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Permit D16-0063 - MULTICARE - TENANT IMPROVEMENT
MULTICARE 17275 SOUTHCENTER PKWY 160 D16-0063 Parcel No: Address: 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 2623049063 Permit Number: 17275 SOUTHCENTER PKWY 160 Issue Date: Permit Expires On: Project Name: MULTICARE D16-0063 5/9/2016 11/5/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: MASAO 117 E LOUISA #230 C/O SCR LLC, SEATTLE, WA, 98102 LAURA JACOBSON 2106 PACIFIC AVE SUITE 300 , TACOMA, WA, 98402 ANDERSEN CONSTRUCTION COMPANY 900 POPLAR PL S , SEATTLE, WA, 98144-2830 ANDERC*907DN MULTICARE HEALTH SYSTEM Address: 315 MARTIN LUTHER KING JR WAY , TACOMA, WA, 98415 Phone: (253) 627-4367 Phone: (503) 283-6712 Expiration Date: 2/15/2018 DESCRIPTION OF WORK: COMMERCIAL T.I. OF AN EXISTING RETAIL SPACE FOR A NEW 7 EXAM ROOM URGENT CARE CLINIC. EXTERIOR WORK IS LIMITED TO A NEW EXTERIOR DOOR OPENING. NO ALTERATIONS TO THE SITE. Project Valuation: $700,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $15,870.00 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: 5771 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 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 14: 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) 12: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 11: 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). 16: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 17: 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) 15: 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) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 19: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 20: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 23: ***BUILDING PERMIT CONDITIONS*** 24: 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. 25: 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. 26: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 27: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 28: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 29: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 34: Masonry construction shall be special inspected. 35: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: 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. 38: 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. 39: 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). 40: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 41: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 42: 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. 43: 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** 0301 CONCRETE SLAB 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 1500 PLANNING FINAL 4000 SI -CONCRETE CONST 4022 SI -MASONRY 4028 SI-REINF STEEL -WELD 4004 SI -WELDING 0406 SUSPENDED CEILING CITY OFTUICH 1 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd-, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Penult No. bi 1^ c(03 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 17275 Southcenter Parkway King Co Assessor's Tax No.: Suite Number: 160 Floor: 1 Tenant Name: Indigo Urgent Care Clinic New Tenant: E Yes ❑ ..No PROPERTY OWNER Name: Laura Jacobson Name: MultiCare Health System Address: 2106 Pacific Avenue, Suite 300 Address: p0 Box 5399 City: Tacoma State: WA City: Tacoma State: WA Zip: 98415 CONTACT PERSON — person receiving all project communication Name: Laura Jacobson Address: 900 Poplar Pl. South Address: 2106 Pacific Avenue, Suite 300 Phone: (206) 763-6712 Fax: City: Tacoma State: WA Zip: 98402 Phone: (253) 627-4367 Fax: City: Tacoma State: WA Email: ljacobson@bcradesign.com Phone: (253) 627-4367 Fax: GENERAL CONTRACTOR INFORMATION Company Name: Andersen Construction Address: 900 Poplar Pl. South City: Seattle State: WA Zip: 98144 Phone: (206) 763-6712 Fax: Contr Reg No.: ANDERC*907DN Exp Date: Tukwila Business License No.: H:\Applications\farms-Applications On Line \2011 ApplicationsWermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Name: /V1 vIri Cet,re Hcctir4 '7l YSr''L'►>h ` Company Name: BORA Company Name: Architect Name: Laura Jacobson Address: 2106 Pacific Avenue, Suite 300 City: Tacoma State: WA Zip: 98466 Phone: (253) 627-4367 Fax: Email: ljacobson@bcradesign.com State: ENGINEER OF RECORD Name: /V1 vIri Cet,re Hcctir4 '7l YSr''L'►>h ` Address:/ 316 Mart -ti Gvriite Ktnl Jr. L✓ay 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: /V1 vIri Cet,re Hcctir4 '7l YSr''L'►>h ` Address:/ 316 Mart -ti Gvriite Ktnl Jr. L✓ay City: Titc4w►q State: wA Zip: c ri. s•. Page I of 4 BUILDING PERMIT INFORMATIO1 06-431-3670 Valuation of Project (contractor's bid price): $ 700,000 Describe the scope of work (please provide detailed information): Commercial T.I. of an existing retail space for a new 7 exam room urgent care clinic. Exterior work is limited to a new exterior door opening. No alterations to the site. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes V.. 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? 0 Yes Compact: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers ® Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ►', No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 3,519 3,519 5B 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? 0 Yes Compact: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers ® Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ►', No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOI ATION — 206-433-0179 Scope of Work (please provide detailed information): Interior work only Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...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 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 11 WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation O .. Utility Undergrounding ❑ ...Deduct Water Meter Size 11 FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip HAApptications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-11 .docx Revised: August 2011 bh Page 3 of4 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 AUTHOZED AGE Signature: aktAlt. 1 tL�._ ' Date: 03/06/2016 Print Name: Laura Jacobson Day Telephone: (253) 6274367 Mailing Address: 2106 Pacific Avenue, Suite 300 H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Tacoma WA 98402 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila • DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK I PAID $11,770.90 D16-0063 Address: 17275 SOUTHCENTER PKWY 160 Apn: 2623049063 $11,770.90 DEVELOPMENT $6,310.80 PERMIT FEE R000.322.100.00.00 0.00 $6,306.30 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $5,144.78 FIRE R304.345.852.00.00 0.00 $3,673.84 PARK R104.345.851.00.00 0.00 $1,470.94 TECHNOLOGY FEE $315.32 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8412 R000.322.900.04.00 0.00 $315.32 $11,770.90 Date Paid: Monday, May 09, 2016 Paid By: ANDERSON Pay Method: CHECK 5116 Printed: Monday, May 09, 2016 1:00 PM 1 of 1 /F1SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT ( QUANTITY PAID PermitTRAK $4,099.10 D16-0063 Address: 17275 SOUTHCENTER PKWY 160 Apn: 2623049063 $4,099.10 DEVELOPMENT $4,099.10 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7871 R000.345.830.00.00 0.00 $4,099.10 $4,099.10 Date Paid: Wednesday, March 09, 2016 Paid By: ANDERSON CONSTRUCTION COMPANY Pay Method: CHECK 298750 Printed: Wednesday, March 09, 2016 3:10 PM 1 of 1 WSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit b' ocJc 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: �� /14()LneA Te-o`f Inspection:ti I Sol LbLN[>- CA/AL_ Address: 1727 Ai Date Called: Special Instructions: Date Wa t %// j!� a.m. P.m. Request r: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0/c TO Inspector: 4 (tkii Date: 62/) a I1 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 bila -04 f'T 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: /l'ULl"l C er Type pf Inspection: 6 ZI G Address: I?27SSoUnIC-6jrat Date Called: Special Instructions: /60 Date Wan pyx Requester: Phone No: Appr-oved per applicable codes. Corrections required prior to approval. COMMENTS: Date: /V4 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 Da -0663 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Tltd Project: nidi n &l at Type of Inspection: 0 it,%rnkr F-/itt ►- Addrr7ess: f7G7Sr��e w� PK.),/ Date Called: Special Instructions: 62 0 -up 67 PL,tn4 .t16- a-4_ __17 -c Date Way a.m. Request Phone No: EApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1TALL 6 S 62 0 -up 67 PL,tn4 .t16- a-4_ __17 -c -i)1 3 l forvroe Gam, 0A e-,46 Si c2 5�.-l.t. Asc .S ' Af J7 G� si :cvuS Date: r1x REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ee INSPECTION RECORD Retain a copy with permit SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20 ) 431 3670 Permit Inspection Request Line (206) 438-9350 Project: i1�v�r��'��2� Type of Ins ection[ Address: /7275" u-n-ICC-Airee F4'1 Date Called: Special Instructions: /`a Date Wante % aim: Requeste : Phone No: Approved per applicable codes. u Corrections required prior to approval. COMMENTS: (A tie t beKc. C'6U1( ,t4<ed - Inspector: Date 3 -' 6 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 b/G - 00( 3 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: MULTI CA12E Type of Inspection: Sti PEiitJt&b Ce/L4& Address: 11Z77"_t /1464 Date Called: Special Instructions: /60 Date Wanted 20/4 a.m. m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. TtN COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. C> INSPECTION 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 b(6 --®063 Project: 17275—,( kcf-6/ fVb l Typef Inspection; r2� Address: r AiltUtcc tr & Date Called: Special Instructions: ),c rreyno�` PAt2?'1 170x15 Date W/ant % 0-�� (� -30-14 a.m. p.m. Requester: Phone No: ® Approved per applicable codes. 11•Corrections required prior to approval. COMMENTS: c6P' Prtokni>c Woe —A i rA-L- rAt SPI I A/ Pit wit -v Cdvr-72 Air/IA C Hee-07Jc A/Ale_ Inspector: Dater 30 l 6. F-7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Ut6-0063 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: MLf f Ctt.re' Type, of Inspection: 5 (�- (_(Sz'!.G(�'e,'�e_ Ccttj f Address: /� r� �r 7/7y )°� C1r� KrfA Date Called: Special Instructions: Date Wa ted:% 146 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 P16_006 3 Prole t: il/t W¢( ca.'e- Type of Inspectio cover'r - 5 (c , dress: rJ z J ni A177$kCfr Date Called: S e ial Instr coops: 'r �/ CU: -- f ,Q Date anted: / a.m. / Re ues��ter:** ' f vr5 il(/'Ef' tPsski CF4 Phon2)3eN6 ' 6/1655-3s- 3 EiApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 7/41- ear Inspector: Date: 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 OC7�Z /d- -o8( - S PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: • rl (A1 t C✓e-2._ Fire Alarm: Type of Inspection: .S tr Or / -c‘ ✓ --C cc A -••-it/ Address: I a 7 Suite #: S-- forf,/ Contact'Person: Special Instructions: - c, r, ..AA L - Phone No.: , Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: cn ' tis +Ea- L - C)U - c, r, ..AA L - �C c( {-c C w_tvr L - 0‹.__ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /r------\-------. Date: c,i/da. / 1 6 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 17—S— qL - 0o(o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /Mb/ 6 o Sprinklers: Type of Inspection: (AY -0 Address: Suite#: /?z 7S Py_,,,,,si Contact Person: Special Instructions: Occupancy Type: Phdne No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: - 4, ry € k ..> 7 .v1c� r c -- PASS pc, - 4e," A A-yt7 Q 4. K i/ 2 r /2.: 7 .i 3X8.4* ,(- - O(� Ce) JQI , T-1- 1tCA‹ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: — M/S-3 Date: -7/12_ / / ( Hrs.: . a I $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 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit P1/, - o o '; 14-5 —o Qc=2-- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: 64 "T -?2 Cr) 1}--Q/1 c S'tit-4.1. ow rJ , f k, L -( Il && 1 n 4 e Type of Inspection: Address: ) 7c - 5- Suite #: Irn 5 4 . ep``yti Contact Person: Special Instructions: C,lbMf L •Nrato - S---2 .- - 1.-! II0 7 1- 4, -- 1 P4 p r- c, o pc/ Phone No.: Approved per applicable codes. '',Corrections required prior to approval. COMMENTS: Sprinklers: 64 "T -?2 Cr) 1}--Q/1 c S'tit-4.1. ow rJ , f k, L -( Il && 1 n 4 e Rve_e4- Vi 510L., --p s 1'0L 1 S1/LA,c_,J�' I 141 br 0 N il.i? .e.et r� J (�7 /4dd1 r o S �� Al/ irH-;.�ck 1Ix e_g Occupancy Type: C,lbMf L •Nrato - S---2 .- - 1.-! II0 7 1- 4, -- 1 P4 p r- c, o pc/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector / I 2 �� Date: 41a� f /46. 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 4 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 16-0378 PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 325400 Project: Southcenter Indigo Address: 17275 Southcenter Parkway, Suite 160, Tukwila Inspector: Joseph Chen Permit Number: Client: Anderson Construction Address: 900 Poplar Place South, Seattle Date: 6/3/2016 D16-0063 Description/Location: ORA representative onsite to inspect 3/4" diameter threaded rod installation with epoxy adhesive for lintel steel connection to CMU wall per detail 4/A3.52. Intended Use: Anchor bolt for steel lintel on CMU wall Building Code & Year: 2012 ■ Reinforcing Steel All Thread Bar/Dowel Size & Quantity: Anchor Size & Quantity: 3/4' diameter (8) Rebar Manufacturer: Type of Steel (ASTM): A-449 ►/ A-36 • A-325 ■ Rebar Grade: ■ 40 ■ 60 IN Other: ■ Other: A-775 Other: Type of Bar: ■ A-615 • A-706 • ■ Special Ductile Quality (SDQ): ■ Yes • No Anchor Length: 7" Hole Depth: 6" Required Embedment: n/a Hole Diameter: 7/8" Concrete Thickness: 7 3/" Concrete Strength: n/a Hole Orientation: ❑ Vertical Down ❑ Vertical Up ® Horizontal Base Material: ❑ Normal Weight Concrete ❑ Light Weight Concrete ® CMU ❑ Brick ❑ Composite Deck Hole Cleaning: ® Compressed Air ❑ Hand Pump LI Other: Compressed Air PSI: 100 Brushed: ® Yes ❑ No Hole Condition: 1E1 Dry ❑ Damp ❑ Water Saturated 0 Submerged Drill Bit (ANSI B212.15): ® Yes ❑ No Approved Diamond Cored Hole: ® Yes ❑ No Adhesive Type: Hilti Hit HY 70 Expiration Date: 3/2017 ICC ESR #: 2682 Weather: Indoors Ambient Temperature: Substrate Temperature: Comments.: - The thickness of the CMU wall is 7 3/" with solid grout. Contractor tried to drill the holes as deep as they could before breaking through the wall. Reference Standard(s) Used: Conforms X Does Not Conform Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: !sae ' uoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -86-02 (Rev. 05/13) DK4)--eoco OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 317589 Project: Address: Client: REINFORCING STEEL INSPECTION REPORT Southcenter Indigo 17275 Southcenter Parkway, Tukwila' Anderson Construction Permit Number: Job Number: Client Address: D16-0063 16-0378 900 Poplar PI S, Seattle Description Grade: 60 Manufacturer: Cascade / Nucor Type of Bar: ® A-615 0 A-706 0 N/A SDQ Steel: ❑ Yes ® No Inspector_ and: Date Structural Elements 7 -Location / Grid Lines Dwayne Helgeson 6/13/2016 Copies to: Owner Architect X Engineer Inspected the placement of reinforcing steel at 19 slab infills through -out existing slab, resteel was placed using mechanical coupler to each existing saw cut bar. Resteel was inspected for size, type, grade, coupling, splices and clearances. Work inspected wads completed using and in accordance with all approved project documents. Conforms X Contractor X Building Dept. Technical Responsibility: Isaac R . - Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -76-02 (Rev 03/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 320414 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Southcenter Indigo 17275 Southcenter Parkway, Suite 160, Tukwila Andersen Construction Permit Number: Job Number: Client Address: D16-0063 16-0378 900 Poplar Place South, Seattle Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Epoxy — Rescheduled X Other (specify): Inspector and Date Remarks Joseph Chen ORA representative onsite at 6 am to inspect epoxy, but contractor was not ready. Rescheduled to 1 6/3/2016 pm. Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES,. INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 16-0378 Report Number: RC307306 Permit Number: D16-0063 Project: Southcenter Indigo Address: 17275 Southcenter Parkway, Suite. 160, Tukwila Inspector(s): Dwayne Helgeson Client Andersen Construction Address: 900 Poplar Place S., Seattle Date: 6/15/2016 Description/Location: Inspected and sampled the placement of concrete at 19 slab infills through out existing structural slab. Resteel Verified: Yes 6/13/2016 Dwayne Helgeson (Grade 60) Mfg: Nucor, Cascade Supplier: Mix Number: Slump Spec: Corliss P24010 4±1" • Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): W/C Ratio Spec: .40 Air Spec: 5±1.5% Total Yards: 19.5 Pined Via: Wheelbarrow Consolidated: Yes Required Strength: 4000 psi at 28 days. • .:71iateti:Weighti/dUbiC."Yattl' •-‘ 564# Type: VII 1370# 1700# 3/8" Slag (lbs): 120# 275 1 % per cwt. POZZ NC834, 18 oz. GLENIUM Weather: Inside Slump Range: 4 1/4" Air % Range: Date Samples Picked Up: 6/16/2016 Initial Curing Method: As-rm C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments - Work inspected was completed using and in accordance with all approved project documents. REINFORCING/PLACEMENT: Conforms: El Does Not Conform: 0 COMPRESSIVE TEST RESULTS Specimen Number Test Date Field Age Cure (Days) Size Area Weight (in.) (Sq.ln.) (Lbs.) Max Load (Lbs.) Strength Fracture Type (psi) (other than cone) 1 6/22/16 7 4x8 12.62 8.6 69,900 5540 * = Discarded Tested in general accordance to: ASTMC39 ASTMC617 U ASTMC1231 LI Copies to: 0 Client 0 Engineer WI Building Dept 0 Owner El Contractor 0 Batch Plant 0 Architect r] Others Technical Responsibility: Isaac Ruoff, Field Supervisor This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 16-0378 Project: Southcenter Indigo Address: 17275 Southcenter Parkway, Suite 160, Tukwila Inspector(s): Dwayne Ftelgeson CONCRETE REPORT Report Number: RC307306 Permit Number: D16-0063 Client: Andersen Construction Address: 900 Poplar Place S., Seattle Date: 6/15/2016 Inspected and sampled the placement of concrete at 19 slab infills through out existing structural slab. Description/Location: Resteel Verified: Yes 6/13/2016 Dwayne Helgeson (Grade 60) Placement Data Supplier: Corliss Mix Number: P24010 Mfg: Nucor, Cascade Design .' Actual Batch Weights/Cubic Yard:` Cement (lbs/type): 564# Type: I/II Fine Agg. (lbs): 1370# Slump Spec: 4±1" Coarse Agg. (lbs/size): W/C Ratio Spec: .40 Coarse Agg. (lbs/size): Air Spec: 5±1.5% Coarse Agg. (lbs/size): Total Yards: 19.5 Fly Ash (lbs): Placed Via: Wheelbarrow Water (lbs or gal): Consolidated: Yes Admixtures (specify): Required Strength: 4000 psi at 28 days. Sampling and Testing Data" Time. Cubic 1Nater Slum p Air% Conc Temp Ambiient Truck Trckei -ASTM-0;172, C 31Made Yards Added:`' 6143 0231C 1064 TempNo No Cast Samples: 1-4 11:40 am 10.50 0 gal. 4 1/4" n/a 62°F 53°F 1700# 3/8" Slag (lbs): 120# 275 1 % per cwt. POZZ NC834, 18 oz. GLENIUM 135 105893 Weather: Inside Slump Range: 41/4" Air % Range: Date Samples Picked Up: 6/16/2016 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude cal -10.1.2 Comments Work inspected was completed using and in accordance with all approved project documents. REINFORCING/PLACEMENT: Conforms:El Does Not Conform: ❑ COMPRESSIVE TEST -RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 6/22/16 7 4 x 8 12.62 8.6 69,900 5540 2 7/13/16 28 4 x 8 12.62 8.7 90,160 7140 2 3 7/13/16 28 4 x 8 12.62 8.7 92,420 7320 2 4 7/13/16 28 4 x 8 12.62 8.7 90,960 7210 2 • = Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ ASTMC1231 ❑ Copies to: ❑ Client Engineer [l Building Dept ❑ Owner lj Contractor 0 Batch Plant ❑ Architect ❑ Others Technical Responsibility: Isaac Ruoff, Field Supervisor This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. • 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 r !\\ Clinic Tenant Improvement Indigo - Southcenter \,4° FIL BCRA I, ARCHITECTURE + INTERIOR SPACES SCIENCE + ENGINEERING PLANNING + RESOURCE MANAGEMENT VISUAL COMMUNICATION + STRATEGY t CORREC ION LTR# REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052016 City of Tukwila BUILDING DIVISION Up% OO(p3 Clinic Tenant Improvement Indigo- Southcenter Tukwila, WA April 6, 2016 RECEWED CITY OF TUKWILA APR 112016 PERMIT CENTER r 2106 Pacific Avenue, Suite 300 Tacoma, WA 98402 T (253) 627-4367 BCRA project Indigo - Southcenter location Southcenter, WA job no. 15300 sheet no. date 4/6/2016 by BJJ Design Criteria Summary Dead Loads Roof CMU Roofing Finish 3 psf Insulation 3 psf Metal Deck 1 psf Steel Joists 3 psf Drop Ceiling 2 psf Mechanical & Electrical 3 psf 8" CMU Grouted @ 48" OC EW Live Loads Floor Live load Snow Loads Roof Live Load (snow) Deflection Criteria Roof LL Roof DL + LL 15 psf 60 psf (Beam DL) 60 psf (Beam DL) 100 psf 25 psf L/240 L/180 roanteme 2106 Pacific Avenue, Suite 300 Tacoma, WA 98402 T (253) 627-4367 BCRA project Urgent Care Center locution Tukwila, WA job no. 15300 sheet no. dote by 2/26/2016 BJJ Beam Calculation Section W C X11S Loads E = 29000' ksi Span Type = simple L= 5ft Load Case DL LL CMU Lintel WL P1 = 0.000 0.000 a, = 0.00 0.00 P2 = 0.000 0.000 a2 = 0.00 0.00 P3 = 0.000 0.000 a3 = 0.00 0.00 w = 0.500 0.300 W = 0.00 0.00 Svc Load Comb Factor = 1.0 1.0 Ult Load Comb Factor = 1.2 1.6 Deflection Check Load Case DL LL AMAX = 0.007 0.004 = L/? 8043 13404 Ultimate Load Check M = 3.4 ft -k = 2.7 k Lb =' 5.0 ft Cb =' 1 Fy 36 ksi Z„ = 9.63 in3 Zy = 1.57 in3 S„= 8.14 in' Sy = 0.775 in3 Ix = 32.5 in' ly = 1.31 in` = 3.11 in ry = 0.623 in A = 3.37 in` J = 0.13 in' Cw = 16.5 inb its = 0.756 in he = 7.61 in 0.000 0.00 k 0.00 0.00 ft 0.000 0.00 k 0.00 0.00 ft 0.000 0.00 k 0.00 0.00 ft 0.000 0.000 klf 0.00 0.00 klf 0.60 0.0 1.0 0.0 Svc Load WL - Comb 0.000 0.000 0.012 (in) 5027 bf/24, b/t = h/tw, h/t = Xp,ng,bend. = X,web,bend. = 't Xn,ng,bend. = Xr,web,bend. = LP = Lr = 0.9 26.0 ft -k 2.59 ft 10.42 ft cpMn = 22.7 ft -k OK 2106 Pacific Avenue, Suite 300 Tacoma, WA 98402 7 (253) 627-4367 F (253) 627-4395 BCRADESIGN.COM BCRA Project Location Job No. N016 - Sc��fNt l� AJA IS3p� Sheet No. Date °�/ 6//G 8y (3J 6J' C-(-1,WN& C 1-' 'ftr`Lo,N Z Soo t 4 lo() { foo �ioo ot_T ct,1 'r.0 kel44ti(, 67° 1 G Use (L) t C,TS t ,( 2106 Pacific Avenue. Suite 300 Tacoma. WA 98402 T (2531627-4367 F (253) 627-4395 6CRADESIGN.COM BCRA Project 1 N9'5",6(1 — CDOvtftl Location 1(A, IKWyt /1 lob No. 1 t; 3 O p Sheet No. Date LQ/'/'�6/�[ By �+ S 2 - :-'/3 76 t--7 Li 100 F5c' 1:L07.c 0(1,6 /,G4 T1\1\&cff6L•\QD2'1 CocAffL,,+( 1- Z.© 1),t.J6 CSN<044 v 1.2 1. 'Y1 PSS' \,\ •', -.-7 31 ,460:P 7, 5 au+kf,C Wit. CA. Pit 6‘ (70 s,f ,tiT 0“ClATP.'‘ — 4It W/MSCIfi C0'Mt- Tb s4 ©p4 -c Al ft. 9-11-C'J 61'14. Interior Lighting Summary LTG -SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are wife- Project Address INDIGO-SOUTHCENTER Date 5/21/2013 17275 SOUTHCENTER PARKWAY - SUITE 160 For Building Department Use TUKWILA, WA 98188 Applicant Name: SEA -TAC ELECTRIC, INC. Applicant Address: 7056 S 220TH STREET - KENT, WA 98032 Applicant Phone: (253) 872-5553 Project Description Induded ■ New Building • Addition tr Alteration • Plans Lighting Compliance Path • Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is Lighting Power Allowance Method Selection required to enable LPA forms Building Area Method 0 Space -By -Space Method Interior Lighting System Description Briefly describe lighting system type and features. ELECTRICAL TENANT IMPROVEMENT REVIEWED FOR CODE COMPLIANC APPROVED MAY 052016 Additions and Change of Space Use (C101.4.3 & C101.4.4) • Addition area or Change of Space Use area complies with all applicable provisions as stand alone pr is combined with existing building lighting systems to demonstrate compliance with all C101.4.3 Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance allowed and proposed (including existing if applicable) lighting wattage of Addition or Change lighting controls per C405.2 and commissioning of lighting controls per C405.13. ect City of Tukwila 47.= A4_DING DIVISIOI • Addition area provisions per Provide Building maximum applicable Form. Document of Use space. Provide Alterations, Renovations and Repairs (C101.4.3.1) • 60% or more of luminaires in space replaced Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. Provide Building maximum lighting wattage of luminaires in space replaced Space -By -Space Method (LTG -INT -SPACE) Compliance Form for this retrofit area. Document existing total the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including wattage in the Proposed Wattage table. • Less than 60% Provide a separate wattage within existing) lighting ballast replacement within existing luminaires only —existing total interior building wattage not increased • Lamp and/or to serve added fixtures and/or fixtures relocated to new circuit manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific controls (C405.2.3), and commissioning of lighting controls per C405.13 • New wiring installed Provide applicable application lighting panel applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of per C405.13. • New or moved Provide all lighting controls - luminaires unchanged or moved only applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. • Space is reconfigured Provide all are being made to the interior lighting and space use not changed. RECEIVE • No changes lb- 00(n3 I I fi vi I ulr D MAR 0 9 2016 PERMIT CENTER A Interior Lighting Summary - Building Area Method LTG -INT -BLD 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address INDIGO - SOUTHCENTER Date 5/21/2013 Lighting Alterations, Renovations & Building Additions O Less than 60% O 60% or more di Stand alone O Addition fixtures replaced fixtures bldg. addition combined Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they maybe combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition WIl comply as combined with the overall existing builidng, include all applicable existing Building Area types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, use LTG -INT -SPACE form. For Building Department Use Maximum Allowed Lighting Wattage Building Area* Location (plan # room #, or ALL) Area Description Anowea Watts per fe ,ross intenor Area in ftZ watts Auowec (watts/fe x area) Office E3.01 OFFICE BUILDING 0.90 3519 3167 245 Office F2 1 7 9 7 9 Office F3 4 30 120 Office F4 2 19 38 Office F5 6 16 * Select Table C405.5.2(1) Building Area from drop down menu. Total 3519 Proposed Lighting Wattage Building Area* Location (plan #, room #) Fixture Description** Number of Fixtures Watts/ Fixture Watts Proposed Office , F1 7 35 245 Office FIX 7 35 245 Office F2 1 7 9 7 9 Office F3 4 30 120 Office F4 2 19 38 Office F5 6 16 96 Office F6 31 35 1085 Office F7 4 70 280 Office F7X 3 70 210 Office F8X 2 35 70 Office F9X 2 18 36 Office X1 2 5 10 * Select Table C405.5.2(1) Building Area from drop down menu. ** Include existing to remain lighting and exempt lighting equipment per notes below Compliance by Building Area Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Office 3167 2514 COMPLIES Total Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. 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. 4. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria 3167 2514 nn nnnn:Fn.I :.. Cnntinn "'AIM G I C... /;.,... srAlIAAIA I.nnL 1:..{.tin.. I;..44/.n ...n.{n. ,.f..nf..n1 i...r.:nn.......