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HomeMy WebLinkAboutPermit D19-0406 - SABEY CORPORATION / SUITE 400 - INTERIOR IMPROVEMENTSABEY CORPORATION 12201 TUKWILA INTL BLVD 400 EXPIRED 7/22/2021 D19-0406 Parcel No: Address: �~^�xx °~���o�"°^^U v~��� ��n v^�x����na Department of Community Development 6]O05wuthcenterBoulevard, Suite#1OQ Tukwila, Washington 9D188 Phone:IV6-431'367O Inspection Request Line: 206-88'9350 Web site: http://www.TukwilaWA.gov 0923049120 Project Name: SABEY CORPORATION DEVELOPMENT PERMIT Permit Number: D19-0406 Issue Date: 1/24/2020 Permit Expires On: 7/22/2020 Owner: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name; Address: INTERNATIONAL GATEWAY WEST lZ20lTUKVVLAINTERNATIONAL BL, SEATTLE,WA, 98168 TOM SPAIDER l32UlTUKVV|LAINTERNATIONAL 8LVD4TMFLOOR, TUKVV|U\WA, 98I68'5l21 64BEYCONSTRUCTION INC 12201TUKVv|LA|NTLBLVD4TH FLOOR, TUKVV|LA,WA, 98lh8'5lZI 5ABEYC1033KM SABEY CORPORATION 12201TUKVV LA |NTL BLVD4TH FL' SEATTLE'WA, 98l68 Phone: (206) 277-5271 Expiration Date: 1/12/2021 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVIVIENT OF EXISTING SUITE 400 INCLUDING NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, CASEWORK AND ARCVHITECTURAL FINISHES. MECHANICAL, PLUMBING AND ELECTTRICAL TOGEBIDDER DESIGNED, Project Valuation: $350,000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $6i403.19 Occupancy per IBC: B Water District: 20 Current Codes adopted by the City of Tukwila: ` International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2O1S National Electrical Code: VVACities Electrical Code: VVA[Z96468; VVAState Energy Code: 2017 2017 2017 2015 Public Works Activities: [hanne|izadnn/3triping: [urbCut/Access/Sdewa(k: Fire Loop Hydrant: Flood Control Zone: Hau|inQ/DversizeLuad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: O Number: 0 Permit Center Authorized Signature: � Date: � 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 prov�sions of any other state orlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development permit and agree toth onsattaohedtothbpennit. Signature: Print Name: / 'r^� � ' This permit shall become null and void if the work |snot commenced within lm3days for the date ofissuance, or if the work is suspended orabandoned for aperiod of18Odays from the last inspection. PERMIT CONDITIONS* I: 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. 2: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: When special inspection is required, either the owner or the registered design professional in responsible charge shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE7'Chapter 13. S: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet inheight shall belaterally braced tothe building structure. Such bracing shall beindependent nfany ceiling splay bracing. �\ /\ 6: All rack storage requires aseparate permit issued through the City of Tukwila Permit Center, Rack storage over 84eetin height shall be anchored cxbraced to prevent overturning ordiqdaoamentduhngyeismic events. The design and calculations for the anchorage orbracing shall beprepared byaregistered professional engineer licensed inthe State ofWashington, Periodic special inspection |srequired during anchorage of storage racks Ofeet orgreater |nheight. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. Q: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. Acopy can beobtained atCity Hall inthe office oftheCityOerk. 9: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall beatpoints within the upper one-third and lower one-third ofthe water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping, IO: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City o/Tukwila Building Department (2OG-4Sl'3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation ofany ofthe provisions uf the building code orofany other ordinances ofthe City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not bevalid. The issuance ufapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10^ section 1016, Table 1017.2 of the International Fire Code and International Building Code. 14: Minimum widths ofcorridors shall bemaintained inaccordance with Chapter l0o[the International Building Code and the International Fire Code. 15: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|F[1Ol0l9) 10: Exit hardware and marking shall meet the requirements ofthe International Fire Code. (|F[Chapter 1O) 17: Door handles, pulls, latches, locks and other operating devices on doors required tobeaccessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist tooperate. (|FC1010l9.l) 18: Exits and exit access doors shall bemarked byanapproved 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 ofegress travel is not immediately visible tothe 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 isless, from the nearest visible exit sign. (|FC10ll1) 19: Every exit sign and directional exit sign shall have plainly legible letters not less than 6inches (152 mm) high with the principal strokes ufthe letters not less than OJ5 inch (l91mm)wide. The word "EX|7'shall have letters having awidth not less than Iinches (51mm)wide except the letter "|^' and the minimum spacing between letters shall not beless than 0.375inch (9.5mno). Signs larger than the minimum established |n the International Fire Code shall have letter widths, strokes and spacing inproportion totheir height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isorisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bpreadily changed. (|FClO13.6.1) 20: Aisles and aisle access ways serving asaportion of the exit access |nthe means ofegress system shall comply with the requirements ofthis section. Aisles oraisle access ways shall beprovided from all occupied portions ofthe exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width ofaisles shall beunobstructed. (|F[I0I8.l) 21: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall not baless than 36inches. (|FClOI83,Table I0Z0.Z) 22: Each door inameans pfegress from anoccupancy ofGroup AorEhaving anoccupant load of50ormore and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (|F[101UIl0) t 23: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1013.6.3) 24: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 25: The force for pushing or pulling open interior swinging egress doors, other than fire doors, shall not exceed 5 pounds (22 N). These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position. For other swinging doors, as well as sliding and folding doors, the door latch shall release when subjected to a 15-pound (67 N) force. The door shall be set in motion when subjected to a 30-pound (133 N) force. The door shall swing to a full -open position when subjected to a 15-pound (67 N) force. (IFC 1010.1.3) Swinging fire doors shall close from the full -open position and latch automatically. The door closer shall exert enough force to close and latch the door from any partially open position. (IFC 703.2.3) 26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 27: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 28: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 31: 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) 29: 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) 30: 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) 32: Maintain fire extinguisher coverage throughout. 33: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 34: 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) 35: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 36: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 37: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 40: 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) 38: 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). 41: 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. 43: 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) 42: 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) 44: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 45: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 46: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No, 803.11 of the International Building Code, 47: 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. 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 48: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 1400 FIRE FINAL 0409 FRAMING 2000 GAS PIPING FINAL 0606 GLAZING 0502 LATH/GYPSUM BOARD 1800 MECHANICAL FINAL 1900 PLUMBING FINAL 0406 SUSPENDED CEILING CITY OF TUKIQA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Penult No. q ., 0 ito Project No. Date Application Accepted: (�")-3 q Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 0923049120 12201 TUKWILA INT'L BLVD., SEATTLE Suite Number: 400 Floor:' Tenant Name: SABEY CORPORATION PROPERTY OWNER Name: International Gateway East LLC Address: 12201 Tukwila Int'l Blvd City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Tom Spader Address: 12201 Tukwila Intl Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: torus@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction .r�. Address: 12201 Tukwila Int'1 Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Contr Reg No.: SABEYCI033KM Exp Date: 01/12/2021 Tukwila Business License No.: BUS-0102122 New Tenant: ❑ Yes VI .. No ARCHITECT OF RECORD Company Name: Sabey Architecure Architect Name: Kara Anderson Address: 12201 Tukwila Intl Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: karaa@sabey.com ENGINEER OF RECORD Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDERJBOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Sabey Corporation Address: 12201 Tukwila Int'l Blvd City: Tukwila State: WA Zip: 98168 H:\Applications\Forms-Applications On Line \2011 Applcations\Permit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATI( - 206-431-3670 Valuation of Project (contractor's bid price): $ 350,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 400 ON FLOOR 4 IN BUILDING B, INTERGATE WEST CAMPUS. THE WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, CASEWORK, AND ARCHITECTURAL FINISHES. MICHANICAL , PLUMBING, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. Will there be new rack storage? Yes Z.. 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 l' Floor 18,400 VB B 2°d Floor 17,928 VB B 3' Floor 16,867 VB B F oors 4 thru 4 16,641 2,000 VB B Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? 0 Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm El None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2 x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationsTorrns-Applications On Line\ 2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO IATION — 06-433-0 79 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 0 ...Tukwila 0 ...Water District #125 El ...Water Availability Provided Sewer District E1 ...Tukwila ...Sewer Use Certificate 0 ...Valley View 0 ...Sewer Availability Provided El Highline .. Renton .. Renton O.. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0.. Insurance 0 Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours El ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way Ej Non Right-of-way 0 Ej ...Total Cut ...Total Fill 0 ...Sanitary Side Sewer .„Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size.. 0 _Water Only Meter Size 0 ...Sewer Main Extension Public Ej Ej ...Water Main Extension Public 0 O Geotechnical Report .. Maintenance Agreement(s) ID ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) .. • Right-of-way Use - Profit for less than 72 hours Ej Right-of-way Use — Potential Disturbance .. • Work in Flood Zone .. • Storm Drainage .. • Abandon Septic Tank O .. Curb Cut .. Pavement Cut 0 .. Looped Fire Line 95 .. • Grease Interceptor • Channelization 0 .. Trench Excavation El .. Utility Undergrounding WO # WO # WO # 0...Deduct Water Meter Size Private 0 Private 0 59 FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip HAApplicationsTorms-Applications On Line '1/42011 ApplicationsTennit Application Revised - 8-9-11.docx Revised: August 201 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDINGOWN 0 UTHORIZ D AGENT: • Signature: Date: 12/20/2019 Print Name: A A KRASINSKAYA Day Telephone: (206) 639-7957 Mailing Address: 12201 Tukwila Intl Blvd Tukwila WA 98168 City State Zip HAApplicationsWorms-Applications On Line \ 2011 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,919.80 D19-0406 Address: 12201 TUKWILA INTL BLVD:400 Apn: 0923049120 $3,919.80 DEVELOP ENT $3,734.33 PERMIT FEE R000.322.100.00.00 0.00 $3,709.33 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $185.47 TECHNOLOGY FEE TOTAL. FEES PAID BY RECEIPT: R19849 R000.322.900.04.00 0.00 $185.47 $3,919.80 Date Paid: Friday, January 24, 2020 Paid By: SABEY CORPORATION Pay Method: CHECK 5822 Printed: Friday, January 24, 2020 1:59 PM 1 of 1 CR SYSTEMS Alp Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $2,483.39 D19-0406 Address: 12201 TUKWILA INTL BLVD 400 Apn: 0923049120 $2,483.39 Credit Card Fee $72.33 Credit Card Fee R000.369.908.00.00 0.00 $72.33 DEVELOPMENT $2,411.06 PLAN CHECK FEE R000.345,830.00,00 TOTAL FEES PAID BY RECEIPT: R19373 0.00 $2,411.06 $2,483.39 Date Paid: Monday, December 23, 2019 Paid By: KARA ANDERSON Pay Method: CREDIT CARD 061385 Printed: Monday, December 23, 2019 1:48 PM 1 of 1 R SYSTEMS CO TUKWIL4 ETKAKIT 6200 S0UTMCENTER 8LVo TUKWILA, wx 98188 206'433'1870 CITY OF TUxuILA Date: 12/23/2019 0I:47:44 PM MASTERCARD Thank you! Customer Copy Permit Inspections City of Tukwila Permit Number: D19-0406 Description: SABEY CORPORATION Applied: 12/23/2019 Approved: 1/22/2020 Site Address: 12201 TUKWILA INTL BLVD 400 Issued: 1/24/2020 Finaled: City, State Zip Code:TUKWILA, WA 98168 Status: EXPIRED Parent Permit: Parent Project: Details: Applicant: SABEY CORPORATION Owner: INTERNATIONAL GATEWAY WEST Contractor: SABEY CONSTRUCTION INC INTERIOR TENANT IMPROVMENT OF EXISTING SUITE 400 INCLUDING NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, CASEWORK AND ARCVHITECTURAL FINISHES. MECHANICAL, PLUMBING AND ELECTTRICAL TO BE BIDDER DESIGNED. gifgal INSPEGTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS FRAMING Bill Centen Notes: GAS PIPING FINAL Bill Centen Notes: GLAZING Bill Centen Notes: LATH GYPSUM BOARD Bill Centen Notes: MECHANICAL FINAL Bill Centen Notes: PLUMBING FINAL Bill Centen Notes: SUSPENDED CEILING Bill Centen Notes: BUILDING FINAL** Bill Centen Notes: Printed: Wednesday, 29 September, 2021 1 of 2 irk suPERioN Permit Inspections City of Tukwila L FIRE FINAL Ben Hayman Notes: FIRE ALARM Ben Hayman Notes: FIRE FINAL Ben Hayman Notes: SPRINKLER COVER Ben Hayman Notes: SPRINKLERS Ben Hayman Notes: EMERGENCY LIGHTING Jim Benner Notes: Printed: Wednesday, 29 September, 2021 2 of 2 SUPERION City of Tukwila Department of Community Development 6/3/2021 TOM SPADER 12201 TUKWILA INTERNATIONAL BLVD 4TH FLOOR TUKWILA, WA 98168-5121 RE: Permit No. D19-0406 SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD - SUITE 400 Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/22/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/22/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D19-0406 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0406 DATE: 12/23/19. PROJECT NAME: SABEY CORPORATION SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD - SUITE 400 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 1,1/4 iwO ir Building Division Pt Public Works MV1 nib q141 Fire Prevention Structural n A'( RN Ile arming Division Permit Coordinator m PRELIMINARY REVIEW: Not Applicable 0 (no approval/review required) DATE: 12/24/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n DUE DATE: 01/21/20 Approved with Conditions ri Corrections Required Denied (corrections entered in Reviews) Notationf '0 du (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg CI Fire 11 Ping PW D Staff Initials: 12/18/2013 Cl/ Labor & Industries (http,:mnimagov) Contractors SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVID ARTHUR, PRESIDENT SEWELL, PATRICIAANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01/19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC WA UBI No 601 532 164 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County Business type Corporation Governing persons SABEY CORPORATION DAVID A SABEY; JOHN D SABEY; PATRICIA SEWELL; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. SABEYCI033KM Effective — expiration 05/14/1997— 01/12/2021 Bond HARTFORD FIRE INSURANCE CO Bond account no, 52BSBCQ3983 $12,000.00 Received by L&I Effective date 12/20/2004 12/31/2004 Expiralon date Until Canceled Insurance National Fire Ins of Hartford $1,000,000.00 Policy no. 2094061165 Received by L&I Effective date 10/20/2019 11/01/2016 Expiration date 04/30/2021 Insurance history Savings (in lieu of bond) $6,000.00 1 2 3 4 5 6 7 8 9 10 1 14 C B A REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET. ARCHITECT / DESIGNER: PLUMBING ENGINEER: ^xxADD SABEY ARCHITECTURE TED - Bidder Design Build by G.C. XX AC ASPHALTIC CONCRETE ID INSIDE DIAMETER 12201 TUKWILA INTL BLVD, FOURTH FLOOR A.XXX AXXX A.XXX ACCESSIBLE INCL INCLUDE, INCLUDING SEATTLE, WA98168 AOO-01 COVER SHEET AND PROJECT INFORMATION ACP ACOUSTICAL CEILING PANEL INFO INFORMATION TEL: (206) 281-8700 ACST ACOUSTICAL INSUL INSULATE, INSULATION FAX: (206) 282-9951 MECHANICAL ENGINEER: AOO-O2 NOTES AND SPECIFICATIONS BUILDING SECTION INDICATOR WALL SECTION INDICATOR AD ADDM ADJ AREA DRAIN ADDENDUM ADJUSTABLE INT IWD INTERIOR INDIRECT WASTE DRAIN CONTACT: KARA ANDERSON TBD - Bidder Design Build by G.C. EMAIL: KARAA@SABEY.GOM A00-03 SITE PLAN AOO-04 LIFE SAFETY PLAN - --- - - xx AFF AHU ABOVE FINISHED FLOOR AIR UNIT JAN JT JANITOR JOINT BUILDING A04-02 DEMOLITION PLAN - LEVEL 04 ALT ALTERNATE INTERNATIONAL GATEWAY WEST LLC ELECTRICAL ENGINEER: ALUM ALUMINUM KIT KITCHEN 12201 TUKWILA INTL BLVD, FOURTH FLOOR TBD - Bidder Design Build by G.C. A04-05 DEMO REFLECTED CEILING PLAN - LEVEL 04 ANOD APPROX ANODIZED APPROXIMATE L LONG SEATTLE, WA 98168 TEL: (206) 281-8700 A10-02 FLOOR PLAN- LEVEL 04 �� i APT APARTMENT LAM LAMINATE, LAMINATED FAX: (206)2829951 Al 0-04 REFLECTED CEILING PLAN -LEVEL 04 ENLARGED DETAIL INDICATOR �� SECTION DETAIL INDICATOR ARCH AUTO ARCHITECT, ARCHITECTURAL AUTOMATIC LAU LAV LAUNDRY LAVATORY CONTACT: SARAH MARQUES FIRE / LIFE SAFETY ENGINEER: EMAIL:SARAHM@SABEY.COM TBD - Bidder Design Build by G.C. A13-01 INTERIOR FINISH PLAN - LEVEL 04 - -- XX xx xx AV AWP AUDIOVISUAL ACOUSTICAL WALLPANEL(S) LT LTG LIGHT LIGHTING GENERAL CONTRACTOR: A15-01 FURNITURE PLAN - LEVEL 04 FOR REFERENCE ONLY BB BULLETIN BOARD MAS MASONRY SABEY CONSTRUCTION A43-01 ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS A" A A BD BOARD MATL MATERIAL 12201 TUKWILA INTL BLVD, FOURTH FLOOR PLUMBING, MECHANICAL, ELECTRICAL, SEATTLE, WA 98168 A43-02 LEVEL 04 - ENLARGED KITCHEN XK BLDG BLKG BUILDING BLOCKING MAX MECH MAXIMUM MECHANICAL FIRE/EMERGENCY SYSTEM PERMITS TEL: (206) 281-8700 UNDER SEPERATE SUBMITTALS. A45-01 INTERIOR ELEVATIONS EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR BO BOT ERG BRZ BOTTOM OF BOTTOM BEARING BRONZE ZE MED MEMB MGT MEDIUM MEMBRANE MANAGEMENT ANINE FAX: (206) 282-9951 CONTACT., DOUG GARDNER EMAIL DOUGG@SABEY.COM ASO-01 ARCHITECTURAL WOODWORK DETAILS A50-02 ARCHITECTURAL WOODWORK DETAILS _ _ MATCH LINE Q BSMT BASEMENT MFL MAXIMUM FORESEEABLE LOSS A51-01 TYPICAL SUSPENDED CEILING DETAILS SEE XXIA-XXX BUR BUILT UP ROOFING MFR MANUFACTURE, MANUFACTURE MH MANHOLE A61-01 INTERIOR PARTITION TYPE CHARTS _ MATCH LINE INDICATOR DRAWING REVISION INDICATOR CAB CB CEM DER CG CABINET CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC CORNER GUARD MIN MISC MO MS MTD MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED A61-50 INTERIOR PARTITION DETAILS A62-01 DOOR SCHEDULE A64-01 INTERIOR FINISH SCHEDULE AND LEGEND PROJECT ADDRESS CH COAT HOOK MTL METAL CI CAST IRON MVBL MOVABLE CJ CONTROL JOINT C CL CASTPLACE CENTERLINE IN NIC NORTH NOT IN CONTRACT INTERGATE.EST, BUILDING B EXISTING COLUMN GRIDLINE INDICATOR ' NEW COLUMN GRIDLINE INDICATOR I CLG CEILING NO NUMBER 12201 TUKWILA INTERNATIONAL BLVD., SUITE 400NOM CLO CLR CMU CLOSET CLEAR CLEAN ETE NTS NOMINAL NOTTOSCALE TUKWILA, WA 98168 �J Y IbIN) VICINITY MAP _ EL XXX.XXE OC ON CENTER 1 I ,-- CO COL OUT, CASE OPENING CLEAN OUT, CASED OPENING COLUMN OH OD OVERHEAD OUTSIDE DIAMETER — - SEA7ILE r/ r COMM CONC COMMUNICATION CONCRETE OPNG OPENING DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR _ CONN CONSTR CONT CONNECTION, CONNECT CONSTRUCTION CONTINUOUS, CONTINUE OPP ORD OTS OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE £ ELL TT BAY 5 E XXXXX EQUIPMENT CORR CORRIDOR ROOM NAME X XXXXX FIXTURE INDICATOR CPT CSWK CTR CARPET CASEWORK CENTER PBD PPRDCST PARTICLEBOARD PANCAST SCOPE OF WORK 99 F XXXXX FURNITURE INDICATOR CU CUBIC ER DRAIN G XXXXX GRAPHICISIGNAGE INDICATOR D DEEP, DEPTH PERP PLAM PERPENDICULAR PLASTIC LAMINATE F Boeing °sr, Relit - - MISCELLANEOUS INDICATORS DEL DOUBLE PLAS PLASTER INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 400 ON FLOOR 4IN BUILDING 8, INTERGATE.EST ROOM INDICATOR DEMO DET DEMOLISH, DEMOLITION DETAIL PNL PNL PANEL CAMPUS. THE WORK INCLUDES NON-STRUCTURAL DEMOLITION, N�PARTITIONS, DOORS, CASEWORK NEW AND ARCHITECTURAL FINISHES. MECHANICAL, PLUMBING, � k 9' ______ (-X-X--) F XXXXXX DF DIA DRINKING FOUNTAIN DIAMETER PL PR PROPERTY LINE PAIR ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. DIAG DIAGONAL, DIAGRAM PRKG PARKING DIM DIMENSION PROP PROPERTY 99 (DOOR) OPENING INDICATOR FINISH INDICATOR DN DIVIDE, DIVISION PT PAINT, POINT, PRESSURE TREATED OMPF DAMPPROOF, DAMPPROOFING PTN PARTITION PROJECT SITE; Aadess Rood XX'-Xx" AFF ON DR DOWN DOOR, PRESSING ROOM R RADIUS, RISER 5.8oetng �✓ W DS DOWNSPOUT RCP REFLECTED CEILING PLAN DW DISHWASHER RD ROOF DRAIN, ROAD WINDOW INDICATOR CEILING HEIGHT INDICATOR DWG DWR AWINGREF DRAWER REF REINF REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING pa 5 ! WO�rlsh -- MATERIAL (PER FINISH LEGEND) E EAST READ REQUIRED INISH (PER FINISH LEGEND) EIFS EXTERIOR INSULATION AND REV REVISED, REVISION OOFING yyx 4HE,GHT FINISH SYSTEM EJ EX ANSON JOINT RM ROOM RO ROUGH OPENING 509 EL ELEC ELEVATION ELECTRIC, ELECTRICAL RT RIGHT CODE AND BUILDING INFORMATION 99 ELEV ELEVATOR S SOUTH, SPANDREL WALL TYPE INDICATOR CEILING HEIGHTIMATERIAUFINISH INDICATOR ENCL EP ENCLOSE, ENCLOSURE ELECTRIC PANEL SCWD SCHED SOLID CORE WOOD SCHEDULE PROJECT NAME: SABEY TENANT IMPROVEMENT X.X QFE MOUNTED TO WALL EQUIP ESCAL EQUIPMENT ESCALATOR SD SECT STORM DRAIN SECTION SITE ZONING: CLI-COMMERCIAL LIGHTINDUSTRIfL 518 Sea-Tac WITH BRACKET EXk EXHAUST SG SGL SAFETY GLASS SINGLE KING COUNTY ASSESSOR'S PARCEL NUMBERS: 0923049120 Intl A 405 '� Hart FED EXP EXPANSION, EXPOSED — IN WALL -MOUNTED EXIST EXISTING SHT