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Permit D15-0311 - LUNA - TENANT IMPROVEMENT
LIUNA 12201 TUKWILA INT'L BLVD, 140 D15-0311 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 0923049120 Permit Number: D15-0311 Address: 12201 TUKWILA INTERNATIONAL Issue Date: 1/12/2016 BLVD 140 Permit Expires On: 7/10/2016 Project Name: LIUNA Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BL , SEATTLE, WA, 98168 Contact Person: Name: BRANDON HARRIS Address: 12201 TUKWILA INTERNATIONAL BLVD 4TH FLO , TUKWILA, WA, 98168 Contractor: Name: SABEY CONSTRUCTION INC Address: 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 License No: SABEYC1033KM Lender: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4TH FL, SEATTLE, WA, 98168 DESCRIPTION OF WORK: Phone: (206) 277-5266 Phone: (206) 281-4200 Expiration Date: 1/12/2017 INTERIOR TI OF EXISTING SUITE 140 ON FLOOR 1 IN BLDG B, INERGRATE WEST CAMPUS. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. MECHANICAL ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED Project Valuation: $122,824.00 Fees Collected: $2,906.58 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: 116 Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 20 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 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 I - _u Permit Center Authorized Signature: Date: y V I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: I/�tl/cam_ Print Name: j.,µ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 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) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 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 1011.6.3) 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 1006.3.1) 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. 21: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 22: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 26: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***BUILDING PERMIT CONDITIONS*** 30: 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. 31: 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. 32: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 71 Chapter 13. 33: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 36: 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. 37: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 0450 F&S RESISTANT PEN 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKR _—A Community Development Department Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi laW A. goy Building Permit No. Project No. y� Date Application Accepted: 'v Date Application Expires: (For office a e only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Please .Print* SITE LOCATION King Co Assessor's Tax No.: 0923049120 Site Address: 12201 Tukwila Intl Blvd. Suite Number: 140 Floor: 1 Tenant Name: LIUNA New Tenant: ❑ .....Yes m ..No PROPERTY OWNER Name: International Gateway West LLC Address: 12201 Tukwila Intl Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Brandon Harris Address: 12201 Tukwila Int'l Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 277-5266 Fax: (206) 282-9951 Email: brandonh@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Int'l Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Contr Reg No.: SABEYCI033KM Exp Date: 12/31/2015 Tukwila Business License No.: BUS-0102122 ARCHITECT OF RECORD Company Name: Sabey Architecure Architect Name: Kara Anderson Address: 12201 Tukwila Int'l Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: karaa@sabey.com ENGINEER OF .RECORD Company Name: n/a Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Sabey Corporation Address: 12201 Tukwila Int'1 Blvd. City: Tukwila State: WA Zip: 98168 HAApplicationsTorms-Applications On Linc\2011 Applications\Pemit Application Revised - 8-9-1 l.docx Revised: August 2011 Page I of 4 bh BUILDING PERMIT INFORMATIO] 06-431-3670 Valuation of Project (contractor's bid price): $ /2 2, . 2 !f Existing Building Valuation: Describe the scope of work (please provide detailed information): INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 140 ON FLOOR I IN BUILDING B, INTERGATE.WEST CAMPUS. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. MECHANICAL, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. Will there be new rack storage? ❑..... Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 18,517 7,218 II B 2 nd Floor 18,047 II B 3 nd Floor 17,577 II B Floors 4 thru 4 17,127 II B Basement 28,168 I S-2 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? El ....... Yes JZ]....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © ....... Sprinklers Z ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes 91 .......No If "yes, attach list of materials and storage locations on a separate 8-112" x I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fortes-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFO' ATION — 206-433-0179 Scope of Work (please provide detailed information): n/a Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ .. Highline El.. Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton El.. Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided 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 ADDlication (mark boxes which aD ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control El.. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑... Deduct Water Meter Size " ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑... Water Main Extension .............Public ❑ Private ❑ 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: City State Zip Water Meter Refund/Billina: Name: Day Telephone: Mailing Address: City State Zip H:Wpplicetions\Forms-Applications On Linc\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases; a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Date: 12/07/2015 Print Name: Brandon Harris Day Telephone: (206) 277-5266 Mailing Address: 12201 Tukwila Intl Blvd, 4th Floor Tukwila WA 98168 City State Zip H:IApplications\Forms-Applications On Line12011 ApplicationsTermit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,796.96 D15-0311 Address: 12201 TUKWILA INTERNATIONAL BLVD 140 Apn: 0923049120 $1,796.96 DEVELOPMENT $1,711.60 PERMIT FEE R000.322.100.00.00 0.00 $1,707.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $85.36 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7295 R000.322.900.04.00 0.00 $85.36 $1,796.96 Date Paid: Tuesday, January 12, 2016 Paid By: JOSH JOHNSON Pay Method: CREDIT CARD 693395 Printed: Tuesday, January 12, 2016 1:49 PM 1 of 1 (P SY57EM5 Date Paid: Tuesday, December 22, 2015 Paid By: SABEY CONSTRUCTION Pay Method: CREDIT CARD 635524 Printed: Tuesday, December 22, 2015 11:14 AM 1 of 1 � 7 ., srsrtMs re INSPECTION RECORD Retain a copy with permit INMCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type f Ins ectio Ads: J � � � �✓ Date Calle SpecialInstructions: Date Wanted: a.m. " U — P.m. Requ r: �<�-- Phone No: Ilnspettor: �i (Dates % �¢ REINSPECTION PEE REQUIRED. Prior to next inspection, fee must he paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD -p T`01 f Retain a copy with permit MPrCTION 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 Prpjerct: Type of Inspect nj:, Ti Address: Z� e(-.06i Date Called: Special Instructions: Date Wante Gd a.m. 1,6 Requester: Phone No: Inspector: Date:L.5-,l0_ 1,6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 210 INSPECTION RECORD Retain a copy with permit NSPECTION 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: Type6fJ pection: e I/l ( Address: t,! � � � Date Cal I Special Instru tia s: AA Date Want a.m. — b'(--C p.m. equester, `. rP } cat( 7,jj�� GJ !