>/fn.... n. Innn414..f {...nL es speuueu ut aeruun twua.a, I. rur urte vunaye uacrt nyrtuny, list we greater ut actual tumutatre vldttaye ur tenyut ut (I'd cee mutupueu uy 50, Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK — 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address INDIGO-SOUTHCENTER Date 5/21/2013 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS (Section C405.2) Yes C405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate on plans the manual control type & locations served; Indicate of plans the 50% lighting load reduction method provided or identify exception taken E3.01 E3.01 Yes C405.2.2.1 Automatic time switch controls and override switching Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; Indicate locations of override switches on plans and the areas served, include area sq. ft.; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) E3.01 E3.01 E3.01 Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E3.01 Yes C405.2.2.3 Daylight zones - Vertical fenestration and skylights Indicate vertical fenestration primary and secondary daylight zone areas on plans, include sq. ft.; Indicate skylight daylight zone areas on plans, include sq. ft. E3.01 N/A Yea C405.2.2.3.2 Daylight zone controls Indicate on plans the locations served by daylight zone controls; Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming E3.01 E6.01 NA C405.2.3 Specific application lighting controls General Indicate on plans the locations served by specific application lighting controls NA C405.2.3 - Items 1 &2 Display and accent lighting Indicate lighting control method for display and accent lighting, and display case lighting; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space NA C405.2.3 - Item 3 Hotellmotel guest rooms Provide a lighting control device at each guest room entry for all permanently installed fixtures in guest room; Indicated whether lighting control is manual or automatic NA C405.2.3 - Item 4 Supplemental task lighting Provide automatic shut-off vacancy controls for supplemental task lighting, including under-shelf or under-cabinet lighting NA C405.2.3 - Item 5 Lighting for non- visual applications Identify eligible non-visual applications and method of lighting control; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space REVIEWED R.EVIEYYED FC ., R N O f V NA C405.2.3 - Item 6 Lighting equipment for sale or demonstration Indicate lighting control method for lighting equipment for sale or demonstration; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space CODE COMPLIANCE APPROVED T 1A`� O 2016 Yes C405.2.3 - Item 7 Means of egress lighting If egress lighting power density is greater than 0.05W/ft2, indicate method of automatic shut-off during unoccupied periods; Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination E3.01 E3.01 �a T City of Tukwila PUILD!NG DMS NA C405.10 C405.11 Cooler and freezer lighting Provide vacancy device or timer to turn off fixtures within 15 minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt 6.J8 4/ t I LA NA C405.2.4 Exterior lighting controls Indicate on exterior lighting plans the automatic lighting control method and locations served NA C405.6.1 Exterior building grounds lighting controls Provide motion sensor controls for building grounds fixtures rated at greater than 100 watts with lamp efficacy less than 60 lume�,ordentityexception taken Yes C408.3 Lighting system functional testing Identify commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls N/A RECEIVED CITY OF TUKY N/A MAR 0 9 2016 E3.01 INTERIOR LIGHTING POWER & EFFICACY (Sections C405.5, C405.10, C405.11) PERMIT CENTER ��< < Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; E0.04 bUoOO&3 Lighting, Motor, and Transformer Permit Documents Checklist LTG -CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address INDIGO-SOUTHCENTER Date 5/21/2013 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes Yes I.YVJ.J. 1 C405.5.1.1 C405.5.1.2 C405.5.1.3 C405.5.1.4 Total connected interior lighting power Identify spaces eligible for lighting power exemption on plans and in compliance forms; Identify lighting equipment eligible for exemption in fixture schedule and in compliance forms; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently N/A N/A NIA Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture schedule (maximum 5 watts per fixture) E0.04 NA C405.10 C405.11 Cooler and freezer lighting For lighting in walk-in coolers and freezers, and refrigerated warehouse coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken Yes C405.5.2Meth Building Area Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans E0.04 NA C405.5.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY (Section C405.6) NA C405.6.2 Total connected exterior lighting power Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting NA Table C405.6.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.6.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts, provide rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.6.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency NA C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency If "no" is selected for any question, provide explanation: �3► 2106 Pacific Avenue, Suite 300 Tacoma, WA 98402 T (253) 627-4367 04.11.2016 City of Tukwila Plan Review Re: Correction Letter #1 Development Permit Application Number D16-0063 MultiCare —17275 Southcenter Pkwy Suite 160 Dear Mr. Rambo, Response to Review Comments are per below and as clouded on the provided drawings. Building Department 1. Oxygen Tanks are stored in Healing Suite 114 in a cart. See revised sheet A2.11 — FF&E Plan. 2. See Revised A3.52 with added Inspection Schedule and separate Structural Calculations. Planning Department 1. Zoning revised to TUC -CC (Tukwila Urban Center—Commercial Corridor). See revised sheets G1.01 — Index Sheet, Project Information, Project Team and G1.02 Code Summary. 2. A table has been added summarizing required and provided parking stalls. See G1.02 Code Summary. 3. We will submit for a sign permit separately. PW Department 1. See the provided King County Non -Residential Sewer Use Certification form. 2. 2016 Backflow Tests were taken 4/8/16 and delivered directly to the City of Tukwila 4/8/16 by Dominic McLaughlin with McLaughlin Peninsula Backflow Service 2. (Duplicate #2) See Revised sheet P2.0. There is no plumbing work outside of the bldg. This was a left over note from the original as-builts. The drawings have been revised (attached) 3. North arrow has been added to sheets G1.02 - Code Summary and D2.01 — Demolition Plan, see attached. 4. G1.03 — Site Plan, has been revised as indicated on the provided mark-up. a. Existing conditions have been verified and the doors now are coordinated with G1.02 where all doors are to swing out and the existing pair of rear doors are to be secured on walled off. b. The landlord for this building only provided us with this PDF of the site plan. We have removed all the notes in the area indicated to help clean up the readability of this plan. Sincerely, Laura Jacobson, Architect BCRA BCRADESIGN.COM , .ver. Lk CORRECTION !TR# l(o- 003 RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER I. lel King County Department of Natural Resources and Parks Wastewater Treatment Division Non -Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Fk Property Street Address ,_ ,--- 040 A )4- .61f)I City State ZIP SC 4 Lt--_, s,(1 -e 160 Owner's Name Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) (2 ) Owner's Phone Number (with Area Code) ( Iota ) 2-51 gGj . I Property Contact Phone Number (with Area Code) Owner's Mailing Address E. t_at,064 St. 6016i WA 9E1)102 For King County 6.e Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes 35KNo Was building on Sanitary Sewer? Yes ❑ No Was Sewer connected before 2/1/90? ;Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 1 a 2.1/ Sink, Clinic flushing 8 8 Sink, kitchen 3 2 ' 3 Sink, other (service) 3 1.5 I Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 1 (fJ Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units I 3 j Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 t'J RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 C. Total Residential Customer Equivalents: (add A & B) RECEIVED A CITY OF TUKWILA B RCE RCE APR 1 1 2416 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corected data for determination of a revised capacity charge. Signature of Owner/Representative `` Print Name of Owner/Representative L--�.U,V �J� DbsCtn 1058 (Rev. 9/07) White — Kina County Yellow — Local Sewer Aaencv Date 4 , t L i (46 Pink — Sewer Customer April 04, 2016 City of Tukwila Department of Community Development LAURA JACOBSON 2106 PACIFIC AVE SUITE 300 TACOMA, WA 98402 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0063 MULTICARE - 17275 SOUTHCENTER PKWY SUITE 160 Dear LAURA JACOBSON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. I could not find the location of the oxygen tanks indicated in key note #1. Please specify where located. Also specify the type of construction for the storage closet or cabinet. (IFC SECTION 5304) 2. Provide on the plan engineering for the concrete floor and masonry alterations and include the special inspections required. PLANNING DEPARTMENT: Lynn Miranda at 206-433-7162 if you have questions regarding these comments. • 1. G1.01. Zoning is incorrect - revise. Should be TUC -CC (Tukwila Urban Center - Commercial Corridor). 2. Parking. This is an intensification of use - from retail sales to medical clinic, which requires additional parking. Per TMC Figure 18-7, medical clinics require 3 spaces for autos for every 1,000 square feet of usable floor area (retail uses require 2.5 spaces/1,000 sf of usable floor area). Please add a table indicating total parking spaces on site, the amount of parking required for the other existing uses in the building, and the parking requirements for the proposed use. 3. A separate sign permit will be required. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Submit King County Non -Residential Sewer Use Certification form and list all new plumbing fixtures to be installed to this project. Please don't list fixtures that will be replaced in kind. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 2) The building has all the required backflow preventers installed; however, they are more than a year overdue on the mandatory testing. A separate letter was mailed to the property owner addressing this issue. Please submit copies of passing backflow test reports for: a) 1.5" domestic water RPPA, b) 4" DCDA on the fire line connection c) 1" DCVA on the irrigation connection, 2) Plumbing drawing sheet P2.00 shows sanitary sewer work outside the building. Please let us know the cost of sanitary sewer work beyond the building envelope and where the this sanitary sewer pipe ties in. 3) Show North arrow on sheets G1.02, D2.01. 4) Revise sheet GI.03 per attached markup. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. D16-0063 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Public Works Department - Bob Giberson, Director March 15, 2016 MASAO 652705 C/O SCR, LLC 117 E Louisa #230 Seattle, WA 98102 RE: Multicare Tenant and Plumbing Improvements 17275 Southcenter Pkwy, Suite 160, Tukwila Permit Number: D16-0063 and PG16-0029 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 building at 17275 Southcenter Parkway has all the required backflow preventers installed; however, they are one year overdue on testing. The test due month for this property is March. The last test reports we received were completed May 2014. They were notified their assemblies were once again due for testing in March 2015 and then notified March 1, 2016, that they were one year overdue. The City is tracking the following assemblies at this property: 1) 1.5" RPPA on the domestic connection; 2) 4" DCDA on the fire line connection; and 3) 1" DCVA on the irrigation connection. If you need assistance to locate these backflows in the field, please contact Mr. Todd Reedy, Tukwila Water Department, directly at (206) 571-6309. The Public Works Director will withhold issuance of the Multicare Tenant Improvement Permit D16-0063 until the Permit Center receives passing test reports for the above backflows. Please contact me (206) 431-2440 or via email atjoanna.spencerOtukwilawa.gov if you have any questions. Sincerely, Jc nna Spencer Development Engineer JS:lw cc: D16-0063 & PG16-0029 Files Todd Reedy, Water Department Laura Jacobson, BCRA (W:PW Eng/Other/Joanna Spencer/Letter MASAO 031516) D 16-0063 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 XI/ COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0063 DATE: 04/11/16 PROJECT NAME: MULTICARE SITE ADDRESS: 17275 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: yuf Building Division ,„, 1 Ue Public Works Fire Prevention Structural n k-1)--I,b Planning Division CI Permit Coordinator [1:1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/12/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 05/10/16 - Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18!2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0063 DATE: 03/09/16 PROJECT NAME: MULTICARE SITE ADDRESS: 17275 SOUTHCENTER PKWY - SUITE 160 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 43 \ Building Division 1 S Cowl& ~ 9-((P Public Works w'4\ GM COIR.��� Fire Prevention Planning Division IN Structural ❑ Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/10/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/07/16 Approved Approved with Conditions ❑ Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only � CORRECTION LETTER MAILED: .{ `-6f Departments issued corrections: Bldg Fire 0 Ping -- PW Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: , t i - 110 Plan Check/Permit Number: D 16-0063 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 RECEIVED ❑ Revision # after Permit is Issued CITY OF TUKWILA ❑ Revision requested by a City Building Inspector or Plans Examiner APR 1 1 2016 Project Name: Multicare Project Address: 17275 Southcenter Pkwy Contact Person: .CUA l'L& Ja-CakS4h Phone Number: 253 - (P21 43 V7 PERMIT, CENTER Summary of Revision: ReTign SC 1-0 co rrL' c - r1 L-e-}tr -4F- I Sheet Number(s): G(0)3 Gt 02 l P 2 a l Z l A2 i (1 / 74-6,52 P2.