HUNG CABINETS WITH MORE THAN ONE INTERMEDIATE SHELF PROVIDE TYPE C2 BACKING PLATE: • AT WALL -MOUNTED EQUIPMENT WHICH WEIGHS - OR SUPPORTS WEIGHT, WHEN FULLY LOADED - LESS THAN 400 POUNDS TOTAL AND WHERE THAT WEIGHT IS DISTRIBUTED SO THAT THE PARTITION SUPPORTS A MAXIMUM OF 200 POUNDS PER LINEAR FOOT PROVIDE TYPE D BACKING PLATE: • AT WALL -MOUNTED EQUIPMENT WHICH WEIGHS - OR SUPPORTS WEIGHT, WHEN FULLY LOADED - MORE THAN 400 POUNDS TOTAL AND WHERE THAT WEIGHT IS DISTRIBUTED SO THAT THE PARTITION SUPPORTS A MAXIMUM OF 200 POUNDS PER LINEAR FOOT — 1/4" THICK BENT STEEL PLATE BENT PLATE TO VERTICAL STUDS (118") - . 2-4 WELDED PAIR OF C-STUDS EXTENDING TO STRUCTURE ABOVE C1010.123 BACKING PLATE TYPE 'D' 1 112' =1'-0" 1/8"-- PARTITION WIDTH 1/8" p PARTITION CAP - SOLID SURFACE 6' =1'-0" J. INSIDE c4BNEB k a GYPSUM BOARD (WITH LEAD -LINING) CONTINOUS THRU TO FAR FACE OF STUD FRAMING LEAD BATTEN -2" WIDE x T-0" HIGH, TYPICAL PROTECTION AT GWB FASTENERS TYPICAL GYPSUM BOARD (NO LEAD - LINING) AT FACE OF ADJACENT ROOM C1010.20 LEAD-LIN 3'=1•-0" CAP WITH EASED EDGES - STONE, RECONSTRUCTED -STONE, OR SOLID -SURFACE MATERIAL, PER PLANS, ELEVATIONS, AND SCHEDULES HARDWOOD PAINT FLAT BLACK EDGE BEAD PARTITION CONSTRUCTION AND WIDTH MAY VARY PARTITION -TYPE LEGEND PARTITION CORE -TYPE AND SIZE AL a STEEL S0 S1 S2 S3 84 S8 = 7/8' FURRING CHANNELS = 1518' STUDS = 21/2" STUDS = 3 5J6' STUDS = 4"STUDS = 6" STUDS (OR 6' TRACKS) = 8" STUDS (OR 8' TRACKS) WOOD W4 = 2X4 WOOD FRAMING (31/2") W6 = 2X6 WOOD FRAMING (51/T) W8 = 2X8 WOOD FRAMING (71/4") PARTITION INSULATION AND/OR LEAD LINING A L AL TL NO INSULATION OR LEAD LINING ACOUSTICAL INSULATION LEAD LINING 2#-4# PER PHYSICIST REPORT ACOUSTICAL INSULATION AND LEAD LINING THERMAL INSULATION AND LEAD LINING PARTITION VERTICAL CONFIGURATION (DETAILED ON THIS SHEET) PARTITION ASSEMBLY (DETAILED ON THIS SHEET} PARTITION -TYPE: VERTICAL CONFIGURATION LEGEND AT FIRE -RATED PARTITION AT NON -RATE PARTITION z L O. 0 z a tull•bafer partition ALL (GYPSUM) BOARDS BOTH SIDES EXTEND FULL - HEIGHT. FRAMING (AND INSULATION WHERE OCCURS) EXTENDS FULL -HEIGHT. SHIELDED ROOK, NON -SHIELDED ROOM b standard partition AU. (GYPSUM) BOARDS ALL SIDES EXTEND PARTIAL - HEIGHT. FRAMING EXTENDS FULL -HT, DR IS BRACED TO STRUCT, QB BRACED TO PARTITIONS EA END. • �2 • CONTRACTOR MAY ELECT TO BRACE PARTITION IN LIEU OF EXTENDING FRAMING TO STRUCTURE ABOVE WHERE PARTITION CANNOT BE BRACED BY STABLE PARTITIONS AT EACH END, PROVIDE CANTELEVERED STRUCTURE PER DETAIL C partial -height partition PARTITION NOT BRACED BY STRUCTURE ABOVE. LEAD BATTEN - 2" WIDE x T-0" HIGH, TYPICAL PROTECTION AT GWB FASTENERS GYPSUM BOARD (WITH I LEAD -LINING) ON LEAD - LINED ROOM SIDE TYPICAL GYPSUM LEAD -LINING) AT F ADJACENT ROOM GYPSUM BOARD - SHIELDING LAYOUT PARTITION AS INDICATED FULLY RECESSED FIRE EXTINGUISHER CABINET VERIFY R.O. WITH SPECIFIED CABINET TYPICAL FULLY RECESSED FEC 3'=1'-0" D18-02 i PARTITION CANTILEVERED FROM FLR-SLAB OR BRACED TO PARTITIONS EACH END. HIGH, TYPICAL PROTECTION AT GI* FASTENERS GYPSUM BOARD (WITH LEAD -LINING) CONTINOUS THRU TO FACE OF GYPSUM Mrk. OUTSIDE HIGH, TYPICAL PROTECTION AT GW8 FASTENERS - TYPICAL GYPSUM BOARD (NO LEAD -LINING) AT FACE OF ADJACENT