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Home My WebLink AboutPermit D16-0343 - SABEY CORPORATION - 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. D16-0343 SABEY - LANDLORD IMPROVEMENT 3311 S 120TH PL 160 RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Coda Exemption, � � � I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 30 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) (7a & c) apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney -Client Privilege — disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); DR4 RCW 5.60.060(2)(a); which protects attorney-client privileged RCW RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. LANDLORD IMPROVEMENT 3311 S 120 PL SUITE 160 D16-0343 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov 1023049078 3311 S 120TH PL 160 DEVELOPMENT PERMIT Project Name: LANDLORD IMPROVEMENT Permit Number: D16-0343 Issue Date: 1/31/2017 Permit Expires On: 7/30/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SABEY CORPORATION 12201 TUKWILA INTL BLVD 4TH FL, SEATTLE, WA, 98168 BRANDON HARRIS 12201 TUKWILA INTERNATIONAL BLVD 4TH FLO , TUKWILA, WA, 98168 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) 277-5266 Phone: (206) 281-4200 Expiration Date: 1/12/2019 DESCRIPTION OF WORK: INTERIOR LANDLORD OMPRVEMENT OF EXISTING SUITE 160A IN BUILDING 2, INTERGATE, EAST CAMPUS. THE WORK INCLUDES NON LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. MECHANICAL, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED Project Valuation: $170,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,585.72 Occupancy per IBC: F-1 Water District: 125,TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: cf, Date: pito I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature:-..c?",.1 Print Name: s.i pow Date: ) �� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 8: 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) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 11: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 12: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 13: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 19: 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) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 16: 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). 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***BUILDING PERMIT CONDITIONS*** 28: 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. 29: 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. 30: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 31: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 32: 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. 33: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 34: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 35: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 36: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING LATH & GYPSUM 0406 SUSPENDED CEILING 0413 WALL SHEATHING/SHEAR CITY OF TUK, Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit'No. 1) (2C'2 Project No. 16.Date Application Accepted: Date Application Expires:' (For office use o ly) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 1023049078 Site Address: 3311 S 120th Place, Tukwila, WA 98168 Suite Number: 160a Floor: 1 New Tenant: ❑ Yes ®..No Tenant Name: Landlord Improvement PROPERTY OWNER Name: International Gateway East LLC Address: 12201 Tukwila Int'! Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Brandon Harris Address: 12201 Tukwila Int'l Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 277-5266 Fax: (206) 282-9951 Email: brandonh@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Int'1 Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Contr Reg No.: SABEYCI033KM Exp Date: 12/31/2016 Tukwila Business License No.: BUS -0102122 H:\Applications\Forms-Applications On Line \201 ] Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Sabey Architecure Architect Name: Kara Anderson Address: 12201 Tukwila Int'! Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: karaa@sabey.com ENGINEER OF RECORD Name: Sabey Corporation Address: 12201 Tukwila Int'! 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 ]9.27.095) Name: Sabey Corporation Address: 12201 Tukwila Int'! Blvd. City: Tukwila State: WA Zip: 98168 Page I of 4 BUILDING PERMIT I.NFORMATIO 206-431-3670 .1 Valuation of Project (contractor's bid price): $ 170,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): INTERIOR LANDLORD IMPROVEMENT OF EXISTING SUITE 160a IN BUILDING 2, INTERGATE.EAST CAMPUS. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. MECHANICAL, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Z Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. 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. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s Floor 107,500 1,758 VB (UBC) F-1 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Z Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. 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. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOI1TION — 206-433-0179 Scope of Work (please provide detailed information): n/a Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate O .. Highline ❑...Valley View ❑ .. Renton D... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...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... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public ❑ WO # WO# WO # Private Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water ❑ ...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\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 1.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — �.. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 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 OWNER OR AUTHORIZ D AGENT: Signature: LIA-4k Date: 12/19/2015 Print Name: Brandon Harris Day Telephone: (206) 277-5266 Mailing Address: 12201 Tukwila Int'l Blvd, 4th Floor Tukwila WA 98168 City • State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Fermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R10837 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY - PAID $69.87 D16-0343 Address: 3311 S 120TH PL 160 Apn: 1023049078 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R10837 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Thursday, February 16, 2017 Paid By: KARA ANDERSON Pay Method: CREDIT CARD 613847 Printed: Thursday, February 16, 2017 9:01 AM 1 of 1 C! SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK I PAID $3,585.72 D16-0343 Address: 33115 120TH PL 160 Apn: 1023049078 $3,585.72 DEVELOPMENT $3,480.39 PERMIT FEE R000.322.100.00.00 0.00 $2,106.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,369.29 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $105.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10064 R000.322.900.04.00 0.00 $105.33 $3,585.72 Date Paid: Monday, December 19, 2016 Paid By: SABEY CORPORATION Pay Method: CREDIT CARD 673748 Printed: Monday, December 19, 2016 1:07 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20 31-3670 Permit Inspection Request Line (206) 438-9350` • 9/L%Yr�cs- C)3 Project: r L Y /infeu►4Fm '" 1 Type of Inspection: 4& Address: 33x1 S I2o�1 11. Date Called: Special Instructions: &0 /- 11 ltc Date Want 3 L// 7 a.m .«,. Request . MATT - Phone No: 2'o&- 2Sr=3!7l Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: 44,1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pro'ect: b 11440/1 kft-M Type of Inspection:, fix.?) f hiAIP�- ='"/ 4 L Address: 33!f S 12o' Pi_ Date Called: Special Instructions: /60 Z 1-11 148 ''� Date Wanted: 1 / a.� Requester: %P7A-r r- Phot oN6: Zs- s - 367 1 ❑ Approved per applicable codes. EiCorrections required prior to approval. COMMENTS: ! 