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HomeMy WebLinkAboutPermit D18-0178 - AVIATION PARTNERS / RIVERTON TECHNICAL PARK BUILDING - INTERIOR LANDLORD IMPROVEMENTThis 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. D18-0178 AVIATION PARTNERS / RIVERTON TECHNICAL PARK BUILDING 2811 S 102ND ST #200 THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemption, (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION Brief Explanatory Description Statute/Rule Personal Information — The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security 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 — RCW 42.56.230(4 5) account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 42.56.230(5) (7a) Redactions contain information used to prove identity, age, residential address, social security number or other personal information Personal Information — Driver's License. RCW required to apply for a driver's license or RCW DR3 — identicard. 42.56.230 42.56.230 (7a & c) (7c) Any record pertaining to a vehicle license plate, driver's license, or identicard issued under (7a & c) RCW 46.08.066 that, alone or in combination with any other records, may reveal the identity of an individual. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged 5.60.060(2)(a); RCW 42.56.070(1) communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. 42.56.070(1) AVIATION PARTNERS 2811 S 102 ST 200 018-0178 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0423049190 2811 S 102ND ST 200 AVIATION PARTNERS DEVELOPMENT PERMIT Permit Number: D18-0178 Issue Date: 7/17/2018 Permit Expires On: 1/13/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SABEY CORPORATION 12201 TUKWILA INTERN'L BLVD FO , SEATTLE, WA, 98168 TOM SPADER 821 2ND AVE, STE 410 , SEATTLE, WA, 98101 SABEY CONSTRUCTION INC 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 SABEYCI033KM SABEY CORPORATION 12201 TUKWILA INT'L BLVD , TUKWILA, WA, 98168 Phone: (206) 886-3925 Phone: (206) 281-4200 Expiration Date: 1/12/2019 DESCRIPTION OF WORK: INTERIOR LANDLORD IMPROVEMENT OF EXISTING SHELL SPACE (SUITE 200) IN RIVERTON TECHNICAL PARK BUILDING. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES Project Valuation: $89,798.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,517.89 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: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No 6APermit Center Authorized Signature: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Date: 1))-1)a 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: / Dater Print Name: /`'%/1%%/�{7fri) 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: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 37: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 15: 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) 13: 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) 14: 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: Maintain fire extinguisher coverage throughout. 17: 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) 18: 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: 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) 21: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 22: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 23: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) Oo 24: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 28: 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) 26: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 25: 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). 30: 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) 29: 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) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: 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. 34: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: 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** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING R CITY OF TUKJ3 A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, W4 98188 http://www.TukwilaWA.gov Building Permit No. Dr 61Dri Project No. Date Application Accepted: n Date Application Expires: f� (For office us 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: King Co Assessor's Tax No.: 042304-9190-06 2811 S. 102ND STREET, SEATTLE, WA 98168 Suite Number: 200 Tenant Name: AVIATION PARTNERS PROPERTY OWNER Name: Tom Spader Name: International Gateway East LLC City: Tukwila State: WA Zip: 98168 Address: 12201 Tukwila Int'1 Blvd Email: toms@sabey.com City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Tom Spader Address: 12201 Tukwila Int'! Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: toms@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Int'l Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Contr Reg No.: SABEYCI033KM Exp Date: 01/12/2019 Tukwila Business License No.: BUS -0102122 H:Wpplications\Foams-Applications On Line \2011 Applications\Pern it Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: Floor: 2 ❑ Yes 1 ..No ARCHITECT OF RECORD Name: Sabey Corporation Company Name: Sabey Architecure Company Name: N/A Architect Name: Kara Anderson Address: 12201 Tukwila Intl Blvd City: Tukwila State: WA Zip: 98168 Phone:(206) 281-8700 Fax: (206) 282-9951 Email: karaa@sabey.com State: ENGINEER OF RECORD Name: Sabey Corporation Address: 12201 Tukwila Int'l Blvd Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Sabey Corporation Address: 12201 Tukwila Int'l Blvd City: Tukwila State: WA Zip: 98168 Page 1 of 4 BUILDING PERMIT INFORMATIOk?06-431-3670 Valuation of Project (contractor's bid price): $ 89,798 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): INTERIOR LANDLORD IMPROVEMENT OF EXISTING SHELL SPACE (SUITE 200) IN RIVERFRONT TECHINICAL PARK BUILDING. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Ell Sprinklers ® Automatic Fire Alarm ❑ .......None E] Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fors-Applications On Line \2011 Applications\Pemnt Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 87,500 VB B 2nd Floor 87,500 4,157 VB B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Ell Sprinklers ® Automatic Fire Alarm ❑ .......None E] Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fors-Applications On Line \2011 Applications\Pemnt Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOATION — 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View ❑ .. 