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Home My WebLink AboutPermit D18-0193 - LIUNA - NON-STRUCTURAL INTERIOR IMPROVEMENTThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D18-0193 LIUNA 12101 TUKWILA INTL BLVD #300 THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemption, (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION Brief Explanatory Description Statute/Rule Personal Information — The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 25 DR2 Financial Information — RCW 42.56.230(4 5) account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 42.56.230(5) (7a) Redactions contain information used to prove identity, age, residential address, social security number or other personal information Personal Information — Driver's License. RCW required to apply for a driver's license or RCW DR3 — identicard. 42.56.230 42.56.230 (7a & c) (7c) Any record pertaining to a vehicle license plate, driver's license, or identicard issued under (7a & c) RCW 46.08.066 that, alone or in combination with any other records, may reveal the identity of an individual. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged 5.60.060(2)(a); RCW 42.56.070(1) communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. 42.56.070(1) LIUNA 12101 TUKWILA INTL BLVD 300 018-0193 Parcel No: Address: C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0923049309 Permit Number: D18-0193 12101 TUKWILA INTL BLVD 300 Project Name: LIUNA Issue Date: 7/6/2018 Permit Expires On: 1/2/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: INTERNATIONAL GATEWAY WEST 12201 TUKWILA INTERNATIONAL BL , SEATTLE, WA, 98168 RANDY MORGAN Phone: (206) 587-7120 1326 FIFTH AVE SUITE 400 , SEATTLE, WA, 98101 SABEY CONSTRUCTION INC Phone: (206) 281-4200 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 SABEYCI033KM Expiration Date: 1/12/2019 SABEY CORPORATION 12201 TUKWILA INTL BLVD 4TH FL , TUKWILA, WA, 98168 DESCRIPTION OF WORK: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, SIDELIGHTS, CASEWORK AND FINISHES. Project Valuation: $365,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIA Electrical Service Provided by: TUKWILA Fees Collected: $6,531.45 Occupancy per IBC: B Water District: 20 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature:Lt)- � Date: "7""'1/49 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, nd agree to the conditio attached to this permit. Signature: Print Name: Co This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 41: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 18: Maintain fire extinguisher coverage throughout. 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 30: 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) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 27: 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). 31: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 33: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. (NFPA 72-17.5.3.1) 34: 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) 32: 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) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 38: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. bl 0-- 0 1/3 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 12101 Tukwila International Blvd Tenant Name: Liuna PROPERTY OWNER Name: Sabey (Building Manager) Address: 12201 Tukwila International Blvd, 4th Flr City: Seattle State: WA zip: 98168 CONTACT PERSON — person receiving all project communication Name: Randy Morgan Address: 1326 5th Ave., Suite 400 City: Seattle State: WA zip: 98101 Phone: (206) 587-7120 Fax: Email: randym@burgesspnw.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Int'l Blvd., 4th Floor City: Seattle State: WA Zip: 98168 Phone: (206) 281-8700 Fax: Contr Reg No.: SABEYCI033KM Exp Date: 01/12/2019 Tukwila Business License No.: BUS -0102122 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 092304-9309 Suite Number: 300 Floor: 3 New Tenant: 0 Yes ❑ ..No ARCHITECT OF RECORD Nam d„ 6,6e,c„ J Company Name: Burgess Design Company Name: Architect Name: Randy Morgan Address: 1326 5th Ave., Suite 400 City: Seattle State: WA zip: 98101 Phone: (206) 587-7120 Fax: Email: randym@burgesspnw.com State: ENGINEER OF RECORD Nam d„ 6,6e,c„ J i Address: ,SWI 1Ufr r iiL4 1 'L ' Vi,p, Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Nam d„ 6,6e,c„ J i Address: ,SWI 1Ufr r iiL4 1 'L ' Vi,p, City :-.Me4u Lk, State: W,6 Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ $50/010 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, SIDELIGHTS, CASEWORK AND FINISHES. Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Z No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: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 1' Floor 2nd Floor 3rd Floor 4,373 4,373 0 0 II -A B Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Z No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: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 INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑• ❑. ❑- ❑. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) 0 ... Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 0 ...Water Main Extension Public 0 77 ❑ .. Grease Interceptor 0 .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding wo # wo # WO # ❑ ...Deduct Water Meter Size Private 0 Private 0 77 FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water ❑ ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment 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 - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE L : OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A .: ' ED AGENT. Print Name: Ran. ' organ Day Telephone: (206) 587-7120 Signature: Date: 06/20/2018 Mailing Address: 1326 5th Avenue, Suite 400 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Seattle WA 98101 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK ; PAID $4,035.85 D18-0193 Address: 12101 TUKWILA INTL BLVD 300 Apn: 0923049309 $4,035.85 DEVELOPMENT $3,843.88 PERMIT FEE R000.322.100.00.00 0.00 $3,839.38 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $191.97 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14873 R000.322.900.04.00 0.00 $191.97 $4,035.85 Date Paid: Friday, July 06, 2018 Paid By: BURGESS DESIGN Pay Method: CHECK 015829 Printed: Friday, July 06, 2018 10:51 AM 1 of 1 CR SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID D18-0193 Address: 12101 TUKWILA INTL BLVD 300 Apn: 0923049309 $2,495.60 DEVELOPMENT $2,495.60 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14784 R000.345.830.00.00 0.00 $2,495.60 $2,495.60 Date Paid: Friday, June 22, 2018 Paid By: BURGESS DESIGN INC Pay Method: CHECK 015806 Printed: Friday, June 22, 2018 2:51 PM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit Ole 0193 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: I -I t)ti Ik Type of Inspection: / J/t,Om/ . , /i/AL Address: I ZI O'-r44t/i4 /nil 61,41O Date Called: Special Instructions: /P3Ov Ti f a- Pant-, Date Wanted:a ' /-2—/, m p.m. Requester: "fir/ Phone Na: Zo 4 - Z -S c 341/ Approved per applicable codes. L,! Corrections required prior to approval. COMMENTS: Inspector: Bite Date: /-2-201 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 N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: J / t/&101 Type of Inspection: 441./01,J4 Address: /2/o, 4//t4 :Afrr awsj Date Called: 3m Special Instructions: l/Z j�y, iL 'Q2 Date Wanted: Gim._'t / 2-3-(15 p.m. Requester: _ TT. -/.54/h Phone No: 20 uc ,3(,7 I 7Approved per applicable codes. 0 Corrections required prior to approval. OM M ENTS: C 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 8-o19-3 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: L iti V.