04.04-A'g6 ckt_ ' 1 ,, - P -o/ t, Pe u ,Vi i3O.1zoA Inspector: Date: 3 t7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION J UP -O343 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 4440 LORD I11APrRDV, jt4E 75 Type of Inspection: Sf)SPEN.DFD CE IL I NG - Address: 3311 .S, 126T -H- .PA -,1(00 Date Called: Special Instructions: Date Wanted: 2-23-19 a.m) p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Pilo `535/3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: howl; LORD /f4/7j Type of Inspection: /, iffLL f%Y-4117�hi1ej /7 4/? Address: 33/1 s, /2orh, f iteo Date Called: Special Instructions: 441-4- -71-M ,6419re Date Wanted: a.m., ,2,—;--/7 p.m. Requester:teM fri Phone No: 2 6.(e_ 253:3(Q 71 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: —2 -J 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2/&-°3y3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: , 47442 01?,0 /ifl�'��4/110403. Type of Inspection: 7Mill/IVCr Address: 33/ .5, /2br / + /1 'L Date Called: Special Instructions: Date Wanted: 2."i2-_17 a.m P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A 02n ✓ .ta RN 6 -0/1/T -V,0,4/ 0,4/ AiG.e C )C1 /tP/,Ra V-1— Inspector: Date: 2-2-)7 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 NA -6343 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: eoPiletz- Type of Inspection:, Address: 37J 5/S6zS� oneP/H) Contact PersSuite#:/ Special Instructions: Phone No.: 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: bvE /14WR (2i e —P6lf`-/5 F-72.0)14 er/Clkali S /,j42. r7.//q f//v i9Z irkOVe ) — a -r -T? 7T f/LL Cp 0'2,/ — Pliov'OE.D AS - l v"L i] i& Th FAA %z c F/N /'L_ //2;1 e --N Needs Shift Inspection: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ` Inspector: f -7i4 94- Date: 2/'//7- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bib PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: % O SS C i 7-L Sprinklers: Type ofI7p1ection: Address: r Suite #: ..) ii < J. 1 Z6 r- S / Contact Person:, /� jrii7L-8 Special Instructions: 1JL S c d94 11- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1JL S c d94 11- ;IA 4T -C d kv/1,'T &Jft /.Q 5P4 - . VE -712- t ;`-'u)bivt L t $ 7 %h CE1 F .5 % C,4 -)N (A -z 11---,J/' &7'i N // `>>---/ IC (E. - YL / p/ 6—I— 1 :07Z /`"i Al Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: r71 57,— Date: 22-//14/( Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Dry - 03'73 /6 - S - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1AF6--1-7 Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: Address:,oro 12,2 Suite #: Suite S - / 10 4410A Contact Person: Special Instructions: Phone No.: [(Approved per applicable codes. Corrections required prior to approval. COMMENTS: -01/a Giase7` Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:j- /4-7,/ 6 Date: 2/3// 7 Hrs.: 1, O $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Interior Lighting Summary - Space -By -Space LTG -INT -SPACE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 3311 S120TH STREET Fixture Description*** Date 1/18/2017 Lighting Alterations, Renovations & Building Additions O Less than 60% O 60% or more O Stand alone Q Addition fixtures replaced fixtures replaced bldg. addition combined w/exist Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed Lighting table. Watts Proposed For Building Department Use rill.i D CITY O F U K H �_ Q L ry JAN3 2017 PERMIT CENTER n Maximum Allowed Lighting Wattage 5 Location (plan #, room #) Space Type* Allowed Watts per ft2 TYPE A FLU-24-PS-2-T8-1C-UNV-E-G-FW-WH Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) OPEN OFFICE Office - Open plan 0.98 6 510 500 OFFICE Office - Enclosed 1.11 62 96 107 ENTRY VEST Corridor/transition 0.66 62 472 312 JANITORIAL Electrical/mechanical 0.95 EMERGENCY 21 20 TELCO ROOM Electrical/mechanical 0.95 50 48 Atrium** Enter Height: Existing Lighting Enter Exist. Watts: Retail Display Allowance from LTG -INT -DISPLAY * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 WAt. ht., above 40 feet is 0.02 Wilt. ht. Proposed Lighting Wattage Total Area Allowed Watts 1149 985 Location (plan #, room #) Fixture Description*** Number of Fixtures Watts/ Fixture Watts Proposed OPEN OFFICE TYPE A FLU-24-PS-2-T8-1C-UNV-E-G-FW-WH 5 62 310 OFFICE TYPE A FLU-24-PS-2-T8-1C-UNV-E-G-FW-WH 2 62 124 ENTRY VEST TYPE A FLU-24-PS-2-T8-1C-UNV-E-G-FW-WH 6 62 372 JANITORIAL TYPE B W4-232-UNV 1 62 62 TELCO ROOM TYPE B W4-232-UNV 1 62 62 EXIT SIGNS TYPE C CEG 2 1 3 EMERGENCY TYPE D CU2 2 1 1 Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total. Allowed Watts for Interior Lighting. 0 FiP 934 *** Include existing to remain lighting fixtures and exempt righting equipment per notes below. V Notes: 1. Include ALL proposed lighting fixtures. 2. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption .er C405.5 ote exception number and leave Watts/Fixture blank. 5. Document existing to t'eg t le in the same manner as new fixtures. Identify as existing in fixture description. 6. If #NA appears in Ret -:i Dis-, . 7ohANC T -DISPLAY is incomplete. COPT LTR# Interior Lightin;• PoweAglArAtED COMPLIES JAN 2 7 2017 City of Tukwila BUILDING DIVISION )Cityo Tukwila fDepartment of Community Development January 11, 2017 BRANDON HARRIS 12201 TUKWILA INTERNATIONAL BLVD 4TH FL TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0343 LANDLORD IMPROVEMENT - 3311 S 120TH PL 160 Dear BRANDON HARRIS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: KC ELLIS at 206-431-3677 if you have questions regarding these comments. Complete a NREC lighting summary, provide lighted exit sign locations. Identify wall insulation values as R13 plus R-10 continuous full height to roof or ceiling insulation, clarify the roof or ceiling insulation value, type and location and envelope boundaries. Metal wall studs shall be installed per their ICC research report., Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, jiligf/1/11VA9 Rachelle Ripley Permit Technician File No. D16-0343 6300 Southcenter Boulevard Suite #100 • Tukwila Washinptnn 98188 • Phnne 206-431-367( • Pnr 206-431-3665 PERMIT COORD COPY: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0343 DATE: 02/07/17 PROJECT NAME: LANDLORD IMPROVEMENTS SITE ADDRESS: 3311 S 120 PL - SUITE 160 Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Wo ks ,e— ,,q4) P --9 —f 7 I$ AP ex—)—i7 Fire Prevention Planning Division Structural ❑ Permit Coordinator iti PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/09/17 Structural Review Required REVIEWER'S INITIALS: DATE: 111 APPROVALS OR CORRECTIONS: DUE DATE: 03/09/17 Approved Corrections Required Approved with Conditions ❑ ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: v\A-TA. 6i`N REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED. Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 t'ER E. "IT COORD COPY s t.�►r i � 7 � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0343 DATE: 01/25/17 PROJECT NAME: LANDLORD IMPROVEMENTS SITE ADDRESS: 3311 S 120TH PL Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # ' Revision # after Permit Issued DEPARTMENTS: PFJ P W& Building Division Public Works n Fire Prevention Structural Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) REVIEWER'S INITIALS: DATE: 01/26/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) 02/23/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0343 DATE: 12/20/16 PROJECT NAME: LANDLORD IMPROVEMENTS SITE ADDRESS: 3311 S 120TH PL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: e' Can1,Z la- Building Division �I tri AJJ4 Public Works NEI ann awG i192 Fire Prevention Structural 1,0 PO -011 Planning Division 1N1 ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 12/20/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required E (corrections entered in Reviews) Notation: DUE DATE: 01/17/17 Approved with Conditions ❑ Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I I I Departments issued corrections: Bldg Fire ❑ Ping 0 PW 0 Staff Initials: r 1" 12/18/2013 PROJECT NAME: I-6 Ind (aYJ (p ✓'PGWI �Pit/I PERMIT NO: b 0 32-(3 SITE ADDRESS: 33t t S, 0 O 1)( Roo ORIGINAL ISSUE DATE: (-3 1- 17 REVISION LOG REVISION NO. DATE RECEIVED STAFF INIT ALS ISSUED DATE STAFF INITIALS STAFF INITIALS 1 2--7-1-1 Summary of Revision: Received by: Summary of Revision: P,o cLicQ sco Fp d 'u/e/.