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HomeMy WebLinkAboutPermit D17-0208 - PROVIDENCE GRIEF COUNSELING - CHILDREN'S AND ADULT COUNSELING ROOMThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D17-0208 PROVIDENCE GRIEF COUNSELING 2811S102 ND ST #220 RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Pae # Code Exem floe , Bdef x lanat6 Descd floe', statute/Rulle The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 21 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) 7a & c apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of Attorney -Client Privilege — obtaining or providing legal advice exempt from RCW DR4 RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); 42.56.070(1) which protects attorney-client privileged RCW communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. PROVIDENCE GRIEF COUNSELING 2811 S 102 ST SUITE 220 Dl 7-0208 Parcel No: Address: 0 City of Tukwila O 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 0423049190 Permit Number: 2811 S 102ND ST 220 Project Name: PROVIDENCE GRIEF COUNSELING Issue Date: Permit Expires On: D17-0208 8/23/2017 2/19/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: SABEY CORPORATION 12201 TUKWILA INTERN'L BLVD FO , SEATTLE, WA, 98168 RACHEL BIAGI 1326 FIFTH AVE S - SUITE 400 , SEATTLE, WA, 98101 SABEY CONSTRUCTION INC Address: 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 License No: SABEYCI033KM Lender: Name: PROVIDENCE HEALTH Address: 2811 S 102 ST, TUKWILA, WA, 98168 Phone: (206) 587-7120 Phone: (206) 281-4200 Expiration Date: 1/12/2019 DESCRIPTION OF WORK: TWO EXISTING CONFERENCE ROOMS OF PROVIDENCE HEALTH WILL BE TURNED INTO A CHILDREN'S AND AN ADULT COUNSELING ROOM. NEW NON-STRUCTURAL PARTITIONS, DOORS, LIGHTING AND FINISHES. Project Valuation: $87,696.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,407.80 Occupancy per IBC: B Water District: TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: c3 -01•1.--i 7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: C— rt Date: j-3 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: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: 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. 0 0 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 17: 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) 14: 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) 15: 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) 16: 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) 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 22: 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 1018.1) 26: 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) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) CQ O 23: 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). 27: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 28: 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) 29: 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) 30: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 31: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov i Building Permit No. 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: 2811 South 102nd Street Tenant Name: ProvidenceGrief Counseling PROPERTY OWNER Name: Rachel Biagi Name: Sabey Corporation Cit: Seattle State: WA Zip: 98101 Address: 1201 Tukwila Int'l Blvd., 4th Fl. Email: rachelb@burgesspnw.com City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Rachel Biagi Address: 1326 5th Avenue, Suite 400 Cit: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: Email: rachelb@burgesspnw.com GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: Randy Morgan Address: 1326 5th Avenue, Suite 400 City: Seattle State: WA Zip: 98101 Address: Email: randym@burgesspnw.com City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\ApplicationsTorms-Applications On Line'201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh King Co Assessor's Tax No.: 042304-9190 Suite Number: 220 Floor: 2 New Tenant: ® Yes m ..No ARCHITECT OF RECORD Company Name: Burgess Interior Architecture Architect Name: Randy Morgan Address: 1326 5th Avenue, Suite 400 City: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: Email: randym@burgesspnw.com ENGINEER OF RECORD Name: tenant -self financed Address: 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: tenant -self financed Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO r— 206-431-3670 Valuation of Project (contractor's bid price): $ 87,696 Describe the scope of work (please provide detailed information): Two existing conference rooms at Providence Health will be turned into a children's and an adult counseling room. New non-sturctural partitions, doors, lighting and finishes. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Iii 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:\ApplicationsWorms-Applications On Line \2011 Applications Permit Application Revised - 8-9-I I.doco 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 PI Floor 2nd Floor 86,891 1,572 VB B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Iii 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:\ApplicationsWorms-Applications On Line \2011 Applications Permit Application Revised - 8-9-I I.doco Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO IAgi TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0...Water District #125 ❑...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...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 El ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer El ...Cap or Remove Utilities El ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑. I=1 . ❑. El .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0... Hold Harmless — (ROW) El .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance El .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line El ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ WO # WO # WO #_ Private El Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size 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: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-t I.docx Revised: August 2011 bh Page 3 of 4 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. BUILDINGS NE' OR AUT S Z s AGENT: Signatur-. a Date: 08/04/2017 Print Name: Rachel Biagi `� Day Telephone: (206) 587-7120 Mailing Address: 1326 5th Avenue, Suite 400 H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11,docx Revised: August 2011 bh Seattle WA 98101 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $1,488.89 PermitTRAK D17-0208 Address: 2811 S 102ND ST 220 Apn: 0423049190 $1,488.89 DEVELOPMENT $1,418.20 PERMIT FEE R000.322.100.00.00 0.00 $1,413.70 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $70.69 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12188 R000.322.900.04.00 0.00 $70.69 $1,488.89 Date Paid: Wednesday, August 23, 2017 Paid By: BURGESS DESIGN Pay Method: CHECK 015206 Printed: Wednesday, August 23, 2017 9:48 AM 1 of 1 CRIVSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R12060 DESCRIPTIONS ACCOUNT QUANTITY PAID $918.91. $918.91 $918.91 $918.91 $918.91 PermitTRAK D17-0208 Address: 2811 S 102ND ST 220 Apn: 0423049190 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12060 R000.345.830.00.00 0.00 Date Paid: Friday, August 04, 2017 Paid By.: BURGESS DESIGN INC Pay Method: CHECK 015183 Printed: Friday, August 04, 2017 10:00 AM 1 of 1 CRIVS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Di7-o2,08- 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: RAb'/&e /& 6M1F awf..ei/NG- Type of inspection: 001 ‘,4146- r/g/it. Address: PZili S' /MAO 327 Date Called: Special Instructions: gAZD /%/ 457' Date Wanted: ii—g"--/-7 a.m. p.m. Requester: Phone No: AO<— ?