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") 0 ...Technical Information Report (Storm Drainage) O ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): O ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # O ...Sewer Main Extension Public 0 Private ❑ O ...Water Main Extension Public ❑ Private 0 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Fortes-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 tiTh PERMIT APPLICATION NOTES — `A✓ 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 Intemational Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ; 0 R AUTHOZED AGENT: Signature: n / / Print Name: i/'t V \ S,AA\ill, Mailing Address: 12201 Tukwila Int'l Blvd H:\Applications\Forms-Applications On Line \2011 Applicatiors\Permit Application Revised - 8-9-11.docx Revised August 2011 bh Date: 12'' (� Day Telephone: L�1''� l (61'06 Tukwila WA 98168 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $2,517.89 D18-0178 Address: 2811 5 102ND ST 200 Apn: 0423049190 $2,517.89 Credit Card Fee $73.34 Credit Card Fee R000.369.908.00.00 0.00 $73.34 DEVELOPMENT $2,372.78 PERMIT FEE R000.322.100.00.00 0.00 $1,435.32 PLAN CHECK FEE R000.345.830.00.00 0.00 $932.96 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $71.77 TECHNOLOGY FEE R000.322.900.04.00 0.00 $71.77 TOTAL FEES PAID BY RECEIPT: R14702 $2,517.89 Date Paid: Tuesday, June 12, 2018 Paid By: SABEY CORPORATION Pay Method: CREDIT CARD 081385 Printed: Tuesday, June 12, 2018 11:04 AM 1 of 1 SYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/12/2018 11:03:54 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********1105 K TRAN AMOUNT: $2,517.89 APPROVAL CD: 081385 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy haps ://classic .convergepay .c omNirtualMerchant/transaction.do?dispatehMethod=printTra... 6/12/2018 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 06/12/2018 11:03:54 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: TRAN AMOUNT: APPROVAL CD: RECORD #: CLERK ID: **********1105 $2,517.89 081385 000 Rachelle Thank you! Customer Copy Page 2 of 2 https://classic. convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 6/12/2018 INSPECTION RECORD Retain a copy with permit NS a 7 INS N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: M S I oZr6 31 Date Called: GO Special instructions: .30 ykANd Date Wanted: ---2- 2,7, 19 a.m. p.,m. Requester: ger(/ / Phone No: 2/" El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FeEQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ON NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION aoe 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: A✓i'rT�l Pea-, Type of Insp ction: i�GypIL/,� Address: Zell .6 /o2_' ..5"r "‘260 Date Call d: Special Instructions: cuyP/jejs, '/ �L /tlt P2. ci Date Wanted: /Z-3-19 p.m. Requester: ihf-- Phone No: Zo 4 2s-5- 347f Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: /4 47 L »D Inspector: Date\t• J� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 Permit Inspection Request Line (206) 438-9350 b18 -617g /Pr ect: 1 ��� V IW -41.04 Piq-r'Ther.S' Type of Inspection: S /7 1 Address: Z R s. 102 NO Li -t(11.641 Date Called: ini Special Instructions: �.]200 & 1t, 43/4" Date Wanted: D l� 23 ' l% a.m pm. Requester: � egoi � lap'IL )- Phone No: - Approved per applicable codes. Corrections required prior to approval. COMMENTS: 9Kt ' rkktiArrG (414A11.1 ea.U-GrioAl - CA-KiNio i A f ce.i1.41111 Pt-43PN TIN 6 c.---�-u-A-� A) f �r>_t Jv I , - stir l coi s',be ®F D I,,„/ � egoi � lap'IL )- - Inspector: Date: 10/ZVY REINSPECTION EE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I l8 -OI7r PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: a r ;V I,4, --+-t 0A) Type of Inspection: IN Address: 2811 .5 /01 84( Date Called: Special instructions: �C_t• if 0 0 Dat' Wanted: — i 7— a a.m. p.m. Requester: 11119-17— Phone No: 7 (f 2_5---5-- 3o7I Approved per applicable codes. Corrections required prior to approval. COMMENTS: "fi-Ftr-P4ivv‘tsteK crtif/tAph re,uen (DA./ Inspector: C Q a C� Date: Y-17- 2a8' 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 D18 -0113 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: AV/Pr/704 Sprinklers: Type of Inspection: -',,r7N,e 6 -tel Address:�jb , Suite #: ' I/ S, /nZzoo Monitor: Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - Aid ,e€ /o<.e / /BB 5 14153 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i t �3 Date: ////y/4 Hrs.: /' 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 HERMIT COORD COPT PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0178 DATE: 06/13/18 PROJECT NAME: AVIATION PARTNERS SITE ADDRESS: 2811 S 102ND ST 200 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �-� Ai'-'( (9,k --chi Building Division Fire Prevention km Aux, to-p—ig ublic Wor s JJJJ Structural 'k crt4—v Planning Division 1. ❑ Permit Coordinator I I PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/14/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 07/12/18 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 SABEY CONSTRUCTION INC c) Home Espahol Contact Safety & Health Washington State Department of `j Labor & Industries Claims & Insurance Search L&I A -Z Index Help Workplace Rights Trades & Licensing Page 1 of 2 My L&I 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 05/14/1997— 01/12/2019 Bond ...._.......... HARTFORD FIRE INSURANCE CO Bond account no. 52BSBCQ3983 Received by L&I 12/20/2004 Insurance .................. National Fire Ins of Hartford Policy no. 2094061165 Received by L&I Active. Meets current requirements. $12,000.00 Effective date 12/31/2004 Expiration date Until Canceled $1,000,000.00 Effective date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 7/17/2018 SABEY CONSTRUCTION INC 03/20/2018 I 11/01/2016 Expiration date 11/01/2019 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 Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&l Tax debts No L&l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 331.,.221-02 ............................... Doing business as SABEY CONSTRUCTION Estimated workers reported Quarter 1 of Year 2018 "11 to 20 Workers" L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor.Strikes ............................................ ....... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/02/2015 Inspection no. 317936768 Location 2200 M St. NE Quincy, WA 98848 No violations Page 2 of 2 ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 7/17/2018 10 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX BUILDING SECTION INDICATOR WALL SECTION INDICATOR ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR MATCH LINE SEE XX/A-XXX MATCH LINE INDICATOR DRAWING REVISION INDICATOR 0 EXISTING COLUMN GRIDLINE INDICATOR NEW COLUMN GRIDLINE INDICATOR DATUM INDICATOR OR WORK POINT EL XXX.XX SPOT ELEVATION INDICATOR ROOM NAME XXXX. ROOM INDICATOR <E <X <F <G XXXXX > EQUIPMENT INDICATOR XXXXX > FIXTURE INDICATOR XXXXX > FURNITURE INDICATOR XXXXX > GRAPHIC/SIGNAGE INDICATOR MISCELLANEOUS INDICATORS (DOOR) OPENING INDICATOR (F FINISH INDICATOR WINDOW INDICATOR 00(' -XX" AFF CEILING HEIGHT INDICATOR XX XX XX WALL TYPE INDICATOR MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) HEIGHT CEILING HEIGHT/MATERIAL/FINISH INDICATOR KEYNOTE EXISTING TO REMAIN (SHOWN SHADED) EXISTING TO BE DEMOLISHED (SHOWN DASHED) NEW TYPE OF WORK Q FE II FIRE EXTINGUISHERS MOUNTED TO WALL WITH BRACKET IN WALL -MOUNTED CABINET PARTITIONS (NON -RATED PARTITION) • (1 -HOUR RATED PARTITION) (2 -HOUR RATED PARTITION) (3 -HOUR RATED PARTITION) (4 -HOUR RATED PARTITION) SMOKE BARRIER SMOKE PARTITION RCP SYMBOLS 1— — —1 CEILING -MOUNTED 2'X2' FLUORESCENT LIGHT CEILING -MOUNTED 2'X4' FLUORESCENT LIGHT CEILING -MOUNTED 1'X4' FLUORESCENT LIGHT (HIDDEN) CEILING -MOUNTED STRIP FLUORESCENT LIGHT (EXPOSED) CEILING -MOUNTED STRIP FLUORESCENT LIGHT WALL -MOUNTED