¢ Type of Inspection: SWPoVaz.0 ee' h' - Address: Mil,/ 77, B. Date Called: Special Instructions: 3 0 Date Wanted. /i i2 "/6 a.m. p.m. Requester: Phone No: Approved per applicable codes. J Corrections required prior to approval. COMMENTS: Z3R- 5-05-P,Da4 C.,/LI!'/ -- Inspector: Wx. Date:/ 16 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dl8-oict3 Project: L'aV/ / Type of Inspection: d/ 4416 -/X WAS / Address: 12 (01 —Ma $ *f If//, -1,Z.,5- Date Called: Ar-/ 9/mow/IX Q. Special Instructions: 6214.16'10-1®- XID Date Wanted: Ij CUP •.. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: d/ 4416 -/X WAS / G/"`3 ,41/L7 *f If//, -1,Z.,5- /U Ar-/ 9/mow/IX Q. c1- f, fN�� Inspector: Date:. /0--/o-re REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request line (206) 438-9350 Project: , L (A -y �►. Type of Inspection: Fi�14-wbt ry' Address: /2lb) It ktA4LA f Date Called: U Special Instructions: w 1/2_, / 1 ot(.� • i,e TSSr Date Wanted: ?-` 7_ '7�, C-�1, a.m. P.m. Reque Phone No: / - 6 S-- 367/ Approved per applicable codes. COMMENTS: )(Tivrti =WOW 9 Corrections required prior to approval. nem . ct_(I £<<s) -f j (exist-cfr,, a r1l1 C�P -LorC ps 611 Sae ft4 11Yl, ys/r cP a � � rc r Z'/c..,rv►c�p� 5 l K 0.KA.04___ rrody yhveffsexpiv � - igr -0474 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: / 0 L. 1 tA-VNCL.. Type o Inspection: 1e Address: i+210 I Tjtki.>'ic4• crl ieettafiewele, 8 ,L Special Instructions: SLt4c 4300J� Date Wante a.m. s 2013 -2013 -p.m. Re ueste •q & Phone No: 2(16 U� ' /73-ozV Approved per applicable codes. NJ Corrections required prior to approval. COMMENTS: FKA-14,1,( A e=7,00-ev-sol,/ein4 exara, gdtei zr,ti etee/e5 R.0/ SLS I Inspector: <QC2_ Date: 9....51.00/s/ 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 1 Project:Type AiC4X6,.1.e iS of Inspection:_ -(vice.. Address: Suite#: /2/0I TI Contact Person: Special Instructions: J Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: V Hrs.: 1 Fire Alarm: (11---We-g- C r. tom, (4-0 o(c c.e0/ r C (6nc /s g J Pre -Fire: r vi tYl . (4_ i-64'-- 6/0 err gess Sc e-- m,4, 7.--s Permits: e N f. 2 g. I e-( Ao po✓c vt-0 S tr-T— j< P76/- QAC > /a r- f/n-f'Z iVd7 /9op,r4c'Yi f A✓t-T f) F yotn Li I Needs Shift Inspection: Sprinklers: V Hrs.: 1 Fire Alarm: Hood & Duct: Monitor: ii ' Pre -Fire: Permits: Occupancy Type: j< Inspector: ----Fry) m-4... Date: /l /77 7 /lc( Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit IY—S--/5 7 -- INSPECTION NUMBER PERMIT NUMBERS --- CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: J tev S Type of Inspection: %4 Address:Contact Suite #: (7f 0/ -7--1 15 Person: Special Instructions: J Phone No.: 111N1 Ipproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: f j T /4- o- f1/6 % / ,,r• -../`e ) -- i2 -e„ (AA_ w e' .71,‘,01. A g 0 s i-'' S�o t 0 NA. t (w 17) ' re-dlvc e- S. , ,,�,,..., r t u r/L- -- j%.P--v t Izi e...4- t h a Oe v 1 Le S 5 yv► G tiV n.Je., J -- Iroitck. de viCe_ / vl lzw-t 3v4- Li -- Pr wt de ,(-e- 7`_e Sfi iA--- Pre -Fire: Needs Shift Inspection: Sprinklers: ///20//firs.: Fire Alarm: , ,,�,,..., r t u r/L- Hood & Duct: Monitor: Li Pre -Fire: Permits:Occupancy Type: ,43 i Inspector: 7v/4 c4 Date' . ///20//firs.: c $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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: i5eL(ounci( (a6 Type of Inspection: Address: f'-fof Suite#: Fire Alarm: +,> Contact Person: [ Special Instructions: iN,S fi U tSYl41c ,-fae/1/7 cri .-.. , Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r Sprinklers: `7 Fire Alarm: Oie--- —['gr r_ave--'(L- Hood & Duct: Monitor: iN,S fi U tSYl41c ,-fae/1/7 cri .-.. , )/ /2 r- T/-(/2o'� h# fi S ' t `' Occupancy Type: e Needs Shift Inspection: r Sprinklers: `7 Fire Alarm: r Hood & Duct: Monitor: Pre -Fire: Permits: _ Occupancy Type: e Inspector: r ? 4 Date: /l/ 2// 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 PERMIT COORDCOPY- (7) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0193 DATE: 06/22/18 PROJECT NAME: LIUNA SITE ADDRESS: 12101 TUKWILA INT'L BLVD - SUITE 300 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division gi nn Nor co Public Works PRELIMINARY REVIEW: /91-#\ Atoc 1-346 tity NA Fire Prevention Planning Division Structural ❑ Permit Coordinator IIIII DATE: 06/26/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 07/24/18 Approved with Conditions7 Denied ❑ (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 SABEY CONSTRUCTION INC Home Espanol Contact Safety & Health Washington State Department of lI 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 SABEY CORPORATION DAVID A SABEY; JOHN D SABEY; PATRICIA SEWELL; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations, Construction Contractor 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 My L&I Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 7/6/2018 SABEY CONSTRUCTION INC f 03/20/2018 11/01/2016 Expiration date 11/01/2019 Insurance history Savings ...................._ (in lieu of bond) $6,000.00 Received by L&I Effective date 04/21/1994 Release date Impaired date N/A N/A Savings account ID Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 331,221-02 ............._..._............ Doing business as SABEY CONSTRUCTION Estimated workers reported Quarter 1 of Year 2018 "11 to 20 Workers" L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ...................................................... No strikes have been issued against this contractor. Contractors not al:owed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past 'safety and health violations found on jobsites this business was responsible for. Inspection results date 07/02/2015 Inspection no. 317936768 Location 2200 M St. NE Quincy, WA 98848 No violations Page 2 of 2 C Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 7/6/2018 GENERAL NOTES ARCH INTERIOR ABBREVIATIONS. BUILDING SUMMARY PROJECT .TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD2009 TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USEOF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITHEQ MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS.RM 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK; ;TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW / WORK AND AS REQUIRED FOR FINISHED APPEARANCE. � 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK: KID ALLW/O OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER: 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECTS CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT :THREE (3)COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILINGTUKWILA, MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH- ARCHITECTURAL AVTT- ACOUSTICALCEILING TILE MTL - METAL AV - AUDIO VISUAL N/A - NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT -BOTTOM NTS -NOT TO SCALE CAB - BOTTOM NTOC - ONO CENTER SC CL - CENTER LINE . OFF - OFFICE CLG - CEILING OPNG - OPENING CLR - CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC - CONCRETE PART - PARTITION CONF - CONFERENCE PERF - PERFORATED DEMO - DEMOLITION PERIM - PERIMETER DEPT - DEPARTMENT PERP - PERPENDICULAR DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL RA - RETURN AIR DW - DISHWASHER RCP - REFLECTED CEILING PLAN DWG - DRAWING EA -EACH REC - RECESSED EL - ELEVATOR REF - REFERENCE ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE - EQUAL REV -REVISION OR REVISED - ROOM EQUIP - EQUIPMENT RM - ROUGHMOPENING EXT - EXTERIOR FA - FIRE ALARM RTD - RATED FD - FLOOR DRAIN SCHED - SCHEDULE FE - FIRE EXTINGUISHER SF - SQUARE FEET/FOOT FEC - FIRE EXTINGUISHER CABINET SHT - SHEET FFE -FINISH FLOOR ELEVATION SIM - SIMILAR FIN - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR SPKR - SPEAKER - FLOOR FO - FACE OF SQ - SQUARE FOIL - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL RTIC - FURNISHED BY TENANT, INSTALLED STAR - STORAGE BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING GA - GAUGE STRUC - STRUCTURAL GC - GENERAL CONTRACTOR SYMM -SYMMETRICAL TBD - TO BE DETERMINED GL - GLASS. GWB - GYPSUM WALLBOARD TEL - TELEPHONE OR TELECOM TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR Typ - TYPICAL INCL INCLUDED OR INCLUDING UON UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION - VINYL COMPOSITION TILE VCT LAW - LAVATORY - VERIFY IN FIELD LF - LINEAR FOOT VIF MATL - MATERIAL w/ -WITH MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD - WITHOUT FI�.E �� Permit ®■, Flan review approval is subject t o errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt d approved Field Cop and conditions is acknowledged:a O' pw / By: � Date: 01 a& /i of Tukwila BUILDING City CityofDIVISION 1. PROJECT ADDRESS: LIUNA INTERGATE WEST BLDG C 12101 TUKWILA INTERNATIONAL BLVD SUITE 300 WA 98168 2. APPLICABLE CODES & ORDINANCES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2015 UNIFORM PLUMBING CODE 2015 NATIONAL FUEL GAS CODE (NFPA 54) 2011 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) THE WASHINGTON CITIES ELECTRICAL CODE 2015 WASHINGTON STATE AMENDMENTS 2015 EKISTING BUILDING CODE ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: IIA FIRE RESISTIVE SYSTEM: SPRINKLERED PER NFPA13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: ;EHAFT ENCLOSURES: 2' HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: NON -RATED PER IBC TABLE 2010.1 TENANT: GENERAL CONTRACTOR: Liuna SABEY CONSTRUCTION Intergate West 12201 TUKWILA INT'L BLVD., 4TH FLOOR 12101 Tukwila International Blvd, Ste 300 SEATTLE, WA 98168 Tukwila, WA 98168 Tel: 206.281.8700 Tel: ATTN: JOSH JOHNSON ATTN: PLUMBING ENGINEER: Build DESIGNER: TBD - Bidder Design ARCHITECT/DESIGNER: g by G.C. Burgess Design, Inc. g g 1326 - 5th Avenue, Suite 400 MECHANICAL ENGINEER: Seattle, Washington 98101 TBD - Bidder Design Build by G.C. Tel: 206.587.7120 Fax: 206.587.7122 ELECTRICAL ENGINEER: ATTN: RANDY MORGAN TBD - Bidder Design Build by G.C. BUILDING MANAGER: FIRE/LIFE SAFETY ENGINEER: Sabey TBD - Bidder Design Build by G.C. 12201 Tukwila International Blvd. 4th Floor Seattle, WA 98168 Tel: 206.277.5271 ATTN: TOM SPADER PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 4,373 SOFT TOTAL APPROXIMATE SUITE AREA: 4,373 SQFT LEGAL D E S: C RI P T I 0 N / PARCEL N 0 . TOTAL APPROXIMATE FLOOR AREA: 14,480 OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: NUMBER OF EXITS REQUIRED: 1 REQUIRED; MINIMUN EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 100' 6. PROJECT DESCRIPTION: NON=STRUCTURAL INTERIOR TENANT IMPROVEMENT. DEMOLITION, NEW PARTITIONS, DOORS, SBFT 44 1 PROVIDED SPRINKLERED PER IBC TABLE 1006.2.1100 WORK INCLUDES NON-STRUCTURAL SIDELIGHTS, CASEWORK AND FINISHES. -",""' PARCEL NUMBER: 092304-9309 LEGAL DESCRIPTION: BEGIN =NW CORNER OF NE 1/4 OF SE 1/4 TH S 89-16-35 E FT TH S 24-13-53 E 567.42 FT TO POINT OF BEGINNING TH N 66-35-01 E 120.47 FT TH N 20-23-23 W 27.58 FT TH N 65-32-34 E 165 FT TO POINT ON WLY R/W LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1-K APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY R/W LINES 24-27-26 E 110.84 FT TH FOLLOWING SAID 'KY R/W LINE N 65-32-34 E 10 FT TH FOLLOWING SAID WLY R/W LINES 24-27-26,';E 200 FT TH FOLLOWING SAID WLY R/W LINE N 65-32-34 E 20 FT TH FOLLOWING' SAID WLY R/W LINE S 24-27-26 E 126 FT TH REVISIONS FOLLOWING SAID WLY R/W LINE ALONG"ARC OF 2805 FOOT RADIUS NON TANGENT No changes shall be made to the scope of work �AJithout prior approval of Tukwila Building Division. EMOTE: Revisions will require a new plan submittal and mai y include additional plan review fees. CURVE TO RIGHT CENTER BEARING S 65-32-34 W THRU C/A OF 0-12-18 DISTANCE OF 10.03 FT THS 65-30-25 W` 199.33 FT TH N 22-47-01 W 21.44 FT TH S 63-32-48 W 62.13 FT TH ; 5 65-46-07 W 58.17 FT TH N 24-13-53 W 402.19 FT TO POINT OF BEGINNING LOT C OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98-0033 RECORDING NO 9810059013 ' STREET MAP DRAWING INDEX \DRAWING ISSUED •nth ,vr,<S •` DATE 06.15.18 03 , N cfl o `: `' =< � � X X G.0.0 �� COVER SHEET / PROJECT INFORMATION ` " X X G.0.1 _ PROJECT NOTES i ! X G.0.2 . ° CODE SUMMARY ; ARITECTURAL / INTERIORS' nd St ,� . 121 01 � X X A.2A.1 DEMOLITION / CONSTRUCTION PLANS • i'�tv�olll X X A.2B.1 bEILING DEMOLITION / REFLECTED CEILING PLANS : b X X A.2C.1 POWER . & DATA PLAN $, 1 Iil t irrngtrc n ll ya{' X X A.2D.1 FINISH;` FLOOR PLAN , X X A.9.1 DOORSCHEDULE / SIDELIGHT SCHEDULE / DETAILS DEL 2�rrJ SL . ....�, 0 X X A.9.2 DETAILS . S T24 DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE- 1 ":20' A. DEFINITIONS: LIUNA INTERGATE WEST BLDG C 12101 TUKWILA INTERNATIONAL BLVD SUITE 300 LONGEST COMMON PATH OF EGRESS TUKWILA, WA 98168 TRAVEL: 37'-9" AREA OF WORK 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN"INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS.yN 5. "CLEAR"INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: SYMBOLS-. - - - /..,, - . 1=1 MI- / /� I I l 1 _ ��t•® I �: �\ III _ 00 / I 1 - --� ° - - - - . ■ • ■ ■ ■ • ■ • ___r..._ REVIEWS ELEVATION REFERENCE SYMBOL i + INDICATES FINISHED / /c0,(8* ® �i CODE SURFACES TO ALIGN 1; oo , COM U DETAIL ID DRAWING TITLE BAR DETAIL IDENTIFICATION • ��I : APPRO �(t I S ®® . ®� ill ®I JUL 03' 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. PLUMB. NDIMENSIONAL RLAYOUT SHALL FINISHES BE INTHE FOLLOWING PRIORITY ORDER.GHT, TRUE & A. STRUCTURAL DRAWINGS BSHT. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED.'` 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. {- L A.06.XX R DRAWING TITLE SHEET NO. D SYMBOL TITL SECTION REFERENCEA GRAPHICAL SCALE 11 ff7 w . _- EXIT' ` ® 1, Luu..3 IA:t � i of TL � EXIT , EXIT EXIT BUILDING C s.. O 0I_._f�_I3 1 DTL 1 FLOOR ELEVATION SYMBOLS ' �. ; - T' ; % j '� •,,' / / / ®1- r " , n 92 -0 +1 -0 NOMINAL FLOOR .»--- ; Ir -- / % / / /• � %/� /� j ; / /% / / / / ; / / /� j / i / // i SYMBOL DETAIL REFERENCEE. DTL BUILDING . ELEVATION HEIGHT (ABOVE/BELOW) SPACE / ROOM ID SHT OFFICE -.■- SPACE NAME /' ;/ ; / ' / ` ' /' RECEIVED CITY OF TUKWILA / COLUMN AND/OR GRID LINE SYMBOL 1127 -' s- SPACE NUMBER DIMENSION LINE: t� 20 0 DOOR 0 SYMBOL ¢ o SEPARATE PERMIT REQUIRED FOR: i // `j / / / � /, : / / �; // i JUN 22 2018 117�iVlechanlcal 134ectrical' I' umbing as Piping _- PERMIT CENTER • DOCUMENT SHEET SYMBOL XO --■- KEYED SHEET NOTES L. ANGLE Q AT G1 -.■- GLAZING SYMBOL CENTERLINE n --t- Q/ .111.1> 3 City of TukwilaI fills i~'I!'.1G DIVISION w • ig , REVISION' NUMBER Tenant: LIUNA INTERGATE WEST 12101 TUKWILA INTERNATIONAL BLVD STE 300 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 B BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT;;; AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal lISTERED "I-..li i ECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 06.15.18 PERMIT SET 06.22.18 FOR LIANCE ED 2018 Wg- kwila !VISION Electronic Stamp Location Drawn by: MK Project No: 18. Project Manager: RM COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT, UNO. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAIUNG OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. 1 - GENERAL CONDTT ONS 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT UMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPUANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPUCABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT UMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONSAT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. 