SHEET (PROPERTY) LEGAL DESCRIPTION KEYNOTE CABINET FIRE EXTINGUISHERS FA FIR SHTHG S SPEC SPKLR SHEATHING SIMILAR SPECIFICATION SPRINKLER APPLICABLE CODES: BUILDING CODE: 2015INTERNATIONAL BUILDING CODE (WAC 51-50) FCIO FURNISHEDNISHED BYCONTRACTOR! INSTALLED BY OWNER SPKR SPEAKER (NON -RATED PARTITION) FD FLOOR DRAIN SO SQUARE MECFANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE (WAC 51-52) EXISTING TO REMAIN (SHOWN SHADED) — = (I -HOUR RATED PARTITION) FDC FIRE DEPARTMENT CONNECTION SS SST SERVICE SINK STAINLESS STEEL PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (WAC 51.56) PARCELS FDTN FOUNDATION STC SOUND TRANSMISSION CLASS (2-HOUR RATED PARTITION) FE FIRE EXTINGUISHER STD STL STANDARD STEEL ELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS COMMENCING AT POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE EAST, W.M., IN KING COUNTY, WASHINGTON THAT ISSOUTH 89°16'35°EAST,100.00FEET FROM THE NORTHESTCORNER OFTHE NORTHEAST QUARTER OFSAID SOUTHEAST QUARTER; o (3-HOUR RATED PARTITION) FEC FIRE EXTINGUISHER STOR STORAGE THENCE SOUTH 24°1TST EAST, 969.61 FEET TO THE EXISTING TO BE DEMOLISHED ( / CABINET STRUCT STRUCTURAL ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE {WAC 51.11C) TRUE POINT OF BEGINNING; (SHOWN DASHED] —.... (4-HOUR RATED PARTITION) FH FIRE HYDRANT SUSP SUSPENDED THENCE NORTH 65°46'OT EAST, 58.17 FEET; FHC FIRE HOSE CABINET T TREAD, TEMPERED FIRE CODE: 2015 INTERNATIONAL FIRE CODE (WAG 5154A) THENCE NORTH 63°32'48' EAST, 62.13 FEET; -� —� SMOKE BARRIER F-rrr- FIG FIGURE T&G TONGUE AND GROOVE THENCE SOUTH 22W'01' EAST, 21.44 FEET; FIN FINISH, FINISHED TEL TELEPHONE FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE NORTH THENCE NORTH 65°3O'25°EAST, 199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY N0.1 SR 99 SOUTH 118TH AST,19OVED ET TO API ( ) THENCESTREET SMOKE PARTITION FLEX FLEXIBLE TEMPERATURE, TEMPORARY __ _ _ ----- JCT NO, i NEW FUR FLUOR FLOOR,FLOORINGTEMP FLUORESCENT TER THK TERRAllO THICK, THICKNESS ACCESSIBILITY CODES: WASHINGTONSTATEACCESSIBILITYCODE(WAG51-5Oj REVISIONS THENCE FOLLOWING SAID ESTERLYRIGHT-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°44'5VWEST) THROUGH A CENTRALANGLE OF V16'31r A DISTANCE OF 62 42 FEET, FO FACE OF, FINISHED OPENING THENCE FOLLOWING SAID ESTERLYRIGHT-OF-WAY LINENORTH67°Ot'2i°ASTIO.00FEET; TYPE OFWORK PARTITIONS FDIC FP FURNISHED BYOWNERt INSTALLED BY CONTRACTOR fIREPROTECTION,fIREPROOF TO TSTAT TOP OF THERMOSTAT Nor.an;.e:snaUre^,aaetotnescope USE GROUP AND OCCUPANCY: of worn wnnout u, C' aCDroval of the NO CHANGE TO OCCUPANCY GROUP r ukwdaBuddmg0ws'on. THENCE FOLLOWING SAID ESTERLYRIGHT-OF-WAY LINE ALONG THE ARC OF A 2815.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BARS SOUTH 67°01'21°EST) THROUGH ACENTRAL ANGLE OF6°31'21%A DISTANCE OF 320.46 FEET; -- -. RCP SYMBOLS FR FRAME, FIRE RATED TV TYP TELEVISION TYPICAL OCCUPANCY: B(OFFICE) NOTE: Revisions willreoulreanewDian THENCE SOUTH73°32'42°WEST,16,58 61,96FEET-, THENCESOUTH71°35'S1°ESi,61.96FEET; FRMG FRT FRAMING FIRE RETARDANT TREATED S-2{PARKINGSTRUCTURE} submittal and may include additional plan review. THENCE NORTH 78°38'58°EST,7.83FEET; FT FTG FOOT, FEET FOOTING UIC U /C UNRN UNDER COUNTER UNDERGROUND UNFINISHED EXISTING TYPE OF CONSTRUCTION: TYPE 11-SPRINKLERED IN LIEU OF 1 HR CONSTRUCTION (OFFICE BUILDING) THENCE SOUTH 75°53'44' EST,106.07 FEET; THENCE NORTH 05°Oi'10° WEST, FEET; _ CEILING -MOUNTED HVAC DIFFUSERS ©® (SIZE AND TYPE PER FLIT WC FUTURE FIREICWALLCO HOSE CABINET UON UNLESS OTHERWISE NOTED OVER TYPE I - SPRINKLERED (PARKING STRUCTURE) THENCE SOUTH 82°22'27° EST, 58.16 FEET; 64.93 THENCE SOUTH63°55'24°EST,334.2FEET; 2'X2'FLUORESCENTLIGHT MECHANICAL DRAWINGS) FWC FABRIC WALL COVERING VERT VERTICAL NUMBER OF STORIES: THENCE NORTH 24°13'53' WEST, 334.22 FEET TO THE TRUE POINT OF BEGINNING. CEILING -MOUNTED FWp FABRIC WRAPPED PANEL(S) VEST VESTIBULE STORIES ABOVE GRADE PLANE: 4 OFFICE FLOORS (ALSO KNOWN IN NEW LOT B, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT N0. L98-0033, RECORDED UNDER RECORDING N0.9810059013, RECORDS OF KING COUNTY, WASHINGTON) 2'X4' FLUORESCENT LIGHT GA GAGE VNR VENEER STORIES BELOW GRADE PLANE: 2 PARKING LEVELS CEILING -MOUNTED 0 1'X4'FLUORESCENTLIGHT 0 GALV GEN GALVANIZED GENERAL, GENERATOR VR VWC VAPOR RETARDER VINYL WALLCOVERING SEI5MICDESIGNCATEGORY:,�,} CEILING -MOUNTED HVAC RETURNSIEXHAUSTS GFRC GLASS -FIBER W WEST, WIDESTRIP D I L-E O(HIDDEN) GENERAL NOTES $7 0 0 FLUORESCENT LIGHT (SIZE AND TYPE PER DRAWINGS) REINFORCED CONCRETE GLASS -FIBER W! W/o WITH WITHOUT o.GFRG PROPOSED AREA OF REMODEL:MECFANICAL Is sublect to errors ano (EXPOSED) CEILING -MOUNTED GFRP REINFORCED GYPSUM GLASS -FIBER WC WATER CLOSET, WALLCOVERING 2,000 SF OF PROJECTARA ON FLOOR 4 w approval proval of construction aocuments does E 1, DO NOT SCALE THE DRAWINGS. STRIP FLUORESCENT LIGHT CEILING -MOUNTED HVAC ITEMS REINFORCED PLASTIC WD WH WOOD WALLHYDRANT ih vlolatlon of any adopredWALL-MOUNTED EXISTING CORE AND SHELL FIRE RATINGS: Feta Copy and E GL GLASS WP WATHERPROOF, WATERPROOF, Recero proved OFFICE PARKING ddGYPBD 2. VERIFY FIELD CONDITIONS PRIOR 70 COMMENCEMENT OF ACH PORTION OF THE WORK. - STRIP FLUORESCENT LIGHT GYP GYPSUM GYPSUM BOARD WATERPROOFING, WORK POINT FLOOR CONSTRUCTION: N.R. 2HR O DOWNLIGHT WR WATER RESISTANT ROOF CONSTRUCTION: N.R. 2HRCrr 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BYALL. THE CONTRACTOR SHALL COORDINATE H HIGH WT WEIGHT STRUCTURAL FRAME: N.R. 3HR HB HOSE 8168 WWF WELDED WIRE FABRIC ELEVATORS: 1 HR 2 HR ctv of ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY ® ACCENT DOWNUGHT HCWD HOLLOW CORE WOOD DIVISION BUILDING DIV1SipN STAIRS: 1 HR 2 HR THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. CEILING -MOUNTED ACCESS PANEL HD HAND DRYER XFMR TRANSFORMER MECHANICAL SHAFTS: 1HR 2HR W WALL -WASHER DOWNLIGHT _ HDBD HARDBOARD 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS HOW HARDWARE INTERIOR FINISHES: OTHERWISE INDICATED. a SCONCE -TYPE (WALL -MOUNTED) LIGHT HDWD HM HARDWOOD HOLLOW METAL PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE HO HOLD OPEN MEANS OF EGRESS: LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE RECEIVED CEILING -MOUNTED EXIT LIGHT CEILING -MOUNTED FIRE SPRINKLER HORIZ HORIZONTAL SEE A-005- LIFE SAFETY PLAN OFTHE NARBYWALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED CITY OF TUKWILA HR HOUR OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. WALL -MOUNTED EXIT LIGHT HT HVAC HEIGHT HATING, VENTILATING, PARKING: 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE DEC 2 3 2019 AND AIR CONDITIONING NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE PROJECT. PARKING DEMANDS AS A RESULT OF COMMERCIAL CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL TI ARE MET BY EXISTING SITE PARKING FACILITIES. ALL ACCESSIBLE SITE FEATURES AND PARKING STALLS ARE PROVIDED BY THE REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY QUALIFIED PERMIT CENTER STANDARD LIGHT FIXTURES CEILING -MOUNTED SPEAKER BUILDING LANDLORD. PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIA INDICATED. SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED IT KARA M. ANDERSON STATE OF WASHINGTON SABE i p®`�' HE.A►DQUAR 1 E RS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical j Plumbing Gas Piping C ty of Tukwila BUILDING DIVISION Ev' Vlrc`�'ur=`J' FOB CODE CO,-PLIANCD ZPFk-OirLD JAN 22 2020 �of Tula BUILDING DIVISION MARK DATE I DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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 10 PROJECT NOTES - ------------- - DIVISION I - GENERAL CONDITIONS DIVISION IX - FINISHES H. REFERENCES 15800 - HEATING VENTILATING AND AIR CONDITIONING 01010 SUMMARY OF WORK 09250 GYPSUM DRYWALL AND METAL STUDS 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): - 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS B. C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. COMERCIAL OFFICE SUITE SHOWN IN THE PLANS. C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. D. C745 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD, 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR 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 RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SELECTIONS. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, LION. SYSTEMS. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE 09500 - CEILING SUSPENSION SYSTEMS. FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND BUILDING STRUCTURE, LION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. DIVISION XVI - ELECTRICAL DAMAGE AT THEIR OWN EXPENSE. 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 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S PLACEMENT. COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. REQUIREMENTS. 7. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, LION. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK, SUBMIT TO ARCHITECT THREE (3) FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. COPIES FOR APPROVAL. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH DRAWINGS, COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE FINAL FINISHING AS SPECIFIED. MANUFACTURER'S SPECIFICATION AND CODES. SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), 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 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC, ON BOTH 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. APPLIANCES. SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-01. ANCHOR AS LON. 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. REQUIRED. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: 6. GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 09530 -ACOUSTICAL TREATMENT A. SYSTEM DESCRIPTION: 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN INDICATED. THE STRUCTURAL DESIGN LOADS SPECIFIED. CIRCUIT' FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON, 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE REQUIREMENTS. 09650 - RESILIENT FLOORING COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. BUILDING SHELL STANDARD SPECIFICATIONS. 3. STRUCTURAL REQUIREMENTS: 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING DIVISION 11- SITE WORK A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. MANUFACTURER PER FINISH SCHEDULE. THE INSTALLATION OF TENANTS NEW FURNITURE. B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. 02050 - DEMOLITION 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 OCCUR % ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE AT ALL AREAS OF FLOOR MATERIAL TRANSITION. CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND B. CODE REQUIREMENTS: BY TENANTS VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. I. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART OF 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S CONNECTIONS AND WALL MOUNTED REQUIREMENTS. ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT EACH ASSEMBLY. WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER SPACES BELOW. 101. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES 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 STAINS PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY, MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. REMOVED. 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 C. MATERIALS: 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. SPECIFICATION LION. AND SHALL MEET OWNER'S GUIDELINES. 