ROOM LEAD LINED PARTITION AS SCHEDULED LAP CONDUIT LEAD OVER BOX LEAD LEAD LINED BOX OR PANEL tt City of Tukwile I BUILDING DIVISION I C1010.33 LEAD LINED BOX OR PANEL • tgba PROLIANCE BONE & JOINT URGENT CARE TUKWILA, WA 98188 LEGENDS - PARTITIONS ISSUANCE No. Description Date i PERMIT SET 07/09/18 PERMIT CORRECTIONS #1 07/30/18 PROJECT INFORMATION PROJECT NUMBER: 18003 PROJECT LEAD: Designer DRAWN BY: Author CRS N/A SHEET NO A6.03 SSM-1 2 cn c w m 0 0 E 0 O m D m 10 U to . co TGLASS PANEL SYSTEM II II I RADIUS 32.101/16' RECEPTION 104 - WAITING 102 114'=1,-0' RADIUS 32.1' MA WORKSSTATION -105 CORRIDOR 1W=T-0' I-1E0 30 30 re 3'•4" 1 LI ,24 3 256M .. 126 36 36 36 24 24 CONTROL 117 - E 1/4" =1,-0" 0 302 48 36 15 3'-5' I 16 30 24 300 24 36 15 24 302 48 36 15 b PLAM SOFFIT OPEN BACK CUT SHELVES SHORT FOR CORD MANAGMENT PLAM SOFFIT UNDER CABINET LIGHTING TACK BOARD MOUNTED CPU, TYP 16 30 24 PHYSICIAN'S OFFICE 127 - W 1/4'=ra' PLAM SOFFIT 3 THROUGH CABINET GLOVE DISPENSER PULLAUT WORKSPACE MOUNTED 1I 19 30 15 36 30 DOOR WITH REMOTE ACTUATOR FULLPANEL - RECESSED 14' FOR KNEE -TO -KNEE PLAM SOFFIT GLASS PANEL PARTITION SYSTEM — TRANSACTION TOPS AT RECEPTION SOLID SURFACE MATERIAL AND THIS ONE DESKTOP 42 - MOUNTED CPU, TYP k i J I 123D71B 30 4 RECEPTION 1204 1/4" = 21 36 13 • UNDER DESK DORM SIZE FRIDGE -DESK / v- \ -,- — I — I , ,, .• i. V� _ it:. i JOW N_ _II_J� TAO ( BOARD tJ2J ��- 30 30 24 24 EQJr L EQ 1 1 EQ 30 30 24 24 MA WORKSTATION 105 - S 1/4' =1'-0" I BARN DOOR 1- Icess>` iii .r.1,*1.-IiiN CPU, TYP — ®15 � 7-0" 236 4 �{ PRINTER IN -WALL SUPPORT PROCEDURE 118 - W 1/4' =1'-0' C • Oilie 2.81/8" T-11" 2-81/8" Eel EQ PHYSICIAN'S OFFICE 127 - N 1/4'=1'A' MICROWAVE SHELF 3 THRU CABINET GLOVE DISPENSERS STERILIZER GEL VERIFY FILL METHOD WITH UPPER CABIENTS - - TELEPHONE CLR 334 $'6'ACCESSIBLE EQ i iU ❑ L_J MOUNTED CPU, TYP 3C 127 L301J 36 19 35 15 142 3 340 24 24 STAFF LOUNGE 120 - N 1/4' =1'-0' F LTERED INSTA HOT & COLD GARBAGE DISPOSAL ® 1202J L l 36 36 36 15 15 Ind 30 24 WALL PROTECTION ALL 3 ALCOVE WALLS TO AFF -TACK BOARD RECEPTION 104 -N 1/4' =1'-0" EQ EQ MIRROR, fir- I VERIFY ----- EYE WASH 8 C HAND WASH CORNER GUARDS, TYP M213641 15 15 PLAM SOFFIT LEL 36 21 15 ALCOVE 108 - W U4" =1'-0" I V311 V311 V3 11 V311 V311 V3 1 12 12 12 12 12 12 86 86 86 86 86 86 18 18 18 18 18 18 , .` , , , • , , • / , • ,`, D STAFF LOUNGE 120 - W 1/4' =1'4P Cirt3462 21 0, m 0__ i CAST ROOM 129 - S 44 18 334 6 36 36 3624 24 3624 1S•8' 1/4" = 1'-O" -- 30"D PANEL COMPLETELY OPEN TO TRASH BELOW, TRASH TO SLIDE OUT ON FLOOR, NO OBSTRUCTIONS. FULL FINISHED BACK PANEL FROM FLOOR TO UPPER - PL•X. SHARPS 2 TRASH CONTAINERS 24WX18DX38HAND ♦ BIO WASTE BOXES, VERIFY BOX SIZES INTEGRAL TOE KICK, CABINET OPEN TO FLOOR 5I8' PLASTER TRAP FOOT CONTROLS CJ 40 36 12111 16 16 30 30 24 24 { 1'-3" jr L Jr 2-6" 4/-1'-1 1N8' WEIGHING STATION 1/4'=1'-0' a 48 36 SITE VERIFY\ COONDITIONSIONS IN EACH EXAM ROOM AS SOME WALLS JOG TO MULLIONS AND THIS CABINET WILL NEED TO BE NARROWER AND N FILLET WIDER. T b 36 30 15 023B 1302 1 36 15 15 38 36 24 RECEPTION 104 - E itcr 1.302136 30 15 <~ n in as - `, ai, i i " 1 15 4 'f 36 36 24 24 4'•7 314' PLAM SOFFIT 3 THRU CABINET GLOVE DISPENSERS IN -WALL SUPPORT - MOUNTED CPU, TYP EXAM ROOM 112 —116 W TYP. (MIRROR EXAM 111 E) 1/4' =1'41' 24 36 36 M ♦ :e\-®s- �I IL :e---� �LL= s� _ —.