-k- -- ( i‘>rini-e, I-00 im S I c� v� I (o % Received by: uNo N zl S REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: CMZ-- 6 17 Plan Check/Permit Number: hi Y — O*' -1-' ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [e Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 1 M'ProvErA EAJTS Project Address: 9 1 s 1Zcv' , �`+-� 160 Contact Person: 1? N » , 14-Ac-z_lz. Phone Number: (7-06) 277- Z(7& Summary of Revision: I� UGED SCOVE `f-( 1GE- (7-A, 167) ttn» OPSO OGE (i. i66). RECEIVED CITY OF TUKWIL..� FEB 0 7 2017 PERMIT CENTER Sheet Number(s): A- l o l) A- 16z_ "Cloud" or highlight all areas of revision includi ate of r v• ion Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Form. doc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.t;ov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 01/19/17 Plan Check/Permit Number: D16-0343 ❑ Response to Incomplete Letter # ® Response to Correction Letter # i,r�5..<.. RECEIVED Li R• evision # after Permit is Issued CITY OF TUKWILA ❑ Revision requested by a City Building Inspector or Plans Examiner JAN 23 2017 ❑ D• eferred Submittal # Project Name: LANDLORD IMPROVEMENTS Project Address: 3311 S 120TH PL 160 PERMIT CENTER Contact Person: Brandon Harris • Phone Number: (206) 277-5266 Summary of Revision: 1. NREC Lighting Summary completed by lighting contractor and attached. 2. Exit sign locations noted on Life -Safety Plan, Sheet A-005. 3. Clarification added to identify Suite 160 and surrounding suites as existing insulated and conditioned spaces. Provided new note identifying existing faced batt insulation stick pinned to conc. wall (slab to roof), and identified extents with dashed line on the Construction Plan, Sheet A-101. Provided new note identifying existing foil faced batt insulation between roof structure purlins throughout on the Reflected Ceiling Plan, Sheet A-102. In both cases our investigation has led us to assume the existing insulation to be R-11, but the value cannot be verified by record drawings or field investigation. This project does not propose any work to the existing building shell, and therefore we are not proposing any new insulation per WESC C503.1. 4. Notes added to all metal stud framing details (Sheet A-801) that they be per ICC Research Report ESR -3064P. Sheet Number(s): A-005, A-101, A-102, A-801 "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center by: d Entered in TRAKiT on t\CI4 evisio W:\Permit Center\Applications-Uandouts\Templales\forms\Woid Documents\Revision Submittal Form_duc Revised: August 2015 Aptr J SABEY CONSTRUCTION INC Home Espanol Contact Safety & Health Washington State Department of Labor & Industries Claims & Insurance Search L&I A -Z. Index help Workplace Rights SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVID ARTHUR, PRESIDENT SEWELL, PATRICIA ANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01/19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC WA UBI No. 601 532 164 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County Business type Corporation Governing persons DAVID A SABEY JOHN D SABEY; PATRICIA SEWELL; SABEY CORPORATION; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..._........................................................._......... Meets current requirements. License specialties GENERAL License no. 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 $12,000.00 Effective date 12/31/2004 Expiration date Until Canceled $1,000,000.00 Effective date Page 1 of 2 MyL I Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 1/31/2017 SABEY CONSTRUCTION INC 11/03/2016 Insurance history Savings ...................... (in lieu of bond) Received by L&I Release date N/A Savings account ID 11/01/2016 Expiration date 04/30/2018 $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&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 331,221-02 Account is current. Doing business as SABEY CONSTRUCTION Estimated workers reported Pending current quarter filing L&I account representative TO / JAMES VEST (360)902-4715 - Email: VESJ235@Ini.wa.gov 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 Inspection results date 01/18/2012 Inspection no. 315201244 Location 2200 M street NE Quincy, WA 98848 No violations No violations Page 2 of 2 (r.,1 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= 1/31/2017 TELCO (MIB) EXISTING FACED BATT INSULATION, STICK PINNED TO CONC. WALL, SLAB TO ROOF. INSULATION ASSUMED TO BE R-11, CANNOT BE VERIFIED. NO WORK AT BUILDING SHELL. NO NEW INSULATION PROPOSED PER WSEC, C503.1 EX. BREAK RM. FLOOR PLAN NOTES: REVISIONS No changes shall b de to the scope of work withot prior approval of ITu!c s ila Bidding Division. I 'r:" r ,.tii . na wiii require a new plan submittal and may include additional plan review fees. 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 SHELUCORE 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 [ A 8. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 6" FROM ADJACENT WALL OR MATCH EXISTING 3UITE STANDARD. 9. FOR TYPICAL DEVICE MOJNTING HEIGHTS, SEE Al / A-601 2 a FLOOR PLAN KEYNOTES: O PROVIDE NEW MOP SINK AND FLOOR DRAIN IN LOCATION OF EXISTING PLUMBING - UNDER SEPARATE PERMIT • IN ADDITION TO CAF:D READER, PROVIDE ROUGH IN FOR ALARM / MONITORED DOOR • IN ADDITION TO CARD READER, PROVIDE ROUGH IN FOR OVERHEAD DOOR ACCESS CONTROL 0 OMITTED • PROVIDE TEMPORARY DUST CONTROL DURING CONSTRUCTION - MTL STUDS AND FLAME RETARDANT VISQUEEN 5'-21/2" 17'-105/8" POWER AND. DATA LEGEND: EX. WOMEN'S SUITE 120' EXISTING INSULATEDYx CONDITIONED SPACE EX. WAREHOUSE NO WORK EX. MEN'S EXISTING INSULATED / CONDITIONED SPACE U DUPLEX ELECTRICAL OUTLET FOURPLEX EU: I R CAL OUTLET V VOICE/DATA PCRT LOCATION ROUGH IN ONLY, (2) VOICE, (2) DATA IN SINGLE GANG BOX CR .CARD READER LOCATION ROUGH IN ONLr, SEE DOOR SCHEDULE FOR ADDITIONAL NOTES 9 * POWER AND DATA UNDER SEPARATE PERMIT SEPARATE PERMIT REQUIRED FOR: tN4lochanicai Electrical Plumbing Gas Piping Lily of Tukwila BUILDING DIVISION ENTRY VEST. EXISTING EXTERIOR DOOR - NO WORK CONSTRUCTION LEGEND: EX. VESTIBULE EXISTING TO REMAIN (SHOWN SHADED) EXISTING TO BE DEMOLISHED (SHOWN DASHED- NONE IN SCOPE) NEW CONSTRUCTION AREA NOT IN SCOPE ?• n S tITF 7;nr NSULATED /y \CONDITIOIED, \/ XSPACE PLANNING APPROVED No changes can be made: to these plans without approval from the Planning Division of DCD Approved By: L_ h Pte: RECEIVED CITY OF TUKWILA FEB 0.7 2017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED FEB 132011 Y-cV v City of Tukwila BUILDING DIVISION CONSTRUCTION PLAN 1/8" =1'-0" bl6rio 0343 Stda EY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 ` I , KARA STATE REGISTERED jli, 0; T M. ANDERSON '';F VIASI INGT":I\ ROSS SPACE LANDLORD IMPROVEMENTS INTERGATE.EAST, BLDG 2 • 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 See OP\q4)4 (J • `v s \, 404(0001e. 1 Afer-N4 -Q S mow°' 1 2 02/03/17 1 01/19/17 12/16/16 12/09/16 • REVISION 1 AFTER PERMIT ISSUED .CORRECTION LETTER PERMIT REVIEW MARK 1 DATE 1 DESCRIPTION PROGRESS DATE: 02/03/17 DRAWN BY: BH CHECKED BY: APPROVED BY: KA PROJECT NO: D16-0343 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. CONSTRUCTION PLAN A-1 01 Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com EX. BREAK RM. EXISTING GYP. HARD -LID CEILING NO WORK 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. UON, ALL CEILINGS TO BE:. ( ACP 9'-0" AFF 3. FOR TYPICAL ACP SUSPENDED CEILING DETAILS, SEE