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HomeMy WebLinkAboutPermit D18-0213 - LEO STELLA - 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. D18-0213 LEO STELLA 12501 E MARGINAL WAY S THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemption (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION Rr1 Explanatory Description StatutelRule 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 81 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 — required to apply for a driver's license or RCW DR3 Driver's License. — RCW 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) LEO STELLA 12501 E MARGINAL WAY S D18-0213 Parcel No: Address: 0 City of Tukwila e 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 7345600580 12501 E MARGINAL WAY S Project Name: LEO STELLA Permit Number: D18-0213 Issue Date: Permit Expires On: 9/6/2018 3/5/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: INTERNATIONAL GATEWAY EAST 12201 TUKWILA INTRNTNL BL 4TH , SEATTLE, WA, 98168 RANDY MORGAN 1326 FIFTH AVE SUITE 400 , SEATTLE, WA, 98101 SABEY CONSTRUCTION INC 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 SABEYCI033KM SABEY CORPORATION 12201 TUKWILA INTL BLVD 4TH FL , SEATTLE, WA, 98168 Phone: (206) 587-7120 Phone: (206) 281-4200 Expiration Date: 1/12/2019 DESCRIPTION OF WORK: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, SIDELIGHTS, CASEWORK, FINISHES. A SMALL PORTION OF THE SLAB WILL BE REMOVED FOR A DEPRESSED SLAB AREA. Project Valuation: $1,400,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $17,922.81 Occupancy per IBC: F-1 Water District: 125 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: A)A3It'c. Date: ! ` Y `'f g/ 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 p1141 ' and ag e to the conditions attached to this permit. Signature: Print Name: Date: 9 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: 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 8: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 11: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 12: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in 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) 13: 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) 14: 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) 18: 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) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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). 19: 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. 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***BUILDING PERMIT CONDITIONS*** 28: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 29: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 30: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 31: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 32: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 33: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 34: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 35: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 36: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 37: 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. 38: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 39: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 40: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 41: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 42: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 43: 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. 44: 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. 45: 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). 46: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 47: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 48: 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. 49: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0603 ROOF/CEILING INSUL 4037 SI -CAST -IN-PLACE 4000 SI -CONCRETE CONST 4036 SI -DRIVEN DEEP FOUND 4046 SI-EPDXY/EXP CONC 4034 SI -METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4035 SI -SOILS 4026 SI-STRUCT STEEL 4004 SI -WELDING 0406 SUSPENDED CEILING 0601 WALL INSULATION 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. Project No. k)1 8-0)-13 Date Application Accepted: 7 3--/ Date Application Expires: (For office use only) -19 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: 12501 East Marginal Way South King Co Assessor's Tax No.: 7345600580 Suite Number: Floor: 1 Tenant Name: Leo Stella 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 New Tenant: 0 Yes ❑..No ARCHITECT OF RECORD Name: Sabey 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 Name: Sabey Address: 12201 Tukwila International Blvd. 4th Flr Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Sabey Address: 12201 Tukwila International Blvd. 4th Flr City: Seattle State: WA Zip: 98168 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ I/4"00/ 000.00 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Non -Structural interior tenant improvement. work includes non-structural demolition, new partitions, dors, sidelights, casework, finishes. A small portion of the slab will be removed for a depressed slab area. Will there be new rack storage? ❑ Yes E.. 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? Q Yes ❑ No If "yes", explain: Change from 'B' to 'F-1' FIRE PROTECTION/HAZARDOUS MATERIALS: Q Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Linc\2011 Applications\Permit Application Revised - 8-9-1 l.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 1stFloor19,262 19,262 0 'B'/'F -1' 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? Q Yes ❑ No If "yes", explain: Change from 'B' to 'F-1' FIRE PROTECTION/HAZARDOUS MATERIALS: Q Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Linc\2011 Applications\Permit Application Revised - 8-9-1 l.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 111 .. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements O ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation 0 .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance O .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut 0 .. Looped Fire Line Domestic Water O ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size .. " ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public 0 55 WO # WO# WO# Private 0 Private ❑ 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City Slate Zip H:Wpplications\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 PENALTY OF PERJURY BY BUILDING OWNER Signature: Print Na I E READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER AWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. andy Morgan AGENT: Date: 06/20/2018 Day Telephone: (206) 587-7120 Mailing Address: 1326 5th Avenue, Suite 400 Seattle WA 98101 City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila fel DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK D18-0213 Address: 12501 E MARGINAL WAY S Apn: 7345600580 $67.83 $67.83 DEVELOPMENT ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 $67.83 Date Paid: Paid: Friday, December 14, 2018 Paid By: BURGESS DESIGN INC Pay Method: CHECK 016091 Printed: Friday, December 14, 2018 8:40 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $67.83 D18-0213 Address: 12501 E MARGINAL WAY S Apn: 7345600580 $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R15945 R000.345.830.00.00 1.00 $67.83 $67.83 Date Paid: Friday, November 30, 2018 Paid By: BURGESS DESIGN INC Pay Method: CHECK 016146 Printed: Friday, November 30, 2018 2:45 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $11,079.53 D18-0213 Address: 12501 E MARGINAL WAY S Apn: 7345600580 $11,079.53 DEVELOPMENT $10,553.12 PERMIT FEE R000.322.100.00.00 0.00 $10,528.12 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $526.41 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15341 R000.322.900.04.00 0.00 $526.41 $11,079.53 Date Paid: Thursday, September 06, 2018 Paid By: SABEY CONSTRUCTION INC Pay Method: CHECK 55865 Printed: Thursday, September 06, 2018 11:19 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID D18-0213 Address: 12501 E MARGINAL WAYS Apn: 7345600580 $6,843.28 DEVELOPMENT $6,843.28 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14942 R000.345.830.00.00 0.00 $6,843.28 $6,843.28 Date Paid: Friday, July 13, 2018 Paid By: BURGESS DESIGN Pay Method: CHECK 015833 Printed: Friday, July 13, 2018 1:55 PM 1 of 1 SYSTEMS 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±-0 S 4Lu.4PX/ Type of Inspection: 1,L,I dco&(,- Address: a314 67//41.44e— 14/4e1 Date Called: Special Instructions: ate Wanted: -19 m. p.m. Requester: ra50 Phone No: %.391 OW AlApproved per applicable codes. D Corrections required prior to approval. COMMENTS: 11(5 l (NAL -741, Inspecta39 s_ % ��/1,/%� DatesL/_Zo/ 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 be rzij� Project: 4:0 ..572'-2-4 Type of Inspection: f //U4 Address: /Z5-41 E- /%% i ti+ %'W Date .1,Special Instructions: ate Wanted: /- fill a.m. p.m. Requester: Phone No: 244' 39/ e7p i pproved per applicable codes. Corrections required prior to approval. COMMENTS: 0-r j\ --10906l/ Q Inspector:".., Date: l V/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. n 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: ,%� L --€O cC 1114- Type p of Inspecting: (J�-.4a11141 Z / (� '�''� Address: f % v �c �/91'Y % cC �zrtatf -�(J /�'� t `. �t�S C_ I I I Special Inst 7rucgns: Date Wanted:.m. /— 3 - Zof , p.m. Request Phone No: 206' 39 /— 87'f Approved per applicable codes. Corrections required prior to approval. COMMENTS: r SCAvn iipegsfrat $CA SR��t 1 G 1 ..� It �' "r • iF ZJ4'L- ,1//Ji(Lci 0.1 cs S/ r , Inspect Date: /"3- r- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. FINSPECTION RECORD Retain a copywith permit N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: I2 SimN1 Type of Inspection: Address: ' F /y oi„,4t. 14J Date Called: s. Special Instructions: to Wanted: /-3 -1 p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: - or�rections required prior to ap V fi:eit-Mitte_ e..)(014xilyt te)14 izoatyl lnspecto .cL fir_ '��C CMC7-4._ Datets ()/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. co 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: / _ lam€ S4 &Lc __ T e of In p cation: 1 r_._ 1u1 rL (A 1 i, F/ rQ'L ' / r'! Cawvt / Address: 12.5 £z 1'1 irmi , e c \ .. ��J igymr i .%r eof i 1 Special Ins u tions: (� ( Date Wanted: f6-3 / - 20/g1 a.m. Requ ter: /) ,. r,, J �� Phone /No: %�/ _ 2061 -3/9 / g 70/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4— , `d (A 1 i, F/ rQ'L ' / r'! Cawvt / CPO U—�� G� f 1)4 ,�c w ��J igymr i .%r eof i 1 -t— ' drIENIMEIF ,� , /'/ i - 0o q • 0vur Iwner s r.wimip:%iraref/�wdl♦ F /EfflL j r r Riarirr re.f PA ila MIME IMSIS MI I NW Inspector/ 1, 4— , `d 4 CPO 0,12 , REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be piceiS paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s /�.� ?O �� a-1-' C�--I r .p Sig 4Q ,PS . CCi L —v nn r0/ / i, C I' 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: L7 5'7E.4q- Type of Inspection: 771%/kk Address: /Z501 %'I 4I�iL. .4417 Date Called: Special Instructions: Date Wanted: /2-Z', p.m. Requester: R:1 Phone No: 20 ` 31 670/ Approved per applicable codes. t_.! Corrections required prior to approval. COMMENTS: �m✓` 1-10c(--- f ,'tk( 1 c,‘7 .14•11.Ir 2 Inspector: Date: )2--2-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP'CTION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 rr < b!e -oz/3 Project: Lr o SrARu-#exhi1/G Type of Inspection: Address: /Z5o/ S /nfia4lA/R- ��f Date Called: Special Instructions: /Date Wanted: fz-#-ig a.rn. p.m. Requester: Phone No: ❑ Approved per applicable codes. COMMENTS: ,�� /f‘l o approval. c-Jor I -LS t'13" 1,,e,woutte Sicto 0 2. Cr.a5e- cda/k dti,vO/nwfii ypi-AJed p4-ctfr6 • Date: %Z� Inspector: 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 tai -t3 Project: leo. -Tz�c i Type of Insspe tion: 4r L ay/144e Address: /LSO/ 5 sheleGi/ ti/tyl Date Calle Special Instructions: ate Wanted: a.m. p.m. Requester: "066&7- PhoneNo: 2O& 39( e70/ ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Lel•' - -L R v o Y-rLY✓ v9 ISI ,' J l J , / /r �r SSS/h� GY�`1'� Naf— �r t C1lis feer ots'fAaA,2- 2) 3t9;19(1141fi-/1-: '‘Iel'i 't CC ozbiL ---)Y _ Insp ctor t / rate: ...ef r /any 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 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Gc2 S i4..9 Type of Inspection: bv5Pli.Abi 46.11 Address: /Z5af r/ 4ii✓olt-- 144 Date Called: Special Instructions: 7Date 0103 / WA/tit Wanted: t:/•-/ G • 18 p.m. Requester: /� Phone No:Or' 2D6 3f lg771 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: J!/ ,?fiE!J zer4n%4$ht ri) - k4k, v yl-ppv-tArmc r ryt //7, inspector: cg ,rate:///26/z..a, 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 Pdcct:��pt ( Typt of () '- uUU"'1QQ Aes:Address: 12501 £ f'114 -1.L CAL jae ,StkAi-�, Special Instructions: /Date Wanted: 11-�S-Zols-- pm. Requester: Phone No: ElApproved per applicable codes. LJ Corrections required prior to a. proval. COMMENTS: `S�,/ u CP 4 -ret 4-rPoolen 120 t / Inspector: DP -76e 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: LED S'i,-4_1=A Type of Inspection: .4,4-rr�ayf' Address: /2 / 11/MSO/Pe Date Called: Irli!'4k Special Instructions: Date Wanted: �,/ / ..2 `�yJ c�• a.m. p.m. Requester: Phone No: rroved applicable codes. 1, pproved Corrections required prior to approval. COMMENTS: „ax€,D AirOs c,0 "944/-s" ,VPFta✓€p -qiRs5u e Inspector: Date: -/e 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 TDt8-0213 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proiect: L&o Sfe-LL/4t Type of Inspection: F.RAMIN6 Address: /250/ F. M,4-r�ry i r►,a.c. Date Called: Special Instructs ns: S IS t', /61`‘8'4 '/`QaW4vI ( ratihttS g//b/� Date Wanted: PO -2 Li - 20 t8' pri..it Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Inspector:Zap Date:/O zy _ / 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 Dar-Cal3 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: LL'O 57X2Jf _ 1411406..., Type of Inspection: 6 Address: 1.26x/ h-; /0/t,- WA-)' Date Called: Vi064, s ice, ► -2,/ 12Z 7 it*A / Special Instructions: ato 5 J Date Wanted: 1 b-1$-ifit a. . pm• Requester: Phone No: pproved per applicable codes. L Corrections required prior to approval. COMMENTS: ©6 _ 1411406..., eSW-608,,ai<-- 1645V 776AI Vi064, s ice, ► -2,/ 12Z 7 it*A / 3 f AY) /07 115 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (6) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DcLtgl Project: LLc 57X21.4 - Type of Inspection: Ato,11s ! 22,, * LJ 7 tall -I t 041 69 Address: /250/ Ls7 41~/Wit dr' Date Called: Special Instructions: 4,11M.L ACaff77O4/ Date Wanted: /d /7/6 m: Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: g. Ato,11s ! 22,, * LJ 7 tall -I t 041 69 Aoofr 4$ 12 / Sadi /f t)A-i a.iV 1-% Inspector: Date: /x7"718 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,c1) 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 Ji/8-02/. Project:L co S /atl9 Type of Inspection: Frr14rd1 I IJ Q, Address: 12501 t. /4444,.. G % Date Called: (/ Special Instructions: 0 Date Wanted: ,/0-/5=2.Dg a.m. p.m. RequesteQi Ph Phone No: SDG -SSZ=3320 EjApproved per applicable codes. Corrections required prior to approval. CO S: n - 4f3le 0Y-Gte.f. bt}44,& kAMIt dA✓ Date: lc is --2 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. IN INSPECTION RECORD Retain a copy with permit NO. PERMIT NO. big-dz /3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 he°Sid (C. Typ tioProject: 4 5416 .. s Address: 12S/ Date Called: Special Instructions: 0 Date Wad JO/9 JZ r%/g m a.. p.m. 'Requ ster Phone No: gt, pproved per applicable codes. 0 Corrections required prior to approval. M MATS; "472 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 118' -02,13 Project: Zti`c Type of Inspection: /b10AI,D/ ^Tlc&t WALL— .S7z' Address: 123-0/ sr. f4/ Q t wfi Date Called: Special Instructions: Date Wanted: to -i0 -/al p.m. Requester: Phone No: El Approved per applicable codes. Corrections required prior to approval. COMMENTS: P4R/Wr - o,z cw Inspector: Date: /6 7/6 Z� 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 D/80213 Project:60 14. �T Type o Insp do :an tA/ n Address: -Hate /2,51,/ Z ("1' ivw�� Cdtted. 5 , Special Instructions: (/ 4, 00 Pio- to Wanted: a.m 2 ^ .nyr .-------_ Requester:�� S rileer Phone No: INApproved per applicable codes. L Corrections required prior to approval. COMMENTS: ($,-KiJZ Pi (tvot001-167--1 LAD,4c.s *OK ro Inspector: 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 INS' ION NO. big- 0213 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Li,..../41Type of I . ectionv Address: 250F nil- L 0 0 0 IJ N I; Di PM PK -K- 11)etr—�1-edc- S' Special Instructions: Nj Date Wanted: a.m. Requesx�c� �11_��. r P +� IY//1 r , Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS irk , p 0 0 0 IJ N I; Di PM PK -K- i Al4 i33#0/14 Piti "-(r) //)16v- u-) b79--1- E tik7, — c/c ft S . J' . —0/c pOLI re4- .. Inspector: 2(OQ Date: 2 % 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 Dig -oz J3 Project:, cs4rj / Type of Ins M.fleb.17 q -�- /VC// Ork Address: - /250/ ff. / IA -t Date Called: �,0 r jir Special Instructions: Date Wanted:9 2e7 z_ 1 -1 a.m. p.m. Requester: � le�%,, Phone No: WC T /�C� /T8 7o/ IX �I Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS:= i/to_e4C__0-1-eAtVery-'- c:s 4P Neisi- 3 vtocf- IrC414-K ph6WW-/-,oyt 1:5 cad— 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 L) I --- O 2 (- Person: Special Instructions: Phone No.: I - S —1 f -i! - Pre -Fire: Permits: PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: j� � �` / / _ Type of Inspectio�n.:� �-.7 Address:Contact Suite #:(2� 1 Eyyi Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 7 Fire Alarm: 7 Hood & Duct: Monitor: // Pre -Fire: Permits: Occupancy Type: (-)i, (o -/f/1 1)k,,A-e--(5) 2 k ,macck (tcG, i 01A C , IV LC (-e-)r ;2f L--, Needs Shift Inspection: Sprinklers: 7 Fire Alarm: 7 Hood & Duct: Monitor: // Pre -Fire: Permits: Occupancy Type: Inspector: f h C q Date: ( 1 1 1 "70 c< 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 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit !)fS -9?/3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ZO Skil a ► Type of Inspev6-7 Address: / Suite #: `!- / �� Contact Person: Special Instructions: rnit4 - 615Li kii-ei 614s2/4Lai O/ Phone No.: )J<Approved per applicable codes. Corrections required prior to approval. COMMENTS: ► Sprinklers: Fire Alarm: \ /ik_ 7-6 (,ive-V--- 1 rnit4 - 615Li kii-ei 614s2/4Lai O/ . 3 Permits: ---- _ vp1../ e a,1,1 lead ral ,_-- H 1 Py0 (Le. t i.e d Needs Shift Inspection: ► Sprinklers: Fire Alarm: \ Hood & Duct: Monitor: Pre -Fire: Occupancy Type: 3 Permits: Inspector: ityvi C L Date: /Liz Z /f < Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 C R 1 e n C3i n e e r s D. grid box 30797 r).Zseattle 98113 IGE / bldg IIb [ Leo Stella TI ] 12501 East Marginal Way South Tukwila, WA Structural Calculations FJLC REVIEWED FOR CODE COMPLIANCE APPROVED AUG 282018 City of Tukwila BUILDING DIVISION August 16, 2018 [ 180044.10 ] CORRECTION LTR# RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER (8O213 Table of Contents Cover Sheet Table of Contents Executive Summary Layout Info/Loading Appendix A Appendix B grid box 30797 seattle 98113 Cutsheet Information Site/Geotech information 1 2 3 4 c.11 c.i6 Executive Summary The structural scope is the Tenant Improvement of the IGE Building Iib lower floor to support the operations for Leo Stella. Details call out the installation of an equipment pit to hold a testing table for products produced at the facility. The floor of the equipment pit is lower than the main floor (approximately 3 feet) so the testing table of the equipment is approximately even with the existing floor. Around the equipment pit is a raised walkway (solid surface) that is flush with the existing floor (installed in field with bolted parts after the user -installation of the equipment in the pit). The walkway has the option to be partially/fully dis-assembled, as needed, by the user for equipment maintenance/cleaning. See AppendixA for general user installed equipment information. See AppendixB for site information and Geotech recommendations for the site. The structural design is in accordance with the 2015 IBC with SBC 2015 amendments and A7-13/16 design loads. grid box 30797 seattle 98113 3IPage Layout Info / Loading A grid box 30797 Q seattle 98113 StructuralRe I CI engineers s e a t t 1 e, w a 206.88.1-4 000 Lso C Q nDD.I tB structuralFR I CI engineers s e a t t I e, w a a 06,8 8 L-+000 g $08 •l S��S 8 t C•Z��4t'S•'S��L� i° (IbX ll?s s fp R 1 O structural engineers s e d t t I e, W d 206, 62 B,L-1 OO O Leo`rt�L 4'134 5445 ICY( i,otfan V Atorifft2 11e,�A 12114 11204 (') 412 (02" o•�•� kayeAa. Zlr • 4 Lt. is � M„ � 201•= IA 04 fat elaseftesi v +6 G2 l2 " GSC.• dost L16t' iceAT c.7 C-� R I CM structural engineers s e a t t l e, w a 206.838.1-1 000 ao 0044. lo mss. is. is ti g jar[ l,A1)a1 - totlgs CA 21' iTevto 4 11.0' k. k 19' 4" 2t3.5o x . = 42 -54 - tutus (lv►i)(3)(.10(2 •t 4' '4 2.0. 4 4- Vt4terCtafei7 2j. ;W elL6V 46.eb- La& / ptte _ ata 4`'/b - 11.3 6/p'1g (.4 12'`fp►1e- vise. b 1rtlyl. Ptiss MT chi10trecTlzw.M Too . Z i c.8 R I o s t r u c t u r a l engineer s s e a t t l e, w a 206.828.E-1000 Leo ev-ret.14 t2,0v,44.Io $d$. IS 43 ebBJkjsv MJA.1G14AY ,L p •col. -nA0 LOLL = ,(3.5' )/z 6 Cot., p,= (1%.51'''3.51(s•5) -• (+45 3.5 2 i Z i 7.13g, 4 3.14 11•ba IsIe. Col. D, TitAl2, fvf.. (AWLS' Peo, tret t AcM G lam• caeo S --� _ (1v v )( loo Kr 411. 4. to 4471. a sig Wit; 2c2xy4tc/A Us , S!$ 1cs1 r •�l� • WO: [1-7—Tist. = tti\ .5 6.0)(31") = sl • VI Q � 4. �-. 6 Y Pa C h N C Asa)C414,44i g, z2.4c Lti c.9 tAitt= P/A = % �"�o.�.. v 2,.xy4 . structural engineers s e d t t 1 e, w a c'06,BB,1-100 0 Loo 1>e eXt\iMrrAb ►.IMxvAkP 1.4 T1u+• X leo su.+ Iosit) .121 16/A aimummat 1°W fi 3' �. t !2z S)cr `rr,w. 2,A .411/41 12 l2 1% 1.o6. ('/16)(Zt te41l( 6-1) k.vse. Lis2,04sYi ihstAbzwi <1St M i J1 rrrAk► !T — c.10 1 Appendix A Equipment information grid box 30797 'cattle 98113 PRODUCT DATA LDS V8900 Shaker High -Force Electrodynamic Shaker The LDS® V8900 shaker is ideal for vibration and mechanical shock testing using sinusoidal, random or transient excitation. Systems are available in various forms to meet customers' exact requirements, for example: Lin -E -Air trunnion -mounted with a body rotation gearbox; combined with a horizontal hydrostatic slip table. Trunnion -Mounted V8900 Shaker V8900 Combo -Mounted Shaker with HBT Slip Table Trunnion -Mounted Shaker Specification (for combo performance contact your local Bruel & Kjaer representative) Performance Parameters Armature Diameter 440 mm (17.3 in) Sine Force (peak)1 80.0 kN (17984 Ibf) Overturning Moment Restraint 3.0 kNm (26552 Ibf in) Max. Acceleration (sine peak)1 980.7 m/s2 (100 gn) Random Force (rms)2 76.2 kN (17130 Ibf) Max. Acceleration (random rms) 686.5 m/s2 (70 gn) Max. 4 -Sine Peak Shock Force2 160.0 kN (359691bf) Velocity (sine peak) - Full Fields 1.8 m/s (70.8 in/s) Displacement 101.6 mm (4.0 in) Usable Frequency Range3 5 Hz to 3000 Hz Internal Load Support Capacity 800 kg (1763 Ib) Recommended Amplifier LDS XPA88K or LDS XPA128K The force,velocity, and acceleration parameters detailed here are based on the shaker when driven by the recommended LDS XPA-K amplifier. 2 Random and shock ratings assume an mw payload as specified byI505344; shock pulse 2 ms. 3 Force will be reduced above 2200 Hz dependant upon payload and payload fixture dynamic response. Characteristics Armature Resonance (fn) 1800 Hz (nominal) Lin -E -Air Body Resonance < 5 Hz Suspension Axial Stiffness Nil Suspension Cross -Axial Stiffness 28.6 kN/mm (6429 Ibf/in) Suspension Rotational Stiffness 94.5 kN m/rad (69699 Ibf ft/rad) Shaker Body Mass 4100 kg (9038 Ib) Effective Mass of Moving Element: 17 Raised (hex) Inserts 77.5 kg (170.9 Ib) 29 Raised (hex) Inserts 79.0 kg (174.2 Ib) Stray Magnetic Field:4 No Degauss Coil < 10.0 mT (100 gauss) With Degauss Coil < 1.5 mT (15 gauss) Theoretic maximum, measured 150 mm (6 in) above table, full -field, at normal operating temperature. Bruel & Kjaer Typical V8900 Vibration Test System Equipment Connections A - Amplifier (requires 3-phase supply) 1 - Vibration drive signal from controller to amplifier 8 - Vibration Controller (requires 1 -phase supply) 2 - Feedback signal from accelerometer(s) on armature/payload C - Data Acquisition Unit (requires 1 -phase supply) 3 - Oil supply (and return) for V8900 hydrostatic bearing D - Pedestal Control Unit (requires 1 -phase supply and 6.9 bar air supply) 4 - Cooling fan on/off control from pedestal control unit E - Hydraulic Pump (requires 3-phase supply) 5 - CANbus between amplifier and pedestal control unit F - Accelerometer(s) 6 - Armature drive power and field coils power from amplifier G - V8900 Shaker 7 - Interlocks, centre position control, and load support control H - Cooling Fan Starter Box (requires 3-phase supply) 8 - Air supply for LIn-E-Air and load support I - Cooling Fan 80 A rms (sine and random) per 8 kVA increment (up to 800 A rms maximum) XPA-K Amplifier Specification Amplifier Parameters 110 ka input termination and rated resistive load connected. 2 Amplifier Physical Characteristics LDS XPA88K LDS XPA128K Power Range 88 kVA (nominal) 128 kVA (shock) Signal -to -Noise Ratio Typically > 68 dB wrt to 100 V rms outputs Input Impedance 100 kr) (nominal) Total Harmonic Distortion 0.5 to 0.8 % at rated output into rated resistive load Input Sensitivity Nominal 1.0 V for 100 V rms output Switching Frequency 150 kHz Rated Output Voltage 100 V rms (sine) Continuous Output Current 80 A rms (sine and random) per 8 kVA increment (up to 800 A rms maximum) Full Power Bandwidth 20 Hz to 3000 Hz Transient Output Current 240 A peak per 8 kVA increment for 100 ms (128 kVA chassis limited to 3840 Amps peak for short transient tests) Module Efficiency 93 % Modulation Range d.c. to 10 kHz Protection Integral protection to prevent output devices from working outside their specification limit 110 ka input termination and rated resistive load connected. 2 Amplifier Physical Characteristics A c.13 LDS XPA88K LDS XPA128K Dimension A 1905 mm (75.0 in) 1905 mm (75.0 in) Dimension B 1200 mm (47.2 in) 1200 mm (47.2 in) Dimension C 824 mm (32.4 in) 824 mm (32.4 in) Weight 1100 kg (2425 Ib) 1160 kg (2557 Ib) A c.13 Shaker Physical Characteristics Trunnion -Mounted V8900 Overall Dimensions Turning Radius 814 mm (32.0 in) 1931 mm (76.0 in) 1325 mm (52.2 In) Dimension with body in mid-position and includes height of Jacking pads. Standard Ancillaries V8900 Armature Inserts 17 raised inserts, stainless steel, M8, M10, or 3/8 UNC 1 insert at centre of armature 8 inserts on 203.2 mm (8 In) PCD' 8 inserts on 406.4 mm (16 in) PCD' 29 raised inserts, stainless steel, M8, M10, or 3/8 UNC 1 insert at centre of armature 4 inserts on 101.6 mm (4 in) PCD' 8 inserts on 203.2 mm (8 In) PCD' 8 inserts on 304.8 mm (12 In) PCD' 8 inserts on 406.4 mm (16 In) PCD' ' PCD = Pitch Circle Diameter Pedestal Control Unit — Emergency Stop — Lin -E -Air Control — Armature Position Indicator — Internal Load Support Control — Internal Load Support Pressure Display Pedestal Control Unit Physical Characteristics Dimension A 1066 mm (42.0 in) Dimension B 410 mm (16.1 in) Dimension C 510 mm (20.1 in) Weight 28 kg (62 Ib) Shaker Hydraulic Pump A Shaker Hydraulic Pump Physical Characteristics Dimension A 840 mm (33.1 in) Dimension B 545 mm (21.5 in) Dimension C 445 mm (17.5 in) Weight (empty) 50 kg (110 Ib) Shaker Cooling Fan Cooling Fan Physical Characteristics Slip Table Hydraulic Pump (combo system) A Additional hydraulic pump required for combo systems Slip Table Hydraulic Pump Phys'cal Characteristics Dimension A 50 Hz Fan 60 Hz Fan Dimension A 1169 mm (46.0 in) 1118 mm (44.0 in) Dimension B 996 mm (39.2 in) 946 mm (37.2 in) Dimension C 979 mm (38.5 in) 979 mm (38.5 in) Weight 458 kg (1010 Ib) 400 kg (882 Ib) Slip Table Hydraulic Pump (combo system) A Additional hydraulic pump required for combo systems Slip Table Hydraulic Pump Phys'cal Characteristics Dimension A 1021 mm (40.2 in) Dimension B 650 mm (25.6 in) Dimension C 654 mm (25.7 in) Weight (empty) 75 kg (165 Ib) System Specification Environmental Data Working Ambient Temperature Range: Shaker +7 to 30 °C (+45 to 86 °F) XPA88K/XPA128K Amplifier +5 to 30 °C (+41 to 86 °F) Maximum Acoustic Noise at 1 m (3.3 ft) Distance:' Shaker 110 dBA XPA88K/XPA128K Amplifier 78 dBA Cooling Fan 106 dBA Total Heat Dissipation: Shaker to Air (from body) 3.4 kW XPA88K Amplifier 10.5 kW XPA128K Amplifier 12.4 kW Cooling Fan 80.0 kW Cooling Airflow: Shaker via Cooling Fan 1.75 m3/s (3708 ft3/min) XPA88K Amplifier 2.50 m3/s (5297 ft3/min) XPA128K Amplifier 2.90 m3/s (6145 ft3/min) Maximum acoustic noise levels do not take into account any noise that may be generated due to payloads attached to the vibration testing system. Safety Complies with the following EU directives: — Machinery: 2006/42/EC — Low Voltage: 2014/35/EC — EMC: 2014/30/EC — Designed in accordance with EN 61010-1:2010 Electrical and Compressed Air Supply Maximum Input kVA: XPA88K/XPA128K Amplifier 76.36 kVA Cooling Fan (during startup) 75.00 kVA Cooling Fan (steady state) 47.28 kVA Pedestal Control Unit 32 VA Shaker Hydraulic Pump (50 Hz) 1.83 kVA Shaker Hydraulic Pump (60 Hz) 2.19 kVA Slip Table Hydraulic Pump (50 Hz) 2.50 kVA Slip Table Hydraulic Pump (60 Hz) 3.03 kVA Voltage 3 -Phase (standard) 380 to 480 V, 50/60 Hz Compressed Air Supply 6.9 bar (100 lbf/in2) Brae' & Kjwr and all other trademarks, service marks, trade names, logos and product names are the property of Briiel & Kjwr or a third -party company. Br0el & Klaer Sound & Vibration Measurement A/S DK -2850 Nwrum • Denmark • Telephone: +45 77 41 20 00 • Fax: +45 45 80 14 05 www.bksv.com • info@bksv.com Local representatives and service organizations worldwide Although reasonable care has been taken to ensure the information In this document Is accurate, nothinghereln can be construed to Imply representation or warranty as to its accuracy, currency or completeness, noris it intended to form the basis of any contract. Content is subject to change without n otice — contactBrOel&Kjaer for the latest version of this document. Although reasonable care has been taken to ensure the information in this document is accurate, nothing herein can be construed to imply representation or warranty as to it's accuracy, currency, or completeness, nor is it Intended to form the basis of any contract. Content is subject to change without notice — contact gruel and Kjwr for the latest version of this document c.15 ® Bre & Kjaer. All rights reserved t0 O 11111111111131111111111111111 Appendix B Site/Geotech Information grid box 30797 seattle 98113 Wage c.16 X g:. -.a601 AVFNUE aouri, CO AV&tJixouni 36111 0 -4 0 0z 2 m 0) 0 710 -‹ 0 m 71 DI -1* 0 7M d z Z 02 20 - if if 1 1 ii SABEY CORPORATION 11.121111.1.1111_1,11LILI111__ i i I. EOM nanaorm...... l• 1.1.1 ......... WA WOW ' INTERNATIONAL GATEWAY EAST II 1 ! ' simmammehllaion = "' ta .112 h E ; Mail MO 11- 11111 KEW moomm r....."=I =0, =4.,'"-7........ T we ORM Ma / _ N a ^' t W I E I a • ! SABEY CORPORATION ��• ■rr� ... _ M ' ..n"NMI I�I�I�I ....�„,�,,, �,' INTERNATIONAL GATEWAY EAST 11 aanr AIM / MN iNo 70t NAV wrrwi iw."='. 1 iC 114'.x. 1 �.""'.,..,... WIP uGs Design Maps Summary Report User -Specified Input Report Title IGE - leo stella Tue August 14, 2018 00:20:10 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.49077°N, 122.28728°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III OR 'NAVAL S U9M1i1P11IE BASE Vashar 80Et+JG FLO KING 0iNTL RENTON MUNI I VORr Renton Burien SEAT TLi TACOMA ova APP0.R T Des Moines.. USGS-Provided Output SS = 1.507 g Sl = 0.565 g SMS = 1.507 g SM>< = 0.848 g 11 Maple Valley SD5 = 1.005 g SD>. = 0.565 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.76 Ifil 144 1.2it 1.12 1131? 111.1 032 0.16 0I. DICER Response Spectrum 1'1 Y, (13'1 0,11, 11f*1 11311 IP' 1.31 Period. T fscC) 140 Ifo 1 1311 21.1 1.10 of 11.71 14 0kt, 11 55 04.4 031 11,E 0.44 11111 Design Response Spectrum 1} T1 11.31 040 i/10 Q311 1Ji! 1.3, Period, T fsec) 14.0 Illi Do. 21.1 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. c.19 1 v ct tal EMU dj. t2.18 Ur. qieu•A It Cite abs � 6r) sr r u c r u t a 1 & n Q n p p . S S P C r t l p• W d 206 69 Lf Oc0 5 • Br k.,`.��.. isys IIP A 1 L .0, -12,S,St'a R: le_ CA' tavt(t. Gap tam. NOW eArAM AVP fvfm 1Pi�xs�� 44e- 6.1t4,1) Cotelreci .w�. otrAll u rF,lr feo tot* oar kw 414to l-' 1=,11,e, (2.4 t°tra ,.T.v. ,) \ u�suAAA__* January 4, 2019 ES -0312.14 • Earth Solutions NW«r. Earth Solutions NW LLC Geotechnical Engineering, Construction Observation/Testing and Environmental Services Sabey Corporation 12201 Tukwila International Boulevard, 4th Floor Seattle, Washington 98168-5121 RECEIVED Attention: Mr. Paul Swanson CITY OF TUKWILA Subject: Final Report — Pin Piles and Foundation Subgrade MY 0 2 2019 Earthwork Observation and Consulting Services PERMIT CENTER IGE II B LeoStella 12501 East Marginal Way South Tukwila, Washington Reference: Permit D18-0213 Dear Mr. Swanson: In accordance with your request, an Earth Solutions NW, LLC (ESNW) representative observed pin pile installation on September 21, 2018. Our representative observed eight, four -inch diameter pipe piles driven to refusal with 1,100 pound hammer. Pile lengths ranged from 10 to 22.5 -feet in depth. Our representative observed foundation subgrade to be dense and suitable for support of the proposed structure. Based on our observations, the pin piles were installed and the foundation was prepared in accordance with the project plans and our geotechnical recommendations. We trust this letter meets your current needs. If you have any questions, please call. Sincerely, EARTH SOLUTIONS NW, LLC A 0, Lewis A. Conklin Geotechnical Services Manager x.113 A s�017 17. ----( Raymond A. Coglas, P.E. Principal Engineer 1805 - 136th Place N.E., Suite 201 • Bellevue, WA 98005 • (425) 449-4704 • FAX (425) 449-4711 MAYES TESTING ENGINEERS, INC. January 4, 2019 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attention: Building Official A 1rt!rr3ca i COMPANY Re: Leo Stella Final Letter 12501 East Marginal Way Tukwila, WA Project No. M7181789 Permit No. D18-0213 Seattle Office 20225 Cedar Valley Road Suite 110 Lynnwxd, WA 98036 ph 425.7429360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Site E-2 Tacoma, WA 984") ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Gentlemen, This is to inform you that registered special inspections have been completed for this project. The following inspections were required: • Concrete Construction • Welding • Structural Steel • Reinforcing Steel — Welding • Metal Plate Connected Wood Trusses >60 feet • Soils • Driven Deep Foundations • Cast in Place Deep Foundations • Epoxy / Expansion Concrete Anchor Bolts. RECEIVED CITY OF TUKWILA MAY 0 2 2019 PERMIT CENTER Special inspections were performed for the following activities and copies of reports are attached. • Concrete Construction • Epoxy / Expansion Concrete Anchor Bolts. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust this provides you with the information that you require. Should you have any questions please call us at 425/742-9360. Sincerely, Mayes Testing Engineers, Inc. tuart J. Carte, P.E. Special Projects Manager City of Tukwila INSPECTION RECORD Inspection Request Line: 206-438-9350 PI" SPEgAL INSPECTIONS - NOTIFY CITY 24 HRS PRIOR TO COMMENCING' It 4000 SI - Concrete Construction 4004 SI - Welding 4022 SI - Masonry Construction 4023 SI - Structural Observation - Seismic Resistance 4024 Si - Stnuctural Observation - Wind Requirements 4025 SI - Steel Constriction Vr 4026 SI - Structural Steel 4027 SI - Cold -Formed Steel -Welding tf 4028 S1- Reinforcing Steel -Welding 4029 SI - Cold -Formed Steel Trusses >80 feet 4030 SI - Empirically Design Masonry -Risk Category IV 4031 SI - Vertical Masonry Foundation Elements 4032 SI - Wood Constriction 4033 SI - High Load Diaphrams �� 4034 SI - Metal Plate Connected Wood Trusses >60 test df 4035 SI - Sops If 4036 SI - Driven Deep Foundations t j 4037 SI - Cast in Place Deep Foundations 4038 SI - Helical Pile Foundations 4039 Sl - Seismic Resistance 4040 SI - Test and Qualification for Seismic Resistance 4041 SI - Sprayed Fire -Resistant Materials 4042 SI - Mastic and Intumescent Fire Retardant Coatlnps 4043 SI - EJ.F.S. 4044 Si - Fire -Resistant Penetrations and Joints 4045 SI - Smoke Control ti 4046 SI - Epoxy/Expansion Concrete Anchor Bolts 'A final letter from the Special Inspection Test Lab than bo required upon completion of Special tnspectlone notedebove. HAIR AKintrctroa Card - tonidr permits tl 14013 dart CONCRETE OBSERVATION REPORT Report Number: M7181789.0001 Service Date: 09/27/18 Report Date: 10/01/18 Client Unknown Attn: Unknown Unknown Unknown - 0099 Unknown, XX 66061 DYES TESTING ENGINEERS TM= COMMIT 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 — 425-742-9360 Project SP LeoStella GPR 12401 East Marginal Way South Tukwila, WA Project No.: M7181789 Permit No.: D48 0143 Yll,A Weather: Indoor Samples: 4(4x8)" Inspectors/Hrs: Anas Mandi/ 11-15 /4hrs Inspected the matt steel reinforcement for the pad shaker of 1GL II Leo Stella, the rebar inspected for size, grade, lap length and clearances as per approved plans, verified the walls dowels installed. Tested, sampled and observed the placement of approximately (15) cubic yards of Cadman concrete with hycrete mix# 5C40826 on the shaker pad mentioned above, the concrete placed by line pump and consolidated mechanically, casted 4(4x8)" test cylinders for required compressive strength 4000 psi@ 28 days. The sample was obtained @ 10 cubic yards. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes/Terracon Rep.: Anas Mandi Reported to: Contractor: Report Distribution: (1) Unknown, Unknown Unknown (1) Mayes Testing Engineers, Inc, Stuart Carter Reviewed By: Stuart Carter Senior Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the Iocationfs) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 1 CONCRETE OBSERVATION REPORT Report Number: Service Date: Report Date: M7181789.0002 10/02/18 10/03/18 Client Unknown Attn: Unknown Unknown Unknown - 0099 Unknown, XX 66061 M7181789.0002 Permit No.: —f3 8-6213 Samples: (4) 4x8 Inspectors: Edmonds MAYES TESTING ENGINEERS *TRIM= CCISMry 20225 Cedar Valley Rd Ste 110 7 Lynnwood, WA 98036-6365 /'' 425-742-9360 Project SP LeoStella GPR 12401 East Marginal Way South Tukwila, WA Project No.: M7181789 Weather: Cloudy Start Time: 1400 Hours: 2.5 Inspected reinforcing steel for pit walls with #5 bar at twelve inches on center each way as per L, C/S3.0 for size, grade, spacing, clearances, and cleanliness. Monitored, sampled, and tested five cubic yards of Cadman mix # 5C40826 placed in above mentioned walls. All concrete placed by pump and mechanically consolidated. Made four (4x8) cylinders for strength testing of 4000 psi at 28 days. Noted: added at the plant one gallon of Hycrete per yard. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing MayeslTerracon Rep.: Harold Edmonds Reported to: Contractor: Report Distribution: (1) Unknown, Unknown Unknown (1) Mayes Testing Engineers, Inc, Stuart Carter Reviewed By: Stuart Carter Senior Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the locations) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13, Rev.10 Page 1 of 1 POST -INSTALLED ANCHORS REPORT Report Number: M7181789.0003 Service Date: 10/08/18 Report Date: 10/10/18 Client Unknown Attn: Unknown Unknown Unknown - 0099 Unknown, XX 66061 MAYES TESTING ENGINEERS Alrerratnecwmgr 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project SP LeoStella GPR 12501 East Marginal Way South Tukwila, WA Project No.: M7181789 Permit No.: D18-0213 Samples: None Inspectors/Hrs: Keith Dohrman (4) Weather: Indoors Observed the adhesive -anchorage of #4 horizontal dowels into 5/8" diameter x9" deep drilled holes into the vertical face of the cut edge of existing slab on grade for equipment pit and trench infills in slab on grage per details on S3.0 of the approved plans. Simpson Set -XP (fot# 1000C95400, expiring 3-15-2018) was utilized in accordance with the manufacturers' published instructions. Holes were of proper size, depth and cleanliness. To the best of our knowledge, the items inspected today are in conformance with approvedplans and specifications. Services: Special Inspections / Materials Testing Mayes/Terracon Rep.: Keith Dohrman Reported to: Contractor: Report Distribution: (1) Unknown, Unknown Unknown (1) Mayes Testing Engineers, Inc, Stuart Carter Reviewed By: Stuart Carter Senior Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 1 CONCRETE OBSERVATION REPORT Report Number: Service Date: Report Date: M7181789.0004 10/08/18 10/09/18 Client Unknown Attn: Unknown Unknown Unknown - 0099 Unknown, XX 66061 MAYES TESTING ENGINEERS 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project SP LeoStella GPR 12501 East Marginal Way South Tukwila, WA Project No.: M7181789 () Permit No.: /VA Samples:0 Inspectors/Hrs:2 Weather: rain Reported tot eh site as per dispatch for a 10 -yard slab on grade and upon arrival contractor stated placement is scheduled for tomorrow. Advised dispatch. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes/Terracon Rep.: Michael Mattox Reported to: Contractor: Report Distribution: (1) Unknown, Unknown Unknown (1) Mayes Testing Engineers, Inc, Stuart Carter Reviewed By: GE VE -11 OCT 09 2018 By Stuart Carter Senior Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16.13, Rev.10 Page 1 of 1 CONCRETE OBSERVATION REPORT Report Number: Service Date: Report Date: M7181789.0005 10/09/18 11/20/18 Client Unknown Attn: Unknown Unknown Unknown - 0099 Unknown, XX 66061 MAYES TESTING ENGINEER .1iramn 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project SP LeoStella GPR 12501 East Marginal Way South Tukwila, WA Project No.: M7181789 Permit No..: D18-0213 Samples: (4) 4x8" Concrete Cylinders Inspectors/Hrs: Karl Pauly/4.0 Weather: Overcast/Inside Observed epoxy -grouting of #4 bar slab dowels for miscellaneous slab -on -grade and trench infills as shown on drawings and details S1.0 and S3.0. Verified proper epoxy -grout type, Simpson SET -XP lot #1000005400 expiring on 03/15/20. Prior to placement of dowels, verified cleanliness of holes and minimum embedment depth (9"). Contractor installed approximately 57 dowels. Observed placement of 13 cubic yards of Cadman concrete, mix #4PMP806, placed for the aforementioned slab/trench infills as well as the slab -on -grade replacement at the equipment pit. Prior to placement of concrete, verified reinforcement as noted in details on drawing S3.0. Concrete was placed by wheelbarrow and consolidated mechanically. Cast one set of concrete cylinders for compressive strength verification (4,000 psi at 28 days). To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayeslrerracon Rep.: Karl Pauly Reported to: Contractor: Report Distribution: (1) Unknown, Unknown Unknown (1) Mayes Testing Engineers, Inc, Stuart Carter Reviewed By: Cir Senior Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client Indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 1 iFfSPE'CTIt?N RECORD Retain a copy with permit INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION31-36 0 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) Inspection Request Line (206) 438-9350 Type of Inspection: Project: Special Instruc ions: EDApproved per applicable codes. COMMENTS: L Date Called: Date Wanted: a'm' P.m. Requester: Phone No: ?Li& 39 4/F4'/#1,114 * 7'.°71.•••=•.•••••••••••"•.........••••. ElCorrections required prior to approval. • (!✓1GUon eAat..-) G1uiOF iUI< WILA 18 Alil- /iii Girl c 4r (.st. c 4 /4(41,' I 4,0N L (;Lf F/43, Insp' stork J t t REINSPECTION F E REQUIRED. Prior to next inspection. fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (9,13 ti it BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com August 16, 2018 Bill Rambo City of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 Dear Bill, In response to your comments dated August 7, 2018) we are providing the following information. Below please find the text of your comments followed by our response in italics. Corrections Comment 1: In addition to the code summary plan, provide an egress plan that shows specific common paths of egress where Emergency Illumination shall be provided. An average 1 foot- candle and a minimum at any point of 0.1 -foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. Egress paths shall be continuous, unobstructed, unbroken paths to each exit. Designated egress paths are those that shall be light meter inspected for egress illumination requirements. (IBC 107.2.3 & Section 1006). Response: Our current lighting plan Sheets A.28.3 and A.28.4 have been updated to show where the Emergency lighting is located. We have also updated the G.0.2 sheet to show the emergency path lighting areas that will have an average of at least 1 foot-candle and a minimum at any point of .01. Comment 2: Reverse door swing for the double door 119 to swing into the path of egress travel. Recess the wall back as necessary so door swing shall not restrict egress travel of corridor 117. Doors 120 and 123 shall have the one leaf swing fully open to the wall or to not restrict converging traffic from both areas served. Adjust as necessary in the door schedule. Response: We have recessed the door 2'-0" and have shown the required corridor width and that it is not restricted. Refer to Sheet A.2A.1. We have noted in the Door Schedule for Doors 120 and 123 that they required 180 degree hinges to open fully. Refer to Sheet A.9.1 Door Schedule. Comment 3: A couple symbol keys references don't reference the correct details as follows: New interior partition ... B/A9.1 and Glazing schedule — G5 and G6 appear to be reversed (J & E). Please clarify. Response: The 8/A.9.1 reference was for a half -wall detail which we do not have in this drawing set. We have removed it from Sheet A.2A.1. We have corrected the references fRECEIVEDG6 in the Glazing Schedule A.9.1. CITY OF TUKWILA CORAUG D � � 16 2018 LTR# PERMIT CENTER BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com Comment 4:. Wall detail J on sheet A.9.1 shows stud with 3-5/8" and 2-5/8", however the arrows to the stud with appear to be reversed. Please clarify. Response: We have cleaned up the reference to the stud size on detail J/A.9.1. Comment 5: The General Requirement notes on A.9.4 specify the partition walls to be laterally braced independent of the ceiling to the structure above. The different wall details are not exactly clear and appear to show the ceiling attached to the partitions. Please clarify and provide notes on the detail if necessary to avoid confusion. Response: We have added a note to Details J & K to provide clearer understanding of what is braced in these details. Comment 6: Provide engineering specifications and details for the recessed concrete pit. Specifications and details shall specifically show reinforcing bars sizes with spacing, steel plate specifications for welding and anchoring, and specify size and spacing of doweling at concrete floor connection. Notes shall also specify concrete strength. Include ladder details. Provide all other missing dimensions, i.e. concrete wall and floor slab thickness, diamond plate width, opening width etc. Provide notes of all special inspections listed on the plan sheet. Response: We have provided Structural Drawings to support the specifications and details for the concrete pit. Comment 7: The pit detail shows concrete wall directly tied to the floor cut which would not be possible to form that wall on both sides, insulate and backfill. Please clarify and revise detail accordingly. Response: The slab will be over excavated at the pit and put back. This information is noted on the Architectural demo sheet A.1.2 and the Structural Drawings. Comment 8: Men's shower room shows what is assumed a storage utility closet. Please clarify. Response: This is a Utility closet and has been labeled as such. Comment 9: The men's and women's shower room doors are not listed in the door schedule. Please specify those doors with the type of hardware for each door. Response: We have added the two doors for the restroom to the Door Schedule and added the appropriate hardware. Comment 10: The shower rooms shall need more specific information indicating additional features for accessible and other user elements required. The shower rooms don't show any coat hooks, towel racks, clothes change benches and shelves for personal items or other similar elements. The size of the rooms shall be arranged with the additional elements to not reduce accessible maneuverability or clear floor space. Provide specific details and a list of those additional items on the plan for the shower rooms with dimensions and where located. J BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400 I Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com Response: We have provided coat hooks, towel hooks, fold -up changing bench, and personal items shelf. Refer to A.6.1.. Comment 11: Show the location of a accessible compliant drinking fountain. Response: We show the existing dual -level ADA drinking fountain on Sheet A. 2A.1. . Comment 12: Provide plumbing, mechanical and electrical plan sheets with the plan set. M -E P shall be under separate permits. Response: We have provided the permit numbers for MEP submittal on G.0.0 Project Team. Mechanical: M18-0094 Plumbing: PG18-0097 Electrical: EL 18-0703. Comment 13: The demolition plan does not show concrete floor cuts for new plumbing fixtures. Show concrete cuts for plumbing on the demolition sheets for all new plumbing fixtures and include detail with specifications for concrete repairs to include specifications for epoxy doweling with spacing. Response: We have provided information on Demolition Plans A.1.1 and A1.2 to show locations of concrete floor cuts. We have also referenced referring to the Structural Drawings for information about restoring the slab at these locations. Comment 14: Provide a site plan to show location of accessible entrances and accessible parking provided for this tenant Response: We have provided a Site Plan of the site showing accessible entrances, accessible parking, and the egress path from the accessible parking to the accessible entrances. Refer to the new sheet G.03. Additional Changes Sheet A.9.3 — we have modified the casework in the kitchen and this change is reflected in the Casework Elevations. Thank you very much. Sincerely, Randy Morgan Architect of Record August 07, 2018 City of Tukwila Department of Community Development RANDY MORGAN 1326 FIFTH AVE SUITE 400 SEATTLE, WA 98101 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0213 LEO STELLA - 12501 E MARGINAL WAY S Dear RANDY MORGAN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. In addition to the code summary plan, provide an egress plan that shows specific common paths of egress where Emergency Illumination shall be provided. An average 1 foot-candle and a minimum at any point of 0.1 -foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. Egress paths shall be continuous, unobstructed, unbroken paths to each exit. Designated egress paths are those that shall be light meter inspected for egress illumination requirements. (IBC 107.2.3 & Section 1006) 2. Reverse door swing for the double door 119 to swing into the path of egress travel. Recess the wall back as necessary so door swing shall not restrict egress travel of corridor 117. Doors 120 and 123 shall have the one leaf swing fully open to the wall or to not restrict converging traffic from both areas served. Adjust as necessary in the door schedule. 3. A couple symbol keys references don't reference the correct details as follows: New interior partition ... B/A9.1 and Glazing schedule — 05 and G6 appear to be reversed (J & E). Please clarify. 4. Wall detail J on sheet A.9.1 shows stud with 3-5/8" and 2-5/8", however the arrows to the stud with appear to be reversed. Please clarify. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5. The General Requirem.lit notes on A.9.4 specify the partition walls to be Laterally braced independent of the ceiling to the structure above. The different wall details are not exactly clear and appear to show the ceiling attached to the partitions. Please clarify and provide notes on the detail if necessary to avoid confusion. 6. Provide engineering specifications and details for the recessed concrete pit. Specifications and details shall specifically show reinforcing bars sizes with spacing, steel plate specifications for welding and anchoring, and specify size and spacing of doweling at concrete floor connection. Notes shall also specify concrete strength. Include ladder details. Provide all other missing dimensions, i.e. concrete wall and floor slab thickness, diamond plate width, opening width etc. Provide notes of all special inspections listed on the plan sheet. 7. The pit detail shows concrete wall directly tied to the floor cut which would not be possible to form that wall on both sides, insulate and backfill. Please clarify and revise detail accordingly. 8. Men's shower room shows what is assumed a storage utility closet. Please clarify. 9. The men's and women's shower room doors are not listed in the door schedule. Please specify those doors with the type of hardware for each door. 10. The shower rooms shall need more specific information indicating additional features for accessible and other user elements required. The shower rooms don't show any coat hooks, towel racks, clothes change benches and shelves for personal items or other similar elements. The size of the rooms shall be arranged with the additional elements to not reduce accessible maneuverability or clear floor space. Provide specific details and a list of those additional items on the plan for the shower rooms with dimensions and where located. 11. Show the location of a accessible compliant drinking fountain. 12. Provide plumbing, mechanical and electrical plan sheets with the plan set. M -E P shall be under separate permits. 13. The demolition plan does not show concrete floor cuts for new plumbing fixtures. Show concrete cuts for plumbing on the demolition sheets for all new plumbing fixtures and include detail with specifications for concrete repairs to include specifications for epoxy doweling with spacing. 14. Provide a site plan to show location of accessible entrances and accessible parking provided for this tenant space. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, 7_1,d Bill Rambo Permit Technician File No. D18-0213 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 (7ERMIT COORD COP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0213 DATE: 12/7/18 PROJECT NAME: LEO STELLA SITE ADDRESS: 12501 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #_ X Revision # 2 after Permit Issued DEPARTMENTS: Building Division Public Works n PrtA A -P 1)=u -1g Fire Prevention Structural rS /re 1) �0-1 Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 12/11/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 1/08/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0213 DATE: 11/05/18 PROJECT NAME: LEO STELLA SITE ADDRESS: 12501 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: P) P17 Building Division me Public Works ❑ PtM ASV "Wig M6 1111 Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 11/06/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 12/04/18 Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 �ERMIT CORD COPY o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0213 DATE: 08/16/18 PROJECT NAME: LEO STELLA SITE ADDRESS: 12501 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: ASC (6I*I* Building Division ipip Public Works N Kr Fire Prevention Structural Planning Division n Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable fl (no approval/review required) DATE: 08/21/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/18/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 -PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0213 DATE: 07/13/18 PROJECT NAME: LEO STELLA SITE ADDRESS: 12501 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: MO, 41g6 Budding Dtviston Public Works At\ tc 6946 (2 Psiy Fire Prevention Planning Divi Structural ❑ Permit Coordinator ip PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 07/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved DUE DATE: 08/14/18 n Approved with Conditions n Corrections Required 011 Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: --1 Departments issued corrections: Bldg• Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 C: PROJECT NAME: %1 �/►1�' PERMIT NO: DI D �D SITE ADDRESS: OI G MIV1011 W A/ Y. ORIGINAL ISSUE DATE: ��(p `� REVISION LOG REVISION NO. DATE RECEIVED STAFF INT ALS ISSUED DATE L414 STAFF INITI S ti Summary of Revision: m, �� (ilii , t v 1Gt�,(,I�Wrni �� i / .Q,o 11.1 c�A, I chwit 4,, 4Iv-At 4 ,._ ;lows Q ~ "' , war- 19 ... • / Received by:' *,0,,,o eceived by: R•'Dy A t. Au REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIS ti _1L11irg ,35 1a --1-1-E Summary of Revision: chwit 4,, 4Iv-At 4 ,._ ;lows Q ~ "' , Received by: Received by:' *,0,,,o (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Date: 12.07.18 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D18-0213 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: LeoStella RECEIVED CITY OF TUKWILA DEC 0 7 2018 PERMIT CENTER Project Address: 12501 East Marginal Way South, Tukwila, WA Contact Person: Randy Morgan Phone Number: 206 225 5775 Summary of Revision: - These revisions are being submitted in reference to an Inspection Correction received on 12.06.18 1. The reference to "missing detail R/A.9.5" was in error. The General Contractor was referencing a 30x42 set we created for the job site to provide all plans on one sheet in lieu of two for the permit set which is 24x36. The detail was on the Approved Post Permit Revision Set as J/A.9.6. This is the same detail as R/A.9.5 on the 30x42 set. 2. We have made the corrections to the corridor wall details. They are referenced as F & G/A.9.1. The Detail F/A.9.5 has been deleted. 3. The Hard Lid references were on the Reflected Ceiling Plan sheets A.2B.2 & A.2B.3. We have also made two other changes. Two of the wall types; standard full height wall and standard ceiling height wall types were labeled incorrectly to both sheets A.2A.1 and A.2A.2. We have made this correction. Sheet Number(s): A.2A.1, A.2A.2, A.9.1, A.9.5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Al IF Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 Date: 10.29.18 C D City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D18-0213 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: LeoStella Project Address: 12501 East Marginal Way South, Tukwila, WA Contact Person: Randy Morgan Summary of Revision: Phone Number: 206 225 5775 - Modifications to Shaker Room to increase acoustic control measures. - Relocated Server and Storage Room location. - Modifications to new Shower & Bike Storage. RECEIVED CITY OF TU KWI LA NOV 0 5 2018 PERMIT CENTER G.0.2, A.1.1, A.1.2, A.2A.1, A.2A.2, A.2B.0, A.2B.2, A.28.3, A.6.1, A.6.2, A.7.1, A.8.1, A.9.1, A.9.2, A.9.3, Sheet Number(s): A.9.4, A.9.5, & A.9.6 "Cloud" or highlight all areas of revision including date of revisign Received at the City of Tukwila Permit Center by: • Entered in TRAKiT on 1\ 0 W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 City of of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: g• /44'45 ❑ Response to Incomplete Letter # Plan Check/Permit Number: D18-0213 • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Leo Stella Project Address: 12501 E Marginal Way S Contact Person: Phone Number: Summary of Revision: l�o,Q,I- c7k ' L am-'• RECEIVED CITY OF T AUG 16 2018 pt4MIT C Sheet Number(s): A - CO/L -E0/7ea 413,1150. "Cloud" or highlight all areas of revision including date of rev ion Received at the City of Tukwila (P;ermiit Center by: Entered in TRAKiT on V`1 l0 `te C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 SABEY CONSTRUCTION INC Home Espanol Contact Safety & Health iiii) Washington State Department of Labor & Industries Claims & Insurance 0 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. SABEYC1033KM 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&'t Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 9/6/2018 SABEY CONSTRUCTION INC 03/20/2018 Insurance history Savings ........................ (in lieu of bond) Received by L&I Release date N/A Savings account ID 11/01/2016 Expiration date 11/01/2019 $6,000.00 Effective date 04/21/1994 Impaired date N/A Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&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 Account is current. 33_ 1,221-02 ...... .................... Doing business as SABEY CONSTRUCTION Estimated workers reported Quarter 2 of Year 2018 "11 to 20 Workers" L&I account contact TO / JULIE SUR (360)902-4715 • Email: SURJ235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ............................................... ....... No strikes have been issued against this contractor. Contractors not allowed to bid .................. _................................................................... No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/02/2015 Inspection no. 317936768 Location 2200 M St. NE Quincy, WA 98848 No violations Page 2 of 2 Washington State Dept, of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secureini.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 9/6/2018 SYMBOL LEGEND + 1 EXISTING CONSTRUCTION TO REMAIN CONSTRUCTION PLAN Q8' I16' (24' 1/8" = 1'- 0" STORAGE 122 cV —5" EQUIPMENT SUB —ASSEMBLY 120 2'-1" FLAT —SAT ENTRY CONFERNCE SEPARATE PERMIT REQUIRED FOR: a?' Mechanical [D• Electrical E7' Plumbing [al Gas Piping City of Tukwila BUILDING DIVISION BAKEOUT 121 CORRIDOR WB Ct3 1111111111111111111, SERVER 116J 10'-4" AIRLOCK 8 OPEN OFFICE 102 CONFERENCE 19'-2 5'-8" 9'-10" EAN::ROC AISLE AREA '-5 OPEN OFFICE 107 PLANNING APPROVED • No changes can be madeto these plans without approval from the Planning Division of DCD Approved By: M sQm p sn vk Date: (2--10—( REVISIONS No changes shall be made to the scope of work without prior approval of the, Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. tiErvidEci NEW INSULATED INTERIOR FULL HEIGHT, TO DECK ABOVE, PAR ' ION CONSTRUCTION, PER DETAIL J/A.9.1 onsismool NEW INSULATED INTERIOR PARTITION. CONSTRUCTION, PER DER L K/A.9.1 NEW INSULATED INTERIOR FUU. HEIGHT, WITH (2) TWO LAYERS OF 5/8" GWB OVER 4 FROM EXISTING RATED PARTITION, TO DECK ABOVE PARTITION CONSTRUCTION, PER D F.E.C. I A HAFT WALL, 1" F/A.9.1 NEW INSULATED INTERIOR FULI. HEIGHT —WITH BOTH ACOUSTIC AND NEW FIRE RATED CONSTRUCTION TO MATCH EXISTING FIRE RATED CORRIDOR PARTITION, TO DECK ABOVE. PARTITION CONSTRUCTION. REFER TO DETAIL G/A.9.1 NEW INSULATED INTERIOR CONSTRUCTION, PER DET FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE FULL HEIGH L J/A.9.6 TO DECK ABOVE, 'SOUNDGUARD' ACOUSTIC PARTITION NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET NEW 'SOUNDSEAL' BARRIER CURTAIN, REFER TO CURTAIN NOTES FOR ADDITIONAL INFORMATION. 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 O1 NOT USED 2O EXISTING ADA COMPLIANT DRINKING FOUNTAINS, 3Q PROVIDE VAPOR RETARDANT PRIMER ON ALL EXTERIOR & INTERIOR WALLS, NEW AND EXISTING ON THE HUMIDITY CONTROL SIDE WHERE THE SPACE ON THE OTHER SIDE OF WALL DOES NOT HAVE HUMIDITY CONTROL O. PROVIDE VAPOR BARRIER ON ALL NEW INTERIOR WALLS ON THE SIDE THAT HAS NO HUMIDITY CONTROL WHERE THE OTHER SIDE OF THE WALL HAS HUMIDITY CONTROL. FILE COPY Permit No. n1 (3- o -13 Plan review arrrovai is sub • t to errors ano omissions Appro%: of cons on documents Melt 101 aulr Qe the wow'• . • ny adopted code or ordinance Recelp . ..proved Field Copy and condip . . ackn• -••ea: CO of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 132018 City of Tukwila BUILDING DIVISION 6, / \ REVISION N0. Z RECEIVED CITY OF TUKWILA DEC 0 7 2018 PERMIT CENTER i Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 B BURGESS INTERIOR ARCHITECTURE 1326 Filth Avenue, Suite 4001 Seattle, WA 98101 0 206 587 7120 W Burges,PNW.corn All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 Z \ POST PERMIT REVISION 11.02.18 A POST PERMIT REVISION 2 12.07.18 City Electronic Stamp Location Drawn by: MK Project No: 18.SB13.00 Project Manager: RM CONSTRUCTION PLAN Original drawing is 24" c 36". Scale entities accordingly if reduced A.2A.1 SYMBOL LEGEND CONSTRUCTION PLAN 16' 1 24' OPEN OFFICE 1 /8" = 1'— 0„ — EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR FULL HEIGHT, TO DECK ABOVE, PA NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DEl MON CONSTRUCTION, PER DETAIL. J/A.9.1 K/A.9.1 NEW INSULATED INTERIOR FULL HEIGHT, WITH (2) TWO LAYERS OF 5/8" GWB OVER 4" FROM EXISTING RATED PARTITION, TO DECK ABOVE PARTITION CONSTRUCTION, PER DETA WALL, 1" F/A.9.1 I 1 NEW INSULATED INTERIOR FULL HEIGHT —WITH BOTH ACOUSTIC AND NEW FIRE RATED CONSTRUCTION TO MATCH EXISTING FIRE RATED CORRIDOR PARTITION, TO DECK ABOVE PARTITION CONSTRUCTION. REFER TO DETAIL G/A.9.1 NEW INSULATED INTERIOR CONSTRUCTION, PER DETAI FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE LL HEIGH J/A.9.6 TO DECK ABOVE, 'SOUNDGUARD' ACOUSTIC PARTITION Vi/ 70 NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS .E . NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET — — — . NEW 'SOUNDSEAL' BARRIER CURTAIN, REFER TO CURTAIN NOTES FOR ADDFRONAL INFORMATION.. 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. 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 NEW DEPRESSED SLAB AREA FOR SHAKER - MECHANICAL TESTING. DIAMOND PLATED METAL COVERS OVER METAL SUPPORT FRAMING LEVEL WITH METAL SUPPORT FRAMING ANGEL COVER PLATES. VERIFY EXACT DIMENSIONS AND LOCATION OF THE DEPRESSED SLAB AREA WITH TENANT. SHAKER TO BE INSTALLED BY NEW TRENCH FOR CABLES (TO INTERIOR OF SPACE) AND VENT PIPING (TO EXTERIOR WALL AND OUT). VENT WILL EXTEND TO A NEW CONCRETE PAD THAT WILL BE SUBMITTED UNDER SEPARATE PERMIT. TRENCHES WILL BE PROVIDED WITH METAL TRENCH COVERS. PROVIDE VAPOR RETARDANT PRIMER ON ALL EXTERIOR & INTERIOR WALLS, NEW AND EXISTING ON THE HCONTROUMIDITYL. CONTROL SIDE WHERE THE SPACE ON THE OTHER SIDE OF' WALL DOES NOT HAVE HUMIDITY PROVIDE VAPOR BARRIER ON ALL NEW INTERIOR WALLS ON THE SIDE THAT HAS NO HUMIDITY CONTROL WHERE THE OTHER SIDE OF THE WALL HAS HUMIDITY CONTROL. NEW CONCRETE PAD FOR SHAKER PIT BLOWER AND MAKE UP AIR HVAC UNIT. TO BE SUBMITTED UNDER SEPARATE PERMIT. NOT USED NEW FOLDING PVC AIR CURTAIN. NEW QUILTED MASS BARRIER CURTAIN (STATIONARY) SPEC: SOUNDSEAL BARRICADE BSC-25 FABRICATOR: FORREST SOUND PRODUCTS, BELLEVUE QUILTED ABSORPTIVE FINISH FACING SHAKER ROOM. PROVIDE CURTAIN TRACK ATTACHED TO SOFFIT. PER DETAIL K/A.9.5 NEW QUILTED MASS BARRIER CURTAIN (MOVABLE) SPEC: SOUNDSEAL BARRICADE BSC-25 FABRICATOR: FORREST SOUND PRODUCTS, BELLEVUE. REFER TO DETAIL K/A.9.5 AT WINDOWS & F/A.9.4 AT WALLS CONTACT: FORREST SOUND PRODUCTS IN BELLEVUE, (DOUG BIXEL: 425.881.1111) 0 VERIFY THAT EXISTING FURRED WALL CAVITY IS 6" DEEP. FURR OUT AS REQUIRED. FILL "CAVITY WITH 6" OF MINERAL WOOL (r-R-19). COVER WITH 1 LAYER 1/2" DUROCK W/1 LAYER 5/8" GWB. PROVIDE VAPOR RETARDANT PRIMER EXTEND NEW WALL FURRING UP TO NEW CEILING. PROVIDE 1/4" GAP BETWEEN WALL AND CEILING AND PROVIDE ACOUSTIC CAULK. PROVIDE VAPOR RETARDANT PRIMER. CURTAIN NOTES CURTAIN A: SOUNDSEAL BARRICADE CURTAIN FROM 9'-6" (6" ABOVE WINDOW HEAD) TO FLOOR WEIGHT 1.43PSF AREA: 9.0' X 9.5' = 85.5 SF= 123# TL + TRACK WEIGHT; CURTAIN TO SLIDE ON EXTENDED TRACK TRACK LENGTH: 15.4' WITH 12"-16" RADIUS; CURTAIN IN STATIONARY POSI11ON CURTAIN B: SOUNDSEAL BARRICADE CURTAIN FROM 9'-6" (6" ABOVE WINDOW HEAD) TO FLOOR WEIGHT 1.43PSF AREA: 23.5'L X 9.5'HT = 223.25 SF= 320# TL + TRACK WEIGHT TRACK LENGTH: 23.5'; CURTAIN TO BE STATIONARY CURTAIN C: SOUNDSEAL BARRICADE CURTAIN FROM 9'-6" (6" ABOVE WINDOW HEAD) TO FLOOR WEIGHT 1.43PSF AREA: 15.5'L X 9.5'HT = 147.25 SF= 211# TL + TRACK WEIGHT TRACK LENGTH: 15.5'; CURTAIN TO BE. STATIONARY Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE Suite 4001 Seattle, WA 88101 T 206 587 7120 W BurgeuPN All reproduction & intellectual property rights reserved c 2017 • No. ssue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS POST PERMIT REVISION POST PERMIT REVISION 2 08,16.18 11.02.18 12.07.18 City Electronic •Stamp. Location REVS1JN.N REVIEWED FO CODE COMPLIAN E APPROVED DEC 13 2018 City of Tukwila BUILDING DIVISIuIN CURTAIN D: SOUNDSEAL BARRICADE CURTAIN SUSPEND DIRECTLY BELOW EXISTING OVERHEAD DOOR SYSTEM SUPPORT FROM WALL TO EITHER SIDE OF DOOR. BOTTOM OF TRACK «'9'-6" A.F.F. WEIGHT 1.43 PSF AREA: 11.0'L X 9.5'HT =104.5 SF =150# TL + TRACK WEIGHT; CURTAIN TO SLIDE ON EXTENDED TRACK TRACK LENGTH: 20.25' WITH 12"-16" RADIUS; CURTAIN IN STATIONARY POSITION ALTERNATE 1: SOUNDSEAL BARRICADE CURTAIN CUSTOM SIZE CUT AROUND TOP & BOTTOM OF THE DUCTING PENETRATING THE WINDOW CAVITY 10" AT TOP FROM 9'-6" TO TOP OF DUCT; 12" ON SIDE FROM 9'-6" TO FLOOR; 5'-10" FRO BOTTOM OF DUCT (=5'-10" WIDE) TO FLOOR WEIGHT 1.43PSF AREA: =34 SF =49# + TRACK WEIGHT TRACK LENGTH 4.5'; CURTAIN TO BE STATIONARY (VELCRO TO ADJACENT FULL HEIGHT CURTAIN WITH A 2" OVERLAP Drawn by: MK Project Monager: - RM. Project No:.18.SB13.00 COT li gTION PLAN - CITY OFTUKWILA DECO 1 201$ aEi;MI T OENTER , Original drawing is 24" x 36 -Scofe entities accordingly if reduced A.2A.2 1/2" BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO AL STUDS LONG LEG TOP TRACK POWDER DRIVEN FASTENER ID 24"oc CEILING AS SCHEDULED REFER TO M/A.9.4 FOR WALL MOULDING FOR PERIMETER CEILING SUPPORT. PROVIDE 5/8" TYPE "X" GWB UPTO 6" ABOVE CEILING WHERE ACT AND GWB CEIUNG PROVIDED. PROVIDE ADDITIONAL LAYER OF 5/8" GWB EACH SIDE' AT TYPE 'A' WALLS 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS ® 24" OC, TO 14'-9" MAX. HEIGHT 1 LAYER 5/8" TYPE "X" GYP. 8D. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS 0 12" OC MAX. INSULATION VON ON PLANS POWDER DRIVEN FASTENER 0 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO DECK PARTITION I-1-1_I—I 1 I 3" = 1'-O" 0" 4" 8" t2" / BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 1111111111I 1111111111 111111111111I H1111 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/ (2) 1/4"0 TiTEN HD SCREW OR (2) 1/4"0 EXPANSION BOLTS. PROVIDE 1-5/8" MIN. EMBEDMENT. PLENUM HEIGHT OF 5'-0" OR LESS 2 1/2"x25 GA METAL STUD BRACING ® 8'-0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0" TO 10'-0 SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15lbs./P.S.F. SUSPENDED CEIUNG AS SCHEDULED THE SIESMIC BRCING IS SHOWN FOR SUPPORTING THE WALL ONLY. THE CEIUNG TO BE SEISMICALLY BRACED INDEPENDENT OF WALL AND WALL BRACING. 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 CO 24" OC, TO 10.-7" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS 0 12" OC MAX. POWDER DRIVEN FASTENER ® 24" OC METAL RUNNER TRACK SEALANT CONCRETE SLAB I BOTTOM OF STRUCTURE ACOUSTIC. SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING OR FIRE DAMPERS AS NECESSARY. NO VERTICAL PENETRATIONS OCCUR IN . NEW CONSTRUCTION EXISTING RATED CORRIDOR CEILING CONSTRUCTION EXISTING WALL CONSTRUCTION SHAKER ROOM VAPOR RETARDANT PRIMER RESILIENT CHANNEL (2) TWO LAYERS OF TYPE 'X' GWB 4" SHAFT WALL ROCK WOOL ACOUSTIC INSULATION (FILL CAVITY FULL) 1" SHAFT WALL LINER 1" AIR GAP BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT. TOP TRACK SIMILAR ARE RATED SEALANT CONCRETE SLAB NON -RATED FLOOR TO CEILING PARTITION 0" 4" 8" 3," = 1'-0" 12" CORRID 10" BOTTOM 0 ACOUSTIC STRUCTURE — SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING OR FIRE DAMPERS AS NECESSARY. NO VERTICAL PENETRATIONS OCCUR IN NEW CONSTRUCTION EXISTING FIRE RATED CORRIDOR SHAFTWALL CEIUNG CONSTRUCTION TO BE PATCHED INTO NEW FIRE RATED WALL CONSTRUCTION SHAKER VAPOR RETARDANT PRIMER RESILIENT CHANNEL (2) TWO LAYERS OF TYPE 'X' GWB 4" SHAFT WALL ROCK WO L ACOUSTIC INSULATION (FILL CAVIY FULL) 1" SHAFT WALL LINER 1" AIR GAF BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT. TOP TRACK SIMILAR FIRE RATED SEALANT CONCRETE SLAB RATED -ACOUSTIC FLOOR TO DECK PARTITION I 3" = 1'-0" 0" 4" 8" 12" FIRE RATED SEALANT SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC DFT DEFLECTION TRACK ALL PENETRATIONS TO HAVE FIRE CAULKING OR FIRE DAMPERS AS NECESSARY. NO VERTICAL PENETRATIONS OCCUR IN NEW CONSTRUCTION FILL CAVITY FULL FIBERGLASS BATT NSULATION CORRIDOR PROVIDE ONE LAYER TYPE'X' 5/8" THICK PER SIDE. GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPUED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. TYPE S OR S-12 #6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS, SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8" PANELS OR 1-1/4" LONG. FOR 3/4" THICK PANELS, SPACED 8" OC. WHEN PANELS ARE. APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. WHEN USED IN AN EXISTING ASSEMBLY CONTRACTOR MAY MODIFY DETAIL TO EXISTING CONDITIONS AS LONG AS THE RATING IS MAINTAINED. 3-5/8" 20 GA. METAL STUDS ® 24" 0.C. WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEIUNG WITH FASTENERS 24" OC. MAX. BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT, TOP TRACK SIMILAR FIRE RATED SEALANT CONCRETE SLAB BXUV.U419 FIRE RESISTANCE RATINGS: ANSI/UL 263 NE HOUR RATE PARTITION ACOUSTIC/1-HOUR FIRE RATED PARTITION REVIS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 13 2018 City of Tukwila BUILDING DIVISION Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4061 Seattle, WA 98101 0206 587 7120 W BurgessPNW.co All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description PERMIT SET CITY CORRECTIONS POST PERMIT REVISION 07.13.18 08.16.18 11.02.18 /3\ POST PERMIT REVISION 2 12.07.18 City Electronic Stamp. Location Drawn by: MK Project No: 18.SB13,00' Project Manager: RM DETAILS RECEIVED CITY OF TUKWILA DEC 01 2018 - PERMIT CENTER - Original drawing is 24" x 36 Scaleentities accordingly/if reduced A.9.1 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 DEVIC SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. CE) GENERAL DEVICE ALIGNMENT I I NTS PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS ® END OF PARTITIONS. 3-#8 PAN HEAD SHT. MTL. SCREWS 6"x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6"MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET NTS PARTITION TYPE AS SCHEDULED lol _i 2 1/2" X 2 1/2 X 3/16" STEEL TUBE POST 3/16" 2 1/2" X 7 1/2" X 1/4" STL BASE PLATE ANCHORED TO FLOOR (4) 1/2" DIA. EXP. BOLT ANCHORS WITH 2-1/2" MIN. EMBED PLAN 3/4" TYP. ISOMETRIC PARTIAL HT. PARTITION SUPPORT POST NTS BOTTOM OF STRUCTURE ACOUSTIC SEALANT - E SIDE, TOP & BOTTOM — POWDER DRIVEN FA, • 24"oc LONG LEG TOP CEILING AS SCHEDULED 3-5/8" 20 GA. METAL STUDS O 24" O.C. (2 ROWS) 14'-9" MAX. HEIGHT (2) LAYERS OF 1/2" DUROCK (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE OF PARTITION 12" ROCKWOOL ACOUSTIC INSULATION (FILL CAVITY FULL) POIVEN FASTENER O 24" MET RUN av TRACK CONCRETE AT SIM CONDITION PROVIDE 1 HOUR FIRE RATED PARTITION. R FOLLOW FIRE RATING INFORMATION APPLICATION, SCREWS, FIRE TAPE, ACOUSTIC PARTITION EXISTING STRUCTURE OPTIONAL ROCK WOOL TO BE INSTALLED AS REQUIRED 5/8" GWB 3 5/8" 25 GA. MTL STUDS 0 24" O.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING "O HD TITEN SCREW OR i"0 EXPANSION BOLT ® 24" O.C. W/ MIN. 2-3/4" EMBEDMENT MIN. NEW ACOUSTIC CEILING PROVIDE BLOCKING AS REQUIRED ACOUSTIC FABRIC CURTAIN SOUND SEAL BARRICADE BSC-25 ACOUSTIC CURTAIN @ GLAZING Li 0 AND BK EXISTING STICK -PIN INSULATION EXISTING EXTERIOR CONCRETE WALL EXISTING FURRING AND INSULATION EXISTING EXTERIOR GLAZING 1 1/2" = 1'-0„ C 111111111111111 111III IIIIIIIII011111IIIIIII CENTERLINE OF DOOR AND TRANSRION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED TRANSITION STRIP: )i" STAINLESS STEEL SCHLUTER STRIP TILE FLOOR AS SCHEDULED THRESHOLD @ CARPET TO VCT. 1 I 0 • 3 6 12 PROVIDE 6" 25 GA METAL STUDS © 24" 0.C. ATTACH TOP TRACK TO STRUCTURE W/ 3/8"0 TITEN HD SCREW OR 3/8" 0 EXPANSION BOLTS iii ® 24" 0.C.. PROVIDE 2 3/4" MIN. EMBEDMENT. V j EXISTING STRUCTURE 11111111111111111111 SUSPENDED CEILING AS SCHEDULED GLAZING SECTION 3"=11-0" 2"X2"X12" MIN. LEG AT STRUCTURE -ATTACH WITH (2)1/4"0 TITEN HD SCREWS OR 1/4"0 EXPANSION BOLTS EMBED MIN. 1 5/8" 2 1/2" 25 GA. METAL STUD CROSS BRACING 8'-0" 0.C. ATTACH TO VERTICAL STUD W/(2) #8 SCREWS 1111111111111111111111111 1 O'-0" A.F.F. PROVIDE BLOCKING AS REQUIRED. BLOCKING IS CUT SO THAT GWB SOFFIT REMAINS MAINLY INTACT SUSPENDED 5/8" GWB TYPE 'X' SOFFIT ALUM. GLAZING CHANNEL GLAZING AS SCHEDULED ALUM. GLAZING CHANNEL WITH NYLON GROMMET 3 STUDS MIN. acal COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING EXISTING STRUCTURE EXISTING TRUSSES BEYOND 2"X2"X12" MIN. LEG AT STRUCTURE -ATTACH. WITH (2)1/4"0 TITEN HD SCREWS OR 1/4"0 EXPANSION BOLTS EMBED MIN. 1 5/8" 6'-O" PROVIDE 2-1/2" 25 GA METAL STUDS O 24" O.C. ATTACH TOP TRACK TO STRUCTURE W/ 3/8"0 TITEN HD SCREW OR 3/8"0 EXPANSION BOLTS © 24" 0.C. PROVIDE 2 3/4" MIN. EMBEDMENT. ATTACH PAC INTERNATIONAL RSIC-1 RESILIENT. CLIPS WITH SLOTTED HAT CHANNEL TO EXISTING TRUSSES ALONG ENTIRE LENGTH AND TO SUPPORT PVC CURTAIN TRACK. THIS CHANNEL SHOULD NOT BE USED TO SUPPORT CEILING SYSTEM, 12" ROCK WOOL 12'-1" ( J GWB ONE LAYER OF 1/2" DUROCK BOARD, THEN ONE LAYER OF 5/8" GWB WITH 2" FINISH LAYER OF POLYESTER FIBERBOARD, MANUFACTURER: FSORB PVC CURTAIN AND TRACK SYSTEM TO BE MOUNTED DIRECTLY BELOW FINISH CEILING. PROVIDE ATTACHMENT OF TRACK TO SLOTTED HAT CHANNEL ABOVE USING BOLTS PROVIDED BY TRACK MANUFACTURER WITH SPACING OF ATTACHMENT POINTS BASED ON MANUFACTURER REQUIREMENTS. PVC CURTAIN TRACK SUPPORT DETAIL 1/2" = 1'- REVIEWED FOR CODE COMPLIANCE APPROVED DEC 13 2018 City of Tukwila BUILDING DIVISION 1 Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1324 Pihh Avenue, Suite 900I Seattle, WA 98101 T 20b 587 7120 W BurgessPNW.co All reproduction intellectual property rights reserved c 2017 Professional seal. /Z.D No. Issue Description. Dote PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 POST PERMIT REVISION 11.02.18 POST PERMIT REVISION 2 12.07.18 City Electronic Stamp Location .Drawn by: MK Project No: 18.SB13.00 Project onager RM DETAILS RECEIVED CITY OF TUKWILA DEC 0 7.2018 --)E8N11 1 . e NI thing is 24" x 36". Scale- entities accordingly if • reduced A.9.5 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 AND2015 ARCHITECT. FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS" WITH- SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 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 DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC: 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20, GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND.ALL OTHER ITEMS REQUIRING IT, 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. "178.17 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC -ACOUSTICAL PANEL CEILING MISC -MISCELLANEOUS APPROX - APPROXIMATE MTD -MOUNTED ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE MTL - METAL AV - AUDIOILVISUAL N/AIC- NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT - BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER 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 DW - DISHWASHER RA -RETURN AIR DWG - DRAWING RCP - REFLECTED CEILING PLAN EA -EACH REC - RECESSED EL - ELEVATOR REF - REFERENCE ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE EQ - EQUAL REV -REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM RO - ROUGH OPENING EXT - EXTERIOR RTD - RATED FA - FIRE ALARM 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 - FLOOR SPKR - SPEAKER FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL -STRUCTURAL FURR - FURRING GA - GAUGE STRUC - STRUCTURAL GC - GENERAL CONTRACTOR SYMM - SYMMETRICAL GL - GLASS TBD - TO BE DETERMINED 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 IN - UNLESS OTHERWISE NOTED -INCLUDED OR INCLUDING UON INFFOO -INFORMATION . Mpg - UNINTERRUPTED POWER SUPPLY VCT -VINYL COMPOSITION TILE LAV - LAVATORY LAV - LAVATORY VIF - VERIFY IN FIELD - A L00T w/ - WITH AL MAXL - MATERIAL MAX -MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD -WOOD W / - WITHOUT 0 1. PROJECT ADDRESS: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA, 98168 2. APPLICABLE CODES & ORDINANCES: 2015 INTERNATIONAL BUILDING CODE 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 EXISTING BUILDING CODE 2009 ICC / ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND " FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: V-B FIRE RESISTIVE SYSTEM: SPRINKLER PER NFPA13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: NON -RATED PER IBC TABLE 1020.1 TENANT: STRUCTURAL ENGINEER: LEOSTELLA A GRID ENGINEERS ATTN: MARC RENAUD P.O. BOX 30797 SEATTLE, WA 98113 ARCHITECT/DESIGNER: TEL: 206.898.3737 Burgess Design, Inc. ATTN: BRYAN TOKARCZYK 1326 - 5th Avenue, Suite 400 Seattle, Washington 98101 MECHANICAL & PLUMBING ENGINEER: Tel: 206.587.7120 Mean(Submitted under Permits: Fax: 206.587.7122 Mechanical: M18-0094 ATTN: RANDY MORGAN Plumbing: PG18=0097 BUILDING MANAGER: SABEY ELECTRICAL ENGINEER: Hargis Holmes Electric (Submitted under Permit 12201 TUKWILA INTERNATIONAL BLVD. No, EL18-0703 4TH FLOOR WA 98168 SEATTLE, FIRE/LIFE SAFETY ENGINEER: TEL: 206.277.5271 ATTN: TOM SPADER PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE GENERAL CONTRACTOR: SUBMITTALS. SABEY CONSTRUCTION 12201 TUKWILA INT'L BLVD., 4TH FLOOR SEATTLE, WA 98168 TEL: 206.281.8700 ATTN: JOSH JOHNSON 5, EXITS: REVISIONS APPROXIMATE AREA OF CONSTRUCTION: 18,003 SOFT (EAST SUITE) 935 SOFT (CONFERENCE/SUPPLY) 324 SOFT (SHOWER ROOMS) TOTAL APPROXIMATE SUITE AREA: 18,003 SOFT (EAST SUITE) OCCUPANT LOAD FACTOR: REFER TO G,0.2 No changes shall 1 » m 1r'r1 to the SO0oP of work without rr,or nt' ,rovrl of Tukwila $ui101n t7 T7ivit7lon NOTE. Revisions will reculre a nr ,^� plan subrnittf•+I and may include additional plan review Ws11. NUMBER OF TOTAL PROPOSED OCCUPANTS: REFER TO G,0.2 NUMBER OF EXITS REQUIRED: REFER TO G,0,2 MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLER PER IBC TABLE 1006.2.1 6. PROJECT DESCRIPTION: DRAWING I N D E X NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, SIDELIGHTS, CASEWORK AND FINISHES. A SMALL \ DRAWING ISSUED PORTION OF THE EXISTING SLAB WILL BE REMOVED FOR A DEPRESSED SLAB AREA. DATE ao ri e- o co 4 c' co o _ -OTHER GENERAL X X X G.0.0 COVER SHEET / PROJECT INFORMATION X X X G.0.1 PROJECT NOTES X X X G0.2 CODE SUMMARY LEGAL DESCRIPTION / PARCEL N O X X G,0,3 SITE PLAN . ARCHITECTURAL INTERIORS PARCEL NUMBER: 734560-0580 X X X _/ A,1.1 DEMOLITION PLAN LEGAL DESCRIPTION: RIVERTON ADD LOTS 17 THRU 26 & THE W 50 FT OF LOT 9 BLOCK 8 X X X A,1.2 DEMOLITION PLAN OF RIVERTON REPLAT TGW LOTS 9 THRU 24 OF BLOCK 7 TGW VACATED 37TH AVE S X X X A,2A,1 CONSTRUCTION PLAN ' ADJOINING BLOCK 7 & 8 UNDER VACATION ORDINANCE NO 1937 RECORDING NO X X X A.2A.2 " CONSTRUCTION PLAN 20001227002657 LESS PORTION OF LOTS 9 & 24 IN BLOCK 7 - BEGIN SW CORNER OF OF TH N 90-00-00 E X X X A.2B.0 REFLECTED CEILING DEMOLITION PLAN BLOCK 7 TH N 01-46-02 E 400.41 FT TO POINT BEGINNING 420.13 FT TO POINT ON WLY LINE OF BLOCK 8 & TERMINUS OF SAID LINE LESS PORTION X X X A.2B.1 REFLECTED CEILING DEMOLITION PLAN LOTS 16 THRU 20 BLOCK 7, VACATED 37TH AVE S ADJOINING BLOCKS 7 & 8 AS VACATED X X X A.2B.2 REFLECTED CEILING PLAN BY ORDINANCE NO 1937 LY SLY AND/OR WLY OF FOLLOWING DESCRIBED LINE BEGIN SE X X X A.2B.3 REFLECTED CEILING PLAN CORNER LOT 17 BLOCK 8 TH N 01-46-02 E 5 FT TO POINT ON LINE 5 FT NLY, A.2C.1 POWER & DATA PLAN MEASURED AT R/A, FROM S LINE OF BLOCK 7 & 8 AND POINT OF BEGINNING TH N A.2C.2 POWER & DATA PLAN 88-18-50 W 694.62 FT TO BEGIN OF CURVE CONCAVE TO NE WITH RADIUS OF 20 FT TH A.2D.1 FINISH FLOOR PLAN WLY & NLY ALONG ARC SAID CURVE THRU C/A 91-04-52 DISTANCE 31.79 FT TO POINT A.2D.2 FINISH FLOOR PLAN ON LINE 5 FT ELY, MEASURED AT R/A, FROM W LINE OF BLOCK 7 TH N 01-46-02 E STREET /� MAP 1 Pp FT TO POINT ON N LINE OF LOT 4 DONALDSON ADD EXTENDED ELY TO TERMINUS X X X A.6.1 ENLARGED SHOWER ROOM PLANS/ DETAILS OF THIS LINE LESS LOT 17 THRU 24. BLOCK 7 PORTION OF REVISED LOT B OF CITY OF X X X A,6,2 SHOWER ROOM ELEVATIONS TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000 027 RECORDING NO 200102211001777 r4 1260PE, wars^ ` ? > • X A.7.1 GLAZING ELEVATION FILE C' 11'Y DID ��j�/j.� O2k9 X A.8.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE P2ri =.a N o. - X X X A.9.1 DETAILS �,,,,, f r Plan Caul ',Y a ; rc;.wa i sllajeot t0 C;rOT, 0; d c ;;vi0ns. X X X A.9.2 DETAILS v _I tE t, IT r ; }1 - r r documents Approval Of Cuii , ction 1 X X X A,9.3. MILLWORK / DETAILS I ���;, ;_ FOR: �; GOC3 riot c.i.i iloriZe X X X A.9,4 DETAILS h the violation of uny ado,to� J or crdi-" , f ;o ;C;pt X X X A.9.5 DETAILS c�llanical d of approved Field Cop, n condiiions i cl.n ��lo:.'gad: X A.9.6 DETAILS ___///��� ETcctrcal lumbing By: / \ STRUCTURAL D E F I N I T I O N S AND DIMENSION Illi Gas Piping STRUCTURAL GENERAL NOTES Date' A�' r�' l X SO.10 STRUCTURAL GENERAL NOTES City of Tukwila X S1.0 FOUNDATION PLAN A. DEFINITIONS: BUILDING DIVISION City of Tukwila X S3.0 CONCRETE DETAILS BUILDING DIVISION X S5.0 STEEL DETAILS 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. T. "SIMILAR" OR" "SIM.'' INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO " COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS, 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: KEY PLAN / FLOOR PLATE - ( "..25' LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA, 98168 SYMBOLS ELEVATION REFERENCE SYMBOL INDICATES FINISHED I r ii"""""- EXIT EXIT I SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR DETAIL IDENTIFICATION 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND O D EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS . SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE" FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED: 5, VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE' OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS. AS NOTED.1\IQ,11m)IY DRAWING TITLE SHEET NO. p REFERENCE SYMBOL GRAPHICAL SCALE TITLE s r \ ®SECTION o a^ DTL FLOOR ELEVATION SYMBOLS 1 - EXIT EX T�� i'� SHT 92'-0" +1' 0" NOMINAL FLOOR - _ ". 1 " 1 (, DETAIL REFERENCE SYMBOL / ELEVATION HEIGHT (ABOVE/BELOW) DTL BUILDING SPACE / ROOM ID f - _ _ EXIT $ : , :• • On SHT OFFICE -* SPACE NAME 1127 SPACE NUMBER SYMBOL. _ ! ) ' Ilk COLUM AND/OR GRID LINE DIMENSION LINE: DOOR ® 20 - O" SYMBOL a o . EXIT. ;", EXIT t DOCUMENT SHEET SYMBOL 1 < NOTES ° J ■ KEYED SHEET L ANGLE © AT G1 - GLAZING SYMBOL � q_ CENTERLINE ' / 1 \ �r REVISION NUMBER AREA(S) OF WORK Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 0 206 587 7120 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 No. Issue Description • Dote - PERMIT SET 07.13.18 /1\ CITY CORRECTIONS 08.16.18 POST PERMIT REVISION 11.02.18 REVISIONNO_L ..10yFtVitiAltbnithIcau n CODE COMPLIANCE APPROVED. NOV30201188 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NUV 05 2018 PERMIT CENTER Drown by: MK. Project Project No: 18.SB13.00 onager: RM COVER SHEET / PROJECT INFORMATION • Original drawing is 24" x 36". Scale entities accordingly if reduced G.O.O PROJECT NOTES DOOR HARDWARE 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 TRANSINON. USE` STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL, UNO. Qom^ N OU!I - MECHANICAL HVAC SYSTEM WITH AU. MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF HVAC SYSTEM AS REQUIRED. DRAWINGS INDICATE: &SIZES OF GRILLES &REGISTERS. 1. PROVIDE BUILDING STANDARD SYSTEM. CONTRACTOR TO BALANCE 2. DESIGN BUILD MECHANICAL ENGINEERING A. DUCTS, AIR MOVEMENT REQUIREMENTS, 1. FINISH AND SPECIALLY 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. 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. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 30. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12", NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL 3, ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE AT LEAST TWO (2) KEYS FOR PRIOR TO INSTALLATION.' 2. PLUMBING, ELECTRICAL, MECHANICAL &LIFE SAFETY SHALL BE PERFORMEDARUNDER 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. EACH LOCK AND TWO(2)MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 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'. 4, HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS, REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY: 4, SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW: 32. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER SPECIFICATION, MANU ACTURERSLION, F 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES, 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT: 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. 33, UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE, LING CONDITIONS DESIGN OF HVAC WILL ACCOUNT FOR CHANGES IN THE RETURN AIR PLENUM. ALL HVAC WILL BE VISIBLE AND 6. IN OPEN CEIUNG SUITABLE MATERIAL AND INSTALLATION METHOD, UWITH THE BUILDING MANAGEMENT.. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS H LD ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 34. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS.6. 7, IN HTGHRISE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF' SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF 5, VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. 35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. NEEDED. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. jlpp221 XXYf - ELECEICA -AND TELECOMMUNICATIONS DMSIDN I - GENERAL CONDITKRIS 36. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH, 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, LION, PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS, REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE, NECESSARY FOR PROPER INSTALLATION AND OPERATION. 37. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL 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 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 A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. OUTLETS PER POWER AND DATA PLAN, BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS, 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLES. B) SEALED WOODWORK TOE BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. HAVE A 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD TENANT. MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH 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 12. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: 38, PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL SPECIFICATIONS MANUAL"- (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE 4, ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, LION, EXPENSE. PANIC HARDWARE - UL #305 LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED VON, 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT, 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FW-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTHIDTH AND OPEN FORCE NO MORE THAN 5 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 39, PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS, LATEX PAINT: AWS SYSTEM 3-B "CUSTOM° (1) COAT PRIMER AND IWO (2) FINISH COATS, GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 6, ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT, - A 7, ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL 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 0 SHALL HAVE COD R UIR U VALUE D WEATHER STRIPPING. 13, ALL EXTERIOR DOORS SHA E REQUIRE-0 ED AN WEA 40. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 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 FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 14. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, VON. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES, COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT, 7, CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES, FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT UMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, 15, CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS, 42, WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM; LION. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT INCLUDING THE TELEPHONE SWITCH COPIERS,.COMPUTERS,ETC.) ) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. SMOKED HEAT DETECTORS AND EXIT SIGNS, AN 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR 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 43. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES).FURNITURE. 9, COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. BEFORE PROCEEDING WITH THE WORK. 44. PUTT ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC, BEFORE APPLYING FINISH. 10. ALL ELECTRICAL WIRING; TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS WALLS, OR 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 17. RATED GLASS (CERAMIC)RELIEF SHALL BE PREMIUM POLISHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3 45. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. CEIUNGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER, UNO. 10, ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHE STANDARD SPECIFICATIONS DMSKIN IX - FINISHES 46. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS NE SANDPAPER O PRODUCE SMOOTH WITH FINE R T RO FINISH, 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED T0: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 1, INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE 11, THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING NI AND WILL , HELD ALRESPONSIBLEOTFOR PROPER ESTABLISHMENT ALL AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES, PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. R UNIFORM AND SMOOTH, HAR OF RUNS, NAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAI MAKE FINISH OTHER PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS 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. 12 THE CONTRACTORS SHALL USE DIMENSIONS ONLY. 00 NOT SCALE PLANS: ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 3. ALL PARTmON HEADS SHALL MATCH BUILDING STANDARD, LION. 49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT 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, 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. 4, WALLS SHOWN AUGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. DNISK1 L - IIRNISHWG3 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS, 5, SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND AND CLEANED TO LIKE -NEW CONDITION. 14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY SCHEDULE CONFLICTS. CEILING GRID,15, 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS, PROVIDE WITH SHEET METAL BACKING WITHIN ALL E. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING'CONDITIONS LION. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION' COVER PLATE, OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION' BETWEEN EACH DEVICE, 15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN LIEU OF STANDARD ALL WORK SHALL BE WARRANTED FOR WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 3, ALL INTERIOR SIDELIGHTS TO RECEIVE t" MINI BLINDS WHERE INDICATED IN DRAWINGS. MINI-BUNDS BACK-TO-BACK OUTLETS ARE NOT PERMITTED, OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. ONE. YEAR. 7, CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 17, LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE 16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS, UTILIZE REBAR OR TENDON PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. INSTALLATION. DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS. DMSION it -SITE WORK AND OEMOLTIIOIQ 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, LION. 6. TENANT'S FURNITURE SHALL BE THE RESPONSIBILITY OF THE TENANT AND THEIR VENDOR, GC SHALL INVITE AND COORDINATE 18, ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION, TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS, 19, THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS 9, INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. LOCATED IN THE CONSTRUCTION AREAS, UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN, OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 7. FURNITURE SYSTEMS CONNECTIONS' (WHIPS) SHALL BE PROVIDED BY TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC, LINO, GC TO COORDINATE, VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES.' COORDINATE EXACT LOCATION WITH FURNITURE 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS DIVISION XXI - FIRE SUPPRESSION VENDOR. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. SPECIFIED, 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, STSItM 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY1, 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE, PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. FURNITURE, FINISHES &,CASEWORK.' 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 12, PROVIDE FRAMING FOR SUSPENDED CEIUNG WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPUCABLE CODES AND AS SHOWN ON DRAWINGS. 2, PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, ARE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE, DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT, 22 PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED: 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT 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 3, PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC, AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH", 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL 8E MARKED AS REQUIRED IN IBC SECTION 703.7. 4, FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-108C 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE' DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, VON. 24, RECIRCUIT ALTER OR SEPARATE ELECTRICVOICE. AL AND SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 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, 15. PROVIDE NEW CEILING TILE, CEIUNG GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 5, FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, VON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY, 25. IN AN OPEN CEILING CONDITION ALL ELECTRICAL AND VOICE DATA SHALL BE VISIBLE AND SUITABLE INSTALLATION METHODS SHALL BE USED. 0.SION MVI - ARCHITECTURAL CARPENTRY AND CASEWORK 16, PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF 6. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: 26. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ` ALL SWITCHES SHALL BE MOUNTED AT A 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAJLERS, EXISTING CONDTONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS C. SPRINKLER HEAD SPECIFICATIONS. MAXIMUM HEIGHT OF 48" A.F.E. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC, AS DETAILED, 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS E. CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 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. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 18. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 29, VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 3: CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK: CABINETS SHALL BE FLUSH CONSTRUCTION. 19, ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, LION. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, LION. 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. VON. 20. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 9, USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE 4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. SPECIFICATION AND CODES. HEADS BY CITY FOR THIS PROJECT. 31, REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL 5. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR 21, ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER, 10, IF CEILING IS DESIGNED FOR AN OPEN CEILING CONDITION DC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION. ENERGY CODE COMPLIANCE, VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS, HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, VON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, VON. 22. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED, WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED, DMSION /MI - pAM 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. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. SHELVING SHALL COMPLY WITH AWI SECTION 600. 23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING To OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 1. PROVIDE SUPPLY, WASTE AND VENT UNES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNITS)(, VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE, 34. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS. INDICATE: 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAN STYLE HINGE AND FULL EXTENSION HEAVY DUTY A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES, DRAWER GLIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. B. UFE SAFETY EQUIPMENT. .' C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES, 8. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, LION. 25, IN OPEN CEILING CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE 3, PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, LION. D.,UGHT FIXTURE SPECIFICATIONS CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH 9. SHELF EDGING TO BE P-LAM, VON. 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, LINO. THIS MAY 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 35, CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 10, SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE, 5: ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH 36, CONTRACTOR SHALL RE AND -SWITCH AND BUILDING MANAGEMENT AND INSPECTORS. -CIRCUIT RE ALL ASPECTS OF TENANT SUITE ADJOINING SUITES AS NECESSARY TO FULLY DOtra MAL ANTHERD MOISTURE PROTECTION 26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES. AS NEEDED, WATERPROOFING ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 37. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY 27, NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. N PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT, GC SHAD, VERIFY ALL 1. WHEN WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION. INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, LION. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 38, PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE CONDITIONS AND CODE REQUIREMENTS: 2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING. ADDED TO BUILDING. MANAGEMENT. 39. EXIT SIGNS SHALL HAVE UL #924, FIRE PROTECTION 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 1. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN RATED ASSEMBLIES. UNOBTAINABLE AT THE START OF THE PROJECT. 2. IN OPEN CEILING CONDITIONS REPAIR OR REPLACE FIRE PROTECTION AS NEEDED. 41. VERIFY ALL ENERGY CODE REQUIREMENTS WITH JURISDICTION OF RECORD. VERIFY UGHT SWITCHING WITH TENANT AND BUILDING MANAGEMENT. 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 42, PROJECT MAY HAVE LED LIGHTS SPECIFIED. PROVIDE LIGHTING LEVEL ANALYSIS ON FOOT CANDLES) FOR DESIGNER'S REVIEW MATERIALS 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 4. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBLIES AS NEEDED. MATCH EXISTING THE FIXTURE (10 YEARS). RATINGS AND CONDITIONS. PROVIDE FIRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. VERIFY WITH BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS. 