14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY SCHEDULE CONFLICTS. 15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN LIEU OF STANDARD ALL WORK SHALL BE WARRANTED FOR ONE YEAR. 16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS. UTILIZE REBAR OR TENDON DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS. QJVfStGN 11 - SITE WORK AND DEMOUTION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOUTION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LEITER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "UKE-NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARTING ANY SITE WORK. DMSION VI - ARCHITECTURAL CARPENTRY AND CASIBK 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDEUGHT FRAMES AS SCHEDULED. 3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 5. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. SHELVING SHALL COMPLY WITH AWI SECTION 600. 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAN STYLE HINGE AND FULL EXTENSION HEAVY DUTY DRAWER GLIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES. 8. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 9. SHELF EDGING TO BE P -LAM, UON. 10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. TAI - THERMAL AND MOISTURE PROTECTION WATERPROOFING 1. WHEN PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT. GC SHALL VERIFY ALL WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION. 2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT. FIRE PROTECTION 1. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN RATED ASSEMBLIES. 2. IN OPEN CEIUNG CONDTIIONS REPAIR OR REPLACE FIRE PROTECTION AS NEEDED. 3. IF SPRAY ON FIREPROOFING IS VISIBLE AND TO RECEIVE PAINT FINISH PROVIDE A SMALL AREA MOCK UP OF BOTH FIRE PROOFING AND WALL SURFACE SO THAT THE COLOR CAN BE CORRECTED DUE TO THE SUBSURFACE CONDITIONS OF DISSIMILAR MATERIALS. 4. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBUES AS NEEDED. MATCH EXISTING RATINGS AND CONDITIONS. PROVIDE FIRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. VERIFY WITH BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS. DMSTORM-7.-aggaLigialigiNia DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR AND SIDEUGHT STYLE TO MATCH IF A VARIATION IS PRESENT. DOOR 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 AT LEAST TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 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 ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO UNE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 5 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 13. ALL EXTERIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING. 14. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 15. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 16. THIS PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 17. RATED GLASS (CERAMIC) REUTE SHALL BE PREMIUM POUSHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3 DMSI IX - FINISHES 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEMNG CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. ARE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL OR CEMENT BOARD WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEMNG FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPUCABLE FIRE -RATED ASSEMBLIES AND . MATERIALS. • 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7. 15. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEIUNGS AS INDICATED ON DRAWINGS. 16. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 18. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 19. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 20. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 21. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 22. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEIUNG TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 25. IN OPEN CEILING CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER CONCERNING MAINTAINING THE RETURN AIR PLENUM. PROJECTS THAT CONVERT ACT SPACE INTO OPEN SPACE SHALL HAVE THE FINISH OF THE OW INTERSTITIAL SPACE FINISHED WITH GWB TO A LEVEL FLOOR FINISH, UNO. THIS MAY REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE. 26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 27. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 28. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 29. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE, UNO. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL, UNO. 30. BASE TO BE NSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF COMERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY. 31. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 32. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 33. UNLESS SPECFIED ALL RUBBER BASE SHALL BE COVED BASE. 34. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 35. PROVIDE SEAMNG DIAGRAMS FOR ARCHITECT'S REVIEW. 36. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. 37. FINISH DOORS, DOOR FRAMES, AND SIDEUGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 38. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-8 "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 39. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FCF PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-8 "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 40. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. TO SHALLRECEIVETHE SAMEFINISHAS THE ROOM,UON. 42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED BE FINISHED, THEY R N 43. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD ,TO THE PRIMING OF EXISTING SURFACES). 44. PUTTY ALL NAL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 45. SAND ALL WORD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 46. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 47. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS. 49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT. DMSIDN XII - FURNISHINGS 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO UKE-NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BUNDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BUNDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. 6. TENANT'S FURNTURE SHALL BE THE RESPONSIBILITY OF THE TENANT AND THEIR VENDOR. GC SHALL INVITE AND COORDINATE TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS. 7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC, UNO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. DIVISION XXI - ARE SUPPRESSION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY UGHT1NG, 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, ARE 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, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH ARE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSUFE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS E. CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFFA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 10. IF CEILING IS DESIGNED FOR AN OPEN CEILING CONDITION, GC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION. WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED. DJVISION XXII - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL . FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE UNE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. DMSION XXIIII - MECHANICAL 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 6. IN OPEN CEILING CONDITIONS DESIGN OF HVAC WILL ACCOUNT FOR CHANGES IN THE RETURN AIR PLENUM. ALL HVAC WILL BE VISIBLE AND OF SUITABLE MATERIAL AND INSTALLATION METHOD. 