STRIP FLUORESCENT LIGHT o DOWNLIGHT OO ACCENT DOWNLIGHT 0> WALL -WASHER DOWNLIGHT SCONCE -TYPE 6 (WALL -MOUNTED) LIGHT CEILING -MOUNTED EXIT LIGHT WALL -MOUNTED EXIT LIGHT 6 STANDARD LIGHT FIXTURES 61 El r� o HVAC DIFFUSERS (SIZE AND TYPE PER MECHANICAL DRAWINGS) HVAC RETURNS/EXHAUSTS (SIZE AND TYPE PER MECHANICAL DRAWINGS) CEILING -MOUNTED HVAC ITEMS CEILING -MOUNTED ACCESS PANEL CEILING -MOUNTED FIRE SPRINKLER 0 CEILING -MOUNTED SPEAKER ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHIOUT THE DRAWING SET. AC ACC ACP ACST AD ADDM ADJ AFF AHU ALT ALUM ANOD APPROX APT ARCH AUTO AV AWP ASPHALTIC CONCRETE ACCESSIBLE ACOUSTICAL CEILING PANEL ACOUSTICAL AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED APPROXIMATE APARTMENT ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL ACOUSTICAL WALL PANEL(S) BB BULLETIN BOARD BD BOARD BLDG BUILDING BLKG BLOCKING BO BOTTOM OF BOT BOTTOM BRG BEARING BRZ BRONZE BSMT BASEMENT BUR BUILT UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT, CEMENTITIOUS• CER CERAMIC CG CORNER GUARD CH COAT HOOK CI CAST IRON CJ CONTROL JOINT CIP CAST -IN-PLACE CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTION, CONNECT. CONSTR CONSTRUCTION CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CARPET CSWK CASEWORK CTR CENTER CU CUBIC D DBL DEMO DET DF DIA DIAG DIM DIV DMPF DN DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP EQ EQUIP ESCAL EXH EXP EXIST DEEP, DEPTH DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EQUAL EQUIPMENT ESCALATOR EXHAUST- EXPANSION, EXPOSED EXISTING FA FIRE ALARM FCIO FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDTN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FH FIRE HYDRANT FHC FIRE HOSE CABINET FIG FIGURE FIN FINISH, FINISHED FLEX FLEXIBLE FLR FLOOR, FLOORING FLUOR FLUORESCENT FO FACE OF, FINISHED OPENING FOIC FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FP FIRE PROTECTION, FIREPROOF FR FRAME, FIRE RATED FRMG FRAMING FRT FIRE RETARDANT TREATED FT FOOT, FEET FTG FOOTING FUT FUTURE FVC FIRE HOSE VALVE CABINET FWC FABRIC WALL COVERING FWP FABRIC WRAPPED PANEL(S) GA GAGE GALV GALVANIZED GEN GENERAL, GENERATOR GFRC GLASS -FIBER REINFORCED CONCRETE GFRG GLASS -FIBER REINFORCED GYPSUM GFRP GLASS -FIBER REINFORCED PLASTIC GL GLASS GYP GYPSUM GYP BD GYPSUM BOARD H HIGH HB HOSE BIBB HCWD HOLLOW CORE WOOD HD HAND DRYER HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING ID INCL INFO INSUL INT IWD JAN. JT KIT L LAM LAU LAV LT LTG MAS MATL MAX MECH MED MEMB MEZZ MGT MFL MFR MH MIN MISC MO MS MTD MTL MVBL N NIC NO NOM NTS OC OH OD OPNG OPP ORD OTS INSIDE DIAMETER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR INDIRECT WASTE DRAIN JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MAXIMUM FORESEEABLE LOSS MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PBD PARTICLEBOARD PRCST PRECAST PD PLANTER DRAIN PERP PLAM PLAS PLYWD PNL PL PR PRKG PROP PT PTN R RCP RD REF REF REINF REQD REV RFG RM RO RT PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT S SOUTH, SPANDREL SCWD SOLID CORE WOOD SCHED SCHEDULE SD STORM DRAIN SECT SECTION SG SAFETY GLASS SGL SINGLE SHT SHEET SHTHG SHEATHING SIM SIMILAR SPEC SPECIFICATION SPKLR SPRINKLER SPKR SPEAKER SQ SQUARE SS SST STC STD SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T T&G TEL TEMP TER THK TO TSTAT TV TYP U/C UGND UNFIN UON VERT VEST VNR VR VWC W W/ IN/0 WC WD WH WP. WR WT WWF TREAD, TEMPERED TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAllO THICK, THICKNESS TOP OF THERMOSTAT TELEVISION TYPICAL UNDER COUNTER UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC XFMR TRANSFORMER ARCHITECT 1 DESIGNER: SABEY ARCHITECTURE 12201 TUKWILA INT'L BLVD, FOURTH FLOOR. SEATTLE, WA 98168 TEL: (206) 281-8700 FAX: (206) 282-9951 ATTN: TOM SPADER EMAIL: TOMS@SABEY.COM BUILDING OWNER: RIVERFRONT TECHNICAL PARK, LLC 12201 TUKWILA INT'L BLVD, FOURTH FLOOR SEATTLE, WA 98168 TEL: (206)281-8700 FAX: (206)282-9951 ATTN: DEBBIE SABEY EMAIL: DEBBIES@SABEY.COM GENERAL CONTRACTOR: SABEY CONSTRUCTION 12201 TUKWILA INTL BLVD, FOURTH FLOOR SEATTLE, WA 98168 TEL: (206) 281-8700 FAX: (206) 282-9951 ATTN: JOSH JOHNSON EMAIL: JOSHJ@SABEY.COM PLUMBING ENGINEER: TBD - Design Build by G.C. MECHANICAL ENGINEER: TBD - Design Build by G.C. ELECTRICAL ENGINEER: TBD - Design Build by G.C. FIRE 1 LIFE SAFETY ENGINEER: TBD - Design Build by G.C. PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPERATE SUBMITTALS. A-001 COVER SHEET AND PROJECT INFORMATION A-002 NOTES AND SPECIFICATIONS A-003 SITE PLAN A-005 LIFE SAFETY PLAN A-101 FLOOR CONSTRUCTION PLAN A-102 FLOOR REFLECTED CEILING PLAN A-601 DOOR, FINISH, DEVICE MOUNTING SCHEDULES AND DETAILS A-801 ` ' PARTITION TYPES AND CEILING DETAILS Permit No. bre- 017g F„ .n roviaw approval is subject to errors and omission& Approval al of construction documents does` not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy ind conditions is acknowledged: BUILDING ADDRESS RIVERFRONT TECHNICAL PARK 2811 S. 102ND STREET, SUITE 200 SEATTLE, WA 98168 unified Oreo 011 SCOPE OF WORK �ssG� peel. grant G-rtFgeree up E'au!nel6i$iid 8e. INTERIOR LANDLORD IMPROVEMENT OF EXISTING SHELL SPACE (SUITE 200) IN RIVERFRONT TECHINICAL PARK BUILDING. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. wee!! US?SC.dtriryutldii Ceii $i FtnS Rupp! Nt AAutuP t- G4MF G idR.t (totisjrxny; $ R 6Jieet Cecil Moms Memorial Fork sea It a ponei "CA&sunatton hour Cubit Fpa toorols CODE AND BUILDING INFORMATION manila Sipe:et Apu ImM,tC :, PROJECT NAME: AVIATION PARTNERS SUITE REDUCTION SITE ZONING: MIC/H KING COUNTY ASSESSOR'S PARCEL NUMBERS: 042304-9190 APPLICABLE CODES: BUILDING CODE 2015 INTERNATIONAL BUILDING CODE (WAC 51-50) MECHANICAL CODE 2015 INTERNATIONAL MECHANICAL CODE (WAC 51.52) PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (WAC 51.56) ELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS ENERGY CODE: FIRE CODE: FUEL GAS CODE: ACCESSIBILITY CODES: 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11C) 2015 INTERNATIONAL FIRE CODE (WAC 51-54A) 2015 INTERNATIONAL FUEL GAS CODE WASHINGTON STATE ACCESSIBILITY CODE (WAC 51-50) USE GROUP AND OCCUPANCY: NO CHANGE TO OCCUPANCY GROUP OCCUPANCY: B ( OFFICE) EXISTING TYPE OF CONSTRUCTION: ICC CONSTRUCTION TYPE VB NUMBER OF STORIES: STORIES ABOVE GRADE PLANE: • 2 STORIES BELOW GRADE PLANE: 0 SEISMIC DESIGN CATEGORY: D SEPARATE PERMIT i=i' QUIRED FOR: aff,achanical O ttectricll IiP1umbtg G'Gas Piping City ofTukwila nuripmci eMSB (PROPERTY) LEGAL: DESCRIPTION LEGAL DESCRIPTION: PORTION OF SE 1/4 - BEGIN SW CORNER OF GOV LOT 11 IN SE 1/4 OF SECTION 04 -23 -04TH S 89-22-06 E 988.27 FT TH N 14-45-08 W 477.09 FT TO INTERSECTION WITH N LINE OF S 460 FT OF GOV LOT 11 & NELY MARGIN OF PRIMARY STATE HIGHWAY NO 1 TH N 14-45-08 W 689.81 FT TO SWLY MARGIN OF 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 CIA 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 MIL 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 REVIEWED FOR CODE COMPLIANCE APPROVED PROPOSED AREA OF REMODEL: 4,157 SF OF PROJECT AREA REVISIONS No changes shall be made to the scope Of work without prior approval of Tukwila Building Division. NOTE Revisions will require a new plan submittal and may include additional plan review fees. 1 GENERAL NOTES CORE AND SHELL FIRE RATINGS: AS EXISTING - NO CHANGE INTERIOR FINISHES: PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED MEANS OF EGRESS: SEE A-005 - LIFE SAFETY PLAN PARKING: NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE PROJECT. PARKING DEMANDS AS A RESULT OF COMMERCIAL TI ARE MET BY EXISTING SITE PARKING FACILITIES. ALL ACCESSIBLE SITE FEATURES AND PARKING STALLS ARE PROVIDED PER THE BUILDING LANDLORD. 