— _ F I I rqll — ®o ; — o a L - 30 24 3'•5' 24 ' 74PHYSICIAN'S OFFICE 127 - E 1/4" = 1'-0'. STORAGE HSKP 126 W 1/4'=1'-0' PLAM SOFFIT UNDER CABINET LIGHT - TACK BOARD MOUNTED CPU, TYP r 4' CoCOMPLIANCE fir "I"i(.`VEC) 1 2C18 1 I-4w G9 Tukwila i UUILcING DIVISION STORAGE HSKP 126 - S 1/4' =1'-0" tgba t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED h ARCHITECT 'L RENT `• STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 INTERIOR ELEVATIONS ISSUANCE No. _ Description 1 PERMIT SET Date 071091118 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Designer. Author CRS # N/A SHEET NO A7.01 n1 R-n2n3 PATIENT TLT 132 - N PATIENT TLT 132 - E 114" =1'-0" GENERAL NOTES: TYPICAL OF EXISTING MEN'S AND WOMEN'S RESTROOMS, SITE VERIFY: \e/ • • PATIENT TLT 132 - S • NEW PARTITIONS - SAME SIZE. INTENT THROUGHOUT IS TO USE/COVER EXISTING HOLES WITH NEW PARTITION AND ACCESSORIES. • ALL NEW ACCESSORIES • REPLACE ALL ACCESSORIES IN SAME LOCATIONS AS OLD: TOILET PAPER DISPENSER WTIH SHELF, SANITARY BARS, COAT HOOKS ON STALL DOORS, SOAP DISPENSERS, PAPER TOWEL DISPENSERS, BABY CHANGING STATION AND TOILET SEATS. • 3 GRAB BARS EXIST, VERIFY PROPER INSTALLATION • IF TO REMAIN, MATCH NEW WITH EXISTING. • ALL TOILET SEAT COVERS AND TOILET TISSUE DISPENSERS W/ SHELF EXIST, VERIFY IF THEY ARE ALL IN GOOD WORKING CONDITION • DEEP CLEAN EVERYTHING. • PAINT COVE BASE TILE WITH SCUFFMASTER TILE PAINT, VERIFY PRODUCT. INSTALLATION METHOD, AND COLOR WITH DESIGNER • REPLACE MIRRORS - SIZE TO MATCH • REPLACE SCONCES WITH NEW PER LIGHTING SCHEDULE • REPLACE EMERGENCY LIGHTS AND EXHAUST FANS • REPLACE MENS ROOM DOOR HARDWARE TO MATCH WOMENS ROOM DOOR. • REMOVE AND REPLACE WALL COVERING ABOVE TILE. MEN'S ROOM - E 1/4' = WOMEN'S ROOM - N 1/4' =1'-0" 1 WOMEN'S ROOM - S 1/4'=T-0' -r PATIENT TLT 132 - W iu -1.0 NAPKIN TRASH, TOILET SEAT COVER DISPENSER, GRAB EXCEPTIONS: AND CAN BE REFILLED. OTHERWISE REPLACE WITH NEW. MEN'S ROOM - N 1/4" =1'-0" WOMEN'S ROOM - W 114" = 1'-0' PLAM SOFFIT VERIFY FILL METHOD WITH UPPER CABIENTS - MEN'S ROOM - S 114' = 1'-0" i 1301 I2 24 30 36 36 15 13 L 2J 36 36 15 �3D2_ 3 366 15 1Oil 2 364 15 ... -,r- gilt Il"Ill ® 12121 13E1 15 36 36 36 34 34 34 34 24 24 24 24 PT WORKSPACE 114'=1'-0' 0 MEN'S ROOM - W 1/4' =1'-0- I3o21 48 36 15 3 360 15 48 36 15 ,• • —e •l e =-==-a- -l----�� @ .. 20 PT OFFICE - E 1/4" = 1'-0' 0 WOMENS ROOM - E 114" =1'-0' 0 I 48 36 -`----._ i —---=�''' l ?l====- y _JIec6— _.1IS_ PT OFFICE - W 114"=1'-0" D18-0203 TOILETS AND DRINKING FOUNTAINS (AND WATER COOLERS) - TYPICAL CLEARANCES AND MOUNTING LOCATIONS 54" MIN , 42" MIN ♦ 12' MAX 39' TO 41" VGBII! - 3 HGB GRAB BAR ♦ LOCATIONS ON GRAB -BAR WALL TOP OF BAR BOTTOM OF BAR TOP OF BAR 1: 0 0 • %Z ACCESSORY 42" MAX ♦ LOCATIONS ON 24"MIN GRAB•BARWALL TPD (TYPE MAY VARY) is ...