-5-5-s3407/ 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 k ,81/V NG 7 *L - Inspector: Fiy Date: `/ 3,✓/ 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 Ii7•o�o8 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: PPtsViiW 6P)E eow)JSFUl Type of Inspection: .1/-a/1YG Address: 2-8/1 - / 21Y.DST Date Called: Special Instructions:V/0--.'27) c'.9-4LP.c Date Wanted: a m. ii g-17 p-� Requester: M/997— 2434,-25:5----x?-7/ Phone No: 'tr, Approved per applicable codes. I Corrections required prior to approval. COMMENTS: thZ Inspector: Date: //- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: P td/D eEjM Couasa Type of Inspection: - /3m4;0- tiMtri-C- Address: mil 5, /6Zvv7,- Date Called: Special Instructions: V -2-b Date Wanted:>/ /!'(P /7 �m p.m Requester: Phone No: UApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: // REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ✓i? `02-O 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: PAO✓IAZ--VX aRiri' C6wAStadi`----i Type of Inspection: Al G - Address: .281/ . /62.4/1) -5 'T.-- "Special Date Called: SpecialInstructions: Date Wanted: Requester: Phone No: 0 Approved per applicable codes. gCorrections required prior to approval. COMMENTS: atz- Inspector: Date: //-6 j 7 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 bi-? -0206 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P/rr�oojj_ectt: \� �2 /�y� ///•JJ y� J Type of sp�e{ction:/ Address: 26/i S ,/®Z b S Date Called: Special Instructions: 220 CAL -L iz, Jir (3+ fWJ Date Wanttg Y ZS % 7 .. dim._ p•, • Requeste . MAS Phone No: 2c6- Z -:- 36-7' wApproved per applicable codes. Corrections required prior to approval. COMMENTS: c ISG- fritiAir 4_6- Gk -jc Cc.Vrerte, 01--c togAio ay) e€/1. /JY Inspector: ass 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 t- - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:im reV i �L-Ti cc. 6,44E-r---Cgtqvcat Type of Inspection: ! ../, 5�f1 / (de,' final Address: 'Contact Suite #: 2-W S . i©`Lr,11 ~ Person: . Special Instructions: Permits: Phone No.: l' Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Y e " Fire Alarm: Y.Q C Hood & Duct: PA/l‘/Itt/C-9V 0 Permits: Occupancy Type: N Cc ten— (-''---i.,‘,/9-7____ o' �- v frfAl---- r/4 ,47-e__- __- - - ' ------- – – Ft Fire ofr___-- Needs Shift. Inspection: Sprinklers: Y e " Fire Alarm: Y.Q C Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Fivi c-4- Date: /C/j j If 'F-- 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 9ERMIT COORS COPY.. o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0208 DATE: 08/04/17 -=PROJECT NAME: PROVIDENCE GRIEF COUNSELING SITE ADDRESS: 2811 S 102 ST - SUITE 220 X Original Plan Submittal Revision # : before Permit Issued . Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A-3 W 5-9-9 Building Division AP gait 7 Public Works Fire Prevention Structural \11 MO 14 (61101i Planning Division ❑ Permit Coordinator I PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/08/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/05/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 SABEY CONSTRUCTION INC e) Home Espanol. Contact Safety & Health CioWashington State Department of Labor & industries Claims & Insurance Page 1 of 3 Search L&I A -Z Index Workplace Rights SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVID ARTHUR, PRESIDENT SEWELL, PATRICIA ANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01/19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC WA UBI No. 601 532 164 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County Business type Corporation Governing persons SABEY CORPORATION DAVID A SABEY; JOHN D SABEY; PATRICIA SEWELL; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SABEYCI033KM Effective — expiration Active. Meets current requirements. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 8/23/2017 Help Lac improve SABEY CONSTRUCTION INC 05/14/1997— 01/12/2019 Bond HARTFORD FIRE INSURANCE CO Bond account no. 52BSBCQ3983 $12,000.00 Received by L&I Effective date 12/20/2004 12/31/2004 Expiration date Until Canceled Insurance National Fire Ins of Hartford Policy no. 2094061165 $1,000,000.00 Received by L&I Effective date 11/03/2016 11/01/2016 Expiration date 04/30/2018 Insurance history Savings (in lieu of bond) Received by L&I Release date N/A Savings account ID $6,000.00 Effective date 04/21/1994 Impaired date N/A 0 Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Page 2 of 3 No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 331,221-02 Doing business as SABEY CONSTRUCTION Estimated workers reported Quarter 2 of Year 2017 "11 to 20 Workers" L&I account contact TO / (360)902-4715 Public Works Strikes and Debarments https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 8/23/2017 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE :A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED. WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF -WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE AV - AUDIO VISUAL BLDG - BUILDING BOT - BOTTOM CAB - CABINET CL - CENTER LINE CLG - CEILING CLR - CLEAR COL -COLUMN CONC - CONCRETE CONF - CONFERENCE DEMO - DEMOLITION DEPT - DEPARTMENT DF - DRINKING FOUNTAIN DIA - DIAMETER DIFF - DIFFUSER DIM - DIMENSION DTL - DETAIL DW - DISHWASHER DWG - DRAWING EA - EACH EL - ELEVATOR ELEC - ELECTRICAL ELEV - ELEVATION EQ EQUAL EQUIP EQUIPMENT EXT EXTERIOR FA FD FE FEC FFE FIN FLUOR FLR FO FOIC FTIC FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF FIRE ALARM FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR ELEVATION FINISH FLUORESCENT FLOOR FACE OF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FURNISHED BY TENANT, INSTALLED BY CONTRACTOR FURRING GAUGE GENERAL CONTRACTOR GLASS GYPSUM WALLBOARD HANDICAPPED HARDWARE HOLLOW METAL (STEEL FRAME) HOUR INCLUDED OR INCLUDING INFORMATION INSULATION LAVATORY LINEAR FOOT MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD FILE COPY Perm t No. tki'O' MECH MEZZ MFR MIN MISC MTD MTL N/A NIC NTS OC OFF OPNG OVHD P PART PERF PERIM PERP PLAM PLYWD QTY (R) RA RCP REC REF REFR REL REV RM RO RTD SCHED SF SHT SIM SPEC SPKLR SPKR SQ STD STL STO R STRL STRUC SYMM TBD TEL TEMP THK TO TOS TYP UON UPS VCT VIF W/ WC WD W/O Plan review approv l is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: 3 City of Tukwila DEFINITPV CAI - MECHANICAL - MEZZANINE - MANUFACTURER - MINIMUM - MISCELLANEOUS - MOUNTED - METAL - NOT APPLICABLE - NOT IN CONTRACT - NOT TO SCALE - ON CENTER - OFFICE - OPENING - OVERHEAD - PAINT - PARTITION - PERFORATED - PERIMETER - PERPENDICULAR - PLASTIC LAMINATE - PLYWOOD - QUANTITY - RELOCATED - RETURN AIR - REFLECTED CEILING PLAN - RECESSED - REFERENCE - REFRIGERATOR - RELOCATE - REVISION OR REVISED - ROOM - ROUGH OPENING - RATED - SCHEDULE - SQUARE FEET/FOOT - SHEET - SIMILAR - SPECIFICATION - SPRINKLER - SPEAKER - SQUARE - STANDARD - STEEL - STORAGE - STRUCTURAL - STRUCTURAL - SYMMETRICAL - TO BE DETERMINED - TELEPHONE OR TELECOM - TEMPERED - THICKNESS - TOP OF - TOP OF SLAB - TYPICAL - UNLESS OTHERWISE NOTED - UNINTERRUPTED POWER SUPPLY - VINYL COMPOSITION TILE - VERIFY IN FIELD - WITH - WATER CLOSET - WOOD - WITHOUT ISEy, 'i r:;t't" PERMIT 17:0UrilED FOR: l Mechanical gElectricat ErPtumbing rCYCws Piping City of Tukwila BUILDING DIVISION "'g,9ND DIMENSIONS PROJECT ADDRESS: PROVIDENCE GRIEF COUNSELING RIVERFRONT TECHNICAL PARK 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2015 UNIFORM PLUMBING CODE 2015 NATIONAL FUEL GAS CODE (NFPA 54) 2011 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) THE WASHINGTON CITIES ELECTRICAL CODE 2015 WASHINGTON STATE AMENDMENTS 2015 SEATTLE EXISTING BUILDING CODE 2009 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: - VB FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: N/A 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: - 1,572 SQUARE FEET TOTAL APPROXIMATE SUITE AREA: - 77,479 SQUARE FEET TOTAL APPROXIMATE FLOOR AREA: - 86,981 SQUARE FEET OCCUPANT LOAD FACTOR: 100 -OFFICE, 15 -CONE, 300 -STORAGE AND ACCESSORY NUMBER OF TOTAL PROPOSED OCCUPANTS: 1652 SEE SHEET G.0.2 NUMBER OF EXITS REQUIRED: - 3, 5 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: SPRINKLERED - 75' NON QUICK RESPONSE HEADS 6. PROJECT DESCRIPTION: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, LIGHTING, CASEWORK AND FINISHES. REVISIONS No changes shell bo rn de to the scope of work without prior approval of Tukwila Building D vision. NOTE: Revisions will require a new plan submittal and may ini;'ud3 additional plan review fees TENANT: PROVIDENCE GRIEF COUNSELING 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 ARCHITECT/DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: RANDY MORGAN GENERAL CONTRACTOR: TBD PLUMBING ENGINEER: TBD - Bidder Design Build by G.C. MECHANICAL ENGINEER: 400 TBD - Bidder Design Build by G.C. BUILDING MANAGER: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 TEL: 206-277-5271 ATTN: SANDRA SUSKIC ELECTRICAL ENGINEER: TBD - Bidder Design Build by G.C. FIRE/LIFE SAFETY ENGINEER: TBD - Bidder Design Build by G.C. PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. LEGAL DESCRIPTION. / PARCEL NO. PARCEL NUMBER: 042304-9190 LEGAL DESCRIPTION: PORTION OF SE 1/4 - BEGIN SW CORNER OF GOV LOT 11 IN SE 1/4 OF SECTION 04-23-04 TH S 89=22-06 E .988.27 FT TH N 14-45-08 W 477.09 FT TO INTERSECTION WITH N LINE OF S 460 FT OF GOVLOT11 Sc NELY MARGIN OF PRIMARY STATE HIGHWAY NO 1 TH N 14-45-08 W 689.81 FT TO SWLY MARGIN OF 200 FOOT SEATTLE TRANSMISSION LINE TH N 14-45-08 W "22:70 FT TAP OF SPIRAL CURVATURE TH CONTINUING ALONG. NELY MARGIN ALONG SPIRAL CURVE TO LEFT THE CHORD BEARING N 15-07-51 W 152.94 FT TAP OF SIMPLE CURVATURE TH ALONG NE MARGIN NWLY 340.67 FT ALONG ARC OF NON TANGENT CURVE TO LEFT RADIUS OF 3970 FT RADIUS POINT BEARING S 74-07-22 W THRU C/A OF 04-55-00 TH CONTINUING ALONG SAID NELY MARGIN N 11-24-57 E 327.11 FT TO POINT OF BEGINNING TH N 11-24-57 E 61.40 FT TAP OF SIMPLE CURVE TH CONTINUING ALONG SAID NELY MARGIN NWLY 191.94 FT ALONG ARC OF NON TANGENT CURVE TO, LEFT RADIUS OF 4190 FT RADIUS POINT BEARING S 64-42-23 W THRU C/A OF 02-37-29 TH N 27-01-05 E 89.78 FT TH N 48-11-59 E 442.51 FT TH S 41-52-02 E 881.11 FT TH S 48-05-28 W 406.87 FT TH N 41-52-51 W 627.47 FT TH S 48-11-44 W 218.98 FT M/L TO POB - (PORTIONS OF LOTS 1 & 2 OF K C SHORT PLAT NO 588023 RECORDING NO 9006050697 - - LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L96-0002 RECORDING NO 9707090733 STREET MAP DRAWING INDEX \ DRAWING ISSUED Q rn 0 0 co X X X X X X X X X X X X X X X X X X KEY PLAN / FLOOR PLATE ":40' GENERAL G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES G.0.2 OCCUPANCY CALCULATIONS SUITE 220 G.0.3 LIFE SAFETY PLAN ARCHI C URAL I ERIORS A.2A.1 DEMOLITION / CONSTRUCTION PLAN A.28.1 REFLECTED CEILING PLAN A.2C.1 POWER & DATA / FINISH PLAN A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS A.9.2 DETAILS SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID SHEET NO. D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND/OR GRID LINE SYMBOL DIMENSION LINE: 20' 0 L ANGLE Q AT CENTERLINE O t + INDICATES FINISHED SURFACES TO ALIGN DRAWING TITLE BAR OTITLE oLS DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS 92'-0" +1'-0" NOMINAL FLOOR ELEVATION HEIGHT (ABOVE/BELOW) BUILDING SPACE / ROOM ID OFFICE -Ns-- SPACE NAME SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL Gt A KEYED SHEET NOTES GLAZING SYMBOL REVISION NUMBER A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. • 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS ,AS NOTED. RIVERFRONT TECHNICAL PARK 2811 S 102ND STREET SUITE 220 ± 77,479 SQ FT AREA OF WORK ± 1,572 SQ FT EXISTING EXIT STAIRWELLS EXIT DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL. 11111111111111 11111111111111 111111llusii muumuu hi inuinumi munmi' umunnu 'Bulllul0. AREA OF WORK AlI[hhhIhIihIhIhhI�Pmuumnn �nuuun t7 RECEWED CITY OF TUKWILA AUG 0 4 2017 PERMIT CENTER 020 Tenant: PROVIDENCE GRIEF COUNSELING RIVERFRONT TECHNICAL PARK 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INT'L BLVD., 4TH FL. TUKWILA, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal GISTERED ARCHITEC No. Issue Description Date PRICING PLAN 04.06.17 REVIEW SET 07.19.17 PERMIT SET 08.04.17 E rtVl�tViV,�DL�c & E AV COMPLIANCE APPROVED AUG 17 2017 1'1V City of Tukwila BUILDING DIVISION Drawn by: RB Project Manager: RB Project No: 17-SB20-00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT, UNO. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDITIONS 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL. COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. 14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY SCHEDULE CONFLICTS. 15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN LIEU OF STANDARD ALL WORK SHALL BE WARRANTED FOR ONE YEAR. 16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS. UTILIZE REBAR OR TENDON DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS. DMSION II - SITE ICK AND DEMOLTitON 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARTING ANY SITE WORK. DUISKILY1.---MEIMIEGIUBILMEEMANI-GMERK 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 5. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. SHELVING SHALL COMPLY WITH AWI SECTION 600. 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAN STYLE HINGE AND FULL EXTENSION HEAVY DUN DRAWER GLIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES. 8. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 9. SHELF EDGING TO BE P -LAM, UON. 10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VII - THERMAL AND MOISTURE PROTECTIOI WATERPROOFING 1. WHEN PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT. GC SHALL VERIFY ALL WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION. 2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT. FIRE PROTECTION 1. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN RATED ASSEMBLIES. 2. IN OPEN CEILING CONDITIONS REPAIR OR REPLACE FIRE PROTECTION AS NEEDED. 3. IF SPRAY ON FIREPROOFING IS VISIBLE AND TO RECEIVE PAINT FINISH PROVIDE A SMALL AREA MOCK UP OF PROOFING AND WALL SURFACE SO THAT THE COLOR CAN BE CORRECTED DUE TO THE SUBSURFACE CONDITIONS MATERIALS. 4. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBLIES AS NEEDED. RATINGS AND CONDITIONS. PROVIDE FIRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS. BOTH FIRE OF DISSIMILAR MATCH EXISTING VERIFY WITH DMSION VIII - DOORS AND HARDWARE DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR AND SIDELIGHT STYLE TO MATCH IF A VARIATION IS PRESENT. DOOR HARDWARE 10. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 11. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 12. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE AT LEAST TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 13. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 14. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 15. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 16. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 17. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 18. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 19. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 20. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 21. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 5 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 22. ALL EXTERIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING. 23. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 24. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 25. THIS PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 26. RATED GLASS (CERAMIC) RECITE SHALL BE PREMIUM POLISHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3 DMSION IX - FINISHES 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL OR CEMENT BOARD WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7. 15. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 16. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 18. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 19. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 20. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 21. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 22. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 25. IN OPEN CEILING CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER CONCERNING MAINTAINING THE RETURN AIR PLENUM. PROJECTS THAT CONVERT ACT SPACE INTO OPEN SPACE SHALL HAVE THE FINISH OF THE OLD INTERSTITIAL SPACE FINISHED WITH GWB TO A LEVEL FLOOR FINISH, UNO. THIS MAY REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE. 26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 27. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 28. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 29. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE, UNO. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL, UNO. 30. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY. 31. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 32. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 33. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 34. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 36. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. 37. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 38. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS. SYSTEM 3-B "CUSTOM` (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT CCLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 39. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 40. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 43. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 45. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 46. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 47. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS. 49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT. DMSION XII - FURMSIIINGS 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. 6. TENANT'S FURNITURE SHALL BE THE RESPONSIBILITY OF THE TENANT AND THEIR VENDOR. GC SHALL INVITE AND COORDINATE TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS. 7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC, UNO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. DIVISION XXI - FIRE SUPPRESSION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES MD LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS E. CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 10. IF CEILING IS DESIGNED FOR AN OPEN CEILING CONDITION, GC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION. WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED. DMSION XXII - PW118ING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. DMSKIN XXIII - MECHANICAL 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 6. IN OPEN CEILING CONDITIONS DESIGN OF HVAC WILL ACCOUNT FOR CHANGES IN THE RETURN AIR PLENUM. ALL HVAC WILL BE VISIBLE AND OF SUITABLE MATERIAL AND INSTALLATION METHOD. 7. IN HIGHRISE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF NEEDED. DMSION XXVI - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER, UNO. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. .OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH, INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 25. IN AN OPEN CEILING CONDITION ALL ELECTRICAL AND VOICE DATA SHALL BE VISIBLE AND SUITABLE INSTALLATION METHODS SHALL BE USED. 26. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 27. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 28. WHEN WORKING IN PUBLIC CORRIDOR OR COMMON AREAS VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 29. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 30. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TILE. UON. 31. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 32. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 33. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 34. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 35. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 36. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 37. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 38. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 39. EXIT SIGNS SHALL HAVE UL #924. 40. PROJECT MAY HAVE MULTIPLE LIGHT SOURCES AND LAMPS. CONTRACTOR SHALL PROVIDE CONSISTENT LAMPING FOR ALL LIGHT FIXTURE AND BETWEEN FIXTURE TYPES. 3,500K IS PREFERRED. NOTIFY DESIGNER IF CONSISTENT LAMPING IS UNOBTAINABLE AT THE START OF THE PROJECT. 41. VERIFY ALL ENERGY CODE REQUIREMENTS WITH JURISDICTION OF RECORD. VERIFY LIGHT SWITCHING WITH TENANT AND BUILDING MANAGEMENT. 42. PROJECT MAY HAVE LED LIGHTS SPECIFIED. PROVIDE LIGHTING LEVEL ANALYSIS (IN FOOT CANDLES) FOR DESIGNER'S REVIEW BEFORE ORDERING PRODUCT. VERIFY CONTROLS WITH DESIGNER. ALL LED FIXTURES SHALL HAVE DIMMING CAPABILITIES SO THAT AS FIXTURE DIMINISHES THE POWER CAN BE INCREASED SO THAT LIGHTING LEVELS REMAIN CONSTANT AT 70% OVER THE LIFE OF THE FIXTURE (10 YEARS). 