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT'S REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE CONTRACTOR AND/OR SUBCO S R IN COMP CE PPLICABLE LEGAL REQUIREMENTS, INCLUDING C ' ` �, VE EN e E ANALYSI A QUALIFIED PROFESSIONAL ENGINEER, US PERF•` , SCE ': _; N CRI ��'A INDICATE RECEIVE[] CITY OF TUKWIL-, JUN 122O PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com AVIATION PARTNERS SUITE REDUCTION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, STE 200 TULWILA, WA 98168 6194 i AFICHITECT MARK I DATE DESCRIPTION PROGRESS DATE: 06/11/18 DRAWN BY: CHECKED BY: APPROVED BY: AK TS KA PROJECT NO: Project Number All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation • and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. COVER SHEET AND PROJECT INFORMATION A-001 10 PROJECT OJ C O TES DIVISION I - GENERAL CONDITIONS DIVISION IX - FINISHES H. REFERENCESR 1. AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM ( ) A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. B. C635 -METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS... D. C745 INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD, BACKING BOARD OR WATER-RESISTANT BACKING BOARD. � 2: UNDERWRITERS LABORATORIES UL :STANDARD 2079 -TESTS FOR FIRE RESISTANCE OF BUILDING ( ) JOINT E - ; SYST MS. 09500 -.CEILING SUSPENSION SYSTEMS. - 'S 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -106C 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. : , . 5: FIRE EXTING U SHERS SHALL BE INSTALLED IN PER BUILDING STANDARD,REQUIREMENTS; UON. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS 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 7. CONTRACTOR PROVIDEN I STALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW E IEW AND APPROVAL PRIOR TO INSTALLATION. 15800_ HEATING VENTILATING AND AIR CONDITIONING 01010 SUMMARY OF WORK 09250 GYPSUM DRYWALL AND METAL STUDS 1. GENERAL DESCRIPTION COMERCIAL OFFICE SUITE 2. WHERE NO BUILDING PLANS THE CONTRACTOR CONTRACTORS RECEIPT ' SELECTIONS. 3. CONTRACTOR SHALL FURNISHED BY THE TENANT, AND IS RESPONSIBLE FOR EACH SUBCONTRACTOR DAMAGE AT THEIR OWN 4. FIRE/EMERGENCY SYSTEMS EXTINGUISHER PLACEMENT LA EMENT. C 5. CONTRACTOR SHALL OTHER SPECIAL ITEMS REQUIRING COPIES FOR APPROVAL. 6. MECHANICAL AND ELECTRICAL 7: WORK NOTINCLUDED:6: SPECIFICATIONS AND SHOWN CONTRACT), SUCH AST TELEPHONE KITCHEN APPLIANCES. 8. CONTRACTOR TO PROVIDE FIRE/EMERGENCY SYSTEMS EXTINGUISHERS, AUDIBLE SIGNS.09530ACOUSTICAL 9. EVERY EXIT DOOR SHALL KNOWLEDGE OR EFFORT, INDICATED. 10. ANY MATERIAL USED 1 ALL ELECTRICAL,PLUMBING 109650RESILIENT BUILDING SHELL STANDARD DIVISION II - SITE WORK OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10)DAYS OF THE THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE OF THE PLANS SO A VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, ALL ROUGH -IN CONNECTIONS. IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID EXPENSE. INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, F IRE AUDIBLE ALARMS SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN W AND ANY FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK CUSTOM SHOP FABRICATION WORK. SUM TO B ITARCHITECT THREE(3) DESIGN BUILD UNDER SEPARATE PERMIT. TO BE5. CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE ON THE PLANS EXCEPT FOR THE ITEMS INDICATED N.I.C. (NOT IN E NEAND DATA CABLES OFFICE FURNITURE EQUIPMENT AND MOBILE Q ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE LAMS STROBES, SPRINKLERS SMOKE AND HEAT DETECTORS AND EXIT A R , S R BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL ANDS ALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE SPECIFICATIONS: AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND LOCATED IN THE CONSTRUCTION AREAS. DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES BY CODE OR LOCAL GOVERNING AUTHORITY. ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT TO PROVIDE A "LIKE -NEW FINISH". PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. CARPENTRY AND CASEWORK 1. INCLUDE NECESSARY MATERIALS LAI3OR AND ACCESSORIES FOR THE INSTALLATION L ALATI OF ALL PARTITIONS AS SHOWN IN THE PLANS.EXTINGUISHERS.. 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 BRACING 5. SEISMIC BRACING.. PROVIDE SEISMIC AS REQUIREDPER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS CEILING GRD. AND DLOCATE ACCE PANELS 6. CONTRACTOR SHALL PROVIDE AND SS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED: 7. ALL DRYWALL TO BE 5/8 TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE MIR TYPE DRYWALL WHERE DAND BEHIND CERAMIC BY CO E AND AT ALL TOILET ROOMS,C MIC TILES, UON. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS: INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 9. PRIOR TO RECEIVING FINISH,ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE' FINAL FINISHING AS SPECIFIED. 10. USE ACOUSTICAL SEALANT AROUND ND ALL PIPES DUCTS,CONDUIT OUTLETS WI A U, 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. 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION. A. SYSTEM DESCRIPTION:: 1. SELECT FRAMING SYSTEMS, GAGES, :SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST THE STRUCTURAL DESIGN LOADS SPECIFIED. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS. 3. STRUCTURAL REQUIREMENTS: NTS: A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD PLUS DEAD LOADS. B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES. B. CODE REQUIREMENTS: 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT AREA PART OF EACH ASSEMBLY. 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED:` C. MATERIALS: 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS,U SHAPED RUNNERS, HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED' MINIMUM 20 GAGE: 2. FIRE RATED PARTITION HEAD SYSTEMS: A. RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION KIMBALL MN 612-398-7800. � ( ) B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. c, 4. OTHER .FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754, D. PARTITION-AS-BUILTDRAWINGS I FRAMING: 1. RUNNERS: A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND ' CONDUIT WHICH MAY_ BE EMBEDDED IN CONCRETE FLOORS. B. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO CLEAR PARTITION.B) - C. INSTALL FIRE RATED PARTITION HEAL:) SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. D. PROVIDE 2 INCH EXTENDED LEG OVEIRHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL DEFLECTION. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER; AND NOT MORE THAN 2 INC � '' HES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS: 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 20 -GAGE. 5. PROVIDE MINIMUM 20 GAGE STUDS All ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURESUPPORT P PORT AT ALL BOARD EDGES. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER: 9. STUD BRIDGING: A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS ATA MAXIMUM OF 5'-0" ON CENTER FOR THE FULL HEIGHT OF THE PARTITION. B. INTERIOR FULL HEIGHT PARTITIONS(STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE . WITH RIGID FACING MATERIAL STOPPING 3'-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5'-0" OF EXPOSED STUDS. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. E. CEILING AND SOFFIT FRAMING: PROVIIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED: F. BACKING:_ 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS: 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE RETARDANT TREATED WOOD MATERIAL.S SHALL BEAR A UL "FR -S" LABEL, OR A LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. G. INSTALLATION TOLERANCES: 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. - 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, XTUR S, REGISTERS; DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS: - ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. - ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED- WITH EACH OTHER. - 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. - TREATMENT 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 OF MECHANICAL TO BE. PREPARED UNDER A SEPARATE PERMIT: 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE.. A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS:.. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION: 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. DIVISION XVI ELECTRICAL . 16000 -ELECTRICAL AND TELECOMMUNICATIONS > ' 1. REUSE EXISTING ELECTRICALN ' AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR ACOMPLETE 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 MUDRINGS TO BE LOCATED AT 15" AFF. TO THE CENTER LIN E, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED UON: 6. GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. . . T: "ISOLATED 7: ALL WIRING DEVICES. SHALL BE BUILDING STANDARD EXCEPT. GROUND OUTLETS SHALL BE ORANGE; "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL "EMERGENCY" BE ORANGE WITH A GREEN DOT, OUTLETS SHALL BE RED, AND "DEDICATED"OUTLETS FOR "CLEAN CIRCUIT' FIXTURES SHALL: BE GRAYUNLESS BUILDING STANDARD DICTATES OTHERWISE). ( H RWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. 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. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE; BUT NOT LIMITED TO: ELECTRICAL AND DATAJ- BOX WIRING LOCATIONS, J BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR TO . C OR IS 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. 13. ARCHITECTURAL URAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING 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 TOE C NTERLINE OF TELEPHONE ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHU.JVN 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. 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. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE TECHNICAL LAYOUT ANDE SP CIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND LOCATION WITH FURNITURE VENDOR.RELATIONSHIP OF DEVICES. COORDINATE EXACT 21. COORDINATE POWER/DATA &LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, 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 PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR :. REVIEW AND APPROVAL PRIOR TO INSTALLATION. - 16500LIGHTING 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACHS IDE. OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN STUDS FRAMING D NAN TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. - FLOORING 1. PROVIDE VCT SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS: COLOR AND MANUFACTURER PER FINISH SCHEDULE: 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3: BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAYTENANT'S PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR T CTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 02050 - DEMOLITION 1. FURNISH ALL LABOR MATERIALS REMOVAL OF ALL ITEMS UPON COMPLETION OF ALL 2. DEMOLITION OF TELEPHONES, ORIGINATING SOURCE. DEMOLITION SPACES BELOW. 3. DURING THE REMOVAL SHOULD BE STRICTLY FOLLOWED 4 ALL EXISTING CONSTRUCTION SHALL BE REMOVED, RELOCATED, 5. ALL DAMAGED AREAS AREAS OR AS SPECIFIED 6. SHALL DUST AND DEBRIS SUCH DIVISION VI - ARCHITECTURAL 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTAL LED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHTWEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE: MAX: ALLOWABLE TOLERANCE = 1/4" OVER 10': 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 PAINTING AND STAIN 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. UNLESS OTHERWISE NOTED PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. 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: SEALED WOODWORKTO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. 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"(2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. 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"(2 COAT)19. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME 6: TOUCH-UP AND PATCH SURFACES AS REQUIRED QUIRE AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TOBE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DIVISION XII - FURNISHINGS 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. ` 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2: PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT.," THICK. 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS; US32D FINISH; AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS.. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART NEVAMAR -GRADE . 50" HORIZONTAL AND .030" PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE 0 VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6. SHELF EDGING TO BE VINYL. DIVISION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS DOORS AS INDICATED ON DRAWINGS. INTERIOR SUITESU FINISH(BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. SUBMITTALS FOR ARCHITECT REVIEW. 1. PROVIDE AND INSTALL 2. DOOR SCHEDULE SPECIFIES 3. DOORS SHALL BE PRE 4. PROVIDE SHOP DRAWING 08710 - FINISH HARDWARE 12500 - WINDOW TREATMENT 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 2. ALL INTERIOR RECITES TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DIVISION XV - MECHANICALR 1: 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 HANDICAPPED CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON:. 3- . DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE UON. - ' 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO . . COMMENCEMENT OF WORK: . 6: ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTI N N = `4r ALL MEETING AND CONFERENCE ROOMS, ' � •• � D MS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS f�'E� E�Dt`. 