Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D19-0367 - SABEY CORPORATION - INTERIOR TENANT IMPROVEMENT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D19-0367 SABEY CORPORATION 12201 TUKWILA INTL BLVD #200 THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemption (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION , Brief Explanatory Description Statute/Rule Personal Information — The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 73 DR2 Financial Information — RCW 42.56.230(4 5) account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 42.56.230(5) Personal Information — Driver's License. RCW Redactions contain information used to prove RCW DR3 — identity, age, residential address, social security 42.56.230 (7a 42.56.230 (7a & c) number or other personal information required to apply for a driver's license or identicard. & c) Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney -client privileged 5.60.060(2)(a); RCW 42.56.070(1) communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. 42.56.070(1) SABEY CORPORATION 12201 TUKWILA INTL BLVD FINALED 01/10/2023 D19-0367 Parcel No: Address: ��^�xx ^~���n�^u»^U v.�~� v�o Tukwila Department of Community Development 63OU5ouduenterBoulevard, Suite #1OO Tukwila, Washington 9O18B Phune:2O6'431'3670 Inspection Request Line: 2O6-43O'9360 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0923049120 Permit Number: D19'0367 12201TUKVV|b4|NTL8LVD200 Issue Date: 1/7/2020 Permit Expires On: 7/5/2020 Project Name: SABEY CORPORATION Owner: Name: Contact Person: Address: Contractor: License No: Lender: INTERNATIONAL GATEWAY WEST 122O1TUKVV|LAINTERNATIONAL QL, TOM SPADER Phone: Q06 277'5271 123U1TUKVV|LAINTERNATIONAL 8LYD4TH FLOOR, TUKVV|U\WA, 98l68'51Zl SABEYCONSTRUCTION INC Phone: (206)2814200 12201TUKVV|LA|NTLBLVD4TH FLOOR, TUKvV|U\WA, 98I68'5121 SABEYO033KK4 Expiration Date: 1/12/2021 SA8EY[ORPORATON I2201TUKVV|LA|NTLBLVD,TUKVV|U\ VVA'98168 DESCRIPTION OpWORK: INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 201 ON FLOOR 2 IN BUILDING B, INTERGATE WEST CAMPUS. THE WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, CASEWORK, AND ARCHITECTURAL FINISHES. MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. Project Valuation: $1,200,000{0 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: V8 Electrical Service Provided by: TUKVV|LA Fees Collected: $16,414.21 Occupancy per IBC: 8 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 2015 National Electrical Code: VVACities Electrical Code: VVA[296468: Code: 07 21 05 ublic Works Activities: [hanne|izadon/Sthping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Rood Control Zone: Hau|ing/OversizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: P Volumes: Cut: O Fill: O Number: 0 No I _—--'__,._—._vvo�x�m�m'x n.°,�""'t`=""="""^'=�g""`"'=: P |hearbycertify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal | | d construction orthe performance ofwork. |amauthorized tnsign and obtain this development permit JM�ee tothe conditions attached tothis permit, 51/7`'40 Signature: ��« ' �^ �5 J Print Name: / -' ' �-t^�---- This permit shall become null and void if the work bnot commenced within 1O0days for the date ofissuance, orif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: I: 'BUILDING PERMIT CONDITIONS* * Z: Work shall beinstalled inaccordance withtheappmvedconstmcdondocwments,andanychangesmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 14: 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) 11: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 12: 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) 13: 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) 15: Maintain fire extinguisher coverage throughout. 16: 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) 17: 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) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: 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) 20: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) Zl: Every exit sign and directional exit sign shall have plainly legible letters not less than hinches (l5Zmm)high with the principal strokes nfthe letters not less than Ci75 inch (l9.lmm)wide. The word ''EX|T"shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not beless than 0.375inch (9Jmm). Signs larger than the minimum established in 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 borisnot energized. |funarrow isprovided aspart nfthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|F[1013.6�1) 22: Exit signs shall beilluminated atall times. Toensure continued illumination for aduration nfnot less than 9Ominutes incase ofprimary power loss, the sign illumination means shall beconnected manemergency power system provided from storage batteries, unit equipment or on -site generator. (|F[l0ll6.]) Z]: 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 atfloor level. Illumination levels shall bepermitted todecline toO.6foot-candle (Glux) 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 maxim u m-to-mini mum illumination uniformity ratio of 40 to 1 shall not be exceeded. (|F[lOO83.5) 27: Fie protection systems shall be maintained inaccordance 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 tofire protection systems shall bedone inaccordance with applicable standards. (|FC9DI,4) 25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPAl3'B.6.53.3) 24: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation o,modification, New sprinkler systems and all modifications tnsprinkler systems involving more than 5Oheads shall have the written approval ofFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. Z436). 