43. GC SHALL VERIFY ALL CARD ACCESS AND SECURITY REQUIREMENTS WITH BUILDING MANAGEMENT AND TENANT. DETERMINE IF A BUILDING WIDE SYSTEM IS AVAILABLE AT THE START OF THE PROJECT. IF SO AL WORK SHALL BE DONE SO THAT THE BUILDINGS WARRANTEE AND OPERATION IS MAINTAINED. RECEIVED CITY OF TUKWILA AUG 0 4 2011 PERMIT CENTER Tenant: PROVIDENCE GRIEF COUNSELING RIVERFRONT TECHNICAL PARK 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INT'L BLVD., 4TH FL. TUKWILA, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 98101 T 206 5137 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal RA ALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PRICING PLAN 04.06.17 REVIEW SET 07.19.17 PERMIT SET 08.04.17 City Electronic Stamp Locati REVIEWED FOR CODE COMPLIANCE APPROVED AUG 172017 City of Tukwila BUILDING DIVISION Drawn by: RB Project Manager: RB Project No: 17-SB20-0O PROJECT NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.1 STAIRWELL EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL fraS�ti SLIRJ4 OPEN OFFICE 65'-2" IT/NEW EMPL.TR. /CONF.RM MEDITATION RM FOUND DIR OFF EGRESS SUMMARY TOTAL OCCUPANCY FOR SUITE 220 - 1,652 OCCUPANTS EGRESS WIDTH PER OCCUPANCY: 0.1 MINIMUM EGRESS WIDTH REQUIRED: 3'-8" MAXIMUM EXIT ACCESS TRAVEL DISTANCE TO EXIT ALLOWED: B OCCUPANCY WITH SPRINKLER SYSTEMS PER TABLE 1016.2 = 300' FE - FIRE EXTINGUISHERS: 75'-0" MINIMUM DISTANCE BETWEEN FIRE EXTINGUISHERS, G.C. TO VERIFY ACCURACY F.E. NOTE: CLINICAL TRAINING FIRE EXTINGUISHER LOCATIONS PROVIDE EGRESS ILLUMINATION PER IBC 1008. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. CHIEF MED OFF ADMIN OFF G-IEF ROO .I S -A CONFERENCE BUILD ROOM CONFERENCE r "i" -A A 11 STAIRWELL. EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL STORAGE 116 EXIST. STAIR t1 MEDICAL RECORDS RETURN WRK. RM. CONFERENCE ACTATION CONFERENCE OUTGOING CONFERENCE EXIT STORAGE CONFERENCE OFFICE OFFICE 69'-8" ® =I ® =11111111111111111111 ® =III i® OFFICE OFFICE OFFICE OFFICE MECH. SUPPLY OFFICE OFFICE OFFICE 84'-3" v11111111 =MN= 1111141 1111011 ===e1 1011 WRK. RM. OFFICE OFFICE OFFICE HOME HEALTH OFFICE BILLING OFFICE ri 11261 BREAK ADMIN. OFFICE 89'-4" ® w=m cti===== i® 1=111111111011011= =1111 MOM 34'-11" ELECTRICAL OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE LIFE SAFETY PLAN VirAlik) NTS EXIST. STAIR #2 STAIRWELL EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL EXIST. STAIR /3 STAIRWELL EXITS DIRECTLY TO THE EXTERIOR ON THE FIRST LEVEL bri -- o.10 8 RECEIVED CITY OF TUKWILA AUG 0 4 2011 PERMIT CENTER Tenant: PROVIDENCE GRIEF COUNSELING RIVERFRONT TECHNICAL PARK 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INT'L BLVD., 4TH FL. TUKWILA, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal RA ALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PRICING PLAN 04.06.17 REVIEW SET 07.19.17 PERMIT SET 08.04.17 Cit EIRE.0111gSg d�dtion CODE COMPLIANCE APPROVED AUG 17 2017 City of Tukwila BUILDING DIVISION Drawn by: RB Project Manager: RB Project No: 17—SB20-00 LIFE SAFETY PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced G.03 SYMBOL LEGEND _ _ _ EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K/A.9.1 NEW INTERIOR 6'-O" PARTIAL HEIGHT CONSTRUCTION, PER DETAIL B/A.9.1 NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET C-A) DEMOLITION PLAN 0 8' 24' 1/8" = 1'— 0" CONSTRUCTION PLAN 0 8' 16' 24' r 1/8" = 1'— 0" GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE -USE, UON. 3. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 4. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. 5. PATCH AND REPAIR ALL GWB WHERE DEMOLITION OCCURS. GENERAL CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR. ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. REFILL ANY ABANDONED CORE DRILL HOLE OR SIMILAR WITH FIRE PROOFING THAT MATCHES THE FLOOR RATING. UON. KEYED SHEET NOTES DEMO GLASS DOOR, FRAME, AND HARDWARE - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. REMOVE PORTION OF EXISTING GLASS PARTITION ASSEMBLY. REMOVE PROJECTION SCREEN AND PROJECTOR - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH TENANT. EXISTING LOBBY FINISHES TO REMAIN. PORTION OF EXISTING GLASS ASSEMBLY TO REMAIN. GC TO REMOVE TEMPORARILY DURING CONSTRUCTION OF NEW PARTITION. PROVIDE EXTRA CALKING AT EXISTING GLAZING SEAMS FOR ADDITIONAL SOUND ATTENUATION PROVIDE APPROXIMATELY 28 LINEAL FEET OF WOOD PICTURE RAIL. MAPLE WOOD STAIN AND FINISH. VERIFY HEIGHT AND PROFILE STYLE WITH TENANT. PROVIDE APPROXIMATELY 12 LINEAL FEET OF FULL HEIGHT BUILT IN SHELVING ON HEAVY DUTY STANDARD BRACKETS. VERIFY SPECIFICATIONS WITH TENANT. PER DETAIL J/A.9.2 NEW PARTITION TO BE ALIGNED WITH EXISTING SOFFIT. RADIUS AND CURVATURE OF PARTITION TO MATCH EXISITNG SOFFIT RADIUS. RECEIVED CITY OF TUKWILA AUG 0 4 2011 PERMIT CENTER Tenant: PROVIDENCE GRIEF COUNSELING RIVERFRONT TECHNICAL PARK 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INT'L BLVD., 4TH FL. TUKWILA, WA 98168 BURGESS INTERIOR ARCHITECTURE 1 26 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date PRICING PLAN 04.06.17 REVIEW SET 07.19.17 PERMIT SET 08.04.17 City Electronic Stamp Location REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2017 Foo City of Tukwila DINO DIVISION Drawn by: RB Project Manager: Project No: 17-SB20-00 RB DEMOLITION / CONSTRUCTION PLAN Original drawing is 24" x 36'. Scale entities accordingly if reduced A.2A.1 REFLECTED CEILING PLAN 0 8' 16' 24' 1/8" = 1'- 0" LIGHTING SUMMARY RCP LEGEND Lighting Summary 2015 W ashinglo r 51a1e E nergy C o de Com Phan.* F 0 rm a 10 r Com m circled Building. including. R2,113.84 over 3 slo riles and all 81 fl evisad August 2016 Project Info Compliance formsdo not require a password to use. Instructional and calculating cells are write - protected, Project Title: 1 - This title will copy onto other forms Date. SYMBOL DESCRIPTION/SPEC EXISTING RECESSED CAN LIGHT TO REMAIN. Applicant Information. Provide contact information for individualwho can respond to inquiries about compllance form information provided. Company Nacre: PROVIDEI;ICEGRIEF COUNSELING Cornpany Address: BURGESS iNTtOR ARCHTiTS Applicant Name: RACHEL BIAGI Applicant Fhone:. 206-587-71201 Applicant Email: RACHEL B@ BURG ESS PN W. C dM For Building Department Use EXISTING 11 X 2' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING 2' X 2' FLUORESCENT FIXTURE TO REMAIN. = NEW EXISTING RECESSED CAN LIGHT TO BE REMOVED. NEW 13" X 6" X 9" TECH LIGHTING MULBERRY LED PENDANT LIGHT FIXTURE. Project Description ❑ New. Building ❑ Addition • D Alteration ❑, Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lighting compI!iance forms. r J EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. 0 EXISTING SPOT LIGHT FIXTURE TO BE REMAIN. Building Additions Refer to Section C5022.6 foradditiona! requirements. Compliance Method Interior lighting Lighting systems in addftion area comply w ith all applicable provisions as a stand alone new construction project Exterior lighting0: N N = NEW NEW 2' X 2' FOCAL POINT NIVO 2" DROP LOW OUTPUT LED LIGHT FIXTURE. EXISTING 6" X 6' FLUORESCENT FIXTURE TO REMAIN. Lighting systems in addtion are combined :w ith existing building fighting systems to demonstrate con-pliance ❑ 11 R R = RELOCATED RELOCATED 2' X 2' FLUORESCENT LIGHT FIXTURE. fo- NEW SWITCH LOCATION. Addition is combined wi th existing: For in teriort ghting projects, include new+ existing interior lighting fixture wattage in Proposed Lighting Wattage table inLTG-iNT -BLD or LTG -INF -SPACE form. For exterior lighting projects, include new+ existing exteriorlighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tab lesinLTG-EXTform. EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that applyto the scope of the retrofit project. If projectincludesa combinationofspaces where fess than 50% of the existing fixtures are replaced in some