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 DM5LDN VNI - DOORS AND H4Ut0WARE DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, VON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. ab 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR AND SIDELIGHT STYLE TO MATCH IF A VARIATION IS PRESENT. RECEI REViSl1ON`;8, CITY OF T NUV OE PERMIT Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURG ESS INTERIOR ARCHITECTURE 1326 968 Aven Suite 400 l Seattle. WA 981011208 587 712 All reproductlon & intellectual property rights reserved c 2017 Professional seal No. Issue Description Dote PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 POST PERMIT REVISION 11.02.18 City Electr ,n c RPME P FOR CODE COMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: . RM Project No: 18.S813.00 PROJECT NOTES KWIL1 2018 ENTER el drawing is 24, x 36". Scale entities accordingly if reduced G.O.1 SUMMARY NUMBERS SHOWN ARE MAXIMUMS 1. OCCUPANT(S) PER ROOM — BASED O= BUSINESS/OFFICE: 0 0 0 = BUSINESS/ASSEMBLY: = INDUSTRIAL: = STORAGE: ON TABLE 1004.1.2 OF THE I.B.C. 1 OCCUPANT PER 100 SQUARE FEET 1 OCCUPANT PER 15 SQUARE FEET 1 OCCUPANT PER 100 SQUARE FEET 1 OCCUPANT PER 500 SQUARE FEET 2. TYPE OF OCCUPANCY LOAD APPLIED — BASED ON THE ABOVE LEIIER B SUITE TOTAL 'B' OCCUPANTS = 5,681/100= 56.8 =59 OCCUPANTS 'A-3' OCCUPANTS = 2,289/15= 152.6= 153 OCCUPANTS 'S-2' OCCUPANTS = 982/500= 1.9= 2 OCCUPANTS 'F-1' OCCUPANTS = 8,711/100= 87.1= 88 OCCUPANTS TOTAL OCCUPANTS = 302 OCCUPANTS (2 EXIT REQUIRED; 5 PROVIDED) CODE SUMMARY 1" = 10' — 0" WEST SUITE 'B' OFFICE: 15,700 SF OCCUPANT LOAD FACTOR: 100 OCCUPANT LOAD: 158 SUITE BUILDING CONFERENCE 'A-3' OFFICE: 719 SF OCCUPANT LOAD FACTOR: 15 OCCUPANT LOAD: 48 BUILDING SUMMARY i :XISTING HI -LOW ADA COMPLIANT DRINKING FOUNTAIN EXIT 1/32" = 1'— 0" EQUIPMENT SUB -ASSEMBLY ±976 SF/ 10 OCC. F1 STORAGE *908 SF/ 2 OCC. 0 `Hl BAKE -OUT ±332 SF/ 4 OCC. 0 FLAT -SAT ±605 SF/ 6 OCC. F1 TRY ±146 SF/ " 2 T./CC." CONFERENCE ±245 SF/ 17 OCC. 0 z 0 0 U CONFERENCE ±377 SF/ 25 OCC. 0 CLEAN ROOM ±5,407 SF/ 54 OCC. 0 1 37.3 El 81'-6" EXIT SEPARATION GREATER THAN 1/3 DIAGONAL OF SPACE INDICATES EMERGENCY ILLUMINATION ALONG COMMON PATH OF EGRESS OFFICE ±5,435 SF/ 55 OCQ„ 9 1 EAST SUITE LEO STELLA 'B' OFFICE: 5,681 SF 'A-3' OFFICE ASSEMBLY: 2,289 SF 'F-1' INDUSTRIAL: 8,711 SF 'S' STORAGE: 982 SF OCCUPANT LOAD FACTOR: 15/100/500 OCCUPANT LOAD: HORIZONTAL PASSAGE Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400I Seattle, WA 98101 T 206 587 7120 W 9urgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professionol seal No. Issue Description Date PERMIT SET 07.13.18 /1\ CITY CORRECTIONS 08.16.18 ,/ POST PERMIT REVISION 11.02.18 City Electron SREVIEWED FOR CODE COMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project No: 18.SB13.00 Project Monager: RM CODE SUMMARY fl EIVF ) is 24" x 36 . Scale entities accordingly CITY 6F TUKWILA NUV 05 2018 PERMIT CENTER educed G.O.2 S8916'52"E 190.00' EXISTING ADA PARKING 126TH STREET SITE PLAN ACCESS BLE ENTRANCE BETWEEN BUILDINGS ADA ACCESSIBLE BUILDING ENTRY S89° 16'52"E 331.11' EIISI Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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.coni All reproduction & intellectual property rights reserved c 2017 Professional seal No. - Issue Description' Date PERMIT SET 07.13.18 /I\, CITY CORRECTIONS 08.16.18 POST PERMIT REVISION 11.02.18 City Electroni REV, FOR COD'S tIEW1E�tiMOLIANCE APPROVED NOV 302018 City of Tukwila BUILDING DIVISION Drawn by: MK Project Monager: RM. Project No: 18.SB 13.00 ' SITE PLAN FIEGEIVEDis 24" x 36". Scale entities accordingly if reduced CITY Ur i uh1N1LA L_I-1_j-I 1" = 30'- 0" NUV052018 PERMIT CENTER G.O..3 DEMOLITION SYMBOLS 1 = _ EXISTING CONSTRUCTION TO BE REMOVED DEMOLITION PLAN uzn � 0 8' 16' 24' O v —� _J r I / O/ 2 . I I I I I I vr=====____ I II 0/ IE� r _II L r'— J� J— — L J P C /<1 L U LLJ Q Z 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 DEMOLITION OCCURS. KEYED SHEET NOTES DEMO DOOR, FRAME, AND HARDWARE — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. DEMO RELITE AND FRAME — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. DEMO EXISTING SECURITY DESK. PATCH AND REPAIR SURFACES TO MATCH ADJACENT FINISHES, AND TO MAINTAIN BUILDING QUALITY FINISH STANDARD. DEMO EXISTING LOWER AND/OR . UPPER CASEWORK. PATCH AND REPAIR SURFACES, AS REQUIRED FOR NEW CONSTRUCTION AND FINISHES. DEMO EXISTING PLUMBING FIXTURE, HARDWARE AND ASSOCIATED WATER & DRAIN LINES. REMOVE WATER& DRAIN LINES BACK TO SOURCE AND CAP OFF. PATCH AND REPAIR SURFACES, AS REQUIRED FOR NEW CONSTRUCTION AND FINISHES. DEMO PORTION OF EXISTING PARTITION FOR INSTALLATION OF NEW DOOR. REFER TO A.2A.2 AND A.9.1 FOR ADDITIONAL INFORMATION. DEMO PORTION OF EXISTING FLOOR SLAB FOR CONSTRUCTION OF NEW EQUIPMENT PIT. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. AREA OF SLAB DEMOLITION FOR NEW PLUMBING LINES. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL DRAWINGS FOR PATCHING BACK CONCRETE FLOOR. REMOVE ANY PARTITIONS, FLOORING, WALL FINISH MATERIALS AS REQUIRED FOR WORK. PATCH WALL, FLOOR AND WALL FINISHES BACK TO WHOLE CONDITION. bf6- RE\'S U3 C Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 206 697 7120 W QurgessPNW.00 All reproduction & intellectual property rights reserved c 2017 No. Issue Description Dote PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 POST PERMIT REVISION 11.02.18 City. Electra-1 is REVIEWEDFOR CODE COMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project No: 18.SB13.00 Project Manager: RM DEMOLITION PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced fECEIVED TY OF TUKWILA NUV 05 2018 A.1.1 PERMIT CENTER 7fir— I I I I I I I I I I I I I I I I I I JL L LL— DEMOLITION PLAN 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, VON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE -USE, VON. 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, VON. 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 DEMOLITION OCCURS. KEYED SHEET NOTES 0 4 4 Q O 4 4 0 DEMO DOOR, FRAME, AND HARDWARE - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLIC VERIFY WITH BUILDING MANAGEMENT. DEMO RELITE AND FRAME — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE: VERI WITH BUILDING MANAGEMENT. NOT USED DEMO EXISTING LOWER AND/OR UPPER CASEWORK. PATCH AND REPAIR SURFACES, AS REQUIRED FOR NEW CONSTRUCTION AND FINISHES. DEMO EXISTING PLUMBING FIXTURE, HARDWARE AND ASSOCIATED WATER & DRAIN LINES. REMOVE WATER& DRAIN LINES BACK TO SOURCE AND CAP OFF. PATCH AND REPAIR SURFACES, AS REQUIRED FOR NEW CONSTRUCTION AND FINISHES. DEMO PORTION OF EXISTING PARTITION FOR INSTALLATION OF NEW DOOR. REFER TO A:2A.2 AND A.9.1 FOR ADDITIONAL INFORMATION. DEMO PORTION OF EXISTING FLOOR SLAB FOR CONSTRUCTION OF NEW EQUIPMENT PIT. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. AREA OF SLAB DEMOLITION FOR NEW PLUMBING LINES. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL DRAWINGS FOR PATCHING BACK CONCRETE FLOOR. REMOVE ANY PARTITIONS, FLOORING, WALL FINISH MATERIALS AS REQUIRED FOR WORK. PATCH WALL, FLOOR AND WALL FINISHES BACK TO WHOLE CONDITION: LE. AREA OF SLAB TO BE REMOVED FOR INSTALLATION OF NEW DEPRESSED SLAB WALLS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND FOR PATCHING BACK CONCRETE FLOOR. REMOVE LAYER' OF GWB FROM BOTH SIDES OF WALL TO EXPOSE CAVITY. MAINTAIN THE INTEGRITY OF THE RATED GWB HARD —LID ABOVE THE CORRIDOR CEILING REMOVE LAYER OF GWB TO EXPOSE CAVITY AT EXISTING EXTERIOR WALL UP TO WHERE NEW CEILING WILL BE LOCATED. REMOVE ANY EXISTING INSULATION. Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 1326 Fifth Avenee, BURGESS INTERIOR ARCHITECTURE 4001 Seattle, WA 98101 T 206 S87 7120 rgessPNW.com All reproduction & intellectual properly rights reserved c 2017 Professional seal No. Issue Description D PERMIT SET 07.13.18 /i", CITY CORRECTIONS 08.16.18 POST PERMIT REVISION 11.02.18 City Electron COD COM ANCE APPROVED City of Tukwila BUILDING DIVISION Drawn by; MK Project 'No: 18.SB13.00 Project Manager; R DEMOLITION PLAN C'_0j? 1/i_. n �E v x 36". Seole ` [ k ,af!fj NUV 05 2018 PEJMlT CENTER ntities accordingly if reduced A.1.2 SYMBOL LEGEND # EXISTING CONSTRUCTION TO REMAIN CONSTRUCTION PLAN 0 8' 16' 24' EQUIPMENT SUB -ASSEMBLY OPEN OFFICE OPEN OFFICE anneEral NEW INSULATED INTERIOR FULL HEIGHT, TO DECK ABOVE, PARTITION CONSTRUCTION, PER DETAIII R/A49.1 ONIsossoll NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DET1 F.E.C. i I NEW INSULATED INTERIOR FULL HEIGHT, WITH (2) TWO LAYERS OF 5/8" GWB OVER 4" SHAFT WALL, 1" FROM EXISTING RATED PARTITION, TO DECK ABOVE PARTITION CONSTRUCTION, PER DETAIL F/A.9.5 NEW INSULATED INTERIOR FULL HEIGHT-SIMILIAR TO F/A.9.5 WITH NEW WALL TO MATCH EXISTING FIRE RATED CORRIDOR PARTITION, TO DECK ABOVE PARTITION CONSTRUCTION NEW INSULATED INTERIOR FULL HEIGHT, TO DECK ABOVE, 'SOUNDGUARD' ACOUSTIC PARTITION CONSTRUCTION, PER DETAIL R/A.9.5 FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET A NEW 'SOUNDSEAL' BARRIER CURTAIN, REFER TO CURTAIN NOTES FOR ADDITIONAL INFORMATION. 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 01 NOT USED EXISTING ADA COMPL T DRINKING FOUNTAINS, 3O PROVIDE VAPOR RETARDANT PRIMER ON ALL EXTERIOR & INTERIOR WALLS, NEW AND EXISTING ON THE HUMIDITY CONTROL SIDE WHERE THE SPACE ON THE OTHER SIDE OF WALL DOES NOT HAVE HUMIDITY CONTROL. 4O PROVIDE VAPOR BARRIER ON ALL NEW INTERIOR WALLS ON THE SIDE THAT HAS NO HUMIDITY CONTROL WHERE THE OTHER SIDE OF THE WALL HAS HUMIDITY CONTROL. REVISIO N�L Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W Bur9essPNW com All reproduction & Intellectual property rights reserved c 2017 Professional seal 0z../8 No. Issue Description Dote PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 /' \ POST PERMIT REVISION 11.02.18 City Electrons st/tp FOR CODE COMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project No: 18.SB13.00 Projec onager: RM CONSTRUCTION PLAN CITY rIECOfi �UF TU..QQI;`�yry'�t(�jjjj((((�YYY���'{{yinc�is 24" x 36". Scale entities accordingly if reduced ..lY°ill or = 1'- 0" NUV 05 2818 PER MIT CENTER A.2A.1 SYMBOL LEGEND CONSTRUCTION PLAN 1 /8„ = 16' 24' SIMISINIONW F.E.C. I EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR FULL HEIGHT, TO DECK ABOVE, PARTITION CONSTRUCTION, PER DETAI NEW INSULATED INTERIOR PARTITON CONSTRUCTION, PER DEri NEW INSULATED INTERIOR FULL HEIGHT, WITH (2) TWO LAYERS OF 5/8" GWB OVER 4" SHAFT WALL, 1" FROM EXISTING RATED PARTITION, TO DECK ABOVE PARTITION CONSTRUCTION, PER DETAIL F/A.9.5 NEW INSULATED INTERIOR FULL HEIGHT —SIMILIAR TO F/A.9.5 WITH NEW WALL TO MATCH EXISTING FIRE RATED CORRIDOR PARTn1ON, TO DECK ABOVE PARTION CONSTRUCTION NEW INSULATED INTERIOR FULL HEIGHT, TO DECK ABOVE, 'SOUNDGUARD' ACOUSTIC PARTITION CONSTRUCTION, PER DETAIL R/A.9.5 FULL HEIGHT SIDEUTE PARTIAL HEIGHT SIDEUTE FRAMELESS SIDELITE NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET A NEW 'SOUNDSEAL' BARRIER CURTAIN, REFER TO CURTAIN NOTES FOR ADDITIONAL INFORMATION. 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 PARIIDON, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTIRON RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTTRONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTIONS. 6. PARTIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTmONS, 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 FIREPROOFING THAT MATCHES THE FLOOR RATING. UON. KEYED SHEET NOTES 0 O O O NEW DEPRESSED SLAB AREA FOR SHAKER - MECHANICAL TESTING. DIAMOND PLATED METAL COVERS OVER METAL SUPPORT FRAMING LEVEL WITH METAL SUPPORT FRAMING ANGEL COVER PLATES. VERIFY EXACT DIMENSIONS AND LOCATION OF THE DEPRESSED SLAB AREA WITH TENANT. SHAKER TO BE INSTALLED BY TENANT. NEW TRENCH FOR CABLES (TO INTERIOR OF SPACE) AND VENT PIPING (TO EXTERIOR WALL AND OUT). THE VENT WILL EXTEND TO A NEW CONCRETE PAD THAT WILL BE SUBMITTED UNDER SEPARATE PERMIT. TRENCHES WILL BE PROVIDED WITH METAL TRENCH COVERS. PROVIDE VAPOR RETARDANT PRIMER ON ALL EXTERIOR & INTERIOR WALLS, NEW AND EXISTING ON THE HUMIDITY CONTROL SIDE WHERE THE SPACE ON THE OTHER SIDE OF WALL DOES NOT HAVE HUMIDITY CONTROL PROVIDE VAPOR BARRIER ON ALL NEW. INTERIOR WALLS ON THE SIDE THAT HAS NO HUMIDITY CONTROL WHERE THE OTHER SIDE OF THE WALL HAS HUMIDITY CONTROL O NEW CONCRETE PAD FOR SHAKER PIT BLOWER AND MAKE UP AIR HVAC UNIT. TO BE SU • NOT USED O. NEW FOLDING PVC AIR CURTAIN. MnTED UNDER 8O NEW QUILTED MASS BARRIER CURTAIN (STATIONARY) SPEC: SOUNDSEAL BARRICADE BSC-25 FABRICATOR: FORREST SOUND PRODUCTS, BELLEVUE QUILTED ABSORPTIVE FINISH FACING SHAKER ROOM. PROVIDE CURTAIN TRACK ATTACHED TO SOFFIT. PER DETAIL K/A.9.5 NEW QUILTED MASS BARRIER CURTAIN (MOVABLE) SPEC: SOUNDSEAL BARRICADE BSC-25 FABRICATOR: FORREST SOUND PRODUCTS, BELLEVUE. REFER TO DETAIL K/A.9.5 AT WINDOWS & F/A.9.4 AT WALLS CONTACT: FORREST SOUND PRODUCTS IN BELLEVUE, (DOUG BIXEL 425.881.1111) 10 VERIFY. THAT EXISTING FURRED WALL CAVITY IS 6" DEEP. FURR OUT AS REQUIRED. FILL CAVITY WITH 6" OF MINERAL WOOL ('"R-19). COVER WITH 1 LAYER 1/2" DUROCK W/1 LAYER 5/8" GWB. PROVIDE VAPOR RETARDANT PRIMER EXTEND NEW WALL FURRING UP TO NEW CEILING. PROVIDE 1/4" GAP BETWEEN WALL AND CEILING AND PROVIDE ACOUSTIC CAULK. PROVIDE VAPOR RETARDANT PRIMER. CURTAIN NOTES CURTAIN A: SOUNDSEAL BARRICADE CURTAIN FROM 9'-6" (6" ABOVE WINDOW HEAD) TO FLOOR WEIGHT 1.43PSF AREA: 9.0' X 9.5' = 85.5 SF= 123# TL + TRACK WEIGHT; CURTAIN TO SLIDE ON EXTENDED TRACK TRACK LENGTH: 15.4' WITH 12"-16" RADIUS; CURTAIN IN STATIONARY POSITION CURTAIN B: SOUNDSEAL BARRICADE CURTAIN FROM 9'-6" (6" ABOVE WINDOW HEAD) TO FLOOR WEIGHT 1.43PSF AREA: 23.5'L X 9.5'HT = 223.25 SF= 320# TL + TRACK WEIGHT TRACK LENGTH: 23.5'; CURTAIN TO BE STATIONARY CURTAIN C: SOUNDSEAL BARRICADE CURTAIN FROM 9'-6" (6" ABOVE WINDOW HEAD) TO FLOOR WEIGHT 1.43PSF AREA: 15.5'L X 9.5'HT = 147.25 SF= 211# TL + TRACK WEIGHT TRACK LENGTH: 15.5'; CURTAIN TO BE STATIONARY CURTAIN D: SOUNDSEAL BARRICADE CURTAIN SUSPEND DIRECTLY BELOW EXISTING OVERHEAD DOOR SUPPORT FROM WALL TO EITHER SIDE OF DOOR. BOTTOM OF TRACK °"'9'-6" A.F.F. WEIGHT 1.43 PSF AREA: 11.0'L X 9.5'HT =104.5 SF =150# TL + TRACK WEIGHT; CURTAIN TO SLIDE ON EXTENDED TRACK TRACK LENGTH: 20.25' WITH 12"-16" RADIUS; CURTAIN IN STATIONARY POSITION ALTERNATE 1: SOUNDSEAL BARRICADE CURTAIN CUSTOM SIZE CUT AROUND TOP & BOTTOM OF THE DUCTING PENETRATING THE WINDOW CAVITY 10" AT TOP FROM 9'-6" TO TOP OF DUCT; 12" ON SIDE FROM 9'-6" TO FLOOR; 5'-10" FROM BOTTOM OF DUCT ('"5'-10" WIDE) TO FLOOR WEIGHT 1.43PSF AREA: '"34 SF =49# + TRACK WEIGHT TRACK LENGTH 4.5'; CURTAIN TO BE STATIONARY (VELCRO TO ADJACE 2° OVERLAP Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA98168 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 S1177120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description - Date PERMIT SET 07.13.18 A CITY CORRECTIONS 08.16.18 /2\ POST PERMIT REVISION 11.02.18 City Electroni 1„"„ ee.,er1 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 30.2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: RM Project No: 18.S1313.00 CONSTRUCTION PLAN Original drawing is 24 x 36". Scale entities accordingly if reduced RECEIVED CITY OF TUK'WILAA 2A.2 NUV052018 • PERMIT CENTER RCP LEGEND SYMBOL DESCRIPTION/SPEC EFLECTED CEILING DEMOLITION PLAN a on 0 8' 16' 24' T r I I --1---I--�-— I- - -I-- __ ▪ _ - I I I I I I I T r -1 4 1- 1 1 I-17 r I I I i--I--_i--+--i_--I—_ _ _— 1 -a 1 1 _L L 1 1 1 1 1 1 I 1- I— 1 I I 1r--1_—_--+--i_--1—_ __ _---+--r--I--+--I-----+--r--- + I - 4 I 1 1_ 1 1 L _1 1 i_ _1 I 1 I I I I I 1 I 1 1 1 I I f— I 1- 7 1 I I T I 1 T I— T 1 4 I1 1 I 1- 1 1- 1 I I 1 I 1 T I 7 I I -I-- --I -- ---1-----+---1---1--+--+--I--+--7--1- 1 I I I 1 I 1 I I 1 T I IT ITIT 1 I --4--r--I--+--I---I--+--r--I- 1 l- I I 1 _11— 1 1 1 1 1 I 1 T I I T I T 1 ir ,ll 1_ _1 I I A I i_ _1 1 I I I I I I 1 T 1— 1 T 1 I —r--I--+--I-----+--r--1— t_--1I--11 --L1 — I_—_-1 —7_ I — T f I T r 1 T I 1 T R _[-- --- j—L--I - -+- --+--+-- I - - I I I I 1 I I I I--r--I-- 11---I-- -- ---- 1_1---1_ I--I---1—4--I--4 - 1----I--4- I I I I I 1 I I I I - -- -- ---- ---- ------ Eel EXISTING 1' X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING RECESSED CAN LIGHT TO BE REMOVED. _� EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING RECESSED WALL WASHER TO BE REMOVED. LJ EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING EXIT SIGN TO BE REMOVED 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 SHEET NOTES Oi DEMO EXISTING CEILING TILE, GRID AND SUPPORT. PATCH AND REPAIR ALL SURFACES, AS REQUIRED FOR INSTALLATION OF NEW CEILING GRID SYSTEM AND/OR NEW FINISHES. O DEMO ALL EXISTING LIGHTING FIXTURES. 3O DEMO EXISTING CEILING SOFFIT AND ASSOCIATED SUPPORT STRUCTURE. PATCH AND REPAIR ALL SURFACES, AS REQUIRED FOR INSTALLATION OF NEW CEILING GRID SYSTEM AND/OR NEW FINISHES. Q DEMO EXISTING SUSPENDED GRID CLOUD SYSTEM AND UGHT FIXTURES AS REQUIRED. REVISION NO;i_ Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 POST PERMIT REVISION 11.02.18 City Electron st6VIEVVED FOR CODE COMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: RM Project No: 18.SB13.00 REFLECTED CEILING DEMOLITION PLAN RECEIVED CaIR3�vir�UKWII�ASole entities occordingly if reduced i � iV NUV052018 A.2B.0 PERMIT CENTER RCP LEGEND I 7 1 1 -t- -1--4I--j--j--4--71---L 1- 1 1 1 1 1 1 I T I IT 1 1 t - I - I -- ---I ---I -- 71-- - --1--+--✓---1--1-1I---- 1 1 1 1 1 1 1 1 T I T - - --I-+ - 7 - -I- - -I--_- ---I-----L-- ___ I I I I I -I---1--1---1---1--r---1 -1---74 --1 -1- 1 I- I 1 I- - I 1 I 7 __I _ T__I I-_ 1 I I - - -1-- 1--4--4--I- --1- fi--1--�-- I 1 I I 1 I 1-7 --1---1 - fi--I---I---fi----1---r--1----t-----1-- --I _L. _ t_- --1-- -r --I---I---1-- - I —L-- -1 -1---I---1--4--} - -1_--L--1-- I -L- I I 1. I 1- I- -7- t f I I I I I 1 1 1 r L -7--I-----I-- 4 I- 1 1 L ---1---- ---I-- - 1 - -I --1-- -L-_I-_ I I- - 7 7 1- --4--1-,- - --L- I - _ ---I---1-- —4-- 41-_L I I ---7--T- ----4--4 7 _====_A� -+- 7 --4--I-- 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 4----1---I---I--4- 1L_-1 - 1 I T - -I rt I I --l--7--r---1 I--1--4--1--H- IIILI I I I I 1-- -I- --I-- I --I--4--+--4--I---1--- I I I I 1 L I I - I I I 1 I I I --4-H--*--r--1--T----1- --1--1-- 1---I---4--1--4--1-- IIIIILIII -- I 7 1 1 1 1 1 1 1 -1--t- 1-rt--7--1-- 1 r- 1-- 1--4- I---1---I---1-- 1 r---1--1 -1 1 I I I — ---1— --7- 1_-Li, w-I I --1-4--{---1 L 1 I I I 1 --I ---� 1 1 1 1 1. T I 1 1 1 1 1 1 I T +- T 1 1 1 j L-1 --4--- -4--+ REFLECTED CEILING DE 24' I I I L_ I 1 I --L--I - --+---1= 4--F71 � . 1-- t-- I - 1 I I I I -I- 4-- } 1-I---1--=1-- j --j-- L_1 - 1 1 -I- I il-►-T1-- T--1---I--1 I --1-----I - - I 71- ---1--7— —_1--- 1- L__I__ I 1 I I I —f---1— I 1 — -- --I- 1-- I I i I I I I I r I 1--4--1`-1---1---1--I- 1_ J 1 H_-J_-1__L__ 1 1 1 L- 1 1 1 -II -- I I I - - ---- --f--1--+--H-_I - I I I I 1 I T I 1 L J 1 I- -_I-- --I - 1 L 1 I I 7 1 1 I --i---1---I---1-- h-- F-- --+--± I I L 1 1 I--J--1--L- 1 1 1 L- 1 1 1 1 1 I 1 ] 11- ---+--1--1-- 1--4----r--- L1__14 1-I---7-- 1 I I L SYMBOL DESCRIPTION/SPEC EXISTING 1' X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING RECESSED CAN LIG TO BE REMOVED. .; .71 EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING RECESSED WALL WASHER TO BE REMOVED. 14 EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING EXIT SIGN TO BE REMOVED 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. fi. 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 SHEET NOTES DEMO EXISTING CEILING TILE GRID AND SUPPORT.' PATCH AND REPAIR ALL SURFACES, AS REQUIRED FOR INSTALLATION OF NEW CEILING GRID SYSTEM AND/OR NEW FINISHES. O DEMO ALL EXISTING LIGHTING'. FIXTURES: Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1328 fifth Avenue, Suite 4001 Seattle; WA 98101 T 206 587 7120 W 8 All reproduction & intellectual property rights reserved c 2017 No. Issue Description, Date. PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 POST PERMIT. REVISION 11.02.18 City Electror'.. -t..�,� L.000too RE�tIEWED FOR' CODE COMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION D by;. , M K Project No18.SB13.00 Project' nager: RM REFLECTED CEILING DEMOLITION PLAN CIITY F $J fl CE�4 itI1A 36". Scale entities accordingly if. educed NUV 05 2018 A.2B. 1 RCP LEGEND REFLECTED CEILING PLAN EXISTING CEILING TO <REMAIN IN THIS AREA EXISTING CEILING TO REMAIN IN THIS AREA 10'-0" AFF ;'KEOUT CONF=RNCE ORRIDO SUPPLY SUPPLY AIRLOCK Lrig WWI 2 :IMW11 MI 0L! Mow 0 IS ob II Igi '© , OFFICE 1 7•I SYMBOL DESCRIPTION/SPEC NEW 2' X 4' LED FIXTURE. (HIGH OUTPUT) ON/R NEW RECESSED CAN LIGHT. NEW 2' X 2' LED FIXTURE. (HIGH OUTPUT) Y NCW 2' X 4' LCD FIXTURE EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. EXISTING EXIT SIGN TO BE REMOVED NEW 2' X 2' LCD FIXTURE. NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. NEW SWITCH LOCATION. NEW DIMMER SWITCH LOCATION a. DESIGNATES SWITCHING CIRCUIT. NEW SUSPENDED GRID AND TILE REFER TO C & M/A.9.4 FOR ADDITIONAL INFORMATION NEW SUSPENDED GWB CEILING REFER TO A/A.9.4 FOR ADDITIONAL INFORMATION EM = EMERGENCY EGRESS LIGHTING. MEETS THE REQUIREMENTS AS STATED IN RCP SHEET NOTES. 9 & 10. GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF UGHT 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 tO PROVIDE CLEAN ROOM CEIUNG TILES WITH NRC .75 OR GREATER. 2O PROVIDE CLEAN ROOM CEIUNG TILES WITH NRC .85 OR GREATER AND CAC 40 OR GREATER /� PROVIDE CEILING TILE FOR OFFICE SPACE — ARMSTRONG DUNE OR ULTIMA OR OTHER APPROVED CEIUNG TILE. / \ 4O NEW GWB SOFFIT TO MATCH EXISTING SOFFIT HEIGHT. PROVIDE TRACK LEDGER AT EXISTING SOFFIT AND WALL ATTACH TRACK TO EXISTING STUDS OR EVERY 24" O.C. W/ (2) #8 SCREWS EA. LOCATION. SPAN NEW 2-1/2" 25 GA. CEILING JOISTS BETWEEN TRACKS. LIGHTING SUVIMARY. REFER TO SHEET A.2B.3 FOR LIGHTING SUMMARY LIGHTING CALCULATIONS REFER TO SHEET A.2B.3 FOR LIGHTING CALCULATIONS REVSON.MO;L-L D DV3 Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 206587 7120 W BurgessPNW<om All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 2 POST PERMIT REVISION 11.02.18 City be REVIEWED FOR CODE COMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project No: 18.S813.00 Project Manager: RM REFLECTED CEILING PLAN •0 • i al dr wi iss 24" x 36". Scale entities accordingly if reduced I0 _I-l_J-I 8' 16' 24' 1/8" = 1'— 0" CITY OF TUKWILA NUV052018 A.2B.2 PERMIT CENTER U CQ _MI - NM M �i ■•=psi■■MI . NN=--_.1 EMIR'. 1. II d ...iCaa'3h Q - C ROOM --. REFLECTED CEILING PLAN LIGHTING SUMMARY 2PbWastirtlon9NtrxnvCodCon4Aace PonnaferCommnd 9uklrpsiel.drgP2Po,fleevu3MeneaaMNFli tkwedAvgni2016 Project Info o';n°enror qutrex ve:ng• ro ceaa`are e • ProjectMet eo Stella Date ,n unaeiolo �rsldsmeb�%ia" oaosnf e m afrma*on reSelwnooan q p proWded Conpeny Hone: Burgess Design ConpanyAddress-. 142$ 51h Avenue, Sotto 400 Applicant rare:. Randy Margot - ApplceN Mow 206142,0111 APPAean16rel: rendytn@burpesspnwsom For adtlng Departrren! Use Project Description ❑ tiers DM, ❑ Adddon lndade FRO,A SUM krm onclodad In env rmmn ❑Pens Waded 7 wilhlyhdngeunpr%enoe forma. Building Additions Retort° Sec9onC50226 fore. anof reoirements emplanes Method &Woo steal deform new 0o conettmon N addib, a,eco1Mfied with exotilg eyslomalodenans!taloconplbnce tee Estates liginhg Add' elanis combo, eetwtttr existing: For (nt0920 hEngpo)eck. indudenvw ,tooting inrxbrh hen9tlxeorawaflage' 1 Pmposedtiyhtng Wa9eyetableryint,TGINT&2 a2TG-tNT-SPACE6rm. T,o4orloMFth n�a,inoHasaa,102.0rrgge0Wnpd190421utoewattsg-mR000sod" opase3Non-7,adsY'e49hta9 WakagambksrnLTTG Exrf Interior and Exterior Lighting Alterations CCoontolete�menfa �oply o eti'0pe ottherelroftpriecl ffp legtindotlesa broeonofspacea+vnerelesslan 0096W Me exlsan 20%0eeerar911 o ced tee atereicet taced,normoreheL.e 2w(ureatserepta0ed'rngpowe . emits s.tossp. aiwthgpower pereat cons oas 9tec®aa4Oa�19210am, tree arpfm4lmeybocomlmhedWmone 3ghim3panwr compliencerala Ref to Section C503-61oradeSenal regWremeeta. • Nwvmesecni,993MCoonlroasbeebe .meager C40a 3 •❑ Neinfrrl ora.01!f IlrHbg uaesnrs0'conriy rreeana'e0o1 changed. - Lighting Power hearer egMhgParking garage Eeererli4hleg 602or note of existing arlrepbced ❑2 (] - ❑ Less Ulan 6011o1 eri,Ihg amrapboad ❑ exisvn9lolal MIIir,r0 reasedy ❑ - 0 60% or marerepmcod.Totelright9: p,.,010ew+exls3-bnrmadfxbrees,aecwnp4yrrfnlo(e( LPA per S.5ons C40512 end C40552. mchrdenelr.axi bn94awmainfh(ar sinRoposed L'gnfiy Walagalabtaint tG-!NT01.0,CTG4NTSPACEorLTG.EX tom:. Leu than6096replace1-7,,,,,Bh1Ngpoweranew+oxib ngToeemNnf Iona snarnotexceedMe btai nghNagpmrerp2orloatjeregon. le otadenew. exisring toa'ema'n Ulu esm It P,op....00 Bn9 310429etebtoinLTG-lNT&O,1TG.INTS°ACEo,LTG-EXTfa,n. 60%Nvgs3oltl app!ac91 number ofturrvwiasforinlenayams end perking gorageaandl°tot - inatalidwo13garaexterrertc mares - - gig Con rote - Meths fghteg re tam ottwo WWI (omal e to new E1 nal Interior space is recoMyure, ❑ Armoires unchanged orrebcated ant, Now waingorcfradt-Fwin@do-fi4l i,g, prowler equimgme onnfresperC 0523-accupana0 con4dsperC4052. f dayiighlr sponsn'econtrohpe C20524 ndeoptrc Eon speak lighlkl cantrolapei3405.25. Forexlenorbghf ig, provide roquimdcortohp rCA05,2.7. • New or movedpanot•Ro»de et op ca. N0htngmatt esnoredfor Now ILI ngendavlomrti3 time mitt, antmtape 04,2 2. Reconfigured Amerlorw042erve•P lieq a1F9htiiy cor,u,sthafaggyma ew rr2erio, �p lcaGon specifclyhtmgwot, 1pfomimyer C1052ado not appty.reco,figuradaaacea • Change of Space Use Liahtinx Sum Compete Se Prom. Tale: - Leo Stolle Interior Lighting System Descriplian &IearaleoW tmmnurughrngs}sSm ypeo ❑ E s V:ItIeRr14IZt.e eayrsh.:Tg,der-9oigachailgenxpaceusexreupgtadad!o compyw pare typaaperTabea Cl05 2(ljorGASA P(2). +data lenorspacesrePr.'gLP222gredelottocva,1110demproposod1,4101ng4Naaegokbkin ITC IN T&0o1LT6-Mtn AGErwm - n 1.6410ommart s,.,04.011L012.1J,H4over one,ard08l Teal. LlgleIng wet Le desgnett and peen Sleds eparkelybyelecldeel erg Congeals Ih LGT-SUM flmxeaAww12016 Inferior Lighting Poiyer Allowance Method Oak/Wing Area5ethod Seteotmethadusedinpro)ect • El Speow17-spazentethed Interior Lighting Controls A!I ra022.1-C405.2.e Can1rob ❑ Adddbnal01 iancy2acta9e3p4on C4064 6lhan404390ai fighting cone&. ❑ C1052 Exception sLurdnaro level Lighte0 Donuot(LITT) Tocon:plyw:N, C406,J, no lees nan9041of Me binlloafetlad%rerkr1g66ngpmerahattcoopy.thths repeeed getWotaperC4064- Dwelling Unit Inferior lighting Trmena:(%yinsfa!tedinleRartyhlha fizErras In A:=tOngun.hea 11p30ifh' ()COOT 21hr0 6405s Cannrerciai L'ghting ConUnls and LR4 0C4063180 B( acy11$423 yy Pp (j R4A11 f''"'Mhl Hqh HFeacytghfng.' Pedhog Dnl3:g of FNSECCam:V: w*coesdentioi provram1*4 rmlprttdwna. 3! �btDmeeng Pxlerior Lighting System Description &-fyde 2aex two-1 b66gsystem type ksNrea, RCP LEGEND SYMBOL DESCRIPTION/SPEC 0N/R NEW RECESSED CAN LIGHT. EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. - - NEW 2' X 2' LED FIXTURE. (HIGH OUTPUT) EXISTING EXIT SIGN TO BE REMOVED- CW 2' X 4' LED rIXTURE. 0 NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL, - NEW 2' X 2' LCD FIXTURE. .64 NEW SWITCH LOCATION. NEW SUSPENDED GRID AND TILE REFER TO C & M/A.9.4 FOR - ADDITIONAL INFORMATION D NEW DIMMER SWITCH LOCATION o. NEW SUSPENDED GWB CEILING REFER TO A & M/A.9.4 FOR ADDITIONAL INFORMATION EM EMERGENCY- - EGRESS LIGHTING, MEETS THE REQUIREMENTS AS STATED IN RCP SHEET NOTES. 9 & 10. DESIGNATES SWITCHING CIRCUIT. A 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 <'/ PROVIDE CLEAN ROOM CEILING TILES WITH NRC .75 OR GREATER. 20 NOT USED O PROVIDE CEILING TILE FOR OFFICE SPACE - ARMSTRONG DUNE OR ULTIMA OR OTHER APPROVED CEILING TILE. Tenant: - LEOSTELLA INTERGATE EAST -- - 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS E.NTERIOR ARCHITECTURE. -1326 Fifth Avenue, Suite 4001 Seelllo, WA 98101 T 206 587 7120 W eun9e0IPNW.com All reproduction & intellectual property rights ed c 2017 Dizo- NEW GWB SOFFIT TO MATCH EXISTING SOFFIT HEIGHT. PROVIDE TRACK LEDGER AT EXISTING SOFFIT AND WALL. ATTACH TRACK TO. EXISTING STUDS OR EVERY 24" O.C. W/ (2) #8 SCREWS EA. LOCATION. SPAN NEW 2-1/2" 25 GA. CEILING JOISTS BETWEEN TRACKS. a EAr PA RN FO' 'X8 ACIUSTIC CELIN P. LS. LIGH-TINE CALCULATIONS Interior Lighting - Space -By -Space Method - LTG-INT-SPACE 2015 Waahin0lo n51a1, gnet W C ode C *mdiance Forms fesLo mmetcial At 2. fl0. P e e vet 3 argues a ntl all twitted August 2016 Profeot Tide: ' Leo Stella Date - Calculation Areaxmlg ©Now Con 0 SpOOoswiiore 0 Spacesw9040038%of �j Spaceswherejhe Uso h313438das arerepiacod luminages aroreplacad s chan0M9(C505) n Adddion - t} Adedij xison ting 0 Gear standalone LPA Calculation Type 0 Slended 0 Adddinnal 6903000c2Packeg003440 C408.3 Reduced htorur Lighting Ww er Tocornplynith C406,3, the Proposed LPD shall be 25% lowvrthan the Target LPA, ',Warta C406.3 for additional regtllreirsnls. - ' Maximum Allowed Lighting Wa geNOT Location (plan o: t00mh') Space Type Ceiing Gross Inte(pr Area h fta AUow ad Wafts per fR Watts Allowed (0 ettsrf12 x area) Office: Enclosed Ofhee: Open plan 4003080rm Copy/print room • Lounge: brealeoom:' ell other, Corridor: all other - Laboratory for medicalAn0UstriaVroseamh Storage room Manufacturing: Low bay (<25 ft floor. )g ht.) Lobby Art'E8 bd3d Display Allowance from LTG-INT Proposed Lightin ttageNOTE' RAY 1101E0 218- 4801 891 52 1697 • 293 6799 - 2319 Total Area Retai Dopla Allow arc 17600 0.890- 0.780 - . 0,980 0.580 0,580 0-.530 1.950 0.500 0.950 LTG-NT-DISPIAY Allow ed Watts 199 3745 824 30 984 - 15e 9859_ 2678 18510 Location (plan#, room#) - - - Fixture D350rpipn"0Ta45,e Number of Fixtures Watts/ FLxtdte3OTE7 - Watts Proposed 2x2 LED3500K- 3000LM LIGHTNG FIXTURE - • - 7 18 • 126 2x4 LE3500K- 3004LM Ll3HTNG FIXTURE, • 118 30 3540 RECESSED DOWNLIGHT 19 22. 918 - 2X2 LED 40001C- 70001M LIGHTFLXTURE S '63 ' 390 2X4 LED4000K- 7000Lfi LIGHT FIXTURE -, - • 109 68'- 7072 2x 4 LED SURFACE MOUNTED LIGHT FIXTURE' 21 - 44 .929 - " - Prop° ad Retei Display Lgb9ng from LTG -I NT DISPLAY ' To1al4oposedW 1183laynotexceed Total Allowed Watts ler 6terior L, Ming - Total Proposed Watts • " 12420 -- Interior Lighting Power Allowance COMPLIES 'Nola 1- L1o6oll lava space typos per Table C405-42(2)tbatoccnrjo m Note 2 -indicate cailipgheigStforalriomsand specesulil¢A2g the ceiling her Note 3- Listen proposed lighting fixtures ,0 tx1Ng exempt fighting aqutpnsnt andexlalim3-toian1sbr fixtures. Note 4 - For propose4Fixturo Description, indicate fixture type, lamp type (e.g. T-8), number °N404291n the fix(tlre, and belle 0YlNw (+finctudeg). For track Hg11111g,Ndthe length of the track (in feet)10 adtlitiont06140fixture, lamp, and ballast in(ornla(on . - ' Note b-For lightingegnipn.mofigrblefor exemption per C405.4.1,note exception numberandleave Wafts/Fixturebierik. Note 6-Ex1s(ing-lo-remaln8xturesshaftbeincluded in the Proposerftigb0rg Wattage (BUM in the sama'rnennerasnew fixtures. Ida 11(yasexistng intixlorodascrOdon." - Note 7- For proposed Watis/Fixttve emerthe lumMairewattage for installed imp end ballast using manufacturer°, other approved source. Far - lumittalresndthsorely-inlamps,entorthe manufactures( tstedmaximum i0pntuadageofthe fixhlre Mot the (anpwedage).Forlow wltage - lighting, enter the wattage of 61e translor(rer. Forfine voltage track bunneysysf0tns, elder )he)argerofthe attached luminaire Hangs or50 oa(1s,lineal foot,, or enter the netrage Son 1I ofparnw140400 Inenttimiting device.• -- Note 8- LobbyArttlE-xh)bilDisplayAlloov(nce is independentOfIhe Max imdmAllowed Lighting Wattage., - - Note9-CaiculalionArea Details:: - - a.. Lighting (betimes inabulldmg addition n,(aycoh((tyasa standalone project, ortheymay 6eeom6lned oath the overall existing building lighting systems to demonstrate con4ilianct3, Refer to C502.1 .- - , b, For alterations and buildatg additions, provide Space Types and gross interior areas inth Maximum Mooed Lighting Wattage table, 8o budding oddilion0Bll conpiyas cosnbinedwith the overatlexisting L0frchrg lighting systems, include all appi9bleexishng Space Types aad gross inferior areas - c, X less than SO%of existing ibbnng bxhuce at be replaced, provide Mat exislrngiighl6g wattage (prior to alteration) in the spec eprovided In' the Maximum AllmwdLightin Wattage table.' - y a fr (d C NUV 05.2818 A-.2B . 3 pFRMIT CENTER - 213 _Professional seal No. Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 2 POST PERMIT REVISION -- ' 11.02.18 City Electronic amp¢ CODE COMPLIANCE APPROVED -- NOV 30 2018 City of Tukwila - BUILDING DIVISION Drawn by: MK Project Manager: R Project No: 18,SB13,00 REFLECTED CET PLAN Ori I e ;y!.iLIICASeole entities accordingly if reduced rt 24' 30"x48" CLEAR AREA FOR ADA ACCESS 30"x48" CLEAR AREA � FOR ADA I ACCESS ENLARGED SHOWER ROOM PLAN I 3/8" = Orr 0 4" 8" 12" ENLARGED FIXTURE PLAN 0 4" 8„ 1 12" 3/8" = 1'— 0" ENLARGED LIGHTING PLAN 11-1_1-1 4" 8" 12" 3/8" = 1'— 0" ENLARGED FINISH PLAN 12" 3/8" = 1'— 0" ACCESSORIES EALL XCEPTCGRAAB B S ARE FROM CONTURA LINE OF BOBRICK PRODUCTS FINISH SPECIFICATIONS GENERAL FINISH NOTES SYMBOL FIXTURE O ADA COMPLIANT SHOWER GRAB BAR SPEC: TBD SYMBOL > MANUFACTURER DESCRIPTION 1. PROVIDE B-1 THROUGHOUT, UON. 2. PROVIDE P-3 THROUGHOUT, UON. 3. REFER TO ELEVATIONS AND DETAIL SHEETS. 4. CENTER TRANSD7ON BETWEEN MATERIALS UNDER DOOR PER DETAILS. 0SPECOTBDLIANT ADA WALL MOUNTED PAPER TOWEL AND TRASH RECEPTACLE Q ADA COMPLIANT SHOWER SEAT SPEC: TBD ' BASE O WALL MOUNTED FULL WIDTH MIRROR SPEC: TBD r-NTV V V V O V V V V V V V V V V. V V V V V V V V V V V V V V V V V V V NEW LOCKERS: SPECTRUM LOCKERS 12"W X15"D X71-3/4"H (2 TIER) 10 TOTAL LOCKERS COLOR: FENIX 0724 GRIOIO BROMO 8_1 The 4"h COVED/STWVGHr RUBBER BASE. COLOR: TBD CO COMMPPLIANT COUNTER TOP SOAP DISPENSER SADA PEC: O NEW BIKE RACK: DERO SINGLE SIDED BLACK ULTRA SPACE SAVER FLOOR MOUNTED BIKE RACK (5 BIKE CAPACITY, COLOR:ADA PAIN T KEYED SHEET NOTES 0MOUNT: COMPLIANT 20"X42" FOLDING UP BENCH SEAT 17" A.F.F. (LOWERED SEAT) SPEC: TBD P-3 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: ADAGIO 1593 t> PL-3 WAINSCOT TO FULL HEIGHT OF WALL '�� � 6.• > Q WALL MOUNTED WARDROBE HOOK 40" AF.F. ®ADA SHOWER AND 60" AT OTHER SHOWER. MOUNT: RR SPEC: TBD PLASTIC LAMINATE F QGENERAL WALL MOUNTED STAINLESS STEEL SHELF WITH COAT HOOKS BELOW. ONE MOUNTED AT 40" A.F.F. MOUNT: T.O. SHELF 048" AF.F. . SPEC: TBD NOTES > PLASTIC LAMINATE HORIZONTAL SURFACES/VANITY > PL-2 WUONART LAMINATE COLOR: DIIED SOAPSTONE 4882-38 FIE VELVET FNISH 1. ALL RESTROOM FLOORS SHALL BE IMPERVIOUS SURFACES AND HAVE 4" INTEGRAL COVED BASE. 2. ALL RESTROOMS SHALL HAVE REQUIRED FLOOR DRAINS. DESIGN BUILD CONTRACTOR TO DETERMINE REQUIREMENT. 3. ALL RESTROOM WET WALLS SHALL HAVE AN IMPERVIOUS SURFACE UP TO 48" MIN A.F.F. 4. P-TRAP INSULATION COLORS ARE TBD. 5. ALL PLUMBING FIXTURES ARE WHITE. 6. ALL FAUCETS AND BRIGHT WORK ARE POLISHED CHROME. 7. VERIFY INSTALLATION REQUIREMENTS OF SURFACE MOUNT VERSUS RECESSED ACCESSORIES WITH ROOM CONDITIONS. FURR PARTITIONS AS NECESSARY. 8. VERIFY SCREW LENGTH FOR CONNECTION OF ACCESSORIES INTO P—LAM PARTITIONS SO NO SCREWS ARE EXPOSED. 