28: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A.72and City Ordinance #2437. 29: Maintain square foot coverage ufdetectors per manufacturer's specifications inall areas including: closets, elevator shafts, top ofstairwells, etc, (NFPA7Z'17.l3.1) 30: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|F[9O12) 31: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 32: All electrical work and equipment shall conform strictly tothe standards of the National Electrical Code. <NFPA7Cy 33: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8V3.11cfthe International Building Code. 34: 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. 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests, (City Ordinances #Z436and #Z437) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition nrviolation. 36: These plans were reviewed byInspector 51l. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZO6)57S4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438-9350 1700 8U|LD/NGF|NAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 1- -1 Building Permit No. 171'k O 4 I Project No. I ('I �� Date Application Accepted: Date Application Expires: , el�qo (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 Tenant Name: SABEY CORPORATION Suite Number: 201 Floor: 2 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 Int'l Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: toms@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Int'l 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 m ..No ARCHITECT OF RECORD Company Name: Sabey Architecure Architect Name: Kara Anderson Address: 12201 Tukwila Int'l 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: LENDERBOND 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 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ •2_vv\\\\\ Q\A Existing Building Valuation: $ Describe the scope of work (please provide detailed information): INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 201 ON FLOOR 2 TN 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? LI Yes IZ.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 18,400 VB B rd Floor 17,928 7,709 VB B 3'd Floor 16,867 VB B Floors 4 thru 4 16,641 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: Compact: Handicap: Will there be a change in use? 0 Yes Ej No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 1:;?) Automatic Fire Alarm D __None Eli 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. HAApplicationsTonns-Applications On Line \2011 Applications \Permit Application Revised - 8-9-11,docx Revised: August 201 bh Page 2 of 4 11 11 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 El ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ ... V alley View 0... Sewer Availability Provided 0 .. Highline ❑ .. Renton 0 .. Renton ❑ .. Seattle Septic System: El On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond El .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance El ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way El El ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements El ...Traffic Control El ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) El ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank El .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 77 0 .. Grease Interceptor ❑ .. Channelization El .. Trench Excavation ❑ .. Utility Undergrounding El ...Permanent Water Meter Size... WO # El ...Temporary Water Meter Size., 1, WO # El ...Water Only Meter Size 71 WO # ❑ ...Deduct Water Meter Size El ...Sewer Main Extension Public El Private ❑ ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip n:\ApplicationsWonns-Applications On Line \2011 Applications\Petmit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN Rt R AUTHI RIZED AGENT: Signature:Print Name: Name: NNA KRASINSKAYA Mailing Address: 12201 Tukwila Int'l Blvd Date: 11/18/2019 Day Telephone: (206) 639-7957 Tukwila WA 98168 City State Zip FIAApplicatious\Forms-Applications On Line\201I Application s\Permit Application Revised - 8.9-I I.docx. Revised: August 2011 bh Page 4 of 4 Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $72.10 D19-0367 Address: 12201 TUKWILA INTL BLVD 200 Apn: 0923049120 $72.10 d Fee Credit Card Fee DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20411 R000.369.908.00.00 R000.345.830.00.08 