spaces, and 50% or more ofthe fixtures are replaced in others, then provide separate lighting power compliance 'arms forthe two retrofit conditions. Spaces undergoing the same type of retroft maybe combined Into one lighting pater compliance form.. Refer to Section C503.6 for additional requirements.. All alterationlightingcontrols shall be commissioned per C408.3.; ❑ Nochangesarebeing made to the interiororexteriorlighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage 50% or more of existing are replaced. Exterior lighting 0 GENERAL RCP SHEET NOTES Less than 50% of existing are replaced Larrp and/or ballast replacement only — existing total w attage not increased 50% or more replaced - Total lighting power of new :+existing -to -remain fixtures shall complywith total' LPA per. Sections C405.4.2 and C405,5 2. Include new + existing -to -remain fixtures in Proposed Lighfi Wattage table in LTG -INT -BLD, LTG-iNT-SPACE or LTG -EXT form. Less than 50%replaced- Total lighting powerofnew+ existing -to -remain fixtures shall not exceed the total lighting power prior to alteration: Include new+ existing -to -rein fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD; LTG-iNT-SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interiorspaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage New w iring installed to serve added fixtures and/or fixtures relocated to new circuit(s) a New or moved lighting panel Interior space is reconfigured - luninaires unchanged or relocated only Exterior lighting0: New wiring or circuit- For intericrlighting, provide required manual controls per C405.2.3, occupancy sensor controls per C4052.1, daylightresponsive controls per c405.24 and application specificlighting controls per C405.2.5. For exteriorlighting, provide required controls per C405.2.7, New or moved panel- Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interiorspace - Provide all required lighting controls that applyto a new interior space.: Application specific lightingcontrol provisions per C405.2.5 do not applyto reconfigured spaces. Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) orC405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form_ � 9hting„ .um arydCor 2015 Was hinglo nStala Energ0 C o de Coo phanoe F o rm 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD UFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVER PLATE. 5. ALL EXISTING SUSPENDED CEILING GRIDS AND TILES TO REMAIN. CLEAN, REPAIR OR REPLACE AS NEEDED. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. DRAWING SHOWS ONE METHOD OF PROVIDING EGRESS ILLUMINATION FOR IBC 1006. PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. 11. LIGHTING TO BE RE -CIRCUITED OR RE -SWITCHED AS NEEDED. a r Com m erciel B uildings including 82 83,84 o ver. 3 slc ries and 01181 8 prised August 2010. Project Title: Fill this line out at top of LOT -SUM Date KEYED RCP SHEET NOTES Interior Lighting System Description Bricflydescribe interiorlighting system type and features. Lighting will be designed and permitted separatelyby.electrical engineer through the General Contractor Interior Lighting Power Allowance Method o Building Area Method Space -by -space Method Select method used in project. Interior Lighting Controls 0 All C405.2.1 -C405.2.8 Controls ❑ Additional Efficiency Package Option C406;4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comp/ywith the required controls per C406.4. ❑ C405.2:Exception 5 Luminaire Level Lighting Control (LLLC) Dwelling Unit Interior Lighting Permanenttyinstalled interior lighting fixtures in dwellingunits comply with (i No DN ening Q C405.2 thru C405.5 Commercial Lighting Controls and LPA Units Q 0406.3, High Efficacy Lighting QR404.1Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commerical provisions. Exterior Lighting System Description Brieflydescribe exteriorlighting system type and features: Interior Lia'hting„Uw pace -By --S`' aces Method 2015 W aehinglon Slate Energy Code Com pl once forma for C o mm 010,01Buddinga Including 8.2,83, 84 aver 3.stories and all R R eviaed A. ugusl 2016 Project Title: Fill this line out on LGT-SUM Date Calculation Area NOTE 9 Q New Construction Q Addition - stand alone Q Addition + existing 0 aear Q Spaces w here < 50% of Spaces where ?50%of Q Spaces w here the Use luminaires are replaced luminaires are replaced is changing (C505) LPA Calculation Type t±r Standard ( Additional Efficiency Package Option Q pear C406.3 Reduced Interior Lighting lbw er To complywith C406.3, the Proposed LPD shall be 25% /miler than the Target LPA. Refer to C406.3 for additional requirements. For Building Department Use Maximum Allowed .Lighting Wattage NO'E' Location (plan #, room #) Space Type Ceiling HeightNoTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 115 Conference/meeting/multipurpose 496 0.980 Watts Allow ed (w'atts/ft2 x area) 486 116 Storage room 63 0.500 135 Storage room 231 0.500 136 Conference/meeting/multipurpose 476 0.980 137 Lobby: all other 306 0.720 32 116 466 220 Lobby Art/Ex hibit Display Allow ance from LTG•INT-DISPLAY' NOTE 8 Proposed Lighting Wattage NOTES Location (plan #, room #) 135 136 115 115 116 137 137 Fixture Description NOTE4, 5, 6 2'X2' FLUORESCENT 2'X2' LED 6” CAN LIGHTS 13" PEDANTS 6" CANS 5"X5" CANS 3"X3° CANS Total Area 1572 Retail Display Allow ance from LTG -INT -DISPLAY Nurrber of Fixtures 5 14 2 6 2 10 4 Watts/ Fixture NOTE 7 36 28 21 74 21 14 6 Allowed Watts Roposed Retail Display Lighting from LTG -NT DISPLAY Total Proposed Watts maynotexceed Total Allowed Watts for Interior Lighting Total Ftoposed Watts 1320 Watts Proposed 180 392 42 :444 42 140 24 1264 Interior Lighting Power Allowance COMPLIES 1O G.C. TO VERIFY WITH TENANT IF REMOVAL OF UNUSED ELECTRICAL IN THE CEILING IS DESIRED. 2O REMOVE PROJECTORS AND PROJECTION SCREENS THAT ARE NO LONGER BEING USED. br . 0109 RECEIVED CITY OF TUKWILA AUG 04 2011 PERMIT CENTER Tenant: PROVIDENCE GRIEF COUNSELING RIVERFRONT TECHNICAL PARK 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INT'L BLVD., 4TH FL. TUKWILA, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal RA rv'ALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PRICING PLAN 04.06.17 REVIEW SET 07.19.17 PERMIT SET 08.04.17 City ronic Stamp Location REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2017 City Of Tukwila BUILDINcIVISION Drawn by: RB Project Project Manager: RB No: 17-SB20-00 REFLECTED CEILING PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2B.1 NEW STORAGE EXISTING TO BE REMOVED, VERIFY RELOCATION OF COREDRILL WITH TENANT AND BUILDING MANAGEMENT DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) NEW ADULT MEETING ROOM 115 (E) DENOTES A NEW DEVICE GENERAL ELECTRICAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE/DATA REQUIREMENTS WITH TENANT. 