1, LIGHT GAGE METAL FRAMING ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. 09680 - CARPET 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". IN ACCORDANCE I 2. FIRE RATED PARTITION HEAD SYSTEMS: 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST A. RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). 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. B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. DIVISION VI -ARCHITECTURAL CARPENTRY AND CASEWORK 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION 06100 - ROUGH CARPENTRY 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW. 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. D. PARTITION FRAMING: 09900 - PAINTING AND STAIN THE TENANT BEFORE INSTALLATION. 06200 - FINISH CARPENTRY 1. RUNNERS: 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24INCHES O.C. AT CONCRETE FLOORS, USE COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER PRIOR TO INSTALLATION. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND OF PAINT COLORS AS INDICATED IN DRAWINGS. AND NOSINGS. CONDUIT WHICH MAY BE EMBEDDED IN CONCRETE FLOORS. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO B. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 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 DISCIPLINE. RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO (2) FINISH COATS. 06400 -ARCHITECTURAL WOODWORK AND CASEWORK CLEAR PARTITION. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON A COMMERCIAL GRADE CLEAR SATIN VARNISH. EXACT LOCATION WITH FURNITURE VENDOR. 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL 21. COORDINATE POWER/DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR DEFLECTION. SPECIFICATIONS MANUAL' (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-8 "CUSTOM" (2 COAT) ELEVATIONS, FINISHES & CASEWORK. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT.," THICK. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER, AND NOT MORE THAN 2 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL POWERIDATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, LION IN ELEVATIONS / DETAILS. SPECIFICATIONS MANUAL' (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) CASEWORK. 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 23, CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 16500 - LIGHTING 20-GAGE. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 6. SHELF EDGING TO BE VINYL. 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. 7- WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED DIVISION Vlll - DOORS AND WINDOWS AS THE ROOM UON. CODES AND REGULATIONS. 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE 08210 - WOOD DOORS EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. DIVISION XII - FURNISHINGS 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED LION. 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT 12500 - WINDOW TREATMENT AT ALL BOARD EDGES. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING LOCATED IN THE CENTER OF CEILING TILE, LION. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD MANAGEMENT. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO TO TOP RUNNER. 2. ALL INTERIOR RELITES TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. MEET LOCAL ENERGY CODE COMPLIANCE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 9. STUD BRIDGING: 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD 08710 - FINISH HARDWARE A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5'-0" ON DIVISION XV - MECHANICAL TO COMMENCEMENT OF WORK. 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR CENTER FOR THE FULL HEIGHT OF THE PARTITION. HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH 15500 - FIRE PROTECTION 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. RIGID FACING MATERIAL STOPPING T-W OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. PARTITIONS, OCCUPANCY SENSORS, PER CODE. EACH 5'-W OF EXPOSED STUDS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) DISABILITIES ACT. B. LIFE SAFETY EQUIPMENT. KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. NUMBERS, 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY D. LIGHT FIXTURE SPECIFICATIONS F. BACKING: APPLICABLE LOCAL CODES AND LAWS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING 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 OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND EXTINGUISHER WITH SQUEEZE -'TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 41NCH WIDE 16 GAGE STEEL GAUGE. PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, LION. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: nECEIVED 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, CITY OF TUIC!'4`tLA 08810 - GLASS INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR B. PRESSURE REQUIREMENTS. LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. C. SPRINKLER HEAD SPECIFICATIONS. DEC 2 3 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, LION. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 2019 G. INSTALLATION TOLERANCES: 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR PERMIT.CENTER SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING 1, INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY REVIEW AND APPROVAL PRIOR TO INSTALLATION. SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY DIRECTION. SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2. LOCATE ASSEMBLIES WITHIN 114INCH OF REQUIRED LOCATIONS. , SABEY Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED C T CT KARA M. AN E SON STATE OF WASHINGTON SABE:Y HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 R EVli_Ij,'VEDl FOR CODE- C01"F=LIANCE ROVLD JAN 22 2020 City of Tukwila BUILDING DIVISION MARK DATE DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. NOTES AND SPECIFICATIONS 1 2 3 4 5 6 7 9 10 IF M D C AN t A INTERGATEMEST SITE PLAN 1/64" = V-0" I > TUKWILA INTERNATIONAL BLVD. SITE DATA LEGAL DESCRIPTION ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL PARCEL NUMBER: 0923049120 AREA. 559,465 80. FT. PARCEL B BUILDING AREA: COMMENCING ATA POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, BLDG A 99,346 SQ. FT. W.ft, IN KING COUNTY, WASHINGTON THAT IS SOUTH 89'16'35' EAST, 100.00 FEET FROM THE NORTHWEST CORNER OF THE BLDG B: 73,087 SQ, FT. NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; BLDG C: 72,731 SQ, FT. THENCE SOUTH 24'13'53'EAST, 969.61 FEET TO THE TRUE POINTOF BEGINNING; THENCE NORTH 65'46'07'EAST, 58.17 FEET, TOTAL: 245,164 SQ. FT. THENCE NORTH 63*3248- EAST, 62.13 FEET, THENCE SOUTH 2247'01' EAST, 21.44 FEET; SESMIC ZONE: 3 THENCE NORTH 65'30'25' EAST, 199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. I SR 99) SOUTH I 18TH STREET TO JCT SSH NO. l-K APPROVED JULY 23,1957 ' PARKING REQUIRED: OFFICE = 2.511000SF = 613 STALLS THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THEARC OF A 2,805.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 65-44-51' WEST) THROUGH A CENTRAL ANGLE OF 1-16'3V A DISTANCE OF 62.42 PARKING PROVIDED: 757 STALLS (3.09/1000SF) FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 67'01'21'EAST 10,00 FEET; THENCE FOLLOW NG 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 6'3121', A DISTANCE OF 320.46 FEET; THENCE SOUTH 73'3242' WEST, 16.58 FEET, THENCE SOUTH 71'35'51 - WEST, 61.96 FEET, THENCE NORTH 783858'WEST, 7.83 FEET, THENCE SOUTH 75*53'44- WEST, 106.07 FEET; THENCE NORTH 05'01'10'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 NO. 9810059013, RECORDS OF KING COUNTY, WASHINGTON) RECEIVED CITY OF TUKWILA DEC 2 3 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corm 6194 REGISTERED A H TECT KARA M. ANDERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 RE V i F'-VVD FOR CODE CO"'FLIANCE APFROVLD JAN 22 2020 City of Tukwila BUILDING DIVISION MARK I DATE F --- DESCRIPTION PROGRESS DATE: 12120/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written Material appearing herein constitute the original and unpublished work of the Salbey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. SITE PLAN I 1 2 3 4 5 6 7 8 9 10 F E D B LEVEL 04 LIFE SAF 1/8" =1'-0" A 3 4 LIFE SAFETY LEGEND — — — — INDICATES PATH OF TRAVEL TRAVEL DISTANCE START POINT COMMON PATH OF TRAVEL INTERSECTION ## EXIT AND LOAD OCCUPANCY B XXXX FLOOR AREA (SF) XXX XX OCCUPANTLOAD LOAD FACTOR PER IBC 1004.1.2 (DE EXISTING EXIT SIGN ON NEW EXIT SIGN ®T EXIT SIGN WITH DIRECTIONAL ARROW 'PE EXISTING EXIT SIGN TO BE REMOVED R OCCUPANCY CALCULATIONS B - OFFICE 2,251 SF/100 SF PER OCCUPANT = 22 OCCUPANTS SUITE 400 TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE 14,332SF TOTAL OCCUPANCY 143OCCUPANTS NUMBER OF EXITS REQUIRED 2 NUMBER OF EXITS PROVIDED 2 OCCUPANT LOAD PER EXIT 71 REQUIRED EXIT WIDTH' 71 x .2 =15' EXIT DOOR WIDTH PROVIDED T-9-(32" CLEAR) `NOTE: MINIMUM EXIT WIDTH PROVIDED SHALL BE 32" I E 1 ELEC. CODE ANALYSIS TYPE OF CONSTRUCTION: TYPE II - SPRINKLERED (IN LIEU OF 1-HOUR CONSTRUCTION) OCCUPANCY CLASSIFICATION: B OCCUPANCY (OFFICE) EXITING REQUIREMENTS: OCCUPANT LOAD FACTOR (20151BC TABLE 1004.1.2) BUSINESS AREAS (WITH SPRINKLER PROTECTION) :100 GROSS EGRESS WIDTH PER OCCUPANT: (EXISTING CONDITIONS) USE (SPRINKLERED) STAIRWAYS (INCH/OCCUPANT) OTHER EGRESS COMPONENTS (INCHIOCCUPANT) BOCCUPANCY 0.3 0.2 TRAVEL DISTANCES: 1. MAXIMUM ALLOWED DEAD END CORRIDOR LENGTH: 5U-0" (IBC 1018.4, EXEMPTION 2) 2. MAXIMUM ALLOWED COMMON PATH OF EGRESS TRAVEL:100'-0" (IBC TABLE 1014.3) 3. MAXIMUM ALLOWED EXITACCESS TRAVEL DISTANCE: 300'-0" (IBC TABLE 1016.2) EXITOR EXITACCESS DOORWAY ARRANGEMENTS (IBC 1015.2.1, EXCEPTION 2) MORE THAN 113 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 ®�E rN��' PLAN�7 RECEIVED CITY OF TUKWILA DEC 2 3 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd -4th Floor Seattle, WA 98168 206.281.8700 sabey.com \1\94 V REGISTERED ft o rn. KARA M. ANDERSO STATE OF WASHINUON SAEEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA98168 R E ViEVVED FOR CODE CO%`i LIANCE APF-a,OVi_D JAN 22 2020 City of Tukwila BUILDING DIVISION MARK DATE DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. LIFE SAFETY PLAN M�= 1 2 3 4 5 6 7 8 9 10 F E D B A DEMOLITION GENERAL NOTES 1. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS 9. DO NOT CUT ANY STRUCTURAL WORK WITHOUT PRIOR APPROVAL WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. VERIFY THESE FROM STRUCTURAL ENGINEER. DRAWINGS WITH EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF INCONSISTENCIES BETWEEN THEM AND 10. NOTIFY THE ARCHITECT IMMEDIATELY IF THE REMOVAL OF ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS OR COMPONENTS WILL ADVERSELY AFFECT THE OPERATION OF MEP SYSTEMS OUTSIDE 2. REPAIR ANY DAMAGED FIRE -RATED ASSEMBLIES TO THEIR ORIGINAL THE LIMIT OF DEMOLITION. SPECIFICATIONS, UNO. 11. SCHEDULE ALL DEMOLITION WITH THE OWNER. 3. REMOVE CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES FINISHES AND MECHANICAL, PLUMBING AND ELECTRICAL 12. DEMOLITION TO INCLUDE REMOVAL OF ALL EXISTING CEILINGS SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CASEWORK, WINDOWS INCLUDING ACT CEILING GRID & PANELS, AND EXISTING LIGHT FRAMES, ALL GYP SURROUNDING COLUMNS, AND OTHER FIXTURES AS FIXTURES. REQUIRED. AFTER REMOVAL OF PIPE CHASES, PATCH HOLES IN FLOORS OR WALLS TO REMAIN TO MEET ORIGINAL FIRE PROTECTION AND 13, REMOVE ALL EXISTING PRIVACY FILM AT INTERIOR GLAZING, STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, FLOORS, AND DECK, AND PREPARE SURFACES TO RECEIVE NEW FINISHES PER FINISH 14, SALVAGE ALL DEMO'D DOORS TO REUSE. SCHEDULE OR PER INTERIOR FINISH PLANS. 