0.00 1.00 $2.10 $70.00 $70.00 $72.10 Date Paid: Wednesday, March 11, 2020 Paid By: ROBERT PRITCHETT Pay Method: CREDIT CARD 035204 Printed: Wednesday, March 11, 2020 12:37 PM 1 of 1 CRWSYSTEMS CO TUKWILA ETKAKIT 0208 S0UTM[ENTER BLVD TUKWILA, xm 98188 206'433'1870 CITY OF n]xWIL4 0017340000802374464580 Date: 03/11/2020 13:37:18 PM CREDIT CARD SALE MASTERCARD X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE [xno ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILu ETKAKIT 6200 SOUTH[ENTEK BLVD TVKWILA, NA 98188 206'433'1870 [zTv OF TUKwILA Date: 03/11/2820 12:37:18 PM MASTERCARD Thank you! Customer Copy Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $12,294.21 PermitTRAK D19-0367 Address: 12201 TUKWILA INTL BLVD'.200 Apn: 0923049120 ; H $12,294.21 DEVELOPMENT $11,815.70 PERMIT FEE R000.322.100.00.00 0.00 $9,570.12 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,220.58 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $478 51 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19496 R000.322.900.04.00 0.00 $478.51 $12,29411 Date Paid: Friday, January 03, 2020 Paid By: SABEY CORPORATION Pay Method: CHECK 2598 Printed: Friday, January 03, 2020 11:10 AM 1 of 1 Cir SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY I PAID $4,120.00 D19-0367 Address: 12201 TUKWILA INTL BLVD 200 Apn: 0923049120 $4,120.00 Credit Card Fee $120.00 Credit Card Fee R000.369.908.00.00 0.00 $120.00 DEVELOPMENT $4,000.00 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R19099 R000.345.830.00.00 0,00 $4,000.00 $4,120.00 Date Paid: Monday, November 18, 2019 Paid By: KARA ANDERSON Pay Method: CREDIT CARD 052416 Printed: Monday, November 18, 2019 2:02 PM 1 of 1 SYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 11/18/2019 02:01:37 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********2960 K TRAN AMOUNT: $4,120.00 APPROVAL CD: 052416 RECORD 8: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://www.myvirtualmerehant.com/VirtualMerchant/transaction.do?dispatchMethod=pr... 1 1 /1 8/201 9 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 11/18/2019 02:01:37 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********2960 K TRAN AMOUNT: $4,120.00 APPROVAL CD: 052416 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://www.myvirtualmerchant.com/VirtualMerchant/transaction.do?dispatchMethod=pr... 11 / 18/2019 INE NEUTRA GND CENTRAL INVERTER UNIT 2.0101/ 0 MIN BATTERY SWITCH EGRESS FIXTURES INVERTER UNIT WIRING DIAGRAM SCALE :: NONE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 0 2022 City of Tukwila BUILDING DIVISION CORRECTION LTR# ITO REVISI N NIL ECEIIVE AUG 16 2022 Community Development WC-2 COMMERCIAL SPECIFICATIONS wawallplanks A(Z)FromTheForest product FOR ORIGINALS CONSTRUCTION lirThree ply engineered construction with hardwood top veneer, wood fiber core and hardwood bottom veneer • 100% North American Hardwood • Self -Adhering Adhesive: Industrial grade. Flexible, durable, bonding adhesive Veneer Grade: Top Layer Thickness: 0.8 mm Core: #1 common and better, sliced and spliced hardwood veneer High Density Wood Fiber Board (HDF) made with 100% recycled forest content. Core density is 57 lbs per cubic foot; swelling coefficient 6% Bottom layer Thickness: 0.8 mm Total Thickness: Width: Lengths: 1/4" 5.1" 12- 47" with over 80% full length boards Edge Profile: Overlapping shiplap on long sides of each board SURFACE Texture: Smooth or wire brushed Finish: Three coats of polyurethane UV cured top coat Sheen: Low Gloss 4-6% Color Variation: Varies by SKU INSTALLATION Method: Applications: TECHNICAL Warranties: Smoke and Flame rating: Peel & Stick FIECE /ED AUa16222 Community Development CORRECTION Vertical, Horizontal or ceiling (see installation instructions) 10 years on product construction Class C-ASTM E-84 (Stocked Product) Class A-ASTM E-84 (Special Order) ENVIROMENTAL INFORMATION & CONTRIBUTION TO LEED re: impliance: Carb 2 Compliant and Lacey Act Compliant ED points: 4—Recycled content, MRc 6—Regional Materials, IEQc-4.1 Low emitting materials— adhesives, HDF (high density fiberboard) is made with 100% pre -consumer wood waste ONE STYLE TRIM PIECE (OVERLAP EDGE) can be used to cap wall in any direction or with two pieces as inside/outside corner. Example of overlap edge being used to cap the wall Example of two trim pieces being used as an outside cornet iNAby 00 www.Wallplanks.com S v stai c. v wc-1 atehaLs Index Sustainable Materials, by design and through its business model, helps develop and bring cutting edge European design and innovation to the North American decor market We achieve this by leveraging our deep manufacturing partnerships throughout Europe. With a focus on sustainability (raw material inputs and low toxicity), product development revolves around creating better products. Even an environmental skeptic would use them because of their excellent technical and design merits. We have then achieved our goal. And sustainability is inherent We believe in creating better products