9. ALL GRAB BARS SHALL SUPPORT -A MINIMUM OF 250LBS PER ANSI 609.8 10. PROVIDE ALL RESTROOM SIGNAGE PER IBC 1111.1.4. > WALL PROTECTION VERTICAL > Pl-3 IMN,a�ONARi LAMINATE COLOR: WEATHERED 8204 CHAR > NOTESPI* OI C CORE > RESILIENT FLOORINGREvIsi > EQUIPMENT AtxZENT HETEROGENOIS SHEET WM. PROVIDE 4' BASE W11H SHEET VINYL SYMBOL FIXTURE RF-1 PATTERN: CONCRETE, MAR j: TA4 ROILED UP WALL INSHOWER ROOM > COLOR: DARK GREY 25001 ONLY. PROVIDE WELDED SEAMS N ROLL ' 6'-6' WE NOMNAL ALL LOCATIONS. (E) ADA COMPLIANT COUNTER MOUNTED LAVATORY SPEC: TBD O ADA—COMPLIANT LAVATORY FAUCET WITH MOTION SENSOR SPEC: TBD O SHOWER HEAD AND HOSE SPEC: TBD O ADA COMPLIANT SHOWER HEAD AND HOSE SPEC: TBD Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 48101 T 205 587 7120 W BurgessPNW.som All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 POST PERMIT REVISION 11.02.18 City Electronic WED FOR DE COMPLIANCE APPROVED NOV 3 0 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: RM Project No: 18.S813.00 ENLARGED SHOWER ROOM PLANS Original riErtittre". Scale entities accordingly if reduced CITY OF TUKWILA NUV052018 A.6.1 Mn CENTER PROVIDE ROD CURTAIN ASSEMBLY PER ACCESSORY SCHEDULE. ADA ACCESSIBLE SHOWER, TYP. FIBER FAB MODEL #38H 1 /WHITE OR APPROVED EQUAL. STANDARD GRAB BAR MIN. 33" / MAX. 36" A.F.F. AND FOLDING SEAT, COMES WITH SHOWER ASSEMBLY MIRROR WITH CHROME EDGE PIECE ADA COMPUANT SINK & FAUCET P-LAM COUNTERTOP WITH 4" BACKSPLASH CEILING AS SCHEDULED PARTITION AS SCHEDULED FULL HEIGHT MIRROR 4" BACKSPLASH AS SCHEDULED Q� X r SET IN S SEALANT o P-LAM - COUNTER TOP AS SCHEDULED INSULATE ALL EXPOSED TRAPS & WASTE PIPING 28" MAX VERIFY ASSEMBLY OF SINK, COUNTER AND SUPPORT WILL PROVIDE REQUIRED CLEARANCES BEFORE ORDERING TUBE STEEL UNDER COUNTER SUPPORT FRAME. ATTACH TO PROPERLY SUPPORT PARTITION FRAMING. DETAIL SHOW ONE METHOD OF BRACING, SUBSTITUTION WITH B.M. APPROVAL ADA COMPLIANT SINK & FAUCET AS SCHEDULED. PROVIDE CLEARANCES. P-TRAP COVER PLUMBEREX: HANDY-SHEILD; COLOR TBD BASE TILE AS SCHEDULED FINISH FLOOR LINE SHOWER MIXER AND HAND HELD SYSTEM: MOEN #8342EP15 AMD 8371HD 3360. AT ADA COMPLIANCE OMIT SLIDE BAR AND HAND HELD AT TRADITIONAL SHOWER. PROVIDE ROD CURTAIN ASSEMBLY PER ACCESSORY SCHEDULE. ADA ACCESSIBLE SHOWER, TYP. FIBER FAB MODEL #38H1/WHITE OR APPROVED EQUAL. 18" VERITCAL GRAB BAR - STANDARD GRAB BAR MIN. 33" / MAX. 36" A.F.F. AND FOLDING SEAT, COMES WITH SHOWER ASSEMBLY -3" MAX EA. SIDE / CONTROLS AND HANDSHOWERS LOCATION CONTROL WALL 42" MIN. 1-1/4"4x42"L GRAB BAR- 12" re--E W.0 12" —WALL-MOUNTED LIGHT WHERE OCCURS FIXTURE, 24"x30" SELF FRAMED MIRROR x 0 3/8" = 1'— 0" 1-1 /2"%x36"L GRAB BAR SOAP DISP. 0 5" BUBBLER-. 42" MAX 36" MAX. 24 MIN._. HC ACCESSIBLE URINAL NON HC. ACCESSIBLE W.C. HC ACCESSIBLE W.C. N r— 6" MAX / // /TOE CLEARANCE 1' 5' MIN DEPTH NAPKIN — DISPOSAL UNIT NON-ADA TOILET PAPER DISPENSER PAPER TOWEL DISPOSAL UNIT PAPER TOWEL DISPENSER UNIT EWC FIRE EXTINGUISHER CABINET RECESSED TOILET PAPER DISPENSER A) PROTRUDING TOILET PAPER DISPENSER BELOW GRAB BAR B) PROTRUDING TOILET PAPER DISPENSER ABOVE GRAB BAR Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 326 Fifth Avenue; Suite 4001 Searyle: WA 98101 0 206 587 7120 W Burg All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description - Dote PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 7\ POST PERMIT REVISION 11.02.18 City Electro 1 FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: Project No: 18.S813.00 SHOWER ROOM ELEVATIONS TYP. ADA COMPLIANT RR MOUNT. FITS. NTS OrigiacilwRE (R8i13 Scale CITY OF TUKWILA NUV 05 2018 rtNMf i (Jul ILK reduced EQ. 0 0 8'-0" EQ. VIEW WINDOW ELEVATION co 3/8"=1'-0" 3'-4" GLAZING PANELS CURVED FACADE 7 CONFERENCE ROOM WINDOW ELEVATION 3/8"=1'-0 U PROVIDE NESTLED 20 GA. TRACKS, CONTINUOUS 3'-4" GLAZING PANELS CURVED FACADE 3'-4" PROVIDE NESTLED 20 GA. TRACKS, CONTINUOUS HOLLOW METAL FRAME PROVIDE 16 G.A. TOP TRACK, CONTINUOUS PROVIDE 20 GA.DOUBLE JAMB STUDS Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W Burg OM All reproduction & intellectual property rights reserved c 2017 Professionalseal.. No. Issue Description Date PERMIT SET 07.13.18 A CITY CORRECTIONS 08.16.18 2 POST PERMIT REVISION 11.02.18 City Electra VIEWED FOR CODE COMPLIANCE APPROVED Project nager: GLAZING ELEVATION" REyy ing is 24" 36". Scale entities accordingly if reduced CITY OF TUKWILA NUV 0 5.2018 / 1. PERMIT t NTER SIDELIGHT 7' 0" 3'-0" D 1/2" TEMPERED T-0" 9'-0" D 1/2" TEMPERED 7'-0" 6'-0" D 1/2" TEMPERED 7'-0" 1'-0" D 1/2" TEMPERED 42'-0" 7'-0" ±16" E 1/2" TEMPERED 4'-0" 4'-0" 8'-0" F 1/2" TEMPERED 4'-0" 4' 0" 4'-0" G 1/2" TEMPERED REFER R & U/A.9.2 REFER L/A.9.2 RELOCATED"EXISTING GLAZING SIDELIGHT/GLAZING TYPES WIDTH WIDTH WIDTH FRAME MATERIAL FINISH: TBD GLAZING AS SCHEDULED FRAME MATERIA FINISH: TBD FRAME MATERIAL FINISH: TBD GLAZING AS SCHEDULED WOOD FRAME E = EXISTING, MATCH ALL EXISTING CONDITIONS 'I WIDTH NEW FRAMELESS TEMPERED GLASS RECITE WIDTH WIDTH D" KNOCK DOWN HOLLOW METAL FRAME DOOR & HARDWARE GENERAL NOTES 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 CO 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. 4 5. DOOR/ HARDWARE SHALL COMPLY WITH ALL APPUCABLE IBC &ACCESSIBILITY REQUIREMENTS. HARDWARE GROUP HARDWARE GROUP GROUP 1 SINGLE, ENTRY FUNCTION ALL —GLASS DOORS NON —RATED GROUP 2 SINGLE, STORAGE FUNCTION ALL -GLASS DOORS WITH CARD READER NON —RATED GROUP 3 SINGLE PASSAGE FUNCTION ALL —GLASS DOORS NON —RATED GROUP 4 EXISTING PASSAGE FUNCTION RELOCATED NON -RATED 'GROUP 5 } SINGLE CYPHER, LOCK FUNCTION NON —RATED DOUBLE -STORAGE FUNCTION WITH CARD ACCESS NON -RATED GROUP 7 DOUBLE —PASSAGE FUNCTION A NON -RATED / GROUP 8 STOREROOM FUNCTION LOCKSET WITH CARD ACCESS NON —RATED GROUP 9 PRIVACY LOCK FUNCTION NON -RATED GROUP 10 STORAGE ROOM FUNCTION NON —RATED GROUP;11 ENTRY FUNCTION LOCKSET NON —RATED HARDWARE 1 ENTRY FUNCTION LOCKSET 1 VERTICAL GLASS DOOR PANIC BAR 1 STRIKE AT HEAD 1 ALUMINUM HEADER 1 TOP & BOTTOM ALUMINUM RAILS 1 CONCEALED DOOR CLOSER 1 BOTTOM DOOR PIVOT 1 STORAGE FUNCTION LOCKSET 1 VERTICAL GLASS DOOR PANIC BAR. 1 ELECTRIC STRIKE AT HEAD 1 ALUMINUM HEADER 1 TOP & BOTTOM ALUMINUM RAILS 1 CONCEALED DOOR CLOSER 1 BOTTOM DOOR PIVOT 2 1 6" VERTICAL PULLS (BACK TO BACK) 1 ALUMINUM HEADER 1 TOP & BOTTOM ALUMINUM RAILS 1 TOP DOOR PIVOT 1 BOTTOM DOOR PIVOT 1 PASSAGE LATCHSET 3 HINGES 1 DP STRIKE 1 WALL OR FLOOR STOP 1 STORAGE FUNCTION LOCKSET 3 HINGES 1 DOOR CLOSER 3 DOOR BUMPERS 1 WALL STOP FUNCTION 5 INGES ELECTRIC TRANSFER HINGE 2 DOOR CLOSERS 1 COORDINATOR REMARKS 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. A 0 Rt SYSTEM SHALL COMPLY WITH INTERNATIONAL BUILDING CODE SECTION 1010.1.9.8 AND ANY LOCAL REQUIREMENTS. CARD READER PROVIDED BY OTHERS. A0A U e0 S TOP AND EXISTING PASSAGE FUNCTION RELOCATED BOTTOM, INACTIVE LEAF ACTIVATED ON CONTACT WITH DOOR *PROVIDE LOW VOLTAGE DOOR CONTACT TO WEATHER SEAL COORDINATE WITH RED/GREEN INDICATOR DROP BOTTOM WEATHER SEAL 1> UGHT SYSTEM TO BE MOUNTED OUTSIDE OF FLOOR STOPS ( AIR LOCK DOORS 119, 120 & 123 1 PASSAGE FUNCTION LATCHSET WITH ST�2IKE AT HEAD INGES DOOR CLOSERS 1 DP STRIKE 1 WEATHER SEAL 1 DROP BOTTOM WEATHER SEAL 1 COORDINATOR 1 ASTRAGAL 1 AUTO FLUSH BOLTS TOP & BOTTOM LEAF ACTIVATED ON CONTACT WITH DOOR 1 STORAGE FUNCTION LOCKSET 1 ELECTRIC STRIKE 4 HINGES 1 DOOR CLOSER 4 DOOR BUMPERS 1 WALL STOP 1 PRIVACY LOCK FUNCTION 3 HINGES 1 DOOR CLOSER 3 DOOR BUMPERS 1 FLOOR STOP 1 STORAGE ROOM FUNCTION 3 HINGES 3 DOOR BUMPERS 1 WALL STOP 1 ENTRY FUNCTION LOCKSET 4 HINGES 3 DOOR BUMPERS 1 FLOOR STOP *PROVIDE LOW VOLTAGE DOOR CONTACT TO COORDINATE WITH RED/GREEN INDICATOR i LIGHT SYSTEM TO BE MOUNTED OUTSIDE OF AIR LOCK DOORS 119, 120 & 123 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. DOOR SCHEDULE DOOR 01 3' 0" T-0" D — RELOCATED DOOR AND FRAME 103 3'-0" 7'-0" A 10 WD — RELOCATED DOOR AND FRAME 106 3'-0" 0 3' 0" 7'-0 D RELOCATED DOOR AND FRAME —0" T-0" K 4 WD 112E 3'-0" EXIST EXIST EXIST 113 3'-0" 7'-0" F 3 LOCATE 116 3' -0" 7'-0" A 10 WD — RELOCATED DOOR AND FRAME AS APPUCAB 119 3'-0" 7'-0 20 3'-0" T-0" 121 3'-0" 7'-0" 122A 3'-0" 7' 0" HM KNOCK DOWN FRAME 6* HM - KNOCK DOWN FRAME 7* HM — PROVIDE 180' HINGES. KNOCK DOWN FRAME HM - KNOCK DOWN FRAME KNOCK DOWN FRAME 22C 3'-0" 8'-0" B 6 HM — KNOCK DOWN FRAME 23 3'—O" 7'-0 J 7* HM — PROVIDE 180' HINGES. KNOCK DOWN FRAME 24A 9-0" 9'=0 124AA 3'-0" 7'-0" 124E 9'-0" 9'-0" 127A 3'-0 EXIST EXIST EXIST EXIST EXIST EXIST 29 3'—O" 8'-0" 30 3'-0" 7'-0" 3'-0" 7'-0" SUDING ACOUSTIC DOOR —HUFCOR OMNI 641 HM ADA EXIT DOOR IN HUMOR PANEL —PER MANUFACTURER SUDING ACOUSTIC DOOR —HUFCOR OMNI 64 ADD NEW CYPHER LOCK TO DOOR OPENING D NEW CYPHER LOCK TO DOOR OPENING D — RELOCATED DOOR AND FRAME D — RELOCATED DOOR AND FRAME D RELOCATED DOOR AND FRAME I, WIDTH WIDTH' C WIDTH WIDTH EXISTING RELOCATED WOOD FRAME EXISTING RELOCATED FLUSH S.C. WOOD DOOR. SATIN ALUMINUM BRUSHED STAINLESS STEEL NEW FRAMELESS GLAS STYLE TEMPERED GLASS DOORS SATIN ALUMINUM NEW FRAMELESS GLAS STYLE TEMPERED GLASS DOORS BRUSHED STAINLESS STEEL KNOCK DOWN HOLLOW METAL FRAME CLEAN ROOM FLUSH HOLLOW METAL DOOR STC 43 RATING EXISTING RELOCATED WOOD FRAME CUT —IN NEW 1/4" TEMPERED GLASS INSERT EXISTING RELOCATED. FLUSH WOOD DOOR WITH E =EX STI G, MA CH AL E I ING C►ND NOT USED KNOCK DOWN HOLLOW METAL FRAME CLEAN ROOM FLUSH HOLLOW METAL DOOR SATIN ALUMINUM NEW FRAMELESS GLASS STYLE TEMPERED GLASS DOORS BRUSHED STAINLESS STEEL STRUCTURE ABOVE l--PROVIDE COUBLE 16 GA. STUD AT EACH SIDE OF DOOR TO SUPPORT DOOR TRACK INSULATED OVERHEAD COILING DOOR KNOCK DOWN HOLLOW METAL FRAME 1/4" TEMPERED GLASS INSET CLEAN ROOM FLUSH HOLLOW METAL DOOR NEW FLUSH SOLID CORE WOOD DOOR MATCH EXISTING FINISH Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 INTERIOR ARCHITECTURE 1326 Fil 4 Avenue, Suite 400l Seattle, WA 9B101 T 206 5B7 7120 W eurge,,PNW.con, Alt reproduction & intellectual property rights reserved c 2017 ssional seal • No. Issue Description PERMIT SET CITY CORRECTIONS Date 07.13.18 08.16.18 POST PERMIT REVISION 11.02.18 y Elec or is WIE)AgE&1 FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION Drawn by: . MK Project No: 18.S813.00 Projec onager: RM DOOR SCHEDULE / SIDELIGHT SCHEDULE Rgn ' u 0rig9nol drawing is 24" x CITY OF TUKWILA NUV 05 2018 6'. Scale entitiesoccordinglyif reduce BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK POWDER DRIVEN FASTENER ® 24"oc CEILING AS SCHEDULED REFER TO M/A.9.4 FOR WALL MOULDING FOR PERIMETER CEILING SUPPORT. PROVIDE 5/8" TYPE "X" GWB UPTO 6" ABOVE CEILING WHERE ACT AND GWB CEILING PROVIDED. PROVIDE ADDITIONAL LAYER OF 5/8" GWB EACH SIDE AT TYPE 'A' WALLS 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS 0 24" OC, TO 14'-9" MAX. HEIGHT 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS ® 12" OC MAX. INSULATION UON ON PLANS POWDER DRIVEN FASTENER ® 24"oc MET RUNNER. TRACK SEALANT CONCRETE SLAB BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 1111111.11111 1 1111J1 1/4" 11111111111 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/ (2) 1/4"0 TITEN HD SCREW OR (2) 1/4"0 EXPANSION BOLTS. PROVIDE 1-5/8" MIN. EMBEDMENT. PLENUM HEIGHT OF 5'-0" OR LESS 2 1/2"x25 GA METAL STUD BRACING 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 15lbs./P.S.F. SUSPENDED CEILING AS SCHEDULED THE SIESMIC BRCING IS SHOWN FOR SUPPORTING THE WALL ONLY. THE CEILING TO BE SEISMICALLY BRACED INDEPENDENT OF WALL AND WALL BRACING. /1_ \ 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 A PROVIDE BAIT INSULATION IN CAVITY. 2 1/2" X 25 GA (18 MILS) METAL STUDS 0 24" OC, TO 10'-7" MAX. HEIGHT. 1 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 DECK PARTITION / NON -RATED FLOOR TO CEILING PARTITION L_�L ri 1 I 3" 1,_0„ \'� L,__El_l-1 I I 3" = 1,_0" 0 4„ 8„ 12„0 4„ 8„ 12 BOTTOM OF STRUCTURE -- ACOUSTIC SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING OR FIRE DAMPERS AS NECESSARY. NO VERTICAL PENETRATIONS OCCUR IN NEW CONSTRUCTION EXISTING RATED CORRIDOR CEILING CONSTRUCTION VAPOR RETARDANT PRIMER RESILIENT CHANNEL (2) TWO LAYERS OF TYPE 'X' GWB 4" SHAFT WALL ROCK WOOL ACOUSTIC INSULATION (FILL CAVITY FULL) 1" SHAFT WALL LINER 1" AIR GAP BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT. TOP TRACK SIMILAR FIRE RATED SEALANT CONCRETE SLAB Jr A 10" RATED -ACOUSTIC FLOOR TO DECK ACOUSTIC CURTAIN ELEVATION Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 j B BURGESS INTERIOR ARCHITECTURE 1326Fihh Avenue; Sube 4001 Seattle, WA 9810172065877120W 9urgessPNWcom All reproduction & intellectual property rights reserved c 2017 •Professional seal No. Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 2 POST PERMIT REVISION 11.02.18 City Electronic tOOOCOMPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: RM Project No: 18.SB13.00 RECE i IL,. Ca :fodh� sis7 c e entities accordingly if reduced NOV 052018 A.9.1 PERMIT CENTFR 4l'tiiltAlifilitif Alit At alf 1 l1 rIPIPIPtriPtrPtillfft 111 11111111V- • " .P7OVI72-1/727:1"111"475:7:A7J:41"r METAL STUDS 0 24" O.C. 0 24" 0.C. ATTACH TRACK TO Ittittifi STRUCTURE W/ 3/8"0 TITEN HD SCREW OR 3/8" 0 ATTACH TOP TRACK TO EA. STUD WITH (2) #8 SCREWS EXPANSION BOLTS 24" 0.C.. PROVIDE 2 3/4" MIN 20 GA, BOTTOM TRACK EMBEDMENT, EQUIPMENT PIT SOFFIT SECTION 1 I / —OH i4 — EXISTING STRUCTURE 2"X2"X12" MIN. LEG AT STRUCTURE -ATTACH WITH (2)1/4"0 TITEN HD SCREWS OR 1/4"0 EXPANSION BOLTS EMBED MIN. 1 5/8" EXISTING CEILING TRUSS — ATTACH PAC INTERNATIONAL RSIC-1 RESILIENT CLIPS WITH HAT CHANNEL TO EXISTING TRUSSES. APPLY ONE LAYER OF 1/2" DUROCK BOARD, THEN ONE LAYER OF 5/8" GWB. APPLY 2" FINISH LAYER OF POLYESTER FIBERBOARD, MANUFACTURER: FSORB EXISTING STRUCTURE \ //-1\\ /FA / EXISTING CEILING TRUSS — BEYOND ATTACH PAC INTERNATIONAL RSIC-1 RESILIENT — CLIPS WITH HAT CHANNEL TO EXISTING TRUSSES, APPLY ONE LAYER OF 1/2" DUROCK BOARD, THEN ONE LAYER OF 5/8" GWB. APPLY 2" FINISH LAYER OF POLYESTER FIBERBOARD, MANUFACTURER: FSORB EXISTING CEILING TRUSS SOFFIT SECTION AT TRUSS 1-1/2"1'—O" 12'-1" 2"X2"X12" MIN. LEG AT STRUCTURE -ATTACH WITH (2)1/4"0 TITEN HD SCREWS OR 1/4"0 EXPANSION BOLTS EMBED MIN. 1 5/8" PROVIDE 2-1/2" 25 GA METAL STUDS 0 24" 0.C. ATTACH TOP TRACK TO STRUCTURE W/ 3/8"0 TITEN HD SCREW OR 3/8" 0 EXPANSION BOLTS @ 24" 0.C.. PROVIDE 2 3/4" MIN, EMBEDMENT. 20 GA, BOTTOM TRACK 10'-9" B.O.TRUSS GWB' ill" 404 1 &NNW irilrvrc,tto—Ator--fat,h AotoentlaWitiStatiMIAW 6 I it, ,Aror V 1001 /1 OVAN4 11, 1106 4,P Ir. Al Y. ffrtiortin s.ft tor „ita Irvin NEW ACT CEILING GRID AND TILE NEW GWB SOFFIT. 5/8" TYPE 'X' GWB OVER 2-1/2" METAL STUDS. PROVIDE BRACING AS REQUIRED DIAMOND PLATED COVER -REMOVABLE SUPPORTED BY 2X2 TUBE STEEL STRUCTURE •,c// • / = / / D-RING METAL LADDER EQUIPMENT OUTLINE fr-XfIe/ ./Iff ``,/ .ne,e \f/f „..r/ /< </: /\/;•,/ ,/ /, /:„\\;, EQUIPMENT PIT SECTION EDE 1/2”.1'-0” /EXISTING CONCRETE SLAB 1ST FLOOR R-10 RIGID INSULATION, CONTINUOUS NEW RE-INFORCED CONCRETE WITH HYCRETE ADMIXTURE FOR WATER PROOFING REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION ENLARGED GLAZING PLAN Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 B BURGESS INTERIOR ARCHITECTURE 326 F61h Avenue, Suite 4001 Seattle, vyni 981017 206 587 7120 W BurgensPNW-corn All reproduction & intellectual property, rights reserved c 2017 Professional seal RANDALL. ALAN MORDAN STATE OF WAS:I:ORTON OA, No, Issue Description' Date PERMIT SET 07.13.18 /1\ CITY CORRECTIONS 08.16.18 POST PERMIT REVISION 11.02.18 REVIEWED FOR . City Electronic swpcgAPLIANCE APPROVED NOV 30 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project No: 1 8.SB13.00 Project Manager: RM DETAILS Originirigna givig66'. Scale entities accordingly if 'reduced CITY OF TUKWILA - • - • .• • • - • -NUV 0 5 2018. • A 9 2... • . . PERMIT CENTER APE PL-1: LAMINATE a.::: OPEN, COMPOST / / CASEWORK ELEVATION RM. #113 3/8" = 1'- LINE OF CEILING AS SPECIFIED EQ. EQ. i 2' -1 6" MAX. PLASTIC LAMINATE DOORS MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. CERAMIC TILE BACKSPLASH AS INDICATED ON ELEV. QUARTZ COUNTERTOP WITH EASED EDGE \ NOSING 1 4". N PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED - REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT AS REQ'D BASE AS PER SCHEDULE. TURN INSIDE 0 CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. ADA SINK SECTI _n 0 1" 2" ON VARIES (SEE ELEV.) LINE OF CABINET (BEYOND) 1-1/2 1'- 0" DPE 7 1'_3' i r 7 2'-11" 7 7 2'-11" 7 PL-1 Wf-1 Pt-1 P-LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES CERAMIC TILE BACKSPLASH P-LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 2'-11" B-1. LINE OF CEILING AS SPECIFIED PLASTIC LAMINATE DOORS CASEWORK SECTION Lin 1 0 1" 2„ MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. CERAMIC TILE BACK SPLASH AS INDICATED ON " ELEV QUARTZ COUNTERTOP WITH EASED EDGE NOSING 1 i" PROVIDE 5" SOLID PANEL WHEN SINK PROVIDE ADJ. SHELVES W/ MELAMINE FINISH BASE PER SCHED. FINISH FLOOR LINE 2'-10" 2'-10" 2'-10" 2'-10" N ADA--COMPLANT SINK & FAUCET i 2'-10" \LO P-LAM UPPER CABINETS WITH ADJUSTABLE SHELVES. D- \ / i1t\ ON i / \ / \ PE / 2'-0" CLR. FOR D.W. CASEWORK ELEVATION RM. #113 ISLAND ELEVATION RM. #113 3/8" = 1'- 0" P-LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 7 2' 0" 8'-0" CLR FOR (2) REFS 10'-0" PL-1 OPEN SHELVES WITH CONCEALED BRACKET, PAINTED P-4 CERAMIC TILE BACKSPLASH P-LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF B-1 INE CABINET INTERIOR Y OTHERS - Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 7120 W Burgess!' All reproduction intellectual property rights reserved c2017 Professional seal GISTERED CHITECT BANDAU.ALAN MO 0AN STATE OrWASW!3TON Na. Issue peseription • 2\ POST PERMIT REVISION City Elect Date - 07.13.18 08.16.18 11.02.18 RCVIEW�EDTrOR onic di 1 taMPLIANCE APPROVED City of Tukwila BUILDING DIVISION • Project Manager; .RM MILLWORK DETAILS Original drawing _ is 24—xx 36". Scale entities accordingly it reduced � l CiIVEll • CITY OF TUKWILA NU.052018 A.93 PERMIT CENTER 12 GA, BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE—TYP. BASIS OF DESIGN: ARMSTRONG SUSPENSION SYSTEM ICCES REPORT ESR-1289 CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC OR SBC 2015 SECTION 1613 MINIMUM STANDARD PER ASCE 7-10, ALL OF CHAPTER 13 INSTALL PER MFRS. SPECS. VERIFY REQUIREMENTS WITH CITY OFFICIALS. OTHER METHODS OF CONSTRUCTION MAY BE PERMITTED. VERIFY WITH BLDG MANAGEMENT AND CITY. A GWB CEILING DETAIL 8 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT 12'-0" 0.C. MAX. IN EACH DIRECTION AS NEEDED. 5/8" G.W.B. ATTACHED TO CROSS RUNNERS ONLY, (E; NTS EXISTING STRUCTURE—/ 3 5/8" 25 GA. MTL STUDS 0 24" 0.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING ,"0 HD TITEN SCREW OR !)"0 EXPANSION BOLT 0 24" O.C. W/ MIN, 2-3/4" EMBEDMENT MIN, 3 5/8" 20 GA. METAL BOTTOM TRACK EXISTING ACT GRID BEYOND PROVIDE 2X F.T. NAILER AS REQUIRED. BLOCKING IS CUT SO THAT ACT GRID REMAINS MAINLY INTACT ALUM. GLAZING CHANNEL GLAZING AS SCHEDULED ALUM. GLAZING CHANNEL WITH NYLON GROMMET 3/8"=1'-0" 2"X2"X12" MIN. LEG AT STRUCTURE \/ — ATTACH W/ (2) 1/4"0 TITEN HD. SCREW OR (2) 1/4"0 EXPANSION. BOLTS, PROVIDE 1-5/8" MIN. EMBEDMENT. BOTTOM OF STRUCTURE PROVIDE ONE BRACE AT EACH DOOR JAMB, AT EACH END OF RELITE, AND MID SPAN OF REUTE 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 151bs,/P.S,F. CEILING TRANSITION DETAIL 3"=1'-0" 12 GA, BRACING WIRE 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. SEISMIC COMPRESSION STRUT. 12'-0" O.C. MAX. IN EACH DIRECTION AS NEEDED. 12 GA VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE USE OF 2" SEISMIC BERC CUP AT MOULDING APPROVED BY CITY. ACT SEISMIC BR 11rrC C1 AM I I I NTS 1 UNISTRUT P2944 SUPPORT BRACKET (6") TRACK PROVIDED BY CURTAIN MANUFACTURER TROLLEY PER CURTAIN MANUFACTURER ACOUSTIC FABRIC VALANCE —SOUND SEAL BARRICADE BSC-25 APPLIED WITH VELCRO 1/4" LAG BOLTS F.T. WOOD BLOCKING CONTINUOUS 1" VELCRO STRIP AT EACH SIDE SIDE OF OPENING AND AT HEAD. ACOUSTIC FABRIC CURTAIN — SOUND SEAL BARRICADE BSC-25 ACOUSTIC CURTAIN SUPPORT I I 3"=1'-0" EXISTING STRUCTURE SEALANT 3 5/8" 25 GA, MTL STUDS © — 24" O.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING g"0 HD TITEN SCREW OR 11"6 EXPANSION BOLT e' 24" O.C. W/ MIN. 2-3/4" EMBEDMENT MIN. GWB PER J/A,9.1 :AZING SECTI 2"X2"X12" MIN, LEG AT STRUCTURE — ATTACH W/ (2) 1/4"4 TITEN HD SCREW OR (2) 1/4"0 EXPANSION BOLTS. PROVIDE 1-5/8" MIN. EMBEDMENT. PROVIDE ONE BRACE AT EACH DOOR JAMB, AT EACH END OF REUTE, AND MID SPAN OF REUTE 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 151bs./P.S.F. NESTLED STUDS 20 GA. TRACKS WOOD FRAME REUTE AS SCHEDULED WOOD FRAME 2x NAILER NESTLED STUDS N C SOFFIT 3"=1'-0" EXISTING STRUCTURE SEALANT 3 5/8" 25 GA. MTL STUDS 0 24" O,C, SECURE TOP TRACK TO STRUCTURE ABOVE USING i"0 HD TITEN SCREW OR "# EXPANSION BOLT 0 24" O.C. W/ MIN. 2-3/4" EMBEDMENT MIN. GWB PER J/A.9.1 GLAZING SECTION © SOFFIT 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/ (2) 1/4"0 TITEN HD SCREW OR (2) 1/4"5 EXPANSION BOLTS. PROVIDE 1-5/8" MIN. EMBEDMENT. PROVIDE ONE BRACE AT EACH DOOR JAMB, AT EACH END OF RELITE, AND MID SPAN OF REUTE FOR SPANS OVER 8'-0". PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'—O" 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 151bs./P.S.F. NESTLED STUDS 20 GA. TRACKS HOLLOW METAL KNOCK —DOWN FRAME FRAME REUTE AS SCHEDULED HOLLOW METAL KNOCK —DOWN FRAME FRAME 2x NAILER NESTLED STUDS 3"=1'-0" VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCE! SOURC S PER HIERARCHY: IBC (INTERNATIONAL BUILDING COD ), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, C 636, E580/E, M580], AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7-100 AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (cISCA111111. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER ASCE 7-10 SECTION 13.5.8.1. ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASTM E580 SECTION 5.1.1. CEILING 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 . THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEIUNGS 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 POSTIVE BRACING. PER ASTM E580 SECTION 5.2.8.6 LATERAL FORCE BRACING CEIUNG CONSTRUCTED OF SCREW OR NAIL ATTACHED GYB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED RI THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10 SECTION 13.5.6.2.2 EXCEPTION 2, ASTM E560 SECTION 1.7. CEIUNG 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,, F SHALL FASTENERS AN ICC-ED APEN PROVAL FOR SEISMIC APPLICATION PARTANSHALLEREQUIRERSPECIALAINSPECTION MIC DESIGN IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KIOKER WIRES ((SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM THIS REQUIREMENT VERIFY THIS VAIN 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 UEU 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, METALSTUDS OR PROPRIETARY COMPRESSION POST, VERTICAL STRUTS MUST BE POSITIVELY 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 HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEIUNG GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4' CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASTM E580 SECTION 5.2.2. WHERE SUBSTANTIATING DOCUMITTATON HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2 CLOSURE ANGLE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A OINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE FRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE 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. STABIUZER 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 SECTION 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 UGHT 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 PARTION THAT BREAKS THE CEIUNG SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS' TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10 SECTION 13.5.6.2.2 b. THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF " . IN UEU 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 RIFY WITH LOCAL JURISDICTION SPRINKLERS ECW. INSPECTIONS AR BEVLStM ICH SP E REQUIRED. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2' OVERSIZE RING, SLEEVE OR ADAPTER THROUGH • THE CEILING TILT, TO ALLOW FREE MOVEMENT OF AT LEAST 1 IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD' DESIGN THAT CAN ACCOMMODATE 1 FREE MOVEMENT SHALL BE PERMITTED AS.AN ALTERNATE. PER ASTM E580. ACT NOTES Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 !Seattle, WA 98101 T 206 587 7120 W $ur9essPNW.com All reproduction & intellectuals property rights reserved c 2017 Professional sea orklAN ATE F WAS MhcrON No. Issue- Description PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 / 2 \ POST PERMIT REVISION 11.02.18 City El c REVIEWED FOR �CODEP OMPLIANCE APPROVED NOV .3 0 2018 City of Tukwila BUILDING DIVISION al drowirig e¢r Ie entities accordingly if reduced CITY OF TUKWILA NUV 05 2018 A.9.4. PERMIT CENTER Q S 1 0 r'7 a n 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 PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS END OF PARTITIONS. 3—#8 PAN HEAD SHT. MTL, SCREWS 6"x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6"MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES: f. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MT STUD ANCHOR BRACKET PARTITION TYPE AS SCHEDULED 2 1/2" X 2 1/2 X 3/16" STEEL TUBE POST N 3/16" 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 ISOMETRIC PARTIAL HT. PARTITION SUPPORT POST NTS 3/4" TYP. NTS 3 STUDS NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS MIN. BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR TYPICAL ANCHOR :BRACKET FRAMING I rml_ri EXISTING STRUCTURE EXISTING TRUSSES BEYOND 2"X2"X12" MIN. LEG AT STRUCTURE —ATTACH WITH (2)1/4"0 TITEN HD SCREWS OR 1/4"0 EXPANSION BOLTS EMBED MIN. 1 5/8" 6'-0" PROVIDE 2-1/2" 25 GA METAL STUDS 0 24" 0.C. ATTACH TOP TRACK TO STRUCTURE W/ 3/8"0 TITEN HD SCREW OR 3/8"0 EXPANSION BOLTS ® 24" O.C. PROVIDE 2 3/4" MIN. EMBEDMENT. ATTACH PAC INTERNATIONAL RSIC-1 RESILIENT CLIPS WITH SLOTTED HAT CHANNEL TO EXISTING TRUSSES ALONG ENTIRE LENGTH AND TO SUPPORT PVC CURTAIN TRACK. THIS CHANNEL SHOULD NOT BE USED TO SUPPORT CEILING SYSTEM. 12" ROCK WOOL 12'-1" r. GWB ONE LAYER OF 1/2" DUROCK BOARD, THEN ONE LAYER OF 5/8" GWB WITH 2" FINISH LAYER OF POLYESTER FIBERBOARD, MANUFACTURER: FSORB PVC CURTAIN AND TRACK SYSTEM TO BE MOUNTED DIRECTLY BELOW FINISH CEIUNG, PROVIDE ATTACHMENT OF TRACK TO SLOTTED HAT CHANNEL ABOVE USING BOLTS PROVIDED BY TRACK MANUFACTURER WITH SPACING OF ATTACHMENT POINTS BASED. ONMANUFACTURERREQUIREMENTS. PVC CURTAIN TRACK SUPPORT DETAIL U-1-I-1 I i 1 1/2" = 1'-0 BOTTOM OF STRUCTURE ACOUSTIC SEALANT - EACH SIDE, TOP & BOTTOM POWDER DRIVEN FASTENER 0 24"oc LONG LEG TOP TRACK CEILING AS SCHEDULED 3-5/8" 20 GA. METAL STUDS ® 24" 0.C. (2 ROWS) 14'-9" MAX. HEIGHT (2) LAYERS OF 1/2" DUROCK (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE OF PARTITION 12" ROCKWOOL ACOUSTIC INSULATION (FILL CAVITY FULL) POWDER DRIVEN FASTENER 24"oc MET RUNNER TRACK — CONCRETE SLAB AT SIM CONDITION PROVIDE 1 HOUR FIRE RATED PARTITION. REFER TO AND FOLLOW FIRE RATING INFORMATION FOR GWB APPLICATION, SCREWS, FIRE TAPE, AND CAULK ACOUSTIC PARTITION EXISTING STRUCTURE OPTIONAL ROCK WOOL TO BE INSTALLED AS REQUIRED 5/8" GWB 3 5/8" 25 GA. MTL STUDS 24" 0.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING i"0 HD TITEN SCREW OR i"0 EXPANSION BOLT © 24" 0.C. W/ MIN. 2-3/4" EMBEDMENT MIN. NEW ACOUSTIC CEILING PROVIDE BLOCKING AS REQUIRED ACOUSTIC FABRIC CURTAIN SOUND SEAL BARRICADE BSC-25 811111811 ACOUSTIC CURTAIN @ GLAZING EXISTING STICK —PIN INSULATION EXISTING EXTERIOR CONCRETE WALL EXISTING FURRING AND INSULATION EXISTING EXTERIOR GLAZING 111111I 111111 11111111111111111111111111111 CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED TRANSITION STRIP: X" STAINLESS STEEL SCHLUTER STRIP TILE FLOOR AS SCHEDULED THRESHOLD @ CARPET TO VCT. u-1�r�1 I l 0 3 6 12 PROVIDE 6" 25 GA METAL STUDS ® 24° O.C. ATTACH TOP TRACK TO STRUCTURE W/ 3/8"0 TITEN HD SCREW OR 3/8" 0 EXPANSION BOLTS ® 24" 0.C.. PROVIDE 2 3/4" MIN. EMBEDMENT. EXISTING STRUCTURE SUSPENDED CEILING AS SCHEDULED GLAZING SECTION 11l11M.1111III I II 3"=1'-0„ 2"X2"X12" MIN. LEG AT STRUCTURE —ATTACH WITH (2)1/4"0 TITEN HD SCREWS OR 1/4"0 EXPANSION BOLTS EMBED MIN. 1 5/8" 2 1/2" 25 GA. METAL STUD CROSS BRACING 0 8'—O" 0.C. ATTACH TO VERTICAL STUD WI(2) #8 SCREWS A.F.F. PROVIDE BLOCKING AS REQUIRED. BLOCKING IS CUT SO THAT GWB SOFFIT REMAINS MAINLY INTACT SUSPENDED 5/8" GWB TYPE 'X' SOFFIT ALUM. GLAZING CHANNEL GLAZING AS SCHEDULED ALUM. GLAZING CHANNEL WITH NYLON GROMMET Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 Seattle, WA 9810 eproduction & intellectual prope Professional,.seal RANDALL ALAN MORDAN STATE OF 1NASFl+tQrON No. Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 �2\ POST PERMIT REVISION 11.02.18 City Electr CODE COMPLIANCE APPROVED NOV 302018 City of Tukwila BUILDING DIVISION Drawn by: MK Project No: 18.SB13.00 Project Manager: RM DETAILS Original drawing 'is 24". x 36". Scale entities occordingly if reduced RECEIVED CITY OF TUKWILA NUV052018 A • 9 •5 PERMIT CENTER 1/2" BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS 6" LONG LEG TOP TRACK POWDER DRIVEN FASTENER 0 24"oc CEILING AS SCHEDULED ACOUSTIC SEALANT 1 LAYER QUIET ROCK 545 EA. SIDE, ATTACHED W/ #6 SCREWS 0 12" OC MAX. 'SOUNDGUARD' FOAM ISOLATOR PER MANUFACTURERS REQUIRMENTS (2) 2-1/2" X 20 GA. (33 MILS) METAL STUDS 0 24" OC, ROCK WOOL —TO FILL CAVITY FULL POWDER DRIVEN FASTENER 0 24"oc " BOTTOM RUNNER TRACK SEALANT CONCRETE SLAB 'SOUNDGUARD' ACOUSTIC PARTITION EIXSTING BEAM EQ. EQ. tit BOTTOM OF EXISTING STRUCTURE PROVIDE (3) P1000 UNISTRUT BRACES TO SUPPORT P5501 UNISTRUT EVERY 24" 0.C. ATTACH TO DECK ABOVE AND P5501 USING UNISTRUT P13543 OR OTHER APPROPRIATE ATTACHMENT METHOD. (2) 2-1/2" X 20 GA; (33 MILS) METAL STUDS © 24" 0C, NEW P5501 UNISTRUT 0 24" 0.C. ATTACHED TO BOTTOM FLANGE OF BEAM USING UNISTRUT BEAM CLAMP: 'SOUNDGUARD' FOAM ISOLATOR PER MANUFACTURERS REQUIRMENTS EAST EDGE OF BEAM ROCK WOOL -TO FILL CAVITY FULL 1 LAYER QUIET ROCK 545 ATTACHED W/ #6 SCREWS 0 12" OC MAX. BOXED BEAM HEADER (2) 600S125-43 HORIZONTAL STUDS (2) 600T125 TOP AND BOTTOM CLOSURE TRACKS.. PROVIDE 18 GA. JAMB STUD AT EACH SIDE OF OPENING TO SUPPORT BOXED HEADER, FILL CAVITY FULL ROCK WOOL —4 '-0 PROVIDE 2-1 2" 25 GA METAL—~\s_ STUDS 0 24" 0.C. ATTACH TOP TRACK 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. 2"X2"X12" MIN. LEG AT STRUCTURE -ATTACH WITH (2)1/4"0 TITEN HD SCREWS OR 1/4"0 EXPANSION BOLTS EMBED MIN. 1 5/8" 0 6'-0" EXISTING CEILING TRUSS. MINN NRATININA Wit Illt•afat4 ralW •1111 • jhSSWi: 1'-6" I g" ACOUSTIC DOOR SUPPORT SECTION 3"=1'-0" TRACK BRACKET SHOULD BE ABLE TO PASS BY EAST FACE OF BEAM. HUFCOR ACOUSITC DOOR, TRACK, AND TRACK BRACKET PROVIDED BY MANUFACTURER. 20 GA. BOTTOM TRACK ATTACH PAC INTERNATIONAL RSIC-1 RESILIENT CLIPS WITH HAT CHANNEL TO EXISTING TRUSSES. APPLY ONE LAYER OF 1/2" DUROCK BOARD, THEN ONE LAYER OF 5/8" GWB. APPLY 2" FINISH LAYER OF POLYESTER FIBERBOARD, MANUFACTURER: FSORB REM -D cr2,1-7 Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Sulte 400I Seattle, WA 98101 7 206 587 7120 W 8urgessPNWcom All reproduction & intellectual property righ eserved c 2017 Professional seal RANDALL ALAN MOt(0AN STATE OF WA8E4+R TON No. -Issue Description PERMIT SET Date 07.13.18 CITY CORRECTIONS 08.16.18 / \ POST PERMIT REVISION 11.02.18 -- City Elec sO.an REVIEVNEDUoFOR CODE COMPLIANCE APPROVED NOV 3 0 2018 City of Tukwila BUILDING DIVISION Project Manager:• RM Originr sr' • x 36". Scale entities accordingly 1TY OF TUKW{LA HUV 0 5 2918 reduced 3"=1'-0" A.9.6 PERMIT CENTER GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. • 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES. SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD . BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN . THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT .OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH. AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS: 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES,. FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR' OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. ' 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING,• BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. -22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES, AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST . THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. • 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST. OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC -ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE ARCH - ARCHITECTURAL MTD -MOUNTED ACT - ACOUSTICAL CEILING TILE MTL - METAL AV - AUDIO VISUAL N/A - NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT.. - BOTTOM' NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER CL . - CENTER. LINE OFF - OFFICE . CLG - - CEILING . OPNG - 'OPENING CLR - CLEAR • OVHD - OVERHEAD COL - COLUMN P - PAINT CONCF - CONCRETEERPART - 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 DWG - DRAWING • RCP - REFLECTED CEILING PLAN REC • - RECESSED EA - EACH REF -REFERENCE EL - ELEVATORRREFR - REFRIGERATOR ELEC - ELECTRICAL ELEV - ELEVATION: REL ' - RELOCATE EQ - EQUAL • REV, - REVISION OR REVISED EQUIP - EQUIPMENT RM : - ROOM . RO - ROUGH .OPENING EXT - EXTERIOR RTD - _ RATED FA - FIRE ALARM 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 FLIT SPKR -SPEAKER - FLOOR FO . . - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL- .STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR • STRL -STRUCTURAL FURR - FURRING • STRUC - STRUCTURAL GA .: - GAUGE SYMM - SYMMETRICAL GC • - GENERAL CONTRACTOR 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 TYPICAL TYP - INCL. . " - INCLUDED OR INCLUDING - .UNLESS OTHERWISE NOTED UON INFO . - INFORMATION • -UNINTERRUPTED POWER SUPPLY " INSUL .- INSULATION, UPS VGT -VINYL COMPOSITION TILE. LAV ' - LAVATORY VIF - VERIFY IN FIELD LF -" LINEAR FOOT - 'WITH' MATL - MATERIAL W/ MAX - MAXIMUM wc - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD AID - WOOD W/0 - WITHOUT 1. PROJECT ADDRESS: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA, 98168 2. APPLICABLE CODES & .ORDINANCES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2015 UNIFORM PLUMBING CODE 2015 NATIONAL FUEL GAS CODEELECTRICAL (NFPA 54) 2011 LIQUEFIED PETROLEUM GAS CODE- (NFPA 58) THE WASHINGTON. CITIES ELECTRICAL CODE TENANT: LEOSTELLA ATTN: MARC •RENAUD. ARCHITECT DESIGNER: / Burgess Design, Inc. 1326 - 5th Avenue, Suite 400 Seattle, Washington 98101 9 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: RANDY MORGAN BUILDING MANAGER: SABEY 12201 TUKWILA INTERNATIONAL BLVD.• 4TH FLOOR• STRUCTURAL ENGINEER: GRID ENGINEERS P.O. BOX 30797 SEATTLE, WA 98113 TEL: 206.898.3737 ATTN: BRYAN TOKARCZYK EER: MECHANICAL & PLUMBING under Per Hermanson (Submitted Permits:" Mechanical: M18-0094 Plumbing: PG18-0097 ENGINEER: Hargis Holmes Electric (Submitted under .Permit No. EL18-0703 e 2015 WASHINGTON STATE AMENDMENTS 2015 EXISTING BUILDING CODE 2009 ICCjANSI. 117.1 ACCESSIBLE &• USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: V-B FIRE RESISTIVE SYSTEM: SPRINKLER PER NFPA13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: NON -RATED PER IBC TABLE 1020.1 SEATTLE, WA 98168 FIRE/LIFE SAFETY ENGINEER: TEL: 206.277.5271 ATTN: TOM SPADER PLUMBING, MECHANICAL, ELECTRICAL; GENERAL CONTRACTOR: LIFE SAFETY PERMITS UNDER SEPARATE SABEY CONSTRUCTION SUBMITTALS. 12201 TUKWILA INT'L BLVD., 4TH FLOOR SEATTLE, WA 98168 TEL: 206.281.8700. ATTN: JOSH JOHNSON 5. EXITS: SE,,. t, i , " r ` ' ° ` C'' APPROXIMATE AREA OF CONSTRUCTION:.18,003.SOFT (EAST SUITE)ii 935 SOFT REVISIONS "' � , (CONFERENCE/SUPPLY) 324 SOFT SHOWER ROOMS ( ) TOTAL APPROXIMATE SUITE AREA:. 