� y •,. I: z 20 SN 42" MAX 24" MIN SN ACCESSORY LOCATIONS ON R WAL GRAB BARS WILL OCCUR ONLY AT AMBULATORY ACCESSIBLE STALL 1 F `' 12' MIN ♦ / 24" MIN ♦ oar- TSCD BACK -WALL 06111611 LOCATION -MANUAL FLUSH (WHERE OPEN SI OCCURS)ON DE %_ Z o BACK -WALL ACCESSORIES LOCATION TSCD MOUNTING HEIGHTS FOR TOILET -STALL ACCESSORIES MD PLUMBING FIXTURES (ACTUAL SITUATIONS MAY BE MIRROR -IMAGE OF THOSE INDICATED) 0 0 U • ce w r Q ! _ 3 0 U, do 1—U 2 0 Z Z 3 zp e_ 5 m Q (�O •l% Q to N FLOORPLAN CLEARANCES FOR PLUMBING FIXTURES 66" MIN TOE CLEAR 36" CLEAR 17' TO 19' ♦ ♦ 1TT019" V3"MIN-- 1'-3" MIN LIP AT 17"1 M y AFFIMAX Z H 5 1'-3" MIN 1'4' MIN - - / HIGH -LOW ELECTRIC WATER COOLER (EWC) 8 HIGH -LOW DRINKING FOUNTAIN (DF). COMPRESSOR AND GRILLE(DASHED) AT WATER -COOLER ONLY. m • • --.• HIGHEST OPERABLE PART OR OUTLET ON ACCESSORY 9" TO 12" z -a SIGN IDENTIFYING TOILET FOR "MEN" OR "WOMEN", AND INCLUDING A PICTOGRAM, AND INCLUDING TEXT WITH BRAILLE HIGHEST BRAILLE LINE LOWEST BRAILLE LINE TOII ET -ROOM IDENTIFICATION SIGNAGE LOW POINT OF REFLECTIVE (MIRROR) SURFACE PTD SD • '- BABY PW CHANGING • STATION z ACCESSORY HEIGHTS. LAVATORY HEIGHT. AND WATER -SPOUT HEIGHTS • EXAM ROOM ACCESSORY PLACEMENT t 4'-0" ♦ ♦ ♦ 6" BETWEEN GEL BETWEEN GEL DISPENSER AND DISPENSERS IGNITION SOURCE SUCH AS ELECTRICAL SWITCH OR ELEC RECEPTACLE HIGHEST OPERABLE PART C. • GEL DISPENSERS 4'-0' MINIMUM ♦ BETWEEN GEL DISPENSERS ij tc L 8' MIN DISTANCE FROM / IGNITION SOURCE INCLUDING ELECTRICAL DEVICES INCLUDING SWITCHES AND RECEPTACLES SIGNAGE (WHERE OCCURS) RELATED TO TELEPHONE (AREA OF RESCUE ASSISTANCE) ... --4 4-1 TELEPHONE DATA PLATE (BEHIND PHONE) 6' UNLESS OTHERWISE REQUIRED BY BUILDING OR INSTUITUTION STANDARD Er • SIGN TELEPHONE (WITH SIGNAGE) ROOM IDENTIFICATION SIGNAGE - - - .--- -- WALL-MTD ITEMS WITH LESS THAN 1 112" MAX f PROTRUSION (SUCH AS CHAIR RAILS AND CRASH RAILS) MAY BE MOUNTED BENEATH GEL DISPENSERS — MOVEABLE ITEMS, AND FIXED ITEMS PROJECTING MORE THAN 1 1/2' FROM THE WALL CANNOT BE PLACED BENEATH GEL DISPENSERS GEL DISPENSERS MTG-HEIGHT WHERE ONE IS INDICATED HLGHESTPART _OF..-.-_- - f HOOK OR MTG-PLATE !CH CH 1 MTG-HEIGHT WHERE SECOND ONE IS INDICATED BELOW FIRST • • PAT HOOKS & ROBE HOOKS SHARPS PTD-2 SD 2 — FIRE EXTINGUISHER AND CABINET (FEC) FIRE EXTINGUISHER (WALL-MTD WITH BRACKET) (FE) FIRE EXTINGUISHERS EXAM CASEWORK (MAY OCCUR UNDER WALL-MTD ACCESSORIES) 3 APPROv'ED'' r; ,118 1a wsEy c4 Tukwila 1:lILD'piG C-i�Jisl:�N ACCESSORIES AT EXAM ROOMS • ft tgba t 425.778.1530 21911 76th Ave W-Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED CHITECT 1. TL.I NTEY STATE OF WASHINGTON L-` PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 INTERIOR ELEVATIONS AND TYP MOUNTING LEGENDS ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 f..• PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: _ DRAWN BY: 18003 Designer Author CRS # N/A SHEET NO A7.02 s ADJUSTABLE SHELF ADJUSTABLE SHELF1 ♦ ♦ — ♦ I 3" TOE KICK TWO ADJUSTABLE SHELVES TYPICAL BASE CABINET - WITH DOOR 1"=1'-0' DIMENSION OF CASE WITHOUT DOORS, TO MATCH DIMENSION OF CASEWORK WITH DOORS TWO ADJUSTABLE SHELVES TYPICAL BASE CABINET - OPEN ♦ ♦ 1'47 SOFFIT A- I r ADJUSTABLE SHELF 1-6" P ADJUSTABLE ' SHELF SHLF APPROXIMATELFIXEDEATY MID -HEIGHT OISIMisismaill ADJUSTABLE SHELF ADJUSTABLE SHELF IA CEILING -TYPE VARIES SCRIBE STRIP AT TOP L 1- -3"TOE KICK i i ♦ • UPPER CASEWORK CEILING MAY BE GYP BD OR ACP (SEE CEILING PLANS) SCRIBE CASEWORK TIGHT TO PLASTIC -LAMINATE SOFFIT/FASCIA CABINETS TO ACP CEILING OR GYPSUM BOARD CEILING CEILING MAY