�� hone : % 2--Z5G - Approved per applicable codes. Corrections required prior to approval. i COMMENTS: ` Inspector: Date:/--- 1161 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. k INSPECTION RECORD Retain a copy with permit P/� - Q r� SPECTION 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: z f wkm Type,of section: ` I Address: 220I 1Jd Date Called. u xr�f<< Special Instructions: W Date nted: j a.m. `a " l � p.m. I Reque ter: Phone No-,'. . Approved per applicable codes. 1-1 Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD ����.3/� 623,') Retain a copy with permit I CTION 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 To: I U� Type Inspection: vw we c Address: n (Z-�' - ( r3 (� Date Called: ! 5 Special Instructions: 6"1 44 {erf �� ����*�/ �l2J Irs e- � CIA-as Date Wanted: / a.m. _ Lp.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. IInspector: 4-11, � IDate: /1_ /Z _ [,6 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 N0. PERIv11I N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: Type of Inspec io " Address: Ol 7u�/l Date C311ed:��� Special Instructions: Date Wanted: / b 7// p.m. Requester: Phone No: ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: AL I --� Inspettor: Dater 4 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 perm5it INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ti T—T PAS -Type of Inspection: ,�� --- 7,/w,� Address: Contact Person: Suite #: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsimng Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 if INSPECTION RECORD D1�- 03// Retain a copy with permit .� INSPECTION 'iV 96_ER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: j Type of Inspection: A/f�,e 2- Address: f / Ju0 Suite #: ZQ Contact Person: Special Instructions: Phone No.: rxApproved per applicable codes. Corrections required prior to approval. COMMENTS: r/ d 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: f Pre -Fire: Permits: Occupancy Type: inspector: Date: Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD /6 - Retain a copy with permit nib d _3/t INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: w Type of Inspection: r Address: __ Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: z. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 3,// I(I Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD o . (i Retain a copy with permit / 6 ` - 0.) o INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �-)uNA Type of Inspection: S C --e Address: �a -r �� Contact Person: Suite #: Special Instructions: Phone No.: �-Approved per applicable codes. COMMENTS: Corrections required prior to approval. ca Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector::ih �, �- Date: �//� %�� Hrs.: f,. V $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0311 DATE: 12/24/15 PROJECT NAME: LIUNA SITE ADDRESS: 12201 TUKWILA INTT BLVD X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: k � i�u( Building Division Public Wor s rim PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued Fire Prevention Structural ❑ CpL /VIA Planning Division Permit Coordinator ❑ DATE: 12/24/15 Structural Review Required ❑ DATE: DUE DATE: 01/21/16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 SABEY CONSTRUCTION INC Page 1 of 2 Home Inicio e:n Espanol Contact Safety Washington State Department of Labor & Industries 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 Search L&I� i A-% Index Help b'ly Secure 14-1 Claims & Insurance Workplace Rights Trades & Licensing 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA98168-5121 206-281-4200 KING County WA UBI No. Business type 601 532 164 Corporation Governing persons DAVID A SABEY JOHN D SABEY; PATRICIA SEWELL; SABEY CORPORATION; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor. Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. SABEYC1033KM Effective — expiration 05/14/1997— 01/1212017 Bond .............._ HARTFORD FIRE INSURANCE CO $12,000.00 Bond account no. 52BSBC03983 Received by L&I Effective date 12/20/2004 12/31/2004 Expiration date Until Canceled Insurance ............................ National Fire Ins of Hartford $1,000,000.00 Policy no. 2094061165 Received by L&I Effective date 10/30/2015 11/01/2012 Expiration date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCIO33KM&SAW= 1/12/2016 F E D C B 0 2 3 4 5 6 7 8 9 10 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET. ARCHITECT I DESIGNER: PLUMBING ENGINEER: A-001 COVER SHEET AND PROJECT INFORMATION XX XX XX AC ACC ' ASPHALTIC CONCRETE ACCESSIBLE ID INCL ` INSIDE DIAMETER INCLUDE, INCLUDING SABEY ARCHITECTURE TBD - Bidder Design Build by G.C. A-002 NOTES AND SPECIFICATIONS A.XXX A,XXX A.XXX ACP ACOUSTICAL CEILING PANEL INFO INFORMATION 12201 TUKWILA INT'L BLVD, FOURTH FLOOR SEATTLE, WA 98168 A-003 SITE PLAN ACST ACOUSTICAL INSUL INSULATE, INSULATION TEL: (206) 281-8700 BUILDING SECTION INDICATOR WALL SECTION INDICATOR AD ADDM AREA DRAIN ADDENDUM INT IWD INTERIOR INDIRECT WASTE DRAIN FAX: (206) 282-9951 MECHANICAL ENGINEER: A-005 LIFE SAFETY PLAN ADJ AFF ADJUSTABLE ABOVE FINISHED FLOOR JAN JANITOR ATTN: BRANDON HARRIS TBD- Bidder Design Build by G.C. EMAIL: brandonh@sabey.com A-010 FIRST FLOOR DEMOLITION PLAN A-101 FIRST FLOOR CONSTRUCTION PLAN xx AHU AIR HANDLING UNIT JT JOINT _ ALT ALTERNATE BUILDING OWNER: A-102 FIRST FLOOR REFLECTED CEILING PLAN / ( t A-XXX ALUM ANOD ALUMINUM ANODIZED KIT KITCHEN ELECTRICAL ENGINEER. INTERNATIONAL GATEWAY WEST LLC TBD -Bidder Design Budd by G.C. A-601 DOOR SCHEDULE AND DETAILS APPROX APPROXIMATE L LONG 12201 TUKWILA INT'L BLVD, FOURTH FLOOR APT APARTMENT LAM LAMINATE, LAMINATED SEATTLE, WA 98168 A-801 PARTITION TYPES AND INTERIOR DETAILS ENLARGED DETAIL INDICATOR �� — — i/ SECTION DETAIL INDICATOR ARCH ARCHITECT, ARCHITECTURAL LAU LAUNDRY TEL. (206) 281-8700 A-802 INTERIOR DETAILS AUTO ' AUTOMATIC LAV LAVATORY CONTACT: BRANDON HARRIS FIRE !LIFE SAFETY ENGINEER: XX XX XX AV AWP AUDIO VISUAL ACOUSTICAL WALL PANEL(S) LT LTG LIGHT LIGHTING GENERAL CONTRACTOR: TBD - Bidder Design Build by G.C. _ A-XXX A XXX <XX A-XXX XX BB BULLETIN BOARD MAS MASONRY SABEY CONSTRUCTION 12201 TUKWILA INT'L BLVD, FOURTH FLOOR BD BOARD MATL MATERIAL SEATTLE, WA 98168 XX BLDG BLKG BUILDING BLOCKING MAX MECH MAXIMUM MECHANICAL TEL: (206) 281-8100 PLUMBING, MECHANICAL, ELECTRICAL, FIRE EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR BO BOTTOM OF MED MEDIUM FAX: (206) 282-0920 / EMERGENCY SYSTEM PERMITS UNDER CONTACT: JOSH JOHNSON SEPERATE SUBMITTALS. BOT BRG BOTTOM BEARING MEMB MEZZ MEMBRANE MEZZANINE LINE BRZ BSMT BRONZE BASEMENT MGT MFL MANAGEMENT MAXIMUM FORESEEABLE LOSS _MATCH _ SEE XXIA-XXX X BUR BUILT UP ROOFING MFR MANUFACTURE, MANUFACTURE MH MANHOLE MATCH LINE INDICATOR DRAWING REVISION INDICATOR CAB CB CEM CABINET CATCH BASIN