18,003 SOFT (EAST SUITE) OCCUPANT LOAD FACTOR: REFER TO G.0.2 NUMBER OF TOTAL PROPOSED OCCUPANTS: REFER TO G.0.2 NUMBER" OF EXITS REQUIRED: REFER TO G.0.2 NO Changes Shall L a n^ria to the qr oor Of work withor. prior e . ^prowl of Tulo^t,12 Brti.cl,l n Cm vlc r� r_ NOTE Revisions win rG airo ,, n:, (•- u rri!i.a" and may me tide L.c.:tior I DL n r ri -• •• f .; I�PJ' .=n,c�.l ,_ ,,,c ! OITI tumbmg _.7 PIp:nn MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLER PER IBC TABLE 1006.2.1. City of 1 .,. "; BUILJ"" , l is v•, . „,- 6. PROJECT DESCRIPTION: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, SIDELIGHTS, CASEWORK • AND FINISHES. A SMALL PORTION OF THE EXISTING SLAB WILL BE REMOVED FOR A DEPRESSED SLAB AREA. DRAWING INDEX \ DRAWING ISSUED DATE Co - ri o 03 d .� 0 GENERAL L E ('` q L DESCRIPTION PARCEL G A , N O X X G.0.0 COVER SHEET / PROJECT INFORMATION ■ X X G.0.1 PROJECT NOTES • PARCEL NUMBER: 734560-0580 X X G.0.2 CODE. SUMMARY X G.0.3 SITE PLAN LEGAL DESCRIPTION: RIVERTON ADD LOTS 17 THRU 26 & THE W 50 FT"OF LOT 9 BLOCK 8 • OF RIVERTON REPLAT TGW LOTS 9 THRU 24 OF BLOCK 7 TGW VACATED 37TH AVE S ARCHITECTURAL / INTERIORS ADJOINING BLOCK .7 & 8 UNDER VACATION ORDINANCE NO 1937 RECORDING NO X X A.1.1 DEMOLITION PLAN 20001227002657 LESS PORTION OF LOTS 9 & 24 IN BLOCK 7 .- BEGIN SW CORNER OF BLOCK 7 TH N 01-46-02 E 400.41 FT TO POINT OF BEGINNING TH N 90-00-00 E X X A.1.2 DEMOLITION PLAN 420.13 FT TO POINT ON WLY LINE OF BLOCK 8 & TERMINUS OF SAID LINE LESS. PORTION X -X A.2A.1 CONSTRUCTION PLAN LOTS 16 THRU 20 BLOCK 7, VACATED 37TH AVE S ADJOINING BLOCKS 7 & 8 AS VACATED X "X A.2A.2 CONSTRUCTION PLAN BY ORDINANCE NO 1937 LY SLY AND/OR WLY OF FOLLOWING DESCRIBED •LINE BEGIN SE X X A.2B.0 REFLECTED CEILING DEMOLITION PLAN CORNER LOT 17 BLOCK 8 TH N 01-46-02 E 5 FT TO POINT. ON LINE 5 FT NLY, X X A.2B.1 REFLECTED CEILING DEMOLITION PLAN MEASURED AT R/A, FROM S LINE OF BLOCK 7 & 8 AND POINT OF BEGINNING TH N X X A.2B.2 REFLECTED CEILING PLAN" 88-18-50 W 694.62 FT TO BEGIN OF CURVE CONCAVE TO NE WITH RADIUS, OF 20 FT TH X X A.2B.3 REFLECTED CEILING PLAN WLY & NLY ALONG ARC SAID CURVE THRU C/A 91-04-52 DISTANCE 31.79 FT TO POINT A.2C.1 POWER & DATA PLAN STREET MAP ON LINE 5 FT ELY, MEASURED AT R/A, FROM W LINE OF BLOCK 7 TH N 01-46-02 E A.2C.2 POWER & DATA PLAN 178.17 FT TO POINT ON N LINE OF LOT 4 DONALDSON ADD EXTENDED ELY TO TERMINUS A.2D.1 FINISH FLOOR PLAN OF THIS LINE LESS LOT 17 THRU 24 BLOCK 7 PORTION OF REVISED LOT B OF .CITY OF • A.2D.2 FINISH FLOOR PLAN :: 7,FILE L f 0� 42sa e rn ■1 , _ 1 ' i :y I t ." TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000 027 RECORDING NO 200102211001777 O*� X X A.6.1 ENLARGED SHOWER ROOM PLANS/ DETAILS X X A.6.2 SHOWER ROOM ELEVATIONS ��r / Pr 'b rmft No. X X X A.9.1 DOOR SCHEDULE X X / SIDELIGHT SCHEDULE / DETAILS A.9.2 DETAILS Plan review approval ^ s + 1n . ^ m al Io L f Cf to ertJ.� u1„� D.1,iC3(On3. X X A.9.3 MILLWORK / DETAILS Approval Of conr3truCaOn C'O.:uir^unt3 do3� r1�} 3 X X A.9.4 DETAILS - ,1011 the X X A.9.5 DETAILS violation Of any auopted calla or orl inlnc3 I,. co!pt r Of approved Field pp d d i:`iiiOn3 13 aC.CPwY,4Cd j3d: / f \ STRUCTURAL X SO.0 STRUCTURAL GENERAL NOTES By: i X SO.1 STRUCTURAL GENERAL NOTES DEFINITIONS AND DIMENSIONS X S1.0 FOUNDATION PLAN Date: CD X S3.D CONCRETE DETAILS X S5.0 STEEL DETAILS A. DEFINITIONS: City of TuIzaa 1. "TYPICAL" OR "TYP"'INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED: 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN . STRAIGHT, • TRUE. AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: • BUILD:N a DIVISION KEY PLAN / FLOOR PLATE - 1 ". 2 5': LEOSTELLA INTERGATE EAST CORRECTION 12501 EAST MARGINAL WAY SOUTH . TUKWILA, WA, 98168 LTR# SYMBOLS r--- ELEVATION REFERENCE SYMBOL i + , INDICATES FINISHED -_=_ ©=.:_et- L SURFACES TO ALIGN r ,', " • ' , . • ' EXIT EXIT RECEIVE L'ITYF TUK U DETAIL ID DRAWING TITLE BAR DETAIL L A.06.XX R IDENTIFICATION DRAWING TITLE 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED.SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES" UNLESS OTHERWISE . NOTED. '2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE. SCALE DETAILS C. SMALL SCALE DETAILS" D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS . SHALL BE MAINTAINED. 4. "FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE' NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR_ ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR "AFF". 6. CEILING HEIGHTS ARE. INDICATED "FROM THE FLOOR ELEVATION TO THE FACE.OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED.. 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIOSHALL NDICAT DN S BY DIMENSIONSTE ASREQUIRENOTED D SIZE, CLEARANCES, AND RELATIONSHIPS ARE SHEET NO. D SECTION REFERENCE SYMBOL . GRAPHICAL SCALE TITLE e -I- 7 AU6 1620 s. ` I I J' PERMIT CEE ®o a" i' DTL i FLOOR ELEVATION' SYMBOLS SHT 92'-0' +1'-O" NOMINAL FLOOR �' _._ - EXIT EXIT �III�I�� MI DETAIL REFERENCE"SYMBOL / • ELEVATION • HEIGHT (ABOVE/BELOW) • DTL BUILDING SPACE / ROOM ID . t' a j� EXIT o HI D OFFICE" SPACE NAME: r J ' (- --r ' A ESHT U1Ill ap �uu���+--------��� lf�-j '`r, '"'_"t_...-. 3 ja, n i COLUMN AND OR GRID LINE SYMBOL 1127 SPACE NUMBER // DIMENSION LINE: © DOOR 20' - O" SYMBOL 0 o r ( I I I, EXIT I EXIT �� � o r. (] - 4 L ANGLE DOCUMENT SHEET SYMBOL . XO .* KEYED SHEET NOTES 0GLAZING ... AREA(S) OF WORK _. - - 'r� ° " � J b aim 0 2, 1 3 H ® AT SYMBOL CL CENTERLINE / i \ REVISION NUMBER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH. 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 BurgauPNW.com All reproduction de 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. • • ILA 8 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' RANDALL ALAN MORGA1 N STATE OF WASHINGTON No. Issue Description Date PERMIT SET 07.13.18 11 CITY CORRECTIONS 08.16.18 City Electrons C ODE'COMPLIANCE APPROVED. AUG 2 82018 City of Tukwila BUILDING DIVISION TER Drawn by: MK Project No: 18.SB13.00 Project Manager: RM COVER SHEET / PROJECT INFORMATION Original drawing is 24' x 36', Scale entities accordingly if reduced G.0.0 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 AU_ HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE AT LEAST IW0 (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WfTH 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 ASSEMBUES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. - 8. AU. HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE 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 ASSEMBUES. 12. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARD 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 ANDINFORM 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, LION. 15. CONTRACTOR SHALL VERIFY GLASS THICKNESS ISAPPROPRIATE FOR DIMENSIONS AND SPANS. I PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING.SUBCONTRACTOR 16. THIS QJE 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) RECITE SHALL BE PREMIUM POUSHED FINISH: GLAZING SHALL COMPLY WITH IBC 716.3 DMSION IX -FINISHES 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN 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, LION.. 4. WALLS SHOWN ALIGNEDWITHBASE. BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTHWITH -BASE BUILDING STRUCTURE, LION. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEIUNG GRID. - - - - - 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALLPROVIDEAND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK.- FIRE RATE AS REQUIRED. - - - 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL OR CEMENT BOARD WHERE REQUIRED BY CODE AND. AT AU. TOILET ROOMS, AND BEHIND CERAMIC TILES, LION. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED• CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. - 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES; ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS' WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBUES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7. 15. PROVIDE NEW CEIUNG 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 CEIUNG 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. 1• 9. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEIUNG TILE, LION. 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 CONDIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD.. CONTRACTOR SHALL REVIEW ALL CEIUNGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN. THE CEIUNG WITHIN 10 DAYS. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEIUNG CONDITIONS IF NECESSARY. 25. IN OPENCEILINGCONDITIONS' OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK -SUITABLE FOR AN EXPOSED AND VISIBLE CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER CONCERNING MAINTAINING THE RETURN AIR PLENUM, PROJECTS THAT CONVERT ACT SPACE INTO OPEN SPACE SHALL HAVE THE FINISH OF THE OLD INTERSTITIAL SPACE FINISHED WITH GWB TO A LEVEL FLOOR FINISH, UNO. THIS MAY REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE:_ - - 26. PROVIDE ACOUSTICAL- INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEIUNGS 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 CEIUNG GRID, UON. 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, LINO. AU. WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS AREFOR REFERENCE AND SCHEMATIC DESIGN ONLY. • CONTRACTOR IS RESPONSIBLE FOR ALL. ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED' BUILDING REQUIREMENTS WITH THE BUILDING. MANAGEMENT. 5. VERIFYLEED REQUIREMENTS WITH BUILDING MANAGEMENT. DIIILSION I - GENERAL CIRIMMINS 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 OFTHECONTRACTOR'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; •AUDIBLEALARMS, SMOKE AND HEAT DETECTORS,STROBES, AND EXIT. SIGN PLACEMENT. 5.. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH, AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. • 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, -FIRE- EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EMT 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 ONES AND DIMENSIONS. BEFORE DOING AND WORK; THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES., 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13..MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPUED 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. UTIUZE REBAR OR TENDON DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS. DIVISION II - SITE WORK AND DEMOL IJOI( 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF. ALL ITEMS. LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLNON OF CORESANDRELATED CABLING TO BE REMOVED FROM TENANT. SPACES BELOW. _ 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDEUNES 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 LEIILR SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEIUNG, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK, 7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARTING ANY SITE WORK. DMSION VI - 6B2L EQIURAL CARPENTRY AND CASEWORK 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS; NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK.QUALTY STANDARDS FOR CUSTOM GRADE WORK. CABINETSSHALLBE FLUSH CONSTRUCTION. - - 4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. 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, LION. 9. SHELF EDGING TO BE P-LAM, UON. 10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITE DMSKIN 11N - 1HERMAL AND MOLSDJ PROTECTION WATFRPROOFING 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 POUCY. - VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT. FIRE PROTECTION 1. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN. RATED ASSEMBUES. 2. IN OPEN CEILING CONDEONS 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 ASSEMBUES AS NEEDED. VERIFY WITH BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS. -• DMSIQN V it -- DOORS AND HARDWARE DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, LION. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR AND SIDELIGHT STYLE TO MATCH IF A VARIATION IS PRESENT. 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, LINO. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL, LINO. 30. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH. BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY. 31. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTENINSTRUCTIONSIN 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, LION. 33. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 34. PROVIDE. AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 36. UNLESS OTHERWISE NOTED, PRIME. ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO(2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, LION. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWNGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. 37. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH.' 38. PAINT FOR THE UGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR. PAINT FINISH ON GYPSUM BOARD SURFACES. 39. PAINT FOR THE DARK SURFACES TO. CONFORM TO. THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-6 "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM. BOARD SURFACES. 40. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE. SAME FINISH ASTHEROOM, LION. 43. All PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 45..SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH.. - - 46. SAND ENAMELED FINISHES APPUED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 47. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS: SHARP AND CLEAN WITHOUT OVERLAPPING. 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS; MATERIALS AND SURFACE PREPARATIONS. 49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT. DMSION XN - FURRASI GS ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO. LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS LION. 3. ALL INTERIOR SIDEUGHTS TO RECEIVE 1" MINI -BONDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. 6. TENANT'S FURNITURE SHALL BE THE RESPONSIBILITY OF THE TENANT AND THEIR VENDOR. GC SHALL INVITE AND COORDINATE TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS. 7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANTS FURNITURE VENDOR AND INSTALLED BY THE GC, LINO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. DIVISION XXI - FIRE SUPPRESSION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE AU. EMERGENCY UGHTING, DOT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 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, LION. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, LION. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER ONES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS E. CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.. INCLUDE HORNS AND STROBES. - 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEIUNG TILE, UON, 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY' FOR THIS PROJECT. 10. IF CEIUNG. IS DESIGNED FOR AN OPEN CEIUNG CONDITION, GC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION. WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED. DMSION XXX - RWRAR/44 1: PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILNES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, VON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. - : 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR 10 INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. XXM - MIfCHAN!CAI 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 CEIUNG 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. - - 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH. IF APPLICABLE." - 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS, COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, LION. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. CI 6. ALLRCUIT: ELECTRICAL OUTLETS WITHIN THE CODEREQUIREDDISTANCE FROM A SINK SHALL BE ON A GROUND. FAULT INTERRUPTED.' 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, LION. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANTS EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANTS NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEIUNGS. CABLING FORVOICEAND 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 UNITED 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 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 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 WIN FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & UGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND UGHT 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 CEIUNG 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 CEIUNG PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM. HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. - - 27. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 28. WHEN WORKING IN PUBUC 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 UGHTS SHOWN IN THE CENTER OF CEIUNG TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEIUNG TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TILE. LION. 31. REUSE ALL EXIS11NG BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPUANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 32. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRWNG.BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 33. ALL OFFICE AREAS LESS THAN 300 SQ. -FT. ENCLOSED BY WALLS OR CEIUNG-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. UFE SAFETY EQUIPMENT. - C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 35. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO 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. - - CHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL 39. EXIT SIGNS SHALL HAVE. UL #924. 40. PROJECT MAY HAVE. MULTIPLE UGHT SOURCES AND LAMPS. CONTRACTOR SHALL. PROVIDE CONSISTENT LAMPING FOR ALL LIGHT FIXTURE•AND BEIWEEN FIXTURE TYPES. 3,500K IS PREFERRED. NOTIFY. DESIGNER IF CONSISTENT CAMPING IS UNOBTAINABLE AT THE START OF THE PROJECT. 41. VERIFY ALL ENERGY CODE REQUIREMENTS WITH JURISDICTION 'OF RECORD. VERIFY UGHTSWITCHING 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 CAPABILJBES 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. •- - Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SAB EY EY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 SIB BURGESS INTERIOR ARCHITECTURE 1326 fihh Avenue, Suite 4001 Seattle, WA 98101 T 206587 7120 W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional eal RANDALL ALAN MDRGAN STATE OF WASHINGTON Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 City" Electronic Stomp Location REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 G 2018 City of Tukwila BUILDING DIVISION Drawn by: -MK.• Project No: 18.S813.00 Prcinct Man er: RM PROJECT NOTES Original drowing is 24" x 36". Scale entities accordingly if reduced G.0.1 SUMMARY NUMBERS SHOWN ARE MAXIMUMS 1. OCCUPANT(S) PER ROOM - BASED ON TABLE 1004.1.2 OF THE I.B.C. O= BUSINESS/OFFICE: A3 0 S2 = BUSINESS/ASSEMBLY: = INDUSTRIAL: = STORAGE: 1 OCCUPANT PER 100 SQUARE FEET 1 OCCUPANT PER 15 SQUARE FEET 1 OCCUPANT PER 100 SQUARE FEET 1 OCCUPANT PER 500 SQUARE FEET TYPE OF OCCUPANCY LOAD APPLIED — BASED ON THE ABOVE LLIIER B SUITE TOTAL 'B' OCCUPANTS = 5,681/100= 56.8 =59 OCCUPANTS 'A-3' OCCUPANTS = 2,289/15 152.6= 153 OCCUPANTS 'S-2' OCCUPANTS = 982/500= 1.9= 2 OCCUPANTS 'F-1' OCCUPANTS = 8,711/100= 87.1= 88 OCCUPANTS TOTAL OCCUPANTS = 302 OCCUPANTS (2 EXIT REQUIRED; 5 PROVIDED) 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the. walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2-1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90, minutes and shall consist of storage batteries, unit equipment or an on -site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline. to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. SUPPLY ±208 SF/ 1 OCC. CODE SUMMARY CONFERENCE ±719 SF/ 48 OCC. 0 COMMON PATH OF EGRESS TRAVEL" 49'-4" WEST SUITE 'B' OFFICE: 15,700 SF OCCUPANT LOAD FACTOR: 100 OCCUPANT LOAD: 158 SUITE BUILDING CONFERENCE 'A-3' OFFICE: 719 SF OCCUPANT LOAD FACTOR: 15 OCCUPANT LOAD: 48 BUILDING SUMMARY :XISTING HI —LOW ADA COMPLIANT DRINKING FOUNTAIN 1/32" = 1'— 0" f—r—t ,DE8a �IIIIIIIIIIII EAST SUITE LEO STELLA 'B' OFFICE: 5,681 SF 'A-3' OFFICE ASSEMBLY: 2,289 SF 'F-1' INDUSTRIAL: 8,711 SF 'S' STORAGE: '982 SF OCCUPANT LOAD FACTOR: 15/100/500 OCCUPANT LOAD: EXIT EXIT EXIT STORAGE itt908 SF/ 2 OCC. EQUIPMENT SUB —ASSEMBLY ±976 SF/ 10 OCC. 0 BAKE —OUT ±332 SF/ 4 OCC. 0 FLAT —SAT ±605 SF/ 6 OCC. 0 CONFERENCE ±377 SF/ 25 OCC. CLEAN ROOM ±5,407 SF/ 54 OCC. 0 INDICATES EMERGENCY ILLUMINATION ALONG COMMON PATH OF EGRESS 82'— 7 0" EXIT SEPARATION GR 1/3 DIAGONAL 0 sPACEyAN EXIT AIRLOCK ±422 SF/ 5 OCC. 0 ENVIRONMENTAL TESTING ±720 SF/ 8 OCC. HORIZONTAL PASSAGE SUPPLY ±75 SF' 1 OCC. DY -oiX EXIT 111111111M RECEIVED CITY OF TUKWILA AUG 16 2018 PEWIT CENTER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 j13 BURGESS INTERIOR ARCHITECTURE .1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W Du,gassPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 City E ectronic. Stamp Location REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 6 2018 City of Tukwila BUILDING DIVISION Drown by MK Project Manager: • RM Project No: 18.SB13.00 CODE SUMMARY Original drawing is 24" x 36'. Scale entities accordingly i1 reduced G.0.2 l 1" = 10'— S8916'52"E 190.00' -rwwJ,JJ:j:rflsrreoZeys,.;JJVRjrfEjsr'.',.;Rjj. ACCESSIBLE ENTRANCE BETWEEN BUILDINGS EX STING ADA ADA ACCESSIBLE PARKING o BUILDING ENTRY 126TH STREET S89' 16'52"E 331.11 -7/ I"D D 2,14-"6 RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 !Seattle, WA 98101 T 206 587 7120 W BurgessPl4 All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Dote PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 Cit Electronic Stamp Location REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project No: 18.SB13.00 Project Manager: RM SITE PLAN Originol drawing is 24" x 36". Scale entities accordingly if reduced G.O.3 DEMOLITION SYMBOLS EXISTING CONSTRUCTION TO BE REMOVED DEMOLITION PLAN L5-1..57 I I 24' --1 r II 11 L— O I- JL IL_ -I 11 1 11 11 Or L LLB 7 T — Jr JL = LL— r it LJt I f 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 DEMOLITION OCCURS. KEYED SHEET NOTES iO DEMO DOOR, FRAME, AND HARDWARE — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. 2O DEMO RECITE AND FRAME — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. 3O DEMO EXISTING SECURITY DESK. PATCH AND REPAIR SURFACES TO MATCH ADJACENT FINISHES, AND TO MAINTAIN BUILDING QUALITY FINISH STANDARD. O DEMO EXISTING LOWER AND/OR UPPER CASEWORK. PATCH AND REPAIR SURFACES, AS REQUIRED FOR NEW CONSTRUCTION AND FINISHES. DEMO EXISTING PLUMBING FIXTURE, HARDWARE AND ASSOCIATED WATER & DRAIN LINES. REMOVE WATER& DRAIN UNES BACK TO SOURCE AND CAP OFF. PATCH AND REPAIR SURFACES, AS REQUIRED FOR NEW CONSTRUCTION AND FINISHES. 6O DEMO PORTION OF EXISTING PARTITION FOR INSTALLATION OF NEW DOOR. REFER TO A.2A.2 AND A.9.1 FOR ADDITIONAL INFORMATION. >' DEMO PORTION OF EXISTING FLOOR SLAB FOR CONSTRUCTION OF NEW EQUIPMENT PIT. REFER TO STRUCTURAL DRAWINGS FOR ADDInONAL INFORMATION. 8> AREA OF SLAB DEMOLITION FOR NEW PLUMBING UNES. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL DRAWINGS FOR PATCHING BACK CONCRETE FLOOR. REMOVE ANY PARTITIONS, FLOORING, WALL FINISH MATERIALS AS REQUIRED FOR WORK. PATCH WALL, FLOOR AND WALL FINISHES BACK TO WHOLE CONDITION. %1 D 2,C6 RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Tenant: LEOSTELLA INTERGATE EAST . 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 fifth Avenue, Suite 9001 Seattle, WA 98101 7206 5B7 7120W BurgessPNW.com All reproduction & intellectual property rights reserved c 2017 Professional seal No. Issue Description Date PERMIT SET 07.13.18 ! I \ CITY CORRECTIONS 08.16.18 City Electronic Stomp Location REVIEWED FOR CODE COMPLIANCE APPROVED' AUG 28 2018 City of Tukwila BUILDING DIVISION Drawn by: MK ' Project Manager: RM Project No: 18.SB13.00 DEMOLITION PLAN Original drawing is 21' x 36". Scale entities accordingly it reduced A.1.1 0 8' 16' 1 /8" = 1'- 0" DEMOLITION SYMBOLS r _=J1. �I J I� � L� L L — �r fir= - — — I I IF 1 111r�7 1e1 III I • III L— -11I _II / III / II I I L — — — — — — — — � . • I i j 1I= DEMOLITION PLAN A L_ 0 8' 16' I= _ _ =i EXISTING CONSTRUCTION TO BE REMOVED i 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. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTR1ONS. 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 DEMOLITION OCCURS. KEYED SHEET NOTES 4 O O O 4> 4> DEMO DOOR, FRAME, AND HARDWARE— TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. DEMO RECITE AND FRAME - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. NOT USED DEMO EXISTING LOWER AND/OR UPPER CASEWORK: PATCH • AND. REPAIR SURFACES, AS REQUIRED FOR NEW • CONSTRUCTION AND FINISHES. DEMO EXISTING PLUMBING FIXTURE, HARDWARE AND ASSOCIATED WATER & DRAIN LINES. REMOVE WATER& DRAIN LINES BACK TO SOURCE AND CAP OFF. PATCH AND REPAIR SURFACES, AS REQUIRED FOR NEW CONSTRUCTION. AND FINISHES. DEMO PORTION OF EXISTING PARTITION FOR INSTALLATION OF. NEW DOOR. REFER TO A.2A.2 AND A.9.1 FOR ADDITIONAL INFORMATION. DEMO PORTION OF EXISTING FLOOR SLAB FOR CONSTRUCTION OF NEW EQUIPMENT PIT. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. AREA OF SLAB DEMOLITION FOR NEW PLUMBING LINES. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL DRAWINGS FOR PATCHING BACK CONCRETE FLOOR. REMOVE ANY PARTITIONS, FLOORING, WALL FINISH MATERIALS AS REQUIRED FOR WORK. PATCH WALL, FLOOR AND WALL FINISHES BACK TO WHOLE CONDITION. AREA OF SLAB TO BE REMOVED FOR INSTALLATION OF NEW DEPRESSED SLAB WALLS.. REFER TO '. STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND FOR PATCHING BACK CONCRETE FLOOR. RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER e Tenant: - LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE - 1326 Fifth Avenue, Suite 400l Seattle, WA 98101 T 206567 7120 W BurgessPNWco All reproduction & intellectual property rights reserved c 2017 NDALI: ALAN MORGAN ATE OF WASHINGTON, No. Issue Description, Dote PERMIT SET 07.13.18 A CITY CORRECTIONS 08.16.18. Ci y �rtraF1'- -••. . •ion EVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: - RM Project No: 18.SB13.00 DEMOLITION PLAN Originol drawing is 24" x 36". Scale entities accordingly i1 reduced- A.1 2 SYMBOL LEGEND EXISTING CONSTRUCTION TO REMAIN i••INNNE=NNIP CONSTRUCTION PLAN 16' 24' STORAGE 122 EQUIPMENT SUB —ASSEMBLY 120 5'-5" 1' FLAT —SAT BAKEOUT CORRIDOR ENTRY CONFERNCE 10' —4" AIRLOCK OPEN OFFICE 8'-4" 102 j EQUIPMENT AREAS TO BE INSTALLED BY TENANT CONFERENCE 17'-0" AISLE AREA > 1'-1" 3' —10 9'-10" OPEN OFFICE CD w Q Z CLEAN ROC 123 t 1 NEW INSULATED INTERIOR FULL HEIGHT, TO DECK ABOVE, PARTITION CONSTRUCTION, PER DETAIL J/A.9.1 1 NEW JNSLLLATED1NIERIQR NCO NSTRUC710ER_DEIAIL KLA.91 F.E.C. I 1 FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET L>� 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 PARTFNON, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTI11ON RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTIDONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTDION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTMONS, 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 0 NOT USED. O EXISTING ADA COMPUANT DRINKING FOUNTAINS. RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 jB BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 4001 Seattle, WA 981017206 587 7120 W BurgessPNWcom All reproduction & intellectuol property rights reserved c 2017 Professional seal No. Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 CityEVIf 'INL DTOIT li CODE COMPLIANCE APPROVED AUG 2 8 2018 City of Tukwila BUILDING DIVISION n Drawn by. MK Project No. 18.SB13.00 Project Manager: 4 M CONSTRUCTION PLAN Original drawing is 24" 6" Scale entities accordingly it reduced A.2A.1 OPEN OFFICE AISLE AREA EQUIPMENT::::.;:'::::::;: AREAS : TO::BE. :::: INSTALLED BY TENANT MEETING PHONE PHONE OPEN OFFICE EQUIPMENT . AREAS .:TO _:BE INSTALLED :BY :::TENANT::::':;::.. AISLE AREA I 1 ORRIDOR 114 3'=10` .5'-0" OPEN OFFICE SATE STO' SUPPLY BREAK ROOM SYMBOL LEGEND EXISTING CONSTRUCTION TO REMAIN MEW NEW INSULATED INTERIOR FULL HEIGHT, TO DECK ABOVE, PARRRON CONSTRUCTION, PER DETAIL J/A.9.1 NA S • I D I R SR •A• WON C0k :U 0k ••E• DOI K uenimmeas 0 NEW INSULATED INTERIOR FULL HEIGHT,WTTH (2) TWO "LAYERS OF GW PARTFON CONSTRUCTION, PER DETAIL J/A.9.1 FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE NEW CASEWORK / MILLWORK LINE OF. UPPER CABINETS F.E.C. NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET EACH SIDE TO DECK ABOVE 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 PARTHION, PENETRATIONS, AND OTHER OPENINGS IN TI-IE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTDION RATINGS. 4. WHERE PARTTDON 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 'PARTIRON ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT,•& DEVICES MOUNTED ON OR ATTACHED -TO PARTIDONS. 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 NEW DEPRESSED SLAB AREA FOR SHAKER - MECHANICAL TESTING, DIAMOND PLATED METAL COVERS OVER METAL SUPPORT FRAMING LEVEL WITH METAL SUPPORT FRAMING ANGEL COVER PLATES. VERIFY EXACT DIMENSIONS AND LOCATION OF THE DEPRESSED SLAB AREA WITH TENANT. SHAKER TO BE INSTALLED BY TENANT. NEW TRENCH FOR CABLES (TO INTERIOR OF SPACE) AND VENT. PIPING (TO EXTERIOR WALL AND OUT). THE VENT WILL EXTEND TO A NEW CONCRETE PAD THAT WILL BE SUBMITTED UNDER SEPARATE PERMIT.: TRENCHES WILL BE PROVIDED WITH METAL TRENCH COVERS. NOT USED NOT USED NEW CONCRETE PAD FOR SHAKER PIT BLOWER AND MAKE UP AIR HVAC UNIT. TO BE SUBMITTED UNDER SEPARATE PERMIT. \c6 CITY OF TUKWILA AUG 16 2016 PERMIT CENTER A Tenant: LEOSTELLA 1NTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 Burge,4PNW.com All reproduction & intellectual property rights reserved. c 2017 REGISTERED g' CIRIEC'i RANDALL ALAN MORGAN STATE OF WASHINGTON 03.00 No. Issue Description Date PERMIT SET. 07.13.18 n CITY CORRECTIONS 08.16.18 City E ctrcREVIEiipr a t ` 2 CODE COMPLIANCE APPROVED AUG 2 8 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: F1M Project No: 18.5813,00 CONSTRUCTION PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.2 RCP LEGEND REFLECTED CEILING DEMOLITION PLAN 0„ 16' 24' SYMBOL DESCRIPTION/SPEC EXISTING 1X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING RECESSED CAN UGHT TO BE REMOVED. If- EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING RECESSED WALL WASHER TO BE REMOVED. EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING EXIT SIGN TO BE REMOVED 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. UGHT 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 CEIUNG 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 1S 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 SHEET NOTES Oi DEMO EXISTING CEIUNG TILE, GRID AND SUPPORT. PATCH AND REPAIR ALL SURFACES, AS REQUIRED FOR INSTALLATION OF NEW CEILING GRID SYSTEM AND/OR NEW FINISHES. Q DEMO ALL EXISTING LIGHTING FIXTURES. O DEMO EXISTING CEILING SOFFIT AND ASSOCIATED SUPPORT STRUCTURE. PATCH AND REPAIR ALL SURFACES, AS REQUIRED FOR INSTALLATION OF NEW CEIUNG GRID SYSTEM AND/OR NEW FINISHES. f6- D7)1") RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Suite 400I Seattle, WA 98101 T 206587 7120 W BurgessPNW.cout All reproduction & intellectual property rights reserved c 2017 Professional seal RANDALL ALAN MOROAN STATE OF WASHINGTON No Issue Description Dote PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 City Llectrorec Stamp Locotion REVIEVVED FOR CODE COMPLIANCE APPROVED AUG 282018 City of Tukwila BUILDING DIVISION Drawn by MI( Project (Manager: RM Project No. 18.SB 13.00 REFLECTED CEILING DEMOLITION PLAN Original drawmq is 21" x 36" Scale entitles accordingly if reduced A.2B.0 1 — -T--I --1-- I 1 L 1, 1 1 1 T --T I--4---I- I 1---{---}---- L L L - I 1 h' I I I -1---1 I I - L -1- 1 I. - -1-_. L 1 — 1— _I— — I I I - .1-- -I-- - - L - I I I 1 1 4- + -1 — -J J---L- 1 1 1 1 l i - I 1 4_ I 1_ 1 - - 1- 1- -I- 1 I I I- 1 ---1-- I- --1 - I 1 - 1 - 1 --L- 1 I I - 1 ---4._-+---1 __1 - -7--- - — 1 I- y — 1— — I— —1 - - - - -' - - - 1 T- - I I r r 1 I 1 I I1---I---I-1--T--I-- --1- ' --� I L I __I- +--1- I I I I T I T i 1 T T I I` T-- { _1 T --r -- 1TH 1 i. - __I __I I � -- T 1 -.T- -I- - -I I 1---1- 1 - 124 4--- -I- 1--1- --1----1 - --� --i ` r 1— 1 L 4--rH I 1 -LIB' T { -1- = - 1- = -1 T T 1 - { - -F.- I I = I i 4-- 1-1-- 1J-1----I-1---1-- 1 LL-) 1 1 4- 1 - --t --I 4. -- - 1-vF F 1- _1 — I 1 J! 1 I -I-- - 4. � I 1 I - I —1 1 -A-- 1 - L 1 1- -1--4--{-- I-- - -1 1- -L 1 I 1 —1-- ---1---_ —'- - -1- --- - - - - — 7 - _ L — 4 — — T _ I I -----1i-----I-- I REFLECTED CEILI \1G DEMOLITION PLAN = 24' RCP LEGEND SYMBOL DESCRIPTION/SPEC EXISTING 1' X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING RECESSED CAN LIGHT TO BE REMOVED. L. EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. EXISTING RECESSED WALL WASHER TO BE REMOVED. EXISTING 2' X 2' FLUORESCENT FIXTURE TO BE REMOVED. x EXISTING EXIT SIGN TO BE REMOVED GENERAL RCP SHEET 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURALREFLECTED 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 CAN SURFACE. LE (11 LUX) AT THE WALKING KEYED SHEET NOTES Oi DEMO EXISTING CEILING TILE, GRID AND SUPPORT. PATCH AND REPAIR ALL SURFACES, AS REQUIRED FOR INSTALLATION OF NEW CEILING GRID SYSTEM AND/OR NEW FINISHES. DEMO ALL EXISTING LIGHTING FIXTURES. CITY OF TW RECEIVEUKD ILA AUG 16 2018 PERMIT CENTER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improv SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 ment for: BURGESS INTERIOR ARCHITECTURE 1326 Fifth Avenue, Sulte 400I Seattle, WA 98101 T 206 587 7120 W 8urgessPNW,cam All reproduction &intellectual properly rights reserved c 2017 Professionolseol EGISTEREO RCHITECT RANDALL ALAN MORGAN STATE OF WASHINGTON 's.i1./8 No. Issue Description Dote PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 v c 4, c'4,;Gd et �O E COMPLIANCE APPROVED AUG 282018 City of Tukwila BUILDING DIVISION Oro Prgjel RM REFLECTED CEILING DEMOLITION PLAN, 0rigine1 drawing Is 24" x 30'. Scale entities accordnyly iI 'reduced 2B wn. by: MK Project No: 18.S813.00 RCP LEGEND �a 4N RNCF ..r ac oC oC NE SUPPLY a 128 ' c OO E1 Qb Ob F. a REFLECTED CEILING PLAN p8' 16' 24' 1/8" _ EXISTING CEILING TO REMAIN IN THIS AREA EXISTING CEILING TO REMAIN IN THIS AREA KEOUT �LORRID ys MIMI Nom Ns IIM=1/ sU CONE RNCE AIRLOCK OPEN F10E 416011411 MEET NG MEETING NFEREN E �b OF ICE EAN RC 2 SYMBOL DESCRIPTION/SPEC NEW 2' X 4' LED FIXTURE. (HIGH OUTPUT) 0N/R NEW RECESSED CAN LIGHT. NEW 2' X 2' LED FIXTURE. (HIGH OUTPUT) EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. NEW 2' X 4' LED FIXTURE. EXISTING EXIT SIGN TO BE REMOVED NEW 2' X 2' LED FIXTURE. NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. NEW SWITCH LOCATION. D NEW DIMMER SWITCH LOCATION a. DESIGNATES SWITCHING CIRCUIT. NEW SUSPENDED GRID AND TILE REFER TO C & M/A.9.4 FOR ADDITIONAL INFORMATION NEW SUSPENDED GWB CEILING REFER TO A/A.9.4 FOR ADDITIONAL INFORMATION. EM = EMERGENCY EGRESS LIGHTING. MEETS THE REQUIREMENTS AS STATED IN RCP SHEET NOTES. 