BE GYP BD OR ACP (SEE CEILING PLANS) - - GYPSUM BOARD SOFFIT/FASCIA WHERE OCCURS: SEE INTERIOR ELEVATIONS AND CEILING PLANS. SOFFIT MAY CONTINUE PAST FACE OF CABINETS, IF INDICATED ON CEILING PLANS SCRIBE CASEWORK TIGHT TO SOFFIT TO CEILING CABINETS TO GYP BD SOFFIT/FASCIA CEILING MAY BE GYP BD OR ACP (SEE CEILING PLANS) UPPER CASEWORK SCRIBE PLASTIC -LAMINATE SOFFIT/FASCIA TIGHT TO CEILING PLASTIC -LAMINATE CASEWORK SOFFIT/FASCIA WHERE OCCURS. FASTEN TO WALL FRAMING OR BLOCKING SCRIBE CASEWORK TIGHT TO PLASTIC -LAMINATE SOFFIT/FASCIA CABINETS TO PLASTIC -LAMINATE SOFFIT/FASCIA, AND PLASTIC - LAMINATE SOFFIT FASCIA TO CEILING (CEILING MAY VARYI TOP OF CAB NETS WILL CONFORM TO ONE OF THE CONDITIONS ABOVE, SEE INTERIOR ELEVATIONS AND CEILING PLANS TO DETERMINE CONFIGURATION. TYPICAL UPPER CABINET - AT SOFFIT 1'3" 1'-1" i SOFFIT ADJUS'ABLE SHELF TYPICALUPPER CABINET IF CABINET HEIGHT IS < 24' PROVIDE 1 SHELF, IF CABINET IS>24' PROVIDE 2 SHELVES TYPICAL UPPER CABINET 11/2' =1'-0" PER INTERIOR ELEVATIONS k PER INTERIOR ELEVATIONS 1'-3" SOFFIT 1'-3" CABINET 1%0" MIN INSIDE A'JST :E H F II • SOFFIT MATERIAL MAY BE GYPSUM BOARD OR PLASTIC LAMINATE PER INTERIOR ELEVATIONS SCRIBE STRIP AT TOP DIMENSION OF CASE WITHOUT DOORS, TO MATCH DIMENSION OF CASEWORK WITH DOORS ONE ADJUSTABLE SHELF FOR CABINETS BETWEEN 12' AND 24" IN HEIGHT. TWO ADJUSTABLE SHELVES FOR CABINETS TALLER THAN 24'. VALANCE FOR CONCEALED LIGHTING IF INDICATED ON DESIGN DRAWINGS. DOOR BOTTOM TO BOTTOM OF VALANCE INTERIOR ELEVATIONS LEGEND - FOR CASEWORK ITEMS PROVIDE SCRIBE STRIP AT CEILING AND AT WALLS WHETHER INDICATED OR NOT. SOFFIT SIDE -SCRIBE STRIPS, UPPER CABINET SCRIBE STRIPS, AND LOWER CABINET SCRIBE STRIPS SHALL ALIGN. L000.3 .""". CABINET TAG INDICATING CABINET TYPE / 12—WIDTHININCHES 12 — HEIGHT IN INCHES 12 DEPTH IN INCHES WALL -MOUNTED ELECTRICAL RECEPTACLES, SWITCHES AND SIMILAR ELECTRICAL DEVICES ARE INDICATED AND LOCATED/DIMENSIONED ON THE INTERIOR ELEVATIONS WHEN THEY OCCUR ABOVE OR BELOW CASEWORK THESE DIMENSIONS SUPERSEDE THOSE ON THE ELECTRICAL DRAWINGS. NOTIFY THE ARCHITECT REGARDING QUANTITY DISCREPANCIES. > - WHERE INDICATED THUS, PROVIDE DIGITAL -LOCK AT SINGLE DOOR, LOCK AND ELBOW CATCH AT PAIR DOORS 112-1 - WHERE INDICATED THUS, PROVIDE /-6 \N PROVIDE SIDESPLASH WHERE I ABUTS WALL ' LOCATION PER FOR BASE CABINETS, HEIGHT ANTERIOR E EVATICN DIMENSION INDICATES COUNTERTOP HEIGHT KEYED -LOCK AT SINGLE DOOR, LOCK AND ELBOW CATCH AT PAIR DOORS WHERE INDICATED THUS, PROVIDE LOCK AT DRAWER. PROVIDE 1' OVERHANG EACH WAY, AND 1 1/2" RADIUS COUNTERTOP CORNER HERE, WHETHER INDICATED OR NOT, EXCEPT WHERE EQUIPMENT I$ _INDICATED ADJACENT PROVIDE TOE -KICK AT SIDE, WHETHER INDICATED OR NOT, EXCEPT WHERE EQUIPMENT IS INDICATED ADJACENT r Cr - 1' WALL -MOUNTED ELECTRICAL RECEPTACLES, SWITCHES AND SIMILAR ELECTRICAL DEVICES ARE INDICATED AND LOCATED/DIMENSIONED ON THE INTERIOR ELEVATIONS WHEN THEY OCCUR ABOVE OR BELOW CASEWORK. THESE DIMENSIONS SUPERSEDE THOSE ON THE ELECTRICAL DRAWINGS. NOTIFY THE ARCHITECT REGARDING QUANTITY DISCREPANCIES. --------- ALIGN UPPER CABINETS AND LOWER CABINETS LOCATION PER INTERIOR ELEVATIONS • i CASEWORK NOTES UNLESS OTHERWISE NOTED 1. FIELD VERIFY SPACE AVAILABLE AT CASEWORK LOCATIONS PRIOR TO CASEWORK FABRICATION. 