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: • Entered in TRAKiT on )A-04 ( \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: ANDERSEN CONSTRUCTION HomeEspanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Lab©r & Industries Search L&I qr Page 1 of 4 A -Z Index Help My L&T Workplace Rights Trades & Licensing ANDERSEN CONSTRUCTION Owner or tradesperson Principals ANDERSEN, DAVID L, PRESIDENT ANDERSEN, JOEL DAVID, PRESIDENT ANDERSEN, JOEL DAVID, PRESIDENT CLOE, MARTIN E, VICE PRESIDENT ECKHARDT, WILLIAM G, SECRETARY HALL, NED, AGENT (End: 01/15/2016) Doing business as ANDERSEN CONSTRUCTION WA UBI No. 409 008 675 6712 N CUTTER CIRCLE PORTLAND, OR 97217 503-283-6712 Business type Corporation Governing persons BILL ECKHARDT DAVID L ANDERSEN; MARTIN CLOE; MARTIN E CLOE; WILLIAM G ECKHARDT; [License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. ANDERC*907DN Effective — expiration 03/02/2010— 02/15/2018 Bond TRAVELERS CAS & SURETY CO Bond account no. 042S103520351 BCM Active. Meets current requirements. $12,000.00 Received by L&I Effective date 01/28/2002 03/15/2010 Expiration date Until Canceled Insurance National Union Fire Ins of PA $1,000,000.00 Policy no. GL 9612833 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=409008675&LIC=ANDERC*907DN&SAW= 5/9/2016 4/7/2016 4:25:02 PM tO N INDIGO - SOUTHCENTER TUKWILA, WA PERMIT SET - 03.04.2016 PROJECT TEAM GENERAL NOTES SHEET INDEX OWNER MULTICARE HEALTH SYSTEM PO BOX 5299 TACOMA, WA 98415-5299 CONTRACTOR ANDERSEN CONSTRUCTION 900 POPLAR PLACE S. SEATTLE, WA 98144 CONTACT: RON HUFFMAN PHONE: 206.763.6712 EMAIL: RHUFFMAN@ANDERSEN-CONST.COM ARCHITECT BCRA, INC 2106 PACIFIC AVENUE, SUITE 300 TACOMA, WA 98402 CONTACT: LAURA JACOBSON PHONE: 253.627.4367 EMAIL: LJACOBSON@BCRADESIGN.COM MECHANICAL / PLUMBING DESIGN / BUILD HERMANSON 1221 2ND AVENUE NORTH KENT, WA 98032 CONTACT: JAY DANNER PHONE: 206-575-9700 EMAIL: JDANNER@HERMANSON.COM ELECTRICAL DESIGN / BUILD ABBREVIATIONS SYMBOL LEGEND .A ACT ACOUSTICAL CEILING TILE SUSPENDED ACOUSTICAL CEILING AMERICANS WITH DISABILITIES ACT ABOVE FINISH FLOOR ALTERNATE ADA AFF ALT B BOD C CF CFCI CG CL CLG CTR D DIA DN DR DWG(S) E E EA EQ EQUIP EXIST (E) F FA FD FE FEB FEC FF FLR FO FOC FOM FOS FRP FT G GA GAUGE GALV GALVANIZED GB GYPSUM BOARD GL GLAZING / GLASS GWB GYPSUM WALL BOARD H H HC HDF HM HORIZ HR HT HVAC HW IN INCHES INS/INSUL INSULATION J K KDHM KNOCK DOWN HOLLOW METAL L LB(S) POUNDS LF LINEAR FEET M MATL (MAT'L) MAX MDF MECH MEP MFR MIN MISC N N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER BOTTOM OF DECK CLEAR FINISH CONSTRACTOR FURNISH, CONTRACTOR INSTALLED CORNER GUARD CENTER LINE CEILING CENTER DIAMETER DOWN DOOR DRAWING(S) EAST EACH EQUAL / EQUIVALENT EQUIPMENT EXISTING FIRE ALARM FLOOR DRAIN / FOOTING DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER IN BRACKET FIRE EXTINGUISHER IN CABINET FACTORY FINISH / FINISH FLOOR FLOOR FACE OF / FINISHED OPENING FACE OF CONCTRETE FACE OF MASONRY FACE OF STUD FIBERGLASS REINFORCED PANEL FOOT HIGH HOLLOW CORE HIGH DENSITY FIBERBOARD HOLLOW METEL HORIZONTAL HOUR HEIGHT HEATING, VENTILATION, AIR CONDITIONING HOT WATER MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD MECHANICAL MECHANICAL, ELECTRICAL, PLUMBING MANUFACTURER MINIMUM MISCELLANOUS NOM NTS O 0/ OC (oc) OCC OFCI OFOI OH OPP P PLAM PR PRE -FIN PT PTILE Q QRT QTY R RAD RB RCP REFR REINF REQ'D REV RM RO RUB S S SCHED SF SHWR SIM SLR SQ SQFT SS ST STC STD STOR STRUCT SV T T TBB TEMP THK TLT TO TOS TPD TRTD TYP U U/ UNO V VACT VCT VNR VWC W W/ (w/) WC WH WOM WT NOMINAL NOT TO SCALE OVER ON CENTER OCCUPANT OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED OVERHEAD OPPOSITE PLASTIC LAMINATE PAIR PRE -FINISHED PAINT PORCELAIN TILE QUARTZ REINFORCED TILE QUANTITY RADIUS RUBBER BASE REFLECTED CEILING PLAN REFRIDGERATOR REINFORCED REQUIRED REVISION ROOM ROUGH OPENING RUBBER SOUTH SCHEDULE STOREFRONT / SQUARE FOOT SHOWER SIMILAR SEALER SQUARE SQUARE FEET STAINLESS STEEL STAIN(ED) SOUND TRANSMISSION CLASS STANDARD STORAGE STRUCTURE / STRUCTURAL SHEET VINYL TILE TREAD TILE BACKER BOARD TEMPORARY THICK TOILET TOP OF TOP OF SLAB / TOP OF STRUCTURE TOILET PAPER DISPENSER TREATED TYPICAL UNDER UNLESS NOTED OTHERWISE VINYL FACED ACOUSTICAL CEILING TILE VINYL COMPOSITION TILE VENEER VINYL WALL COVERING WITH WATER CLOSET WATER HEATER WALK OFF MAT WEIGHT 0 DATUM POINT Name ELEVATION MARKER Elevation 14 PLAN NORTH TRUE ArANORTH O R1 4Cw-o jj ROOM NAME 101 0 83 516 SCALE: 3/8" =1'-0" FLAG NOTE KEYNOTE INDICATOR REVISION INDICATOR EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR DETAIL INDICATOR PLAN DETAIL INDICATOR WALL SECTION INDICATOR NORTH ARROW FLOOR FINISH INDICATOR CENTER LINE INDICATOR DOOR NUMBER INDICATOR WINDOW TYPE INDICATOR RELITE TYPE INDICATOR STOREFRONT TYPE INDICATOR WALL TYPE INDICATOR ROOM NAME INDICATOR CEILING HEIGHT GRAPHIC SCALE 1 ALL WORK SHALL CONFORM WITH 2012 INTERNATIONAL BUILDING CODE, WASHINGTON STATE ENERGY CODE AND ALL GOVERNING JURISDICTIONS' RULES, ORDINANCES, AND REGULATIONS. 2 SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. 3 THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES AND CONSULTANLS, INCLUDING DESIGN -BUILD DOCUMENTS TO VERIFY SIZE, LOCATION, WEIGHT, POWER, AND OTHER REQUIREMENTS, PRIOR TO BIDDING AND AGAIN PRIOR TO BEGINNING WORK. 4 THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STUCTURE AND STRUCTURAL COMPONETS UNTIL FINAL CONNECTIONS HAVE BEEN COMPLETETED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 5 PROVIDE NEAT CUT WHERE UTILITIES PENETRATE RATED WALL AND FLOOR ASSEMBLIES, SEAL WITH FIRE -RATED, NON-COMBUSTIBLE MATERIAL, IMPERVIOUS TO THE PASSAGE OF SMOKE, CONFORMING TO CODE AND BUILDING OFFICIAL'S REQUIREMENTS. 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED BY THE GOVERNING JURISDICTIONS. 7 NO BUILDING OR PORTION OF BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF A CERITIFICATE OF OCCUPANCY FOR THAT BUILDING OR PORTION OF THE BUILDING. 8 PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UTLITIES AND PROTECT THEM FROM DAMAGE. 9 ALL DEMOLISHED OR REMOVED MATERIALS SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR IN A LEGAL MANNER. 10 PROVIDE APPROVED FIRE EXTINGUISHERS AS REQURIED BY THE FIRE MARSHALL. VERIFY LOCATION INDICATED IN THE CONSTRUCTION DOCUMENTS WITH THE FIRE MARSHALL AND THE GENERAL CONTRACTOR PRIOR TO FRAMING. 11 ALL DIMENSIONS INDICATED ARE TO FACE OF FINISH, FACE OF STOREFRONT MULLION, OR FACE OF EXISTING SURFACE UNLESS OTHERWISE NOTED. 12 DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS. 13 VERIFY ALL DIMESIONS, DATUMS, AND LEVELS PRIOR TO CONSTRUCTION. 14 DO NOT MODIFY THE WORK SHOWN EXCEPT WITH WRITTEN INSTRUCTION FROM ARCHITECT. REPORT ANY CONFLICTS BETWEEN THE DRAWINGS AND EXISITING SPACE BEFORE PRECEEDING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF CONFLICTING INFORMATION SHALL BE DONE AT THE CONTRACTOR'S RISK. 15 THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPORDUCED ONLY WITH WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPORDUCTIONS MUST BEAR THE NAME OF THE ARCHITECT. SHEET 01 - GENERAL G1.01 G1.02 G1.03 02 - DEMOLITION D2.01 04 - ARCHITECTURAL A2.01 A2.11 A2.31 A3.31 A3.51 A3.52 A4.01 A5.01 A5.11 A5.12 A10.01 A10.02 A11.01 TITLE INDEX SHEET, PROJECT INFORMATION, PROJECT TEAM CODE SUMMARY SITE PLAN DEMOLITION PLAN DIMENSION FLOOR PLAN FF&E PLAN ENLARGED PLANS FINISH SCHEDULE DOOR AND RELITE SCHEDULE DETAILS WALL PARTITION TYPES AND DETAILS REFLECTED CEILING PLAN CEILING DETAILS CEILING DETAILS INTERIOR ELEVATIONS INTERIOR ELEVATIONS TYPICAL ADA MOUNTING HEIGHTS, LOCATIONS AND CLEARANCES REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit Pl :n review epprov'el is subject to errors and omiasions. A -2p royal of construci:on documents does not authorize the violalic l o f n►y adopted code or ordinance. Receipt of appi ovcci Field Copy and conditions is acknowledged: Ey: Date: City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: ,O'Mechantcal 1.� ElectricaIl Q'blumbine L7.4as Piping City of Tukwila 13I_!11.r !G DIVISION. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 201E City of Tukwila BUILDING DIVISION PROJECT INFORMATION VICINITY MAP PROJECT DESCRIPTION: PROJECT NAME: SITE ADDRESS: PARCEL NO.: CODES UTILIZED: JURISDICTION: ZONING: USE: LOT AREA: OCCUPANCY: CONSTRUCTION TYPE: SPRINKLERED: NUMBER OF STORIES: PROPOSED BUILDING HEIGHT: NEW 3,519 SF URGENT CARE CLINIC INDIGO - SOUTHCENTER 17275 SOUTHCENTER PARKWAY, STE 160 TUKWILA, WA 2623049063 2012 IBC W/ WAC AMMENDMENTS 2009 ICC/ANSI A117.1 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 UNIFORM PLUMBING CODE 2012 WASHINGTON STATE ENERGY CODE CI P OF TU ILA TUC -CC, TUKWILA URBAN CENTER COMMERICAL CORRIDOR BUSINESS EXISTING B EXISTING - EXTERIOR STRUCTURAL CMU BEARING WALLS WITH INTERNAL STEEL COLUMNS AND STEEL ROOF JOISTS. YES 1 STORY EXISTING PLANNING APPROVED I li cl=anges oFin U Ii .de. to these plans wi :hot.if approval from the I iar ring Division of OCD L____ PROJECT LOCATION CORRECTIONt LTI;# RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER NORTH INV NtS i• Mr O C', • W O' U V 00 0 M F N CD W. N Z u I� Q co 0 N < COO. Nto to C' I- N SEAL 9859 REGISTERED HITECT LAURA A. OBSON STATE OF WASH INGT ir ft W F - z w U w W D O>0 N Q Z U N W 0 0 0 0 a W tY co Zoo W H 0 (0 Lr)N- T'" H T'"H REVISIONS CITY OF TUKWILA 04.06.2016 COMMENTS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: NLG REVIEWED BY: W SHEET TITLE INDEX SHEET, PROJECT INFORMATION, PROJECT TEAM BCRA © COPYRIGHT 2015. BCRA, INC. ALL RIGHTS RESERVED SHEET G1.01 PERMIT SET SEAL 9859 REGISTERED A HITECT GO UNT CA: CODE ZONING: TUC -CC REQUIRED PARKING 14,037 TOTAL USABLE SF USE USABLE AREA CALCULATED REQUIRED MEDICAL CLINIC - 3 STALLS PER 1000 USABLE SF 3,256 SF 9.759 REQUIRED STALLS RETAIL - 2.5 STALLS PER 1000 USABLE SF 10,784 SF 26.97 REQUIRED STALLS TOTAL 37 REQUIRED STALLS EXISTING STALLS = 41 STALLS + 2 LOADING 39 STALLS + 2 ACCESSIBLE EXISTING IS GREATER THAN REQUIRED - THEREFORE OKAY BUILDING SQUARE FOOTAGE: OCCUPANCY CALCULATIONS per table 1004.1.1 BUSINESS AT 100SF/OCC 3,519 GSF 3519/100 TOTAL INTERIOR OCCUPANT LOAD PLUMBING FIXTURE COUNT 36 TOTAL OCCUPANTS PLUMBING REQUIRED PER TABLE 2902.1: 18 MALE OCC =1 WATER CLOSET 1 WATER CLOSET = 1 LAVATORY PROVIDED: 1 WATER CLOSET 1 LAVATORY U w 0 CLINIC TENANT IMPROVEMENT Et w F - z w U F- 0 U 0 0 Z 0 0 H 18 FEMALE OCC = 1 WATER CLOSET 1 WATER CLOSET = 1 LAVATORY 1 WATER CLOSETS 1 LAVATORY REVISIONS 1 DOOR DISTANCE= 108'-0" CITY OF TUKWILA 04.06.2016 COMMENTS -. JANITOR MMUN SUITE `BEN'S TOILET SEPARATE PERMITS AND REVIEW: SIGNAGE PERMIT FIRE SPRINKLER AND ALARM HVAC PLUMBING ELECTRICAL EXITS REQUIRED: per table 1015.1 MAX OCC FOR 1 EXIT IS 49 EXITS DATE 3.4.2016 BCRA NO. EXIT DISTANCE: per table 1015.2.1 EGIST LOBBY EXIT WIDTHS: per table 1005.3.2 120 LILY SUITE TRAVEL DISTANCE: per table 1016.2 1/3 OF DIA. OF SPACE 37'-3" DISTANCE NEEDED 108'-0" ACTUAL OCC LOAD (36) X 0.2 7.2" SPRINKLERED = 250' 64'-0" 72'-7" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052016 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE CODE SUMMARY STORAGE ADA TRANSACTION PROVIDED AT REGISTRATION DESK (SEE A11.01 FOR MOUNTING ... ADA HANDWASH PROVIDED IN EXAM ROOMS AND TOILETS (SEE A11.01 FOR MOUNTING & CLEARANCES) BCRA © COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED CODE FLOOR PLAN 4(7/2016 4:25:04 PM 1/8" = 1'-0" APR 112016 PERMIT CENTER G1 .02 PERMIT SET O c C�• W O m Q o" 0 M LOW N co CO W N LL cD () �tL N < CR d 01 co N cO I- N SEAL 9859 REGISTERED A HITECT LAURA A. ; OBSON STATE OF WASHINGTON 1 OTAL: LOADING W3 DUMPIER 80 SF REQ'D. �'�-4 DUMPSTER/RECYCLE Q RE/A1.1-11/A1.1 EXISTING DOOR TO REMAIN. ,SECURED DOOR FROM THE INTERIOR. AREA: 18,193 . US BLE'AREk 14,037 SF. TENANT 'B' AREA: 6,700 923 SF. 10 PROD (.JSED vi ENT 10' SETBACK 7.00' (?) EXISTING BUILDING (RETAIL) 5 U W d CLINIC TENANT IMPROVEMENT REVISIONS 1 CITY OF TUKWILA 04.06.2016 COMMENTS H.C. SYMBOL -1 RE:7/A1 .1 OOM FINISH INC. - TAN — EGRAL COLOR 22' HIGH SIGN 50 S.F. FACE RE. 15/A1.2 I' -P„ TYP. 1@9 L.S L.S. . SA L.S. ' `'PQWER..__.. w CA It ET 0 -- MO MN OM MO ---� -- --3---- l.... A.C. PAVING Co_ U) U) 2 DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author �-EXISTING CONC. WALK REVIEWED BY: SHEET TITLE SITE PLAN MAY 0 5 2016 SOU THCENTLSl!nter Parkway N 01°08'34" E it/ of `I`ultwila TILING DIVISION BCRA 0 COPYRIGHT 2015 • BCRA, INC. ALL RIGHTS RESERVED SHEET 4/7/2016 4:25:04 PM EXISTING SITE PLAN - NO CHANGE APR 112016 PERMIT CENTER G 1 .03 X N PERMIT SET {a 0 IMF SHEET NOTES LEGEND GENERAL NOTES REMOVE FLOOR FINISHES REMOVE CEILING FINISHES AND LIGHT FIXTURES REMOVE WALL, TYP REMOVE DOOR REMOVE PLUMBING FIXTURES AND CAP PLUMBING REMOVE PORTION OF EXTERIOR WALL, COORDINATE WITH NEW WORK. DEMOLISH ITEMS TO REMAIN DISPOSE OF ALL REMOVED/DEMOLISHED ITEMS FROM THE DEMOLITION THAT ARE NOT BEING SALVAGED. PROTECT EXISTING ITEMS/FINSHES TO REMAIN. SEE ALSO ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS, NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING. COORDINATE DEMO WITH NEW WORK. O C', rn •c w O m¢ 0 N• CO cig Z N LL a CO 0 N Q C6• eL coo N F— N SEAL 9859 REGISTERED A HITECT ,P EXISITING TENANT SPACE U W CLINIC TENANT IMPROVEMENT REVISIONS 1 03 w 03 rn 0 OLai r. CITY OF TUKWILA 04.06.2016 COMMENTS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2016 DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: City of Tukwila BUILDING DIVISION SHEET TITLE DEMOLITION PLAN BCRA ® COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED a. a. 4/7/2016 ass: DIMENSION FLOOR PLAN 1/4" = 1'-0" PERMIT CENTER D2.01 MIT SET K x V I 3/4/2016 2:35:30 PM KEYNOTES 1 (2) OXYGEN TANKS- TYPE E, 684 LITER CAPCITY EXISTING DOOR TO REMAIN. SECURED DOOR FROM THE INTERIOR. APPLY SEALANT AROUND PERIMETER ON THE INTERIOR SIDE. INTERIOR FURRING TO EXTEND OVER DOOR OPENING. INSULATE TO MATCH ADJACENT WALL. LEGEND FEC 0 FEB CG x FIRE EXTINGUISHER w/CABINET FIRE EXTINGUISHER w/BRACKET CORNER GUARD FLOOR DRAIN, REFER TO PLUMBING 0.79 mm 7'-0" TALL LEAD SHIELDING PER MANUFACTURE'S RECOMMENDATIONS. GENERAL NOTES 1 DIMENSIONS ARE TO FACE OF FINISH, FACE OF STORE FRONT OR FACE OF EXISTING SURFACE. 2 WALLS ARE TYPE W1 UNO 3 REFER TO A3.51 FOR DOOR TYPES. 4 REFER TO A4.01 FOR WALL PARTITION TYPES AND DETAILS. 5 REFER TO A11.01 FOR TYPICAL ADA MOUNTING HEIGHTS, LOCATIONS AND CLEARANCES. 6 REFER TO 5/A3.52 AND 6/A6.52 FOR TYPICAL STRUCTURAL SLAB DETAILS L 17 0 CART r -- JANITOR L__ / WH 124 7'-2" +/- CARTS L__1 SOILED EYE ASH 14'-7" VERIFY v 1'-0" CLR .71 ti 2'-2" DIMENSION FLOOR PLAN 1/4" = 1'-0" 0 W2 0 OCC TOILET 120 W3 4 10 WELLNESS SUITE 115 PHONE HEALING SUITE 114 13 15 8'-1" X L W3 _J STORAGE 119 VX41 16 3'-7 3/8" CARE TEAM 116 4'-10" 17 1'-6" n l ELECTRICAL PANELS 5'.4" 7'-11 3/8" 0 IT 118 10 7'-51/4" 3'-2" 14 I o PHONE COMMUNITY SUITE 113 9 KIDS SUITE I o 0 112 PHONE 12 rCART L__I CLEAN MED 108 0 1 — J 1 O MEN'S TOILET 104 2'-3" s EPI T PRI TEERJ A10.02 POCT 117 ti u � u L 6'-11 5/8" 9'-6" KNOWLEDGE SUITE 111 0 0 TECHNOLOGY SUITE 110 9'-2" FAMILY SUITE 109 9'-2" r ----I IMFP+ I SHREDS I BIN L__J 10 SAF CHECK-OUT COPY SCAN ADMIN/ MANAGER L 107 8'-2" O WOMEN'S TOILET W5 6 A5.1 Ln Eo 8 A5.11 01 0 0 0 105 EGISTRATION 5'-3 1/4" 102 LOBBY 101 0 2 4 SCALE: 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 8 MAR 0 9 2016 PERMIT CENTER SEAL 9859 REGISTERED A HITECT LAURA A. OBSON STATE OF WASHINGTON U W d CLINIC TENANT IMPROVEMENT Q a. w coZ co W 03rn H Ow ti H CO H REVISIONS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: Reviewer SHEET TITLE DIMENSION FLOOR PLAN BCRA 0 COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET A2.01 IT SET KEYNOTES GENERAL NOTES (2) OXYGEN TANKS- TYPE E, 684 LITER CAPCITY PROVIDE WALL BACKING FOR ALL WALL HUNG/ BRACED ITEMS. GUEST SUITE 112 SHOWS TYPICAL EQUIPMENT LAYOUT FOR ALL GUEST SUITES. as V SEAL 9859 REGISTERED A HITECT LAURA A. R STATE OF W OBSON SHINGTON tlI►.'1 WELLNESS SUITE HEALING SUITE PHONE COMMUNITY SUITE MEN'S TOILET KIDS 7\ SUITE / PHONE CLEAN MED WOMEN' —-TOILET- 0 W CLINIC TENANT IMPROVEMENT REVISIONS 11 LOBBY 1 CITY OF TUKWILA 04.06.2016 COMMENTS EGISTRATION DATE L _ .J COPY SCAN 3.4.2016 BCRA NO. 15300 DRAWN BY: Author 16" DEEP HEIGHT I NOWL DGE \,SUITE FAMILY SUITE J STORAGE ADMIN/ MANAGER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052016 REVIEWED BY: SHEET TITLE FF&E PLAN RECEIVED CITY OF TUKWILA BC RA ® COPYRIGHT 2015 • BCRA. INC. ALL RIGHTS RESERVED SHEET 4/7/2016 4:25:02 PM APR 112016 1/4" = 1'-0" PERMIT CENTER A2.11 PE PAINT (PT -2) LIGHT FIXTURE MOUNTED 5'-4" AFF, SEE ELECTRICAL PAINT (PT -2) EGD, REFER TO DESIGN INTENT DRAWINGS RUBBER BASE (RB -1) RUBBER BASE (RB -1) r SLIDING DOOR SYSTEM, SEE DOOR SCHEDULE A3.51 PAINT (PT -2) LIGHT FIXTURE MOUNTED 51-4" AFF, SEE ELECTRICAL 24" 30" EGD, REFER TO DESIGN INTENT DRAWINGS PAINT (PT -2) VERTICAL SURFACES (PLAM-1) CONCEALED COUNTER BRACKET SOILD SURFACE COUNTER AND BACKSPLACH (SSF-1) RUBBER BASE (RB -1) v ch 6 TYP. OCC MED- WEST 1/4" = 1'-0" PPE CABINET (O.F.C.I) PAINT (PT -2) SHARPS CONTAINER (O.F.C.I) INSTRUMENT BOARD (O.F.C.I) WORKSTATION ARM (O.F.C.I) RUBBER BASE (RB -1) 10 • OCC MED TYP - A SINK, SEE PLUMBING RUBBER BASE (RB -1) 1/4" = 1'-0" 54„ 24" 30" I II I I Ir I L_J! Lr_JL---oJ I N1 I I I L _J__ "'J PAINT (PT -2) VERTICAL SURFACES (PLAM-1) SOILD SURFACE COUNTER AND BACKSPLACH (SSF-1) SINK, SEE PLUMBING RUBBER BASE (RB -1) EGD, REFER TO DESIGN INTENT DRAWINGS 9 SUITE TYP. - D 8 SUITE TYP. - C 7 SUITE TYP. - B 5 SUITE TYP. - A 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = I-0" " = " WALL TILE (T-2) PAPER TOWEL DISPENSER (O.F.C.I.) HOOK (O.F.C.I.) o o 0� •w 0 m¢ 0 M • co co w N ▪ Z U- j Cal, -LL N < CDa 1.0 Co N O � 1— N 9859 REGISTERED A HITECT LAURA A. OBSON STATE OF WASHINGTON WALL TILE (T-2) GEL DISPENSER (O.F.C.I.) C ACCENT WALL TILE (T-3) LIGHT FIXTURE, SEE ELECTRICAL WALL TILE (T-2) GRAB BARS BABY CHANGING TABLE 0 co TRASH CAN (O.F.V.1) r SCHLUTER DILEX-HKS COVE PROFILE STAINLESS STEEL TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL SCHLUTER DILEX-HKS COVE PROFILE STAINLESS STEEL TRASH CAN (O.F.V.I) 24"X36" MIRROR HAND SOAP (O.F.C.I.) GRAB BARS 0 r; C SCHLUTER DILEX-HKS COVE PROFILE STAINLESS STEEL SEAT COVER DISPENSER KEYNOTES SCHLUTER DILEX COVE PROFILE STAINLESS STEEL NOTE: REFER TO A11.01 FOR ADA MOUNTING HEIGHTS AND LOCATIONS. NOTE: REFER TO A11.01 FOR ADA MOUNTING HEIGHTS AND LOCATIONS. NOTE: REFER TO A11.01 FOR ADA MOUNTING HEIGHTS AND LOCATIONS. NOTE: REFER TO A11.01 FOR ADA MOUNTING HEIGHTS AND LOCATIONS. 