15. SALVAGE ALL DEMO'D CARPET FOR REUSE. 4. COORDINATE WITH THE OWNER ANY ITEMS TO BE STORED AND/OR RELOCATED, 16. ALL EXISTING LIGHTING, SPRINKLER HEADS, AND MECHANICAL THAT CONFLICT WITH PLACEMENT OF NEW WALLS TO BE 5. WHERE NEW FINISHES ARE TO BE INSTALLED ON TO REMAINING RELOCATED AND COORDINATED. SURFACES, REMOVE THE EXISTING FINISH AND PREPARE THE EXISTING SURFACE TO RECEIVE THE NEW FINISH. 17. SALVAGE ALL DEMOLISHED RAISED FLOORING FOR REUSE. 6. VERIFY THE CONSTRUCTION OF WALLS WITHIN THE AREA OF RENOVATION (SMOKE COMPARTMENT) MEETS THE FIRE PROTECTION RATINGS DESIGNATED ON THE LIFE SAFETY PLANS. MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO BRING WALLS, DOORS, DUCTS, ETC. UP TO THE PROPER FIRE PROTECTION RATING. DOORS AND/OR FRAMES SHALL HAVE THE PROPER LABELING. 7. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND AS SET FORTH BY ALL GOVERNING AUTHORITIES, 8. BRACE ALL STRUCTURES OR STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. I a_ 5 a I ( I (6 )TYP. IL I I I - - I DEMOLITION LEGEND CONSTRUCTION TO REMAIN CONSTRUCTION TO BE REMOVED - - CEILING TILE AND GRID TO BE REMOVED FLOOR, WALL AND CEILING FINISHES ONLY, TO BE REMOVED WITHIN AREA INDICATED DEMOLITION NOTES BY NUMBER `J DEMOLISH EXISTING WALLS PER PLAN. PATCH AND REPAIR AS NEEDED. OZ FLOOR, WALL, AND CEILING FINISHES TO BE DEMOLISHED. OFLOOR, WALL FINISHES AND CASEWORK TO BE REMOVED. PATCH AND REPAIR AS NEEDED. ®FILL WALL AT MONITOR AND CREDENZA CUT OUTS. PATCH AND REPAIR TO ALIGN WITH EXISTING WALL. REMOVE GLASS SHELVING BUT MAINTAIN CUT OUT AT THIS AREA. OEXISTING CASEWORK TO BE REMOVED. © EXISTING FILM TO BE REMOVED FROM OFFICE AND CONF. ROOM WINDOWS. TYP. THROUGHOUT THE OFFICE. nECEIVED O EXISTING DOOR TO BE REUSED. CITY OF TUKWILA ILA ® REMOVE ICE MAKER AT THIS LOCATION. DEC 23 2019 PERMIT CENTER OFLOOR, WALL TILES, CASEWORK, AND FIXTURES TO BE DEMOLISHED. SABEY Architecture 12201 Tukwila Int' Blvd -4th Floor Seattle, WA 98168 206.281.8700 sabey.com V___6194 REGISTERED -ARCHITECT KARA M. ANDERSON STATE OF WASHINGTON SABE.Y HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 400 TUKWILA, WA 98168 CCD CC`l:'!7 !ANCE {-':t` p-ii-, ' LD WH 22 2G20 City of 'Tukwila BUILDING DIVISION MARK I DATE DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. 1 2 3 4 5 6 7 8 9 10 D I C I A I C, LEVEL 04 D 1/81,=1'-0" 1. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS 9. DO NOT CUT ANY STRUCTURAL WORK WITHOUT PRIOR APPROVAL WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. VERIFY THESE FROM STRUCTURAL ENGINEER. DRAWINGS WITH EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF INCONSISTENCIES BETWEEN THEM AND 10. NOTIFY THE ARCHITECT IMMEDIATELY IF THE REMOVAL OF ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS OR COMPONENTS WILL ADVERSELY AFFECT THE OPERATION OF MEP SYSTEMS OUTSIDE 2. REPAIRANY DAMAGED FIRE -RATED ASSEMBLIES TO THEIR ORIGINAL THE LIMIT OF DEMOLITION. SPECIFICATIONS, UNO. 11, SCHEDULE ALL DEMOLITION WITH THE OWNER. 3. REMOVE CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES FINISHES AND MECHANICAL, PLUMBING AND ELECTRICAL 12. DEMOLITION TO INCLUDE REMOVAL OF ALL EXISTING CEILINGS SYSTEMS CONTAINED THEREIN, REMOVE DOORS, CASEWORK, WINDOWS INCLUDING ACT CEILING GRID & PANELS, AND EXISTING LIGHT FRAMES, ALL GYP SURROUNDING COLUMNS, AND OTHER FIXTURES AS FIXTURES. REQUIRED, AFTER REMOVAL OF PIPE CHASES, PATCH HOLES IN FLOORS OR WALLS TO REMAIN TO MEET ORIGINAL FIRE PROTECTION AND 13. REMOVE ALL EXISTING PRIVACY FILM AT INTERIOR GLAZING. STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, FLOORS, AND DECK, AND PREPARE SURFACES TO RECEIVE NEW FINISHES PER FINISH 14. SALVAGE ALL DEMO'D DOORS TO REUSE. SCHEDULE OR PER INTERIOR FINISH PLANS. 15, SALVAGE ALL DEMO'D CARPET FOR REUSE. 4. COORDINATE WITH THE OWNER ANY ITEMS TO BE STORED AND/OR RELOCATED. 16. ALL EXISTING LIGHTING, SPRINKLER HEADS, AND MECHANICAL THAT CONFLICT WITH PLACEMENT OF NEW WALLS TO BE 5. WHERE NEW FINISHES ARE TO BE INSTALLED ON TO REMAINING RELOCATED AND COORDINATED. SURFACES, REMOVE THE EXISTING FINISH AND PREPARE THE EXISTING SURFACE TO RECEIVE THE NEW FINISH. 17. SALVAGE ALL DEMOLISHED RAISED FLOORING FOR REUSE. 6. VERIFY THE CONSTRUCTION OF WALLS WITHIN THE AREA OF RENOVATION (SMOKE COMPARTMENT) MEETS THE FIRE PROTECTION RATINGS DESIGNATED ON THE LIFE SAFETY PLANS. MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO BRING WALLS, DOORS, DUCTS, ETC. UP TO THE PROPER FIRE PROTECTION RATING. DOORS AND/OR FRAMES SHALL HAVE THE PROPER LABELING, 7. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND AS SET FORTH BY ALL GOVERNING AUTHORITIES. 8. BRACE ALL STRUCTURES OR STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. C C / 1 1 O 4 ✓3 I CCJ �' I I III I I DEMOLITION LEGEND CONSTRUCTION TO REMAIN CONSTRUCTION TO BE REMOVED — — — — CEILING TILE AND GRID TO BE REMOVED FLOOR, WALL AND CEILING FINISHES ONLY, TO BE REMOVED WITHIN AREA INDICATED DEMOLITION NOTES BY NUMBER OCEILINGS AND FIXTURES TO BE REMOVED AT THIS LOCATION. OCEILING TO REMAIN, PAINT AND PATCH GYP TO RECEIVE NEW FIXTURES. OALL EXISTING TRACK LIGHTING TO BE REMOVED IN THIS AREA. ®CEILING TO REMAIN, REMOVE HALLWAY TRACK LIGHTS. PATCH AND PAINT TO RECEIVE NEW LIGHT FIXTURES, QREMOVE EXISTING LIGHT FIXTURES. REPLACE DAMAGED TILES. nECEIVEn 9,ITY OF T UKWI .A © ALL EXISTING CEILING LIGHTING TO BE REMOVED IN THIS AR - DEC 2 3 2019 PERM"EVTER SABEY Architecture 12201 Tukwila Int' Blvd -4th Floor Seattle, WA 98168 206281.8700 sabey.com 6194 REGISTERED 1111 �� ARCHITECT KARA M. ANDERSON STATE OF WASHINGTON SABE.Y HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 400 TUKWILA, WA98168 F'-<IB"'t aw6 tt�i�rJ JA,'4 22 WO City of Tukwila BUILMNIG DIVISION MARK I DATE DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. DEMO REFLECTED CEILING PLAN - LEVEL 04 z 1 2 3 4 5 6 7 8 9 10 F E D C B A LEVEL 04 FLOOR P 1/8" =1'-0" FLOOR . PLAN GENERALNOTES 1. REFER TO SHEET AOO-01 FOR ADDITIONAL GENERAL NOTES. 2. PARTITION TYPES ARE SCHEDULED IN THE A61 SERIES. 3. PARTITION TYPES LABEL AB TO BE ALLSTEEL, BEYOND LOW PROFILE WALL SYSTEM, COORDINATE DIMENSIONS AND MATERIALS WITH C01 SUSAN RUDD. 4. SEE A43 SERIES FOR PLUMBING LAYOUTS AND TYPICAL MOUNTING HEIGHTS OF PLUMBING FIXTURES AND TOILET ACCESSORIES. 5 FLOOR PLAN LEGEND 301A A11 EXISTING PARTITION TO REMAIN NEW PARTITION DOOR TAG REF: A62-OX SERIES FOR DOOR SCHEDULE. PARTITION TAG REF: A61-OX SERIES FOR CHARTS FLOOR PLAN NOTES BY NUMBER INSTALL 114" CLARUS WALL2WALL TEMPERED SAFETY WRITING GLASS TO NEW DRYWALL OPROVIDE FAUCET FOR BUBBLY AND STILL WATER INFILL EXISTING WALL TO MATCH ® GRAPHIC PANELS TO REMAIN OBUILD NEW BOOKSHELF nECERIED CITY OF i uj1 N ILA► s PROVIDE AN OPENING IN THE COUNTER FOR THE NEW CAMEO ESPRESSO MACHINE PER SPECIFICATIONS DEC 2 3 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281-8700 sabey.com 94 REGISTERED ARCHITECT KARA M. ANDERSON STATE OF WASHING ON SASEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT"L BLVD, SUITE 400 TUKWILA, WA 98168 co CG ' _ P'NiCc Jr'';d 22 20 City of Tukwila II.Di�!C DiVIuiCIV MAR TION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. FLOOR PLAN- LEVEL 04 F E D C B A ;5 4 0 b 1 0 ILI 2 3 4 5 6 M 5-1 0 — — ------- - 3- 9 1/2" 0 L L d -- L — - ----- TVEL04 REFLECTED CEILING PLAN 11-0. RCP GENERAL NOTES 1. CEILING MOUNTED FIXTURES SHOWN ON THESE PLANS ARE DUPLICATED ON THE MECHANICAL AND ELECTRICAL AND LIGHTING DRAWINGS. REPORT ANY OMISSIONS OR INCONSISTENCIES TO THE ARCHITECT. 2. SPRINKLERS: MAINTAIN 18'MINIMUM VERTICAL CLEARANCE BETWEEN THE BOTTOM OF SPRINKLER HEADS AND THE TOP OF ANY STORAGE, FILES, SHELVING, LOCKERS, OR OTHER ITEM THAN MAY BLOCK OR OBSCURE THE SPRINKLERS ACTION. 3. SMALLER ELECTRICAL FIXTURES ARE NOT SHOWN ON THESE DRAWINGS. SEE ELECTRICAL AND LIGHTING PLAN DRAWINGS FOR THE LOCATION OF THESE ITEMS INCLUDING BUT NOT LIMITED TO: CEILING MOUNTED SMOKE DETECTORS, SPEAKERS, EXIT SIGNAGE, FIRE ALARM DEVICES. 4. ADDITIONAL DIMENSIONS ARE SHOWN ON LARGE SCALE PLANS, SECTIONS, ELEVATIONS, AND DETAILS. 5. FURRED DOWN SOFFITS ALIGN WITH FULL HEIGHT CABINETS SEE INTERIOR ELEVATIONS (A45 SERIES) FOR ADDITIONAL INFORMATION 6. ACCESS PANELS: COORDINATE LOCATION WITH ACTUAL LOCATION OF UTILITY VALVES AND ABOVE CEILING ITEMS REQUIRING POST OCCUPANCY ACCESS. SELECT FIRE RATING OF PANEL TO MATCH THE RATING OF THE CEILING. 7. LOCATE SUPPLY, DRAIN AND VENT PIPING AS REQUIRED TO MAINTAIN SCHEDULED CEILING HEIGHTS. 8. PAINT ALL EXPOSED STRUCTURE AND STRUCTURE ABOVE ACP-2 AT LEVEL 2 PT-1 (WHITE). 9. ALL EXISTING LIGHTING, SPRINKLER HEADS, AND MECHANICAL THAT CONFLICT WITH PLACEMENT OF NEW WALLS TO BE RELOCATED AND COORDINATED, RCP LEGEND ^Sim CEILING DETAIL/ SECTION TAG -Y' AFF_ CEILING HEIGHT DESIGNATION PER AREA, WHERE NO HEIGHT IS DESIGNATED, ASSUME 9'-0- F77777] GYPSUM BOARD CEILING SUSPENDED ACOUSTIC CEILING PANEL 2'X 2' SUSPENDED ACOUSTIC CEILING PANEL T X 8' !j WOOD SLAT CEILING EXP EXPOSED STRUCTURE RCP NOTES BY NUMBER PROVIDE WS-1 AT INTERIOR SIDE OF WINDOWS. REPLACE EXISTING LIGHT BULBS TO MATCH COLOR TEMPERATURE OF NEW LIGHT FIXTURES, LIGHT FIXTURE LEGEND TAGLIGHTLIGHT FIXTURE DESCRIPTION LA 2" RECESSED DOWN LIGHT {TYPE A) LB RECESSED LINEAR DOWNLIGHT (TYPE B) UD CYLINDRICAL PENDANT (TYPE D) LE WALL MOUNTED SCONCE (TYPE E) LF DNOPOINT PENDANT (TYPE F) LG DECORATIVE PENDANT (1-2 ENTRY) (TYPE G) DECORATIVE PENDANT (1-2 KITCHEN) (TYPE H) _UH U DECORATIVE PENDANT (1-2 HUDDLE) (TYPE 1) U DECORATIVEPENDANT(1-2 CONFERENCE) (TYPE J) LK DECORATIVE PENDANT (1-4 RECEPTION) (TYPE K) - ----------- - ---1 F--1 nECEIVED CITY OF TUKXVILA DEC 2 3 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila v - 4th Floor Seattle, WA 98168 206.281.8700 sabey.conn 6194 REGISTERED "C ARC 'TECT I M. KARA M. ANDERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 cc[,:: :,L!ANCF AlPi-t�3%;LD City of Tukwila BUILD;N`G DIVISION I MARK DATE DESCRIPTION PROGRESS DATE: 12120/19 DRAWN BY: AK CHECKED BY: TS 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 mitten consent of the Sabey Corporation. REFLECTED CEILING PLAN - LEVEL 04 A -1 1 2 3 4 5 6 7 8 9 10 F E D C B A _EVEL 04 F 1 /8" =1'-0" 4 A R ------=------ EXIS-11tWO-1 ...._._.. WD-1 mot'- EXIST 1 INTERIOR FINISH PLAN LEGEND ROOM FINISH TAG ROOM NAME NUMBER XXX WALL FINISH XXX WALL BASE FINISH XXX FLOORFINISH O ACCENT FINISH TAG (THIS TAG OVERRIDES THE "ROM FINISH TAG") ® KEYNOTE ETR --i= XXX MATERIAL TRANSITION TAG MATERIAL PATTERN DIRECTION — - - — MATERIAL SEAM INTERIOR FINISH PLAN GENERAL NOTES REFER TO INTERIOR FINISH LEGEND A64-01 FOR FINISH MANUFACTURER AND COLOR INFORMATION. REFER TO INTERIOR FINISH PLANS A13-01 FOR FINISH LOCATIONS. FLOOR: 1. TRANSITION ALL FLOOR FINISHES AT CENTERLINE OF CLOSED DOOR. 2. METAL TRANSITION AND TRIM FINISH: BLACK WALL/CEILING: 1. PAINT ALL WALL AND CEILING ACCESS PANELS TO MATCH ADJACENT SURFACE COLOR, UNO. 2. PAINT ALL FURRED DOWN CEILINGS AND WALLS TO MATCH ADJACENT WALLS AND CEILINGS, UNO. ALL GYP CEILINGS TO BE PAINTED PT-1, MATTE FINISH, UNO. DOORSNYINDOWS: 1. REFER TO A62-01 FOR DOOR SCHEDULE, FINISHES, TYPES AND DETAILS 2. ALL STOREFRONT FRAMES AND DOORS TO BE ANODIZED BLACK MILLWORK: 1. SEE FINISH PLAN FOR ALL MILLWORK FINISHES 2. SEE SHEET A50-01 FOR MILLWORK DETAILS AND LEGENDS ACCESSORIES: 1. ALL FIRE EXTINGUISHER CABINETS TO BE STAINLESS STEEL PAINT FINISH: MATTE FINISH CEILINGS EGGSHELL FINISH WALLS GLOSS FINISH BASE, TRIM, DOORS, HANDRAILS nECEIVED CITY OF ii KWILA DEC 2 3 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd -4th Floor Seattle, WA 98168 206.281.8700 sabey.com �6194 REGISTERED AR HITECT KARA M. ANDERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 CCDc CG'''i_�",f'dCe J%1122 2520 City of Tulwila BUILDfN IG DIVISION MARK DATE T, DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. INTERIOR FINISH PLAN - LEVEL 04 a- 1 2 3 4 5 6 7 8 9 10 F E D Q LEVE 1 /i =1'-01, B A 3 4 {{f�f 6e v.w J.. j MKTINGD�{ NKTINGE t ( { - -f -- FLA ,I PRO TY MGMT3y PROPERTY ROOT j {, �I _ W - GINTERNS fKINGF i - _ (T 1 a IEI 7 8 6 I I ACCOUNTING 1 1r •: .X3'.' tX' :SC�t J—A . A ILLCNTNGJ ACCTB ACCT. r ACCTC A „ nz \ D ACCOUNTING2 � J I TE _ sa li _ I �1�" ? + Ts �I n•• 3 I 'IC�R '.. IT LAB — � I r'; r` (il,I ° ACCOUNTING I :)I r f eR2_ �- 1 IJ EQUIPI.ENT I 1 I!! 111 � ACCT F I� r �� ".,I ACCTE h�l� J I'i [r` I �K F % fl ^ `?' r I _7 µAT __ HUDDLE � L "_---. _.._..