2. ALL CASEWORK SHALL BE FABRICATED PER ARCHITECTURAL WOODWORK STANDARDS (AWS). 3. PROVIDE A 1 1/2' RADIUSED EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED COUNTERTOP CORNERS. 4. FOR PRICING PURPOSES PROVIDE ONE CORD GROMMET FOR EACH 36" OF OPEN -BOTTOM COUNTERTOP (MINIMUM OF ONE GROMMET PER SPAN). FABRICATE CASEWORK WITH NO CORD HOLES OR GROMMETS. PROVIDE CORD HOLES AND GROMMETS IN INSTALLED CASEWORK AS FIELD -DIRECTED BY ARCHITECT. GROMMETS SHALL BE 3' DIAMETER BLACK -PLASTIC WITH REMOVABLE NO -HOLE COVER. 5. COUNTERTOP SUPPORT METAL- BRACKETS (AS DETAILED) SHALL BE PROVIDED BY CASEWORK FABRICATOR FOR PRICING PURPOSES PROVIDE SHELF SUPPORTS AND BLOCKING SO THAT NO COUNTERTOP SPAN EXCEEDS 48" WHETHER INDICATED ON ARCHITECTURAL DRAWINGS OR NOT. CASEWORK -SUBMITTAL DRAWINGS SHALL INDICATE EXACT LOCATION OF EACH COUNTERTOP SUPPORT, FOR APPROVAL AND EQUIPMENT COORDINATION BY ARCHITECT. 6. INSTALL METAL BLOCKING FOR ATTACHMENT OF CASEWORK, AS INDICATED, PER AWS STANDARDS, AND AS DIRECTED BY CASEWORK FABRICATOR. 7. CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ALL PLUMBING FIXTURES, PLUMBING ACCESS, ELECTRICAL DEVICES, AND SIMILAR, WHETHER IN THE CASEWORK OR ADJACENT TO THE CASEWORK, PRIOR TO FABRICATION OF THE CASEWORK I'-1' MIMMUM CASEWORK BOTTOMS 11/2" =1'-O" ♦ UNDERCABINET LIGHT FIXTURES) ADJACENT CABINETS MAY OR MAY NOT HAVE UNDERCABINET LIGHT AND VALANCE UNDERCABINET LIGHT AND VALANCE 1 1/2' RADIUS CORNER (IN PLAN) AT EACH END OF SHELF MICROWAVE SHELF +. 1'-51(T DEPTH OF TYPICAL 1.6 CF MICRO RECESSED -TYPE ELECTRICAL RECEPTACLE +/-1141/2'• 1' 6" i SOFFIT PER ELEVATIONS 1.4 CU FT TO 1.6 CU FT COUNTERTOP MICROWAVE CONFIRM DIMENSIONS WITH OWNER CODE COMPLIANCE APPROVED ( City of Tukwila BUILDING DIVIS'CSN1I CASEWORK FINISHES UNLESS OTHERWISE NOTED EXPOSED EXTERIOR AND EXPOSED INTERIOR VERTICAL LAMINATE SURFACES SHALL BE PL-1 SEMI -EXPOSED LAMINATE SURFACES SHALL BE WHITE MELAMINE SEMI -EXPOSED LAMINATE SHELVING SHALL BE WHITE MELAMINE, PVC EDGES COUNTERTOP LAMINATE SHALL BE PL-2 COUNTERTOP SOUDSURFACE SHALL BE SSM-1 COUNTERTOP METAL SUPPORTS SHALL HAVE BLACK SEMI -GLOSS PAINT FINISH RECEPTION DESK AND MA DESK FRONT FACADE PL-3 RECEPTION DESK AND MA DESK FRONT TOE KICK PL4 lh ZOIB UGHT VALANCE WHERE OCCURS 1" 34" HIGH LAVATORY COUNTERTOP WITH SCREEN ACCESSIBLE LAVATORY FIXTURE REMOVABLE PANEL ATTACHED WITH ROLLER CATCHES OR SIMILAR, CLIPS FOR PLUMBING ACCESS CLEAT ATTACHED TO SIDEWALLS OR SIDE PANELS -8' MIN CLEAR E2010.14 34" HIGH COUNTERTOP LAV - WITH SCREEN 1• =1'-0" • a 2 N ; CLEARANCE LINE } y✓�"-1" r 11" MIN CLEAR 36" HIGH LAVATORY COUNTERTOP WITH SCREEN ACCESSIBLE LAVATORY • FIXTURE REMOVABLE PANEL ATTACHED WITH ROLLER CATCHES OR SIMILAR, CLIPS FOR PLUMBING ACCESS CLEAT ATTACHED TO SIDEWALLS OR SIDE PANELS 8' MIN CLEAR • tgba t 425.778.1530 21911 76th Ave W.Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitectscom 1 REGISTERED CHITECT 1. RENT GREY STATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 DETAILS (CASEWORK) D18-0203 ISSUANCE No. Description 1 PERMIT SET Date 07/09/18 PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Desgner Author CRS # N/A SHEET NO TYPICAL FULL -HEIGHT CABINET - WITH DOOR ,•=1'-0" TYPICAL UPPER CABINET - OPEN 11/2• =1'4r TYPICAL UPPER MICROWAVE CABINET (M) 11/7 =1'4r E2010.44 36" HIGH COUNTERTOP LAV - WITH SCREEN 1-=1'-0" A8.11 48 z 2" SCREWS @ 24" o.c MAX CONT 7/8' HAT CHANNEL OVER C... THE LENGTH OF CURTAIN TRACK SUSPEND AS REQUIRED TUBE SPACER AT SCREWS t-- SUSPENDED CEILING GRID ACOUSTICAL CEILING PANEL SHIM/SPACER BETWEEN TRACK AND RUNNER (BEYOND) TO PREVENT DISPLACEMENT OF CEILING PANELS, AT TEGULAR PANELS ONLY CUBICLE -CURTAIN TRACK (SIMILAR TO KIRSCH 9600 SERIES, CLEAR ALUMINUM FINISH), WITH CARRIERS, EYES, AND HOOKS FOR CURTAIN ses FASTEN STRUT TO EXISTING 314' PLYWOOD DECKING (4) SELF TAPPING #8 @ 4' MAX o.c. PAN HEAD TEK• SCREWS OR SIMILAR BRACING WIRES FOUR #12 (MINIMUM)WIRES SPLAYED 90- DEGREES FROM EACH OTHER, AT AN ANGLE OF NOT EXCEEDING 45-DEGREES FROM THE PLANE OF THE CEILING COMPRESSION STRUTS FOR CEILINGS GREATER THAN 1000 SF, PROVIDE CISCA-COMPLIANT, CODE -COMPLIANT BRACING WITH COMPRESSION STRUT. COMPRESSION STRUT MAY BE USG DONN- BRAND COMPRESSION STRUT OR ANY OTHER APPROVED OR ENGINEERED SYSTEM, USING LIGHT -GAGE FRAMING, ELECTRICAL CONDUIT OR COLD -ROLLED STEEL SECTIONS. A SINGLE 21/7 X 1 1/4" 25 GAGE STUD (2505125.18) AS INDICATED, WILL SPAN UP TO 82' FASTEN STRUT TO SUSPENSION SYSTEM WITH APPROVED OR ENGINEERED FASTENERS 0 rly o 0 0 8" MAXI^( UNM CEILING -MOUNTED LIGHTING. AND CEILING -MOUNTED AIR TERMINALS AND SERVICES' ALL CEILING -MOUNTED LIGHTING FIXTURES, AND CEILING -MOUNTED AIR TERMINALS AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. PENDANT -HUNG LIGHTING FIXTURES, LIGHTING FIXTURES WEIGHING 56 LBS OR MORE, AND AIR TERMINALS AND SERVICES WEIGHING 56 LBS OR MORE SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE. AT INTERMEDIATE -DUTY SUSPENSION SYSTEMS ONLY , ONE #12 HANGER WIRE SHALL BE ATTACHED TO A GRID MEMBER WITHIN 3' OF EACH CORNER OF EACH LIGHTING FIXTURE. LIGHTING FIXTURES WEIGHING LESS THAN 56 LBS, AND AIR TERMINALS AND SERVICES WEIGHING 20 TO 56 LBS, SHALL HAVE TWO 12 GAGE HANGERS (SLACK WARES ALLOWED) CONNECTING THE ITEM TO THE STRUCTURE ABOVE. WALL OR PARTITION SUPPORTING PERIMETER OF SUSPENSIONS SYSTEM. CONSTRUCTION MAY VARY - FRAMED CONSTRUCTION WITH GYPSUM BOARD IS INDICATED. ATTACH (HEAVY-DUTY) CEILING GRID MEMBERS TO TWO ADJACENT WALLS, AND ALLOW 3/4" CLEARANCE TO CEILING GRID MEMBERS ON THEIR OPPOSITE WALLS. ACCOMPLISH BY MEANS OF 718' WALL MOLDINGS ALL AROUND WITH MFR'S SEISMIC CLIPS ALL AROUND. • PROVIDE HANGERS WITHIN 8" OF PERIMETER WALLS, ALL SIDES 7 MAXIMUM -ram AT CEILINGS OF 1000 SF OR GRATER PROVIDE CISCA-COMPLIANT SEISMIC BRACING WITH COMPRESSION STRUTS AT 12'-0" EACH WAY. ATTACH TO MAIN RUNNER. WITHIN 2" OF CROSS -RUNNER INTERSECTION. - - ACOUSTICAL CEILING PANELS NOTE THE FOLLOWING: FURNISH HEAVY-DUTY CEIUNG GRID (SUSPENSION SYSTEM) IN ACCORDANCE WITH ASTM C-635. INTERMEDIATE -DUTY SYSTEMS MAY BE PROVIDED WHEN REMODELING REQUIRES 'MATCHING EXISTING' AND THE EXISTING SYSTEM IS INTERMEDIATE DUTY. INSTALL CEILING GRID IN ACCORDANCE WITH ASTM C-636, INCLUDING PROVISIONS ON WIRE HANGERS, ATTACHMENT OF WIRE HANGERS. SPACING OF WIRE HANGERS, CARRYING CHANNELS, SPLICES. ASSEMBLY DEVICES, MID CEILING FIXTURES. INSTALL CEILING GRID IN ACCORDANCE