7. IN HIGHRISE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF NEEDED. DMSIONELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER UNE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABUNG, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER, UNO. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERUNE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 25. IN AN OPEN CEILING CONDITION ALL ELECTRICAL AND VOICE DATA SHALL BE VISIBLE AND SUITABLE INSTALLATION METHODS SHALL BE USED. 26. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 27. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED LION. 28. WHEN WORKING IN PUBLIC CORRIDOR OR COMMON AREAS VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 29. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 30. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TILE. UON. 31. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 32. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 33. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 34. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 35. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 36. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 37. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 38. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 39. EXIT SIGNS SHALL HAVE UL #924. 40. PROJECT MAY HAVE MULTIPLE LIGHT SOURCES AND LAMPS. CONTRACTOR SHALL PROVIDE CONSISTENT LAMPING FOR ALL LIGHT FIXTURE AND BETWEEN FIXTURE TYPES. 3,500K IS PREFERRED. NOTIFY DESIGNER IF CONSISTENT LAMPING IS UNOBTAINABLE AT THE START OF THE PROJECT. 41. VERIFY ALL ENERGY CODE REQUIREMENTS WITH JURISDICTION OF RECORD. VERIFY LIGHT SWITCHING WITH TENANT AND BUILDING MANAGEMENT. 42. PROJECT MAY HAVE LED LIGHTS SPECIFIED. PROVIDE LIGHTING LEVEL ANALYSIS (IN FOOT CANDLES) FOR DESIGNER'S REVIEW BEFORE ORDERING PRODUCT. VERIFY CONTROLS WITH DESIGNER. ALL LED FIXTURES SHALL HAVE DIMMING CAPABILITIES SO THAT AS FIXTURE DIMINISHES THE POWER CAN BE INCREASED SO THAT LIGHTING LEVELS REMAIN CONSTANT AT 70% OVER THE LIFE OF THE FIXTURE (10 YEARS). 43. GC SHALL VERIFY ALL CARD ACCESS AND SECURITY REQUIREMENTS WITH BUILDING MANAGEMENT AND TENANT. DETERMINE IF A BUILDING WIDE SYSTEM IS AVAILABLE AT THE START OF THE PROJECT. IF SO AL WORK SHALL BE DONE SO THAT THE BUILDINGS WARRANTEE AND OPERATION IS MAINTAINED. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 032010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 22 2010 PERMIT CENTER Tenant: LIUNA INTERGATE WEST 12101 TUKWILA INTERNATIONAL BLVD STE 300 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date REVIEW SET 06.15.18 PERMIT SET 06.22.18 City Electronic Stamp Location 18-4193 Drawn by: MK Project Manager: RM Project No: 18. PROJECT NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.1 DEMOLITION PLAN 0 8 16' 24' 29'-11" 0 tr) 1/8" = 1'- 0" -10" 28'-2" 1 16'-5" 16' - fl 15' -5" NEW OFFICE NEW COPY NEW SERVER NEW CONFERENCE NEW OFFICE NEW OFFICE BREAK ROOM NEW OFFICE NEW RECEPTION NEW OPEN OFFICE 300 300 (B) CONSTRUCTION PLAN 0 8' 16' 24' 1/8" = 1'- 0" NEW OFFICE DEMOLITION SYMBOLS _ _ EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE -USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE -USE, UON. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. 6. PATCH AND REPAIR ALL GWB WHERE DEMOLmON OCCURS. CONSTRUCTION SYMBOLS :.:.:420:.:9:190:.:50: F.E.C. EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION, TO STRUCTURE ABOVE, CONSTRUCTION, PER DETAIL J/A.9.1 NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K/A.9.1 FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE NEW CASEWORK / MILLWORK NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET GENERAL .CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD WHEN BUILDING IS CONSTRUCTION TYPE I AND II. 9. REFILL ANY ABANDONED CORE DRILL HOLE OR SIMILAR WITH FIRE PROOFING THAT MATCHES THE FLOOR RATING. UON. KEYED SHEET NOTES O O O O O O O O DEMO DOOR, FRAME, AND HARDWARE - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. DEMO SIDELITE FRAME - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. DEMO EXISTING CASEWORK. PATCH AND REPAIR ALL SURFACES AS REQUIRED FOR NEW CONSTRUCTION AND/OR FINISHES. DEMOLISH EXISTING ROOM DIVIDER. PATCH AND REPAIR ALL SURFACES AS REQUIRED FOR NEW CONSTRUCTION AND/OR FINISHES. DEMOLISH PORTION OF THE BRACE FRAME FURRING. REFER TO ELEVATION A/A.9.1 FOR ADDITIONAL INFORMATION. REMOVE PORTION OF EXISTING PARTITION FOR INSTALLATION OF NEW DOOR. REFER TO CONSTRUCTION PLAN AND A.9.1 FOR ADDITIONAL INFORMATION. DEMO EXISTING FLOORING AND WALL BASE THROUGHOUT SUITE. PATCH AND REPAIR ALL SURFACES AS REQUIRED FOR INSTALLATION OF NEW FLOORING AND BASE. DEMO PORTION OF EXISTING PARTITION FOR INSTALLATION OF NEW BUILDING STANDARD DOOR. PROVIDE FROST FILM ON RELITE, PATTERN: TBD REVIEWED FOR CODE COMPLIANCE APPROVED JUL 03 2010 City of Tukwila RECEIVED BUILDING DIVISIt1TY OF TUKWILA JUN 22 2018 PERMIT CENTER Tenant: LIUNA INTERGATE WEST 12101 TUKWILA INTERNATIONAL BLVD STE 300 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW,com All reproduction & intellectual property rights reserved c 2017 Professional seal r',821 RANDALL ALAN MORGAN ESTATE OF WASHINGTON Zz, tg No. Issue Description Date REVIEW SET 06.15.18 PERMIT SET 06.22.18 City Electronic Stamp Location f9.*io(3 Drawn by: MK Project Manager: RM Project No: 18. DEMOLITION / CONSTRUCTION PLANS Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.1 H H I I H it u H I H DEMOLITION CEILING PLAN 0 8' 16' 24' 'W") 1 /8" = 1,_ 0" d TYP. BREAK ROOM iN 309 NEW of RECEPTION REFLECTED CEILING PLAN 0 8' 16' 24' 1 /8" = 1'_ 0" RCP LEGEND SYMBOL DESCRIPTION/SPEC EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. NEW CEILING GRID AND TILE ARMSTRONG, ULTIMA HEALTH ZONE SQUARE LAY -IN 2X2 EXISTING EXIT SIGN TO BE REMOVED N/R N = NEW NEW OR RELOCATED EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. NEW SUSPENDED LED FIXTURE LUMINII, CLAREO Q EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. NEW SWITCH LOCATION. EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. a. DESIGNATES SWITCHING CIRCUIT. EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. NEW DIRECT -INDIRECT RECESSED LIGHT FIXTURE AVANTE AV2X2 F -3 -VE GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. PROVIDE EGRESS ILLUMINATION PER IBC 1008. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. KEYED RCP SHEET NOTES > DEMO EXISTING CEILING GRID, TILE, LIGHTS AND SUPPORT IN THIS AREA. PATCH, REPAIR AND PREPARE (INCLUDING EXPOSED STRUCTURE AND MECHANICAL" EQUIPMENT ABOVE) REMAINING SURFACES, AS REQUIRED, FOR NEW CONSTRUCTION AND/OR FINISHES. <> NEW CEILING GRID HEIGHT TO MATCH EXISTING SUITE CEILING GRID HEIGHT. O OPEN CEILING TO BE PAINTED 'P-#'. REFER TO A.2D.1 FOR SPECIFICATIONS. LIGHTING SUMMARY REFER TO A.9.2 FOR LIGHTING SUMMARY LIGHTING CALCULATIONS REFER TO A.9.2 FOR LIGHTING CALCULATIONS ION3 REVIEWED FOR CODE COMPLIANCE . APPROVED JUL 032018 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 22 2018 PERMIT CENTER Tenant: LIUNA INTERGATE WEST 12101 TUKWILA INTERNATIONAL BLVD STE 300 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date REVIEW SET 06.15.18 PERMIT SET 06.22.18 City Electronic Stamp Location Drawn by: MK Project Manager: RM Project No: 18. DEMOLITION CEILING/ REFLECTED CEILING PLANS Original drawing is 24" x 36". Scale entities accordingly if reduced A.2B.1 QQ 0 03 Ent) Q0D ONEW CONFERENCI ® 306 00000000 NEW OPEN OFFICE POWER AND DATA PLAN 0 8' 16' 24' VrAk) 1 /8" = 1'_ 0" WALL MOUNTED DEVICES SYMBOL DESCRIPTION t EXISTING TO REMAIN DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) QUADRAPLEX OUTLET DEDICATED DUPLEX OUTLET b VOICE & DATA COMBINATION OUTLET ACCESS CONTROL SYSTEM VERIFY TYPE WITH TENANT AND SYSTEM REQUIREMENTS (� TEMT OR BMOC RANA EUS WITH TENANT AND BUILDING MANAGEMENT. FLOOR MOUNTED DEVICES FLASH FLOOR MOUNTED COMBINATION VOICE & DATA OUTLET AND DUPLEX OUTLET - COORDINATE EXACT LOCATION WITH TENANTS FURNITURE VENDOR. MISC. NOTATION N DENOTES A NEW DEVICE GFI DENOTES A GROUND FAULT INTERRUPT CIRCUIT T DENOTES TIMER GENERAL ELECTRICAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE/DATA. REQUIREMENTS WITH TENANT. 