CEMENT, CEMENTITIOUS MIN . MISC Mo MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING CER CG CERAMIC CORNER GUARD MS MTD MOP SINK MOUNTED BUILDING ADDRESS VICINITY MAP CH COAT HOOK MTL ' METAL Cl CJ CAST IRON. CONTROL JOINT MVBL MOVABLE i d I; SFAITLE' CIP: CL CAST -IN -PLACE . ENTERLINE N NIC NORTH NOT IN CONTRACT INTERGATE.WEST, BUILDING B Majchanical EXISTING COLUMN GRIDLINE INDICATOR I NEW COLUMN GRIDLINE INDICATOR CLG CEILING NO NOM NUMBER NOMINAL 12201 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98168 Electrical ELLIOTT BAY CLO CLR CLOSET CLEAR NTS NOT TO SCALE Plumbing EL XXXXX EL. XXX' XX" CMU CONCRETE MASONRY UNIT OC ON CENTER Gas Pi In ping CO COL CLEAN OUT, CASED OPENING COLUMN OH OD OVERHEAD OUTSIDE DIAMETER City Y Of Tukwila 99 COMM COMMUNICATION OPNG OPENING CONC CONCRETE . E 011,DING DIV18IOI�i CONN CONNECTION, CONNECT OPP OPPOSITE ' DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR CONSTR CONT CONSTRUCTION CONTINUOUS, CONTINUE ORD OTS OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE Boeing �o Field E XXXXX EQUIPMENT INDICATOR CORR ROOM NAME X XXXXX FIXTURE INDICATOR CPT CSWK CTR CORPETRIDOR CASEWORK CENTER PBD PRCST PARTICLEBOARD PRECAST SCOPE OF WORK XXXX F XXXXX FURNITURE INDICATOR CU CUBIC PD PLANTER DRAIN py PERP PERPENDICULAR G XXXXX GRAPHIC/SIGNAGE INDICATOR D DEEP, DEPTH PLAM PLASTIC LAMINATE DBL DOUBLE PLAS PLASTER INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 140 ON FLOOR 1 IN BUILDING B, INTERGATE.WEST ROOM INDICATOR MISCELLANEOUS INDICATORS DEMO DEMOLISH, DEMOLITION PLYWD PLYWOOD CAMPUS. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. MECHANICAL, 99 DET DETAIL PNL PL PANEL PROPERTY LINE ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. CD F XXXXXX DF DIA DRINKING FOUNTAIN DIAMETER. PR PAIR Access Road DIAG DIAGONAL, DIAGRAM PRKG PARKING S. aoe+ng DIM DIMENSION PROP PROPERTY PROJECT SITE E (DOOR) OPENING INDICATOR FINISH INDICATOR DIV DIVIDE, DIVISION PT PTN PAINT, POINT, PRESSURE TREATED PARTITION ... .� REVISIONS r DMPF DN DAMPPROOF, DAMPPROOFING DOWN I No Changes 0311 h�, ri.'ld . to th? SCOPP, XX XX'-XX" AFF DR DOOR, DRESSING ROOM R RCP RADIUS RISER REFLECTED CEILING PLAN of work with^tai prior cipprovel of p 5 GWQ DS DW DOWNSPOUT DISHWASHER RD ROOF DRAIN, ROAD Tukwila BuildingDivision.StCn. REF REFER TO, REFERENCE NOTE: Revisions will require a new plan submittal er WINDOW INDICATOR CEILING HEIGHT INDICATOR DWG DWR DRAWING DRAWER REF REINF REFRIGERATOR REINFORCED, REINFORCING and may include additional plan revieve fees. 599 MATERIAL (PER FINISH LEGEND) E EAST REQD REQUIRED FINISH (PER FINISH LEGEND) EIFS EXTERIOR INSULATION AND REV RFG REVISED, REVISION ROOFING 500 99 XX XX XX MAT F-XXX EJ � iNISH SYSTEM EXPANSION JOINT RM RO ROOM ROUGH OPENING xX'-xX" AFF EL ELEVATION RT RIGHT' CODE AND BUILDING INFORMATION ELEC ELECTRIC, ELECTRICAL HEIGHT ELEV ELEVATOR S SOUTH, SPANDREL WALL TYPE INDICATOR CEILING HEIGHT/MATERIAL/FINISH INDICATOR ENCL ENCLOSE, ENCLOSURE SCWD SOLID CORE WOOD EP ELECTRIC PANELEQ SCHED SCHEDULE FE EQUAL SD STORM DRAIN PROJECT NAME: LIUNA TENANT IMPROVEMENT 518 X.X MOUNTED TO WALL WITH BRACKET EQUIP ESCAL EQUIPMENT. ESCALATOR SECT SG SECTION SAFETY GLASS SITE ZONING: COMMERCIAL I LIGHT INDUSTRIAL Sea—Tac 405 EXH EXHAUST SGL SINGLE Int I Airport FEC IN WALL -MOUNTED EXI' EXIST EXPANSION, EXPOSED EXISTING SHT SHEET KING COUNTY ASSESSOR'S PARCEL NUMBERS: 0923049120 KEYNOTE CABINET SHTHG SHEATHING FIRE EXTINGUISHERS FA FIRE ALARM SIM SPEC SIMILAR SPECIFICATION APPLICABLE CODES: Ii (PROPERTY) LEGAL DESCRIPTION ION SPKLR SPRINKLER FCIO FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER SPKR SPEAKER BUILDING CODE:2012 INTERNATIONAL BUILDING CODE (WAC 51-50) (NON -RATED PARTITION) FD FLOOR DRAIN SQ SQUARE EXISTING TO REMAIN FDC FIRE DEPARTMENT SS SERVICE SINK MECHANICAL CODE: 2012 INTERNATIONAL MECHANICAL CODE (WAC51-52) PARCEL B (SHOWN SHADED) — - — - — - — (1-HOUR RATED PARTITION) CONNECTION SST STAINLESS STEEL FDTN FOUNDATION STC SOUND TRANSMISSION CLASS PLUMBING CODE: 2012 UNIFORM PLUMBING CODE (WAC 51-56) _ — (2-HOUR RATED PARTITION) FE FIRE EXTINGUISHER STD STANDARD COMMENCING AT A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, _ ' J FEC FIRE EXTINGUISHER STL STEEL ELECTRICAL CODE: 2012 INTERNATIONAL ELECTRICAL CODE WITH'NASHINGTON STATE AMENDMENTS WASHINGTON THAT IS SOUTH 89°16'35" EAST,100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; (3-HOUR RATED PARTITION) CABINET STOR STORAGE 5313 THENCE SOUTH 24 EAST 969.61 FEET TO THE TRUE POINT OF BEGINNING; EXISTING TO BE DEMOLISHED FH FIRE HYDRANT STRUCT STRUCTURAL ENERGY CODE: 2012 WASHINGTON STATE ENERGY CODE (WAC 51-11C) THENCE NORTH 65°46'07" EAST, 58.17 FEET; (SHOWN DASHED) �• - - - - -- (4-HOUR RATED PARTITION) FHC FIRE HOSE CABINET SUSP SUSPENDED THENCE NORTH 63°32'48" EAST, 62.13 FEET; FIG FIGURE T TREAD, TEMPERED FIRE CODE: 2012 INTERNATIONAL FIRE CODE (WAC 51-54A) THENCE SOUTH 22°47'01" EAST, 21.44 FEET; SMOKE BARRIER FIN FINISH, FINISHED T&G TONGUE AND GROOVE THENCE NORTH 65°30'25" EAST, 199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO.1 (SR 99) SOUTH 118TH STREET FLEX FLEXIBLE TEL TELEPHONE FUEL GAS CODE: 2012 INTERNATIONAL FUEL GAS CODE TO JCT SSH NO. 1-KAPPROVED JULY 23, 1957; SMOKE PARTITION FLR FLOOR, FLOORING TEMP TEMPERATURE, TEMPORARY THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2,805.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF NEW FLUOR FLUORESCENT TER TERRAllO ACCESSIBILITY CODES: WASHINGTON STATE ACCESSIBILITY CODE (WAC 51-50) WHICH BEARS SOUTH 65°44'51" WEST) THROUGH A CENTRAL ANGLE OF 1°16'30" A DISTANCE OF 62.42 FEET; FO FACE OF, FINISHED OPENING THK THICK, THICKNESS THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 67°01'21" EAST 10.00 FEET; TYPE OF WORK PARTITIONS FOIC FURNISHED BY OWNER/ THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2815.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF FP INSTALLED BY CONTRACTOR FIRE PROTECTION, FIREPROOF TO TSTAT TOP OF THERMOSTAT USE GROUP AND OCCUPANCY: NO CHANGE TO OCCUPANCY GROUP WHICH BEARS SOUTH 67°01'21" WEST) THROUGH A CENTRAL ANGLE OF 6°31'21", A DISTANCE OF 320.46 FEET; THENCE SOUTH 73°32'42" WEST,16.58 FEET; RCP SYMB©LS FIR FRMG FRAME, FIRE RATED FRAMING. TV TYP TELEVISION TYPICAL OCCUPANCY: B (OFFICE) S-2 (PARKING STRUCTURE) THENCE SOUTH 71°35'51"WEST, 61.96 FEET; THENCE NORTH 78°38'58" WEST, 7.83 FEET; FRT FIRE RETARDANT TREATED UIC UNDER COUNTER THENCE SOUTH 75°53'44" WEST, 106.07 FEET; FT FTG FOOT, FEET- FOOTING UGND UNFIN UNDERGROUND UNFINISHED EXISTING TYPE OF CONSTRUCTION: 11 y TYPE II - SPRINKLERED IN LIEU OF 1 HR CONSTRUCTION (OFFICE BUILDING) Permit o■ �/ 1 THENCE NORTH 05°01'10" WEST 18.41 FEET; THENCE SOUTH 82°22'27" WEST, 64.93 FEET; CEILING -MOUNTED HVAC DIFFUSERS ® (SIZE AND TYPE PER FLIT FVC FUTURE FIRE HOSE VALVE CABINET LION UNLESS OTHERWISE NOTED OVER TYPE I -SPRINKLERED (PARKING STRUCTURE) Plan review approval is SUbJOCt t0 errors THENCE SOUTH 63°55'24" WEST, 58,16 FEET; - THENCE NORTH 24°13'53" WEST, 334.22 FEET TO THE TRUE POINT OF BEGINNING. 