Al / A-801 4. FOR TYPICAL GYPSUM BOARD CEILING DETAILS, SEE C9 / A-801 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. slsa REGISTERED mc 14 en MA/ KARA M. ANDERSON STATE 'r:F V/ASI INGTCN EX. WOMEN'S EX. WAREHOUSE EXISTING GYP. HARD -LID CEILING NO WORK REMOVE EXISTING HIGH BAY LIGHTING WHERE NEW DROPPED CEILINGS OCCUR MODIFY EXISTING AND PROVIDE NEW LIGHT SWITCHING AS NEEDED - UNDER SEPARATE. PERMIT MODIFY HVAC AND FIRE/EMERGENCY SYSTEMS AS NECESSARRY- UNDER SEPERATE PERMIT EXISTING INSULATED / CONDITIONED SPACE OPEN TO STRUCTURE 11 11 EXISTING FOIL FACED BATT INSULATION BETWEEN PURLINS THROUGHOUT. INSULATION ASSUMED TO BE R-11, CANNOT BE VERIFIED. NO WORK AT BUILDING CEILING / ROOF. NO NEW INSULATION PROPOSED PER WSEC, C503.1 RCP LEGND: 9'-0"AFF EXISTING GYP. HARD -LID CEILING NO WORK EX. MEN'S 2 X 4 RECESSED DIRECT/ INDIRECT FLUORESCENT 1 X 4 SURFACE MOUNT LINEAR FLUORESCENT SWITCH (NOT SHOWN - FIELD VERIFY) INTERGATE.EAST, BLDG 2 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 ENTRY VEST. 9'-0"AFF EX. VESTIBULE 1 ISTING V`(/y� 02/03/17 01/19/17 12/16/16 12/09/16 MARK I DATE REVISION 1 AFTER PERMIT ISSUED CORRECTION LETTER 1 PERMIT REVIEW DESCRIPTION PROGRESS DATE: 02/03/17 DRAWN BY: BH CHECKED BY: - APPROVED BY: KA PROJECT NO: D16-0343 City of Tukwila BUILDING DIVISION 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. REFLECTED CEILING PLAN REFLECTED CEILING PLAN A-102 A 7 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX �sw . XX XX ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET. AC ASPHALTIC CONCRETE ID INSIDE DIAMETER ACC ACCESSIBLE INCL INCLUDE, INCLUDING ACP ACOUSTICAL CEILING PANEL INFO INFORMATION12201 ACST ACOUSTICAL INSUL . INSULATE, INSULATION AD AREA DRAIN INT INTERIOR ADDM ADDENDUM IWD INDIRECT WASTE DRAIN ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR JAN JANITOR AHU AIR HANDLING UNIT JT JOINT ALT ALTERNATE ALUM ALUMINUM KIT KITCHEN ANDD ANODIZED APPROX APPROXIMATE L LONG APT APARTMENT : LAM LAMINATE LAMINATED ARCH ARCHITECT, ARCHITECTURAL LAU LAUNDRY AUTO AUTOMATIC LAV LAVATORY AV AUDIO VISUAL LT LIGHT AWP ACOUSTICAL WALL PANELS) LTG LIGHTING BB BULLETIN BOARD MAS MASONRY BD" BOARD MATL MATERIAL: BLDG BUILDING MAX MAXIMUM BLKG BLOCKING MECH MECHANICAL BO BOTTOM OF MED MEDIUM BOT BOTTOM MEMB MEMBRANE BRG BEARING MEZZ MEZZANINE BRZ BRONZE MGT MANAGEMENT BSMT BASEMENT MFL MAXIMUM FORESEEABLE LOSS BUR BUILT UP ROOFING MFR MANUFACTURE, MANUFACTURE MH MANHOLE CAB CABINET MIN MINIMUM, MINUTE CB CATCH BASIN ' MISC MISCELLANEOUS CEM CEMENT, CEMENTITIOUS MO MASONRY OPENING CER CERAMIC- MS MOP SINK CORNER GUARD MTD MOUNTED COAT HOOK MTL METAL CI CAST IRON MVBL MOVABLE CJ CONTROL JOINT CIP CAST -IN-PLACE N NORTH CL CENTERLINE NIC NOT IN CONTRACT CLG CEILING : NO NUMBER CLO .' CLOSET NOM NOMINAL CLR CLEAR . NTS NOT TO SCALE CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING OC ON CENTER COL COLUMN OH OVERHEAD OD OUTSIDE DIAMETER COMM COMMUNICATION .i CONC CONCRETE OPNG OPENING CONN CONNECTION, CONNECT OPP OPPOSITE ORD OVERFLOW ROOF DRAIN CONSTR CJNSTRUCTION OTS OPEN TO STRUCTURE ABOVE CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT Cc RPET CTR CPBD PARTICLEBOARD CTR CENTERW ORK ASEPRCST PRECAST CU CUBIC PD PLANTER DRAIN PERP PERPENDICULAR . D "FP DEPTH PLAM PLASTIC LAMINATE DBL DOUBLE PLAS PLASTER � PLYWD PLYWOOD DEMO DEMOLISH, DEMOLITION DET DETAIL PNL PANEL DF DRINKING FOUNTAIN PL PROPERTY LINEPR PAIR DIA DIAMETER DIAG r'J•CONAL, DIAGRAM PRKG PARKING DIM DIMENSION PROP PROPERTY P TED DIV DIVIDE DMSION T PAINT, POINT, PRESSURE TREATED , PTN PARTITION .. DMPF AMPPROOF, DAMPPROOFING DN ^�?WN DR DOOR, DRESSING ROOM R RADIUS RISER DS Di)WNSPOUT-RCP REFLECTED CEILING PLAN ne�i HWASHER RD ROOF DRAIN, ROAD REF REFER TO, REFERENCE DWG REFREFRIGERAR DWR D i/ ER TO REINF REINFORCED, REINFORCING ^ _ RED REQUIRED E EAST Q Q EIFS EXTERIOR ERIOR INSULATION AND REV REVISED, REVISION FINISH SYSTEM RFG ROOFING EJ EXPANSION JOINT RM ROOM EL ELEVATION RO ROUGH OPENING ELEC ELECTRIC, ELECTRICAL . RT RIGHT ELEV ELEVATOR 1CLOSE,ENCLOSURE S SOUTH, SPANDREL ENOL 2.SCWD SOLID CORE WOOD EP ELECTRIC PANEL SCHED-SCHEDULE EQ EQUAL,�i EQUIP EQUIPMENT SD : STORM DRAIN ESCAL ESCALATOR SECT SECTION EXH EXHAUST SG SAFETY GLASS EXP EXPANSION, EXPOSED SGL SINGLE SHT' SHEET EXIST EXISTING SHTHG ' SHEATHING SIM SIMILAR FA FiREALARM SPEC SPECIFICATION : FCIO FURNISHED BY CONTRACTORISPKLR SPRINKLER INSTALLED BY OWNER SPKR SPEAKER..... FD FLOOR DRAIN SQUARE FDC FIRE DEPARTMENT SS SERVICE SINK CONNECTION SST STAINLESS STEEL FDTN FOUNDATION STC SOUND TRANSMISSION CLASS FE FIRE EXTINGUISHER STD STANDARD FEC' FIDE EXTINGUISHER STL STEEL STOR STORAGE CABINET STRUCT STRUCTURAL FH FIRE HYDRANT FHC FIRE HOSE CABINET SUSP SUSPENDED FIG FIGURE T TREAD; TEMPERED FIN FINISH, FINISHED T&G TONGUE AND GROOVE FLEX FLEXIBLE TEL TELEPHONE FLR FLOOR, FLOORING TEMP TEMPERATURE, TEMPORARY FLUOR FLUORESCENT TER TERRAllO THK THICKTHICKNESS FO FACE OF, FINISHED OPENING , FOIC FURNISHED BY OWNER/ . INSTALLED BY CONTRACTOR TO TOP OF FP FIRE PROTECTION; FIREPROOF TSTAT THERMOSTAT FR FRAME, FIRE RATED TV TELEVISION FRMG FRAMING TYP TYPICAL FRT FIRE RETARDANT TREATED FT FOOT, FEET U/C UNDER COUNTER UGND UNDERGROUND FTG FOOTING .... �.......�, FUT FIJI -LIRE UNFIN UNFINISHED FVC FIRE HOSE VALVE CABINET UON UNLESS OTHERWISE NOTED FWC FABRIC WALL COVERING FWP FABRIC WRAPPED PANEL(S) VERT VERTICAL VEST VESTIBULE GA GAGE VENEER GALV GALVANIZED VR VAPOR RETARDER GEN : GENERAL, GENERATOR VWC VINYL WALLCOVERING GFRC CLASS -FIBER REINFORCED CONCRETE : W WEST, WIDE GFRG GLASS -FIBER REINFORCED GYPSUM W/ WITH Y . - W/O WITHOUTRECEIVED INF GFRP GLASS -FIBER WC WATER CLOSET, WALLCOVERING REINFORCED PLASTIC WD WOOD GL GLASS WH WALL HYDRANT GYP GYPSUM WP WEATHERPROOF, WATERPROOF, GYP BD GYPSUM BOARD WATERPROOFING, WORK POINT WR WATER RESISTANT H HIGH WT WEIGHT HB HOSE BIBB WWF WELDED WIRE FABRIC HCWD HOLLOW CORE WOOD HD HAND DRYER XFMR TRANSFORMER HDBD HARDBOARD HDW HARDWARE HDWD . HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATING,REQUIREMENTS, AND AIR CONDITIONING ARCHITECT !DESIGNER: PLUMBING ENGINEER: A-001 COVER SHEET AND PROJECT INFORMATION A-002 NOTES AND SPECIFICATIONS A-003 SITE PLAN A-005 LIFE SAFETY PLAN A-101 CONSTRUCTION PLAN A-102 REFLECTED CEILING PLAN A-601 DOOR, FINISH, DEVICE MOUNTING SCHEDULES AND DETAILS A-801 PARTITION TYPES AND CEILING DETAILS SABEY ARCHITECTURE TBD - Bidder Design Build by G.C. TUKWILA INTL BLVD, FOURTH FLOOR SEATTLE, WA 98168 TEL (206) 281-8700 FAX (206) 282-9951 MECHANICAL ENGINEER: A.XXX A.XXX BUILDING SECTION INDICATOR A.XXX WALL SECTION INDICATOR ATTN: BRANDON HARRIS TBD - Bidder Design Build by G.C. EMAIL brandonh@sabey.com BUILDING OWNER: ® A -XXX \e — — • I 1 ENLARGED DETAIL INDICATOR • — _ — i1 A- SECTION DETAIL INDICATOR ELECTRICAL ENGINEER: INTERNATIONAL GATEWAY EAST LLC TBD - Bidder Design Build by G.C. 12201 TUKWILA INTL BLVD, FOURTH FLOOR SEATTLE, WA 98168 CONTACT BRANDON HARRIS FIRE / LIFE SAFETY ENGINEER: © � TBD - Bidder Design Build by G.C. GENERAL CONTRACTOR: A -XXX A -XXX moo( SABEY CONSTRUCTION 12201 TUKWILA INTL BLVD, FOURTH FLOOR SEATTLE, WA 98168 TEL (206) 281-8700 PLUMBING, MECHANICAL ELECTRICAL, FAX (206) 282-0920 LIFE SAFETY PERMITS UNDER SEPERATE CONTACT PAUL SWANSON SUBMITTALS. • EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR IV MATCH LINE © SEE XX/A-XXX MATCH LINE INDICATOR DRAWING REVISION INDICATOR0 BUILDING ADDRESS VICINITY 1 1 MAP ® ®CH EXISTING COLUMN GRIDLINE INDICATOR GI NEW COLUMN GRIDLINE INDICATOR ®CG ) INTERGATE.EAST, BUILDING 2 3311 S. 120TH PLACE SUITE 160 TUKWILA, WA 98168 §, EL XXX.XX EL. XXX -XX" DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR . < •,5. �, u, a � DU WAMISH RIVER SCOPE OF WORK ��1 /1. , ,., HWY 599 ;Pt <E XXXXX > EQUIPMENT INDICATOR ROOM NAME �X XXXXX FIXTURE INDICATOR XXXX )0000(<F X > FURNITURE INDICATOR INTERIOR LANDLORD IMPROVEMENT OF EXISTING SUITE 160a IN BUILDING 2, INTERGATE.EAST CAMPUS. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. MECHANICAL, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. <G XXXXX GRAPHIC/SIGNAGE INDICATOR ROOM INDICATOR MISCELLANEOUS INDICATORS C. CF . XXXXXX FP ®® ® S. 120TH PL: >v .... . PROJECT SITE DOOR OPENING INDICATOR (DOOR) FINISH INDICATOR XX' -XX" AFF t , I t � � �`) S. 124TH ST. WINDOW INDICATOR CEILING HEIGHT INDICATOR MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) .,. � L:. 1 l t t t 2 ',, zr �! . i � o I-- h ril -7 v �, v z N DE AND BUILDINGINFORMATION ®® XX' AFF -XX" WALL TYPE INDICATOR CEILING HEIGHT HEIGHT/MATERIALIFINISH INDICATOR PROJECT NAME: ROSS SPACE LANDLORD IMPROVEMENTFE ' . SITE ZONING: MIC/H KING COUNTY ASSESSOR'S PARCEL NUMBERS: 102304-9078 APPLICABLE CODES: TO WALL-, ,� III _ �QMOUNTED X.X > O WITH BRACKET FEC IN WALL -MOUNTED tJ KEYNOTE CABINET FIRE EXTINGUISHERS (PROPERTY)LEGAL /DESCRIPTION _ 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 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11C) FIRE CODE 2015 INTERNATIONAL FIRE CODE (WAC 51-54A) FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE ACCESSIBILITY CODES: WASHINGTON STATE ACCESSIBILITY CODE (WAC 51.50)• USE GROUP AND OCCUPANCY. (NON -RATED PARTITION)SQ EXISTING TO REMAIN LOT 2, BOUNDARY LINE ADJUSTMENT NO. L2000-072, RECORDED UNDER RECORDING N0.20001213900008, RECORDS OF KINGCOUNTY, WASHINGTON. FELE COPY Permit No. 11,(, 'jai* SHADED) — - — - — - — (1 -HOUR RATED PARTITION) (" (SHOWN - - -- - - — (2 -HOUR RATED PARTITION) =I I' - -- (3-HOUR. RATED PARTITION) EXISTING TO BE DEMOLISHED (� ( SHOWN DASHED)- - - - 4 -HOUR RATED PARTITION) ( !! !! !! II I�I�II.1 SMOKE BARRIER Plan review L I pTO't subject to errori5 is sub S and s s l r!�? :�. r®gal` pp of Corin i ,ii)f Citi cont , does nni : `t_ 1ivi..�:3 the violation of any 'ado adopted code o p ordinance. dirlance. Rc:ax "s of approved r: -'•$• - i k pp e� . teldO =. Copy and COi Olt!Q1lS i� aC;i�,I10 ?rI = By: J. A q �� NEW TYPE OF WORK 5 PARTITIONS s SMOKE PARTITION b s RCP SYMBOLS NO CHANGE TO OCCUPANCY GROUP MAIN OCCUPANCY: F-1 (INDUSTRIAL) B (ACCESSORY OFFICE) EXISTING TYPE OF CONSTRUCTION: `__ L Date: -->1 - 17 n CEILING -MOUNTED 2'X2' FLUORESCENT LIGHT 7 F HVAC DIFFUSERS (SIZE AND TYPE PER _ ` V -N SPRINKLERED(CONSTRUCTED IN 1985 PER UBC ) NUMBER OF STORIES:IA Civ 61i I U 1WI �. i GENERAL NOTES 3UiLDIN� DIVISIONVNR MECHANICAL DRAWINGS) CEILING MOUNTED 2'X4' FLUORESCENT LIGHT STORIES ABOVE GRADE PLANE: 1 STORIES BELOW GRADE PLANE: 0 SEISMIC DESIGN CATEGORY: CEILING I ' -MOUNTED 1'X4' FLUORESCENT LIGHT (HIDDEN) CEILING -MOUNTED HVAC RETURNS/EXHAUSTS E 1. DO NOT SCALE THE DRAWINGS. 2• VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK." CITY OF T U K W I I 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE .IAN 2.3 '2017 ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. PERMIT CEN TE I 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 CORRECTION LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. `ALL LT 4 D PROPOSED AREA OF REMODEL I I STRIP FLUORESCENT LIGHT (EXPOSED) CEILING -MOUNTED (SIZE AND TYPE PER E MECHANICAL DRAWINGS) 1,758 SF OF PROJECT AREA (10,267 SF SUITE TOTAL) CORE AND SHELL FIRE RATINGS: H — STRIP FLUORESCENT LIGHT . -MOUNTED CEILING -MOUNTED HVAC ITEMS WALL AS EXISTING - NO CHANGE INTERIOR FINISHES: ! STRIP FLUORESCENT LIGHT 0 DOWNLIGHT p ACCENT DOWNLIGHT CEILING MOUNTED ACCESS PANEL PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASSB IS USED MEANS OF EGRESS: SEE A-005 - LIFE SAFETY PLAN PARKING: 0> WALL -WASHER DOWNLIGHT SCONCE -TYPE 6 (WALL -MOUNTED) LIGHT 0 CEILING -MOUNTED EXIT LIGHT CEILING -MOUNTED FIRE SPRINKLER 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. 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 SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE DESIGN CRITERIA INDICATED. YAC' - <E {t n7 t �d S ev* t WALL -MOUNTED EXIT LIGHT STANDARD LIGHT FIXTURES S CEILING -MOUNTED SPEAKER A SAB EY Architecture 12201 Tukwila Int' Blvd - 4th. Floor Seattle, WA 98168 206.281.8700 sabey.com REGISTERED Al I KARA M. NI 'SON STATE -GE- V/ASI ROSS SPACE LANDLORD IMPROVEMENTS INTERGATE.EAST, BLDG 2 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 REVISION No chanaes shall be ma f'• of work without prior Tukwila Building 1`• NOTE: Flevis or s will require a and may include additional p' 01/19/17 CORRECTION LETTER 1 12/16/16 PERMIT 12/09/16 REVIEW MARK DATE i DESCRIPTION PROGRESS DATE: 01/19/17 DRAWN BY: BH CHECKED BY: - APPROVED BY: KA PROJECT NO: • D16-0343 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 SH PROJECT 1 10 PROJECT NOTES DIVISION`I - GENERAL CONDITIONS 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4: WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE , BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6: CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS 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 "M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC 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 ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE- RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES, 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: 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 ARE A 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 UL 2079, INCLUDING 1 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 (612-398-78x0).. B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSCMBLI::S FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 1 3. SCREWS: SELF -TAPPING; LOW PROFILE. HEAD. g' 4. OTHER FRAMING MATERIALS:. FURNISH IN ACCORDANCE WITH ASTM C754. D. PARTITION FRAMING: 1. RUNNERS: A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CON' "ETE 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. C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS: D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD 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 INCHES 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 AT 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 ENSURE SUPPORT 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 AT A 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: PROVIDE 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 MATERIALS 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. H. REFERENCES 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). 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 'OFSTEEL 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 SYSTEMS. 09500 - CEILING SUSPENSION SYSTEMS. 15800 - HEATING VENTILATING AND AIR CONDITIONING 01010 SUMMARY OF WORK 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 1: GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR LANDLORD IMPROVEMENTS TO AN EXISTING INDUSTRIAL SUITE 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES; AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS: EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND, HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK: SUBMIT TO ARCHITECT THREE (3) COPIES FOR APPROVAL. 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT.. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N:I:C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OFA KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 10. ANY MATERIAL USED 1N CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD. SPECIFICATIONS. DIVISION 11- SITE WORK 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 CODE 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; REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 6. 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. 