5. UNLESS DIRECTED OTHERWISE, ALL VOICE/DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE/DATA SERVICE INCLUDING WORK FROM BUILDING/FLOOR D -MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. KEYED SHEET NOTES SERVER ROOM: COORDINATE POWER, COMMUNICATION, AND BTU OUTPUT WITH TENANT. SERVER ROOM HAS UPS SYSTEMLESS THAN MINIMUM REQUIREMENTS FOR ADDED PROTECTIONS AS REQUIRED BY IFC TABLE 608.1. PROVIDE NEW HDMI CONNECTION FROM FLOOR MOUNTED VOICE -DATA OUTLET TO OUTLETS AT NEW WALL MOUNTED TELEVISION LOCATION. VERIFY ALL REQUIREMENTS & SPECIFICATIONS WITH TENANT. VERIFY ALL NEW OFFICE EQUIPMENT AND FURNITURE SPECIFICATIONS, LOCATIONS AND POWER & DATA REQUIREMENTS WITH TENANT. EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT �1 TELEVISION (BY TENANT, G.C. TO VERIFY SPECIFICATIONS, MOUNTING HEIGHT AND POWER & DATA REQUIREMENTS WITH bt City Electronic Stamp Location TENANT) Tenant: LIUNA INTERGATE WEST 12101 TUKWILA INTERNATIONAL BLVD STE 300 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date REVIEW SET 06.15.18 PERMIT SET 06.22.18 REVIEWED FOR CODE COMPLIANCE .. APPROVED JUL 032018 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 22 2018 PERMIT CENTER Drawn by: MK Project Manager: RM Project No: 18. POWER & DATA PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced NEW OFFICE NEW COPY NEW SERVER NEW CONFERENCE NEW OFFICE NEW OFFICE NEW RECEPTION NEW OPEN OFFICE 300 NEW OFFICE /-\C FINISH FLOOR PLAN 0 8' 16' 24' 1 /8" = 1'- 0" FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE B-1 18D 4"h COVED¶) STRAIGHT RUBBER BASE. COLOR: CARPET CPT -1 TBD FIELD CARPET COLOR: TIM INSTALLED: DETECT GWE / OVER PAD LUXURY VINYL TILE LVr-1 18D PAINT 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: TBD TRANSITION MP: NAlERIALSIZEINSIO P-1 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: TBD P-2 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: TIM P-3 BENJAMIN MOORE WOOD DOOR/FRAME SEMI -GLOSS FINISH COLOR: TBD P-4 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: TBD ACOUSTICAL CEILING ACT ARMSTRONG GRID: MATCH EXISTING SUITE STANDARD TILE: MATCH EXISTING SUITE STANDARD WINDOW TREATMENT WT -1 LEVALOR 1" HORIZONTAL MINIBLIND COLOR: MATCH EXISTING SUITE STANDARD GENERAL FINISH NOTES 1. PROVIDE B-1 THROUGHOUT, UON. 2. PROVIDE P-1 THROUGHOUT, UON. P-2, P-3, AND P-4 WILL COMPRISE 25% OF WALLS AS ACCENT PAINT. 3. PROVIDE CPT -1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 6. ALL WOOD VENEER SHALL COME FROM THE SAME FLITCH AND SEQUENCE, UON. (IF APPLICABLE) KEYED SHEET NOTES REVIEWED FOR CODE COMPLIANCE APPROVED JUL 03 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 22 2018 PERMIT CENTER Tenant: LIUNA INTERGATE WEST 12101 TUKWILA INTERNATIONAL BLVD STE 300 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fihh Avenue, Suite 400 I Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date REVIEW SET 06.15.18 PERMIT SET 06.22.18 City Electronic Stamp Location Drawn by: MK Project Manager: RM Project No: 18. FINISH FLOOR PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2D.1 d r• L BRACING ELEVATION 1/2" 3/8" = V-0" BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK POWDER DRIVEN FASTENER 0 24"oc CEILING AS SCHEDULED 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS 0 24" OC, TO 14'-9" MAX. HEIGHT 2 1/2" X 20 GA. (33 MILS) METAL STUDS STUDS 16" OC, TO 11'-7" MAX. HEIGHT INSULATION UON ON PLANS POWDER DRIVEN FASTENER 0 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO DECK PARTITION �1J LJ lJ1 �� s.. _ V_a.. 0" 4» 8» 12„ OUTLINE OF DEMOLISHED WALL STRUCTURAL BRACE MODIFIED HALF HEIGHT WALL- PROVIDE GWB FINISHED TOP BOTTOM OF STRUCTURE 1 PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 1/4" 2"X2"X12" MIN. LEG AT STRUCTURE - A1TACH W/ (2) 1/4"0 TITEN HD SCREW OR (2) 1/4"0 EXPANSION BOLTS. PROVIDE 1-5/8" MIN. EMBEDMENT. PLENUM HEIGHT OF 5'-0" OR LESS 2 1/2"x25 GA METAL STUD BRACING 0 8'-0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0" TO 10'-O" SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs./P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF -TAPPING SM. SCREWS ® 48"oc, AND 3/4" PIPE SLEEVES PROVIDE BATT INSULATION IN CAVITY. 2 1/2" X 25 GA (18 MILS) METAL STUDS ® 24" OC, TO 10'-7" MAX. HEIGHT. NOTE: CEILING IN AREAS OF THIS DETAIL ARE 8'-3". LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS 0 12" OC MAX. POWDER DRIVEN FASTENER 0 24" OC METAL RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO CEILING PARTITION i n n n 3" = r—o" 0" 4" 8" 12" SIDELIGHT/GLAZING SCHEDULE DOOR & HARDWARE GENERAL NOTES a N SIDELIGHT ffi w 0 a N 0 7'-0" 24" A 1/4" TEMPERED WD 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME ® HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. SIDELIGHT/GLAZING TYPES DOOR SCHEDULE 0 W WIDTH BUILDING STANDARD WOOD FRAME FINISH TO MATCH SUITE STANDARD GLAZING AS SCHEDULED E = EXISTING, MATCH ALL EXISTING CONDITIONS o` 0 DOOR NOMINAL WIDTH NOMINAL HEIGHT 0 CC co w 300 3,-0" 7'-0" EXIST. 1 WD RETROFIT EXISTING HARDWARE FOR NEW CARDREADER 301 3'-0" 7'-O" A 2 WD 302 3,-0" 7'-0" A 2 WD 303 3'-0" 7'-0" A 2 WD 304 3'-0" 7'-O" A 2 WD 305 3'-O" 7'-0" A 2 WD 306 3'-0" 7'-0" A 3 WD 307 3'-0" 7,-0" B 4 WD 310A 3'-O" 7'-0" A 1 WD RETROFIT EXISTING HARDWARE FOR NEW CARDREADER 310B 3'-0" 7'-0" A WD 311A 3'-0" 7'-O" A 2 WD 311B 3'-0" 7'-0" A 2 WD. 312 3,-0" 7'-0" A 4 WD 25 GA. 2r METAL FRAMING 0 24" OC. 'P RE: CEILING PLAN 17\4 BOTTOM OF STRUCTUR 2"X2"X12" MIN. LEG AT STRUCTURE - ATTACHED TO STRUCTURE W/ (2) 1/4"0 TITEN HD SCREWS OR (2) 1/4" 0 EXPANSION BOLTS. PROVIDE 1 3/8" MIN. EMBEDMENT. PROVIDE 20 GA METAL TOP TRACK ATTACHED ATTACHED TO STRUCTURE W/ 3/8"0 TITEN HD SCREW OR 3/8" 0 EXPANSION BOLTS 0 24" 0.C.. PROVIDE 2 3/4" MIN. EMBEDMENT. c. 2'X4' ACT CEILING GWB HEADER 4" NOMINAL SOFFIT DETAIL J a^ a^ PROVIDE ONE BRACE AT EACH DOOR JAMB, AT EACH END OF RECITE, AND MID SPAN OF RELITE FOR SPANS OVER 8'-0". PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0" TO 10'-0" SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs./P.S.F. RE: CEILING PLAN 4'X4' ACT CEILING 8" CV M iV 2'-6" 12" 3" = 1'— 1,-0" ft P -LAM TRANSACTION TOP PLASTIC LAMINATE COUNTER TOP 1 /2' FULL PIECE SUPPORT 2"X2" ALUMINUM SUPPORT AT SIDE AND BACK WALL INSTALL FLUSH WITH SURFACE OF CLEATS APPLIED SCHEDULED BASE ±6" STEEL SUPPORT BRACKET 24" O.C. MAX. BLOCK AS REQUIRED SEE G/A.9.2 SIM. PX RECEPTION DESK SECTION 1 1 /2" = 1'— 0" HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GROUP 1 SINGLE, STORAGE FUNCTION WITH CARD READER NON -RATED (1) STORAGE FUNCTION LOCKSET (3) EA. HINGES (1) DOOR CLOSER (1) FLOOR -MOUNTED DOOR STOP (1) ELECTRIC STRIKE ACCESS CONTROL SYSTEM (BY OTHERS) SYSTEM SHALL COMPLY WITH INTERNATIONAL BUILDING CODE SECTION 1010.1.9.8 AND ANY LOCAL REQUIREMENTS. CARD READER PROVIDED BY OTHERS. GROUP 2 SINGLE, OFFICE LOCKSET NON -RATED (1) OFFICE FUNCTION LOCKSET (3) EA. HINGES (1) WALL -MOUNTED DOOR STOP GROUP 3 SINGLE, PASSAGE LATCHSET NON -RATED (1) PASSAGE LATCHSET (3) EA. HINGES (1) WALL -MOUNTED DOOR STOP GROUP 4 SINGLE, STOREROOM LOCKSET NON -RATED (1) STOREROOM FUNCTION LOCKSET (3) EA. HINGES (1) WALL -MOUNTED