9 & 10. 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 Ot PROVIDE CLEAN ROOM CEILING TILES WITH NRC .75 OR GREATER. O2 PROVIDE CLEAN ROOM CEILING TILES WITH NRC .85 OR GREATER AND CAC 40 OR GREATER 3� j PROVIDE CEILING TILE FOR OFFICE SPACE - ARMSTRONG DUNE OR ULTIMA OR OTHER APPROVE CEILING T E LIGHTING SUMMARY REFER TO SHEET A.28.3 FOR LIGHTING SUMMARY LIGHTING CALCULATIONS REFER TO SHEET A.26.3 FOR LIGHTING CALCULATIONS RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 8urgessPNW.Cam All reproduction & intellectual property rights reserved c 2017 Professional seal RA DALL ALAN MORGAN STATE OF WASHINGTON a, /6. /P No, Issue Description Dole PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 City ecRR/EWE lyo0'OR CODE COMPLIANCE APPROVED AUG 28 2018 City of Tukwila BUILDING DIVISION Drown by: MK Project Monager: RM Project No: 18.SB 1 3.00 REFLECTED CEILING PLAN Original drawing is 24" x. 36", Seale entities accordingly if reduced A.2B.2 RCP LEGEND REFLECTED CEILING PLAN t/8ee 16' 24' LIGHTING SUMMARY Lighting Summary;. LGT-SUM Project info os tonndoor ...ahead asswgrto . hculate a+a end calculate. protected •Randy Pr018arnne: Leo Stella - Rate ndtfteonwmkmen rrepoone es 0lcampiae/oreWn prodded. For Bolding �Parbnant Use _ - - CompenY Name: Alsgess Design - Cmpenygtltlress: 14285th Avenue, Butte 400 Appf 555000, Morgan Applicant Rime: 2061,2,01,r Applic01116ret randym9lburgesspnwoom Project Descrip ion ❑ New Shading ❑ Addition Q Alt ratkn - ❑ Plans oduded - Inc.. PRO.hantlam(IncludedIn.metopeformsxorkbeo/g ttithlightingcomphenae lams.. Building Additions Aebrro Secvan C502.2.shraWi!lonaf 80e t2nls.' • compliance Method Maria lighting Biterbr. lighting LIghthg systems In adtltbn area comply wMoll associable proiotats as a stand alone now construction project - ❑. ❑ Lght'ng systems in addibn are cadhed wentielneng b2Mng igltlhg systems le 05lm,slratebar4Jente O ❑ Add/tlonlscombinedw4th existing: - - For intertorlkjhtIngprojec8,lnoudenaw000lstinglntebrlipBln5Ratwewaoegg oRoposedtigh0ng WadagetabielnLTG-INT-ELDorLTG-NTSPACE form' ' Foratteriorlignlbgpro1ecte.. Meriden wo ended. axtenortghlinghenrewedopaln Poaposed 7YadebleendPropose2Non-TredebleL ghfing Wettegetable In LTG-FXTform Interior and Exterior Lighting Alterations SeteetafrrtgPbnel-an Lighting Control elements thetepplyto The scope of the retrgfltpro)ed. ifpr leelrndWesa co%SYneNenclepecchenere/essrhen 50%cfthe exls4ngkxtures are regiment, spaces,45050%canoe ofthe fixture400 emend/aced lnathems, ihen prodde sepannotighhngponce onchence forms forthetworetroet conditions. Sheer untergeng these,. type one(mritmeybecomdlnedWoo. lighting pewee compliance hem. ReMtaSectionC5038Sot-WWrlone, rev/cements. cllellFss llghtfrgcontralooh010e .YnedperC4ta.3. _ -amrwed - - " No chanpesera6etrg made, ❑ the(nrenororexteriat/ghdng systems end20otlngsp205 u.sandconfigurationneenot changed., • Lighting Power • hterior lghting Ferkhe garage Exterior lidllhg 50% orFoxe ofexisting are replaced ❑E " 0 . 0 • 50%of h replaced en exlsiBare repace1 ❑ / ❑ Larry endfor ballast replacen5ntany - exklim total w otiose not hcreesedsatro ❑ - ❑ ❑ 505'.arm0rere0eced- Tolelilghlingpalerorn.w+exlsang-to-nmahfixN,00yollsanpryxfth motet LPAper Sections 04054.2endC405.5.2. InclWeemwoexlxdn g4ts-nerrolnhxturo fnflapasedCtgtwg Wattage table/n1TG-g4T.BLD, LTG-/NTSPACEor LTG0l3 21t Less then s1%reptecttc Totalgghtetgponerol.neexls hp0o-1maduextm sshan naexceedthe tetehdhllrypoemrprlorto afterL..1.1u.nerve existig tenement exturesint eAopnsedtlghting Wenagerable/nlMdAIT-B1D,LTG-INCSPACEorLTG-EXCAdm . 5014thredtaldeppliestonurrberdlumtnabeaforinterlorsp cesenelpsrkinggereges, and tong . - inetnyadnattageterexrertariuminalree Lighting Controls htalak4htkg" . Farknggarege ' 2ter05ghting mow. w'ahg hsia0edtonanandded fixturesendiatkturesrelaeted tonew chcud(s) - 0 ❑ iighthg panel p 0 ❑ - Ntmnallesunchengetla,ewatedmly � New0dr/ngorclmuit-Forin0Aalighttgprouderequeed Icmaotsp C 0523 upanty sensorcontrotentr C40521, dayilehtresponsN0contedspc C40524end application peclr lighting canted,p01040525ForexterlorliehtngpronNeregthedronrrobperC40517 - New or moved panel -Ronde all ape!csble lighting cone -dens noted(rNewWldngandeutometic timeusll05 contents per C405.22 Reconhguredinretrorspace-RONdeellrequiredllgWingeenrrdsthetepplyloe new Interiorspac0. Application speed cltghhngaoMmlpreet km petC4052.5donotnoplyta recce ggeMspaces Change of Space Use - - Lighting Summary coot ❑ Exlsmingnlerkzligh60g aystenshareasunder-gangechengen speceuseereupgroded to caryly W01LPAO lalheneW sp0cemypesper Tab'., Gi0942(1)01C40542(2) Id bfyNtOWI aTGNq SBCLSO •gettelothecurtentCodeMRoposedtlentingWattage tabnin LOT -SUM Project Tine: - too Stella _ 'Oslo - Interior Lighting System Description Beleflydesettbetnterkrgghttegeyalem type end features. Llgh0ngwtll he designed and permitted nepnratelyby el.:trinelenglneerfhrough the General C0lmtrnclor. - Interior Lighting Power Allowance Method ❑ Building A10000 hod 05pace-by-space Method • selecrmethodused in project - Interior Lighting Controls " (4J AI C405,2,1-C405.2.8 Controls ❑C405.2&cep(m5tmmee Level UghBnp Cmtrd (LLL) ❑ Adddicna1T31kkn05Packeg0Cptlm - - 0406.4 S,5050etl tlgttal lBhtng <mhda • To 00sptywlth C405.4, no less then g0%ot the Iol a(installadmix%r nghtle25ower sh011005 piywlth the repuhedconborsper041154: Dwelling Unit looterior • Lighting PermenentlylnsMHedleterkrlFghllagfixturos tnoketltrgvn)tscompyafth Qo Not), Ong 0CA05.2 thin CA05.5 Cocroorclal Lghungcmtid0 andl15 Lints 0G103.3 high Efficacy Lighting - .. 0 R404.1 Residential t0gh Efficacy Lighting. Deeding unit lightlngcompliesvoth WSECResIdengel " p1ttetel ne inll8u01WBE°Commedpelp1Owslang _ Exterior Lighting System Description &lenydascdbeexrerkrlighregsyalem lypeandfe4Nres - - - - - SYMBOL - DESCRIPTION/SPEC NEW 2'X4'LE (HIGH OUTPUT) XTURE. ON/R NEW RECESSED CAN LIGHT. NEW 2' X 2' LED FIXTURE. (HIGH OUTPUT) - EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE - OFFICIAL - NEW 2' X 4' LED FIXTURE. EXISTING EXIT SIGN TO BE REMOVED u1 NEW 2' X 2' LED FIXTURE.• 0 NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. , NEW SUSPENDED GRID AND TILE REFER TO C & M/A.9.4 FOR ADDITIONAL INFORMATION NEW SWITCH LOCATION: ttr NEW DIMMER SWITCH LOCATION NEW SUSPENDED GWB CEILING REFER TO A & M/A.9.4 FOR ADDITIONAL INFORMATION GENERARCPSH DESIGNATES SWITCHING CIRCUIT. 0. EM = EMERGENCY -- EGRESS LIGHTING. MEETS THE REQUIREMENTS AS - STATED IN RCP SHEET - NOTES. 9 & 10. i. 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 8E RELOCATED. - - 8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR AL DESIGNATED AS NEW. 9. PROVIDE EGRESS ILLUMINATION PER IBC THE DESIGN BUILD CONTRACT. VERIFY COMPLIANCE TO NEW TENANT SPACE. URES 1008. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER ITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL 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 <> PROVIDE CLEAN ROOM CEILING TILES WITH NRC .75 OR GREATER. O PROVIDE CLEAN ROOM CEILING TILES WITH NRC .85 OR GREATER AND CAC 40 OR GREATER <> PROVIDE CEILING TILE FOR OFFICE SPACE - ARMSTRONG DUNE OR ULTIMA OR OTHER APPROVED CEI LIGHTING CALCULATIONS interior Lighting - Space -By -Space ethod TILE LTG-INT-SPACE Project Title: Leo Stella Calculation Areanolsa 0 New Construction 0 Additistandoalnone - Ae06lh1 0 Clear- - - +existing O Sacoews haererell%d 0 maiws haereo%eoO SawChtse Date For Building Ce LPA Q Standard O Additional Efficiency Package Option (7 pear - Calculation .. - C408.3 Reduced Interior Lighting Pow er .. Tocomplywlth C406.3, the Proposed LPD shalt be 25%lower than the Target LPA Type Refer to C406.3for additional requirements. nt Use Maximum Allowed Lighting Wattage"'" Location (plan #, room#) Off ice: Enclosed - Space Type Ceiling Helght5OTB2 Gross Interior Area in re 218 Allowed Watts per re 0.890 Office: en plan Conference/mecl inginmlt ip tapose 9801 891 0.780 0.980. Copy/print room - 52 0.580 Lounge/breakroom: at other - ' 1697 Corridor: all offer 298 0,530 ' Laboratory for pedica60405irtallresearch 6799 1.950 Storage room - Manuf0OWr'ng: Low bay (c 25 ft floor ling ht.) 75 2819 0,500 0.950 Watts Allowed (w attslit' x area) 199 3745 824 - 30 989 ' 158 9859 38 2678 Lobby Art/Fxhibit Display Allowance fro Proposed Liehtin attaCe NOTES 17600 TotatArea Retail Display Mow once from LTG -PIT -DISPLAY I I Allowed Watts 18510 Location (plan #, room#) - - Fixture Dascuplion NOTE 4, s, a - Number of FxtUtes Wafts! Falure NOTET y: -'.'=SEM -111111101. WM 2x2 LED 3500K- 3000LMLIGHTWG FIXTURE I0® MIME - 2x4 LED3500K- 3000LM LIGHTWGFSTURE 86 .0 1806 RECESSED DDlANLIGHT .. IMZMIZEMIll IMIMEIMIIIIIIIIIIIIMMMI IIMMEMINIIIIIIIIIII - 2X2 LED4000K- 7000LM LIGHTFtXTURE 01== - 2)(4 1 ED 4 000K- 7000LM LIGHT FIXTURE - - ®11.11= MIMIMIMIIIIIIIIIMII III - - - Propo ed Retail Display Lighting from LTG-NT-DISPLAY Total Proposed Wall smaynot exceed Total Al toned Walls lerinterior Lighting • Total Proposed Wat(s� (Interior Lighting Power Allowance COMPLIES Note f - Listen unique space types per Table C405.4.2(2) thatoccurin the projectscope. Selectspace type categoryper(rom drop down menu. Note 2- Indicate ceilingheight(or atriums and spacesutifizitg the ceiling height adjustment perTable C405.4.2(2), Footnotes dlint - Note 3-Gistallproposedilghtimg fixtures indudIngexemptlighdng equipment and existing -to -remain hanged " " - ' Note 4 - For proposed fixture Description, Indicate fixtare type, lamp type (e.g. T-8), numberof(amps lathe fixture, and baltasf type (if Included). For track lighting. list the length of the track (in teat) in addition tothe fixture, (amp, and be((astiaformason. - ' Note 5- For lighting equipment eligible for exemption per C4054.7,noteexception numberand leave Watts,fixtute blank' " Note - Existing -to -remain fixtures shall be included in the roposedLighting Wattage tableinthe same manner as new 0xtures,(dentityas existing • in fixture description. - - - . Note 7 - ForproposedWatts/Fedora enter the leminalrewattage for installedlamp and ballast using manulactureror other approved source. For luminaireswith screwin tamps, enter the manufacturerslisledtiteximurinput wattage of the fixture(notthe(ampwattage). Forlow wltage . lighting, enter the wattage of the transformer. For line voltage track/busuaysystems, enter the larger ofthe attached luminaire wattage or50 watts/lineal loot orenter the wattage ilmitofpermanentcurrentlimiting device. - - Note 8-LabbyArtExhibi(DISplayAllowance is irdependertofThe Maximum AlloweoLighting Wattage:. -- Note 9- Calculation Area Details: - - - - a. Lighting fixtures Ina building addition maycomplyas a stand alone project, or they may be combined withtheowrallexisting builing . lighting systems to demonstrate comp(iance.Referto C502.1, : ' - ' b: For alterations and bulidingadditions, provide Space Types and groin sintedorareasln the MaximumAf(okedLighting Wattage table. Ma building additionwilt compiyas combinededth the overall existing buikiimgfighting systems, include ell applicable existing Space Types and gross interior areas - - - - c.Itless than 50%ofexisting lighting fixtures will bereplaced, provide total exist(ngtightingwaltage(priortoalteration) Infhespaceprovided in theMaximuntAtlowedLighting Wattage table. ' - - - - " C Tenant: - - LEOSTELLA INTERGATE EAST - 12501 EAST MARGINAL WAY SOUTH 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 06101 T 206 587 7120 W BurgessPNW.com - All reproduction Sr intellectual property rights reserved c 2017 '-- Professional seed NDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Ue5Criptien - Date PERMIT SET 07.13.18 / t \ - CITY CORRECTIONS 08.16.18 City Electrons Sid E ni"iMCbr�1-D FOk CO COMPLIANCE APPROVED K�Wll-NUG282018 RECEiV CITY OF TU Al1G 16 2 18g��City of Tukwila PERMIT CE 4 r�RDING DIVISION Drown- by: MK - Project Mario Project No: 18.SB 13.00 RM REFLECTED CEILING PLAN Originol drawing is 24" x 36". Scole entities accordingly if reduced A.2B.3 ACCESSORIES amACTCEGSSORIORSARE FROM CONTURA LINE OF BOBRICK PRODUCTS 36"x48" CLEAR AREA FOR ADA ACCESS( 36"x48" . CLEAR • AREA, - /FOR ADA ACCESS 30"x48 CLEAR AREA • FOR'-ADA ACCESS_ 30"x48" CLEAR AREA FOR ADA ACCESS ENLARGED SHOWER ROOM P 0 4" 54" MIN. 39"-41" -42" MIN. k 1-1 /4" 0x42"L GRAB BAR- 12" MAX. W.C. TYP. ADA CO 12 —WALL-MOUNTED LIGHT FIXTURE, WHERE OCCURS 24"x30 SELF FRAMED MIRROR NON HC ACCESSIBLE URINAL AN 3/8" = 1'— NON HC ACCESSIBLE W.C. PLIANT RR MOUNT. HIS. NTS 1-1 /2" 0x36"L GRAB BAR 12'-0" .1' HC ACCESSIBLE W.C. ENLARGED F 8" MI1 5 XTURE PLAN 12" SOAP DISP. 0< 6" MAX —TOE CLEARANCE MIN .D PTH Reach portion of fixture can't be greater than 48" aff. Seat dispenser can NO LONGER go behind toilet in ADA. 5" 15., MIN. BUBBLER — PAPER UTOWEL NIT DISPENSER NON-ADA TOILET UNIT PAPER DISPENSER PAPER TOWEL DISPOSAL UNIT NAPKIN DISPOSAL r? 00 EWC • 0 - 0 • FIRE EXTINGUISHER CABINET RECESSED TOILET PAPER DISPENSER A) PROTRUDING TOILET PAPER DISPENSER BELOW GRAB BAR B) PROTRUDING TOILET PAPER DISPENSER ABOVE GRAB BAR SYMBOL FIXTURE 0 ADA COMPLIANT WALL MOUNTEDPAPER TOWEL AND TRASH RECEPTACLE SPEC: TBD 0 WALL MOUNTED SPEC: TBD LL WIDTH MIRROR 0 ADA. COMPLIANT COUNTER TOP SOAP DISPENSER SPEC: TBD. > 0 0 0 F ADA COMPUANT 20"X42" FOLDING UP BENCH MOUNT: SEAT 17" A.F.F. (LOWERED SEAT) SPEC: TBD . WALL MOUNTED WARDROBE HOOK MOUNT: 40" AF.F. 0 ADA SHOWER AND 60" AT OTHER SHOWER. SPEC: TBD WALL MOUNTED STAINLESS STEEL SHELF W MOUNT: T.O. SHELF ® 48" AF.F. SE9:TBD H COAT HOOKS BELOW. ONE MOUNTED AT 40" A.F.F. EQUIPMENT. SYMBOL FIXTURE 0 ADA COMPLIANT COUNTER MOUNTED LAVATORY SPEC: TBD 0 ADA-COMPLIANT LAVATORY FAUCET WITH MOTION SENSOR SPEC: TBD 0 SHOWER HEAD AND HOSE SPEC: TBD 0 ADA COMPUANT SHOWER HEAD AND HOSE- SPEC: TBD 0 ADA COMPUANT SHOWER GRAB BAR SPEC: TBD 0 ADA COMPLIANT SHOWER SEAT. SPEC: TBD GENERAL NOTES 1.- ALL RESTROOM FLOORS SHALL BE IMPERVIOUS SURFACES AND HAVE 4" INTEGRAL COVED BASE. 2. ALL RESTROOMS SHALL HAVE REQUIRED FLOOR DRAINS. DESIGN BUILD CONTRACTOR TO DETERMINE REQUIREMENT. 3.ALL RESTROOM WET WALLS SHALL HAVE AN IMPERVIOUS SURFACE UP TO 48" MIN A.F.F. 4. P-TRAP INSULATION COLORS ARE TBD. 5. ALL PLUMBING FIXTURES ARE WHITE. 6. ALL FAUCETS AND BRIGHT WORK ARE POLISHED CHROME: 7. VERIFY INSTALLATION REQUIREMENTS OF SURFACE MOUNT VERSUS RECESSED ACCESSORIES WITH ROOM CONDITIONS. FURR PARTITIONS AS NECESSARY. 8. VERIFY SCREW LENGTH FOR CONNECTION OF ACCESSORIES INTO P-LAM PARTITIONS SO NO SCREWS ARE EXPOSED. 9. ALL GRAB BARS SHALL SUPPORT A MINIMUM OF 250LBS PER ANSI 609.8 10. PROVIDE ALL RESTROOM SIGNAGE PER IBC 1111.1.4. \%# D #7.0e9 RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 BurgessPNWcom All reproduction. Sr intellectual property rights reserved c 2017 Professional seal No. issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 City _Electronic Stamp Location REVIEWED r-O'i2 CODE COMPLIANCE APPROVED AUG 282018 City of Tukwila - BUILDING DIVISION Drawn by: MK Project Manager: Project No: 18.SB 13.00 R ENLARGED SHOWER - ROOM PLANS Original drawing is 24" x 36". Sc nt es accordingly il• reduced A.6.1 SHOWER ELEVATION CEILING AS SCHEDULED PARTITION AS SCHEDULED FULL HEIGHT. MIRROR 4" BACKSPLASH AS SCHEDULED mm d 0. X P-LAM COUNTER TOP AS SCHEDULED SET IN SEALANT 4" MAX. up 1 ri1 INSULATE ALL EXPOSED TRAPS & WASTE PIPING 1/4" SHOWER. MIXER AND HAND HEW SYSTEM: MOEN #8342EP15 AMD 8371HD 3360. AT ADA COMPLIANCE OMIT SLIDE BAR AND HAND HELD AT TRADITIONAL SHOWER. PROVIDE ROD CURTAIN ASSEMBLY PER ACCESSORY SCHEDULE. ADA ACCESSIBLE SHOWER, .TYP. FIBER FAB MODEL #38H1/WHITE OR APPROVED EQUAL. 18" VERITCAL GRAB BAR MAX EA. SIDE CONTROLS AND HANDSHOWERS LOCATION CONTROL WALL TRANSFER SIDE za STANDARD GRAB BAR MIN. 33" / MAX. 36" A.F.F. AND FOLDING SEAT, COMES WITH SHOWER ASSEMBLY SHOWER ELEVATION VERIFY ASSEMBLY OF SINK, COUNTER AND SUPPORT WILL PROVIDE REQUIRED CLEARANCES BEFORE ORDERING 8"MIN. 28 MAX \ \ TUBE STEEL UNDER COUNTER SUPPORT FRAME., ATTACH TO PROPERLY. SUPPORT PARTITION FRAMING. DETAIL SHOW ONE METHOD OF BRACING, SUBSTITUTION WITH B.M. APPROVAL ADA COMPLIANT SINK & FAUCET AS SCHEDULED. PROVIDE CLEARANCES. P-TRAP COVER PLUMBEREX: HANDY-SHEILD; COLOR TBD BASE TILE AS SCHEDULED FINISH FLOOR LINE RESTROOM SINK AND MIRROR SECTION MIRROR WITH CHROME EDGE PIECE ADA COMPLIANT SIC & FAUCET SINK ELEVATION P-LAM COUNTERTOP WITH 4" BACKSPLASH 0 4" 8" 12" 3/8" = 1'— 0" RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 206587 7120 W BurgessPNW.com reproduction & intellectual property rights reserved c 2017 N TATE OF WASHINGTON No. Issue Description. Date PERMIT SET 07.13.18 CITY CORRECTIONS 08,16:18 City estxonic,,,;xfamj Location REVIEWi DI:E 1 CODE COMPLIANCE APPROVED AUG 2'8 2u18 ' Clty of Tukwila BUILDING DIVISION .Drown by: MK Project Manager: . RM Project No: 18.SB13.00 SHOWER ROOM ELEVATIONS Original drawing is 24" x 36". Scole entities accordingly educed A.62 1-1/2 = 1'-`0" SIDELIGHT/GLAZING SCHEDULE SIDELIGHT/GLAZING TYPES DOOR & HARDWARE GENERAL NOTES DOOR SCHEDULE SIDEUGHT NUMBER SIDELIGHT �' g c FIRE RATING (MIN) FRAME MATERIAL o z 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. DOOR NUMBER DOOR HARDWARE GROUP FRAME MATERIAL v> HEADER HEIGHT o 3 SIDELIGHT TYPE o NOMINAL HEIGHT a z CD cn o FRAME MATERIAL SILL HEIGHT FINISH: TBD AS _ _ J / SCHEDULED _ _ i %GLAZING i 0-. TBD 3'-0" D 1/4" TEMPERED - - - 100A 3.-0" B/S C i - - - 6 - TBD 9'-0" D 1/4" TEMPERED - - - 1008 3'-0" B/S C 2 - - ® TBD 6'-0" D 1/4" TEMPERED - : - - HARDWARE GROUP 101 3'-0" B/S F 3 - . - - G4 - TBD 1'-0" D 1/4" TEMPERED - - - G5 - TBD - - 1/4" TEMPERED - - REFER J/A9.2 �` HARDWARE GROUP HARDWARE REMARKS 103 3'-0" B/S F 3 - - - WIDTH y WIDTH y G6 - TBD 42'-0" - 1/4" TEMPERED - REFER E/A..2 GROUP 1 SINGLE, ENTRY FUNCTION ALN GLASSED DOORS 1 ENTRY FUNCTION LOCKSET 1 VERTICAL GLASS DOOR PANIC BAR 1 STRIKE AT HEAD 1 ALUMINUM HEADER 1 TOP & BOTTOM ALUMINUM RAILS 1 CONCEALED DOOR CLOSER 1 BOTTOM DOOR PIVOT 104 3'-0" B/S F 3 - - - A "I 8 "I 105 3'-0" B/S F 3 - - - 106 3'-0" B/S F 3 - - - HEIGHT = SILL HEIGHT - FRAME MATERIAL NEW FRAMELESS --- -- FINISH: TBD TEMPERED GLASS TELITE 108 3'-0" B/S F 3 - - - GROUP 2 SINGLE, STORAGE FUNCTION ALL -GLASS DOORS WITH CARD READER NON -RATED 1 STORAGE FUNCTION LOCKSET 1 VERTICAL GLASS DOOR PANIC BAR 1 ELECTRIC STRIKE AT HEAD f ALUMINUM HEADER 1 TOP & BOTTOM ALUMINUM RAILS 1 CONCEALED DOOR CLOSER 1 BOTTOM DOOR PIVOT ACCESS CONTROL SYSTEM (BY OTHERS) SYSTEM SHALL COMPLY WITH INTERNATIONAL BUILDING CODE SECTION AND ANY LOCAL RE REQUUIREMIREMENTS. CARD READER PROVIDED BY OTHERS.. 109 3'-0" B/S F 3 - - - 110 3'-D" B/S F . 3 - - - 112A 3'-0" B/S 0 4 - - - 112B 3'-0" EXIST ' EXIST EXIST - - - GROUP 3 SINGLE PASSAGE FUNCTION ALL -GLASS DOORS NON -RATED 2 16" VERTICAL PULLS (BACK TO BACK) 1 ALUMINUM HEADER 1 TOP & BOTTOM ALUMINUM RAILS 1 TOP DOOR PIVOT 1 BOTTOM DOOR PIVOT 113 3'-0" B/S A - - - - WIDTH WIDTH 114A 3'-0" B/S EXIST EXIST - C D E = EXISTING, MATCH ALL EXISTING CONDIT10NS 114E 3'-0" B/S A 5 MTL 60 VERIFY HORIZONTAL PASSAGE RATING 115 3'-0" B/S F 3 - - - GROUP 4 DOUBLE PASSAGE FUNCTION ALL -GLASS DOORS NON -RATED 4 16" VERTICAL PULLS (BACK TO BACK) 1 ALUMINUM HEADER (6.-0") 2 TOP & BOTTOM ALUMINUM RAILS 2 TOP DOOR PIVOT 2 BOTTOM DOOR PIVOT 117 3'-0" B/S A 5 - - - 119 3'-0" B/S B 6 - - - \\ /�� \`) 1 \ / GROUP 5 SINGLE STORAGE FUNCTION WITH CARD NON -RAT ACCESS D 1 STORAGE FUNCTION LOCKSET 1 ELECTRIC STRIKE. 3 HINGES (4 IF OVER 7'-0") 1 DOOR CLOSER 3 DOOR BUMPERS 1 WALL STOP ACCESS CONTROL SYSTEM ) ( OTHERS) SYSTEM SHALL COMPLY WITH ' INTERNATIONAL BUILDING CODE SECTION 1010.1.9.8 AND ANY LOCAL REQUIREMENTS. CARD READER PROVIDED BY OTHERS. 120 '" 3-0 B/SB 7 - - PROVIDE 80' HINGES SO DOORS SWING TO FULL OPEN POSITION 121 3'-0" B/S B 7 - - - 122A 3'-0" B/S B 7 - - - 122E - 3'-0" B/S A 5 - - - 122C 3'-0" B/S B 6 - - - GROUP 6 DOUBLE STORAGE FUNCTION WITH CARD ACCESS NON -RATED 1 STORAGE FUNCTION ELECTRIC LOCKSET 3 HINGES (4 IF OVER 7-0") 1 ELECTRIC TRANSFER HINGE 2 DOOR CLOSERS 1 ASSTRAGALTOR 1 AU 80TiOM,STRIKE 1 AUTOMATIC FLUSH BOLTS TOP AND INACTIVE LEAF ACTIVATED ON CONTACT WITH DOOR 1 WEATHER SEAL 1 DROP BOTTOM WEATHER SEAL 2 FLOOR STOPS 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. 123 3'-0" B/S B 7 - - PROVIDE,„180' HINGES.„SO0DOORS SWING TO FULL OPENAPOSITIONN 124A 3'-0" B / S A 8 - - - / 1 \ 124B 9'-0" 9'-0" G - - - - 124C 9'-0" 9'-0" G - - - - 124D 3'-0" EXIST EXIST EXIST - - - 1 1/2" i BOTTOM OF STRUCTURE SEALANT ' ATTACH GWB TO METAL STUDS BOTTOM STRUCTURE 2"X2"X12" ATTACH OR (2) 1j4"0 MIN. LEG AT STRUCTURE W/ (2) 1/4"0 TITER HD EXPANSION BOLTS. - SCREW PROVIDE 1 - " - - - LONG LEG TOP TRACK POWDER DRIVEN FASTENER 0 24"oc PROVIDE ACOUSTICAL 24" EACH �---\ ENCAPSULATED BAIT SIDE OF S EXTENDING PARTI110N. 0 1-5/8" MIN: EMBEDMENT. PLENUM HEIGHT OF 5'-0" OR LESS 2 1/2"X25 GA METAL STUD BRACING 8'-0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTHIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0" TO 10'-0" SHALL USE NESTED OR BACKTOBACK GROUP 7 DOUBLE PASSAGE FUNCTION NON -RATED 2 PASSAGE FUNCTION LATCHSEF WITH STRIKE AT HEAD 3 HINGES (4 IF OVER 7.-0") 2 DOOR CLOSERS 2 DP STRIKES AT HEAD 1 WEATHER SEAL 1 DROP BOTTOM WEATHER SEAL. 2 FLOOR STOPS �1 129A 3'-0" EXIST EXIST 10 - - - 129E 3.-0" B/S A 9 - - 130 3'-0" EXIST EXIST 10 - - - DOOR TYPES 1 3-1/2" 25 GA STEEL STUDS: ABOVE 10'-0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTF110N GROUP 8 SINGLE PASSAGE FUNCTION INSULATED NON -RATED 1 PASSAGE FUNCTION LATCHSEF 3 HINGES (4 IF OVER 7'-0") 1 DOOR CLOSER 1 DP STRIKE 1 ACOUSTIC SEAL 1 DROP BOTTOM WEATHER SEAL 1 FLOOR STOP 1 �' . WEIGHT 151bs:/P.S.F. SUSPENDED CEILING AS SCHEDULED THE SIESMIC BRCING IS SHOWN FOR = FRAME MATERIAL FlNISH:TBD FLUSH S.C. _ �� FRAME MATERIAL FINISH:IBD SUPPORTING THE WALL ONLY. THE CEIUNG I II I I I I I (I H I I (I I I I I I I I I I I I I I I] TO BE SEISMICALLY BRACED INDEPENDENT OF WALL AND WALL BRACING. / \ GROUP 9 SINGLE STORAGE FUNCTION NON-RATED3 1 STORAGE FUNCTION LOCKSET 3 HINGES 4 IF OVER 7'-0" 1 DOOR CLOSER ) 1 DOOR BUMPERS 1 FLOOR STOP / / WOOD DOOR FINISH: RID 4� \ \ FLUSH S.C. WOOD DOOR FINISH: TBD CE U D / REFER MOULDING C TO M/A.9.4 FOR WALL FOR PERIMETER IN UPPO" ` 3/8" CONT. FOAM SOUND ISOLATION TAPE PROVIDE 5/8" TYPE X" GWB' UPTO 6" ABOVE CEILING WHERE WIDTH WIDTH 1 ACT AND GWB CEILING PROVIDED. PROVIDE ADDITIONAL LAYER OF 5/8" TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF -TAPPING SM. SCREWS AND 3f 4" PIPE SLEEVES GROUP 10 PUSH/PULL FUNCTION NON-RATED48"oc, 1 PUSH/PULL HARDWARE 3 HINGES 1 WALL -MOUNTED DOOR STOP 1 KICK PLATE ON EACH SIDE 1 CLOSERS A B . GWB EACH SIDE AT TYPE 'A' WALLS PROVIDE BATT CAVITY. SATIN ALUMINUM SATIN ALUMINUM INSULATION IN \•' 3.5 8" X 20 CA..(33 MILS) METAL / l / BRUSHED STAINLESS STEEL _ NEW FRAMELESS GLASS STYLE TEMPERED GLASS DOORS / I '', / NEW FRAMELESS GLASS STYLE TEMPERED GLASS DOORS BRUSHED STAINLESS STEEL STUDS STUDS C0 24" OC, TO 14.-9" MAX. HEIGHT "X" 1 LAYER 5/8" TYPE GYP. BD. EA. SIDE OF METAL STUDS ATTACHED Wf #6 SCREWS 0 12" OC MAX. 2 1/2" X 25 GA (18 MILS) METAL STUDS ®24" OC, TO 10'-7" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. 8D. EA SIDE OF METAL STUDS ATTACHED W/ #6 WIDTH ,I WIDTH I - C 4j 0 Ark SCREWS © 12" OC MAX. 1 INSULATION UON ON PLANS STRUCTURE ABOVE POWDER DRIVEN FASTENER CO 24"oc 1 I POWDER DRIVEN FASTENER 0 24" OC -r I SATIN ALUMINUM I -PROVIDE COUBLE MET RUNNER TRACK METAL RUNNER TRACK / NEW FRAMELESS GLASS S EACH ASIDE OF AT. STUD SEALANT SEALANT / GLASSTEMPERED DOORS 111111111111111M. DOOR TO SUPPORT DOOR TRACK CONCRETE SLAB _ " - BRUSHED STAINLESS111111111.11111111= 1f4" I.-._. CONCRETE SLAB 1/4" STEEL INSULATED OVERHEAD COILING DOOR NON -RATED /\ FLOOR TO DECK PARTITION /\ NON -RATED FLOOR TO CEILING PARTITION WIDTH RECEIVED F CITY OF TUKWILA AUG 16 2018 PERMIT CENTER E = EXISTING, MATCH ALL EXISTING CONDIHONS JI /_Z III —I I I 3" = 1'-0" I 1-1 1-1 I I 3" _ 1'=0" — 0" 4" 8" 12" 0' 41 8" 12" Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 Prolessional sea No Issue Description Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 Ci p u-c,,ic_S142140Lclzu isn REVIEVVED i-OI CODE COMPLIANCE APPROVED . AUG 282018 City of Tukwila BUILDING DIVISION Drown by: MK Project .Manager: RM Project No: 18.SB13.00 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24. x 36". Scale entities accordinglyif reduced A.9.1 DIAMOND PLATED COVER —REMOVABLE SUPPORTED BY 2X2 TUBE STEEL STRUCTURE VIEW WINDOW ELEVATION CONFERENCE ROOM WINDOW ELEVATION 3/8„_ 1'-0" j/ EXISTING CONCRETE SLAB 1ST FLOOR R-10 RIGID INSULATION, CONTINUOUS NEW RE—INFORCED CONCRETE WITH HYCRETE ADMIXTURE FOR WATER PROOFING REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION • / //. II BATTENED CURVED ELEVATION I I II II //. // / • 3'-0" ;1- I II II II I I PROVIDE METAL STAN110N AT 8'-0" O.C., REFER TO DETAIL F/A.9.5 // / PROVIDE NESTLED 20 GA. TRACKS, CONTINUOUS PROVIDE 16 G.A. TOP TRACK, CONTINUOUS T-I II II II II II II PROVIDE NESTLED 20 GA. TRACKS, CONTINUOUS PROVIDE 16 G.A. TOP TRACK, CONTINUOUS PROVIDE METAL STANTION AT 8'-0" O.C., REFER TO DETAIL F/A.9.5 RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant lmprovement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 BURGESS INTERIOR ARCHITECTURE 1326 Filch Avenue. S 4te 400I Seattle, WA 981017 206587 7120 W Berg e,,PNW.co All reproduction Er intellectual property rights -reserved c 2017 • Professional'seal • '16lIGX Adil �% N STATE OF WNDALL ASH NGTON No. i Issue Description PERMIT SET GISTERED ARCHITECT 07.13.18 J I \ CITY CORRECTIONS 08.16.18 • City Electronic Stomp Location REVIEVJEC FC> CODE COMPLIANCE • APPROVED AUG 262C18 City of Tukwila BUILDING DIVISION Drawn by: MK Project No: 18:SB13.00 DETAILS Original drawing is "<4" x 36". Scale entities accordingly i1 reduced (CASEWORK ELEVATION.RM. #113 A) - - 3/8" .1,_ 0" —2„ LINE OF CEILING AS SPECIFIED PLASTIC LAMINATE DOORS. MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. CERAMIC TILE BACKSPLASH AS INDICATED ON ELEV. QUARTZ COUNTERTOP WITH EASED EDGE NOSING 1 3" PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED — REFER TO . PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT. AS REQ'D BASE AS PER SCHEDULE. TURN INSIDE © CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF �_.. CABINET OPENING. w w N K LINE OF CABINET (BEYOND). OPE __OPEN_ OPEN t'ANOPILL LbMPOST uR�GYCI: 2'-1 1" 1'-0 P—LAM-UPPER CABINETS WITH TWO ADJUSTABLE SHELVES 1 I CERAMIC TILE BACKSPLASH P—LAM LOWER. CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 2`-10" 10 2'-10" 0 N / SS -a. UARTZ' COUNTERTOP / 1/. i D/. ADA- COMPLIANT SINK? & FAUCET--( / 2'-10" A.9.3 / 7 7 / 2'-10" /1' 7 2'-10" 7 7 0 X 2F-OR 0 DWCLR. PL-1 WD Wr— PL. P—LAM UPP CABINETS WR ADJUSTABLE SHELVES 1. OPEN SHELV CONCEALED BRACKET t CERAMIC TI BACKSPLASH 1 P-LAM LOW CABINETS AN DRAWER WIT} ONE ADJUST SHELF B-1 8"-0' CLR FOR (2)-REFS -2 LINE OF CEILING AS SPECIFIED PLASTIC LAMINATE DOORS MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. CERAMIC TILE BACK SPLASH AS INDICATED ON ELEV QUARTZ COUNTERTOP WITH EASED EDGE NOSING 1 4". PROVIDE 5" SOLID PANEL WHEN SINK PROVIDE ADJ. SHELVES W/ MELAMINE FINISH BASE PER SCHED. FINISH FLOOR LINE. > w w w N LLJ to 152 02 CASEWORK ELEVATION RM. #113 3/8" 1'- 0" k Tenant:: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 48101 T 206587 7120 W BurgessPN All reproduction & intellectual property rights reserved c 2017 Professional seal GISTERED ARCHITECT DALL ALAN MORGAN ATE OF WASHINGTON No. Issue. Description PERMIT SET 07.13.18 ACITY CORRECTIONS 08.16.18 C ELrctrottie--Skim er. i-ocation- REVIE/fa, rO CODE COMPLIANCE APPROVED AUG 282018- City of Tukwila BUILDING DIVISION Drawn by: MK.. - Project Manager: Project IVoi'-18.SB13 00 RM MILLWORK RECEIVED DETAILS - CITY OF TUKWILA AUG 16 2018 PERMIT CENTER. 0rigtoot drowlrrq is 24" x .36". Scale entities occordirrgly it reduced ADA SINK -SECTION If 1-1/2" = CASEWORK -ORK SECTION- „ n„ I• -- 1-1/2" _ 3 A:.9, 3 12 GA. BRACING WIRE SEISMIC COMPRESSION STRUT VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT ACT SEISMIC BRACI�IC-\DIA( 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE-TYP. BASIS OF DESIGN: ARMSTRONG SUSPENSION SYSTEM ICCES REPORT ESR-1289 CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC OR SBC 2015 SECTION 1613 MINIMUM STANDARD PER ASCE 7-10, ALL OF CHAPTER 13 INSTALL PER MFRS. SPECS. VERIFY REQUIREMENTS WITH CITY OFFICIALS. OTHER METHODS OF CONSTRUCTION MAY BE PERMITTED. VERIFY WITH BLDG MANAGEMENT AND CITY. GWB CEILING DETAIL CEILING GRID 8 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT 12'-0" 0.C. MAX. IN EACH DIRECTION AS NEEDED. 5/8" G.W.B. ATTACHED TO CROSS RUNNERS ONLY. NEW PARTITION REFER TO J/A.9.1 INSULATED ROLL -UP DOOR HOUSING- MOUNT PER MANUFACTURERS SPECIFICATIONS LINE OF PARTITION BEYOND ROLLING DOOR TRACK/GUIDE- ROLL UP DOOR SECTION EXISTING STRUCTURE 3 5/8" 25 GA. MTL STUDS © 24" 0.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING "0 HD TITEN SCREW OR i"0 EXPANSION BOLT 0'24" O.C. W/ MIN. 2-3/4" EMBEDMENT MIN. 3 BOTTOM TO GA. METAL BOTTOM'TRACK EXISTING ACT GRID BEYOND PROVIDE 2X F.T. NAILER AS REQUIRED. BLOCKING IS CUT. SO THAT ACT GRID REMAINS MAINLY INTACT ALUM. GLAZING CHANNEL GLAZING AS SCHEDULED ALUM. GLAZING CHANNEL WITH NYLON GROMMET If111111111111 11 IIIIIIIG'lilbllUl� 1116.IVIIIIIIiIR. GLAZING SE TION @ACT 2"X2"X12" MIN. LEG AT STRUCTURE - ATTACH W/ (2)1/4"0 TITEN HD. SCREW OR (2)1/4"0 EXPANSION BOLTS. PROVIDE 1-5/8" MIN. EMBEDMENT. BOTTOM OF STRUCTURE PROVIDE ONE BRACE AT EACH DOOR JAMB, AT EACH END OF RELITE, 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 151bs./P.S.F. 3 5/8" 20 GA: METAL STUD AT 24" 0.C. CEILING TRANSITION DETAIL. EXISTING STRUCTURE SEALANT 3.5/8".25 GA. MTL STUDS 24" 0.C. SECURE TOP TRACK TO STRUCTURE ABOVE USING "0 HD TITEN SCREW OR "0 EXPANSION BOLT CO 24" 0.C. W/ MIN. 2-3/4" EMBEDMENT MIN. 3 5/8" 20 GA. METAL STUD AT 24" 0.C. GWB PER J/A.9.1 WOOD FRAME - BASE AS — SCHEDULED 12'-0" 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 CROSS RUNNER 701,�,,, ��., II MAIN RUNNER DISTANCE FROM BRACING \, WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC-1613 MINIMUM STANDARD: y/"\ SECTION ASCE 7-10 SEE NOTES ON M/A.9.2. s 3 1'-0" 2"X2"X12" MIN. LEG AT STRUCTURE - ATTACH W/ (2) 1/4"0 TITEN HD SCREW OR (2) 1/4"0 EXPANSION BOLTS. PROVIDE 1-5/8" MIN. EMBEDMENT. PROVIDE ONE BRACE AT EACH DOOR JAMB, AT EACH END OF RELITE, 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 151bs./P.S.F. NESTLED STUDS 20 GA. TRACKS WOOD FRAME GLAZING SECTION @ SOFFIT RECITE AS SCHEDULED 2x NAILER NESTLED STUDS 3"=1'-0" USE OF 2" SEISMIC BERC CUP AT MOULDING SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A APPROVED BY CITY. DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2 WHICHEVER IS GREATER PER CISCA ZONES 3-4. POWDER ACTUATED FASTENERS (PAF'S) WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, F SHALL HAVE AN ICC—ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES (SPLAYED WIRES INS ADL IE7D10 ON). R PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM THIS REQUIREMENT (VERIFY THIS WITH THE LOCAL JURISCSPLAY WIRES ARE TO 8E 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, CBUNG WRIT 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 POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE 5.2.8.2. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES), ARE REQUIRED TO NAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4° CLEARANCE FORM THE WALL AND BE FREE TO SUDE. PER ASTM E580 SECTION 5.2.2. OVE. PER ASTM E580 SECTION WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE CLOSURE ANGLE. THE GRID SHAU. BE ATTACHED AT TWO ADJACENT WALLS (POP RNETS OR APPROVED METHOD). SOH -Hs EMENDING TO A OINT AT LEAST LEVEL WMI THE BOTTOM PLANE OF THE FRIO AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUNALENT TO WALLS. PER ASTIR 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 F3ARS ARE NOT REQUIRED F A 90* INTERSECTING CROSS MAIN IS WIMIN Ir OF PERIMETER WALL WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO 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 SECTION 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 SHAU. 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 WAIL 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 TIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE MILNE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE STACK. PER ASTM E580 SECTION 5.3.4. UGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE UGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES IAAY BE SLACK. PER ASTM E580 SECTION 5.3.5. LIGHT FIXTURES WEIGHING MORE THM 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 WTTHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580 SECTION 5.33. TANDEM FIXTURES MAY URUZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSMVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAN RUNNERS. PER ASEM E580 5.4.1. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE, IN ADDMON 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 PARTMON THAT BREAKS NE CETUNG SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10 SECTION 13.5.6.2.2 b. THE AMOUNT OF FRE MOVEMENT (GAP) SHALL BE A MINIMUM OF . IN LIEU OF SEISMIC SEPARATION JOINTS THE COUNG MAY BE DMDED INTO AREAS LESS THAN 2500 SQUARE FEt1 BY THE USE OF PARTMONS OR SOHiIS AS FOLLOWS: PARTITIONS SHALL MEND 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 SPECIAL INSPECTIONS VERIFY WITH LOCAL JURISDICTION WHICH SPECIAL INSPECTIONS ARE REQUIRED. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2° OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FRE MOVEMENT OF AT LEAST r IN AU. HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1° FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580. ots 1 D200, 1 ACT NOTES Project nager: RM Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 A Tenant Improve ent for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR BURGESS INTERIOR ARCHITECTURE Al reproduction & intellectual property rights reserved c 2017 RANDALL ALAN MORGAN STATE OF WASHINGTON No.. - Issue -Des,cription Date PERMIT SET 07.13.18 CITY CORRECTIONS 08.16.18 APPROVED City of Tukwila BUILDING DIVISION Project No' 18.SB13.00 DETAILS GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY- OF TESTING MATERIALS (ASTM C 635, C • 636, E58D/E, M580.), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10) AND.CEIUNGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6' IN HEIGHT SHALL. BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEIUNG 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. CEILING LESS THAN OR EQUAL TO 144 SQFT AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABO SEISMIC REQUIREMENTS PER ASTM E580 SECTION 1.4 . E EXEMPT FROM. 