09530 - ACOUSTICAL TREATMENT 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANTS REQUIREMENTS: 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FORA COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTERLINE, 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. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT' FIXTURES SHALL BE GRAY (UNLESS. BUILDING STANDARD DICTATES OTHERWISE). ALL 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 TENANTS 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 TENANTS 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 DATA WIRING LOCATIONS, J -BOX LOCATIONS CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CUI'•.RNT FLAME SPREAD REGULATIONS: LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED, 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE. INDICATED ON SEPAt`TE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES: 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED. IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS i CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE: OUTLETS ; ;SOWN 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 POWLR AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION.: 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER &DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA & 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. 16500 - LIGHTING 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT 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 CF 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 UNDERLAY 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 SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 02050 - DEMOLITION 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT SPAC.LS BELO`Ju'. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN SHALL BE REMOVED, RELOCATED; OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH".. 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK: DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 1: PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT 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 (2) FINISH COATS OF EENJAMIN MOORE EGGSHELL FINISH 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. ' B) SEALED WOODWORK TO 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) 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 AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DIVISION XV - MECHANICAL 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED: DIVISION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS: 2: DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR)AND FRAME UNLESS OTHERWISE NOTED. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED; BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS.: 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE: 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5: ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ` ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 08810 - GLASS 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 PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: FtEC.,EIV A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. CITY OF TU C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS JAN 2 8.CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. PERMIT C bi :I, 0.1q3 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, FRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS 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 PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES. FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. ''WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. SABEY Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED t�RCM��Z >�IwI�1�N1IUwr v KARA M. ANDERSON STATE GF 1'/ASI INGTG\ ROSS SPACE LANDLORD IMPROVEMENTS INTERGATE.EAST, BLDG 2 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 01/19/17 CORRECTION LETTER 1 12/16/16 PERMIT 12/09/16 REVIEW MARK I DATE I DESCRIPTION PROGRESS DATE: 01/19/17 DRAWN BY: BH CHECKED BY: - APPROVED BY:. KA PROJECT NO: D16-0343 ED All drawings and written material appearing herein constitute KV1/ILAhe 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. 2017 NTEF3 NOTES AND SPECIFICATIONS REVIEWED FOR CODE COMPLIANCE APPROVED JAN 272017 A-Ofl2, ity. of Tukwila BUILniKin nivISlnN 8 Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com AREA OF WORK REGISTERED jCH T KARA M. ANDERSON STATE F V/ASI INGTr I\ SUITE 120 SUITE 160 SUITE 100 SUITE 110 INTERGATE.EAST, BLDG 2 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 EXISTING 2 -HR SEPARATION WALL EXISTING 2 -HR SEPARATION WALL SUITE 150 ILA ER 01/19/17 CORRECTION LETTER 1 12/16/16 PERMIT 12/09/16 REVIEW MARK I DATE I DESCRIPTION PROGRESS DATE: 01/19/17 DRAWN BY: BH CHECKED BY: APPROVED BY: KA PROJECT NO: D16-0343 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. INTERGATE.EAST, BUILDING 2 SITE PLAN SITE PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 7 2017 A-00 City of Tukwila UILDING DIVISION SF EY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com LIFE SAFETY LEGEND INDICATES PATH OF TRAVEL TRAVEL DISTANCE START POINT COMMON PATH OF TRAVEL INTERSECTION EXIT AND LOAD OCCUPANCY SUITE 160 OFFICE B FLOOR AREA (SF) OCCUPANT LOAD LOAD FACTOR PER IBC 1004.1.2 LIGHTED EXIT SIGN LIGHTED EXIT SIGN WITH DIRECTIONAL ARROW FIELD VERIFY EMERGENCY LLUMINATION AND EXIT S"GN FINAL LOCATIONS SUITE 160 WAREHOUSE F-1 OCCUPANCY CALCULATIONS 6194 REGISTERED F-1 - FACTORY INDUSTRIAL 8,509 SF / 100 SF PER•Or' 'PAN i = 86 OCCUPANTS CH KARA- M. AND RSON STATE ";F WASI INGT';t \166\ 6.\\AN.N. 3 -OFFICE(.\ ' so+:,.tOCCUPANCY) 1,758 SF / 100 SF PER OCCUPANT = 18 OCCUPANTS AREA NOT IN SCOPE SUITE 12e EX. WAREHOUSE TOTAL TENANT IMPROVEME T SQUARE FOOTAGE TOTAL OCCUPANCY NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED OCCUPANT LOAD PER EXIT REQUIRED EXIT WIDTH EXIT DOOR WIDTH PROVIDE^ 10,25{' CF•' 104 OCCUPANTS 2 2 52 104x.15- ;G" 3'-0" (32" CLEAR) ROSS SPACE LANDLORD IMPROVEMENTS EXISTING 2 -HR SEPARATION WALL CODE ANALYSIS INTERGATE.EAST, BLDG 2 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 TOTAL EXIT ACCESS TRAVEL DISTANCE: 137-0" TYPE OF CONSTRUCTION: CONSTRUCTED IN 1985 AS VN-SPRINKLERED PER 1;3C OCCUPANCY CLASSIFICATION: F-1 OCCUPANCY (INDUSTRIAL) EXITING REQUIREMENTS: OCCUPANT LOAD FACTOR (2012 IBC TABLE 1004.1.2) INDUSTRIAL AREAS: 100 GROSS BUSINESS AREAS: 100 GROSS EGRESS WIDTH PER OCCUPANT: USE (SPRINKLERED) STAIRWAYS (INCH/OCCUPANT) OTHER EGRESS COMPONENTS (INCH/OCCUPANT) F-1 OCCUPANCY 0.2 0.15 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) EXIT OR EXIT ACCESS DOORWAY ARRANGEMENTS (IBC 1007.1.1, EXCEPTION 2) MORE THAN 1/3 THE LENGTH OF THE MAXIMUM OVERALL DISTANCE IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED SPRINKLER SYSTEM 1 SUITE 150 LOADING ONLY - NOT CALCULATED AS - AN EXIT PER BUILDING PERMIT NO. D2000-357 V \i -V v. V 1, `V v 1 1 ' �/ V ;4! 01/19/17 CORRECTION LETTER 1 12/16/16 PERMIT 12/09/16 REVIEW MARK I DATE I DESCRIPTION PROGRESS DATE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO: 01/19/17 BH KA D16-0343 RECEIVED CITY OF TUKWIL JAN 2 3 2017 PERMIT CENTER 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. SUITE 160 LIFE SAFETY PLAN LIFE SAFE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2'7 2017 A-0 5City of Tukwila ILDINO DIVISION \ \ \ [ OCCUPANCY CALCULATIONS 6194 REGISTERED F-1 - FACTORY INDUSTRIAL 8,509 SF / 100 SF PER•Or' 'PAN i = 86 OCCUPANTS CH KARA- M. AND RSON STATE ";F WASI INGT';t \166\ 6.\\AN.N. 3 -OFFICE(.