DOOR STOP GROUP 5 SINGLE, ENTRY LOCKSET NON -RATED (1) ENTRY FUNCTION LOCKSET (3 EA. HINGES (1) WALL -MOUNTED DOOR STOP (1) DOOR CLOSER DOOR TYPES co w k WIDTH 1 A BUILDING STANDARD WOOD FRAME FINISH TO MATCH SUITE STANDARD FLUSH S.C. WOOD DOOR FINISH TO MATCH SUITE STANDARD 9 -'r 0 E = EXISTING, MATCH ALL EXISTING CONDITIONS I, WIDTH 1 BUILDING STANDARD WOOD FRAME FINISH TO MATCH SUITE STANDARD FLUSH S.C. WOOD DOOR FINISH TO MATCH SUITE STANDARD DOOR VENT VERIFY DIMENSIONS WITH TENANT REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3' 2018 City of Tukwila BUILDING DIVISION CITY OF TUKWILA JUN 22 2018 PERMIT CENTER Tenant: LIUNA INTERGATE WEST 12101 TUKWILA INTERNATIONAL BLVD STE 300 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 B BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 06.15.18 PERMIT SET 06.22.18 City Electronic Stamp Location Drawn by: MK Project No: 18. Project Manager: RM DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1 a CO ,6" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT, IF CONTROLLER LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. -GENERAL DEVICE ALIGNMENT NTS EXTEND TO 6" FROM T.O. PARTIAL HT WALL PARTITION TYPE AS SCHEDULED 2 1/2" X 2 1/2 X 3/16" STEEL TUBE POST 3/16" ISOMETRIC 2 1/2" X 7 1/2" X 1/4" STL BASE PLATE ANCHORED TO FLOOR (4) 1/2" DIA. EXP. BOLT ANCHORS WITH 2-1/2" MIN. EMBED PLAN 3/4" TYPR 41/ M PARTIAL HT. PARTITION SUPPORT POST NTS LIGHTING SUMMARY LIGHTING CALCULATIONS Lighting`Summary;! I• W e, M1lnelen ,e,e ne,yv Ode em D ienee LGT-SUM e.,eee. 000el olc Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: LIUNA Date Applicant Information. Provide contactinfomlation for individual Mo can respond to inquiries ab out compliance form information provided. Company Nacre: Burgess Design Company Address: 1326 6th Avenue Suite 400 Applicant Nam?: Randy Morgan Applicant Fhone: 206.587.7120 Applicant oil: randym@burgesspnw.com For Building Departrrent Use Project Description ❑ New Building ❑ Addition v❑ Alteration 0 Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systens in addition area comply w ith all applicable provisions as a stand alone new construction project 0 Lighting systems in addition are combined w ith existing buliding lighting systems to derronstrate compliance 0 Addition lscombinedwlth existing: For Interior lighting projects, include new+ existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-iNT-BLD or LTG -INT -SPACE form. For exterior lighting projects, include new+ existing exteriorlighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If projectincludesa combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit maybe combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lightingcontro/s shall be commissioned per C408.3. ❑ No changesare being madeto the interior or exteriorlighting systems and existing space uses and configuration a re not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced 0 0 Less than 50% of existing are replaced Lanp and/or ballast replacement only — existing total wattage not increased 0 0 50% or more replaced- Total lighting pouter of new+ existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new+ existing -to -remain fixturesin Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50%replaced- Total lighting power ofnew + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new+ existing -to -remain fixturesin the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG-EXTform. 50% threshold applies to number of luminaires for interiorspaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New w iring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 New or rroved lighting panel 0 Interior space is reconfigured - lurrinaires unchanged or relocated only 0 New wiring or circuit - For interior ligh ing, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specificlighting controls per C405.2.5. For exteriorlighting, provide required controls per C405.2.7. New or moved panel- Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls perC405.2.2. Reconfigured lnterlorspa ce - Provide all required lighting control sthat apply to a new interiorspace. Application specific lighting control provisions per C405.2.5 do not applyto reconfigured spaces. Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply w ith LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). identifyinterior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Lighting Summary, cont _GT -SUM • • e.,ee0 A upuel IS Project Title: LIUNA Date Interior Lighting System Description Brieflydescribe Interiorlighting system type and features. Lighting will be designed and permitted separatelybyelectrical engineer.through the General Contractor. Interior Lighting Power Allowance Method For Building Department Use • Building Area Method El Space -by -space Method Select method used in project. Interior Lighting Controls n All C405.2.1-C405.2.8Controls i C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) m Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting powershall complywith the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior Iightingfixtures indwellingunits complywith: Q No Dwelling Q C405.2 thru C405.5 Conmercial Lighting Controls and LPA Units [} C406.3 High Efficacy Lighting Q R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commerical provisions. Exterior Lighting System Description Brieflydescribe exteriorlighting system type and features. Office: Enclosed Interior Lighting Space -By -Space Method' LTG -INT -SPACE.. 2015 Washington State Energy Code Co mpliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all Rl Revised August 2016 Project Title: LIUNA . Date Calculation] Area"DTE s New Construction Addition - Addition c near stand alone + ex istng E-•,, Spaces w here<50% of Spacesw herea 50% of SpaceswheretheUse luminaires are replaced tininaires are replaced is changng(C505) For Building Department Use LPA Calculation Type Standard,---, Additional Efficiency Package Option 0 Clear C406.3 Reduced interior Lighting Power To complywith C4063, the Proposed LPD shalt be 25% (ower than the Target LPA. Referto C406.3 for additional.requiren-ents. Maximum Allowed Lighting Wattage NGTE 1 Location (plan #, room#) Space Type Ceiling Height UTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allow ed (w attstft2 x area) Suite 300 Office: Enclosed 1630 0.890 1451 Office: Open plan 574 0.780 448 Copy/print room 347 0.580 201 Corridor: all other 373 0.530 198 Lounge/breakroom all other 366 0.580 212 Storage room 305 0.500 152 Computer room 93 1.370 128 Conference/meeting/multipurpose 390 0.980 382 Lobby: all other 184 0.720 132 Lobby Art/Exhibit Display /Mow ance fromt LTG -INT DISPLAY 14°TE8 Total Area Retail Dsplay 4262 Allowed Watts Allow ance fromLTG-INT-DISPLAY 3305 Proposed Lighting WattageNQTE 3 Location (plan #, room #) Suite 300 Future Description NOTE 4,5,6 2X2 FLUORESCENT DIRECT -INDIRECT UGHT FIXTURE 2X4 FLUORESCENT LIGHT RXTURE 4' SUSFEND® LED LIGHT FIXTURE Number of Fixtures 32 16 25 Watts/ Rxture NOTE 7 40 54 42 Watts Roposed 1280 864 1040 Roposed Retail cisplay Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total AI laved Watts for interior Lighting Total Proposed Watts 3184 Interior Lighting Power Allowance COMPLIES Note 1- List all unique space types per Table C405.4. 