--__ __-\ ! I �v �.-_J .. _ El- PAYROLLA , - TH AGO HRi B � � _ - r L f i I l ) T W i I _ I j I ' _. SHAREn STORAGE c_.. --.: -.�� e -, ._-f. - R - _•`y'-ti_12 _12 ....II:._. k-1 ARCHITECTURALAI., CHI T RA aR T NaARCHITECTURA-C ARTEC U L ,�,�,CONST UC 0 L[ ST RG _ — "'� 3: CONETRUCTIONC T NO 'a. _ ji I �" , -+,, LEGALB _- I' '.,'' HO))>LING 1 - : r, I .! S `.i , I f �! J r, __`- ACCT }(III NSTRUCTIONEI (PROPERTY M"MTA y CONS RUCTO CO _ -,� `+ PROPERTY ' MAIL CONSTRUCTIO, F PROPERT n1GMT e PROPERTY MGMT 0 ..-... _ -. &3'� I � i I i '• __. _.—_.__ -__-_� k_._.—_ — —\ J CONSTRUCT( NA C ,�- I � ceNs uc lo} a � .________I�--'--_I�...®.. 1 _. __-133"---- FI II I � ARCHITECTURAL r 1 EX EX EX EX s I T - - \I — Ex �1 EXEC - EX EX LEGALA LI L C1 ExEOt -- __ ___-__ __-_-__ _ _ ____ �CONsraucnoN z T CONSTRUCTI-- IExec z�EX EX EX EX °4E s r - C- 1 LEGAL I LEGAL 2 Ili :�- / ur Ill. �- _--- _ _- � -• �.i : CONSTRUCTION I J+t I 11 FL - -- -- - - -__ - Y FURNITURE PLAN GENERAL NOTES 1. FURNITURE SHOWN FOR REFERENCE AND COORDINATION PURPOSES ONLY. 2. FURNITURE DEALER TO MAINTAIN REQUIRED CLEARANCES AT ALL EGRESS PATHS. 3. FIELD VERIFICATION REQUIRED FOR FINAL LAYOUTS PRIOR TO INSTALLATION. 5 FURNITURE PLAN LEGEND riNEW FURNITURE (OF01) EXISTING FURNITURE (OF01) FURNITURE PLAN MOUNTING HEIGHTS COORDINATE CHAIR AND BRACKET LOCATION WITH ACCESSORIES MOUNTED TO BACK SIDE OF DOOR a o � F o Ou Y no - � O U BATTERY MARKER BOARD FOLDING CHAIR CLOCK TACK BOARD WALL BRACKET a = w_ MAGAZINE RACK - MR CHART LITERATURE RACK- LR FURNITURE PLAN NOTES BY NUMBER RECEIVEt) CITY OF TUKWILA O <<< Indicates Sheet Keynote on Plan DEC 23 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED rn R HITECT KARA M. ANDERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 CCiCn. Cu �i:, d:,E J„E122 K2 0 City of Tukwila BUILDi�XG DIVIGICIN MARK DATE DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. FURNITURE PLAN - LEVEL 04 FOR REFERENCE ONLY Al ® I 1 2 60" TYR . TVP. (14} F 6 9 MRESTROOM (15 406 / 4 (10 5 24" 0 fi E C no A LEVEL 04 ENLARGED PLAN - RESTROOMS 1 1/4" = V-O" X X Co 03 LEVEL 04 FINISH PLAN - RESTROOMS 1/4" -0-0„ O „ ,i IQ , ,_ 1 PLASTIC LAMINATE CLAD DRAWERS :LAMINE TYPICAL n� nvicnlORSURFACES (UREA -FORMALDEHYDE FREE) 3 4 6 6 MRESTROOM WRESTRO M : EXIST GYP BD -EXIST GYP BD A 3 11) ) .. 177TY` 4. M 27" 2 LEVEL 04 ENLARGED RCP - RESTROOMS 1/4" = V-0" 13) T 2 PT-1 SS-1 - WV-1 �*vSi M�>sT KNEE C:LCy4r<rWYCJ1—, n L4 MENS RESTROOM 1/4" =1'-0" _T 2 PROVIDE SS-1 SHELF AND SINK PANEL MOO maxi t<Ncr L4 WOMENS RESTROOM PROVIDE SS-1 SHELF AND SINK PANEL Finish Schedule TYPICAL KEY NAME DESCRIPTION MANUFACTURER SIZE STYLE LOCATION COMMENTS PAINT PT-1 GENERAL PAINT BENJAMIN CLOUD WHITE 967- EGGSHELL I GENERAL WALLS MOORE SOLID SURFACE SS-1 QUARTZ CAESERSTONE ]4���E COUNTERTOPS COUNTERTOP TII F T-2 WALL TILE WALKER 16X32 DEEP BLUE CHEVRON 4D BATHROOM ZANGER WALLS T-4 FLOOR TILE EUROWEST 30" X 30" ARIOSTEA ULTRA ICEMENITI- BATHROOM IRON FLOORING IN11�'9�'JT1:♦f SSI[�lpl PL-3 TOILET PARTITION GLOBAL ULTIMA PRIVACY TOILET BATHROOM PARTITIONS PARTITIONS, LAMINART, #3056-VT, MYSTIC WOOD LIGHT FIXTURE LEGEND TAG LIGHT FIXTURE DESCRIPTION LA 2" RECESSED DOWN LIGHT (TYPE A) LC I RECESSED LINEAR WALL SLOT (TYPE C) LE IWALL MOUNTED SCONCE (TYPE E) 7 GENERALPLUMBING LAYOUTS 1. DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM IN RELATIONSHIP TO ACCESSIBILITY ARE ABSOLUTE. 2. WHEN A SPECIFIC RANGE IS GIVEN FOR AN ACCESSIBLE LENGTH OR HEIGHT; TOLERANCES ARE NOT ALLOWED. 3. REFER TO A50-01 FOR ARCHITECTURAL WOODWORK DETAILS AT ACCESSIBLE SINKS AND LAVATORIES. 4. THE TOP OF ACCESSIBLE TOILET FIXTURE SEATS SHALL BE 18" AFF. 5. CENTER VANITY MIRRORS AND LIGHT FIXTURES OVER THE LAVATORY. 6. DIMENSIONS ARE TO THE FACE OF FINISH OF THE WALL, UNO. 7. SOAP DISPENSERS TO BE OWNER FURNISHED, OWNER INSTALLED. 8. THE SPACE BETWEEN THE GRAB BAR AND WALL AND PROJECTING OBJECTS BELOW AND AT ENDS SHALL BE 1 112" MIN. THE SPACE BETWEEN GRAB BARS AND PROJECTING OBJECTS ABOVE SHALL BE 12" MIN EXCEPT FOR SHOWER CONTROLS, SHOWER FITTINGS AND OTHER GRAB BARS. THESE SHALL BE 1-1/2"MIN. GRAB BARS SHALL BE ONE AND ONE-HALF INCHES IN DIAMETER. 9. ACCESSORIES SHALL NOT PROJECT GREATER THAN 4" INTO ACCESSIBLE SPACES UNO. ACCESSORIES SHALL NOT PROJECT INTO 30"X48" CLEAR FLOOR SPACE OF ACCESSIBLE FIXTURES. ACCESSORIES CAN PROJECT INTO 60" DIA CIRCLES & ACC TOILET SPACES. % DOORS SHALL NOT SWING INTO THE MIN REQUIRED CLEAR FLOOR SPACE OF FIXTURES, REPRESENTED AS DASHED BOXES, UNO. RESTROOMS NOTES BY NUMBER ODEMOLISH ALL EXISTING FLOOR TILES AND APPLY NEW FLOOR TILE T4 ODEMOLISH ALL EXISTING WALL TILE AND APPLY WALL TILE T-2 PER FINISH PLAN, FINISH ALL EDGES WITH SCHLUTER STRIP OREMOVE EXISTING LIGHT FIXTURE AND INSTALL NEW LIGHTING. ® REPLACE LIGHT FIXTURES PER RCP O DEMOLISH EXISTING COUNTER, SINK, AND FAUCETS, INSTALL NEW COUNTER INSTALL NEW SINKS INSTALL NEW FAUCETS & SOUP DISPENSER ©NEW PARTITIONS TO MATCH EXISTING SIZE AND LOCATION, DEMOLISH EXISTING. ONEW ADA URINALS, DEMOLISH EXISTING. ® NEWADA TOILETS, DEMOLISH EXISTING. ® NEW ADA GRAB BARS, DEMO EXISTING. (1O} NEW ADTANE FWSMOUNTED E PAPER DISPENSERAND GARBAGE PAINT ENTIRE HARD LID CEILING AND ALL WALL SURFACES. (12) PROVIDE A SS-1 SHELF AND SINK PANEL. SEE DETAIL #6. (13) ALTERNATIVE: PROVIDE NEW LIGHTED MIRRORS (14) NEW TOILET SEAT COVER DISPENSER, DEMOLISH EXISTING 0 5) NEW WALL MOUNTED TOILET PAPER ROLLS, DEMOLISH EXISTING (16) NEW WALL MOUNTED TOILET PAPER ROLLS, DEMOLISH EXISTING (17) INSTALL NEW WALL MOUNTED SCONCE FINISH FLOOR 9 10 TOILET ACCESSORIES LEGEND & MOUNTING HEIGHTS REACH RANGE (RR) TO OPERATION RR: 5 48" AFF WHERE < 20" COUNTER DEPTH RR: <44" AFF WHERE 20"-25" COUNTER DEPTH RR: 24"44" AFF WHERE NO COUNTERTOP - �4" MAX DEPTH co w — z RPT REC RED SURFACE SURFACE TOILET RED REC PAPER PAPER MTD MTD PARTITION SANITARY SANITARY TOWEL TOWEL PAPER PAPER SANITARY NAPKIN NAPKIN DISP DISP & DISP TOWEL TOWEL NAPKIN DISPOSAL RECEPT DISP DISP DISPOSAL 54" MIN. 39 - 41" TO \ OF GRAB \ z 42" MIN. 12" MAX. 36" MIN. �12"MIN. v M-1I - MIN. 24" MI . w ID \ 42"MAX %Lzi m \M t SD TOILET TISSUE SURFACE MTD HOLDER SOAP DISP BACK GRABBAR- \ WALL \ LENGTHS ARE g Aui' q TOq MOUNTING \ HEIGHTS ARE FLOOR FINISH d. _ \ TO TOP OF GRAB BAR, \ \ UNO. \ \ 24" 30" TWO WALL GRAB BAR @ 36" ACC 36"X36" O 42„ SHR REF PLAN FOR LENGTH O 18" VERT, REF TO INTERIOR ELEVATIONS WHEN SPACE IS NOT ACCESSIBLE \ \ z v zo41 x¢ tQ=Q X,Q >w"' \ \ J\ 10 o oo € ~w�� m CUSTOMFRAMED 'o 3-WALL GRAB BAR MIRROR, @ ACC 30"X60" 90° SURFACE MTD SHR W10 SEAT GRAB ROBE HOOK 24"X36" 3-WALL GRAB BAR BAR FRAMED @ ACC 30"X48" SHR MIRROR, \' (?X?) FRAMED 7 MIRROR W/ 24"X36" g \ \ . .... ..... _ 0'-VMIN MIRRORED TOWEL BAR SEE SHR CURTAIN GLASS(GL-9) INTERIOR ROD SEE INTERIOR ELEVATIONS FOR ELEVATIONS LENGTH FOR MTG HT & SIZE \ 4'-6" z o \ o zo a" a z oz v o v FOLDING SHR COAT RACK TOWEL & SURFACE MTD SEAT ROBE HOOK TOILET SEAT COVER DISP 6"MAX�0 �o TOE KNEE CLEARANCE CLEARANCE CUR FUR SPACE WHERE REQUIRED DEC 23 2019 PERMIT CENTER SABEY tiire MOUNTING HEIGHTS 7fQ,Tukwila Int' Blvd - th Floor A 98168 206.281.8700 sabey.com 6194 ��gTggEp A SqATA 07 WA8imt61 FOURTH FLOOR RESTROOM RENOVATION INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, LEVEL 4 TUKWILA, WA 98168 Jr;;d 22 2420 City of Tutwila GUILD XG DiVlvi'ZN MARK DATE I DESCRIPTION PROGRESS DATE: 12116/19 DRAWN BY: AK CHECKED BY: TS 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. ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS 1 2 3 4 5 6 7 8 9 10 SS-1 5/8" -— --- ---Ak, / /"� 2' - 5112" n M-1 WEST RECEPTION 1 1/4" =1,-0- E D '•• •' W - + A z7-- — EAST RECEPTION 1/4" = T-0" EQ. 8' - 0" EQ. ED F- — — — — — — — — -- I RB-1- L — — — — — J 3 O TYP.CONF ROOM 6 L4�ON AXON -SOUTH TYP=CONF ROOM SIDE WALL 1/4 -1 0' I ss•H24 D - WV-1 - `. T 1 CAMEO ESPRESSO — �MACMNE- Ll- S OPEN TO BEYOND OPEN TO BEYOND 1/4" =1'-0" • L4 LG CONFERENCE 15 1/4" =1'-0" - SOUTH WALL n L4 CREATIVE LEARNING 1/4" =1'-0" MAIL ROOM- WEST �// MAIL ROOM -SOUTH 1/4" = V-0" �J 1/4" = V-0" � 4 \ � \ il1 r � 2-I PT-1 f .--- i3`` \ 7 i OPENT�— %— A50.02 OPEN TO BEYOND � BEYOND X '�41 / A _. SS-1------------ ---------- i'i_ / -1 / _ M-q I SS-1 I / 2' 6" VI-31) RECEPTION - NORTH 1/4" = T-0" INTERIOR ELEVATION LEGEND — — — OWNER FURNISHED ITEM/ EQUIPMENT CONTRACTOR FURNISHED ITEM/ EQUIPMENT CABINET TYPE (REF A50-01 SERIES FOR DESCRIPTIONS) asw CABINET WIDTH (INCHES) 5• s4•D CABINET HEIGHT (INCHES) ® EQUIPMENT TAG INTERIOR ELEVATION GENERAL NOTES 1. ALL UPPER CASEWORK TO HAVE UNDER -CABINET LIGHTING 2. SEE ELECTRICAL FOR ELECTRICAL OUTLET, DATA OUTLET AND JUNCTION BOX SPECIFICATIONS. OUTLETS ARE SHOWN HERE FOR PLACEMENT COORDINATION ONLY. 3. SEE SHEET A61-20 PARTITION TYPES AND DETAILS 4. SEE SHEET A50-01 FOR CASEWORK TYPES AND DETAILS 5. SEE SHEET A64-01 FOR FINISH LEGEND AND DETAILS WMASINAM • I i q a OSABEY TO PROVIDE 11" X 17" PLASTER HANDS nECEIVEh CITY OF i UKIVILA DEC 2 3 2019 PERMIT CENTER SASEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206,281.8700 sabey.com 6194 REGISTERED ARCHITECT KARA M. ANDERSON STATE OF WASHINGTON SADEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 Ji i4 22 2ZiT City ofTukvnila BUILDihG DIVISION MARK DATE DESCRIPTION PROGRESS DATE: 12/20119 DRAWN BY: AK CHECKED BY: TS 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. INTERIOR ELEVATIONS a= 1 2 3 4 5 6 7 8 9 10 F E D C a B a A nFPTH Tn AAAtt'H An ]A(:FAIT RACE r.ACFW0PK BACK PANEL ADJUSTABLE SHELVES CROWAVE DORDINATE .ECTRICAL) PLASTIC LAMINATE CLAD DOOR ADJUSTABLE SHELVES MOUNTING RAIL WOOD BLOCKING H­1 FULL CAB H FULL HEIGHT STORAGE )HEDULED FINISH APPLIES )ALL EXPOSED SURFACES )JUSTABLE SHELF, TYP VALANCE UNDER CABINET LIGHT WHERE SHOWN ON RCP AND/OR INTERIOR ELEVATION m 0 a w 0 FIXED SHELF FOR UPPER STORAGE Of z BACK PANEL BAR FOR COATS PLASTIC LAMINATE CLAD DOOR z 0 MOUNTING RAIL w 0 of WOOD Z BLOCKING w w BACKSPLASH-SEEELEV FOR MATERIAL )ESPLASH BEYOND, PICAL SINK WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) INSULATE PIPES ENSURE KNEE CLEARANCE COMPLIES WITH ACCESSIBILITY REQUIREMENTS AT SINK, ATTACH RLAM CABINET BASE TO DOOR & ENSURE SWING CLEARS FLOORING FINISHED FLOORING BACKSPLASH - SEE ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL FULL EXTENSION GLIDES WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) PLASTIC LAMINATE CLAD PULL-OUT TRASH DRAWER WITH SOFT CLOSE MECHANISM -- BACKSPLASH - SEE ELEVATION FOR MATERIAL SCRIBE TO WALL SIDESPLASH BEYOND, PLASTIC LAMINATE 2'-0314"LINO TYPICAL FINISH, TYPICAL _ _ - SUPPORTPANELBEYOND 33// X _ F --- 0— HEAVY DUTY HANG ROD PROVIDE SCRIBE AT TOP �¢ I'- ¢ WITH END BRACKETS. -- OF EQUIPMENT IF GAP IS 00 FINISH SHALL BE BRUSHED 112" OR LARGER ¢ STAINLESS STEEL. PROVIDE 0 INTERMEDIATE SUPPORTS ¢ AS REQUIRED. q z — FINISH SIDE PANEL BEYOND 0 w FINISHED FLOOR Ed PROVIDE CUTOUT FOR w ELECTRICAL OUTLET IF z J I APPLICABLE w SCHEDULED I EQUIPMENT I I I I �SCRSBEDTAOFLOORBASE COAT CLOSET SHELF FINISHED FLOOR - CONTINU C 1 1/2" = 1'-0" V UNDER EQUIPMENT FINISHED FLOOR - I, KITCHEN TRASH BR COUNTER WITH EQUIP 11/2"=r-o" , CS .r1z)i` an- act !VATION FOR MATERIAL ESPLASH BEYOND, 'ICAL S MELAMINE TYPICAL rERIOR SURFACES o-FORMALDEHYDE DJUSTABLE SHELF 1ELF CLIPS, TYPICAL rIC LAMINATE CLAD Y DRAWERS rIC LAMINATE BASE 3ED TO FLOOR (SHED FLOOR z 0 it 0 w w LD z CDD�, BASE DOUBLE DOORS r) 1BASE THREE DMITERS i ! 