2'X2' FLUORESCENT LIGHT FWC FABRIC WALL COVERING VEST VERTICAL NUMBER OF STORIES: and omissions. (ALSO KNOWN AS NEW LOT B, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L98.0033, RECORDED UNDER RECORDING NO.9810059013, RECORDS OF KING CEILING -MOUNTED MECHANICAL DRAWINGS) FWP FABRIC WRAPPED PANEL(S) VEST SBUSTORIES VESTIBULE ABOVE GRADE PLANE: 4 OFFICE FLOORS Approval of construction documents does not autWzo STORIES BELOW GRADE PLANE: 2 PARKING LEVELS COUNTY, WASHINGTON) 2'X4' FLUORESCENT LIGHT GA GAGE VNR VENEER RETARDER the of tin adopted coda C1' y p � I nrdinsnCe. ReCei t p CEILING -MOUNTED GALV GALVANIZED VR VAPOR VWC VINYL WALLCOVERING SEISMIC DESIGN CATEGORY: of approvod Mold Copy and conditions is acknowledged: 1'X4' FLUORESCENT LIGHT HVAC RETURNS/EXHAUST S GEN GFRC GENERAL, GENERATOR GLASS -FIBER W WEST, WIDEN A GENERAL NOTES (HIDDEN) CEILING -MOUNTED � ® � ( SIZE AND TYPE PER REINFORCED CONCRETE W/ WITH B PROPOSED AREA of REMODEL: �� ! STRIP FLUORESCENT LIGHT MECHANICAL DRAWINGS) GFRG GLASS -FIBER REINFORCED GYPSUM Mo WITHOUT ✓ v 5,339 SF OF PROJECT AREA ON FLOOR 3 Date: t 2 (EXPOSED) CEILING -MOUNTED. GFRP GLASS -FIBER WC WATER CLOSET, WALLCOVERING � STRIP FLUORESCENT LIGHT CEILING -MOUNTED HVAC ITEMS REINFORCED PLASTIC WD WOOD EXISTING CORE AND SHELL FIRE RATINGS: 1. DO NOT SCALE THE DRAWINGS. GL GLASS WH WALL HYDRANT OFFICE PARKING City of TukMl WALL -MOUNTED STRIP FLUORESCENT LIGHT GYP GYPSUM WWP WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT FLOOR CONSTRUCTION: N.R. 2 HR ROOF CONSTRUCTION: N.R. 2 HR BUILDING DIVISION 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. GYP BD GYPSUM BOARD WR WATER RESISTANT STRUCTURAL FRAME: N.R. 3 HR 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE p DOWNLIGHT H HIGH _ WT WEIGHT ELEVATORS: 1 HR 2 HR SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE HB HOSE BIBB WWF WELDED WIRE FABRIC STAIRS: 1 HR 2 HR ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS 140TIFY QQ ACCENT DOWNLIGHT HCWD HOLLOW CORE WOOD MECHANICAL SHAFTS: 1 HR 2 HR THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. CEILING -MOUNTED ACCESS PANEL HD HAND DRYER XFMR TRANSFORMER O> WALL -WASHER DOWNLIGHT HDBD HARDBOARD INTERIOR FINISHES: 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS HDW HARDWARE PER TABLE 803.9 CLASS C FINISH S WITH EXCEPTION OF EXITS WHERE CLASS B IS USED OTHERWISE INDICATED. SCONCE -TYPE HDWD HARDWOOD d ,� -C �l%�"f f e l s0�. (WALL -MOUNTED) LIGHT HM HOLLOW METAL MEANS F EGRESS. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE No HOLD OPEN SEE A-005 - LIFE SAFETY PLAN LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE ® CEILING -MOUNTED EXIT LIGHT CEILING -MOUNTED FIRE SPRINKLER HORIZ HORIZONTAL OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED HR HOUR PARKING: OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. HT HEIGHT NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE PROJECT, PARKING DEMANDS AS A RESULT OF WALL -MOUNTED EXIT LIGHT HVAC HEATING, VENTILATING, COMMERCIAL TI ARE MET BY EXISTING SITE PARKING FACILITIES. ALL ACCESSIBLE SITE FEATURES AND PARKING 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE ® AND AIR CONDITIONING STALLS ARE PROVIDED PER THE BUILDING LANDLORD. CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL - REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIE STANDARD LIGHT FIXTURES CEILING -MOUNTED SPEAKER PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIA INDICATED; SAB EY Architecture 12201 Tukwila Int' Blvd - 4th Floor-,- Seattle, WA 98168 206.281.8700 sabey.com aREGISTERED PKARA M. ANDERSON S-n-E (T N,^SHNC(IN LI U. A T1 SUITE 140 FIRST FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD. TUKWILA, WA 98168 REVI`E VIA CODE COMPLIANCE APPROVED JAN o 5 2016 ry City of Tukwila BUILDING DIVISION I•t�,:i CI--y C F 1'i'u i�;'A` it L A . DEC 2.2 2015 PERMIT CENTER MARK DATE DESCRIPTION PROGRESS DATE: 12/15/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. COVER SHEET AND PROJECT INFORMATION t r'6 1 2 3 4 5 6 7 8 9 10 F E D C B A PROJECT NOTE DIVISION I - GENERAL CONDITIONS H. REFERENCES 15800 - HEATING VENTILATING AND AIR CONDITIONING DIVISION IX - FINISHES 01010 SUMMARY OF WORK 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): 1. PROVIDE BUILDING STANDARD HVAC'SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR 09250 GYPSUM DRYWALL AND METAL STUDS A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A B. C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. COMERCIAL OFFICE SUITE 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. AS SHOWN IN THE PLANS. D. C745 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE BOARD, BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE SELECTIONS. OR RADIATOR ENCLOSURES, FASCIAS; RETURNS, PLYWOOD BACKBOARDS, ETC. 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, LION. BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND 09500 - CEILING SUSPENSION SYSTEMS. IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. 4. WALLS SHOWN ALIGNED WITH BAST= BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE ' 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID BUILDING STRUCTURE, LION. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL DAMAGE AT THEIR OWN EXPENSE. SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. DIVISION XVI - ELECTRICAL 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE CONSTRUCTION ONLY) TO.THE PARTITION HEADS AND CEILING GRID.. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 16000 - ELECTRICAL AND TELECOMMUNICATIONS EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS; STROBES; AND EXIT SIGN PLACEMENT. 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) 7. ALL DRYWALL TO BE 5/8" TYPE "X" UINLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN: COPIES FOR APPROVAL. REQUIRED BY CODE AND AT ALL TOILIET ROOMS, AND BEHIND CERAMIC TILES, LION. LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. CABLE CONFIGURATION WITH THE TENANT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE WITH MANUFACTURER'S SPECIFICATION AND CODES. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, LION, SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. FINAL FINISHING AS SPECIFIED. : 7, ALL JOINTS IN THE TILE FILED SHALL BE.SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED LION. 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. 10. USE ACOUSTICAL SEALANT AROUI`0 ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH OTHER. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, SIDES OF CROSSING/PENETRATING \A/ALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED 6. GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED: 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND 09530 - ACOUSTICAL TREATMENT "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL INDICATED. A. SYSTEM DESCRIPTION: BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING. 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH STANDARD FINISH, UON. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. THE STRUCTURAL DESIGN LOADS SPECIFIED, 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. BUILDING SHELL STANDARD SPECIFICATIONS. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. PROVIDE HEAVIER GAGES AND DECRIEASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE DIVISION II - SITE WORK REQUIREMENTS. 