\ ' so+:,.tOCCUPANCY) 1,758 SF / 100 SF PER OCCUPANT = 18 OCCUPANTS AREA NOT IN SCOPE SUITE 12e EX. WAREHOUSE TOTAL TENANT IMPROVEME T SQUARE FOOTAGE TOTAL OCCUPANCY NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED OCCUPANT LOAD PER EXIT REQUIRED EXIT WIDTH EXIT DOOR WIDTH PROVIDE^ 10,25{' CF•' 104 OCCUPANTS 2 2 52 104x.15- ;G" 3'-0" (32" CLEAR) ROSS SPACE LANDLORD IMPROVEMENTS EXISTING 2 -HR SEPARATION WALL CODE ANALYSIS INTERGATE.EAST, BLDG 2 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 TOTAL EXIT ACCESS TRAVEL DISTANCE: 137-0" TYPE OF CONSTRUCTION: CONSTRUCTED IN 1985 AS VN-SPRINKLERED PER 1;3C OCCUPANCY CLASSIFICATION: F-1 OCCUPANCY (INDUSTRIAL) EXITING REQUIREMENTS: OCCUPANT LOAD FACTOR (2012 IBC TABLE 1004.1.2) INDUSTRIAL AREAS: 100 GROSS BUSINESS AREAS: 100 GROSS EGRESS WIDTH PER OCCUPANT: USE (SPRINKLERED) STAIRWAYS (INCH/OCCUPANT) OTHER EGRESS COMPONENTS (INCH/OCCUPANT) F-1 OCCUPANCY 0.2 0.15 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) EXIT OR EXIT ACCESS DOORWAY ARRANGEMENTS (IBC 1007.1.1, EXCEPTION 2) MORE THAN 1/3 THE LENGTH OF THE MAXIMUM OVERALL DISTANCE IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED SPRINKLER SYSTEM 1 SUITE 150 LOADING ONLY - NOT CALCULATED AS - AN EXIT PER BUILDING PERMIT NO. D2000-357 V \i -V v. V 1, `V v 1 1 ' �/ V ;4! 01/19/17 CORRECTION LETTER 1 12/16/16 PERMIT 12/09/16 REVIEW MARK I DATE I DESCRIPTION PROGRESS DATE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO: 01/19/17 BH KA D16-0343 RECEIVED CITY OF TUKWIL JAN 2 3 2017 PERMIT CENTER 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. SUITE 160 LIFE SAFETY PLAN LIFE SAFE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2'7 2017 A-0 5City of Tukwila ILDINO DIVISION SPS Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168. 206.281.8700 sabey.com EXISTING FACED BATT INSULATION, STICK PINNED TO CONC. WALL, SLAB TO ROOF. INSULATION ASSUMED TO BE R-11, CANNOT BE VERIFIED. NO WORK AT BUILDING SHELL. NO NEW INSULATION PROPOSED PER WSEC, C503.1 5'-21/2" 17'-105/8" EX. BREAK RM. OPEN OFFICE 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 SHELLICORE 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 B 1 a 8. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 6" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 9. FOR TYPICAL DEVICE MOUNTING HEIGHTS, SEE Al / A-601 FLOOR PLAN KEYNOTES: O PROVIDE NEW MOP SINK AND FLOOR DRAIN IN LOCATION OF EXISTING PLUMBING - UNDER SEPARATE PERMIT • IN ADDITION TO CARD READER, PROVIDE ROUGH IN FUR ALARM / MONITORED DOOR • IN ADDITION TO CARD READER, PROVIDE ROUGH IN FoR OVERHEAD DOOR ACCESS CONTROL 4O FURNITURE BY TENANT - SHOWN FOR REFERENCE • PROVIDE TEMPORARY DUST CONTROL DUP CuNSWIICTION - MIL STUDS AND FLAME RETARDANT VISQUEEN 6194 REGISTERED C i -E T A M. 'SON STATE F V/ASI INGTG POWER AND DATA LEGEND: EX. WOMEN'S SUITE 120'" EXISTING INSULATED CONDITIONED SPACE EX. WAREHOUSE O.-- NO WORK EXISTING INSULATED/ CONDITIONED SPACE DUPLEX ELECTRICAL OUTLET FOURPLEX ELECTRICAL OUTLET VOICE/DATA PORT LOCATION ROUGH IN ONLY, 12) VOICE, (2) DATA IN SINGLE GANG BOX CARD READER LOCATION ROUGH IN ONLY, SEE DOOR SCHEDULE FOR Atli- .TONAL NOTES ROSS SPACE LANDLORD IMPROVEMENTS * POWER AND DATA UNDER SEPARATE PERMIT INTERGATE.EAST, BLDG 2 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 ENTRY VEST. EXISTING EXTERIOR DOOR -NO WORK CONSTRUCTION LEGEND: EX. VESTIBULE EXISTING TO REMAIN (SHOWN SHADED) EXISTING OVERHEAD DOOR - NO WORK PEXISTING TO BE DEMOLISHED L, / (SHOWN DASHED - NONE IN SCOPE) NEW CONSTRUCTION AREA NOT IN SCOPE EXIS;TI0 ,JNSULATED'1y CONDITIOAED. KSPACE.� 01/19/17 CORRECTION LETTER 1 12/16/16 PERMIT 12/09/16 REVIEW MARK DATE DESCRIPTION PROGRESS DATE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO: 01/19/17 BH KA D16-0343 CONSTRUCTION PLAN RECEIVED CITY OF TUKWILJ JAN232017 PERMIT CENTER 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. CONSTRUCTION PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JAN 27 2017 A-1 8 10 Som Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com TELCO 9' 0"AFF EX. BREAK RM. OPEN OFFICE EXISTING GYP. HARD -LID CEILING NO WORK 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. UON, ALL CEILINGS TO BE ( ACP . 9'41" AFF 3. FOR TYPICAL ACP SUSPENDED CEILING DETAILS, SEE Al / A-801 4. FOR TYPICAL GYPSUM BOARD CEILING DETAILS, SEE C9 / A-801 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 COVER?LATL: 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. 6194. 14. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES. KARA M. ' -AN ERSON STATE ";F. V/ASI.INGT' N ACP 1 9'-0"f,FF EX. WOMEN'S SUITE 120' EXISTING, CONDITIONED, SPACE K EX. WAREHOUSE EXISTING INSULATED / CONDITIONED SPACE OPEN TO STRUCTURE 11 11 EXISTING FOIL FACED BATT INSULATION BETWEEN PURLINS THROUGHOUT. INSULATION ASSUMED TO BE R-11, CANNOT BE VERIFIED. NO WORK AT BUILDING CEILING / ROOF. NO NEW INSULATION PROPOSED PER WSEC, C503.1 EXISTING GYP. HARD -LID CEILING NO WORK RCP KEY NOTES: OREMOVE EXISTING HIGH BAY LIGHTING WHERE NEW DROPPED CEILINGS OCCUR MODIFY EXISTING AND PROVIDE NEW LIGHT SWITCHING AS NEEDED - NDER SEPARATE PERMIT O. MODIFY HVAC AND FIRE/EMERGENCY SYSTEMS AS NECESSARRY- UNDER.SrIPERATE PERMIT. RCP LEGND: ROSS SPACE LANDLORD IMPROVEMENTS EX. MEN'S ---- EXISTING GYP. HARD -LID CEILING NO WORK 2 X 4 RECESSED DIRECT/ INDIRECT FLUORESCENT 1X 4 SURFACE MOUNT LINEAR FLUORESCENT SWITCH (NOT SHOWN - FIELD VERIFY) INTERGATE.EAST, BLDG 2 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 9'-0"AFF ENTRY VEST. EX. VESTIBULE (VY • 1 01/19/17 12/16/16 12/09/16 CORRECTION LETTER 1. PERMIT REVIEW MARK .I DATE I DESCRIPTION PROGRESS DATE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO: 01/19/17 BH KA D16-0343 REFLECTED CEILING PLAN RECEIVED CITY OF TUKWILA JAN 232017 PERMIT CENTER 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. REFLECTED CEILING PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 7 2011 A-10 City of Tukwila ILDING DIVISION 10 El. DOOR LEAF • PARTITION -TYPE VARIES r-- HOLLOW METAL FRAME HOLLOW METAL FRAME DOOR HEAD 6" =1'-0" OPENING SCHEDULE OPENING DOOR FRAME DETAILS REMARKS NO ROOM NAME HDWE SET SIZE W H FIRE RTG TYPE CONFIG FIN TYPE CONFIG FIN HEAD JAMB(S) SILL 161A. 161B 161C ENTRY VEST. ENTRY VEST. ENTRY VEST. 01 01 02 3'-0 6'-0 6'-0" 7'-0" 7'-0 7'-0" HM HM WD F EXIST. F EXIST. F MATCH EXIST. HM HM HM 1 PAINT 2 PAINT 2 PAINT EXISTING DOOR HARDWARE MODIFICATION ONLY EXISTING DOOR - HARDWARE MODIFICATION ONLY. E1 / A-601 Cl / A-601 162 JAN. 03 3'-0" 7'-0" WD F MATCH EXIST. HM 1 PAINT El /A-601 C1 /A-601 163 164 165 166 EX. MEN'S n/a 3'-0 7'-0 WD EX. WOMEN'S EX. BREAK RM. n/a n/a 3 0" 7'-0 3'-0" 7' - 0" WD WD F F EXIST. HM 1 PAINT EXISTING DOOR - NO WORK, REFERENCE ONLY EXIST. F EXIST. HM HM PAINT PAINT EXISTING DOOR - NO WORK, REFERENCE ONLY EXISTING DOOR NO WORK, REFERENCE ONLY OPEN OFFICE 02 3' 0" 7' - 0" WD F 7'-0" WD V1 MATCH EXIST. MATCH EXIST. HM 1 PAINT E1/A-601 C1/A-601 HM PAINT El /A-601 C1/A-601 168A EX. WAREHOUSE 01 3'-0' 7'-0" HM F EXIST. HM - 1 EXIST. EXISTING DOOR - HARDWARE MODIFICATION ONLY 168B EX. WAREHOUSE 04 Cl DOOR LEAF PARTITION -TYPE L� VARIES BEVEL AT LATCH EDGE 7 HOLLOW METAL FRAME HOLLOW METAL FRAME - DOOR JAMB 6" =1'-0" 169 TELCO 02 20'-0" 3'-0" 18'-0" EXISTING DOOR - HARDWARE MODIFICATION ONLY 7'-0" DOOR HARDWARE GROUPS HW01 EXISTING HARDWARE NEW LOCKSET PER TENANT SPECIFICATION NEW CARD READER ACCESS IN / FREE EXIT OUT - PROVIDED BY TENANT HWO2 1/2" PR BUTTS EACH LEAF ENTRY FUNCTION LOCKSET - CARD READER ACCESS IN / FREE EXIT OUT PROVIDED BY TENANT WALL -MOUNTED DOOR STOP DOOR SILENCERS KICK PLATES HWO3 1/2" PR BUTTS PASSAGE LOCKSET WALL -MOUNTED DOOR STOP HWO4 EXISTING OVERHEAD DOOR - PROVIDE ACCESS CONTROL PER TENANT SPECIFICATION *ALL DOOR PULLS TO BE ADA COMPLIANT *ALL DOORS ALONG EXIT PATH TO RECEIVE PANIC HARDWARE F (FLUSH) WD 0 V1 (VISION LITE W/ TEMPERED GLASS) G MATCH EXIST. DOOR CONFIGURATION LEGEND FRAME CONFIGURATION LEGEND G (GRILL) HM 1 PAINT El / A-601 C1 / A-601 ROOM FINISH SCHEDULE NO. NAME FLOOR AREA (SF) BASE WALL CEILING REMARKS 155 EX. VESTIBULE EXIST. CONC. 344 EXIST. EXIST. EXIST. 