1 US OPEN SHELVING BT BASE AT SINK VC COPY PRINT TRASH 0 1 1/2" =1'-0" 1 1 /2" =1'-0" 1 1 /2" =1'-0" BACKSPLASH - SEE ELEV FOR MATERIAL SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA - FORMALDEHYDE FREE) STAINLESS STEEL CHUTE BACK PANEL — TRASH/RECYCLE BIN ATTACH P.LAM CABINET BASE TO DOOR & ENSURE SWING CLEARS FLOORING FINISHED FLOORING 1112 KSPLASH-SEE VATION FOR MATERIAL SPLASH BEYOND, CAL ITE MELAMINE TYPICAL INTERIOR SURFACES EA -FORMALDEHYDE :E) rIC LAMINATE CLAD IERS 71C LAMINATE BASE 3ED TO FLOOR ICHFn FI nnR GYPSUM BOARD SOFFIT PLASTIC LAMINATE - CLAD SCRIBE WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) ADJUSTABLE SHELF, TYP 1j PLASTIC LAMINATE -CLAD VALANCE , iv -- UNDER CABINET LIGHT WHERE SHOWN ON RCP AND(OR INTERIOR ELEVATION UC WoALLCABINET SECTION HARDWARE NOTE: ALL KITCHEN CABINET HARDWARE TO BE: HAFELE, STUDIO COLLECTION, COLOR: BLACK MATT, ITEM NO.110.34,306 RECEIVED CITY OF TUKWILA DEC 2 3 2019 PERMIT CENTER SABEY Arch itecture 12201 Tukwila Int' Blvd -4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED AR H ITECT KARA M. ANDER N STATE OF WASHINGTON SASEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE. W EST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 CCL c:L �-Ll!,NC2 Jr,E122 2Z20 City of Tukwila BUILD'1'XG DiVI31011,1 MARK I DATE DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. ARCHITECTURAL WOODWORK DETAILS 1 2 3 4 6 6 7 8 9 10 F E D C B A REFER TO ELEVATIONS FOR COUNTERTOP MATERIAL MITERED CORNER FOR SOLID SURFACE COUNTEROPS FINISH END PANEL OPEN KNEE SPACE NOTE: REFER TO FINISH PLANS FOR COUNTERTOP MATERIAL FACE OF CABINET FACE OF CABINET \ �- PLASTIC LAMINATE \ CLAD CORNER DRAWER/ FILLER DOOR PULL CABINET END PANEL OFINISH END PANEL n INSIDE CORNER 1 1 /2" =1'-0" G 1 1 /2" =1'-0" A 1'-0314" y . ....1 L ---�° l i t l i� I CTION BOX HEADER RETURN TO STRUCTURE (PT-1) WV-1 CLAD TOP PIECE WV-1 AT ALL INTERIOR FACES OF BOOKCASE WV-1 CLAD SHELVES (ALL FACES) ADJUSTABLE PROVIDE LIGHTING AT UNDERSIDE OF SHELVING FOR DISPLAY SHELVES (TYP.) WV-1 CLAD BASE PLATFORM WOOD BASE PLASTIC LAMINATE EDGE ON 2 LAYERS OF 3/4" SUBSTRATE VARIES i gay CABINET FACE OF CABINET SOLID SURFACE VARIES DOOR ��„ EDGE ON 2 LAYERSOF 3/4" SUBSTRATE ') _ _ t/2 1/16" EASED EDGE I o ti 1" 3/4"WIDE MIN 4 9-03/4"-- PLASTIC WATERPROOF d' PLASTIC LAMINATE FINISH FACE OF CABINET MDF -��-0' 31/4'" LAMINATE FINISH AT KNEE SPACE AT KNEE SPACE FACE OF CABINET CONDITIONS CONDITIONS SCHEDULED NOTE: REFER TO FINISH PLANS FOR COUNTERTOP NOTE: REFER TO FINISH PLANS FOR COUNTERTOP BASE MATERIAL MATERIAL TOE KICK SOLID SURFACE n/ PLASTIC LAMINATE 1 1/2" =1'-0" 1 1/2" =1'-0" 1-1'J/ 1 VT =1'-0" COORDINATE ELECTRICAL RECEPTION DESK SECTION 1 1/2" =1'-0" N F WV AD, WV RECEPTION BOOKSHELF SECTION RECEIVED CITY OF 1 ii4:kVILA DEC 23 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd -4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED ARCHITECT �Mc�---- KARA M. ANDERSO STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 400 TUKWILA, WA 98168 ------------------------------ CGL is City of Tuh-Ala SUILD;;.3 MVK/ IONI MARK -- ION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. ARCHITECTURAL WOODWORK DETAILS 1 1/2" =1'-0" Y 2 3 4 i 6 7 8 9 10 W M D C B A (SCHEMATIC) STRUCTURE (2)12 GAGE WIRES AT 4'-0" OC MAX ALONG PARTITION ALL WIRES TWISTED 3TI S AT EACH 4"MAX:2� PARTITIONATT CLIP AT 4'-0" 0( ATTACHMENT t ACOUSTICAL CEILING FOAM TAPE TO PLUG GAPS AT SUSPENSION TOP TRACK, 20 GAGE MINIMUM, PAINT FLAT BLACK (SCHEMATIC) STRUCTURE A`✓ PTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES ( IB PARTITION ORIENTED PARALLEL TO CEILING TEES PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM (WITH TEGULAR-EDGED TILES) 3" =1'-0" 1 METAL STUDS (PER ICC ES REPORT ESR-3064P), MAXIMUM HEIGHT29-0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE r o i i PLUS APPLIED FINISHES) oa0zl �¢oo � 0 S2 o� zo ( z I FASTENERS: z o AT PLYWOOD FLOOR (MINIMUM 3W' 5 I CDX): PROVIDE (2) NO 8 X 1" WOOD SCREWS ~ ( AT 24" MAXIMUM OC STAGGERED FOR 1 x a I LAYER GYPSUM BOARD EACH SIDE,16" z = MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE Z Q U Q ¢�o�o AT CIP CONCRETE AND POST -TENSIONED CONCRETE FLOOR: PROVIDE HILTI X-U 0.157" DIAMETER I POWDER -ACTUATED FASTENERS, EMBED 3/4" PER ESR-2269.24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE,16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE PTN-TO-FLR CONNECTION FOR SEISMIC SITUATIONS 3" =1'-0" EQ EQ ATTACHMENT OF SPLAY WIRES TO STRUCTURE: IF FIREPROOFING IS REQUIRED FOR FLOOR ASSEMBLY RATING, PLACE ANCHORS FIRST OR REMOVE & PATCH AT STEEL STRUCTURE: FIREPROOFING AS REQUIRED BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: EMBED THRICE -LOOPED WIRE EMBEDDED INTO STRUCTURAL CONCRETE CONCRETE (10" MINIMUM EMBEDDED LENGTH). MIN 250 LB SLAB MIN 90 LB ALLOWABLE LOAD OR ALLOWABLE LOAD CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH POWDER -ACTUATED FASTENERS. - - AT PRECAST OR POST -TENSIONED CONCRETE: CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH (2) 5116 TAPCON SCREWS D ? ° 1i2 AX. `. EMSEDDEDTPERESR-2202. AT OPEN WEB JOISTS OR TRUSSES: WIRE LOOPED AROUND BOTTOM CHORD, z t 0.157" DIA POWER AT WOOD JOISTS (2" NOMINAL MINIMUM WIDTH): \ ACTUATED FASTENER 114" DIAMETER X Y LONG CLOSED -EYE SCREWS MIN 3/8" X 2.25° - WITH 1" MINIMUM PENETRATION. EXPANSION BOLT n: `'� 12 GA. x 3/4"W STL OR CEILING CLIP (3) STAPLES MINIMUM ONTO LOOPED WIRE INTO = SIDE OF JOIST. 1 1/2" X 1 1/2" 12 GA. NOTE: LON ALL POWDER -ACTUATED FASTENERS CEILING CLIP HILTI PER ES REPORT ESR-2269. 12 GA. HANGER WIRE - BRACING WIRE: 12 GA. TIE TO CLIP W/ 3 SPLAYED BRACE TIGHT TURNS WITHIN WIRE - TIE TO STRAP 3 W/ 3 TIGHT TURNS REFERENCES WITHIN Y ASTM E 580 5.2.7 & 5.2.8.3 SPRINKLER HEAD, SPEAKER, SENSOR, ETC.(WHEN OCCURS) LIGHT FIXTURE WIRE HANGER AT CONCRETE SLAB 2 3" -0" RECEIVEn EQ EQ CITY OF T UKIVILA DEC 2 3 2019 (4)PERMIT CENTER n TILE WITH LIGHT AND SPRINKLER HEAD 3" =1'-0" SANSEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corn 6194 REGISTERED A CHITECT KARA M. ANDERSON STATE OF WASHINGTON SABE HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 CCCECG "`LI iCc J;`;fa 22 ii.�J City of Tukvl [?UILD; 'v DIMS;ON MARK I DATE DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. TYPICAL SUSPENDED CEILING DETAILS i i 2 3 4 i 6 7 8 9 10 F D C B A L4GLASS STOREFRONT PANELS POLYCARBONATE TRIM, GLASS TO GLASS JUNCTION TYPICAL B 3" =1'-01, ALUMINUM FRAMED GLASS STOREFRONT ANODIZED BLACK FINISH SCHEDULED FLOOR FINISH TYPICAL SILL Ca, INTE 3" =1'-0" 0 3" =1'-0" ALUMINUM FRAMED GLASS STOREFRONT CORRIDOR RB-1 BEYOND ---_. ' OFFICE INTERIOR 11 6 MAX PARTITION PER PLAN RB-1 BEYOND - > PARTITION :TORE ON NON -EXPOSED D 'LAN ED GLASS STOREFRONT 5/8" GYP BD, 1 LAYER EA SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS A1_ y A2_ N A3_ ' A4_ � A5_ N A6_ N A7_ A8_ H GYP A20 46 A30! 40 A40 47 "A50 40:.. A60 -47 A70 �. 4D A80 '48` TO STRUED CTURE ABOVE TO STRUCTURE ABOVE -. , ' WITH GYP A11 39 A21 46 A31 40,NON-RATED A41 47 A51 4D A61 47 A71 40 A81 48" TO STRUCTURE ABOVEBD NON -RATED WITH GYP BD Al2 � A32? A42 A52 A62 Ail A82 TO 6" ABOVE CEILING CTH DS & GYP BD A13 A33 A43 ANON-NTED A7 A83 ; TO FINISHED CEILING PARTIAL HEIGHT PARTITION. SEE FLOOR A14 A24 A34. A44 A54 A64 -. A74 A84 PLANS FOR HEIGHTS. STUD SIZE 21/2" 21/2" 3 5/8" 3 518" 4" 4" 6" 6" BASIC PARTITION THICKNESS 33/4" 33/4" 47/8" 4718" 51/4" 51/4" 71/4" 71/4" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) UL DES U444 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 518" GYP BD, 1 LAYER SOUNDATTENUATIOl' WHERE SCHEDULED BASIC PARTITION THICr-- 3" =1'-0" IU WINUUVV b7J i tM WIDTH OF MULLION) BLACK FOAM :OMPRESSED TO MULLION BY STUD DO NOT SCREW INTO MULLION OR, CORNER BEAD, JOINT COMPOUND METAL PAINTED TO MATCH MULLION PARTITION TYPES GENERAL NOTES 1. REFER TO FLOOR PLAN SERIES All FOR LOCATION OF PARTITION TYPES, ALL PARTITIONS ARE TYPE"A61" UNLESS NOTED OTHERWISE. NOTALL PARTITION TYPES SHOWN ARE USED. A11 PARTITION TYPE TAG (AS SHOWN ON PLANS IN At 1 SERIES) 2 REFER TO A13 SERIES FOR FINAL FINISHES ON PARTITIONS. PARTITION TYPES IN CHARTS REFER TO BASE WALL ASSEMBLY ONLY. 3. WHEN BLOCKING REQUIRED IN A PARTITION, USE A MINIMUM .033" (20 GA) STUD. 4. "LINE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF THE PARTITION DETAIL DOES NOT INDICATE THE EXACT CONSTRUCTION CONDITION. REFER TO G02 SERIES "CODE COMPLIANCE DETAILS" FOR ADDITIONAL INFORMATION CONCERNING RATED PARTITIONS. 5, ISOLATE NON -LOAD BEARING FRAMING FROM STRUCTURAL ELEMENTS TO PREVENT THE TRANSFER OF LOAD TO PARTITION FRAMING. STOP STUDS 314" BELOW CEILING RUNNER (TOP TRACK) TO ALLOW FOR VERTICAL MOVEMENT. SET TOP TRACK 1" BELOW DEFLECTION CHANNEL. DO NOT ATTACH STUDS TO TOP TRACK. DO NOT ATTACH GYPSUM BOARD TO THE DEFLECTION TRACK. THIS MAY ALSO BE ACHIEVED, AT THE CONTRACTOR'S OPTION, BY USING THE PROPRIETARY SYSTEM DESCRIBED IN THE SPECIFICATIONS. SEE 6. PROVIDE BOXED HEADERS AT ALL DOORS UNLESS STEEL CHANNELS ARE INDICATED. 7. REFER TO A62 SERIES FOR NOTES REGARDING STUDS AT OPENINGS. FIRE RATED PARTITIONS 1. REFER TO G02 SERIES "CODE COMPLIANCE DETAILS" FOR ADDITIONAL INFORMATION ON PENETRATIONS THRU RATED PARTITIONS, FIRE RESISTANT JOINT SYSTEMS, DEFLECTION CHANNEL AT NON -BEARING PARTITIONS CONNECTION TO STRUCTURE AND WALL PRIORITY. 2. CONSTRUCT RATED PARTITIONS BEFORE NON -RATED PARTITIONS ACOUSTICAL (THE FOLLOWING NOTES APPLY TO ALL PARTITIONS DESIGNATED TO HAVE A SOUND TRANSMISSION CLASS (STC) RATING ON THE PARTITION CHARTS.) 1. CONSTRUCT ALL ACOUSTICALLY RATED PARTITIONS IN ACCORDANCE TO THE REFERENCED TEST. 2. AVOID COMPRESSING ACOUSTICAL BATT INSULATION AT BLOCKING AND RECESSED ITEMS IN ACOUSTIC RATED WALLS 3. SEAL ALL WALL INTERSECTIONS AND CONTROL JOINTS AT ACOUSTICALLY CLASSED PARTITIONS IN ACCORDANCE WITH DETAIL 3/61-50. 4. SEAL ALL CONDUIT, STRUCTURAL, DUCT AND LARGE PIPE PENETRATIONS ACCORDING TO 51A61-50 UNLESS THE PARTITION IS ALSO FIRE RATED WHERE THE CODE COMPLIANCE DETAILS ON THE G02 SERIES SHOULD BE REFERENCED, 5. OUTLETS ON OPPOSITE SIDES OF ACOUSTICALLY CLASSED PARTITIONS SHOULD BE SEPARATED BY A MINIMUM OF ONE STUD. SEAL OUTLETS IN ACCORDANCE WITH 2/A61-50 UNLESS THE PARTITION IS FIRE RATED. IF THE PARTITION IS FIRE RATED THEN REFER TO A02 SERIES, "CODE COMPLIANCE DETAILS." 