09650 - RESILIENT FLOORING INSTALLATION OF TENANT'S NEW FURNITURE. 02050 -DEMOLITION 3. STRUCTURAL REQUIREMENTS: 1. PROVIDE VCT SHEET LINOLEUM SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. O H L 10 ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE B. CODE REQUIREMENTS: BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS WALL MOUNTED REQUIREMENTS. : ORIGINATING SOURCE, DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. SPACES BELOW. HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El19, AND SHALL BE APPROVED BY THE LOCAL 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S_ WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES OF EACH ASSEMBLY. WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" RECEIVE NEW FLOOR FINISH AS REQUIRED. SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. OVER 10'. 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. STAINS REMOVED. SHALL MEET OWNER'S GUIDELINES.. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT C. MATERIALS: 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". SPECIFICATION LION. ACCORDANCE WITH ALL APPLICABLE CODES. 1. LIGHT GAGE METAL FRAMING: ASTIM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. 09680 - CARPET j ��, %{ 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK: COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A 2. FIRE RATED PARTITION HEAD SYSTEMS: 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. MINIMUM DIMENSION BETWEEN EACH DEVICE. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK A. RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). B. MINERAL WOOL PACKING MATERIAIL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 06100 - ROUGH CARPENTRY WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 3. PREPARE SUB. FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE 17. LOCATION OF ALL WALL MOUNTED POWLR AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. TENANT BEFORE INSTALLATION. BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 4. OTHER FRAMING MATERIALS: FURPJISH IN ACCORDANCE WITH ASTM C754. 4. PROVIDE SEAMING, DIAGRAMS FOR ARCHITECT'S REVIEW. 18. ELECTRICAL ENGINEER TO PROVIDE �ES;GN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO 06200 - FINISH CARPENTRY INSTALLATION. D. PARTITION FRAMING: 09900 - PAINTING AND STAIN 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD NOSINGS. 1. RUNNERS: 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT. AND SPECIFICATIONS FOR EACH DISCIPLINE. A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS, USE FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT CONDUIT WHICH MAY BE EMBEDDED IN CONCRETE FLOORS. LOCATION WITH FURNITURE VENDOR. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK B. WHERE WALLS ARE INDICATED AS INOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO 21. COORDINATE POWER/DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO (2) FINISH COATS. FINISHES & CASEWORK. FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. CLEAR PARTITION. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON A COMMERCIAL GRADE CLEAR SATIN VARNISH. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT.," THICK. THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. D. PROVIDE 2 INCH EXTENDED LEG O\/ERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND DEFLECTION. SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-13 "CUSTOM" (2 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, LION IN ELEVATIONS / DETAILS. COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. REVIEW AND APPROVAL PRIOR TO INSTALLATION. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER, AND NOT MORE THAN 2 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, INCHES FROM ABUTTING CONSTRUCT -ION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL 16500 - LIGHTING PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED CODES AND 5. UPON COMPLETION OFWORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. REGULATIONS. 6. SHELF EDGING TO BE VINYL. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. AND CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED LION. DIVISION VIII - DOORS AND WINDOWS THAN 20-GAGE. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN 08210 - WOOD DOORS 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. THE CENTER OF CEILING TILE, UON: 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE FINISH AS THE ROOM. UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. LOCAL ENERGY CODE COMPLIANCE. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. DIVISION XII - FURNISHINGS 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. AT ALL BOARD EDGES. 12500 - WINDOW TREATMENT PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT BUILDING MANAGEMENT. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND 08710 - FINISH HARDWARE STUD TO TOP RUNNER. ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 2. ALL INTERIOR RELITES TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR 9. STUD BRIDGING: 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: - HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO . A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF V-0" ON B. LIFE SAFETY EQUIPMENT. LOCATIONS. CENTER FOR THE FULL HEIGHT OF TFIE PARTITION. DIVISION XV - MECHANICAL `C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) D. LIGHT FIXTURE SPECIFICATIONS 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. WITH RIGID FACING MATERIAL STOPPING T-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" 15500 - FIRE PROTECTION BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) ROW FOR EACH V-0" OF EXPOSED STUDS. 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. REVIEW AND APPROVAL PRIOR TO INSTALLATION. KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM NUMBERS. OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS INSTRUCTIONS. REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. DISABILITIES ACT. E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED DOOR STOP TO MEET A.D.A. REQUIREMENTS. F. BACKING: BY APPLICABLE LOCAL CODES AND LAWS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS. 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 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 2. UNLESS INDICATED OTHERWISE, S rEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL PRESSURE GAUGE. PLATE SCREWED RIGIDLY TO THE STLJDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP 08810 - GLASS LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, LION. 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 3. FIRE RETARDANT TREATED WOOD IBACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A LABEL FROM AN APPROVED A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OFAWPA C-20 TYPE A FOR B. PRESSURE REQUIREMENTS. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. C. SPRINKLER HEAD SPECIFICATIONS. SUBCONTRACTOR FINDS. ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. G. INSTALLATION TOLERANCES: 7: CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. DIRECTION. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. SAnS EY Architecture 12201 Tukwila Int' Blvd - 4th Floor . Seattle, WA 98168 206.281.8700 sabey.corn 8194 REGISTERED Inn R , I F KARA My ANDERSON S-,, E U NASF-ING-CN I LIUNA TI ,SUITE 140 FIRST r FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD. TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 5 2016 City of Tukwila BUILDING DIVISION C9,yY 0 4 U11%VVILA DEC 2.2 2015 PERMIT CENTER MARK DATE DESCRIPTION PROGRESS DATE: 12/15/15 DRAWN BY: BH CHECKED BY: 8S APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. B A PARCEL NUMBER: 0923049120 PARCEL B COMMENCING AT A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON THAT IS SOUTH 89"16'35" EAST,100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 24"13'53" EAST, 969.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 65"46'07" EAST, 58.17 FEET; THENCE NORTH 63"32'48" EAST, 62.13 FEET; THENCE SOUTH 22"47'01" EAST, 21.44 FEET; THENCE NORTH 65"30'25" EAST,199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO.1 (SR 99) SOUTH 118TH STREET TO JCT SSH NO.1-K APPROVED JULY 23, 1957; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2,805.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 65"451" WEST) THROUGH A CENTRAL ANGLE OF 116'30" A DISTANCE OF 62.42 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 67001'21" EAST 10.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2815.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 67"01'21" WEST) THROUGH A CENTRAL ANGLE OF 6"31'21", A DISTANCE OF 320.46 FEET; THENCE SOUTH 73"32'4T WEST,16.58 FEET; THENCE SOUTH 71"35'51" WEST, 61.96 FEET; THENCE NORTH 78"38'58" WEST, 7.83 FEET; THENCE SOUTH 75"53'44" WEST, 106.07 FEET; THENCE NORTH 05001'10" WEST,18.41 FEET; THENCE SOUTH 82"22'27" WEST, 64.93 FEET; THENCE SOUTH 63"55'24" WEST, 58.16 FEET; THENCE NORTH 24"13'53" WEST, 334.22 FEET TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS NEW LOT B, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L98-0033, RECORDED UNDER RECORDING N0. 9810059013, RECORDS OF KING COUNTY, WASHINGTON) Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com �1 s4 REGISTERED 4ARA M. ANDERSON I S—i\ E c:F p/BSI INC—CN LI U NA TI SUITE 140 FIRST FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD. TUKWILA, WA 98168 REVIEWED Ff )R COE)E COMPLIANCE APPROVED JAN .0 5 2016 City of Tukwila BUILDING DIVISION CQ.y-Y OF 'f Ur;WILA DEC 2 2.2015 PERMIT CENTER MARK DATE DESCRIPTION PROGRESS DATE: 12/15/15 DRAWN BY: BH . CHECKED BY: SS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. F LUAU I -AG I UK NtK IIA; 1 UU4.1.2 SUITE 120 ❑E C BI A 8 9 10 CODE ANALYSIS TYPE OF CONSTRUCTION: TYPE II - SPRINKLERED (IN LIEU OF 1-HOUR CONSTRUCTION) OCCUPANCY CLASSIFICATION: B OCCUPANCY (OFFICE) EXITING REQUIREMENTS: OCCUPANT LOAD FACTOR (2012 IBC TABLE 1004.1.2) BUSINESS AREAS (WITH SPRINKLER PROTECTION) :100 GROSS TRAVEL DISTANCES: 1. MAXIMUM ALLOWED DEAD END CORRIDOR LENGTH: 50'-0" (IBC 1018.4, EXEMPTION 2) 2. MAXIMUM ALLOWED COMMON PATH OF EGRESS TRAVEL: 100'-0" (IBC TABLE_1014.3) 3. MAXIMUM ALLOWED EXIT ACCESS TRAVEL DISTANCE: 300'-0" (IBC TABLE 1016.2) EXIT OR EXIT ACCESS DOORWAY ARRANGEMENTS (IBC 1015.2.1, EXCEPTION 2) MORE THAN 1/3 THE LENGTH OF THE MAXIMUM OVERALL DISTANCE IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED SPRINKLER SYSTEM FIELD VERIFY EMERGENCY ILLUMINATION AND EXIT SIGNS- UNDER SEPERATE PERMIT I SAkBEY. Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com sisa REGISTERED T c KARA M. ANDERSON S-A- E CF NASHNC-CN ,LIUNA TI SUITE 140 FIRST FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD. TUKWILA, WA 98168 [DA FOR CODE q`1 PtJOV 201Bukwii8DIVISION C111- Y Oiz "Wi f,,'A"I LA DEC 2 21015 PERMIT CENTER MARK DATE DESCRIPTION PROGRESS DATE: U115/15 . DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. F E E C q — 2 3: 4 i j I 5 - 6 7 8 � L / to] ivvviv Lin 01IVu) I AREA NOT IN SCOPE DEMOLITION NOTES: 1, REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION.. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS AND HARDWARE FOR REUSE, LION. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR REUSE, LION. 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 ORIGINATING SOURCE, LION. _ DEMOLITION KEYNOTES ODEMO WALL AND ALL APPURTENANCES AS SHOWN. CAP ALL UNUSED UTILITY LINES FROM VISIBLE SIGHT. PATCH AND REPAIR ADJACENT SURFACES AS REQUIRED TO BE SMOOTH, PAINTABLE SURFACES. OREMOVE EXISTING WINDOWS. INFILL OPENING TO MATCH EXISTING. PATCH AND REPAIR ADJACENT SURFACES AS NEEDED. OREMOVE EXISTING DOOR AND RELITE, TO BE RELOCATED. SEE CONSTRUCTION PLAN FOR NEW LOCATION. OREMOVE ALL CARPET, TRANSITION STRIPS, AND OTHER ASSOCIATED FLOORING ACCESSORIES TO THE BARE SLAB THROUGHOUT. PREP SLAB AS NECESSARY TO RECEIVE NEW FINISHES. EXISTING BREAK ROOM FLOORING TO REMAIN. SAAdS EY Arch itecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com isa REGISTERED KARA M. ANDERSON S-A E CF HASI-INC-CM LI U NA TI SUITE 140 FIRST FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD. TUKWILA, WA 98168 REWEWED FOR CHIDE COMPLIANCE APPROVED JAN 0 5 2016 City of Tukwila BUILDING DIVISION h::C �'� 4' C��= ► :�I:IA"ILA DEC 2 2. 2015 PERMIT CENTER MARK DATE DESCRIPTION PROGRESS DATE: 12/15/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. FIRST FLOOR DEMOLITION PLAN 2 3 4 I � i 5 6 :a 7 0 D C u o - u C B A 8 9 10 FLOOR PLAN NOTES: 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. y / y►" 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELUCORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH, 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD. 7. LION, ALL PARTITIONS A 1 a 8. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 41/2" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 9. FOR TYPICAL DEVICE MOUNTING HEIGHTS, SEE A3 / A-802 FLOOR PLAN KEYNOTES: ONEW ALCOVE. RELOCATE EXISTING DOOR, FRAME, AND HARDWARE. NEW CARPET INFILL TO MATCH EXISTING. OREPLACE EXISTING DOOR WITH FULL VISION LITE DOOR. ONEW P-LAM CASEWORK. LOWER CABINETS ONLY. PROVIDE ADJUSTABLE SHELVES, O4 NEW WOOD AND SOLID SURFACE CASEWORK. UPPER AND LOWER CABINETS. PROVIDE FOR AN EQUIPMENT. AND UNDER CABINET LIGHTING - UNDER SEPERATE PERMIT. OPROVIDE BLOCKING FOR WALL MOUNTED TV. SEEE9 / A-802 FOR TYPICAL MOUNTING HEIGHT, PROVIDE POWER AND AN CONNECTION AS NEEDED - UNDER SEPERATE PERMIT. OPROVIDE NEW ACOUSTIC INSULATION AT EXISTING WALL, REPLACE AND PATCH GWB, OPROVIDE FILLER I ACOUSTIC BARRIER BETWEEN EXISTING COLUMN AND WINDOW MULLION ORELOCATE EXISTING SERVER ROOM AIR CONDITIONING UNIT - UNDER SEPERATE PERMIT Oy PROVIDE DEDICATED POWER AND DATA AS NEEDED TO TENANT SUPPLIED PRINTING AND FAX EQUIPMENT - UNDER SEPERATE PERMIT; (PROVIDE POWER POLES TO EQUIPMENT OFF THE WALL) 10 PROVIDE NEW FLOOR BOX WITH POWER, DATA, AN - UNDER SEPERATE PERMIT. VERIFY LOCATION WITH TENANT PROVIDED FURNITURE. 11 NEW CARPET TILE THROUGHOUT - 2-3 PATTERN SCHEME ver 1 6c. $p y. L{/ to �,c t f -- C-J f. 12 NEW RUBBER BASE THROUGHOUT 13 NEW PAINT THROUGHOUT - 4 COLOR SCHEME 14 PROVIDE CARD READER ACCESS AND DOOR HARDWARE AS INDICATED - UNDER SEPERATE PERMIT. 