5. UNLESS DIRECTED OTHERWISE, ALL VOICE/DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE/DATA SERVICE INCLUDING WORK FROM BUILDING/FLOOR D -MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. FINISH SPECIFICATIONS POWER & DATA PLAN 0 8' 16' 24' 4116, 1/8" = 1'- 0" 8' - 11 _ ■� N HILDRENS /illi ziouren EXISTING LOBBY NEW STORAGE 116 1 NEW ADULT MEETING ROOM (E) FINISH PLAN 0 8' 16' 24' 1/8" = 1'- 0" BASE CARPET CPT -1 CPT -2 SHAW MILLIKEN DESCRIPTION 4"h COVED RUBBER BASE. COLOR: 40 BLACK 4" WOOD BASE STAIN AND FINISH TO MATCH NEW LVT FLOORING 10' DIAMETER ACCENT CARPET, STYLE: NO RULES/ ENGAGE CARPET TILE COLOR: EXPERIENCE LIME INSTALLED: INSET, PATTERN: QUARTER TURNED 12' X 8' AND 8' X 6' ACCENT CARPETS - ARCADIA/UNDERCURRENT COLOR: PASTORAL INSTALLED: INSET CARPETS, PATTERN: LINEAR LUXURY VINYL FLOORING LVT-1 BENTLEY STYLE: CORE 9" X 48" PLANK FLOORING COLOR SPEC: DEEP WALNUT 801581 INSTALL BRICK PATTERN PER LAYOUT RUBBER FLOORING RBF -1 JOHNSONITE STYLE: MIRCROTONE HAMMERED COLOR: LC1 SMOKINESS TRANSITION STRIP: STAINLESS STEEL SCHLUTER STRIP PAINT P-1 BENJAMIN MOORE GWB FIELD PAINT - EGGSHELL FINISH COLOR: DISTANT GRAY OC -68 P-2 BENJAMIN MOORE CHALK BOARD FINISH COLOR: BLACK BEAUTY 2128-10 GENERAL FINISH NOTES 1. PROVIDE P-1 THROUGHOUT, UON. 2. REFER TO ELEVATIONS AND DETAIL SHEETS. 3. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. ALTERNATES AO GENERAL CONTRACTOR TO PROVIDE ALTERNATE PRICE FOR 10' DIAMETER EDGE BOUND CARPET, EDGE IN LIEU OF INSET CARPET. BO GENERAL CONTRACTOR TO PROVIDE ALTERNATE PRICE FOR 8'- 6" X 6' AND 12' X 8' INSET EDGE BOUND RECTANGULAR CARPETS b(i oxo s RECEIVED CITY OF TUKWILA AUG 0 4 2017 PERMIT CENTER Tenant: PROVIDENCE GRIEF COUNSELING RIVERFRONT TECHNICAL PARK 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INT'L BLVD., 4TH FL. TUKWILA, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 5877120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal RA ' ALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PRICING PLAN 04.06.17 REVIEW SET 07.19.17 PERMIT SET 08.04.17 City E ectrilt \A trypitiN CODE COMPLIANCE APPROVED AUG 17 2017 City of Tukwila BUILDING DIVISION Drawn by: RB Project Manager: RB Project No: 17-SB20-00 POWER & DATA / FINISH PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2C.1 PAPER CORNER REINFORCEMENT, TYP. ACOUSTIC INSULATION AS REQUIRED METAL STUDS 5/8" GYP. BOARD PARTITION INTERSECTION DETAIL ISIIl[I!11 JV11VII1IIlllllll1L WOOD FINISH W/ EASED EDGES. WOOD STAIN AND FINISH TO MATCH NEW WOOD WALL BASE. 1/4" QUIRK PAINT BLACK J—BEAD — FINISH AND PAINT TO MATCH WALL COLOR. 5/8" TYPE "X" GYP METAL STUDS / INTERMEDIATE SUPPORT • PROVIDE INTERMEDIATE PARTIAL HEIGHT PARTITION SUPPORT POSTS AS NEEDED. PROVIDE PARTIAL HEIGHT SUPPORT POSTS AT ALL OPEN ENDED WALL TERMINATION, TYPICAL. SEE F/A.9.2 METAL BOTTOM TRACK SECURED TO SLAB BASE AS SCHEDULED FLOORING AS SCHEDULED LOW PARTITION W/ WOOD CAP RAIL 3" = V-0" 0" 4" 8" 12" BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 11111111111111111111111011111111111111111111111111111111111 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/ (2) 1/4"0 TITEN HD SCREW OR (2) 1/4"0 EXPANSION BOLTS. PROVIDE 1-5/8" MIN. EMBEDMENT. PLENUM HEIGHT OF 5'-0" OR LESS 2 1/2"x25 GA METAL STUD BRACING ® 8'-0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0" TO 10'-0" SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs./P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF—TAPPING SM. SCREWS ® 48"oc, AND 3/4" PIPE SLEEVES PROVIDE BATT INSULATION IN CAVITY. 2 1/2" X 25 GA (18 MILS) METAL STUDS ® 24" OC, TO 10'-7" MAX. HEIGHT. NOTE: CEILING IN AREAS OF THIS DETAIL ARE 8'-3". LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS ® 12" OC MAX. POWDER DRIVEN FASTENER ® 24" OC METAL RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO CEILING PARTITION 0" 4" 8" 12" 3" = 1'-0" DOOR & HARDWARE GENERAL NOTES DOOR TYPES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. 4. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GROUP 1 SINGLE, PASSAGE LATCHSET NON—RATED 1 PASSAGE LATCHSET 3 HINGES MATCH SUITE STANDARD HARDWARE VERIFY WITH TENANT AND BUILDING MANAGEMENT. GROUP 2 SINGLE, STOREROOM LOCKSET NON—RATED 1 STOREROOM FUNCTION LOCKSET 3 HINGES 1 WALL—MOUNTED DOOR STOP MATCH SUITE STANDARD HARDWARE VERIFY WITH TENANT AND BUILDING MANAGEMENT. GROUP 3 BARN STYLE WOOD DOOR NON—RATED SLIDING TRACK ASSEMBLY 2 D—DULLS 2 BUMPER GUIDES 2 TRACK STOPS DOOR SCHEDULE DOOR NUMBER DOOR NOMINAL WIDTH NOMINAL HEIGHT CL 0 1g 116 (2)3'-0" ME B 3 WD NA MATCH ALL EXISTING SUITE STANDARDS — VERIFY WITH TENANT AND BUILDING MANAGEMENT. 135 3'-0" ME A 1 AL NA MATCH ALL EXISTING SUITE STANDARDS — VERIFY WITH TENANT AND BUILDING MANAGEMENT. 136 3'-0" ME A 2 AL NA MATCH ALL EXISTING SUITE STANDARDS — VERIFY WITH TENANT AND BUILDING MANAGEMENT. FRAME MATERIAL FRAME FINISH TO MATCH SUITE STANDARD FLUSH. S.C. WOOD DOOR DOOR FINISH TO MATCH SUITE STANDARD STRUCTURE ABOVE /--SUPPORT CO EACH JAMB, SEE DETAIL L/A.9.1 WIDTH B 'I E = EXISTING, MATCH ALL EXISTING CONDITIONS ING OOD VALANCE CH STAINED DOOR DOOR ASSEMBLY DOOR TCH EXISTING SUITE B STUDS SUSPENDED CEILING AS SCHEDULED 20 CA. METAL TRACK SPPNNING FROM 20 GA. JAMB STUD TO 20 -GA. JAMB STUD FIRE—TREATED BLOCKING SUITE STANDARD WOOD FINISH } 0" BOTTOM OF STRUCTURE ti 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/ (2) 1/4"0 TITEN HD SCREW OR (2) 1/4"0 EXPANSION BOLTS. PROVIDE 1-5/8" MIN. EMBEDMENT. STANDARD PARTITION SUPPORT AT EACH END OF DOOR/SIDELIGHT OPENING AND EACH 20 GAUGE JAMB STUD. PROVIDE THE FF: PLENUM HEIGHT OF 5'-0" OR LESS 2 1/2"x25 GA METAL STUD BRACING @ 8'-0" O.C. TO STRUCTURE, ALTERNATE DIRECTION. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE. PLENUM OF 5'-0" TO 10'-0" SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM, CONTACT ARCHITECT FOR ADDI11ONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs./P.S.F. C.R. LAURENCE CRL70 HANGER ASSEMBLY WITH CRL3980A TOP TRACK, CRL3982A COVER PLATE AND BOTTOM CRL3999 BOTTOM GUIDE, SATIN ALUMINUM FINISH WOOD VALANCE ATTACHED TO COVER PLATE — MATCH EXISTING SUITE WOOD FINISH. SLIDING WOOD DOOR, 275 LB. MAX. WEIGHT PER PANEL. MATCH EXISTING WOOD FINISH. SLIDING DOOR TO CEILING DETAIL NTS 02.08 RECEIVED CITY OF TUKWILA AUG 0 4 2011 PERMIT CENTER Tenant: PROVIDENCE GRIEF COUNSELING RIVERFRONT TECHNICAL PARK 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INT'L BLVD., 4TH FL. TUKWILA, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 5877120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal RA ALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PRICING PLAN 04.06.17 REVIEW SET 07.19.17 PERMIT SET 08.04.17 v CODE COMPLIANCE APPROVED oction AUG 1.72017 City of Tukwila BUILDING DIVISION Drawn by: RB Project Manager: RB Project No: 17—SB20-00 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1 1 1 — 1 HEIGHT SOLID ' TO MA1 I WOOD BARN I FINISH TO Mi j'� STANDARD 1' x-20 GA JA I EACH SIDE I WIDTH B 'I E = EXISTING, MATCH ALL EXISTING CONDITIONS ING OOD VALANCE CH STAINED DOOR DOOR ASSEMBLY DOOR TCH EXISTING SUITE B STUDS SUSPENDED CEILING AS SCHEDULED 20 CA. METAL TRACK SPPNNING FROM 20 GA. JAMB STUD TO 20 -GA. JAMB STUD FIRE—TREATED BLOCKING SUITE STANDARD WOOD FINISH } 0" BOTTOM OF STRUCTURE ti 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/ (2) 1/4"0 TITEN HD SCREW OR (2) 1/4"0 EXPANSION BOLTS. PROVIDE 1-5/8" MIN. EMBEDMENT. STANDARD PARTITION SUPPORT AT EACH END OF DOOR/SIDELIGHT OPENING AND EACH 20 GAUGE JAMB STUD. PROVIDE THE FF: PLENUM HEIGHT OF 5'-0" OR LESS 2 1/2"x25 GA METAL STUD BRACING @ 8'-0" O.C. TO STRUCTURE, ALTERNATE DIRECTION. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE. PLENUM OF 5'-0" TO 10'-0" SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM, CONTACT ARCHITECT FOR ADDI11ONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs./P.S.F. C.R. LAURENCE CRL70 HANGER ASSEMBLY WITH CRL3980A TOP TRACK, CRL3982A COVER PLATE AND BOTTOM CRL3999 BOTTOM GUIDE, SATIN ALUMINUM FINISH WOOD VALANCE ATTACHED TO COVER PLATE — MATCH EXISTING SUITE WOOD FINISH. SLIDING WOOD DOOR, 275 LB. MAX. WEIGHT PER PANEL. MATCH EXISTING WOOD FINISH. SLIDING DOOR TO CEILING DETAIL NTS 02.08 RECEIVED CITY OF TUKWILA AUG 0 4 2011 PERMIT CENTER Tenant: PROVIDENCE GRIEF COUNSELING RIVERFRONT TECHNICAL PARK 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INT'L BLVD., 4TH FL. TUKWILA, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 5877120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal RA ALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PRICING PLAN 04.06.17 REVIEW SET 07.19.17 PERMIT SET 08.04.17 v CODE COMPLIANCE APPROVED oction AUG 1.72017 City of Tukwila BUILDING DIVISION Drawn by: RB Project Manager: RB Project No: 17—SB20-00 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1 6" CO 6 DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT, IF CONTROLLER LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. DEVICE ALIGNMENT (3GENERAL NTS PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS ® END OF PARTITIONS. 3-#8 PAN HEAD SHT. MTL. SCREWS 6"x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6"MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. °TYPICAL MTL. STUD ANCHOR BRACKET NTS HARDWARE SUBSTITUTION ALLOWED W/ WRITTEN PERMISSION +/-10", EXACT CABINET DEPTH VIF. K & V #87 HEAVY DUTY STANDARD AT 32" O.C. ATTACH TO STUDS WHITE MELAMINE W/ SELF EDGE BAND. FINISH TO BE VERIFIED WITH TENANT. K & V #187 HEAVY DUTY BRACKET WITH SHELF REST PARTITION W/16 GA STUDS/RUNNERS ® 16" 0.C. NOTE: BOTTOM SHELF NO LOWER THAN 1'-6" A.F.F. aiADJUSTABLE SHELVING DETAIL NTS NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS B w 3 STUDS MIN. BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING NTS 0 0 0 0 4 PARTITION TYPE AS SCHEDULED 2 1/2" X 2 1/2 X 3/16" STEEL TUBE POST 3/16" 2 1/2" X 7 1/2" X 1/4" STL BASE PLATE ANCHORED TO FLOOR PLAN 3/4" TYP. (4) 1/2" DIA. EXP. BOLT ANCHORS WITH 2-1/2" MIN. EMBED ISOMETRIC PARTIAL HT. PARTITION SUPPORT POST NTS 12 GA. BRACING WIRE A SEISMIC COMPRESSION STRUT 12'-0" O.C. MAX. IN EACH DIRECTION AS NEEDED. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CROSS RUINER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7-10 SEE NOTES ON M/A.9.2. USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. ACT SEISMIC BRACING DIAGRAM M HurIIIIIIIIIIIIIIIIII IIIIIIIII!H1111111111111111 CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESILIENT TRANSITION STRIP RESILIENT FLOOR AS SCHEDULED THRESHOLD @ CARPET TO VCT. NTS 0 3 6 12 3"=1'-0" VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, C 636, E580, M580), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7-10) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS THAT ARE TIED TO THE CEIUNG AND ALL PARTITIONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER ASCE 7-10. ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASTM E580. CEIUNG LESS THAN OR EQUAL TO 144 SQFT AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASTM E580. THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS, PER ASTM E580. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASTM E580. LATERAL FORCE BRACING CEILING CONSTRUCTED OF SCREW OR NAIL ATTACHED GYB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10. CEILING AREAS OF 1000 SQFT OF LESS SHALL BE EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASTME580. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACING SHALL BE 12' 0.C. MAX. AND BEGIN NO FARTHER THAN 6' FROM WALLS. ASTM E580. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE FRID 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 PER CISCA ZONES 3-4. POWDER ACTUATED FASTENERS (PAF'S) WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES 0, E, F SHALL HAVE AN ICC -ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES ARE EXEMPT FROM THIS REQUIREMENT. SPLAY WIRES SHALL BE FOUR 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER ASTM E 580. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASTM E580. CEILING WITH PLENUMS LESS THAN 12" TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. VERTICAL STRUTS MUST BE POSf1VELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTM E580. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEIUNG GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASTM E580. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2° CLOSURE ANGLE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A OINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE FRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE TARE DEEMED TO BE EQUIVALENT TO WALLS. PER ASTM E580. SPREADER BARS TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH WALL PER ASTM E580. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT REQUIRED IF A 9T INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE SPREADER BARS. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4' 0.C. OR 10 GAGE SPACE 5' 0.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3-4. POWDER DRIVEN FASTENERS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTAINENCE OF ALL OTHER REQUIREMENTS. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER ASTM E580. WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580. UGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS PER ASTM E580. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580 TANDEM FIXTURES MAY UTIUZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE, IN 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. PER ASTM E580. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED HANGERS. PER ASCE 7-10. SEISMIC SEPARATION JOINTS FOR CEIUNG AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEIUNG BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10. THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF i" IN LIEU OF SEISMIC SEPARATION JOINTS THE CEIUNG MAY BE DMDED INTO AREAS OF LESS THAN BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6" ABOVE THE LEVEL OF THE PLANE OF THE GIRD AND SHALL BE UNDEPENDABLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLAN OF THE GIRD AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. ASTM E580. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEIUNGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEIUNG 11LE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1" FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580. ACT NOTES (7O.o8 8 NTS Tenant: PROVIDENCE GRIEF COUNSELING RIVERFRONT TECHNICAL PARK 2811 SOUTH 102ND STREET, SUITE 220 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INT'L BLVD., 4TH FL. TUKWILA, WA 98168 BURGESS INTERIOR ARCHITECTURE 326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W 8urgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal RA ' ALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date PRICING PLAN 04.06.17 REVIEW SET 07.19.17 PERMIT SET 08.04.17 City Electronic Stamp Location RECEIVED CITY OF TUKWIL AUG 0 4 2017 PERMIT CENTE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2017 City of Tukwila BUILDING DIVISION Drawn by: • RB Project Manager: RB Project No: 1 7-SB20-00 DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.2