9 CITY � OFTUiCWiL_>� 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE. A. CIRCUITING AND WIRING OF LIGHT FIXTURES, B. LIFE SAFETY EQUIPMENT. AND SWITCHES. JUN2� C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES: D. LIGHT FIXTURE SPECIFICATIONS RERIVIIT CENTER 8. CONTRACTOR PROVIDE INSTALLATION DESIGN D REVIEW AND APPROVAL PRIOR TO INSTALLATION.OCUMENTS TO ARCHITECT AND BUILDING OWNER FOR biS060( 9. 7 1. FINISH AND SPECIALTY HARDWARE INSTALLATION NECESSARY TO COMPLETE SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE 3. ALL LOCK SETS SHALL 2 KEYS FOR EACH LOCK O ROOM NUMBERS. 4. SUBMIT HARDWARE SCHEDULELTH 5. ALL DOORS SHALL HAVE ONE DOOR STOP TO MEET 6. ALL HARDWARE SHALL 7. PROVIDE CLOSERS PER 08810 - GLASS HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED 1 TENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT AND MAN) THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF AS SPECIFIED PER THE HARDWARE SCHEDULE. CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO AND TWO 2 MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH O W CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES ONE LATCHSET OR LOCK SET AND A.D.A. REQUIREMENTS. BE COMMERCIAL GRADE. HARDWARE SCHEDULE. AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS: IF GLAZING ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY : TOTHE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITHTHE T H 15400 - PLUMBING 1. PROVIDE SUPPLY, SU PLY, WASTE AND VENT LINES, VALVES; FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNITS VENDING MACHINES CO O. COFFEE MAKER, WATER. HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT ANDCOLD WATER TO SINKS/DISHWASHERS. 5. ALL NEW WATER HEATERS ARE O BE INSTALLED WITH DRIP PAN.. 6.ALL PLUMBING UM NG FIXTURES TO ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND 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 AND LAWS. 1. ALL GLASS AT SIDELIGHTS 2. THIS PROJECT CONTAINS SUBCONTRACTOR SHALL SUBCONTRACTOR FINDS SHALL BRING DISCREPANCIES WORK. SfrB EY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com AVIATION PARTNERS SUITE REDUCTION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, STE 200 TULWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 032010 City of Tukwiiet BUILDING DI:... I KARA M. ANDERSON STATE OF WASHINGTON MARK I DATE I DESCRIPTION PROGRESS DATE: 06/11/18 DRAWN BY: AK CHECKED BY: TS APPROVED BY KA PROJECT NO: Project Number All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. NOTES AND SPECIFICATIONS A-002 RIVERFRONT TECHNICAL PARK 2811 S 102ND STREET AREA OF WORK ON THE SECOND FLOOR SfrgeEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com AVIATION PARTNERS SUITE REDUCTION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, STE 200 TULWILA, WA 98168 ZARA M. ANDERSON STATE OF WASHINGTON MARK I DATE I DESCRIPTION PROGRESS DATE: 06/11/18 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number. AH drawings and written material appearing herein constitute , the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. :.RECEIVED CI ['1 OF TUKWILA JUN 122018 PERMIT CENTER RIVERFRONT TECHNICAL PARK SITE PLAN 1„= ""° SITE PLAN A-003 COMMON PATH OF TRAVEL DISTANCE: 71'-8" TOTAL EXIT ACCESS TRAVEL DISTANCE 140'-6" TOTAL EXIT ACCESS TRAVEL DISTANCE'.; 126'-0" 12,808 _Affeoff:..17.03.10F;sYWZiffir LIFE SAFETY LEGEND INDICATES PATH OF TRAVEL INDICATES PATH OF TRAVEL TRAVEL DISTANCE START POINT COMMON PATH OF TRAVEL INTERSECTION EXIT AND LOAD X XXXX XXX XX ®N �y E OCCUPANCY CALCULATIONS CODE ANALYSIS B - OFFICE SUITE 210 13,143 SF/ 100 SF PER OCCUPANT =132 OCCUPANTS B - OFFICE SUITE 200 12,808 SF/ 100 SF PER OCCUPANT = 128 OCCUPANTS TYPE OF CONSTRUCTION: TYPE VB - FULLY SPRINKLERED OCCUPANCY CLASSIFICATION: B OCCUPANCY (BUSINESS) SECOND FLOOR - PARTIAL LIFE SAFETY PLAN ". 101-0" AREA NOT IN SCOPE AREA NOT IN SCOPE OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD LOAD FACTOR PER IBC 1004.1.2 EXISTING EXIT SIGN NEW EXIT SIGN EXIT SIGN WITH DIRECTIONAL ARROW. EXISTING EXIT SIGN TO BE REMOVED TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE 13,143 SF TOTAL OCCUPANCY NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED OCCUPANT LOAD PER EXIT REQUIRED EXIT WIDTH EXIT DOOR WIDTH PROVIDED 132 OCCUPANTS 2 2 66 66x.15=9.9" 3'-0" (32" CLEAR) TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE 12,808 SF TOTAL OCCUPANCY. NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED. OCCUPANT LOAD PER EXIT REQUIRED EXIT WIDTH EXIT DOOR WIDTH PROVIDED 128 OCCUPANTS 2 2 64 64x.15=9.6" 3'-0" (32" CLEAR) EXITING REQUIREMENTS: OCCUPANT LOAD FACTOR (2015 IBC TABLE 1004.1.2) AREAS (WITH SPRINKLER PROTECTION) : _ GROSS (ACCESSORY IF EXISTS): 100 GROSS EGRESS WIDTH PER OCCUPANT: USE (SPRINKLERED) STAIRWAYS (INCH/OCCUPANT) B OCCUPANCY 0.2 TRAVEL DISTANCES: 1. MAXIMUM ALLOWED DEAD END CORRIDOR LENGTH: 50'-0" (IBC 1020.4, EXEMPTION 2) 2. MAXIMUM ALLOWED COMMON PATH OF EGRESS TRAVEL :100'-0" (IBC TABLE 1006.2.1) 3. MAXIMUM ALLOWED EXIT ACCESS TRAVEL DISTANCE: 250'-0" (IBC TABLE 1017.2) OTHER EGRESS COMPONENTS (INCH/OCCUP 0.15 EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical systemshall automatically, illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5 Public restrooms with, an area greater than 300 square feet. The emergency powersystem s. stem shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not Tess than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 , footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. PROJECT NORTH o 8 2015 IBC SECTION 1008 MEANS apwaFigiTH ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied;. illumination level shall be not Tess than 1 footcandle at the walking surface. The power supply for means of egress illuminatioREfff TIL normally be provided by the premises' electrical stifflyO TU K In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency el „,i�c l 2 1 i system shall automatically illuminate all of the following e s: Y 1. Aisles, 2. Corridors, 3. Exit access stairways erg In the event ofpower supply failure in buildin , sit :reC E f�J T building et or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. SABEY Architecture 12201. Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com AVIATION PARTNERS SUITE REDUCTION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, STE 200 TULWILA, WA 98168 SARA M. ANDERSON STATE OF WASHINGTON MARK I DATE DESCRIPTION PROGRESS DATE: • 06/11/18 DRAWN BY: CHECKED BY: APPROVED BY: AK TS KA PROJECT NO: Project Number All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. LIFE SAFETY PLAN A-005 EXISTING EXIT STAIR 10'-1 NEW EXIT VESTIBULE EXISTING SUITE 200 IT ROOM NEW SUITE 210 FLOOR PLAN 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 SHELIJCORE 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. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD. 7. UON, ALL PARTITIONS - 8. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 6" FROM ADJACENT. WALL OR MATCH EXISTING SIJITE STANDARD. 