4 TYP. RESTROOM - D 3 TYP. RESTROOM - C 2 TYP. RESTROOM - B TYP. RESTROOM - A 1/4" =1'-0" 1/4" = I-0" " = " d -0-100/v U a CLINIC TENANT IMPROVEMENT LL W F- z W U O Co I 0 0 0 z Q Q a. ec Lu co Z 00 N— UJ co U °) H CD1-g I-2 a REVISIONS 0 r— ---k 4 L _ DATE 3.4.2016 BCRA NO. — 3— — — WOMEN'S TOILET 103 5 1k4.01 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 iF City of Tukwila BUILDING DIVISION RECEWED CITY OF TUKWILA. MAR 0 9 2016 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE ENLARGED PLANS BCRA 0 COPYRIGHT 2015- BCRA, INC. ALL RIGHTS RESERVED SHEET DIMENSION FLOOR PLAN DIMENSION FLOOR PLAN DIMENSION FLOOR PLAN 1/2" = 1'-0 CO X X 1/2" = 1'-0" 1/2" = 1'-0" PERMIT CENTER A2.31 3/4/2016 2:35:34 PM co x x ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME BASE FLOOR NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING MATL FINISH MAT'L FINISH MATL FINISH MAT'L FINISH MAT'L FINISH MATL FINISH MAT'L FINISH COMMENTS ROOM NUMBER 101 LOBBY RB -1 FF LVT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACT-1/GWB FF/PT-1 101 102 REGISTRATION RB -1 FF LVT-1 FF -- — -- -- — — GWB PT -3 GWB PT -3 102 103 WOMEN'S TOILET CP -1 FF T-1 FF TBB T-3 TBB T-2 TBB T-2 TBB T-2 GWB PT -1 103 104 MEN'S TOILET CP -1 FF T-1 FF TBB T-3 TBB T-2 TBB T-2 TBB T-2 GWB PT -1 104 105 SCALE RB -1 FF LVT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -3 ACT -2 FF 105 106 CHECK-OUT + COPY SCAN RB -1 FF LVT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -3 ACT -2 FF 106 107 ADMIN/ MANAGER RB -1 FF LVT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACT -2 FF 107 108 CLEAN + MED SV -1 FF SV -1 FF GWB PT -4 GWB PT -4 GWB PT -4 GWB PT -4 ACT -2 FF 108 109 FAMILY SUITE RB -1 FF LVT-1 FF GWB PT -2 GWB PT -2 GWB PT -2 GWB PT -2 ACT-2/ACT-4 FF 109 110 TECHNOLOGY SUITE RB -1 FF LVT-1 FF GWB PT -2 GWB PT -2 GWB PT -2 GWB PT -2 ACT-2/ACT-4 FF 110 111 KNOWLEDGE SUITE RB -1 FF LVT-1 FF GWB PT -2 GWB PT -2 GWB PT -2 GWB PT -2 ACT-2/ACT-4 FF 111 112 KIDS SUITE RB -1 FF LVT-1 FF GWB PT -2 GWB PT -2 GWB PT -2 GWB PT -2 ACT-2/ACT-4 FF 112 113 COMMUNITY SUITE RB -1 FF LVT-1 FF GWB PT -2 GWB PT -2 GWB PT -2 GWB PT -2 ACT-2/ACT-4 FF 113 114 HEALING SUITE SV -2 FF SV -2 FF GWB PT -2 GWB PT -2 GWB PT -2 GWB PT -2 ACT-2/ACT-4 FF 114 115 WELLNESS SUITE RB -1 FF LVT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACT -2 FF 115 116 CARE TEAM RB -1 FF LVT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -3 GWB PT -1 116 117 POCT SV -1 FF SV -1 FF GWB PT -4 GWB PT -4 GWB PT -4 GWB PT -4 ACT -2 FF 117 118 IT RB -1 FF SDT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACT -2 FF 118 119 STORAGE RB -1 FF LVT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACT -2 FF 119 120 OCC TOILET CP -1 FF T-1 FF TBB T-2 TBB T-2 TBB T-3 TBB T-2 GWB PT -1 120 121 X-RAY RB -1 FF LVT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -3 ACT -2 FF 121 122 SOILED SV -1 FF SV -1 FF GWB PT -4 GWB PT -4 GWB PT -4 GWB PT -4 ACT -3 FF 122 123 STAFF RB -1 FF LVT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -3 ACT -2 FF 123 124 JANITOR SV -1 FF SV -1 FF GWB WP -1 GWB WP -1 GWB WP -1 GWB PT -1 ACT -2 FF 124 125 HALL RB -1 FF LVT-1 FF GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACT -1 FF 125 ROOM FINISH GENERAL NOTES 1 PAINT ALL GWB SOFFITS COLOR TO MATCH ADJACENT. ROOM FINISH ABBREVIATIONS ACT EXG FF GL GWB LVT PT RB SV T WD ACOUSTIC CEILING TILE EXISTING FACTORY FINISH GLAZING GYPSUM WALL BOARD LUXURY VINYL TILE PAINT RUBBER BASE SHEET VINYL TILE WOOD MATERIALS AND FINISHES SPECIFICATIONS ACT -1 ACOUSTIC CEILING TILE: ARMSTRONG, OPTIMA , #3265, 24"X60", FINISH: WHITE SUSPENSION SYSTEM: ARMSTRONG, SUPRAFINE, 9/16" GRID, FINISH: WHITE ACT -2 ACOUSTIC CEILING TILE:ARMSTRONG, ULTIMA, #1942, 24" X 24", FINISH: WHITE SUSPENSION SYSTEM: ARMSTRONG, SUPRAFINE, 9/16" GRID, FINISH: WHITE ACT -3 ACOUSTIC CEILING TILE: ARMSTRONG,OPTIMA HEALTH ZONE, #3114 24"X24", FINISH:WHITE SUSPENSION SYSTEM: ARMSTRONG, PRELUDE, 15/16" GRID, FINISH: WHITE ACT - 4 ACOUSTIC CEILING TILE: METALWORKS 3D, SMOOTH TEXTURE,#7220DN2, 24"X24"X2", FINISH: WALNUT (LWN) CG -1 CORNER GUARDS: CS ACROVYN, 4000 SSM -20N, FINISH: SUEDE TEXTURE, COLOR: WHITE #949 CP -1 COVE PROFILE: SCHLUTER SYSTEMS, DILEX-HKS, FINISH: STAINLESS STEEL GL -1 GL -2 LVT-1 GLASS - RELITES:CLEAR GLASS WITH FILM APPLIED GLASS - CASEWORK:SKYLINE DESIGN, VANCEVA WHITE COLLECTION, ARTIC SNOW, SIZE: VERIFY WITH FABRICATOR LUXURY VINYL TILE: SHAW, PATTERN: PIGMENT #0503V, DIRECT GLUE, COLOR: #65114 "BEIGE", 7"X48" PLANK PLAM-1 PLASTIC LAMINATE: NEVAMAR, COLOR: PRECISION WHITE, #S7036T, FINISH: TEXTURED PLAM-2 PLASTIC LAMINATE: WILSONART, COLOR: NEOWALNUT, FINISH:FINE VELVET, #7991-38 PT -1 PT -2 PT -3 PT -4 SSF-1 SSF-2 SDT-1 SV -1 SV -2 RB -1 T-1 GENERAL PAINT: BENJAMIN MOORE, COLOR: ICE MIST, OC -67 ACCENT PAINT: SHERWIN WILLIAMS, COLOR: JETSTREAM, SW 6492 ACCENT PAINT: SHERWIN WILLIAMS, COLOR: GREAT FALLS, SW 6495 EPDXY PAINT: MATCH PT -1 SOLID SURFACE: PORCELANOSA, PATTERN: KRION LUX 8101 COLOR: CRYSTAL WHITE S51001427 SOLID SURFACE: CORIAN, COLOR: DESIGNER WHITE STATIC DISSAPATIVE TILE: ARMSTRONG SDT TILE, COLOR: 51950 MARBLE BEIGE SHEET VINYL: MANNINGTON, PATTERN: BIOSPEC MD, COLOR: LINEN 15420 SHEET VINYL: MANNINGTON, PATTERN: BIOSPEC MD, COLOR: NAUTICAL 15405 RUBBER BASE: JOHNSONITE WALL BASE, COLOR: "ICICLE", 6" H COVE BASE FLOOR TILE: PENTAL/EVERSTONE, PATTERN: PARC, COLOR: OLIVE MATTE, SIZE: 12X24 GROUT: LATICRETE SPECTRALOCK PRO PREMIUM GROUT COLOR : 24, NATURAL GREY T-2 WALL TILE: MARRAZZI, PATTERN: SISTEM C CITA, COLOR: BIANCO_C, KWYP, SIZE: 4X12 GROUT: LATICRETE SPECTRALOCK PRO PREMIUM GROUT, COLOR: 44, BRIGHT WHITE T-3 WALL TILE: MARRAZZI, PATTERN: SISTEM C CITA, COLOR: TURCHESE_C, MIOZ, SIZE: 4X12 GROUT: LATICRETE SPECTRALOCK PRO PREMIUM GROUT, COLOR: 44, BRIGHT WHITE WD -1 WINDFALL LUMBER, 3/4" ENGINEERED PANEL, RECLAIMED DOUGLAS FIR,SEMI-GLOSS WB VARNISH, COLOR:CUSTOM IRON AND VINEGAR MIX S-3024 MUST MEET CLASS A RATING IN ACCORDANCE WITH ASTM E 84 OR UL723 WD -2 TO MATCH WOOD: PLASTIC LAMINATE, WILSONART, COLOR: NEOWALNUT, FINISH:FINE VELVET, #7991-38 MUST MEET CLASS A RATING IN ACCORDANCE WITH ASTM E 84 OR UL723 WOM-1 WALK -OFF MAT: TANDUS: ASSERTIVE ACTION 04837, COLOR: MOLTEN 26219 WP -1 FIBERGLASS REINFORCED PANEL (FRP): PANOLAM FRP, COLOR: WHITE, FINISH: SMOOTH REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 9 2016 PERMIT CENTER ec V U ZU' Q W� 0 m Q M N• co • W 12")• � N Z L a CD 0 Cc) -• - N U CO eL (NI O� 1— N SEAL 9859 REGISTERED A HITECT LAURA A. OBSON STATE OF WASHINGTON w CLINIC TENANT IMPROVEMENT LL W F z W U F- 0 0 0 0 z REVISIONS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE FINISH SCHEDULE BCRA iv ii ® COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET A3.31 DOOR SCHEDULE GENERAL NOTES 1 VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER. 2 MANUALLY OPERATED FLUSH BOLTS ARE NOT ALLOWED. 3 PROVIDE ACCESSIBLE HARDWARE ON ALL DOORS. 4 ALL EXTERIOR DOORS AND FRAMES MUST MEET WASHINGTON STATE ENERGY CODE MAXIMUM U -VALUE (.60) AND MAXIMUM SHGC OF GLAZING AND FRAME ASSEMBLIES. 5 ALL DOORS AND FRAMES SHALL COMPLY WITH AIR BARRIER REQUIREMENTS. 6 REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3.51 FOR FINISH SPECIFICATIONS. 7 ALL GLAZING TO BE TEMPERED. 3/4/2016 2:35:35 PM co s, N PER SCHEDULE FINISH FLOOR PER SCHEDULE DOOR SCHEDULE ABBREVIATIONS AL AN FF GL HDWR HM KC L LO OPP OS PH PL PO PR PT SC SF STL WD PER SCHEDULE / 8„ / / / / 8" N ALUMINUM ANODIZED FACTORY FINISH GLAZING HARDWARE HOLLOW METAL KEYCARD ACCESS & ELECTRIC STRIKE LOCK, CYPER- STOREROOM FUNCTION LATCH ONLY OPPOSITE OVERHEAD STOP PANIC HARDWARE PRIVACY LOCK PULL ONLY PAIR PAINT SELF CLOSER STOREFRONT STEEL WOOD GLAZING PER PER SCHEDULE DOOR SCHEDULE PER SCHEDULE A DOOR TYPES 1/4" = 1'-0" NOTE: ALL FRAMES 2" UNO FINISH FLOOR 6'-10" -✓ 3'-0" .o' 3'-4" 3'-0" CLR PER SCHEDULE 1 DOOR FRAME TYPES 1/4" = 1'-0" 2 C DOOR SCHEDULE REMARKS 1 ALL GUEST DOORS TO PROVIDE 3'-0" CLEAR OPENING. DOOR PANEL SIZE PER MANUFACTURER. 3" NOTE: PROVIDE THESE MINIMUM CLEARANCES UNLESS NOTED OTHERWISE TYPICAL DOOR CLEARANCES 1/4" = 1'-0" PER SCHEDULE FINISH FLOOR PER SCHEDULE DOOR SCHEDULE DOOR NUMBER DOOR HEAD HEIGHT FINISH HEAD JAMB SILL FIRE RATING LABEL HDWR GROUP REMARKS DOOR NUMBER z F- o §- HEIGHT DEPTH 7' - 0" TYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISH 01 3' - 0" 7' - 0" 1 3/4" A WD -2 STAIN -- 2 HM PT PL, SC 01 02 3' - 0" 7' - 0" 1 3/4" A WD -2 STAIN -- 2 HM PT PL, SC 02 03 3' - 0" 8' - 0" 1 3/4" A WD -2 STAIN GL -1 1 STL FF PO 03 04 3' - 0" 7 - 0" 1 3/4" B WD -2 STAIN GL -2 2 HM PT L 04 05 3' - 0" 8' - 0" 1 3/4" A WD -2 STAIN GL -1 1 STL FF PO 05 06 3' - 0" 8' - 0" 1 3/4" A WD -2 STAIN GL -1 1 STL FF PO 06 07 3' - 0" 8' - 0" 1 3/4" A WD -2 STAIN GL -1 1 STL FF PO 07 08 3' - 0" 8' - 0" 1 3/4" A WD -2 STAIN GL -1 1 STL FF PO 08 09 3' - 0" 8' - 0" 1 3/4" A WD -2 STAIN GL -1 1 STL FF PO 09 10 3' - 0" 7' - 0" 1 3/4" A WD -2 STAIN -- 2 HM PT L,KC 10 11 3' - 0" 7' - 0" 1 3/4" A WD -2 STAIN - 2 HM PT L 11 12 3' - 0" 8' - 0" 1 3/4" A WD -2 STAIN GL -1 1 STL FF PO 12 14 3' - 0" 7' - 0" 1 3/4" A WD -2 STAIN - 2 HM PT LO 14 15 3' - 0" 7' - 0" 1 3/4" A WD -2 STAIN -- 2 HM PT L,SC 15 16 3' - 0" 7' - 0" 1 3/4" C WD -2 STAIN -- 2 HM PT L,SC 16 17 3' - 0" 7' - 0" 1 3/4" A WD -2 STAIN -- 2 HM PT L 17 18 3' - 6" 7' - 0" 1 3/4" 105 HM PT -- 2 HM PT L,SC, PH 18 19 3' - 0" 7' - 0" 1 3/4" C WD -2 STAIN GL -2 2 HM PT L 19 20 3'-0" 7'-0" - - - SF -1 FF - 20 21 3' - 0" 7' - 0" - - - SF -1 FF - 21 DOOR SCHEDULE GENERAL NOTES 1 VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER. 2 MANUALLY OPERATED FLUSH BOLTS ARE NOT ALLOWED. 3 PROVIDE ACCESSIBLE HARDWARE ON ALL DOORS. 4 ALL EXTERIOR DOORS AND FRAMES MUST MEET WASHINGTON STATE ENERGY CODE MAXIMUM U -VALUE (.60) AND MAXIMUM SHGC OF GLAZING AND FRAME ASSEMBLIES. 5 ALL DOORS AND FRAMES SHALL COMPLY WITH AIR BARRIER REQUIREMENTS. 6 REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3.51 FOR FINISH SPECIFICATIONS. 7 ALL GLAZING TO BE TEMPERED. 3/4/2016 2:35:35 PM co s, N PER SCHEDULE FINISH FLOOR PER SCHEDULE DOOR SCHEDULE ABBREVIATIONS AL AN FF GL HDWR HM KC L LO OPP OS PH PL PO PR PT SC SF STL WD PER SCHEDULE / 8„ / / / / 8" N ALUMINUM ANODIZED FACTORY FINISH GLAZING HARDWARE HOLLOW METAL KEYCARD ACCESS & ELECTRIC STRIKE LOCK, CYPER- STOREROOM FUNCTION LATCH ONLY OPPOSITE OVERHEAD STOP PANIC HARDWARE PRIVACY LOCK PULL ONLY PAIR PAINT SELF CLOSER STOREFRONT STEEL WOOD GLAZING PER PER SCHEDULE DOOR SCHEDULE PER SCHEDULE A DOOR TYPES 1/4" = 1'-0" NOTE: ALL FRAMES 2" UNO FINISH FLOOR 6'-10" -✓ 3'-0" .o' 3'-4" 3'-0" CLR PER SCHEDULE 1 DOOR FRAME TYPES 1/4" = 1'-0" 2 C DOOR SCHEDULE REMARKS 1 ALL GUEST DOORS TO PROVIDE 3'-0" CLEAR OPENING. DOOR PANEL SIZE PER MANUFACTURER. 3" NOTE: PROVIDE THESE MINIMUM CLEARANCES UNLESS NOTED OTHERWISE TYPICAL DOOR CLEARANCES 1/4" = 1'-0" PER SCHEDULE FINISH FLOOR PER SCHEDULE STOREFRONT TYPES 1/4" = 1'-0" SF -1 REVIEWED FOR CODE COMPLIANCE `:. APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEWED CITY OF TUKWILA MAR 0 9 2016 PERMIT CENTER 0 o U' o W 0 ma g -:5 N CPU N Z LL ti Q M V V' LL N Q cv)co O � I— N SEAL 9859 REGISTERED A HITECT, LAURA A. OBSON STATE OF WASHINGTON cl-kbvie" CLINIC TENANT IMPROVEMENT 0 z REVISIONS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE DOOR AND RELITE SCHEDULE BC RA ®COPYRIGHT 2015-BCRA, INC. ALL RIGHTS RESERVED SHEET RELITE SCHEDULE RELITE NUMBER HEAD HEIGHT HEIGHT WIDTH DESCRIPTION COMMENTS 01 7' - 0" 4' - 0" 3' - 0" 0.079 MM LEAD SHIELDED STOREFRONT TYPES 1/4" = 1'-0" SF -1 REVIEWED FOR CODE COMPLIANCE `:. APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEWED CITY OF TUKWILA MAR 0 9 2016 PERMIT CENTER 0 o U' o W 0 ma g -:5 N CPU N Z LL ti Q M V V' LL N Q cv)co O � I— N SEAL 9859 REGISTERED A HITECT, LAURA A. OBSON STATE OF WASHINGTON cl-kbvie" CLINIC TENANT IMPROVEMENT 0 z REVISIONS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE DOOR AND RELITE SCHEDULE BC RA ®COPYRIGHT 2015-BCRA, INC. ALL RIGHTS RESERVED SHEET INSPECTION SCHEDULE IVerification and Inspection Continuous Periodic Comment STEEL Fabrication and Erection / Placement X See Note 12 High Strength Bolts N/A Turn -of -nut method. See Note 13 Welding (structural) (-2" I See Note 5 Complete and Partial Penetration Groove X — 11/2"TYP Multi -Pass fillet X Single Pass fillet > 5/16" X =111-111-111-111-111-111-111-111-111-111-111-111—I 11=111=111=111=111=111 111= II�IIIII�IIII��IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIIIiIIIII�IIIII�IIIII�IIIII�IIIII�IIIIIiIIIII�III I�IIIIIlIII Single Pass fillet < 5/16" o o X See Note 4 Floor and Roof deck N/A See Note 4 Anchors and studs Z X See Note 4 Light Gauge metal framing N/A See Note 4 Stairs and railing system N/A See Note 4 Welding (reinforcement) N/A See Note 9 Steel detailing and placement \ X CONCRETE14 Reinforcing placement X Includes prestressing tendons. See Note 12 Reinforcing welding \ / \\ C8X11.5,/ See above Anchor bolts X \ / \ / \ / \ / \ / Concrete sampling and test specimen preparation X Concrete / shotcrete placement X Concrete curing X / \ / \ / \ / \ / \ l Prestressed N/A See Note 6 Precast erection N/A Post -tensioned N/A See Note 7 MASONRY 10,14 Mortar proportions N/A Mortar joints N/A Block and reinforcing placement N/A See Note 12 Reinforcing welding See above Grout placement N/A Grout sampling and test specimen preparatoin N/A Anchorages (incl. connection to other construction) N/A INSPECTION SCHEDULE NOTES: 1. ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A REGISTERED SPECIAL INSPECTOR FROM AN APPROVED TESTING AGENCY. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION RECORDS TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. THE TESTING AGENCY SHALL NOTIFY THE ARCHITECT / ENGINEER IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. 2. ALL MANUFACTURER DESIGNED AND PREFABRICATED COMPONENTS SHALL CONFORM TO SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE IBC AS DEFINED BY THE REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR DESIGN. 3. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHERE THE FABRICATOR IS APPROVED IN ACCORDANCE WITH SECTION 1704.2.2 OF THE IBC. 4. PERIODIC SPECIAL INSPECTION IS ACCEPTABLE PROVIDED THE MATERIALS, WELDING PRECEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF THE WORK; PERIODIC INSPECTIONS ARE MADE OF THE WORK IN PROGRESS AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 5. WELDING INSPECTION SHALL BE IN COMPLIANCE WITH AWS D1.1. 6. CONTINUOUS INSPECTION SHALL BE PERFORMED FOR APPLICATION OF PRESTRESSING FORCES AND GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC FORCE RESISTING SYSTEM. 7. PERIODIC INSPECTION SHALL BE PERFORMED FOR THE VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 8. SPECIAL INSPECTIONS FOR SOILS SHALL BE DEFINED BY THE GEOTECHNICAL ENGINEER. 9. PERIODIC INSPECTION OF REINFORCING WELDING IS ACCEPTABLE WHEN IT IS NOT RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND NOT USED FOR BOUNDRY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEARWALLS AND NOT USED AS SHEAR REINFORCEMENT. 10. LEVEL 1 SPECIAL INSPECTIONS. LEVEL 2 SPECIAL INSPECTIONS ARE REQUIRED FOR ESSENTIAL FACILITIES PER TABLE 1604.5 OF THE IBC. IN ADDITION TO LEVEL 1 SPECIAL INSPECTIONS, LEVEL 2 SPECIAL INSPECTIONS REQUIRE CONTINUOUS INSPECTION OF THE GROUT SPACE PRIOR TO GROUTING AND ANCHORAGES. 11. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH SECTION 1709 OF THE IBC. STRUCTURAL OBSERVATION WILL BE PERFORMED FOR GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND DISTRIBUTED TO THE ARCHITECT. 12. VERIFICATION OF MATERIAL PROPERTIES, GRADE, TYPE AND SIZE IS REQUIRED. 13. PERIODIC INSPECTION IS PERMITTED WITH MATCHMARKING TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD OR THE ALTERNATE DESIGN FASTENER (TWIST -OFF BOLT) METHOD. 14. CONTRACTOR TO PROVIDE A PLAN FOR COLD AND HOT WEATHER PLACEMENT OF CONCRETE OR MASONRY AND THE SPECIAL INSPECTOR IS TO PERFORM PERIODIC INSPECTION TO PROVIDE VERIFICATION FOR THE NEED TO IMPLEMENT SUCH PLANS. 0.3 INSPECTION SCHEDULE 12" = 1'-0" STRUCTURAL STAMP APPLIES TO 4/A3.52, 5/A3.52, 6/A3.52, AND 8/A3.52 ONLY W_ V r\z 0 0 01--/ 0 0 o I Io I o /�♦ 0 (-2" I -f-, — 11/2"TYP jr �— =111-111-111-111-111-111-111-111-111-111-111-111—I 11=111=111=111=111=111 111= II�IIIII�IIII��IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIIIiIIIII�IIIII�IIIII�IIIII�IIIII�IIIIIiIIIII�III I�IIIIIlIII NOTE: 1. LOCATE ALL REINFORCEMENT AT LOCATION OF PENETRATION. 2. MAINTAIN 1 1/2" CLEAR CONCRETE COVER TO REINFORCEMENT. 3. DO NOT CUT REINFORCEMENT (E) STRUCTURAL SLAB 6" MAX DIAMETER CORE DRILL. SPACE ADDITIONAL HOLES 2'-0" MIN EACH WAY (E) REINFORCEMENT DO NOT CUT OR DRILL THROUGH REINFORCEMENT (E) VOID MAY BE PRESENT (E) FINISHED GRADE SZ SEALANT, TYP. NEW GWB AND FRAMING AS REQUIRED, PROVIDE SMOOTH TRANSITION FROM EXISTING TO NEW EXISTING WALL ASSEMBLY, TYP. 0 I- TYPICAL CORE DRILL PENETRATION IN STRUCTURAL SLAB EXTERIOR DOOR JAMB 1 1/2" = 1'-0" ROUGHEN CONCRETE AND APPLY BONDING AGENT CONFORMING TO ASTM C881 REPAIR BARS TO MATCH (E) REINFORCING SIZE AND SPACING 3 0 2'-0" SQUARE MAX —1 I I—III—I 1 I—I I 1_111_111-111_111_1 I I—I I I—I I I—I I I—I I I—I I I—I I I—I I 1-111_111_111_ 1 I I IIA I I IIA I I IiI I I IIIA 111i11111IIII 111i11111III I IIII—III—IiII I I IIIIII 11 I I --III IIIA I II-III 11 I I— I —lit - NOTE: 1. DO NOT OVERCUT CORNERS 2. CONCRETE MIX FOR SLAB INFILL F'c = 4000 PSI, W/C RATIO 0.40 MAX MECHANICAL COUPLER TO MATCH BAR SIZE DESIGNED TO TRANSFER 1.25 FY OF THE BAR IN TENSION. CHIP AWAY CONCRETE TO EXPOSE REBAR AFTER SAW CUTTING SLAB. #4 BAR SHOWN IN PLANS VERIFY. TAPER CONC. AS SHOWN ALL FOUR SIDES (E) CONCRETE STRUCTURAL SLAB - (E) VOID MAY BE PRESENT (E) FINISHED GRADE SOLID GROUT FRAME EXTENDING INTO CMU CELLS SEALANT, TYP SOLID GROUT FRAME, TYP 3" = 1'-0" SEALANT, TYP >- E2 c w VERIFY TYP ACCESS HOLE REPAIR THROUGH STRUCTURAL SLAB g EXTERIOR DOOR HEAD 1 1/2" = 1'-0" (2) 3/4" DIA. BOLTS EACH END 3/4" DIA. BOLTS @ 16" OC OVER OPENING, STAGGERED. EMBED INTO HOLLOW OR GROUTED CELLS WITH HILTI HIT-HY 70 ADHESIVE NEW DOOR OPENING STEEL LINTEL AT NEW CMU OPENING 3/4" = 1'-0" 3" = 1'-0" Elevation 6 - 1/4" = 1'-0" ��r REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 ME City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER CUT CMU TO ACCOMODATE DOOR AND FRAME PER SCHEDULE, MATCH APPEARNACE OF OPPOSITE JAMB NEW 4'-0" HM DOOR AND FRAME PER SCHEDULE, PAINT COLOR TO MATCH EXITING ADJACENT EXTERIOR DOORS. ‘1/4, :.......:, N c, 0. wg 2 g. cqMW w "4:5 N w �> COLL M co� N I-- N SEAL 9859 REGISTERED HITECT LAURA A. COBSON STATE OF WASHINGTON U w 0 a CLINIC TENANT IMPROVEMENT Q a. W Z w 0 0 N- ti 0 w 5 co cc 0 rn 5 - REVISIONS REVISIONS 1 CITY OF TUKWILA 04.06.2016 COMMENTS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE DETAILS BCRA ® COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET A3.52 V 0 (-2" TYP �\ jr \ o o o 0 --0 0 tV Z I I r 8" �\ \ ♦ / MIN \ / \\ C8X11.5,/ \ / \ / \ / \ / \ / x / \ / \ / \ / \ / \ / \ / \ l NEW DOOR OPENING STEEL LINTEL AT NEW CMU OPENING 3/4" = 1'-0" 3" = 1'-0" Elevation 6 - 1/4" = 1'-0" ��r REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 ME City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER CUT CMU TO ACCOMODATE DOOR AND FRAME PER SCHEDULE, MATCH APPEARNACE OF OPPOSITE JAMB NEW 4'-0" HM DOOR AND FRAME PER SCHEDULE, PAINT COLOR TO MATCH EXITING ADJACENT EXTERIOR DOORS. ‘1/4, :.......:, N c, 0. wg 2 g. cqMW w "4:5 N w �> COLL M co� N I-- N SEAL 9859 REGISTERED HITECT LAURA A. COBSON STATE OF WASHINGTON U w 0 a CLINIC TENANT IMPROVEMENT Q a. W Z w 0 0 N- ti 0 w 5 co cc 0 rn 5 - REVISIONS REVISIONS 1 CITY OF TUKWILA 04.06.2016 COMMENTS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE DETAILS BCRA ® COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET A3.52 UNDERSIDE OF STRUCTURE. ♦nninwniiniiiiniiuII EXISTING MULLION RESILIENT CAULK COMPRESSED FOAM ALUM. 16 GA PARTITION FRAMING GENERAL NOTES PROVIDE RIGID BRACE AT 8'-0" O.C. OR TO RESIST 5 PSF TRANSVERSE LOAD, ALTERNATE SIDES. ATTACH BRACE TO STRUCTURE WITH (2) POWDER DRIVE OR ONE EXPANSION TYPE ANCHOR. ATTACH BRACE TO PARTITION WITH (2) #8 SCREWS. BRACING NOT REQUIRED WITHIN 8'-0" OF INTERSECTING PARTITIONS. TYPICAL PARTITION WALL BRACING 2 = WALL, SEE PLAN (3) #10 SCREWS BRACING WALL @ EXISTING STOREFRONT PROVIDE 20 GA. KICKER @ 6'-0" OC LIGHT -GAUGE METAL FRAMING: 3 5/8" STUDS AT 16" OC WITH BATT INSULATION (WHERE INDICATED AS ACOUSTIC -RATED WALL CONSTRUCTION) OVER GYPSUM BOARD: 5/8" Y Y Y Y Y Y Y /\ /\ AA AA /\ /\ / \/ \/ \/ \/ \/ \/ \/ \/ \/ Y Y Y Y Y Y Y Y /\ /\ /\ /\ /\ /\ /\ /\ /\ / \/ \/ \/ \/ \/ \/ \/ \/ 3 5/8" METAL STUD WALL ASSEMBLY SCALE: 1 1/2" = 1'-0" WALL PARTITION GENERAL NOTES 1 2 STUD SPACING AT 16" O.C. ALL SOUND WALL SYSTEMS SHALL BE AIR TIGHT TO AVOID SOUND TRANSMISSION THROUGH CRACKS OR HOLES. FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN THE SOUND WALL AND ALL DISSIMILAR SURFACES. TAPING GYPSUM BOARD WALL AND WALL -CEILING INTERSECTIONS PROVIDE AN ADEQUATE AIR SEAL. RECESSED WALL FIXTURES SUCH AS FIRE EXTINGUISHER CABINETS, ELECTRICAL OR DATA OUTLETS SHALL NOT BE LOCATED BACK TO BACK OR IN THE SAME STUD CAVITY. ANY OPENING FOR FIXTURES OR PIPE SHALL BE CUT TO THE PROPER SIZE AND SEALED. ALSO, SEE FIGURE 11 OF THE GA -600-2009 FIRE RESISTANCE DESIGN MANUAL 3 5/8" THICK, "TYPE X' GYSPSUM WALL BOARD, UNO. 4 PROVIDE BACKING/STRUCTURAL SUPPORT FOR ALL WALL MOUNTED EQUIPMENT, FIXTURES AND CABINETS. 5 6 PACK MINERAL FIBER INSULATION AROUND PIPES, CONDUITS, DUCTS OR OTHER EQUIPMENT THAT PENETRATE NON -FIRE RATED PARTITIONS. GREATER STUD SIZE (DEPTHS) ARE PERMITTED TO MEET GA - FILE ASSEMBLY RATINGS. STUD SPACINGS INDICATED ARE MAXIMUMS. GYPSUM BOARD: 5/8" LIGHT -GAUGE METAL FRAMING: 3 5/8" STUDS AT 16" OC WITH BATT INSULATION (WHERE INDICATED AS ACOUSTIC -RATED WALL CONSTRUCTION) OVER CHASE LIGHT -GAUGE METAL FRAMING: 3 5/8" STUDS AT 16" OC GYPSUM BOARD: 5/8" YYY YJY Y Y Y Y Y moi' Y Y Y Y- Y Y Y l'`1' Y /\ \ /\ /\ /\ /\ /\ /\ I\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ I. /\ /\ \/ \/ \/ \/ \/ \/ \/ \/\,/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ w lE w W3 SUSPENDED CEILING SYSTEM WALL PER PLAN GYPSUM BOARD: 5/8" OVER LIGHT -GAUGE METAL FRAMING: 2 1/2" STUDS AT 16" OC WITH BATT INSULATION (WHERE INDICATED AS ACOUSTIC -RATED WALL CONSTRUCTION) OVER AIR- 1" LIGHT -GAUGE METAL FRAMING: 3 5/8" STUDS AT 16" OC WITH GYPSUM BOARD: 5/8" TYP PARTITION WALL BRACING PUBLIC SIDE v\vv v V v v v ti v v v v A A /\ A A A A A A A A A/ /\ n n n n n n n n n /\ A \ /\ A, /V V V V V V V V \/ V V V V V V V V V V V V \/ V \/ V V V \/ CO GA FILE NO WP 5017 TYPICAL CHASE WALL ASSEMBLY SCALE: 1 1/2" = 1'-0" GYPSUM BOARD: 5/8" OVER LIGHT -GAUGE METAL FRAMING: 6" STUDS AT 16" OC WITH BATT INSULATION (WHERE INDICATED AS ACOUSTIC -RATED WALL CONSTRUCTION) OVER GYPSUM BOARD: 5/8" -Y Y /\ IS \/ Y Y Y Y Y Y Y Y Y /\ /\ /\ /\ /\ /\ /\ /\ /\ \/ \/ \/ \/ \/ \/ \/ \/ \/ Y Y Y Y Y Y Y Y Y /\ /\ /\ /\ /\ /\ /\ /\ /\ \I \/ \/ \/ \/ \/ \/ \/ \/ Y Y /\ /\ / \/ d` O •U w 0 Ig M 5 U3 0w LO N w 11 > a o �- N Q (I? a. � � N O� I— N SEAL 9859 REGISTERED ARHITECT LAURA A. J rOBSON STATE OF HINGTON CLINIC TENANT IMPROVEMENT LL W F- F- 0 - F - 0 0 0 0 z 0 CD W 5 co co cc REVISIONS FINISH MATERIALS AS SCHEDULED GA FILE NO WP 5017 TOILET SIDE GA FILE NO WP 1072 WALL ASSEMBLY @ RESTROOM PUBLIC SIDE SCALE: 1 1/2" = 1'-0" W2 5/8" GWB ON CEILING WITH BATT INSULATION 5/8" GWB ON EACH SID OF WALL BATT INSULATION 1" AIR GAP 3 5/8" STUD SPACING 16" OC 21/2" STUD SPACING 16" OC ACOUSTIC SEALANT AT PERIMETER AND AT ALL PENETRATIONS IN ACOUSTIC WALLS ONLY. SEE CEILING PLANS FOR ACOUSTIC WALL LOCATIONS. RUNNER SET WITH FOAM TAPE AND SEALANT AT ACOUSTIC WALLS ONLY. GYPSUM BOARD: 5/8" LIGHT -GAUGE METAL FRAMING: 3 5/8" STUDS AT 16" OC WITH BATT INSULATION (WHERE INDICATED AS ACOUSTIC -RATED WALL CONSTRUCTION) OVER CHASE LIGHT -GAUGE METAL FRAMING: 3 5/8" STUDS AT 16" OC GYPSUM BOARD: 5/8" ( BASE; SEE INTERIOR FINISH SCHEDULE • 0.145" X 1-1/2" POWDER ACTUATED FASTENERS AT 16" OC FINISH FLOOR PUBLIC SIDE Y-YYYYYYY YYYYYYYI-i'`Y PUBLIC SIDE TOLIET SIDE 2 a <H 0 6" METAL STUD WALL ASSEMBLY SCALE: 1 1/2" = 1'-0" GYPSUM BOARD: 5/8" OVER LIGHT -GAUGE METAL FRAMING: 3 5/8" STUDS AT 16" OC WITH BATT INSULATION (WHERE INDICATED AS ACOUSTIC -RATED WALL CONSTRUCTION) OVER GYPSUM BOARD: 5/8" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 9 2016 PERMIT CENTER YYY YYYYYYYY "YYYYYYYY-7Y /\ /s /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/_ \/ \/ / \/ DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE WALL PARTITION TYPES AND DETAILS BCRA 12 COPYRIGHT 2016. BCRA, INC. ALL RIGHTS RESERVED SHEET TOILET SIDE SOUND ISOLATION WALL TO CEILING DETAIL TYP INTERIOR PARTITION WALL AT SLAB 3" = 1'-0" GA FILE NO WP 1072 A CHASE WALL ASSEMBLY @ PUBLIC USE SPACE "" SCALE: 1 1/2" = 1'-0" W 3 5/8" METAL STUD WA ISCALE: 1 1/2" = 1'-0" BLY 4.01 MIT SET 90. LEGEND GENERAL NOTES ACT -1 ACOUSTIC CEILING TILE (2'x5') LIGHT, REFER TO ELEC DIMENSIONS ARE TO GRID OR FACE OF FINISH UNO. REFER TO SHEET A4.01 FOR WALL TYPES ACT -2 ACOUSTIC CEILING TILE (2'x2') ACT -3 ACOUSTIC CEILING TILE (2'x2') ACT- 4 METALWORKS 3D TILE (2'x2'X2") WOOD PANELS APPLIED TO SUSPENDED CEILING SYSTEM UNDERCABINET TASK LIGHTING LIGHT, REFER TO ELEC LIGHT, REFER TO ELEC LIGHT, REFER TO ELEC LIGHT, REFER TO ELEC LIGHT, REFER TO ELEC LIGHT, REFER TO ELEC EXIT LIGHT, REFER TO ELEC MECH GRILL, REFER TO MECH MECH GRILL, REFER TO MECH FAN, REFER TO MECH CEILING HEIGHT PARTITION WALL -EXTEND TO 6" ABOVE ADJACENT CEILING, TYP EXIT SIGN REFER TO ENLARGED PLANS FOR ADDITIONAL WALL TYPE CALL -OUTS AND DIMENSIONING. CEILING HEIGHTS ARE 9'-0" UNO. REFER TO SHEET A5.11 AND A5.12 FOR TYPICAL CEILING DETAILS. SEAL 9859 REGISTERED A HITECT LAURA A.Ij,` OBSON STATE OF WASHINGTON 1\rAt-L- - ///1 /// v ®® % / // - OILED, �� /' / / / /// o ' 0" ®4 COMMUNITY S ITE KIDS SUITE WELLNESS SUITE CHECK-OUT COPY SCAN 0 W a CLINIC TENANT IMPROVEMENT REVISIONS w z w 0 F- 0 VJ 0 0 z Q cc a. cc w co Zs- W co U rn N 0o tiI-2 ILY SUITE KNOWLED TECHNOLI SUITE STORAGE •-/�, // % SPA MI / j/� PO'', / / / o ' 0" ADMIN/ MANAGE DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE REFLECTED CEILING PLAN RFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" a M N RECEIVED CITY OF TUKWILA MAR 0 9 2016 PERMIT CENTER 11111111111111 BCRA ©COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET A5.01 ERMIT SET 4" METAL STUDS @ 16" OC, EXTEND TO EXISTING STRUCTURE O o _C a) W 20 0 m¢ Mw N (DLu LLj N Z LL tia CO () N Q CD � 1- N SEAL PAINTED MDF (PT -1) PAINTED MDF (PT -1) REGISTERED ARI HITECT >� o I I I I I I I I WOOD PANEL (WD -1) Z -CLIP ALIGN WOOD PANEL ABOVE ABOVE 6" AT FLOOR LIGHT FIXTURE, SEE ELCTRICAL DRAWINGS GWB, PT -3 LAURA A. J OBSON STATE OF HINGTON Studv'L VARIES CORNER BEAD 2.5" METAL STUDS @ 16" OC PLAN - WOOD PANEL @ BANQUETTE 1 1/2" = 1'-0" SOFFIT DETAIL 1 1/2" = 1'-0" 6" METAL STUDS @ 16" OC, EXTEND TO EXISTING STRUCTURE LAY -IN TILE IIIIIIIIIIII SEE PLAN PER PLAN PAINTED MDF (PT -1) SEE PLAN 4" METAL STUD NAILER LAY -IN CEILING PANEL METAL STUD CROSS BRACE @ 36" OC METAL STUDS @ 16" OC WINDFALL WOOD PANEL (WD -1) Z -CLIPS ADJ o SHELF REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 4" METAL STUDS @ 16" OC, EXTEND TO EXISTING STRUCTURE 4" METAL STUDS @ 16" OC PAINTED MDF (PT -1) City of Tukwila BUILDING DIVISION MAR 0 9 2016 PERMIT CENTER SEE PLAN CORNER BEAD WOOD WALL / CEILING @ BANQUETTE 1 1/2" = 1'-0" TYPICAL UPPER CABINET AND SOFFIT 1 1/2" = 1'-0" SOFFIT DETAIL 1 1/2" = 1'-0" U a CLINIC TENANT IMPROVEMENT REVISIONS W F- z W 0 F- 0 v) r0 V 0 z ACOUSTICAL PANEL 12 GA HANGER WIRE @4'-0" OC - MINIMUM OF 3 TIGHT TURNS AROUND ITSELF WITHIN 3" AND PLUMB WITHIN 1 IN 6 (2) 12 GA SLACK WIRES AT DIAGONAL FIXTURE CORNERS. ATTACH TO STRUCTURE ABOVE VERTICAL HANGER WIRE: 12 GA @ 4'-0 MAX OC IN BOTH DIRECTIONS AND AT EACH END 2 1/4" SUSPENDED ACOUSTICAL CEILING GRID SYSTEM - HEAVY DUTY MAIN RUNNERS LATERAL BRACING* : (4)12 GA WIRES IN PLANE OF EACH RUNNER, SPLAYED 90 DEGREES FROM EACH OTHER W/ (4) FULL TURNS AT EACH END. BRACING SHALL BE 12' OC MAX AND 6' MAX FROM WALLS LATERAL BRACING* : COMPRESSION STRUT AT 12'-0" MAX OC EACH WAY (START FIRST POINT WITHIN 6'-0" FROM EACH WALL) LIGHT FIXTURE CLIPS. ATTACH TO MAIN CEILING TEE AT EACH CORNER (4 PER FIXTURE) SUSPENDED ACOUSTICAL CEILING TILE DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE CEILING DETAILS STEEL ANGLE - 1" X 1" CONTINUOUS ANGLE MOLDING WITH CONCEALED SEISMIC CLIP AT EACH RUNNER WALL, SEE FLOOR PLANS FOR CONSTRUCTION MAIN TEE CROSS TEE LIGHT FIXTURE. REFER TO ELECTRICAL ACOUSTICAL PANEL CEILING TILE SPREADER BAR WITHIN 8" OF PERIMETER WALL AT MAIN RUNNERS 2" MAX FROM BRACE WIRES TO COMPRESSION STRUT CROSS RUNNER HEAVY DUTY MAIN RUNNERS BCRA ® COPYRIGHT 2016 - BCRA, INC. ALL RIGHTS RESERVED SHEET * NOTE: LATERAL BRACING IS NOT REQUIRED FOR CEILINGS LESS THAN 1,000 SQUARE FEET PROVIDED THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. PERIMETER @ SUSPENDED ACT CEILING SEISMIC FASTENING AT LIGHT FIXTURE BRACING AT SUSPENDED ACT CEILING 3" = 1'-0" A5.1 1 IT SET 3/4/2016 2:35:38 PM .n. 