2(2) that occur in the project scope. Select space type categoryper from drop down menu. Note 2 - indicate ceilingheight for atriurns and spaces utilizing the cell ing height adjustment per Table C40542(2), Footnotes d thruf. Note 3 - List all proposed lighting fixtures inchtding exempt lighting equipment and existing -to -remain fixtures Note 4- For proposed Fixture Description, indicate fixtue type, lamp type (e.g. T-8), number oflamps inthe fixture, and ballast type(ifirx;luded).For track lighting, list the length ofthe track (in feet) in addition tante fixture, lamp, and ballast inforrration. Note 5 - For lighting equipment eligble for exemption per C4054.1, note exception numberand leave Watts/Fixture blank Note 6 Existing-to-remainfixttrres shall be included in the Proposed Lighting Wattage tableinthe samemannerasnew fixture& identifyas existing in fixture description. Note 7 - For proposed Watts/Fixture enterthe luminairewattage forinstalled lamp and ballast using manufactureror other approved source- For luminaires with screw-in latrp& enterthe manufacturer's listed tmxirrurminput tvattage of the fixture (not the /amp wattage)- For low voltage fighting, enter the wattage of the transformer. For line voltagetrack/buswaysystems, enterthe fargerofthe attached luninairewattage or50 watts/lineal foot, or enterthe wattage limit of permanent cun-ent t limiting device. Note 8 - Lob byArt/ExhibitDisplayAflavance is independert of the MaxirrxtmAflowed Lighting Wattage. Note 9 - CalculationArea Details: a Lighting fixtures in abtnldingaddition may complyasastand alone project, orthey may becotrbinedwiththe overall existirgbuikling lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and buildingadditicns, provide Space Types andgross interforareas in the MaxirnumAfiowed Lighting Wattage table. ifa btrilding additionwitl complyas corrbined with the overall existing binding lightng systems, inc hide all applk;abie existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total ex istinglighting wattage (priorto alteration) in the spaceprovided in the MntrinwmAflrxvarl i inhtinrWnttnna tahra 12 GA. BRACING WIRE A SEISMIC COMPRESSION STRUT 12'-O" 0.C. MAX. IN EACH DIRECTION AS NEEDED. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7-10 SEE NOTES ON 'M/A.9.2. USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. C ACT SEISMIC BRACING DIAGRAM M Rd- —H IIIIIIIIIIilllll 1111111111111111111111111111 CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED TRANSITION STRIP: X" STAINLESS STEEL SCHLUTER STRIP TILE FLOOR AS SCHEDULED 1THRESHOLD @ CARPET TO VCT. r‘ u 0 3 6 12 NTS 3„_1>'_0” VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCE/p SOURC S PER HIERARCHY: IBC INTERNATIONAL BUILDING COD ), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, C 636, E580JE, M580 , AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7-10) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA . PARTITIONS THAT ARE 11ED TO THE CEIUNG AND ALL PARTI11ONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER ASCE 7-10 SECTION 13.5.8.1. ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASTM E580 SECTION 5.1.1. CEIUNG LESS THAN OR EQUAL TO 144 SQFT AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASTM E580 SECTION 1.4 e THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS, PER ASTM E580 SECTION 3.2. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' 0.C., PER ASTM C 636 SECTION 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASTM E580 SECTION 5.2.8.6 LATERAL FORCE BRACING CEILING CONSTRUCTED OF SCREW OR NAIL ATTACHED GYB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10 SECTION 13.5.6.2.2 EXCEPTION 2, ASTM E580 SECTION 1.7. CEILING AREAS OF 1000 SQFT OF LESS SHALL BE EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASTM E580 SECTION 1.6. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACING SHALL BE 12' 0.C. MAX. AND BEGIN NO FARTHER THAN 6' FROM WALLS. ASTM E580 SECTION 5.2.8.2. SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. ASTM E580 SECTION 5.2.8.2. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2 WHICHEVER IS GREATER PER CISCA ZONES 3-4. POWDER ACTUATED FASTENERSPAP'S) WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, F SHALL HAVEAN ICC—ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES 'SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM THIS REQUIREMENT (VERIFY THIS WITH THE LOCAL JURISDICTION). SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. ASTM E580 SECTION 5.2.8.2 RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASTM E580 SECTION 5.2.8.4. CEILING WITH PLENUMS LESS THAN 12" TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING (VERIFY WITH THE LOCAL JURISDICTION). VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. VERTICAL STRUTS MUST BE POSff1VELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTM E580 SECTION 5.2.8.2. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES ARE REQUIRED TO HAVE A HORI QNTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, E OTHER END SHALL HAVE A 3/47CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASTM E580 SECTION 5.2.2. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A OINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE FRID AND INDEPENDENTLY SUPPORTED AND LATERALLYBRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS. PER ASTM E580 ASTM E 580 SECTION 5.2.3, SECTION 5.2.9.1. SPREADER BARS TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH WALL PER ASTM E580 SECTION 5.2.4. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE SPREADER BARS. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636 SEC11ON 2.1.4.. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4' 0.C. OR 10 GAGE SPACE 5' 0.C. PER ASTM C 636. SECTION 2.1 ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3-4. POWDER DRIVEN FASTENERS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTAINENCE OF ALL OTHER REQUIREMENTS. (VERIFY WITH LOCAL JURISDICTION) TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WiTH A PERIMETER WIRE. PER ASTM E580 SECTION 5.2.6. WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580 SECTION 5.2.7.4. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580 SECTION 5.3.4. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS. THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580 SECTION 5.3.5. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS PER ASTM E580 SECTION 5.3.6 PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580 SECTION 5.3.7. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. .MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580 SECTION 5.4.2. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED HANGERS. PER ASTM E580 SECTION 5.4.3. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F. A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10 SEC11ON 13.5.6.2.2 b. THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF " e IN LIEU OF SEISMIC SEPARATION JOINTS THE CEILING MAY BE DMDED INTO AREAS LESS THAN 2500 SQUARE FEET BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. ASTM E580 SECTION 5.2.9.1.. SPECIAL INSPECTIONS VERIFY WITH LOCAL JURISDICTION WHICH SPECIAL INSPECTIONS ARE REQUIRED. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENTRA110NS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEIUNG TILE, TO ALLOW FREE MOVEMENT OF AT LEAST 1 IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580. Tenant: LIUNA INTERGATE WEST 12101 TUKWILA INTERNATIONAL BLVD STE 300 TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 B BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal EC ,,TEPE5: CIiiTtCT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 06.15.18 PERMIT SET 06.22.18 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3` 2018 CI BUILDING DIVISIO City Electronic Stamp Location RECEIVED CITY OF TUKWILA JUN 22 2018 PERMIT CENTER 'Drawn by: MK Project No: 18. Project Manager: RM DETAILS / LIGHTING SUMMARY & CALCULATIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.2