9. FOR TYPICAL DEVICE MOUNTING HEIGHTS, SEE 3 /A-601 EXISTING SUITE 200 SERVER ROOM 05 FLOOR PLAN KEYNOTES: 0 DEMO EXISTING WALLS AND DOORS TO CONTINUE COMMON AREA HALLWAY AROUND RESTROOM CORE LEAVE HEADERS IN PLACES AS NECESSARY FOR EXISTING CEILING. PATCH AND REPAIR WALLS AS NEEDED. SECOND FLOOR ENLARGED DATA CENTER CONSTRUCTION PLAN 1/8" =1'-0" ALIGN NEW DOOR AND FRAME IN EXISTING OPENING - MATCH BUILDING STANDARD. NEW INFILL AT EXISTING OPENING - MATCH EXISTING MTL: STUD/ GWB WALL ASSEMBLY. NEW DEMISING WALL WITH ACOUSTICAL INSULATION TO STRUCTURE ABOVE, VERIFY PLENUM REQUIREMENTS WITH MECHANICAL. EXISTING WATER FOUNTAIN TO REMAIN. DEMO EXISTING WALLS AND DOORS. LEAVE HEADER IN PLACE AS NECESSARY FOR EXISTING GRID. DEMO PORTION OF EXISTING WALL FOR NEW DOOR. U VERIFY SWITCHING AND EXTINGUISHER CABINET LOCATIONS, RELOCATE AS NEEDED. VERIFY MECHANICAL NEEDS - SEPARATE CONTROL OF EACH SUITE OR, SHARED THERMOSTAT FOR BOTH SUITES 200 AND 210. 10 RELOCATE LIGHT FIXTURES AND SWITCHING AS NEEDED TO ACCOMMODATE NEW DEMISING WALL 0 VERIFY FIRE SPRINKLER, FIRE ALARM, AND EXIT SIGN LOCATIONS - RELOCATE AS NEEDED. 12 RELOCATE SECURITY CAMERAS AS NEEDED. 0 REMOVE SECURITY CAMERAS AND DATA CABLING FROM NEW SUITE 210 BACK TO SOURCE. 14 VERIFY CABLING ROUTE BETWEEN EXISTING SUITE 200 AND DATACENTER - REVISE AS NEEDED PER TENANT REQUIREMENTS. (SEE KEY PLAN).': 15 MAINTAIN OR, PROVIDE NEW LOCKING HARDWARE AND CARD READER ACCESS - VERIFY WITH TENANT. O16 HATCHED AREA TO MATCH EXISTING COMMON AREAS: - NEW CARPET FROM ATTIC STOCK - NEW RUBBER BASE - NEW CEILING TILES, PAINT EXISTING GRID - NEW RECESSED LIGHT FIXTURES NEW PAINT- WALLS, DOORS, AND FRAMES 17 DISASSEMBLE AND RECONFIGURE EXISTING FURNITURE SYSTEMS AND POWER POLES - VERIFY FINAL LAYOUT WITH TENANT. 18 REMOVE CLOSET DOORS, SHELF, AND RAIL - FINISH OUT EXISTING CLOSETS AS COMMON AREA HALLWAY NICHE. B EXISTING RR EXISTING SUITE 200/ 210 ELEC. RM. CONSTRUCTION LEGEND: EXISTING TO REMAIN (SHOWN SHADED) k'at..CEI `is L.) err'," OF TUKWI _A J ��I 12 2013 EXISTING TO BE DEMOLISHED PERMIT CENTE (SHOWN DASHED - NONE IN SCOPE) NEW CONSTRUCTION SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com AVIATION PARTNERS SUITE REDUCTION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, STE 200 TULWILA, WA 98168 KARA M. ANDERSON STATE OF WASHINGTON MARK I DATE I DESCRIPTION PROGRESS DATE: 06/11/18 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. SECOND FLOOR- PARTIAL OFFICE CONSTRUCTION PLAN 1/8" =1'-0,. FLOOR CONSTRUCTION PLAN A-101 ■ im ■■•®•i1 ®EM= ■■■®■®1 ■®u®•li ■■■■■■1 ■U®III®■■®I®I ■••M11 MIME ■®■ OMMI ■■■■ i�WWF NEN IUIIIB.._ 11,1miiiumuiiuumui Him min IF • 1111111111111111111101111 111111111111 111111 II 1111111111111111 1111111111/111111111 1111111 11111 Hint 1111111111 1111111MMIE [ _moms immimi. moms R R1111 Ell° 1 RENEE I � 1 ®11111 I®U M 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. UON, ALL CEILINGS TO BE(ACP-1 8'-0" AFF 3. FOR TYPICAL ACP SUSPENDED CEILING DETAILS, SEE 4. FOR TYPICAL GYPSUM BOARD CEILING DETAILS, SEE 5. EXIT SIGNS NOTED FOR REFERENCE ON LIFE SAEFTY SHEET. 6 SEE FINISH LEGEND FOR ACOUSTICAL CEILING TILE AND GRID INFORMATION. 7. MECHANICAL SYSTEM IS BIDDER -DESIGNED. SUBMIT PLANS TO ARCHITECT FOR COORDINATION OF CEILING DEVICE LOCATIONS. 8. SPRINKLER QUANTITY AND LOCATIONS TO BE BIDDER -DESIGNED. SUBMIT PLANS TO ARCHITECT FOR COORDINATION OF CEILING DEVICE LOCATIONS. 9. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 10. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 11. UNLESS NOTED OTHERWISE, MULTIPLE SWITCH'S IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 12. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN.. <, . 13. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 14. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES. RCP .KEY NOTES: O: ALL EXISTING LIGHT FIXTURES TO REMAIN. VERIFY LIGHT SWITCHING AS NEEDED - LIGHTING AND ELECTRICAL UNDER SEPARATE PERMIT. 0' RELOCATE DIFFUSER AS NEEDED. SECOND FLOOR -. ENLARGED. DATA CENTER RCP PLAN 1/8' =1'-0" RCP LEGND ---- MIDI --NMI 1111M111.0mi .: .1111111111 ■•■ ■®E®■ 1111111•1111111111ENNUI . 1111111111111111 111111111111 11111111111.111111111111111 111111111111111111111111111111 111■•s•®uuii •I 1111111111111 ■eii •I 11EENE Emss ■I 1111111111111 ■■I■ ®I 111111111.11■■L■■I 11111111111111.1111111111111111 111••■®■■si■■■ Ii1®■es®■■Iiia Ill.- •®II' 111®®®® ®®1 III■u■®■■.1 1111111111111111.1111111 111111111111111111111111 1 m■rraararaC lila®•®®•■1 11111111•11M1111 ■■®■ ®■1 ■I■®IINIIIIIel ■11®1111®®111 ■■■u■®®AI 1111®11■®®®1 •1110®® ®®, \ 2 X4 RECESSED DIRECT/ INDIRECT FLUORESCENT 1 X4 SUSPENDED MOUNT LINEAR FLUORESCENT 6" RECESSED COMPACT FLOURESCENT DOWNLIGHT WALL WASHER PENDANT LIGHT SWITCH REVIEWED FOR.. CODE COMPLIANCE APPROVED JUL 03 2010 City of Tukwila DUILDING DIVISION CONSTRUCTION LEGEND: EXISTING TO REMAIN (SHOWN SHADED) SABEY Arch itecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com AVIATION PARTNERS SUITE REDUCTION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, STE 200 TULWILA, WA 98168 6194 REGISTERED \PROEWFZCT HAM M. ANDERSON STATE OF WASHINGTON MARK I • DATE I DESCRIPTION PROGRESS DATE: 06/11/18 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number PERMIT CENI EXISTING TO BE DEMOLISHED (SHOWN DASHED NONE IN SCOPE) NEW CONSTRUCTION SECOND FLOOR- PARTIAL OFFICE RCP PLAN All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. FLOOR REFLECTED CEILING PLAN A-1 02 10 DOOR LEAF PARTITION -TYPE VARIES HOLLOW METAL FRAME OPENING SCHEDULE NO ROOM NAME OPENING HDWE SET SIZE W H FIRE RTG TYPE DOOR CONFIG TYPE FRAME CONFIG FIN HEAD DETAILS JAMB(S) SILL REMARKS 1 NEW EXIT VESTIBULE 2 NEW EXIT VESTIBULE 3 NEW SUITE 210. 01 01 01 3'=0" 7'-0" WD F MTL 1 PAINT 01/ A-601 021A-601 MATCH EXISTING 3'-0 7'-0 WD F MTL 1 PAINT 01/ A-601 02/ A-601 3' - 0" 7'-0 WD MTL 1 PAINT 01/ A-601 02/ A-601 4 EXISTING SUITE 200 5 6 EXISTING RR NEW COMMON AREA DOOR HARDWARE GROUPS 01 02 01 HW01 1 ENTRY FUNCTION LOCKET 1:5 PAIR HINGES 1 DOOR CLOSER 1 FLOOR -MOUNTED DOOR STOP 1 ELECTRIC STRIKE - CONNECTED TO TENANT'S CARD READER SYSTEM HWO2 1 PUSH-PULL 1.5 PAIR HINGES 1 WALL -MOUNTED DOOR STOP 2 KICK PLATES -1 EACH SIDE 3'-0" 7'-0" WD F MTL 1 PAINT 01/A-601 02/ A-601 MATCH EXISTING MATCH EXISTING MATCH EXISTING 3'-0" 3'_0" 7'=0" 7'-0" WD WD F F WD MTL 1 1 PAINT PAINT 01/A-601 01/ A-601 02/ A-601 MATCH EXISTING MATCH EXISTING HOLLOW METAL FRAME- DOOR V1 (VISON LITE W/ TEMPERED GLASS) V2 (VISON LITE W/ TEMPERED GLASS) SF (UIEDIUM STILE STOREFRONT) DOOR CONFIGURATION LEGEND FRAME CONFIGURATION LEGEND ROOM FINISH SCHEDULE GV DOOR LEAF PARTITION -TYPE VARIES BEVEL AT LATCH EDGE HOLLOW METAL -.0- FRAME HOLLOW METAL FRAME DOOR ()JAMB NUMBER. 01 02 03 06 04 05 07 NAME EXISTING SUITE 200 NEW EXIT VESTIBULE NEW SUITE 210 NEW COMMON AREA EXISTING SUITE 200 IT ROOM EXISTING SUITE 200 SERVER ROOM EXISTING RR FLOOR BASE WALL CEILING. REMARKS CARPET RUBBER BASE PAINT EXISTING MATCH EXISITNG. CARPET RUBBER BASE PAINT EXISTING MATCH EXISITNG CARPET RUBBER BASE PAINT EXISTING MATCH EXISITNG CARPET RUBBER BASE PAINT EXISTING MATCH EXISITNG EXISTING EXISTING EXISTING EXISTING MATCH EXISITNG EXISTING EXISTING EXISTING EXISTING MATCH EXISITNG EXISTING EXISTING EXISTING EXISTING MATCH EXISITNG. FIRE EXTINGUISHER. v w x�w W o coQLU C:1 O LU ¢ o¢ <i Q � w DEVICE MOUNTING GUIDELINES 3 1/2" =1'-0" w J C7 uJ LU J U 0 w WALL END OR EDGE (WHERE OCCURS) DOOR FRAME OR WINDOW FRAME 7u J FIRE ALARM THERMOSTAT OR TEMPERATURE SENSOR TELEPHONES, DOOR SWITCHES, DOOR CONTROLLERS, FIRE ALARM PULL SWITCHES, LIGHT SWITCHES AND SIMILAR ITEMS (THE INTENT IS TO ALIGN TOPS OF ALL ITEMS WHILE ALLOWING ALL OPERABLE PARTS TO BE LESS THAN 4'-0" AFF) ELECTRICAL RECEPTACLES SINGLE, GANGED, OR SEPARATED BY 2" Z0 str NOTES: 1. USE THIS DETAIL TO LOCATE DEVICES THAT. ARE IIIDICATED ON THE DRAWINGS BUT NOT LOCATED BY DIMENSION, OR TO LOCATE REQUIRED DEVICES THAT ARE NOT INDICATED ON THE DRAWING. 