'tkl.w"5`dbnB�"P�L�+' CB Technics Docune n ►i s ' r s on Sy t ttforOAcous ca �eIisix i Desi g nCateg • r This document has been revised based on current Building Code stan dards.'In all buildings, other than structures classified essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document ar deemed to comply with the current building code interpretation This document provides the IBC -2012 referenced standards for the installation of suspension systems:fir acoustical lay in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection This document is designed to accomplish the intent of the International Building Code (IBC) with regard to the requirements for seismic design:: category D, E and F for suspended ceilings and related items, Unless suppoited by engineering, the suspension system shall b installed per these requirements and those of the referenced documents,Manufacturers' recommendations should be followed where applicable. ..,: General Recommendations • Referenced sources per hierarchy: 2012 International Building Code (IBC), American Society of Civil Engineers (ASCE 7-10), American Society of Testing Materials (ASTM C 635, ASTM C 636, ASTM E 580/E 580M), and Ceilings and Interior Systems Construction Association (CISCA). • Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be independent of the ceiling splay bracing system. Source: ASCE 7-10 Section 13.5.8.1 • For further information on bracing of non -load bearing partitions refer to NWCB Technical Document #200-501. • All main beams are to be Heavy Duty (HD). Source: ASTM E580 Section 5.1.1 • Ceilings less than or equal to 144 ft2 and surrounded by walls connected to the structure above are exempt from the seismic design requirements. Source ASTM E580 Section 1.4 • These recommendations are intended for suspended ceilings and related components in areas that require resistance to the effects of earthquake motions. Source: ASTM £550 Section 3.2 • All wire ties are to be three tight turns around itself within three inches. Twelve gage maximum 3" Hanger wire spaced 4 foot on center (figure 1). Source:AsrM cos section 2.3.4 t7emm) • Changes in ceiling planes will require positive bracing. Source: ASTM E580 Section 5.2.8.6 NW WALL 3 CLILlr G 3Utz Alt Wr?"""ilWC$Y' WALL AND C1 IL1NG Eltii4CALI i (� ciao a Hi c tt ar �taxatdard finure 1 HEADQUARTERS 28 25 Eastlake Ave E Ste 350 i Seattle, WA 98102 tel 206-524-4243 I email info', nwcb.org OREGON tel 50$-295-0333 email oregon(tnwcb.org figure 2 Lateral force Bracing 45" edam 65" L'1'lc5 45' or lois Cross tee Main beam figure 3 Maximum Recommended Lengths for Vertical Struts 12 gage splayed brace wires EMT conduit %' EMT conduit up to 5'10" up to 7'8" 1" EMT conduit up to 9' 9" Single 1W metal stud (20 gage) up to 12'0" Back-to-back 1W metal stud up to 15'0" (20 gage) Single 2W metal stud (20 gage) up to 13'6" Back-to-back 2 G" metal stud (25 gage) up to 15'0" Source` Portland Building Department Nola: Plenum areas greater Than 15'0' will require engineering calculations. figure 4a Attached Wall Molding Requirements figure 4b Unattached Wall Molding Requirements mum IV CO m"I firm Lateral Force Bracing (figures 2and 3) • Ceilings constructed of screw -or -nail -attached gypsum board on one level that are surrounded by and connected to wails or soffits that are laterally braced to the structure above are exempt from seismic design requirements. Source: ASCF. 7-10 Section 13.5.6..2.2 Excoption 2, RSTM E580 Seam'? 1.7 • Ceiling areas of 1000 ft2 or less shall be exempt from later force bracing requirements. Source: ASTM £580 Section 1.6 • Lateral force bracing is the use of vertical struts (compression posts) and splay wires (see figure 2). • Lateral Force Bracing shall be 12 feet on center (maximum) and begin no farther than 6 feet from walls. Source: ASTM Esso Section 5.2.8.2 • Seismic splay wires are to be four 12 gage wires attached to the main beam. Wires are arrayed 90° from each other and at an angle not exceeding 45° from the plane of the ceiling. Source: ASTM E580 Section 52.8.2 • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, with a safety factor of 2, whichever is greater (figure 6b). Source: C!SCA zones 3-4 • Power Actuated Fasteners (PAF's), when used for seismic application as part of the prescriptive path in Seismic Design Categories D, E and F, shall have an ICC -ES approval for seismic applications and shall require "special inspection” irrespective of the type of occupancy category the structure is in. PAF anchors for kicker wires (splayed wires installed for purposes other than seismic restraint) are exempt from this requirement. source: Stateof Oregon, Building Codes Division • Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. Seance: ASTM £580 Section 5.2,8.2 • Rigid bracing may be used in lieu of splay wires, Source: ASTME580 Section 5.2.8.4 • Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. swim): Portland Beading Drrnarnncnt • Vertical struts must be positively attached to the suspension systems and the structure above. source: ASTME580 section 5.2.8.2 • The vertical strut may be EMT conduit, metal studs or a proprietary compression post (see figure 3). Wall Moldings (figures 4e and 4b) • Wall moldings (perimeter closure angles) are required to have a horizontal flange 2 inches wide. One end of the ceiling grid shall be attached to the wall molding, the other end shall have a 3/4 inch clearance from the wall and free to slide. Source: ASA,' £580 Section 5.2.2, Section 52.3 • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for the 2 -inch closure angle. Source: State of Oregon, Building Cortes Division • The grid shall be attached at two adjacent walls (pop rivets or approved method). Soffits extending to a point at least level with the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be PAGE 2 OF 4 : "OR7:1;Wr.st WALL AND ...:Chao Liii^CAU figure 5a figure 5b • Countersleping figure 6a Vertical hanger wire attachment Shat -in anchor — — Structural concrete Ceiling dip .-.-...-......Ceilingdip 3 turns Vertical hanger wire figure 6b SIB' max, Splayed seismic bracing wire attachment dritl•in expansion anchor Structural concrete Steel strap 1" wide x 2" long x 12 gage minimum 3 turns --,•--- Splayed seismic bracing wire a - equivalent to walls. Source: Stine of Oregon, Butdding Codes Divi; ion, ASTM £580 Section 5,2.3, Section 52.9.1 Spreader Bars (figure 4b) • Terminal ends of main runners and cross members shall be tied together or have some other approved means to prevent their spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8 in. of each wall. Source: ASTM £580 Section 5.2.4 • Spreader bars are not required at perimeters where runners are attached directly to closure angles. • Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall. • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for spreader bars. Source: State of Oregon. Building Codes D,claion Hanger (Suspension) Wires (figures 5a and Sb) • Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a) counter sloping wires are provided (figure 5b). Source: ASTM C636 Section 2.1.4 • Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. Source: ASTM 0636 Section 2.1 • Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds. Source: =CA :ones 3-4 • Powder Actuated Fasteners (PAFs) are an approved method of attachment for hanger wires. Source: State of Orogen, Budding Codes Division • Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire (see figure 4 & 5 a). Source: ASTM E580 Section 5.2.6 • Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be sized to resist the dead load and lateral forces appropriate for the seismic category. Source: ASTM £580 SeCtidn Electrical fixtures • Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure above. This wire may be slack. source, ASTM E560 Section 5.3.4 • Light fixtures weighing more than 10 pounds and less than 56 lbs. shall have two 12 gage wires attached at opposing corners of the light fixture to the structure above. These wires may be slack. Source: ASTM555Q Suction 53.5 • Light Fixtures weighing more than 56 lbs. shall be supported directly from the structure above by approved hangers. Source: ASTM E580 Suction 5.3.6 • Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate support without using the ceiling suspension system for direct support. Source: ASTM £58.0 Soction 5.3.7 • Tandem fixtures may utilize common wires. Mechanical Services • Terminals or services weighing less than 20 lbs. shall be positively attached to the ceiling suspension main runners or to cross runners that have the same carrying capacity as the main runners. Sawcu:ASTME580 Section 5.4.1 PAGE 3OF4 1hC .tilt "L�, WALL Ar D Cti1LIN,. DtsASAU figure 7 • Terminals or services weighing 20 lbs, but not more than 56 lbs. shall have, in addition to 5.4.1, two 12 gage wires connecting them to the ceiling system hangers or the structure above. These wires may be slack. setae; ASTM £580 Section 5.4.2 • Terminals or services weighing more than 56 lbs. shall be supported directly from the structure above by approved hangers. Source: ASTM £580 Section 5.4.3 Seismic Separation Joints (figure 7) • For ceiling areas exceeding 2,500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system, closure angles and penetrations to provide sufficient clearance. Source: ASCE 7.10 Section 13.5.6.2.2 b Glossary for this Document (regionalt ,mina! CROSS: CEs The cross member that interlock. with"the main beams, also k ml►wn as crosmber thrs orcross :T; bars lu • DIFFUSER A circular or rectangular metal grill used for the passage of air;from a ducted system,' ESSENTIAL SERVICE BUILDINGS Any buildings, designed to be =_ used by.public agencies ase fire station; police;statlon,,emer gency operations center, Mate Patrol"office, sheriffs aff ce, or emergency tionmunication ;dispatch center GRID The main beams and cross tees of the suspension system...' HANGER WIRE 10or-12 gage soft annealed wire used as pri ri RID i.upportfor aor;1 rid ystem. Also called suspension wires. LATERAL FORCE.BRACING The bracing method used to prevent' ceiling"uplift or` restrict lateral movement during a seismic event Lateral force bracing consists of vertical struts•and splay wires. MAIN BEAM The printery suspension iimember supported by hanger wires,'also known` as the main runner, carrying tee, CartYcarrying runner or mains l NG/CLOSURE ANGLE A light gauge metal angle or chan- nel fastened to lite perimeter wall or partition to support the • The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans. If a seismic separation joint is required by the designer, the designer may use the generic joint detailed in this document or a proprietary joint. The amount of free movement (gap design) shall be a minimum of 3/4 inch. Source: State of Oregon. Building Codes Division • In lieu of seismic separation joints, the ceiling may be divided into areas less than 2500 square feet by the use of partitions or soffits as follows: partitions shall extend a minimum of 6 Inches above the level of the plane of the grid and shall be independently braced to the structure above. Soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and laterally braced to the structure above. Source: Slate of Oregon BtVEli xg Codes Division, ASTM 5580 Section 53.6.1 Sprinklers • For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 Inch oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at least 1 inch in all horizontal directions. Flexible head design that can accommodate 1 inch free movement shall be permitted as an alternate. Source: ASTM £580 Section 5.2.8.5 y ay varj perimeter ends of an "accoustical ceiling grid PERIMETER CLIPS Proprietary angle bracket attached directl to the wall moldinglclosure,angle which\ailows for 54" move rent ln;the event of seismic activity and'intert"ocks property with ends of grid system PERIMETER WIRES Hanger wi the surrounding wails.. PLENUM The space above a."suspended ceiling. SLACK' WIRE A 12 gage wire that is, not tight or taut. SPREADE or. SPACER I ARA barwith notches to; prevent tit suspension system from separating,. also called a stabilizer bar:' pl y ed withineight inches of SPLAY. WIRES Wires In lied an angle rather than pe pen dicular to the grid. VERTICAL STRUTS The rigid vertical, member used in later- al force bracing of the suspension system. Also known asl compression posts. seismic, pads, seismic struts. Common materials are eloctrtcal conduit (EMT), motet studs or propri- etary products, The NWCB has hoop srrving the construction industry for over forty years. Itis recognized as a technical authority, oducatinnnt body and spokesperson for the wall and coiling Industry, It provides ser ices to architects and the