161 ENTRY VEST. CARPET 401 162 JAN. SHEET VINYL 23 163 EX. MEN'S EXIST. SHEET VINYL 135 RUBBER BASE RUBBER BASE EXIST. PAINT ACP PAINT GYP. HARD -LID EXIST. EXIST. EXISTING ROOM - NO WORK 164. EX. WOMEN'S EXIST. SHEET VINYL 138 EXIST. EXIST. EXIST. EXISTING ROOM - NO WORK 165 EX. BREAK RM. EXIST. VCT 220 EXIST. EXIST. EXIST. EXISTING ROOM - NO WORK 166 OPEN OFFICE CARPET 581 RUBBER BASE PAINT ACP 167. OFFICE CARPET 94 168 EX. WAREHOUSE EXIST. CONC. 8285 RUBBER BASE RUBBER BASE. PAINT ACP PAINT EXIST. EXISTING ROOM - FINISHES APPLY TO NEW WALLS ONLY 169 TELCO EXIST. CONC. 54 RUBBER BASE PAINT ACP w x U ww w L w z w • >_ LU U 2 Q 0 ww000¢ LL I- 5 • - w 5 'RzZ C7 cv 0 CO LU UJcc cc J SPRAYHEADS AT 3' ww n O w�rX Cr)� ° 0 J J ▪ <5 d • w w CC 0 w - J w U3 U 0 w 0 j U WALL END OR EDGE I (WHERE OCCURS) In DOOR FRAME OR WINDOW FRAME 6" L' 0 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" NOTES: 1. USE THIS DETAIL TO LOCATE DEVICES THAT ARE INDICATED ON THE DRAWINGS BUT NOT LOCATED BY DMENSION, OR TO LOCATE REQUIRED DEICES THAT ARE NOT INDICATED ON THE DRAWING. 2. ALIGN MULTPLE DEVICES HORIZONTALLY AND/OR VERTICALLY AS DETAILED. 3. ITEMS OTHER THAN ELECTRICAL RECEPTACLESSHALL BE MOUNTED NEAR DOORWAYS OR INTERSECTING WALLS AS DETAILED SOPS 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 END OR EDGE (WHERE OCCURS) WALL SEGMENT 2'-0" WIDE OR LESS EQUAL T EQUAL u 42" 2 WINDOW, DOOR OR "FEATURE" T -IAT SEPARATES NALL INTO SEGNENTS DEVICE MOUNTING GUIDELINES 1/2" =1'-0" RECEIVED CITY OF TUKWILA JAN 232017 PERMIT CENTER �cto-o3�t3 SfrBEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED CHT T ARA M. SON STATE ';F WAST INGT"'I\ ROSS SPACE LANDLORD IMPROVEMENTS INTERGATE.EAST, BLDG 2 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 01/19/17 CORRECTION LETTER 1 12/16/16 PERMIT 12/09/16 REVIEW MARK I DATE i DESCRIPTION PROGRESS DATE: 01/19/17 DRAWN BY: BH CHECKED BY: APPROVED BY: KA PROJECT NO: D16-0343 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 MOUNTIN AND DET I A-6 E COMPLIANCE APPROVED JAN 27 2017 1 City of Tukwila BUILDING DIVISION 10 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 PARTITION/WALL VERTICAL CONFIGURATION OF PARTITIONIVVALL 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. CElPARTITION-TYPE LEGEND I NO SCALE 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. EXISTING ROOF STRUCTURE J WHERE CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO 6" ABOVE CEILING MIN. WHERE NO CEILING OCCURS, FRAMING, INSULATION, AND FINISH MATERIALS TO DECK ABOVE LJ NON -FIRE RATED PARTIAL HEIGHT PARTITION PARTITION/WALL CONFIGURATION NO SCALE EXISTING ROOF STRUCTURE BOX -BEAM STRUCTURE FRAMING, INSULATION, AND FINISH MATERIALS TO UNDERSIDE OF CEILING NON -FIRE RATED PARTITION BRACED AT CEILING 518" GYPSUM BOARD EACH SIDE METAL STUDS (PER ICC ES REPORT ESR -3064P) INSULATION IF NOTED EEL 3518" METAL STUDS 2 6" METAL STUDS PARTITION NO SCALE BOX BEAM SECTION 18 GAGE 3 5/8" TOP AND BOTTOM TRACK 18 GAGE 6" METAL STUDS METAL STUD FRAMING PER ICC ES REPORT ESR -3064P E8 METAL STUD BOX BEAM 4'-0" OC WALL TYPE AS SCHEDULED CEILING AS SCHEDULED PARTIAL HEIGHT PARTITION - BOX BEAM DETAIL CASING BEAD WHERE EXPOSED TO VIEW, TYPICAL MATCH EXISTING (11-4") 3" =1'-0" CC J Q iz ¢Cipw zo o c= LO 0 • iZD 00 CO OZ 0-w C o w CC 0 0- • o o c nZmo. oJ¢c~i Q ♦— ~ J z o_ — METAL STUDS (PER ICC ES REPORT ESR -3064P), MAXIMUM HEIGHT20'-0" FINISH MATERIALS VARY (MAXIMUM MIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH.. E 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 SID: PTN-TO-FLR CONNECTION FOR SEISMIC SITUATIONS 3"=1'-0". 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 PARTITION ATTACHMENT CLIP AT 4'-0" OC, MAXIMUM ACOUSTICAL CEILING FOAM TAPE TO PLUG GAPS AT SUSPENSION SYSTEM - TOP TRACK, 20 GAGE MINIMUM, PAINT FLAT BLACK (SCHEMATIC) STRUCTURE CASING BEAD OPTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES O PARTITION ORIENTED PARALLEL TO CEILING TEES C3 ATTACHMENT OF SPLAY WIRES TO STRUCTURE: AT STEEL STRUCTURE: BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: EMBED THRICE -LOOPED WIRE EMBEDI)ED 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) 5116 TAPCON SCR_WS EMBEDDED 2" PER ESR -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" 8" MAXIMUM 3/4" CLEAR AT UNRESTRAINED END, EACH DIRECTION SEISMIC CLIP PER ES REPORT ESR -1222 Eo 0 MAIN TEE OR CROSS TEE BEYOND (SUSPENSION SYSTEM) TEGULAR-EDGED ACOUSTICAL CEILING PANEL - RE -RABBET AND PAINT AT CUT TILE EDGES CLOSURE ANGLE ALT PERIMETERSUPPORTFOR SUSPENDED ACP SYSTEM WITH TEGULAR-EDGE TILES 6" =1'-0" CEILING AS SCHEDULED WALL TYPE AS SCHEDULED GYPSUM BOARD CEILING 3" =1'-0 MTL STUD FRAMING (PER ICC ES REPORT ESR -3064P) GYPSUM BOARD CEILING 3/4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT FASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE C7 A-801 Al HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TEE - STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) HEAVY DUTY 8" MAX PERIMETER SUPPORT CLOSURE ANGLE FASTEN TO STRUCTURE PER CISCA 3- 4 (FIGURES 2, 3 4, AND 5) 12 GAGE MINIMUM HANGER 1A11DCC AT A, fl" (V` CAPIJ /11 'V v1, GF11,II DIRECTION - NO MORE THAN 1:6 OUT -OF -PLUMB, TYPICAL WIRE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM AT EACH END OF HANGER WIRE (--- WITHIN A 3" MAXIMUM LENGTH t OGENERAL SUPPORT EXCEPT AS INDICATED IN DETAILS C AND F, COMPONENTS OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND BRACED FROM STRUCTURE \\(1L- WHERE HANGER WIRES ARE MORE THAN 1:6 OUT -OF -PLUMB, PROVIDE COUNTER -SLOPING WIRES METAL -FRAMED TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS MAINTAIN HANGER WIRE SPACING AND CAPACITY BELOW OBSTRUCTION ACOUSTICAL CEILING PANELS COMPLY WITH ADDITIONAL PROVISIONS OF ASTM E580, ASTM C635, ASTM C636, AND ASCE 7-10, SECTION 13.5.6. FOR EXEMPTIONS, SEE ASCE 7-10, SECTION 13.5.6. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL BE CONNECTED FROM FIXTURE HOUSING TO STRUCTURE ABOVE BY (2) 12 GAGE TAUT OR SLACK WIRES LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS, AND. AIR TERMINALS/ SERVICES WEIGHING MORE THAN 20 POUNDS AND LESS THAN 56 POUNDS SHALL BE CONNECTED FROM FIXTURE HOUSING TO STRUCTURE ABOVE BY (3) 12 GAGE TAUT OR SLACK WIRES ATTACHED AT DIAGONAL CORNERS LIGHT FIXTURES AND AIR TERMINALS/SERVICES WEIGHING MORE THAN 56 POUNDS AND ALL PENDANT LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE USING APPROVED HANGERS LIGHT FIXTURES, AIR TERMINALS, AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM - OC LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS - IBC SEISMIC DESIGN CATEGORY D FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 DEGREES (IN PLAN) FROM EACH OTHER AND SECURED TO MAIN RUNNER WITHIN 2" OF INTERSECTION. EACH END OF EACH WIRE TO BE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM WITHIN A 3" MAX LENGTH LOCATE BRACING AT 12-0" OC EACH DIRECTION AND WITHIN 6-0" OF PERIMETER WALLS, PARTITIONS,OR EXPANSION JOINTS r; D) LATERAL BRACING FOR CEILINGS EXCEEDING 1000 SF FOR SPANS UPTO6'-0", USE ASINGLE 20 GAGE 15/8" COMPRESSION STRUT FASTENED TO MAIN TEE WITH (2) NO 8 SCREWS AND TO STRUCTURE WITH (2) HILTI X -DNI .145 DIA X 3/4" FOR SPANS UP TO 9'-0", USE DOUBLE COMPRESSION STRUT PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS - 0 SPRINKLER HEAD CLEARANCE 1.112" =1'-0 RECEIVED CITY OF TUKWILA JAN 2 3 2097 PERMIT CENTER b tg%6 0 33 SPEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED 4,1RC H "GEC I KARA M. ANDERSON STATE '`;F V/ASI INGTCI\ ROSS SPACE LANDLORD IMPROVEMENTS INTERGATE.EAST, BLDG 2 3311 S 120TH STREET SUITE 160 TUKWILA, WA 98168 01/19/17 12/16/16 12/09/16 CORRECTION LETTER 1 PERMIT REVIEW MARK DATE i DESCRIPTION PROGRESS DATE: 01/19/17 DRAWN BY: BH CHECKED BY: APPROVED BY: KA PROJECT NO: D16-0343 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 D ;. . h' WED FOR CODE COMPLIANCE APPROVED A-80 JAN 2 7 2017 City of Tukwila BUILDING DIVISION