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 CEIUNG 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 CEIUNG. ASTM E580 SECTION 5.2.8.2. RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER. 3/8"=1'-0 NTS c0 to M 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 LP En /6" u7 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. COORDINATE ANCHOR BRACKET. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. LOCATIONS W/ CASEWORK & 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF EQUIPMENT WHERE SCHEDULED, QUESTIONS. AND MANUF. MOUNTING 4. IN AREAS WHERE ACCESS FLOOR HAS. BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES INSTRUCTIONS SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. GENERAL DEVICE ALIGNMENT PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS END OF PARTITIONS. 3-#8 PAN HEAD .SHT. MTL. SCREWS 6"x16 GA UNPUNCHED STUD TRACK - WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6"MIN BEYOND MOUNTING POINT EACH. DIRECTION. NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS.: TYPICAL MTL. STUD ANCHOR BRACKET lsLF-1 NTS BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR ATYPICAL ANCHOR BRACKET FRAMING NTS PARTITION TYPE AS SCHEDULED O e0 9. 0 0 2 1/2" X 2 1/2 X 3/16" STEEL TUBE POST 3/16" 2 1/2" X 7 1/2" X 1/4" STL BASE PLATE ANCHORED TO FLOOR (4) 1/2" DIA. EXP. BOLT ANCHORS WITH 2-1/2" MIN. EMBED ISOMETRIC PARTIAL HT. PARTITION SUPPORT POST PLAN 3/4" TYP. 0— NTS -H IIIIIIIIIIIIIIII ILII I III I I III CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED TRANSITION STRIP: 'fin STAINLESS STEEL SCHLUTER STRIP TILE FLOOR : AS. SCHEDULED THRESHOLD @ CARPET TO VCT. I I 1 3"=1'-0" 12 D'S RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Tenant: LEOSTELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH 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 ISeattle, WA 98101 T 206 587 7120 W 8urgessPNW.con, All reproduction & intellectual property rights reserved c 2017. Professional seal RANDALL ALAN MORGAN STATE OE WASHINGTON egVeg No. Issue Description Date PERMIT' SET 07.13.18 CITY CORRECTIONS 08.16.18 City EleV-orYt4bhii) Lr0 0 7n CODE COMPLIANCE APPROVED . AUG 28 2018 City of Tukwila BUILDING DIVISION Drawn by: MK Project Manager: RM Project No: 18.SB13.00 DETAILS'. Original drawing is 24" x 36". Scale entities accordingly. if reduced A.9.5 IBC 2015 STRUCTURAL GENERAL NOTES SHEET DESIGN LOADS GENERAL NOTES CONCRETE CONCRETE ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2015 EDITION, AS AMENDED BY THE CITY OF SEATTLE WITH SEATTLE BUILDING CODE, 2015 EDITION. DESIGN LOADS: DEAD LOADS ARE BASED ON GENERALLY ACCEPTED MATERIAL DENSITIES. LIVE LOADS: GROUND FLOOR (EXISTING) INTERIOR CATWALK 40 [PsF] 100 [PsF] REFERENCE TABLE 1607.1 IN THE IBC FOR LOADS NOT DESCRIBED HERE. LIVE LOAD REDUCTION SHALL BE IN ACCORDANCE WITH IBC SECTION 1607.9 ROOF SNOW LOAD: THE ROOF SNOW LOAD IS PRESCRIBED BY THE CITY OF SEATTLE SEISMIC LOADS: SEISMIC LOADS ARE CALCULATED ACCORDING TO SBC 1613 USING THE FOLLOWING FACTORS: BUILDING LOCATION SITE CLASS SEISMIC DESIGN CATEGORY Ss = 1.507 [G] SI = .565 [G] 47.490773, -122.287277 C D Sos = 1.005 [G] SDI = .565 [G] WIND LOADS: WIND LOADS ARE CALCULATED ACCORDING TO SBC 1609 USING THE FOLLOWING FACTORS: EXPOSURE CATEGORY B V3s = 115 [MPH] VASD = 85 [MPH] SOIL LOADS: ORIGINAL SOIL LOADINGS ARE BASED ON THE GEOTECHNICAL REPORT BY, EARTH CONSULTANTS, DATED AUGUST II, 1999 WITH SUPPLEMENT DATED NOVEMBER 18, 1999. CURRENT GEOTECHNICAL INFORMATION UPDATE ASSOCIATED WITH TENANT IMPROVEMENT BY, EARTH SOLUTIONS, NW, DATED JULY 12, 2018. ALLOWABLE SOIL BEARING PRESSURE: 3.0 [KSF] RETAINING WALLS: PASSIVE EARTH (RESTRAINED) 50 [PCF] EQUIVALENT FLUID PRESSURE SURCHARGE PRESSURE 100 [PSF] PIPE PILES: 4" 0 SCHED40, GALVANIZED, DRIVEN TO REFUSAL VERTICAL PILES 6T ALLOW COMPRESSIVE CAPACITY BATTERED PILES [1:5) 6T ALLOW COMPRESSIVE CAPACITY IT ALLOW LATERAL CAPACITY SUBMITTALS: ALL COMPONENT SUBMITTALS SHALL BE SUBMITTED AND RECEIVE APPROVAL BY THE ENGINEER PRIOR TO ORDERING MATERIALS OR FABRICATING STRUCTURAL ELEMENTS. MATERIAL ORDERS AND FABRICATION OF COMPONENTS PERFORMED PRIOR TO RECEIVING APPROVAL BY THE ENGINEER ARE DONE AT THE RISK OF THE CONTRACTOR. AS A MINIMUM, THE FOLLOWING SUBMITTALS ARE REQUIRED: CONCRETE CONCRETE REINFORCEMENT DRILLED ANCHORS STRUCTURAL STEEL EMBEDDED ITEMS BOLTS CAST -IN -ANCHOR BOLTS AUTOMATIC END -WELDED STEEL STUDS CONTRACTOR DESIGNED STRUCTURAL ITEMS (DEFERRED SUBMITTALS): IN ACCORDANCE WITH IBC SECTION 107.3.4.2, CONTRACTOR DESIGNED ELEMENTS SHALL BE SUBMITTED AS A DEFERRED SUBMITTAL AND SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE THAT THE PROJECT IS LOCATED. DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER AND RECEIVE APPROVAL PRIOR TO ORDERING MATERIALS OR FABRICATING STRUCTURAL ELEMENTS. MATERIAL ORDERS AND FABRICATION OF COMPONENTS PERFORMED PRIOR TO RECEIVING APPROVAL BY THE ENGINEER ARE DONE AT THE RISK OF THE CONTRACTOR. IF CALCULATIONS ARE SUBMITTED THEY WILL RECEIVE A CURSORY REVIEW ONLY AND WILL NOT BE RETURNED. DEFERRED SUBMITTALS INCLUDE THE FOLLOWING ALONG WITH ADDITIONAL SUBMITTALS THAT MAY BE DEFINED IN THE PROJECT SPECIFICATIONS: N/A CONTRACTOR DESIGNED SYSTEMS SHALL BE DESIGNED AND DETAILED IN ACCORDANCE WITH IBC SECTION 1613, AND ASCE 7-10 CHAPTER 13. CONTRACTOR DESIGNED COMPONENTS SHALL BE DESIGNED TO PREVENT INDUCING TORSIONAL LOADS ON OPEN SHAPE STRUCTURAL STEEL MEMBERS. TORSIONAL BRACING, IF NEEDED, SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER AND IS SUBJECT TO APPROVAL BY THE ENGINEER. SPECIAL INSPECTION: THE PROJECT IS SUBJECT TO SPECIAL INSPECTION PERFORMED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY EXPERIENCED IN SPECIAL INSPECTION AND TESTING AS DESCRIBED IN THE SPECIAL INSPECTION SCHEDULE AND AS REQUIRED BY THE PROJECT SPECIFICATIONS. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A QUALIFIED AND LICENSED GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FOUNDATIONS. SOIL COMPACTION SHALL BE OBSERVED AND IS SUBJECT TO APPROVAL OF A QUALIFIED AND LICENSED GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE STRUCTURAL STEEL REINFORCING STEEL FOR CONCRETE HIGH STRENGTH BOLTS GRADING, EXCAVATION, AND BACKFILLING, IAW GEOTECH REPORT STRUCTURAL WELDING, IAW AWS AND WABO EMBEDDED ITEMS IN CONCRETE EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, DIMENSIONS, AND LEVELS IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND ACTUAL CONDITIONS IN THE FIELD AND SHALL OBTAIN DIRECTION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS NOTED (+) INDICATE APPROXIMATE DIMENSIONS THAT ARE SUBJECT TO VERIFICATION BY THE CONTRACTOR. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ACTUAL DIMENSIONS VARY EXCESSIVELY FROM APPROXIMATE DIMENSIONS SHOWN. DIMENSIONS: DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS AS COMPONENTS OF THE DRAWINGS MAY NOT BE DRAWN TO SCALE. UTILIZE ONLY NOTED DIMENSIONS AND FOR DIMENSIONS NOT NOTED CONTRACTOR SHALL REQUEST CLARIFICATION OF DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS WITH ARCHITECT. CONTACT THE ENGINEER WITH DISCREPANCIES. THE ENGINEER IS NOT RESPONSIBLE TO VERIFY DIMENSIONS THAT CAN BE DETERMINED FROM INFORMATION CONTAINED IN THE DOCUMENTS. ERECTION SEQUENCING, TEMPORARY SHORING, AND BRACING: THE CONTRACTOR SHALL RETAIN A LICENSED PROFESSIONAL ENGINEER TO DETERMINE ERECTION SEQUENCING, TEMPORARY SHORING, AND BRACING REQUIREMENTS. PLANS AND SUPPORTING CALCULATIONS SHALL BE SUBMITTED AND APPROVED BY EOR PRIOR TO RESPECTIVE ACTIVITY START. MEANS & METHODS, SITE SAFETY: THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SITE SAFETY FOR THE PROJECT. NO ACTIONS BY THE ENGINEER SHALL BE INTERPRETED TO SUPERSEDE THE CONTRACTOR'S RESPONSIBILITY FOR MEANS AND METHODS AND SITE SAFETY. NEOPRENE BEARING PADS: BEARINGS SHALL USE 100% VIRGIN POLYCHLOROPRENE (NEOPRENE), WHICH MEETS THE AASHTO M251 REQUIREMENTS, AS THE ELASTOMER REQUIREMENTS OF THE COMPOUND. ALL BEARING CONDITIONS SHALL BE OF Y2" (MIN), 70 DUROMETER HARDNESS (MIN), MINIMUM TENSILE ALLOWABLE STRESS OF 2250 PSI, AND MINIMUM ALLOWABLE ELONGATION OF 300%, UNO. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE 2015 IBC, CHAPTER 19. CONCRETE MIXES: CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: F'C [PSI] 4,000 TEST SAMPLE AGE PROPOSED USE [DAYS] [STRUCTURAL TYPE] 28 FOUNDATIONS, SOG, WALLS, COLUMNS, BEAMS CACL2 AND OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. WATER/CEMENT RATIO SHALL BE MEASURED AS A PERCENTAGE BY WEIGHT BASED ON TOTAL CEMENTITIOUS MATERIALS, (I.E. CEMENT PLUS FLY ASH, IF USED). THE CONTRACTOR SHALL SUBMIT THE WATER/CEMENT RATIO OF EACH UNIQUE MIX DESIGN. IN ANY CASE, THE WATER/CEMENT RATIO FOR ANY MIX DESIGNS SHALL NOT EXCEED 0.55 FOR ANY MIXES USED UNLESS APPROVED BY THE ENGINEER. SLUMP TESTS FOR CONCRETE SHALL BE PERFORMED IN THE FIELD AT THE POINT OF DELIVERY UNLESS APPROVED OTHERWISE BY THE ENGINEER. SLUMP TOLERANCES SHALL BE IN ACCORDANCE WITH ASTM C94. HIGH RANGE AND LOW RANGE WATER REDUCING ADMIXTURES ARE SUBJECT TO APPROVAL BY THE ENGINEER. WATER REDUCING ADMIXTURES SHALL CONFORM TO ASTM c494, AND SHALL BE USED IN STRICT ADHERENCE TO THE MANUFACTURERS S RECOMMENDATIONS. AN APPROVED AIR ENTRAINING ADMIXTURE CONFORMING TO ASTM C260 SHALL BE USED IN ALL CONCRETE EXPOSED TO WEATHER WITH THE POSSIBILITY OF FREEZING TEMPERATURES. AIR ENTRAINMENT SHALL BE DOSED SUCH THAT THE AMOUNT OF AIR MEASURED AT THE POINT OF DELIVERY IS 5 PERCENT PLUS OR MINUS I11/2 PERCENT TOLERANCE. AIR ENTRAINMENT SHALL BE MEASURED AT THE POINT OF DELIVERY. THE CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR ALL CONCRETE MIXES PROPOSED FOR THE PROJECT AND RECEIVE APPROVAL BY THE ENGINEER PRIOR TO USE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH THE 2015 IBC, SECTION 1905. THE SUBMITTAL SHALL INDICATE THE PROPOSED USE OF EACH MIX AND EACH APPROVED MIX SHALL BE LIMITED TO THE PROPOSED USE IN THE SUBMITTAL. SHOTCRETE: SHOTCRETE IS NOT AN APPROVED ALTERNATIVE TO CAST -IN PLACE CONCRETE FOR THIS PROJECT. AN EXCEPTION TO THIS REQUIREMENT MAY BE PROPOSED BY THE CONTRACTOR. THIS EXCEPTION IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE REJECTED WITHOUT EXPLANATION. IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR INQUIRE REGARDING PROPOSED SHOTCRETE USE PRIOR TO PREPARING A BID OR SUBSEQUENT PROPOSAL FOR USE IN THE PROJECT. BID OR SUBCONTRACT COMMITMENTS MADE PRIOR TO APPROVAL ARE AT THE RISK OF THE CONTRACTOR. CONCRETE REINFORCEMENT: DEFORMED BARS ASTM A615, GRADE 60, UNO SPECIAL DUCTILE QUALITY DEFORM BARS ASTM A706, GRADE 60 LOW ALLOY, CONCRETE CORE SMOOTH WELDED WIRE FABRIC, WWF ASTM A185, FY = 65,000 [Psi] DEFORMED WELDED WIRE FABRIC, WWF ASTM A497, FY = 70,000 [PSI] SPECIAL DUCTILE QUALITY DEFORMED BARS SHALL BE USED IN 'DUCTILE' STRUCTURAL COMPONENTS. THESE TYPICALLY INCLUDE DUCTILE COLUMNS, BEAMS, SHEAR WALL BOUNDARY MEMBERS, AND ANY OTHER COMPONENTS REFERRED TO AS 'DUCTILE' IN THE CONTRACT DOCUMENTS. FOR PURPOSES OF BREVITY, STRUCTURAL COMPONENTS MAY NOT BE REFERRED TO AS 'DUCTILE' IN EVERY INSTANCE IN THE DOCUMENTS, HOWEVER, ANY STRUCTURAL COMPONENT THAT IS REFERRED TO AS 'DUCTILE' IN ANY LOCATION IN THE CONTRACT DOCUMENTS SHALL BE ASSUMED TO APPLY IN ALL INSTANCES. MILL TEST CERTIFICATIONS FOR SPECIAL DUCTILE QUALITY DEFORMED BARS SHALL BE SUBMITTED TO THE ENGINEER AND RECEIVE APPROVAL PRIOR ORDERING AND PLACEMENT OF BARS. LAP ALL REINFORCING AS NOTED ON THE CONTRACT DOCUMENTS. IN CASES WHERE LAP LENGTHS ARE NOT SPECIFICALLY NOTED THE SPLICE LENGTH SHALL BE TYPE LB, EXCEPT TOP BARS SHALL BE LAPPED TO LBT. MECHANICAL OR WELDED BUTT SPLICES MAY NOT BE USED UNLESS SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. MECHANICAL SPLICES SHALL BE TYPE 1 UNLESS APPROVED OTHERWISE. MECHANICAL OR WELDED BUTT SPLICES SHALL BE CERTIFIED TO PROVIDE 125% OF THE FAILURE CAPACITY OF THE BARS JOINED. TYPE 2 MECHANICAL SPLICES, IF PROPOSED, SHALL MEET THE REQUIREMENTS OF TYPE 1 SPLICES. WELDING OF REINFORCEMENT, IF APPROVED BY THE ENGINEER, SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES AND SHALL BE PRE -HEATED IN ACCORDANCE WITH THE REQUIREMENTS OF AWS DI.4 BY THE AMERICAN WELDING SOCIETY. WELDERS SHALL BE PRE -QUALIFIED IN ACCORDANCE WITH AWS DI.4. NO REINFORCEMENT MAY BE WELDED UNLESS APPROVED BY THE ENGINEER. REINFORCEMENT MATERIALS TO BE WELDED SHALL MEET THE FOLLOWING CRITERIA: REINFORCING BARS ASTM A706 GRADE 60 LOW ALLOY WELDING ELECTRODES E80XX RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER CONCRETE COVER OVER REINFORCING STEEL: CONCRETE COVER OVER REINFORCING SHALL MEET OR EXCEED THE FOLLOWING: USE OR LOCATION FOUNDATION ELEMENTS CAST AGAINST EARTH FOUNDATION ELEMENTS TOP BARS, #5 SMALLER FOUNDATION ELEMENTS TOP BARS, #6 LARGER FOUNDATION ELEMENTS SIDE BARS CAST AGAINST FORMS GRADE BEAMS SLAB ON GRADE (FLOATING) SLAB ON GRADE (STRUCTURALLY SUPPORTED) WALLS EXTERIOR EXPOSURE, #5 SMALLER WALLS EXTERIOR EXPOSURE, #6 LARGER INTERIOR WALLS NOT EXPOSED TO WEATHER BEAMS COLUMNS MAIN BARS BEAMS COLUMNS TIES (STIRRUPS) ELEVATED SLABS COVER [IN.] 3" I I/2" 2" 2" REFER TO FOUNDATION ELEMENTS 2" FROM TOP SURFACE 2" I I/2" 3/4" 2" 112" 3/4" MINIMUM STEEL ALL STRUCTURAL STEEL SHALL MEET: STRUCTURAL STEEL SPECIFICATION STEEL DECKING (COMP, NON -COMP) LIGHT GAGE (COLD -FORMED) STUDS HIGH STRENGTH BOLTS STRUCTURAL STEEL WELDING STRUCTURAL STEEL MATERIALS: STRUCTURAL STEEL GENERAL CONNECTION MATERIAL EMBEDDED ITEMS PLATES, CHANNELS, ANGLES STRUCTURAL TUBES STEEL PIPE ANCHOR RODS THREADED RODS WELDING ELECTRODES COLD FORMED STEEL AMERICAN INSTITUTE OF STEEL CONSTRUCTION STEEL DECK INSTITUTE , FDDM AMERICAN IRON AND STEEL INSTITUTE, 2012 S200 ASTM A325 OR A490 SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS AWS DI.I AWS DI.3 METAL DECK AND COLD -FORMED FRAMING AWS DI.8 SUPPLEMENTAL SEISMIC PROVISIONS AWS WELDER CERTIFICATION WABO WELDER CERTIFICATION ASTM A992 ASTM A36 (UNO) ASTM A36 (UNO) ASTM A36 (UNO) ASTM A500, GRADE B ASTM A53, GRADE B ASTM F1554, GRADES 36, 55, 105 ASTM A36 70 [KSI] LOW HYDROGEN (TYP, UNO) 60 [KSI] METAL DECK & COLD -FORMED AISI 2012 s200 STRUCTURAL STEEL FABRICATION AND ERECTION: STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS THE 2015 IBC, CHAPTER 22. ALL MEMBERS SHALL BE ERECTED WITH RESIDUAL MILL CAMBER OR FABRICATED CAMBER IN THE UP POSITION, UNO. CAMBER SPECIFIED IN THE CONTRACT DOCUMENTS IS TO BE ACHIEVED AT THE SITE AFTER SHIPPING AND HANDLING. SUBSTITUTION OF MEMBER SIZES IS NOT PERMITTED UNLESS APPROVED BY THE EOR PRIOR TO FABRICATION AND ERECTION. BOLTED CONNECTIONS SHALL USE HIGH STRENGTH BOLTS (HSB), UNO OR APPROVED BY THE EOR. ALL BOLTED BEAM CONNECTIONS SHALL HAVE A MINIMUM OF TWO (2) BOLTS, UNO. ALTERNATIVE CONNECTIONS ARE NOT PERMITTED UNLESS APPROVED BY THE EOR PRIOR TO FABRICATION AND ERECTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION AIDS, TEMPORARY STRUCTURES, AND CORRECTIONS FOR IMPROPER FIT -UP OF STRUCTURAL STEEL COMPONENTS. GALVANIZED STRUCTURAL COMPONENTS: GALVANIZING OF STRUCTURAL STEEL COMPONENTS SHALL BE IN ACCORDANCE WITH ASTM A123. FIELD WELDING OF GALVANIZED STRUCTURAL COMPONENTS IS NOT PERMITTED UNLESS APPROVED BY THE EOR. GALVANIZED STRUCTURAL COMPONENTS THAT ARE APPROVED FOR FIELD WELDING SHALL BE GROUND TO REMOVE GALVANIZING MATERIALS IN THE AREA OF THE WELDING TO PREVENT CONTAMINATION OF WELD. AFTER WELDING, FIELD WELDED JOINTS SHALL BE COATED WITH AN APPROVED ZINC RICH COATING. STRUCTURAL STEEL WELDING: ALL WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED BY PRE -QUALIFIED WELDERS CERTIFIED BY AWS PROCEDURES BY A QUALIFIED TESTING AGENCY. SHOP DRAWINGS SHALL UTILIZE AWS A2.4 SYMBOLS AND SHALL INDICATE ALL FIELD WELDS. WELDS INDICATED ON THE CONTRACT DOCUMENTS ARE MINIMUM WELD SIZES. THE MINIMUM WELD SHALL BE 3/16", UNO. WELDS THAT ARE NOT SIZED ON THE CONTRACT DOCUMENTS SHALL BE 3/16", MINIMUM, UNO. Tenant: LEO STELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH CITY, WA 98— A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 J:lI5-0000.00 TE,WLarE (COPY ONLVE-CAONSUPPORNIPPOPPS LOOO..AO All reproduction & intellectual property rights reserved c 2017 en p 1 n p trr s Professional seal No. Issue Description Date PERMIT ISSUE 08.16. r8 City ealiILVd`�p= o've�catin v1 CODE COMPLIANCE APPROVED AUG 2 8 2C18 City of Tukwila BUILDING DIVISION Drawn by: JC Project No: 180044.10 Project Manager: BT Structural General Notes Original drawing is 24" x 36". Scale entities accordingly if reduced so.o STRUCTURAL MATERIALS, ABBREVIATIONS, AND SYMBOLS STRUCTURAL ABBREVIATIONS STEEL (CONT.) AB ADD'L ADJ AFF AGG ALT ANCH APPROX B/ BFF BLDG BLKG BM BMU BN BOTT BRG BSMT BTWN C CAP CC CG CIP CJ CL CLG CLR CLEAR CMU COL CONC CONN CONST CONT CONTR COORD CP CTR CY DBA DBL DEF DEMO PET DF DFL DIA DIAG DICA DKG DL DN DO DWG DWL EA EF EJ EL ELECT ELEV ENG ANCHOR BOLT ADDITIONAL ADJUST, ADJUSTABLE ABOVE FINISH FLOOR AGGREGATE ALTERNATE ANCHOR APPROXIMATE BOTTOM OF BELOW FINISH FLOOR BUILDING BLOCKING BEAM BRICK MASONRY UNIT BOUNDARY NAILING BOTTOM BEARING BASEMENT BETWEEN CAMBER CAPACITY CENTER TO CENTER CENTER OF GRAVITY CAST -IN -PLACE CONSTRUCTION OR CONTROL JOINT CENTERLINE CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR, CONTRACT COORDINATE COMPLETE PENETRATION (WELD) CENTER CUBIC YARD DEFORMED BAR ANCHOR DOUBLE DEFORMED DEMOLISH DETAIL DOUGLAS FIR, DOUG-FIR DOUGLAS FIR -LARCH DIAMETER DIAGONAL DRILLED -IN CONCRETE ANCHOR DECKING DEAD LOAD DOWN DITTO DRAWING DOWEL EACH EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATION ENGINEER EQ EQUIP ES EW EX EXP EXT F/ FD FDN FF FIN FLG FLR FOB F'M FRM FS FT FTG Fy GA GALV GEN GL GOVT GR GRT GWB HF HGR HK HORIZ HP HSS ID IE IF IN INFO I NT JST JT KSF KSI LF LL LLH LLV LP LVL MAX MECH MFR MIN MISC MOM NIC NOM NO NS NTS EQUAL EQUIPMENT EACH SIDE EACH WAY EXISTING EXPANSION EXTERIOR FACE OF FLOOR DRAIN FOUNDATION FINISH FLOOR FINISH FLANGE FLOOR FACE OF BUILDING MASONRY COMPRESSIVE STRENGTH FRAME, FRAMING FAR SIDE FOOT, FEET FOOTING STEEL YIELD STRENGTH GAUGE, GAGE GALVANIZED GENERAL GLUED LAMINATED (BEAM) GOVERNMENT GRADE GROUT GYPSUM WALL BOARD HEMLOCK -FIR, HEM -FIR HANGER HOOK HORIZONTAL HIGH POINT HOLLOW STRUCTURAL SECTION INSIDE DIAMETER INVERT ELEVATION INSIDE FACE INCH INFORMATION INTERIOR JOIST JOINT KIPS PER SQUARE FOOT KIPS PER SQUARE INCH LINEAL FOOT, LINEAL FEET LIVE LOAD LONG LEG HORIZONTAL. LONG LEG VERTICAL LOW POINT LAMINATED VENEER LUMBER MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOMENT NOT IN CONTRACT NOMINAL NUMBER NEAR SIDE NOT TO SCALE OA OAE OC OD OF OPNG OPP PC PCF PEN PL PLWD PNL PP PSI PSF PT QC R RD REINF REQ'D RND RO RTN SC SCHED SDQ SECT SHT SIM SOG SP SPEC SQ SS STD STIFF STIR STL STRUCT SUPP SYM TBIB Ti THK THRU TRANS TYP UON VERT W/ WD W/o WP WWF YD (+) OVER ALL OR APPROVED EQUAL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE PIECE POUNDS PER CUBIC FOOT PENETRATION (WELD) PLATE PLYWOOD PANEL PARTIAL PENETRATION (WELD) POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRE -TENSIONED (CONCRETE) QUALITY CONTROL (ASSURANCE) RADIUS ROOF DRAIN REINFORCE, REINFORCEMENT REQUIRED ROUND ROUGH OPENING RETURN SLIP CRITICAL SCHEDULE SPECIAL DUCTILE QUALITY (REINFORCEMENT) SECTION SHEET SIMILAR SLAB ON GRADE (GROUND) SPACE, SPACING SPECIFICATION SQUARE STAINLESS STEEL STANDARD STIFFENER STIRRUP (TIE) STEEL STRUCTURAL SUPPORT SYMMETRICAL TOP AND BOTTOM TOP OF THICK(NESS) THROUGH TRANSVERSE TYPICAL UNLESS OTHERWISE NOTED VERTICAL WITH WOOD WITHOUT WORK POINT WELDED WIRE FABRIC YARD PLUS OR MINUS STRUCTURAL SYMBOLOGY • • S-000 000 DETAIL CALLOUT ELEVATION CALLOUT NOTE /e I S-000 SECTION CALLOUT REVISION CALLOUT NORTH GRID BUBBLE PROFILE CHANGE FIREPROOFING OF STRUCTURAL STEEL: SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY THE FOR AND APPROVED PRIOR TO APPLICATION OF FIREPROOFING. FIREPROOFING THICKNESS SHALL BE IN ACCORDANCE WITH ICC REPORT ESR-1186 AND MANUFACTURER'S RECOMMENDATIONS. PRIMARY STRUCTURE IS DEFINED AS COLUMNS, BEAMS THAT FRAME TO COLUMNS, BEAMS THAT SUPPORT 500 FT2 (oR MORE) OF FLOOR OR ROOF AREA, AND BRACING AND OTHER STRUCTURAL ELEMENTS THAT SUPPORT FLOOR AREAS OF 500 FT2 (oR MORE) OF FLOOR OR ROOF AREA. ALL OTHER FRAMING IS CONSIDERED AS SECONDARY FRAMING. GROUTING OF STRUCTURAL STEEL MEMBERS: BASE PLATES AND OTHER STRUCTURAL ELEMENTS REQUIRING GROUT SHALL UTILIZE NON -SHRINK GROUT WITH A MINIMUM STRENGTH OF F'C = 8,000 [PSI]. ANCHORS CAST -IN -PLACE ANCHOR BOLTS AND ANCHOR PLATES: ALL CAST -IN -PLACE ANCHOR BOLTS SHALL BE ASTM F1554, UNLESS OTHERWISE NOTED. CAST -IN -PLACE ANCHOR BOLTS AND ANCHOR PLATES THAT ARE EXPOSED TO WEATHER OR COLD TEMPERATURES SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. CAST -IN -PLACE ANCHOR BOLTS SHALL BE PLACED PRECISELY WITHIN 1/8 INCH OF SPECIFIED POSITION, AT A MINIMUM 9" EMBEDDED DEPTH. NOTIFY THE ENGINEER FOR DIRECTION IF INACCURATE BOLT PLACEMENT RESULTS IN THE NEED FOR MODIFICATIONS TO CONNECTING STRUCTURAL COMPONENTS. SUCH MODIFICATIONS WILL BE PAID FOR BY THE CONTRACTOR. DRILLED IN CONCRETE ANCHORS "DICA": DRILLED IN CONCRETE ANCHORS MAY NOT BE SUBSTITUTED FOR CAST -IN -PLACE ANCHORS WITHOUT PRIOR APPROVAL BY THE ENGINEER. DICA SUBMITTALS SHALL BE ACCOMPANIED BY AN ICC-ES REPORT IN CONFORMANCE WITH THE 2015 IBC. IN CERTAIN APPLICATIONS, THE ENGINEER MAY REQUIRE THAT THE PROPOSED DICA BE RATED FOR USE IN "CRACKED CONCRETE". IN CERTAIN APPLICATIONS WHERE THE ENGINEER HAS DETERMINED THAT THE DICA RESIST SEISMIC LOADS, THE ICC-ES REPORT SHALL INDICATE THAT THE PROPOSED DICA'S ARE SUITABLE FOR RESISTANCE OF SEISMIC LOADS. AUTOMATIC END WELDED HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS: ALL HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS THAT ARE ATTACHED TO STRUCTURAL COMPONENTS SHALL BE AUTOMATIC END WELDED TYPE UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. EQUIPMENT USED INWELDING SHEAR STUDS AND DEFORMED BAR ANCHORS SHALL BE COMPLIANT WITH MANUFACTURER'S RECOMMENDATIONS. HEADED SHEAR STUDS SHALL COMPLY WITH ASTM A108 AND SHALL BE 3/4 " DIAMETER UNLESS OTHERWISE NOTED. DEFORMED BAR ANCHORS, DBA, SHALL CONFORM TO ASTM A496. CODE / SIANDARD ABBREV ATIONS ACI RISC AISI A1TC APA ASCE ASTM AWS BBC CSI IBC WABO WWPA AMERICAN AMERICAN AMERICAN AMERICAN AMERICAN AMERICAN AMERICAN AMERICAN CONCRETE INSTITUTE INSTITUTE OF STEEL CONSTRUCTION IRON 8( STEEL INSTITUTE INSTITUTE OF TIMBER CONSTRUCTION PLYWOOD ASSOCIATION SOCIETY OF CIVIL ENGINEERS SOCIETY OF TESTING 8( MATERIALS WELDING SOCIETY BELLEVUE BUILDING CODE CONSTRUCTION SPECIFICATIONS INSTITUTE INTERNATIONAL BUILDING CODE WASHINGTON ASSOCIATION OF BUILDING OFFICIALS WESTERN WOOD PRODUCTS ASSOCIATION SHEET LIST SO.0 STRUCTURAL GENERAL NOTES SO.1 STRUCTURAL GENERAL NOTES SI.O FOUNDATION PLAN S3.0 CONCRETE DETAILS S5.0 STEEL DETAILS RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Tenant: LEO STELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH CITY, WA 98— A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98168 J:il5•0000.QO TenpLavE (COPY Or&Y)\&CAO\SUPPaaa\Buxae55 Loaa.AO All reproduction & intellectual property rights reserved c 2017 en Q 1 n p e r Professional seal No. Issue Description Date PERMTT ISSUE 08.16.t8 Ci 1'CL- f 1 I ''JL) ttC.'5 on CODE COMPLIANCE APPROVED AUG 28 2818 City of Tukwila BUILDING DIVISION Drawn by: JC Projec Manager: BT Project No: 180044.10 Structural General Notes Original drawing is 24" x 36". Scala entities accordingly if reduced so.1 / UiE | ��—r-T_ _ � _ _ Ui _ | | = ph�OxU.E r -` | | � _J (-J.U') p7.75 r-- rb.OxU. --� r -` | | | � | | L | | { H.7') HJ') ��[�v �* �`x�� -D �= ,pe| ons Teswox (SEE NOTE4) _ _ � L - - rb.ONiE r | | _J F3.0'> r-- | J - -� | � | | | | !r_.- VA | _J 3y-01. pb.OxU.E | } _ rb.OxU.E r | � _J SHEET NOTES: / rh�OxU�E r -� | | (-4.O') | | L_ �--�--1 | | | | L_ r6.UxU.r, r | | _J i REFERENCE T/rouwoAT/owSURFACE (PER o*/sPLANS) AT 0.8'. sxes|wrSos (5^wY12x|2 w2.9xw2.9 wwr@ SLAB n|o-oEpr*) 2. PARTIAL sxSURFACE AND SUB -SURFACE oTnuoTumAL COMPONENTS SHOWN FOR COORDINATION AND CLARITY. vsmrY ALL DIMS AND GEOMETRIC INFO WITH AOR. cowTxcT EOR WITH DISCREPANCIES. SEE ocwNOTES, aO.O / rO.OxU.E r | LIFT2MOUNT BASE wp (SEE NOTE3) F--�--1 | | + | L_ _-J pb.OxU.',� r \ � _J Type| aos Txswc* (SEE NOTE4) (-5.O') b 3. uaLOCATION FOR urT| xwoupT2. FOUNDATION ReuaTeo 4. TnewoxTYps| (2' w|nT*) xwo7,ps2 (|' WIDTH) |oswT/neo ON pL«w vsmrY omo WITH 4OR. SEE n AND p/aJ.O FOR |wp/LL |wpo 5. sopponT puso WPusas T/*s4ocs@MID-DEPTH PIT SLAB, SEE u AND c/oJ.OFOR 400|T |wFo. LocAT|nwa. AND oeumsrev ~ m � ph�OxU.E r � | | p7.25 uFT|mOUNT BASEwp | / / � | | '| | -- ' ' ��� O7') | / � TYPE2SOGTRENCH (SEE NOTE4) - - - J . . . _J �5.O') | � (-5.O') -5.O'> h. SEE a3.OFOR comoosTmLS/wnTsu. SEE o5.OFOR STEEL RECEIVED CITY OF TUKWILA AUG 167D18 PERMITCENTER � Tenant: |E[lgTE||4 INTERGATE EAST 125W1EAST MARGINAL WAY SOUTH CITY, 0&88- ATenant Improvement for: SABEY 1%01TUKW|LAINTERNATIONAL BOULEVARD 4THFLUOR 8EATTLE'YA 98168 JA15-000­00 TMV- (a- U.- All reproduction intellectual property rights reserved a 2017 � vng/nwerit, Professional seal 'L- No. Issue Description Date PERMITISSUE 08Jh. 178 Stomp, Locav" CODEC�0PLKUNCEAPPROVED City of Tukwila BUILDING DIVISION Drown by; JC Project Manager: BT Project No: 180044.10 Main Level Plan Original drawing is 24" x 36". Scale entities accordingly if reduced 0" � 0 CHAMFER OPTION, SEE ARCH FOR INFO/INTEGRATION WITH EQUIPMENT WALKWAY ADD (2) VERT. BARS @ LD SPLICE LENGTH WALL INTERSECTION re i • i o �.}� ('\ �� TOP BARS T TOP BARS T • • •ADD • (2) VERT. �- BARS @WALL / , HAIRPIN BAR TO END TYP. MATCH HORIZ. LD REINF. SPLICE LENGTH ' z Lt.,ADD t� • p � IL- ��� SECTION TYP. �' 111 R EMBED BAR W/STD. HOOK TO MATCH Rt11 (ALT HOOKS) • ° ® • • Rv EMBED BAR W/STD. HOOK TO MATCH R„ .� EMBEDDED NOSE BAR WITH APPROX 4" SPACING BTWN BARS CONTINUOUS NEOPRENE PAD, APPROXY" THICK, SEALED WITH FLEXIBLE W.PROOFING MEMBRANE PLAN - VERTICAL PLAN - BATTERED VERT. •1 BAR @ ELBOW BARS TO WALL CORNER TYP. MATCH HORIZ. REINF. (ALT. HOOK DIR.) ADD VERT. @ WALL CORNER TYP. BAR (2) #4 PINS =J STRADDLE PILE HEAD (PINS PARALLEL TO AXIS WITH BATTERED PILES) I-1 ®•4 ® NOTE: 1. 0'-8" FLARED EDGE, CONTINUOUS, TO RECEIVE WALKWAY HARDWARE EMBED HARDWARE (TYP) '! • 1 TYPICAL SECTION ---- - - - -- SINGLE CURTAIN DOUBLE CURTAIN TYPICAL PILE HEAD REINF SCALE: R TYPICAL STEM TO SOG SCALE: M TYPICAL STEM SECTION SCALE: H TYPICAL STEM DETAILING SCALE: D ADHESIVE EMBED LENGTH LD NOTE: I. COMPRESSION PIPE PILE (TYP), Q/53.0 (TYP), (SEE NOTE 3) M/S3.0 (TYP) (4"0, SCHED 40, GALV., 6T AXIAL ALLOW., IT LATERAL 1 ALLOW ON BATTERED), (SEE GEO SPLICE LENGTH 8" STEM WI#5@I2 EW, -I � MID -DEPTH, D/S3.0 ROUGHENED UNO (SEE FOR ADDIT INFO) POUR JOINT, TYP R/S3.0 G? RECOMMENDATIONS FOR ADDIT ° ® . SEE PLAN (TYP, PILE HEAD) V INFO), (SEE S0.0) III-III=III__ • t-�.• i 1 (TYP} L/S3.0 (TYP) 2. RESTORED SOG MATCH EX III=II1=1I I= t ._• • �% _ i • c.f.. • II' -I f I• .r III=1I I=) I I=11I 1�• y ! • WP (TYP) I WP (TYP) WP (TYP) o .. _ / SOG DEPTH, MIN WI#4@I2' OC ✓,�''" (MIN), UNO - - t� • • �i • • ! • • 111E • 1 • .• ,. , r ,�.�.... .. �..... dr .r t r :.. � . r .><.� I I I-! I I-III-i I I -I I :• .. ; • . •, . 3. CLOSURE DETAILS FOR " � 1 • P"y RyLti� •� �Y� • �4.;.--.• r� � • r� • •�� � � y.� �,�� tim•�� I I —I I —I I —I IIII— T. - ..• PERIMETER SLAB POUR -BACK, �i•.w :... w•;•..•......r•._ •..�... EX SOG } :.•:.•..... `• •1i•' RESTORED SOG I -I (-III-I I III -III f r, - - \ I-III-IIII I III-! I I I I -I (-III-� = i I -(i -___ -1 f I III I I I-III=III=1 I I -I I f=1 11=11 I -I I (1 II 1 I I I=I- (I =) I I -III= =III=1 � I I-III=-=III=III= I - - - _ _ _ } I I" -III I 11(�I I 11 I I=1 11=1 I I I=III=i I I r�+—� —ac I TYP PIPE PILE CAP (TYP), WP@HEAD DEPTH, (SEE AIS3.0 FOR LAYOUT GEOMETRY), (SEE NOTE I) PIPE PILE (TYP), BATTERED 1:5 @ CORNERS, 45° PLAN, TYP (SEE A/S3.0 FOR LAYOUT GEOMETRY) (SEE NOTE I) #4@12" W19"EMBED AND ROUGHENED JOINT OC SPACING (MIN) 1$" LENGTH, UNO w TYPICAL EX SOG RESTORATION DOWEL SCALE: Q TYPICAL STEM BASE SCALE: L SECTION - EQUIP PIT SCALE: C I'-3" (MAX) (VERIFY W/ARCH) Y4" THICK SEGMENTED DECK PLATE W/CAST 6" CAST TRENCH WI#4@I2" OC EDGE NOTCH (SEE ARCH FOR INFO) EW, MID -DEPTH, UNO I'-0" (MAX) • �mmmm PILE �� mm I I MAT I e (VERIFY W/ARCH) 41. f 1 - (4) PILES, BATTERED (TYP, } _ il1� , mm �f SIM@CORNERS) Q " m f III—III-1 I I —III. —I ( T .Qr «Y. T 'T • Lf _ , I I —I) I —I I 1—I 14—III 4 ` f II=III-I 11=II-y'• • • • • • • • • • • • yr •• -I I 1=1 1=1 I I=1 I I --- • — — ---------- --- !-I - (—III—III—III • • • :cirri, y,• • • I • • 1III— r r ••: � L-••__ . (VERIFY —III-1 I I 1=1 I I -I LI-I I I I I I �, vv i• • hi III I II I _ } I il I -TF-I 11=1 I -III -III -III -III .•.y•••� _ _ _ l fIII-IIIIll-III! * r !�!: ' III -III -III -III -III TI=III=111 1I 1=III=1►;•-'=5: III -I I=111=III-_-�1 -I 11=1 11=�1 I-1 I I ` : * 1II _ III-i I -III 111=I 1 it I� I -III -I I =_ EXCAVATION AT -I I 1=1 I ! I I-1 I I -III -III APPROX 1:3 OPENCUT 111-I 11-I 11i I I -I I I -I I I -I• _ =1 ! I=1 f I=1 I1=I - -"_ III-1 I I -I I -III -I I I -I -III- _I I I I=1 11=1 11=I I I I_I I I-1 11=1 M/ S3. 0 I i !! \ j / !• MAT OUTLINE (12" DEPTH, 0'-9" (MAX) i-1 _=1 IIII-Ill-IIIIII (VERIFY W/GEO). I 'III —I (I —III —III COMPACTION L/S3. O (TYP) • I I I \ ( / \\ !! I ( ; #6@12" oc EWER) _ _ _ _ ENSURE -III II -III -III -III -III -I II -II I -II I-III=III=11 PRIOR TO CONC I -III -III -III 11=1 11=1 11=1 111 11=1 I I- I I !=III=III1II-I I (I i I -III -I - PLACEMENT (II-III-Ill-III=III-III-Ill- III=III-11=III �IIIhIII- NOTE: (`VERIFY W/ARCI-) NOTE: I. APPRX 0'-9" DEPTH PRIOR TO BACKFILL. 2. SEE Q153.0 FOR OF EXCAVATION. ENSURE COMPACTION APPROX 1:3 OPENCUT (VERIFY W/GEO) DOWEL INFO TO EX SOG \ I / \\ // \I! • INTERIOR FACE OF PERMIETER STEM (TYP) �_-_-_ - - +-_-_-_-_-_-_ - - - -'- _ _ PILE FUTURE EQUIP LOCATION (APPROX. 6'-6" X 11'-2"), I. SEE Q/53.0 FOR DOWEL INFO TO EX SOG i I !/\\ !/ I \\ / \ ! I \ //! j \\\ / \ / j \ I I 3 ( OPENING SIZE ) N (SEE NOTE I) (4) PILES, VERTICAL (TYP) WP, PILE HEAD (TYP) UTILITY TRENCH - TYPEI SCALE: P UTILITY TRENCH - TYPE2 SCALE: K 3/8" SAWCUT OR REMOVABLE STRIP FILL W/JOINT FILLER BAR DEVELOPMENT LENGTH SCHEDULE [F'o 4 KSI / Fy 60 KSI] �I T/3 C�S3.O (TYP) I I I I I E ;I CONSTRUCTION JOINT (CJ) BAR SIZE Lo Lo7 #3 1'-3" 1'-7" Y2 " PRE -MOLDED JOINT FILLER #4 1'-7" 2'-I" ------- ,�- ' --------- � --•---- ' ao — NOTE: #5 2'-0" 2'-7" #6 2'-5" 3'-I" l I m f I m• 1. FUTURE EQUIP LOAD LIMIT = 27.5K #7 3'-6" 4' 6" (, .. I I I \ mm (TREATED AS UNFACTORED SLL) 2. (4) BATTERED PILES AT CORNERS, (4) #8 4'-0" 5'-2° « EXPANSION JOINT (EJ) #9 4'-6" 5'-10" �•� �, I 2'-0" (TYP) mom • '` mm VERTICAL PILES AT FACES, (SEE PLAN FOR ADDIT INFO) #10 5`-I" 6'-7" RE-w #If 5'-7" 7'-3° / 13'-4" ( LI OPENING SIZE ) / 'r 3. SEE C/53.0 FOR ADDIT INFO RN-s #I4 6'-9" 8'-9" - CLR DISTANCE I #18 9'-0" 11'-8° / '� 14'-8° (MAT DIMS ) RECEIVED OF TUKWILA CD\:.,. � L [. \ T � / AU6 16 2018 DI\ITY PERMIT CENTER .t • • \ 1 TYPICAL REINFORCING TYPICAL SOG DETAILS SCALE: N TYPICAL DEVELOPMENT LENGTHS SCALE: J PLAN - EQUIP PIT SCALE: A Tenant: LEO STELLA INTERGATE EAST 12501 EAST MARGINAL WAY SOUTH CITY, WA 98— A Tenant Improvement for: SABEY 12201 TUKWILA INTERNATIONAL BOULEVARD 4TH FLOOR SEATTLE, WA 98166 J:\15-000Q-00 Template (COPY ONLY)\E—CAD\Support\Burgess Logojpg All reproduction & intellectual property rights reserved c 2017 e• n GiI n e e r Professional seal No. Issue Description Date PERMTT ISSUE 08.16. t8 c y a r,},r<cjnic;;Sr24np'L.)cotion L'v',L',tL-J 1-iJK CODE COMPLIANCE APPROVED AUG 28 2018 City of Tukwila BUILDING DIVISION Drawn by: ,JC Project Manager: BT Project No: 180044.10 Concrete Details Original drawing is 29" x 36". Scale entities accordingly it reduced S3.0 2^ 2^ || ||| Y8"Oxo5mc4oAE(MIN '°~ ~-~'~''~ -- NOTCL ovsnnoxTew (TYp ' | ( | | / ��0 (rYp ' in, (L - - ---- 1]| �- ��f����-|—��__�__+_-_ +-- | | | | » ' E�� _ ___ | | | 'Y4"MOUNT FL C/85'0 �� ' -^ ---4�-- ^r � G/S�^0 � - - || _ 9S"OA,3n7/se.A (DO NOT ovenr/a*Tsw (r�p ` ' xaoSEALED CAP PLATE W/psmweTsRMIN WELD, TYp ``~--^anso'o(T,p ' w� ------| ------ v�v | | | �� x 67 SCALE: R TYPICAL PIT WALL -BEAM MOUNT PLATE SCALE: M TYPICAL COLUMN -BEAM `PL4N/ (PLAN) SCALE: H TYPICAL PIT WALL -BEAM �PLAN/ (PLAN) SCALE: D 2^ 2" l ! l | cnusm *so. AS nso'upcn DESIGN (r,p) nO / ��mQooA.oAs0�w 3 '2^smaso>. V'-0"un xp«o/ms. urAsssnso. 2^ oAos>.(r,p) ~' ~/��'~ � | H/S5'0 �1,/Ni . xso asAm. a/worcxouns ONLY FOR TAB -- � Mom I ,A | | ' L —^-- xua asAm' n/woTco }/16^0 (TYP)--~- }�mwTAB (2^—^� / ~�~ -� - -- nucs ONLY -^� FOR TAB �oowr4o (2^ 4^)' » 4^). (r,p) \ � x � p (TYp) SCALE: Q TYPICAL PERIMETER CHANNEL SUPPORT SCALE: L TYPICAL COLUMN -BEAM (ELEVATION) SCALE: G TYPICAL PIT WALL -BEAM (ELEVATION) SCALE: C � �ux BASE It Y/16^0 (rnP) Appnox 3'-5^ I npsw/wn MAT OUTLINEp' / INTERIOR FACE uppemm|srsnSTEM. XiBASE �(2^xb^) � EDGE OF WALnowsDECK SURFACE SEE SS5.0 � \ / \/ } � | | �/ | '�� | U U (r,p ELEVATED PLATFORM PANEL .w/wr. 'YP cli d � uM � �s xmcx / s/o5.0 c/o5O' \ (r,p �/o5.0 } (rvp ' \ , ( MAT SIZE ) ( OPENING SIZE ) EQ \ / \ / \/ /\ \ | | | | l U eLevAreo PLxTronm PANEL,T,p s�sv�Tsop��r�nRneooe ' r,p U A/a3.0) A FuTuns suup LOCATION, (SEEow I �=� ~� C� �� *' ' - ' ~ NJ/S�'~ O � < � � } | ' ' | w/ab U (T�p / / ' U(L 51�EN|ws (PLAN) TYPICAL COLUMN -PIT FLOOR /PL��\ SCALE: p ^\\ // ' | / | \ / D\/ U �� J/85.0 /TYp1 ` / � ,Loo� D/S3,2 ' � \/ /\ / \ _-- | / ' | / � | ' ' /\ / \ / \ . \ |/S� O ^~ ~'~ U /TYpl s�svxTso p�xT�nnm ouppn�T co� U ` � ' . *au2x2x|/4.TYp �TY.,/ o\ 1 SEE J/S5.0 � j7; /, `\ /\ | ���� | | | /' `\ ELEVATED PLATFORM SUPPORT BEAM, osa2x4x|/4 TYp U CITY O~ ----'— 16 2018 �^ ^e ' | � | | ' | | | ' � xsu co� Y8"O m83 o/cA. uxe V1|w 3 "'emaso. (r,M ELEVATED PLATFORM soos CHANNEL, AUG ` U / ' � '� � obx|O�5. EomswTemArBEAM ������ HARDWARE |wTsnuecr/owPERMITVvoTs ���° i/a5.0 xpPxox 2'-4� ^s�� Appeox 4'-41 ~ � uce i/o5.0 � SHORT SIDE CLEAR Ane«m\TYp � / ' ' ' ' ' ' ' ' ' / / / / / / ////'/',/// APPRox / /' � hvp ~�-- �ss �) �'p ' --'- �� - ' ( ��|� aos ) wnrs� |. ses A/uD.O FOR ADDITIONAL PIT /wpo AND DIMS 2. PLATFORM PANEL INDICATED FOR �� ANDALIGNMENT./// Amidnse ' 80 ��~_ MAT mze > suLvAw/u PROTECTION LAYER |nREQUIRED BETWEEN PANEL' AND SUPPORTS. SEE ARCH FOR xoo|T DIMENSIONAL INFO 5. DIMENSION mAPPROXIMATE FOR LAYOUT cooxo. vsmF, WITH ARCH LAYOUT. TYPICAL COLUMN -PIT FLOOR (ELEVATION) SCALE: N TYPICAL PIT WALKWAY GEOMETRY (SECTION) SCALE: J PLAN - EQUIP PIT - ELEVATED WALKWAY GEOMETRY SCALE: A Tenant: |EOSTEUA INTERGATE EAST 12501EAST MARGINAL WAY SOUTH CITY, WAS0— ATenant Improvement for: SABEY 1Z01TUKW|U\INTERNATIONAL BOULEVARD 4TMFLOOR GEATTLE.WA981S0 =-0000~�pl.u,(COPY ONLY)p=\S.pp~\B.P,~�.�jpg All reproduction & intellectual property ricjht5 reserved c 2017 029� PR 8 h J) v n Q/n v vvw Professional seal No. Issue Description Date PERMTT ISSUE 8G.|6. 1`8 City Electronic Stomp Location ________ __ APPROVED AUG 2O2O13 City of Tukwila BUILDING DIVISION Drawn by: JC Project Manager: BT Project No: 180044.10 Steel Details Original drawing is 24" x 36". Scale entities accordingly if reduced /