15 VERIFY ALL OFFICES HAVE NECESSARY POWER AND DATA PER TENANT NEEDS - UNDER SEPERATE PERMIT. :)AaBEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 134 REGISTERED C KARA.M. ANDERSON S-A- E U NASHNC-CN LI U NA TI SUITE 10 FIRST FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD. TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE AP OVER JAN 0 5 2016 City of Tukwila EUILDING DIVISION CI�v0F'f'Al LA DEC 2.2-2015 PERMIT CENTER MARK DATE DESCRIPTION PROGRESS DATE: 12/15/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. FIRST FLOOR CONSTRUCTION PLAN r, ti 'C'�S 1 ✓""' S fi' 2yx x S7ttEk 'u ��I � s 1 2 3 4 5 6 7 8 9 .. 10 F E IC C B 0 0 RCP NOTES: 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. . 2. FOR TYPICAL ACP SUSPENDED CEILING DETAILS, SEE Al / A=801 3. EXIT SIGNS NOTED FOR REFERENCE ON LIFE SAEFTY SHEET. 4. SEE FINISH LEGEND FOR ACOUSTICAL CEILING TILE AND - /11--JFORMATION. 5. MECHANICAL SYSTEM IS BIDDER -DESIGNED. SUBMIT PLANS TO ARCHITECT FOR COORDINATION OF CEILING DEVICE LOCATIONS. 6. SPRINKLER QUANTITY AND LOCATIONS TO BE BIDDER -DESIGNED. SUBMIT PLANS TO ARCHITECT FOR COORDINATION OF CEILING DEVICE LOCATIONS. 7. 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. 8. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 9. UNLESS NOTED OTHERWISE, MULTIPLE SWITCH'S IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 10. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 11. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT, 12. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES. RCP KEY NOTES: 1O VERIFY FIXTURE LOCATIONS WITH TENANT PROVIDED FURNITURE OPROVIDE NEW ALCOVE WITH ACT GRID TO MATCH EXISTING CORRIDOR HEIGHT (8'-0") OALL ELECTRICAL, HVAC, AND FIRE/EMERGENCY SYSTEMS UNDER SEPERATE PERMIT RCP LEGND: EXISTING FIXTURES TO REMAIN � EXISTING FIXTURES TO BE RELOCATED LL 2 X 4 RECESSED DIRECT/ INDIRECT FLUORESCENT (RELOCATED EXISTING) • • 1 X 12 SUSPENDED MOUNT LINEAR FLUORESCENT SABEY Architecture. 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com V�94 REGISTERED 1 KART M. ANDERSON I S-A\ E (T NASHNC-c;N LIU A TI SUITE 140. FIRST FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD. TUKWILA, WA 98168 REWEWED FOR CODE COMPLIANCE APP OVED JAN 0 5 201E City of Tukwila BUILDING DIVISION Crry or. `i'UV1 IWILA DEC 2 2.2015 PERMIT CENTER MARK DATE DESCRIPTION PROGRESS DATE: 12/15/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. FIRST FLOOR REFLECTED CEILING PLAN 2 3 4 5 6 7 8 F E C B A 9 10 r SABEY. Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com c134 REGISTERED r KARA M. ANDERSON S-A E GF NASI-INC-(;N LI U NA TI SUITE 10 FIRST FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD. TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED JAN A 5 2016 Clty of 1 UKI lla BUILDING DIVISION! CR'H 0 F fUi't"A"ILA DEC 2.2-.2015 PERMIT CENTER MARK DATE DESCRIPTION PROGRESS DATE: 12/15/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. DOOR SCHEDULE AND DETAILS ,LA=601- 1 2 3 4 5 6 7 8 9 10 F E D C B A E8 THE PARTITION -TYPE DESIGNATION OR A 801 5/8" GYPSUM BOARD EACH SIDE I WALL -TYPE DESIGNATION IS A THREE -UNIT CODE THAT INDICATES THE CONFIGURATION, A 1 a CONSTRUCTION AND INSULATION OF THE I PARTITION AS FOLLOWS: FP 1 a INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITION/WALL VERTICAL CONFIGURATION OF PARTITIONNVALL PARTITIONNVALL SYMBOLOGY I NO INSULATION METAL STUDS® Z- rip C A'JiZK C7 / A-801 C3 INSULATION IF NOTED A-801 FRAMING, INSULATION, WHERE CEILING OCCURS, - - - - - - AND FINISH MATERIALS - FRAMING, INSULATION, TO UNDERSIDE OF AND FINISH MATERIALS CEILING. TO 6" ABOVE CEILING 2. WHERE FIRE AND/OR SOUND RATINGS ARE INDICATED, THE GYPSUM BOARD REQUIRED ' low ` ' " "- ' " " '-'-'' SHALL BE CONTINUOUS BEHIND ABUTTING NONRATED PARTITIONS SO THAT FIRE AND/OR PARTITION BRACED AT CEILING PARTITION WITH PARTIAL -HEIGHT FINISH MATERIALS ACOUSTIC PERFORMANCE IS NOT COMPROMISED. PARTITION -TYPE LEGEND PARTITIONWALL CONFIGURATION PARTITION GENERAL NOTES: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK TO ALLOW 3/4" DEFLECTION. MAINTAIN DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 3/4" SHORT TO ALLOW 3/4" DEFLECTION AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 3/4" CLEAR SPACE TO ALLOW 3/4" DEFLECTION. DO NOT SCREW FINISH MATERIALS INTO TOP TRACK - FASTEN INTO STUDS ONLY APPLY OR PATCH FIREPROOFING (WHERE FIREPROOFING IS REQUIRED) AFTER INSTALLATION OF TRACK OR STRAPS AT PARTITIONS WITH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD 2" SHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT JOINT NEEDED TO ACHIEVE 3/4" DEFLECTION SEISMIC DESIGN CATEGORY A AND B: - STEEL -ONLY DECK: (6) NO 10 SCREWS ANGLE 8" X 3" X 8" LONG,, LLH (20 GAGE SEISMIC DESIGN CATEGORY C, D, E, AND F: MINIMUM) STEEL -ONLY DECK: / SEISMIC DESIGN (12) NO 10 SCREWS CATEGORY A AND B: SEISMIC DESIGN CATEGORY A, B, C, / ` FASTEN BRACE TO ANGLE D, E, AND F: WITH (3) NO 10 SCREWS STEEL AND CONCRETE DECK: OR SEISMIC DESIGN CATEGORY (4) HILTI X-U 0.157" DIAMETER C, D, E, AND F: POWDER -ACTUATED FASTENERS, (5) NO 10 SCREWS EMBED 1 1/2", MINIMUM 4" SPACING PER ESR-2269 8'-0" OC MAXIMUM BRACE SPACING BRACE OF STUDS (OR C3 DOUBLED STUDS) AT TOP OF PARTITION PER DETAIL A-801 PARTITION BRACED TO FLUTED METAL DECK`ABOVE �NCOE3"=11•0" SCALE NO SCALE NO SCALE I . METAL STUDS (PER ICC ES REPORT ESR-3064P), I I I AT SINGLE BRACE - FASTEN ANGLE MAXIMUM HEIGHT 20'-0" I TO BRACE WITH (4) NO 10 SCREWS � � a 3"X3"X3"ANGLE o o z < 0 I FINISH MATERIALS VARY (MAXIMUM WEIGHT — - - - - - — (20 GAGE MINIMUM), FASTENED TO TRACK AT DOUBLE BRACE- FASTEN DOUBLE BR ACE TO BOTH ANGLES = o o I I EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) AND BRACED PER DETAIL AT RIGHT WITH (6) NO 10 SCREWS THROUGH BRACE AND BOTH ANGLES oz / U ¢ _ z o i i + + 20 GAGE MINIMUM o Y + DEEP LEG TRACK OR SLOTTED TRACK J ----- - ------ >_-j "a 0< o¢W F1 I F- z � z o o FASTENERS: FOR WALLS TO 10'-0" - I METAL STUDS, CUT a o- Cn s c� >- n �- c� AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): BRACE WITH 362S137-33 314"SHORT FOR -' o o LL a o PROVIDE (2) NO 8 X 1" WOOD SCREWS AT OC FOR AT 8'-0" MAXIMUM OC AND AT EACH 314 DEFLECTION i- AT SINGLE BRACE - FASTEN ANGLE TO 6 z_ o z 24" MAXIMUM STAGGERED 1 LAYER WALL END. ALTERNATE DIRECTION _ _ TRACK WITH (8) NO 10 SCREWS = J m o ¢ a `i C) UWALL I GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM OF BRACES ALONG LENGTH OF i WHERE POSSIBLE: FINISH MATERIALS VARY AT DOUBLE BRACE - FASTEN 2 ( ) z a BOARD EACH SIDE (MAXIMUM WEIGHT EQUAL _ ANGLES TO TRACK WITH (8) NO 10 a o ¢ o AT CIP CONCRETE AND POST -TENSIONED FOR WALLS T0.15-0 - i TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS G o h, SCREWS AT EACH ANGLE CONCRETE FLOOR: BRACE WITH DOUBLED 362S137-33 APPLIED FINISHES) PROVIDE HILTI X-U 0.157" DIAMETER AT 8'-0" MAXIMUM OC AND AT EACH POWDER -ACTUATED FASTENERS, EMBED WALL END. ALTERNATE DIRECTION Y 3/4" PER ESR-2269.24" MAXIMUM OC OF BRACES ALONG LENGTH OF STAGGERED FOR 1 LAYER GYPSUM BOARD . WALL. FASTEN DOUBLED STUDS EACH SIDE, 16" MAXIMUM OC STAGGERED TOGETHER WITH NO 8 SCREWS AT w FOR 2 LAYERS GYPSUM BOARD EACH SIDE 24" MAXIMUM OC. Z L N .rL' - OA SECTION ACROSS PARTITION O SECTION ACROSS BRACING PTN-TO-FLR CONNECTION FOR TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE - IBC SEISMIC SEISMIC SITUATIONS CATEGORY D C3 AllDE C3 no '00. (SCHEMATIC) STRUCTURE (SCHEMATIC) STRUCTURE , (2)12 GAGE WIRES AT 4'-0" OC MAX `` / ATTACHMENT OF SPLAY WIRES TO STRUCTURE: ALONG PARTITION '� AT STEEL STRUCTURE: ALL WIRES STIED BEAM CLAMPS. 