2. ALIGN MULTIPLE DEVICES HORIZONTALLY AND/OR VERTICALLY AS DETAILED. 3. ITEMS OTHER THAN ELECTRICAL RECEPTACLES SHALL BE MOUNTED NEAR DOORWAYS OR INTERSECTING WALLS AS DETAILED SO AS NOT TO INTERFERE WITH THE PLACEMENT OF ART OR FURNITURE -- EXCEPT THAT WHERE THE WALL SEGMENT IS LESS THAN 2'-0" WIDE, CENTER THE DEVICES AS DETAILED. WALL SEGMENT 2-0" WIDE OR LESS WALL END OR EDGE (WHERE OCCURS) / EQUAL EQUAL WINDOW, DC "FEATURE" SEPARATE INTO SEGN T OR OR -AT I/ALL \ITS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 03 2018 City of Tukwila BUILDING DIVISION RECEIVED CIT OF. TUKWILA 'i 2 2010 IaERIUII1 CENTER' SPA -BEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com AVIATION PARTNERS. SUITE REDUCTION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, STE 200 TULWILA, WA 98168 MARK I DATE I DESCRIPTION PROGRESS DATE: • 06/11/18 DRAWN BY: CHECKED BY: APPROVED BY: AK TS KA PROJECT NO:. Project Number All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. DOOR, FINISH, DEVICE MOUNTING SCHEDULES AND DETAILS A-601 • P2 NOTE: ALL PARTITIONS HERE MAY BE MASONRY OR FRAMING WITH FINISH MATERIALS. SEE PARTITION -TYPE INDICATOR FOR SPECIFIC CONSTRUCTION. FRAMED PARTITIONS WITH FINISH MATERIALS ARE GRAPHICALLY INDICATED HERE FOR CLARITY IN REFERENCING DETAILS AND FRAMING ATTACHMENTS. FRAMING, INSULATION AND FINISH MATERIALS (OR MASONRY) TO DECK ABOVE FRAMING, INSULATION, AND FINISH MATERIALS TO UNDERSIDE OF CEILING 1 A-801 L_J NON -FIRE RATED. FULL -HEIGHT PARTITION NON -FIRE RATED PARTITION BRACED AT CEILING PARTITION/WALL CONFIGURATION NO SCALE ALL WIRES TWISTED 3 TI . S AT EACH ATTACHMENT POINT (SCHEMATIC) STRUCTURE (2)12 GAGE WIRES AT 4'-0" OC MAX ALONG PARTITION 4" MAX ACOUSTICAL CEILING - FOAM TAPE TO PLUG GAPS AT SUSPENSION TOP TRACK, 20 GAGE MINIMUM, PAINT FLAT BLACK (SCHEMATIC) STRUCTURE PARTITION ATTACHMENT CLIP AT 4'-0" OC, MAXIMUM CASING BEAD OPTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES O PARTITION ORIENTED PARALLEL TO CEILING TEES 5/8" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 21/2" METAL STUDS 3 5/8" METAL STUDS 6" METAL STUDS PARTITION FRAMING ATTACHMENT OF SPLAY WIRES TO STRUCTURE: AT STEEL STRUCTURE:: BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: EMBED THRICE -LOOPED WIRE EMBEDDED INTO CONCRETE (10" MINIMUM EMBEDDED LENGTH). OR CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH POWDER -ACTUATED FASTENERS. AT PRECAST OR POST -TENSIONED CONCRETE: CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH (2) 5/16 TAPCON SCREWS EMBEDDED 2" PER ESI -2202. AT OPEN WEB JOISTS OR TRUSSES: WIRE LOOPED AROUND BOTTOM CHORD. AT WOOD JOISTS (2" NOMINAL MINIMUM WIDTH): 1/4" DIAMETER X 3" LONG CLOSED -EYE SCREWS WITH 1" MINIMUM PENETRATION. OR (3) STAPLES MINIMUM ONTO LOOPED WIRE INTO SIDE OF JOIST. NOTE: UON ALL POWDER -ACTUATED FASTENERS HILTI PER ES REPORT ESR -2269. PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM WITH TEGULAR-EDGED TILES) 3" =1'-0" FP ®0 l MEM THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION ISA THREE -UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITIONIWALL VERTICAL CONFIGURATION OF PARTITIONIWALL PARTITION/WALL SYMBOLOGY INSULATION DESIGNATION NO INSULATION BATT ACOUSTICAL INSULATION BATT THERMAL INSULATION NOTES: 1. SEE SPECIFICATION FOR STUD SPACING AND GAGE. 2. WHERE FIRE AND/OR SOUND RATINGS ARE INDICATED, THE GYPSUM BOARD REQUIRED SHALL BE CONTINUOUS BEHIND ABUTTING NONRATED PARTITIONS SO THAT FIRE AND/OR ACOUSTIC PERFORMANCE IS NOT COMPROMISED. FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE. TYPICAL THROUGHOUT THIS DETAIL GENERAL NOTES: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK TO ALLOW 3/4" DEFLECTION. MAINTAIN DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 3/4" SHORT TO ALLOW 3/4" DEFLECTION AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 3/4" CLEAR SPACE TO ALLOW 3/4" DEFLECTION. DO NOT SCREW FIN'9H MATERIALS INTO TOP TRACK - FASTEN INTO S1 UDS ONLY APPLY OR PATCH FIREPROOFING (WHERE FIREPROOFING IS REQUIRED) AFTER INSTALLATIOI, OF TRACK OR STRAPS AT PARTITIONS WITH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD 2" SHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT. JOINT NEEDED TO ACHIEVE 3/4" DEFLECTION ACOUSTICAL SEALANT AND BOND BREAKER TAPE CASING BEAD, TYP ACOUSTICAL PARTITION, TYP 1 LU � J ii Er_ LL ¢0o fA>- LL 0 -¢Ao z50 CD up 0 F= ¢ z p apga o w. t— Qz�ul�II HOUY. ¢z¢ Q �. 0 1-- 0 0 Z N .L METAL STUDS (PER ICC ES REPORT ESR -3064P), MAXIMUM HEIGHT 20'-0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENERS: AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): PROVIDE (2) NO 8 X 1" WOOD SCREWS AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMIM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT CIP CONCRETE AND POST -TENSIONED CONCRETE FLOOR: PROVIDE HILTI X -U 0.157" DIAMETER POWDER -ACTUATED FASTENERS, EMBED 3/4" PER ESR -2269. 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE PTN-TO-FLR CONNECTION FOR SEISMIC SITUATIONS =1'0" TWA - SEISMIC DESIGN CATEGORYAAND B: STEEL -ONLY DECK: NO 8 SCREWS AT 16" OC OR STEEL AND CONCRETE DECK: HILTI X -U 0.157" DIAMETER POWDER -ACTUATED FASTENERS AT 24" OC, EMBED 3/4" PER ESR -2269. SEISMIC DESIGN CATEGORY C, D, E, AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12" OC OR STEEL AND CONCRETE DECK: HILTI X -U 0.157" DIAMETER POWDER -ACTUATED FASTENERS AT 18" OC, EMBED 3/4" PER ESR -2269 NON -ACOUSTICAL PARTITION, TYP. OPARTITION PERPENDICULAR TO FLUTES O PARTITION OFFSET AND PARALLEL TO FLUTES CASING BEAD WHERE EXPOSED TO VIEW, TYPICAL 4" WIDE PLATE (20 GAGE MINIMUM) AT 48" MAXIMUM OC, WHERE NECESSARY FOR PARTITION ATTACHMENT FASTEN TRACK TO PLATE WITH (3) NO 8 SCREWS AT 48" MAXIMUM OC FASTEN PLATE TO STEEL -ONLY DECK WITH (2) NO 8 SCREWS EACH END OF PLATE OR TO STEEL AND CONCRETE DECK W1TH (2) HILTI X -U 0.157" DIAMETER POWDER-ACTUATEDFASTENERS, EMBED 3/4", MIN 4" SPACING PER ESR -2269 INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE 3 3" =1'-0" OPARTITION BETWEEN PARALLEL FLUTES RECEIVED CITY OF .I UKw1Li SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com AVIATION PARTNERS SUITE. REDUCTION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, STE 200 TULWILA, WA 98168 194 ; :TBGISTERED ``�, j ARCHITECT SARA y:: ANDERSON :`*ATE OF WASHINGTON MARK I DATE I DESCRIPTION PROGRESS DATE: 06/11/18 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: • . . • Project Number All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. PARTITION TYPES AND CEILING DETAILS :A=801