construction community on all matters relating to the diversified wet and ceiling Industry. As the Industry's development and coordination organization, the NWCB saw the need to establish a document to provide clarification and the Intent of NEHRP (National Earthquake Hazards deduction Program) an agency of FEMA (Federal Emergency Management Agency). II is meant to serve as a set of recommendations and is not intended for any specific construction protect. This technical document Is to serve as a guideline and it is not intended for any specific construction projects. NWCB makes no express or Implied warranty or guarantee of the techniques, construction methods or materials identified herein. PAGE 4 OF 4 NCR,t{vJLf VWALt, AND Cr. , iNL BUREAU REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 9 2016 PERMIT CENTER SEAL 9859 LAURA A. J ; �OBSON STATE OF HINGTON CLINIC TENANT IMPROVEMENT W H z W U H ♦0 VJ fO V_ 0 z Q a_ ce tu 0o Z W tb O CY N O co (/) tiI-2 �t'nH DRAWN BY: Author SHEET TITLE CEILING DETAILS m COPYRIGHT 2016 • BCRA, INC. ALL RIGHTS RESERVED A5.12 PERMIT SET /4/2016 2:35:4 / 42" 42" 16"D 16"D 30" 30" ===1=_,=____X_='7=_- / \• ,-= I \ =====i=====\ ‘V' A \ / A I ==F�-= I / \ --1— V A \ / I - - / PAINT (PT -1) RUBBER BASE (RB -1) SOLID SURFACE COUNTER (SSF-2) WOOD (WD -1) 2'-10 1/2" = VERTICAL SURFACES WITH MITERED CORNERS (PLAM-1) 4"X1/4" SOLID SURFACE BASE TYP. (SSF-2) CLOCK / TIMER (O.F.V.I.) PUSH BUTTON r lo� PAINT (PT -1) SHEET VINYL COVE (SV -2) PPE CABINET (O.F.C.I.) PAINT (PT -1) GLASS INSET AT DOORS (GL -2) UPPER VERTICAL SURFACES (PLAM-1) SHEET VINYL COVE (SV -2) 17 116 CARE TEAM - SOUTH 2 1/4" = 1'-0" 16 116 CARE TEAM -SOUTH 1/4" = 1'-0" 15 114 TREATMENT - SOUTH 1/4" = 1'-0" 14 114 TREATMENT - EAST 1/4" = 1'-0" L 191" 48" 30" 30" 30" 48" 24"D 12"D 12"D 12"D 24"D A •1\. co \ /r ,\ I • / \ / \ / \ . / _ _ I I V• 1 1 il \ /__ ® ®u 0001 L410111 1L 30" 24"D 35" LI5»Li5»j, Jr 24"D 24"D 0- GLASS INSET AT DOORS (GL -2) UPPER VERTICAL SURFACES (PLAM-1) SOLID SURFACE (SSF-1) LOWER VERTICAL SURFACES (PLAM-2) 24" 36" 30" 36" 0 M • ao 18"D I 18"D I 18"D 24"D 1, 30" jr CLR - UPPER VERTICAL SURFACES (PLAM-1) - SOLID SURFACE (SSF-1) LOWER VERTICAL SURFACES (PLAM-2) 48" 36" 36" 24"D I I 18"D 18"D ___T_7___ — A , �` / N N / , �` / N N / ;:; A •1\. co \ /r ,\ • -I-- -- V• \ /__ ® ®u 1, 30" jr CLR - UPPER VERTICAL SURFACES (PLAM-1) - SOLID SURFACE (SSF-1) LOWER VERTICAL SURFACES (PLAM-2) 48" 36" 36" 24"D I I 18"D 18"D 15" Jr 30" jr 30" 24"D 24"D 24"D UPPER VERTICAL SURFACES (PLAM-1) SOLID SURFACE (SSF-1) LOWER VERTICAL SURFACES (PLAM-2) PLASTIC LAMINATE VERTICAL SURFACES AND COUNTER (PLAM-1) COPIER & SHREDDER (O.F.C.I) PAINT (PT -1) 13 114 TREATMENT - NORTH 1/4" =1'-0" 12 108 CLEAN & MED - WEST 1/4" = 1'-0" 11 108 CLEAN & MED - EAST 1/4" = 1'-0" 10 106 CHECKOUT & COPY SCAN •- WEST 1/4" = 1'-0" PAINT (PT -3) PLASTIC LAMINATE VERTICAL SURFACES AND COUNTER (PLAM-1) RUBBER BASE (RB -1) SIDE SPLASH PLASTIC LAMINATE COUNTER (PLAM-1) BLANKET WARMER (O.F.C.I.) RUBBER BASE (RB -1) WHEELCHAIR STORAGE 4"x1/4" SOLID SURFACE BASE (SSF-2) COMPUTERS (O.F.C.I) (PROVIDE POWER) RACEWAY/ACCESS PANEL/CABLE MANAGEMENT TELLER PED. (O.F.C.I) PRINTER PENCIL DRAWER & IPAD STORAGE (PROVIDE POWER) PAINT (PT -3) 30" CLR ADA TRANSACTION M WOOD (WD -1) SOLID SURFACE COUNTER (SSF-2) SOLID SURFACE (SSF-2) WOOD ON BACK OF REVEAL ONLY (WD -1) SOLID SURFACE (SSF-2) LED ROPE LIGHT 4"x1/4" SOLID SURFACE BASE (SSF-2) WOOD (WD -1) EGD PANEL, REFER TO DESIGN INTENT DRAWINGS PAINT (PT -1) RUBBER BASE (RB -1) 106 CHECKOUT & COPY SCAN- EAST 1/4" = 1'-0" 8 105 SCALE - WEST 1/4" = 1'-0" REGISTRATION - EAST 1/4" = 1'-0" 102 REGISTRATION - WEST 1/4" = 1'-0" 5 101 LOBBY - WEST RIGHT 1/4" = 1'-0" WOOD (WD -1) WITH TOUCH LATCH OPEN DOORS WITH MESSAGING APPLIED SOLID SURFACE SURROUND (SSF-2) CONCEALED UNDER COUNTER TASK LIGHTING TILE UNDER CABINETS AND BELOW COUNTER (T-2) 1" SOLID SURFACE PANEL (SSF-2) RUBBER BASE (RB -1) PAINT (PT -1) 24" 30"— COFFEE MAKER (O.F.C.I) PAINT (PT -3) EGD PANEL, REFER TO DESIGN INTENT DRAWINGS M REFRIGERATOR (O.F.C.V.I) 2" SOLID SURFACE COUNTER AND 4" BACKSPLASH (SSF-2) GARBAGE & RECYCLE (O.F.V.I) J S PAINT (PT -1) RUBBER BASE (RB -1) - EXISTING STOREFRONT LIGHTING FIXTURES, REFER TO ELECT. DWGS CUSTOM BAR HEIGHT TABLES EXISTING DOOR MAKE OPERABLE. VERIFY EXSITING DOORS CAN BE MODIFIED TO BE OPERABLE. WASTE AND RECYLCE CONTAINERS (O.F.V.I) PAINT (PT -1) RUBBER BASE (RB -1) 8'-3 1/2" REVIEWED FOR CODE COMPLIAN ;E APPROVED MAY 05 201G • 1 in I - City of Tukwila BUILDING DIVISION PAINT (PT -1) RECEIVED CITY OF TUKWILA MAR 0 9 2016 PERMIT CENTER RUBBER BASE (RB -1) 101 LOBBY - WEST 1/4" = 1'-0" 101 LOBBY - SOUTH 1/4" = 1'-0" 101 LOBBY - EAST 1/4" = 1'-0" 1 101 LOBBY - NORTH 1/4" = 1'-0" SEAL 9859 REGISTERED A HITECT LAURA A. ; OBSON STATE OF WASHINGTON U W 0_ CLINIC TENANT IMPROVEMENT W E— z W U F— ♦0 vJ 0 z HCENTER PARKWAY, REVISIONS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE INTERIOR ELEVATIONS BCRA 0 COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET A10.01 ___T_7___ — A , �` / N N / , �` / N N / ;:; V• 15" Jr 30" jr 30" 24"D 24"D 24"D UPPER VERTICAL SURFACES (PLAM-1) SOLID SURFACE (SSF-1) LOWER VERTICAL SURFACES (PLAM-2) PLASTIC LAMINATE VERTICAL SURFACES AND COUNTER (PLAM-1) COPIER & SHREDDER (O.F.C.I) PAINT (PT -1) 13 114 TREATMENT - NORTH 1/4" =1'-0" 12 108 CLEAN & MED - WEST 1/4" = 1'-0" 11 108 CLEAN & MED - EAST 1/4" = 1'-0" 10 106 CHECKOUT & COPY SCAN •- WEST 1/4" = 1'-0" PAINT (PT -3) PLASTIC LAMINATE VERTICAL SURFACES AND COUNTER (PLAM-1) RUBBER BASE (RB -1) SIDE SPLASH PLASTIC LAMINATE COUNTER (PLAM-1) BLANKET WARMER (O.F.C.I.) RUBBER BASE (RB -1) WHEELCHAIR STORAGE 4"x1/4" SOLID SURFACE BASE (SSF-2) COMPUTERS (O.F.C.I) (PROVIDE POWER) RACEWAY/ACCESS PANEL/CABLE MANAGEMENT TELLER PED. (O.F.C.I) PRINTER PENCIL DRAWER & IPAD STORAGE (PROVIDE POWER) PAINT (PT -3) 30" CLR ADA TRANSACTION M WOOD (WD -1) SOLID SURFACE COUNTER (SSF-2) SOLID SURFACE (SSF-2) WOOD ON BACK OF REVEAL ONLY (WD -1) SOLID SURFACE (SSF-2) LED ROPE LIGHT 4"x1/4" SOLID SURFACE BASE (SSF-2) WOOD (WD -1) EGD PANEL, REFER TO DESIGN INTENT DRAWINGS PAINT (PT -1) RUBBER BASE (RB -1) 106 CHECKOUT & COPY SCAN- EAST 1/4" = 1'-0" 8 105 SCALE - WEST 1/4" = 1'-0" REGISTRATION - EAST 1/4" = 1'-0" 102 REGISTRATION - WEST 1/4" = 1'-0" 5 101 LOBBY - WEST RIGHT 1/4" = 1'-0" WOOD (WD -1) WITH TOUCH LATCH OPEN DOORS WITH MESSAGING APPLIED SOLID SURFACE SURROUND (SSF-2) CONCEALED UNDER COUNTER TASK LIGHTING TILE UNDER CABINETS AND BELOW COUNTER (T-2) 1" SOLID SURFACE PANEL (SSF-2) RUBBER BASE (RB -1) PAINT (PT -1) 24" 30"— COFFEE MAKER (O.F.C.I) PAINT (PT -3) EGD PANEL, REFER TO DESIGN INTENT DRAWINGS M REFRIGERATOR (O.F.C.V.I) 2" SOLID SURFACE COUNTER AND 4" BACKSPLASH (SSF-2) GARBAGE & RECYCLE (O.F.V.I) J S PAINT (PT -1) RUBBER BASE (RB -1) - EXISTING STOREFRONT LIGHTING FIXTURES, REFER TO ELECT. DWGS CUSTOM BAR HEIGHT TABLES EXISTING DOOR MAKE OPERABLE. VERIFY EXSITING DOORS CAN BE MODIFIED TO BE OPERABLE. WASTE AND RECYLCE CONTAINERS (O.F.V.I) PAINT (PT -1) RUBBER BASE (RB -1) 8'-3 1/2" REVIEWED FOR CODE COMPLIAN ;E APPROVED MAY 05 201G • 1 in I - City of Tukwila BUILDING DIVISION PAINT (PT -1) RECEIVED CITY OF TUKWILA MAR 0 9 2016 PERMIT CENTER RUBBER BASE (RB -1) 101 LOBBY - WEST 1/4" = 1'-0" 101 LOBBY - SOUTH 1/4" = 1'-0" 101 LOBBY - EAST 1/4" = 1'-0" 1 101 LOBBY - NORTH 1/4" = 1'-0" SEAL 9859 REGISTERED A HITECT LAURA A. ; OBSON STATE OF WASHINGTON U W 0_ CLINIC TENANT IMPROVEMENT W E— z W U F— ♦0 vJ 0 z HCENTER PARKWAY, REVISIONS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE INTERIOR ELEVATIONS BCRA 0 COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET A10.01 2 a N O 1EI SEAL 9859 REGISTERED A HITECT LAURA A. OBSON STATE OF WASHINGTON 32" 32" co r • U u •- o ap n n 34" 4,I5" jr 18" 4, PAINT (PT -3) SOLID SURFACE COUNTER & BACKSPLASH (SSF-2) LOWER VERTICAL SURFACES (PLAM-2) RUBBER BASE (RB -1) PAINT (PT -1) SPLASH GUARD SOLID SURFACE COUNTER (SSF-1) SINKS, SEE PLUMBING WALL MOUNTED SHELF (PLAM-1) SHEET VINYL COVE BASE (SV -1) • PAINT (PT -1) PLASTIC LAMINATE COUNTER (PLAM-1) RUBBER BASE (RB -1) PAINT (PT -1) VERTICAL SURFACES AND COUNTER (PLAM-1) RUBBER BASE (RB -1) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila i BUILDING DIVISION STAFF LOUNGE - WEST 1/4" = 1'-0" 5 122 SOIL - WEST 1/4" = 1'-0" 7 XRAY - SOUTHWEST 1/4" = 1'-0" 6 X-RAY - EAST 1/4" = 1'-0" PAINT (PT -1) UPPER VERTICAL SURFACES (PLAM-1) SOLID SURFACE (SSF-1) LOWER VERTICAL SURFACES (PLAM-2) 16" 32" 30" 30" 12"D 12"D co 0 M PRINTER �jce 11i - 0 I reI=1 1 c=n 1 < co M L J 12"D 12"D \ / PAINT (PT -1) 2" SOLID SURFACE SURROUND (SSF-2) UPPER VERTICAL SURFACES (PLAM-1) SOLID SURFACE (SSF-1) LOWER VERTICAL ® OM M �® 32" jr jr 30" jr SURFACES (PLAM-1) SUPPORTS AS NECESSARY EGD PANELS, REFER TO DESIGN INTENT DRAWINGS PAINT (PT -3) SOLID SURFACE COUNTER AND WATER FALL EDGE (SSF-2) COUNTER AND VERTICAL SURFACES (PLAM-1) RACEWAY/ACCESS PANEUCABLE MANAGEMENT 4"X1/4" SOLID SURFACE BASE (SSF-2) SOLID SURFACE COUNTER AND WATERFALL EDGE (SSF-2) COUNTER AND VERTICAL SURFACES (PLAM-1) RACEWAY/ACCESS PANEUCABLE MANAGEMENT 4"X1/4" SOLID SURFACE BASE (SSF-2) WOOD (WD -2) R CEIVED CITY' F TUKWILA MA 09 2016 PERMIT CENTER 117 POCT - SOUTH 117 POCT - EAST 116 CARE TEAM - WEST 116 CARE TEAM - NORTH U a CLINIC TENANT IMPROVEMENT W F- z W U F- 0 Ct �0 V 0 z 0 W 5 Co Co Co REVISIONS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE INTERIOR ELEVATIONS BCRA ® COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET A10.02 PERMIT SET ___ /___\ A _ ___ _...--\-;/ II ..../ PAINT (PT -1) VERTICAL SURFACES AND COUNTER (PLAM-1) RUBBER BASE (RB -1) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila i BUILDING DIVISION STAFF LOUNGE - WEST 1/4" = 1'-0" 5 122 SOIL - WEST 1/4" = 1'-0" 7 XRAY - SOUTHWEST 1/4" = 1'-0" 6 X-RAY - EAST 1/4" = 1'-0" PAINT (PT -1) UPPER VERTICAL SURFACES (PLAM-1) SOLID SURFACE (SSF-1) LOWER VERTICAL SURFACES (PLAM-2) 16" 32" 30" 30" 12"D 12"D co 0 M PRINTER �jce 11i - 0 I reI=1 1 c=n 1 < co M L J 12"D 12"D \ / PAINT (PT -1) 2" SOLID SURFACE SURROUND (SSF-2) UPPER VERTICAL SURFACES (PLAM-1) SOLID SURFACE (SSF-1) LOWER VERTICAL ® OM M �® 32" jr jr 30" jr SURFACES (PLAM-1) SUPPORTS AS NECESSARY EGD PANELS, REFER TO DESIGN INTENT DRAWINGS PAINT (PT -3) SOLID SURFACE COUNTER AND WATER FALL EDGE (SSF-2) COUNTER AND VERTICAL SURFACES (PLAM-1) RACEWAY/ACCESS PANEUCABLE MANAGEMENT 4"X1/4" SOLID SURFACE BASE (SSF-2) SOLID SURFACE COUNTER AND WATERFALL EDGE (SSF-2) COUNTER AND VERTICAL SURFACES (PLAM-1) RACEWAY/ACCESS PANEUCABLE MANAGEMENT 4"X1/4" SOLID SURFACE BASE (SSF-2) WOOD (WD -2) R CEIVED CITY' F TUKWILA MA 09 2016 PERMIT CENTER 117 POCT - SOUTH 117 POCT - EAST 116 CARE TEAM - WEST 116 CARE TEAM - NORTH U a CLINIC TENANT IMPROVEMENT W F- z W U F- 0 Ct �0 V 0 z 0 W 5 Co Co Co REVISIONS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE INTERIOR ELEVATIONS BCRA ® COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET A10.02 PERMIT SET a co M co DI T 12" * MIN. r r 1 12" * r 1 2 2 Z 2 2 22" MINIMUM Co FINISHED FLOOR ACCESSIBLE ROUTES FRONT APPROACH, PULL -SIDE MIRROR 30" MIN INSULATE EXPOSED PIPES TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS z w w c N < W CO ra MIRROR; 40" MAX. TO BOTTOM OF REFLECTIVE SURFACE * IF BOTH CLOSER AND LATCH ARE PROVIDED ACCESSIBLE ROUTES FRONT APPROACH, PUSH -SIDE 1\\ 2 N TOE AND KNEE CLEARANCE SINK: st OF FIXTURE ADA TOLERANCE +/- 1/2" NOT TO EXCEED 34"h AT ANY POINT ALONG RIM -J U MIRROR: ADA TOLERANCE +/- 1/2" 54" MINIMUM / 12" 42" MINIMUM MAX. 39"-41" VERTICAL GRAB BAR UTILITY SHELF (OCC MED ONLY) HORIZANTAL GRAB BAR SANITARY NAPKIN DISPENSER O I— 24" MIN. 48" MAX. 0 z SURFACE MOUNTED TOILET TISSUE DISPENSER ACCESSIBLE TOILETS - GENERAL TANKLESS TOILETS ACCESSIBLE ROUTES HINGE APPROACH, PULL -SIDE JEL DISPENSER r 1 [- 1 Pu_ \_ PROVIDE KNEE AND TOE CLEARANCE INSULATE EXPOSED PIPES TO PROTECT AGAINST SHARP OR ABRASIVE SURFACES VERTICAL GRAB BAR SOAP DISPENSER PAPER TOWEL DISPENSER SOAP DISPENSER: ADA TOLERANCE +/- 1/2" VERIFY ACTUAL PRODUCT WITH OWNER. SOAP DISPENSER MUST BE MIN. 2" IN DEPTH TO SOAP CONTROL Co :OD r ACCESSIBLE ROUTES HINGE APPROACH, PULL -SIDE UTILITY SHELF SURFACE -MOUNTED TOILET TISSUE DISPENSER TYPICAL ACCESSORY MOUNTING HEIGHTS HORIZONTAL GRAB BAR TOILET SEAT COVER DISPENSER 0 NOTE: FLUSH HANDLE TO BE 36" AFF. MAX. AND INSTALLED ON OPEN SIDE OF WATER CLOSET. C' OF 16"-18" ;FIXTURE STANDARD; REFER TO PLANS FLUSH CONTROL (ACCESSIBLE TOILET) COAT HOOK, SIDE VIEW TO TOP OF HOOK HORIZONTAL GRAB BAR, (PROVIDE 2X BLOCKING BETWEEN STUDS AT MOUNTING LOCATIONS) TOILET PAPER DISPENSER (SURFACE MOUNTED) COAT HOOK, FRONT VIEW 60" MIN * IF BOTH CLOSER AND LATCH ARE PROVIDED ** 48" MININUM IF BOTH CLOSER AND LATCH PROVIDED ACCESSIBLE ROUTES HINGE APPROACH, PUSH -SIDE \-33 o0 CV SANITARY NAPKIN DISPENSER HORIZONTAL GRAB BAR (PROVIDE 2X BLOCKING BETWEEN STUDS AT MOUNTING LOCATIONS) in 17" / TO HANDLE FIRE EXTINGUISHER CABINET i 54 MIN. IF CLOSER IS PROVIDED ACCESSIBLE ROUTES LATCH APPROACH, PULL -SIDE DIAPER CHANGING STATION DIAPER CHANGING STATION IN OPEN POSITION (SIDE VIEW) kr MOP HOLDER 12" z 0) U, PLAN VIEW [NOTE: REFER TO WHEEL CHAIR ACCESSIBLE WATER CLOSET COMPARTMENT (ADULT) FOR SIDE WALL AND BACK WALL ELEVATION VIEWS] NOTE: DIMENSIONS ARE FROM FINISHED FACE OF WALL / PARTITION FLOOR CLEARANCE AREA THE FOLLOWING ARE ALLOWED WITHIN FLOOR CLEARANCE AREA: WATER CLOSET GRAB BARS DISPENSERS SANITARY NAPKIN DESPENSERS COAT HOOKS SHELVES ACCESSIBLE ROUTES CLEAR FLOOR PLACE AT OTHER FIXTURES TURNING SPACE NO OTHER FIXTURES OR OBSTRUCTIONS ALLOWED WITHIN CLEARANCE AREA TOILET SEAT COVER DISPENSER 2 7 24" Zy MINIMUM * 48 MIN. IF CLOSER IS PROVIDED ACCESSIBLE ROUTES LATCH APPROACH, PUSH -SIDE (i--4" MAXIMUM ir INTO CIRCULATION PATH LIMITS OF PROTRUDING OBJECTS COUNTERTOP AND APRON; PER PLANS PROVIDE KNEE AND TOE CLEARANCE TYPICAL ACCESSIBLE MOUNTING HEIGHTS, LOCATIONS AND CLEARANCES NOTE: AT COUNTERTOP LOCATIONS WITH TOP -MOUNTED SINKS, SET COUNTERTOP HEIGHT TO PROVIDE 34" MAXIMUM TO TOP OF SINK LIP KNEE AND TOE CLEARANCE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 MI RECEWED CITY OF TUKWILA MAR 0 9 2016 PERMIT CENTER City of T !MING O o 0 rn• F � N (l) CO M N alCO LIZ LL N Q Cc! a_ c,o cc, N O� N SEAL 9859 REGISTERED ARrHITECT LAURA A. J t OBSON STATE OF HINGTON a-etuA, W 0 CLINIC TENANT IMPROVEMENT r0 V_ z cc a. rt w coZ W co 0o tiI-2 cq REVISIONS DATE 3.4.2016 BCRA NO. 15300 DRAWN BY: Author REVIEWED BY: SHEET TITLE TYPICAL ADA MOUNTING HEIGHTS, LOCATIONS AND CLEARANCES BCRA ® COPYRIGHT 2016 - BCRA, INC. ALL RIGHTS RESERVED SHEET A11.01 PERMIT SET