3 TIMES AT EA 4" MAX PARTITION ATTACHMENT CLIP AT CI P CONCRETE STRUCTURE: ATTACHMENT PO T AT 4'-0" OC, MAXIMUM p v; EMBED THRICE -LOOPED WIRE EMBEDDED INTO CONCRETE (10" MINIMUM EMBEDDED LENGTH). OR . 0 CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH POWDER -ACTUATED FASTENERS. i ATPRECAST ORPOST-TENSIONED CONCRETE; ACOUSTICAL CEILING N N CEILING MANUFACTURER'S CLIP, FASTENED TO ' CONCRETE WITH (2) 5/16 TAPCON SCREWS FOAM TAPE TO PLUG GAPS CASING BEAD " EMBEDDED 2" PER ESR-2202. AT SUSPENSION SYSTEM AT OPEN WEB JOISTS OR TRUSSES: TOP TRACK, 20 GAGE WIRE LOOPED AROUND BOTTOM CHORD. MINIMUM, PAINT FLAT BLACK AT WOOD JOISTS (2" NOMINAL MINIMUM WIDTH): 1/4" DIAMETER X 3" LONG CLOSED -EYE SCREWS WITH 1" MINIMUM PENETRATION. ' OR (3) STAPLES MINIMUM ONTO LOOPED WIRE INTO SIDE OF JOIST. NOTE: UON ALL POWDER -ACTUATED FASTENERS HILTI PER ES REPORT ESR-2269. AO PTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES OB PARTITION ORIENTED PARALLEL TO CEILING TEES PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM (n�7 (WITH TEGULAR-EDGED TILES) EXCEPT AS INDICATED IN DETAILS C AND F, LIGHT FIXTURES WEIGHING LESS THAN 10 FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 DEGREES (IN PLAN) FROM EACH OTHER AND 3/4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT FASTEN TO STRUCTURE PER CISCA 3-4, COMPONENTS OF MECHANICAL, ELECTRICAL, PLUMBING POUNDS SHALL BE CONNECTED FROM SECURED T MAIN RUNNER WITHIN 2" OF THIS END TO THE CLOSURE ANGLE. AT OTHER END (FIGURES 2, 3, 4, AND 5) AND FIRE PROTECTION SHALL BE INDEPENDENTLY FIXTURE HOUSING TO STRUCTURE ABOVE BY INTERSECTION. EACH END OF EACH WIRE TO _,,-FASTEN IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE SUPPORTED AND BRACED FROM STRUCTURE (2) 12 GAGE TAUT OR SLACK WIRES BE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM WITHIN A 3" MAX LENGTH / LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS, WHERE HANGER WIRES AND AIR TERMINALS/ SERVICES WEIGHING HANGER WIRE AT EACH ARE MORE THAN 1:6 MORE THAN 20 POUNDS AND LESS THAN PERIMETER MAIN TEE AND OUT -OF -PLUMB, PROVIDE 56 POUNDS SHALL BE CONNECTED FROM PERIMETER CROSS TEE 12 GAGE MINIMUM HANGER COUNTER -SLOPING WIRES FIXTURE HOUSING TO STRUCTURE ABOVE WIRES AT 4'-0" OC EACH BY (3)12 GAGE TAUT OR SLACK WIRES STABILIZER BAR TO MAINTAIN DIRECTION - NO MORE THAN O O ATTACHED AT DIAGONAL CORNERS PERIMETER TEE SPACING .1:6 OUT -OF -PLUMB, TYPICAL METAL -FRAMED TRAPEZE LIGHT FIXTURES AND AIR TERMINALS/SERVICES PROVIDE FLEXIBLE CONNECTION TO AS NECESSARY TO WEIGHING MORE THAN 56 POUNDS AND ALL � t SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS AVOID OBSTRUCTIONS PENDANT LIGHT FIXTURES SHALL BE MAIN TEE OR CROSS TEE WIRE LOOPED AND WRAPPED SUPPORTED DIRECTLY FROM STRUCTURELO (SUSPENSION SYSTEM) AROUND ITSELF 3 TIMES MINIMUM MAINTAIN HANGER WIRE ABOVE USING APPROVED HANGERS HEAVY DUTY AT EACH END OF HANGER WIRE SPACING AND CAPACITY WITHIN A 3" MAXIMUM LENGTH BELOW OBSTRUCTION .. - ACOUSTICAL CEILING PANELS - LIGHT FIXTURES, AIR TERMINALS, AND FOR SPANS UP TO 6'-0", USE A SINGLE 20 GAGE SERVICES SHALL BE POSITIVELY 1 5/8" COMPRESSION STRUT FASTENED TO ATTACHED TO THE CEILING SYSTEM MAIN TEE WITH (2) NO 8 SCREWS AND TO CLOSURE ANGLE STRUCTURE WITH (2) HILT/ X-DNI ,145 DIA X 314" LOCATE BRACING AT 12'-0" OC EACH 8" MAX COMPLY WITH ADDITIONAL PROVISIONS OF ASTM E580, DIRECTION AND WITHIN 6'.0" OF PERIMETER FOR SPANS UP TO 9'-0", USE DOUBLE ASTM C635, ASTM C636, AND ASCE 7-10, SECTION 13.5.6. WALLS, PARTITIONS,OR EXPANSION JOINTS COMPRESSION STRUT FOR EXEMPTIONS, SEE ASCE 7-10, SECTION 13.5.6. OA PERIMETER SUPPORT OB GENERAL SUPPORT OC LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT OD LATERAL BRACING FOR CEILINGS EXCEEDING 1000 SF OE SPRINKLER HEAD CLEARANCE 1 INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS - IBC SEISMIC DESIGN CATEGORY D SABEY Arch itecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com Isa REGISTERED T l �\AWARA M. ANDERSON LWON"A TI SUITE 140. �IRSi' �L00 INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD. TUKWILA, WA 98168 REWEWED FOR CODE COMPLIANCE APPROVED JAN 0 5 2016 City of Tukwila BUILDING DIVISION c' " ` 4 ? �� ..� �s i'. -A I ILA 1Y DEC 2 2 2015 PERMIT CENTER MARK DATE I DESCRIPTION PROGRESS DATE: 12/15/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. PARTITION TYPES AND INTERIOR DETAILS FILE CABINETS BY TENANT 20- 0 14'-6" 10'-0" CASEWORK SHOWN AS PRELIMINARY DESIGN ONLY CASEWORK SHOWN AS PRELIMINARY DESIGN ONLY CASEWORK SHOWN AS PRELIMINARY DESIGN ONLY CONFERENCE ROOM CASEWORK TRAINING ROOM CASEWORK COPY ROOM CASEWORK ELEVATION ELEVATION ELEVATION E3C c-7 1/4" =1'-0" C / 1/4" =1'-0" E9 114" = V-0 8" MAXIMUM AT DOOR OPENING, 3/4" CLEAR AT UNRESTRAINED TRANSITION UNDER DOOR FOR EXACT LOCATION AT C5 END, EACH DIRECTION LEAF. LOCATE AS SHOWN DOOR OR CASED OPENING, A-802 DEPENDING UPON DOOR SEE DETAIL LEAF LOCATION GYPSUM BOARD SEISMIC CLIP PER ' ES REPORT ESR-1122 77 Z STRAIGHT RESILIENT MAIN TEE OR CROSS TEE BEYOND o z o z BASE (SUSPENSION SYSTEM) w z TEGULAR-EDGED ACOUISTICAL CEILING PANEL- o RE -RABBET AND PAINT PIT CUT TILE EDGES `r CARPET -AND -PAD OR GLUE -DOWN CARPET CLOSURE ANGLE AT CASED OPENING: TRANSITION AT END OF JAMB AS LOCATED ON PLANS A ALT PERIMETER SUPPORT FOR SUSPENDED ACP SYSTEM WITH GLUE -DOWN CARPET TO RESILIENT TEGULAR-EDGE TILES FLOORING EDGE STRIP LOCATION FLOORING STRAIGHT RESILIENT BASE C3 6" =1'-01, C5 6" =1'-0" C7 12" =1'-0" C9 6" = 1'-0" WALL END OR EDGE I IE— WALL END OR EDGE (WHERE OCCURS) I (WHERE OCCURS) w w WALL SEGMENT 2'-0" WIDE OR LESS I NOTES: Co o z> c¢i 0 0 U_ I EQUAL EQUAL 22 Q 1. USE THIS DETAIL TO LOCATE DEVICES THAT a w z w DOOR FRAME OR I FIRE ALARM ARE INDICATED ON THE DRAWINGS BUT NOT ON THE DRAWING. ALIGN MULTIPLE DEVICES HORIZONTALLY = w w w 0 rr 6 THERMOSTAT OR TEMPERATURE SENSOR s > c ¢ o . w w o w t— AND/OR VERTICALLY AS DETAILED. WINDOW, D R OR 3. ITEMS OTHER THAN ELECTRICAL "FEATURE" riIAT _ _ _ _ _ _ RECEPTACLES SHALL BE MOUNTED NEAR SEPARATE ALL DOORWAYS OR INTERSECTING WALLS AS INTO SEGM TS. 211 DETAILED SO AS NOT TO INTERFERE WITH THE 2 I PLACEMENT OF ART OR FURNITURE -- EXCEPT THAT WHERE THE WALL SEGMENT IS LESS THAN ri n SABEY. Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700. sabey.com c134 REGISTERED I F \KARA M. ANDERSON S-A E U NASI-INC-r,N LI U A TI SUITE 140 FIRST FLOOD INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD. TUKWILA, WA 98168 REVItWED FOR APP OVEDNCE JAN 0 5 2016 CRY Of Tukwila BUILDING DIVISION DEC 2 2.2015 PERMIT CENTER MARK DATE DESCRIPTION PROGRESS DATE: 12/15/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: TELEPHONES, DOOR SWITCHES, DOOR c 2'-0" WIDE, CENTER THE DEVICES AS DETAILED. All drawings and written material appearing herein constitute the n CONTROLLERS, FIRE ALARM PULL SWITCHES, original and unpublished work of the Sabey Corporation and the 2" I LIGHT SWITCHES AND SIMILAR ITEMS (THE I same may not be duplicated, used or disclosed without the written 2" 21, INTENT IS TO ALIGN TOPS OF ALL ITEMS consent of the Sabey Corporation. WHILE ALLOWING ALL OPERABLE PARTS TO 2 c' BE LESS THAN 4'-0" AFF) o f v N I a o _ _ Zo J ELECTRICAL RECEPTACLES I INTERIOR DETAILS _ SINGLE, GANGED, OR SEPARATED BY 2 w J oZ