6. ALL BOXES REQUIRED TO BE ACOUSTICALLY SEALED SHALL BE SEALED PRIOR TO CLOSING IN PARTITIONS AND INSTALLING DEVICES AND COVER PLATES. VERIFY COMPLIANCE WITH STC#. INTERIOR PARTITION DETAILS GENERAL NOTES 1, REFER TO PARTITION TYPE CHARTS FOR STUD SIZES, 2. PARTITION TYPES AND FIRE RESISTIVE RATINGS INDICATED ARE CONTINUOUS FOR THE LENGTH AND HEIGHT OF A PARTITION. 3. REFER TO PARTITION TYPE CHARTS FOR SOUND -ATTENUATION BLANKET THICKNESS. 4. UNLESS REQUIRED BY UL DESIGN FOR FIRE RATING DO NOT INCREASE METAL STUD THICKNESS (GAUGE) THAN THAT TESTED FOR THE STC RATING SHOWN. 5. METAL STUD SPACING: NOT LESS THAN THAT TESTED FOR THE STC RATING SHOWN. 6. SELECT SYSTEMS THAT MEET REQUIREMENTS FOR BOTH STC AND FIRE - RESISTANCE WHERE CHOICE IS GIVEN. 7. ISOLATE GYP BOARD EDGES FROM STRUCTURAL ATTACHMENTS BY 1/4'- 1/2". SASEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.conn 6194 REGISTERED RC TECT KARA M. ANDERSON STATE OF WASHINGTON SASEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 VV.122 2i;20 City Of Tuftm ifa BUILD;XG DIV UONIi ----------- --------------- MARK DATE DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. INTERIOR PARTITION TYPE CHARTS TYPICAL HEAD aC INTERIOR G 3" =1'-0" I'll, }� }�I O i 3 4 5 6 7 8 10 D C B A LINE OF STRUCTURE MINERAL FIBER PACKING DO NOT ATTACH GYP BD TO ACOUSTICAL -„) 'I-I..--_r; DEFLECTION TRACK SEALANT, BOTH SIDES _•, ( I ( DEFLECTION TRACK WITH 3" LONG 2 LAYERS - 5/8" GYP BD OUTER LEGS NON-STRUCTURAL 2 LAYERS 518" GYP BD METAL FRAMING (�''I 21/2" SOUND ATTENUATION BLANKET - • . . - 4 NON-STRUCTURAL METAL FRAMING tL-�'"- 1 LAYER - 5/8" GYP BD I 3" SOUND ATTENUATION BLANKET NO BRACING PERMITTED WITHIN V AIR SPCE ACOUSTICAL PARTITIYONs(@- HEAD 64) ACOUSTICAL PARTITION WITH MINERAL FIBER 1STICAL SEALANT BACKER ROD (4;�'��ACOU�STICAL PARTITION SECTION PIPE PENETRATION THRU NON RATED CONCRETE/CMU I:I I :I I NUMBER OF LAYERS OF 5/8" GYP BD PER (; PARTITION TYPE I I FLOOR NON-STRUCTURAL METAL FRAMING j- SOUND ATTENUATION BLANKET (THICKNESS, STC PER PARTITION TYPE) t NUMBER OF LAYERS OF 5/8" GYP BD PER PARTITION TYPE (GYPSUM SHAFT LINER BOARD PER I PARTITION TYPE AT SIM) I ACOUSTICAL SEALANT, BOTH (� SIDES (FIRE-RESISTANT RATED SEALANT BOTH SIDESAT SIM) 1 1/2" = V-0" [BOTTOM OF METAL STUD WALL — MINERAL FIBER PACKING HEAD DEFLECTION ASSEMBLY I( — NON-STRUCTURAL METAL FRAMING SECURED TO STRUCTURE ABOVE I I _ CONTINUOUS HORIZONTAL NOW C,, ��— STRUCTURAL METAL FRAMING -*" C`>-� REQUIRED WHEN GYP BO DOES NOT EXTEND TO STRUCTURE, SIZE AND I� I NUMBER DEPENDS ON PARTITION HEIGHT II � S2 x z I ozi 518" GYP BD EXTENDS TO 6" MIN z - ABOVE FINISHED CEILING Z y = m - SCHEDULED CEILING SCHEDULED PARTITION i} ACOUSTICAL SEALANT, BOTH SIDES FLOOR PARTITION SECTION 1 1/2" = V-0" @ BRACING WHEN PARTITION EXCEEDS MAXIMUM HEIGHT ALLOWED BY STUD MFR LINE OF STRUCTURE BRACING ANCHOREDTO STRUCTURE METAL STUD, NON-STRUCTURAL 2X-FIRE RATED WOOD OR METAL BLOCKING. SECURE TO TOP TRACK OF PARTITION 3" THICK SOUND ATTENUATION BLANKETS TO 4'-0" EA SIDE OF PARTITION SCHEDULED CEILING J-MOLD STUD TRACK 5/8" GYP BD, NUMBER OF LAYERS PER PARTITION TYPE SOUND ATTENUATION BLANKET (THICKNESS PER PARTITION TYPE) EXTEND FROM FLOOR TO CEILING NON-STRUCTURAL METAL FRAMING 1 1/2" = V-0" WHERE GYPSUM BOARD STOPS AT THE CEILING TOP FINISH MA I EHIAL INTERIOR ELEVATION EL VARIES RE: PLANS HE ALIGN EDGE WITH GYP BOARD BELOW SEALANT (EA SIDE) CONT FIRE RETARDANT WOOD BLOCKING SECURED TO STEEL PLATE STEEL PLATE SECURED TO 2" TUBE STEEL SUPPORTS V 1 LAYER 51F" GYP BD (EA SIDE) 2" X 2" X 1/4" STEEL TUBE @ 4'-0" ON CENTER PLAN NON-STRUCTURAL METAL FRAMING INFILL BETWEEN STEEL TUBES PER DELEGATED DESIGN NON-STRUCTURAL METAL FRAMING 1/2" STEEL PLAN SILL ( EXPANSION BOLTED TO FLOOR STRUCTURE II I SEALANT (EA SIDE) II II FLOOR 'ARTITION SECTION 1 1/2" = V-0" HEAD DTL PARTIAL HEIGHT WALL JOINT REINFORCEMENT NON-STRUCTURAL A METAL FRAMING LGYPBQARD ACOUSTICALSEAIANT T SOUND ATTENUATION BATTS ACOUSTICAL SEALANT NON-STRUCTURAL METAL FRAMING MINERAL FIBER PACKING (3# - 6# DENSITY) — METAL CONTROL PARTITION INTERSECTION JOINT NON-STRUCTURAL METAL FRAMING ACOUSTICAL SEALANT SOUND ATTENUATION BATTS PARTITION -WALL INTERSECTION 518" GYPSUM BOARD METAL CONTROL JOINT SOUND ATTENUATION BATTS CONTROL JOINT ACOUSTICAL PARTITION PLAN DETAILS 1 1/2" = V-0" 1 PARTITION INTERSECTIONS AND GYP CONTROL JOINTS 11 c SEAL VOIDS FROM OUTSIDE AND COVER BOX WITH 1/8" ACOUSTICAL PUDDY PAD CUT GYP BD TO ALLOW 114" MIN OVERLAP BY FACE PLATE SCHEDULED PARTITION 1 STUD MIN BETWEEN BOXES FLEXIBLE CONDUIT ACOUSTICAL PUDDY PAD SEAL VOIDS BETWEEN GYP BOARD AND BOX NOT COVERED WITH ACOUSTICAL PUDDY PAD NOTES: 1. 12" MINIMUM UNLESS NOTED OTHERWISE IN PARTITION CHART. ACOUSTICAL PARTITION PLAN DETAIL BACK BOX INSTALLATION DETAIL @ NON -FIRE RATED PARTITION LINE OF STRUCTURE MINERAL FIBER PACKING DEFLECTION TRACK WITH 1" EXPANSION AT STRUCTURE 5/8" GYP BD ON BOTH SIDES I SOUND ATTENUATION BLANKETS AT SIM EXTENDS 6" '�,j WHERE LOCATED ON REFLECTED ABOVEFINISHED HED I CEILING PLAN CEILING ------------ NON-STRUCTURAL / SCHEDULED CEILING METAL FRAMING / SOUND ATTENUATION BLANKETS (THICKNESS PER PARTITION TYPE) EXTEND FROM FLOOR TO STRUCTURE ABOVE n ACOUSTICAL PARTITION (D, CEILING 1 1/2" =1'-0" I NON -RATED W/ GYP BD TO 6" ABOVE CEILING nECEIVED CITY OF I K WILA DEC 2 3 2019 PERMIT CENTER SAMSEY Architecture 12201 Tukwila Int' Blvd -4th Floor Seattle, WA 98168 206.281.8700 sabey.ccm sts4L KARA STATE SASEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 400 TUKWILA, WA 98168 CC City cf TUkv b GUiL"J:XG C;V"C;:� MARK DATE I DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. INTERIOR PARTITION DETAILS 2 3 4 5 6 7 8 9 10 F E D C B A DOOR SCHEDULE SABEY - DOOR IVITL SABEYDOORSABEY FIN DOORSABEY GLZ FRAMESABEY MTL FRAME FIN DOOR SCHEDULE MARK DOOR REMARKS DOOR NO � ROOM NAME SIZE TYPE ::W=HT--j —THK-] - ---------------- -- - — ----------------------- 404 OFFi6E- 3- 0" T-0" 9 - 1314' EXISTING EXISTING EXISTING IEXISTING :10��JEXSTING DOOR —TO BE REL—OCATED 409 ICE 3. -0. T-0" 0'- 13/4" SL _t � W WD TO MATCH EXISTING Grand total: 2 DOOR SCHEDULE GENEML NOTES I 1. PRESERVE AND PROTECT ALL DOORS WHERE DEMOLITION OCCURS TO BE REUSED. DOOR TYPES SIDELIGHT SL GENERAL ABBREVIATIONS: AL ALUMINUM HIM HOLLOW METAL MFG REFER To MANUFACTURER PLAM PLASTIC LAMINATE FACED DOOR PT PAINTED FINISH WD SOLID CORE WOOD nECEIVED CITY OF TUKWILA DEC 2 3 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.conn — ----------------------------------- 6194 REGISTERED K NTNK� V AR ITECT KARA M. ANDERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 400 TUKWILA, WA 98168 C;C J A.'41 2 2 2;^' 0 C.f Vy CjI Tukt.,jja MARK I DATE I DESCRIPTION PROGRESS DATE: 12/20/19 DRAWN BY: AK CHECKED BY: TS 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. Finish Schedule TYPICAL KEY NAME, DESCRIPTION ( MANUFACTURER SIZE _ STYLE ( LOCATION COMMENTS ACOUSTIC CEILING PANEL ACP-1 ACOUSTIC CEILING SYSTEM ARMSTRONG 2' X 2' ULTIMA, BEVLED TEGULAR 9116" SUPRAFINE GRID SEE RCP MATERIAL MEETS CLASS A IN ACCORDANCE WITH ASTM E84 WCP-1 WOOD SLAT CEILING 9 WOOD 1112-8 ECOGRILLE: WESTERN HEMLOCK (SOLID, CLEAR, MIXED GRAIN) SEE RCP PAINT CROSS PIECE BACKER PT-1 W/ OPAQUE WHITE FINISH ACP-2 ACOUSTIC CEILING SYSTEM WITH ECOPHON FOCUS 2' X 6' AKUTEX FT WHITE FROST SEE RCP CONCEALED GRID Ds CARPET CPT-1 GENERAL CARPET INTERFACE 25cm x 1 m BROWNSTONE- SECQND STORY, UPPER EAST GENERAL CARPET GLAZING GL-1 INTERIOR GLAZING ALLSTEEL BEYOND COLOR: SOLAR BLACK LEVEL 02 OFFICE FRONTS COORDINATE WALL SYSTEM WITH SUSAN RUDD,C01 GL-2 GLASS WHITE BOARD GLARUS 4' X 8' WHITE BACKPAINTED GLASS CONF ROOMS LUXURY VINYL TILE LVT-1 IVINYLTILE JARMSTRONG 4"X36" ARBORART AVILA OAK MOROCCAN SAND —� METAL M-1 RECEPTION DESK BASE RECPTION DESK PAINT_ PT-1 GENERAL PAINT BENJAMIN MOORE LOUD WHITE 967-EGGSHELL GENERAL WALLS — -- PT-2 ACCENT PAINT BENJAMIN MOOR— SLATE TEAL- 2058-20 I PLASTIC LAMINATE PL-1 PLASTIC LAMINATE PIONITE MERCURY SG204, SUEDE KITCHEN -- ----------------- PL-2 PLASTIC LAMINATE WILSON ART DESIGNER WHITE D354-60 MA17E FINISH GENERAL - _ _._...--------- --- - CABINETS _ LPL-3 PLASTIC LAMINATE LAMIN-ART #3056-VT MYSTIC WOOD VELVATEX FINISH SEE ELEVATION SOLID SURFACE SS-1 QUARTZ COUNTERTOP I CAESERSTONE 4011 CLOUDBURST CONCRETE COUNTERTOPS TILE �T-1 ACCENT TILE FIRECLAY RANDOM MIX COLORS- FROST (V2), CRATER LAKE (V3),NAVY KITCHEN SEE DIAGRAM PROVIDED BY FIRECLAY TILE BLUE- OGEE DROP BACKSPLASH FOR INSTALLATION T-2 ACCENT TILE WALKER ZANGER 16X32 DEEP BLUE CHEVRON 4D BATHROOM OPTION 1 ACCENT T-3 GENERAL TILE TBD TBD BATHROOM TILE TBD BASED ON SABEY SELECTION BASE T-4 FLOOR TILE EUROWEST 30" X 30" —_ ARIOSTEA ULTRA ICEMENITI- IRON BATHROOM - FLOORING T-5 ACCENT TILE STONE SOURCE --- LUCE DI CERAMICA- WHITE MATTE BATHROOM ----------- OPTION 2 ACCENT T-6 ACCENT TILE FIRECLAY 3"X12" NAVY BLUE- STACK BOND VERTICAL FIREPLACE OPTION 2 T-7 ACCENT TILE ANN SACKS 2' X 8" SAVOY- COLOR CHALK, DESIGN- RIBBED- STACK BOND VERTICAL FIREPLACE OPTION 2 WALL COVERING WC-1 CORK WALL SUSTAINABLE MATERIALS NIA BLUE- CORK STRIPS ORGANIC BLOCKS PHONE ROOMS WC-2 WALL COVERING �CARNEGIE NIA ELITE (6412)- STYLE 13 (BLUE) IBOOKCASE OPTION 1--- WALL COVERING RNEGIE NIA ELITE (6412) -STYLE 20 (GREIGE) BOOKCASE - ------WC-3 OPTION 2 WINDOW SHADES WS-1 INTERIOR SHADES _, _ MECHO —�— THERMOVEIL IN 1519 SILVER BIRCH, 3% OPENNESS WINDOWS CS-2 INTERIOR BLACK OUT SHADES �CHO CLASSIC BLACKOUT 0700, COLOR WHITE 0701 WINDOWS_ WOOD WD-1 WOOD FLOORING KENTWOOD FLOORS 91/2" x 3/4"x 83" PETRA- BRUSHED OAK RECEPTION WOOD VENEER _ WV 1 I WOOD VENEER ALPIKORDGROOVE N/A LIGHT OAK (QTR.) 50.60 BOOKCASE FINISH LEGEND GENERAL NOTES REFER TO INTERIOR FINISH LEGEND A64-01 FOR FINISH MANUFACTURER AND COLOR INFORMATION. REFER TO INTERIOR FINISH PLANS A73-01 FOR FINISH LOCATIONS. FLOOR: 1, TRANSITION ALL FLOOR FINISHES AT CENTERLINE OF CLOSED DOOR. 2. REFER TO A13-01 AND A45-01 FOR FINISH DETAILS. 3, METAL TRANSITION AND TRIM FINISH: BLACK WALL/CEILING 1, PAINT ALL WALL AND CEILING ACCESS PANELS TO MATCH ADJACENT SURFACE COLOR, UNO. 2. PAINT ALL FURRED DOWN CEILINGS AND WALLS TO MATCH ADJACENT WALLS AND CEILINGS, LINO. 3. SEE REFLECTED CEILING PLANS Al2-01 FOR ALL CEILING TYPES, FINISHES AND HEIGHTS. 4. ALL GYP CEILINGS TO BE PAINTED PT-1, MATTE FINISH, UNO, 5. ALL TILE OPTIONS FOR FIREPLACE SURROUND AND BATHROOM WET WALLS SABEY TO DETERMINE. DOORS/WINDOWS: 1. REFER TO A62-01 FOR DOOR SCHEDULE, FINISHES, TYPES AND DETAILS 2. INSTALL ALL NEW WINDOW TREATMENTS THROUGHOUT WITH RS-1 / RS-2 MILLWORK: 1. SEE FINISH PLAN FOR ALL MILLWORK FINISHES 2. SEE SHEET A50-01 FOR MILLWORK DETAILS AND LEGENDS ACCESSORIES: 1. TOILET PARTITIONS TO BE GLOBAL PARTITIONS, ULTIMA PRIVACY TOILET PARTITIONS, COLOR: WHITE 2. ALL FIRE EXTINGUISHER CABINETS TO BE STAINLESS STEEL PAINT FINISH: MATTE FINISH CEILINGS EGGSHELL FINISH WALLS GLOSS FINISH BASE, TRIM, DOORS, HANDRAILS I3ECIIVEC CITY OF $UKWILA DEC 23 2019 SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281 A700 sabey-com 6194 REGISTERED M. .AR HH ITECT KARA M. ANDERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION FOURTH FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 400 TUKWILA, WA 98168 CE`y Of TUkWilj MARK DATE DESCRIPTION PROGRESS DATE: 12/20119 DRAWN BY: AK CHECKED BY: TS 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. INTERIOR FINISH SCHEDULE AND LEGEND PERMIT CENTER