WITH THE ADDITIONAL INFORMATION ON THIS DETAIL, WHICH IS A SUMMARY OF THE CISCA (ARCHITECTURAL) STANDARDS FOR SEISMIC ZONES 3 AND 4 (DESIGN CATEGORIES D, E, AND Fj. INSTALL CEILING -MOUNTED ITEMS AND FIXTURES, INCLUDING LIGHT FIXTURES, MECHANICAL SERVICES, CABLE TRAYS, CONDUIT AND SIMILAR IN ACCORDANCE WITH CISCA STANDARDS FOR SEISMIC ZONES 3.4. THIS MAY INCLUDE INDEPENDENT SUPPORT FOR SOME CEILING -MOUNTED ITEMS. PROVIDE CISCA-COMPLIANT SEISMIC BRACING AND COMPRESSION STRUTS ONLY IN CEILINGS OF 1000 SF 0R GREATER ( SEE ASCE 7-13.5.6.22 SECTION Cj IN CEILINGS WITHOUT LATERAL BRACING, PROVIDE FLEXIBLE CONNECTION FROM SPRINKLER BRANCH LINES TO SPRINKLER HEADS, IN LIEU OF OVERSIZED SPRINKLER OPENINGS IN CEILING IN CEILINGS GREATER THAN 2500 SF, PROVIDE 2" WIDE MINIMUM CEILING JOINT AS INDICATED AND DETAILED ON CEILING PLANS. A (2) EL TAP NG #8 ©)4" o.c. PAN HEAD TEK-SCREWS OR TO EXISTING 3/4' PLYWOOD DECKING 4' 4'X• ONG43"L ANGLE FASTENED TO STUD BRACE WITH 2 #10 SHEET -METAL SCREWS a IF EXISTING FIREPROOFING: DEMOLISH FIREPROOFING ONLY AS NECESSARY TO ATTACH NEW PARTITION HEAD OR BRACES. REPAIRIPATCH FIREPROOFING AFTER ATTACHMENT, SHADED, TYPICAL. 2 1/2' METAL STUD DIAGONAL BRACES (ALTERNATE WHERE POSSIBLE) @ 4-'0" OC BRACE FASTENED TO VERTICAL STUD FRAMING WITH 2 #10 SHEET -METAL SCREWS BLOCKING AS NECESSARY TO COMPLETE GYPSUM BOARD PERIMETER NAILING UNLESS OTHERWISE INDICATED 3518"METAL STUDS @16'OC SOFFIT OF METAL FRAMING AT 16' OC PER CEILING PLANS C3030.22 SOFFIT AT WALL =V-0" 2 1/2' METAL STUD DIAGONAL BRACES (ALTERNATE WHERE as POSSIBLE) @ 4-'0' OC sore as s a a a a as a as e a as ore a a e a e a a bib a a ea as a BRACE FASTENED TO VERTICAL STUD FRAMING WITH 2 #10 SHEET -METAL SCREWS -- BLOCKING AS NECESSARY TO COMPLETE GYPSUM BOARD PERIMETER NAILING UNLESS OTHERWISE INDICATED - 3 5/8" METAL STUDS @ 16"OC a air1 a SOFFIT OF METAL FRAMNG AT 16" OC a A5.03 6' PER CEILING PLANS C3030.21 SOFFIT (FLOATING) 1 1/2" =1'-0" 4' X 4" X 6" LONG 43 MIL ANGLE FASTENED TO STUD BRACE WITH 2 #10 SHEET -METAL SCREWS 1 ODE C1" 3rPIJ.:;NCE APPROVED city of Tukwila %3UiLa NG DIVISION 1 (2) SELF TAPPING #8 @ 4' o.c. PAN HEAD TEK-SCREWS OR SIMILAR TO EXISTING 3/4:" PLYWOOD IEo IN IF EXISTNG FIREPROOFING: DEMOLISH FIREPROOFING ONLY AS NECESSARY TO ATTACH NEW PARTITION HEAD OR BRACES. REPAIR/PATCH FIREPROOFING AFTER ATTACHMENT, SHADED, TYPICAL. 2 1/2" METAL STUD DIAGONAL BRACES (ALTERNATE WHERE POSSIBLE) @ 4-'0" OC BRACE FASTENED TO STUD HEADER WITH 2 #10 SHEET - METAL SCREWS BLOCKING AS NECESSARY TO COMPLETE GYPSUM BOARD PERIMETER NAILING CEILING AS SCHEDULED UNLESS OTHERWISE INDICATED - 3 5/8" METAL STUDS @ 16"0C tgba t 425.778.1530 f 425.774.7803 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 ERER GISTERED CHRECT Y \ TATE OF WASHINGTON PROLIANCE BONE & JOINT URGENT CARE 150 ANDOVER PARK W TUKWILA, WA 98188 DETAILS D18-0203 ISSUANCE No. Description Date 1 PERMIT SET 07/09/18 2 PERMIT CORRECTIONS #1 07/30/18 —' — --- —(- eef—i —5 T —C 4' Ctii,<.,; u -4- PROJECT INFORMATION__ PROJECT NUMBER: PROJECT LEAD: DRAWN BY: 18003 Designer Author CRS # N/A SHEET NO CUBICLE -CURTAIN TRACK (CCT) 6"=1%0" C3030.17 TYPICAL ACP CEILING SYSTEM 3' =1'-0' C3030.20 SOFFIT/HEADER 1117a1'-0" A8.31