for a brighter and more sustainable future. Having won numerous 'global' design awards and accolades, Sustainable Materials' products grace walls, ceilings, and shelves of leading corporations the world over. From Hospitality and Healthcare, to Store and Office design, to the 'retail' channel and OEM production, the marriage of our manufacturing capabilities with a deep product development and design skillset prove an invaluable asset to our partners. We are focused, nimble, and able, and deliver on our clients' expectations, whether standard in nature, or customized based on specific needs. Please look through this brochure, and supplement it by Muratto 0 Versacork rr� cz z,c Organic Blocks am c"1 c co 0 a E Cork Strips() -3(-3U6 8 Design Blocks CC 10 Acoustical Panels , 11 Cork Bricks V •, 16 Primecork 620 0 z Concrete Flex I: Z 24 Korkstone 0 28 M CD 0� > U J W 38 navigating through our website to see our complete product line. Also, please visit our sister company, Sustainable Flooring (www.SustainableFlooring.com), which allows the same product Textura development mindset and beliefs, but focuses on commercially viable flooring, and our partner Decor Acoustics (www.DecorAcoustics.com), which offers high -value panels, baffles, and ceiling tiles for acoustically sensitive spaces. (2ete Nichols, President cc Recycled 40 Thermosaics 44 7 3 Muratto° is one of the most recognized and respected natural surface brands in Portugal. An effective cooperative, focusing on bringing sustainable innovations in wall and surface decor to market, Muratto has proven its worth since its inception in 2013. Its unique products have resulted in enthusiastic consumers around the world. Muratto has four directives in its approach to product development: Natural Lifestyle, Design, Sharing, and Comfort. NATURAL LiFESTYLE Muratto bases its processes and innovations on sustainable design. Whether working with natural raw materials or designing a product around a material's inherent technical attributes, the natural element of raw material selection drives Muratto's design innovations. DESIGN Good design is evident in everything that comes from Muratto. Leveraging cultural and historical design elements from around the globe, Muratto benefits from the input of its network of international designers. Muratto then develops manufacturing methods to bring these visions to reality, engaging its skilled multigenerational Portuguese craftsmen and women. Bringing the spectrum of international design together with the handiwork of skilled artisans has helped define Muratto's identity and resulted in global Design Awards and accolades. ii7,4 SHARING Sharingis an integral part of Muratto's mission. With an g historic background based on the Portuguese tradition of sharing, whether a meal with family or spending time to embrace one's surrounding with o4fiels, Muratto believes in bringing this tradition full circle. Looking beyond their immediate reach into an online presence,Puratto engages partners and clients in almost 50 countries. Shared discussions and feedback are integrated into all aspects of its operations. INTERIOR COMFORT Comfort and what that means for a building's occupants is a focus in their design. Each product developed is endowed with features that enhance the daily life of its user. Inspirational visual impact, acoustic sound mitigation and ambient comfort are key elements in all of Muratto's innovations. Regardless of how one uses their individual senses to find interior comfort, Muratto is continuously working on product development in ways that contribute to this goal. T aaddoa + adm 6oz 6!z recycled + rapidly renewable w - auo.Llapun 0 0 0 algeziwolsm parniap ijnua - uo6oxaq \ / P ,33 CFO `-± c2ii c) 0 OD 0 Organic Blocks Snps are larger format, lower relief panels that excel in larger installation areas where understated decor elements are of greater importance than striking vi- sual artistic designs. Infinity Step 690*390*7mm/pc -(27116"x15113"x 511E1 10pcs lbox -(29.6 sqft I box) Zigzag 702*398*7mmlpc -(27 518" x 15 518rrx 511E1 10 pcs l box -(30 sqft I box) Wave 507*504*7inmlpc -(20" x 19 718' x 5110 10 pcs I box -(27.5 sqft I box) 707*487*12mmlpc -(27 718" x 19116" x 11z") 10 pcs I box -(37 sqft I box) Geometric 634*400*1mmlpc -(25" x 15114' x 5116") 10 pcs I box -(27.3 sqft I box) Noise Reduction Coefficient: 0,30 Fire -rating: Class A (in 'sprinkled (absorbs -50% of human voice frequency) assemblies; Class B is standard) Installation: Direct glue Color Options Natural Yellow Red Olive Turquoise Taupe Grey Ivory Copper Bordeaux Emerald Blue Aubergine Black 9 Organic Blocks Organic Blocks Desg Bloc CS st C J c oo Color Options is the flagship line within the Organic Blocks that presents itself in high -relief, molded, geometric shapes that either are installed in a single color or can be intermixed for a more customized full wall or 'artistic feature' installation. Chock 250*250*24mmlpc -(9718"X9718"x1") 16pcs lbox -(10.76 sqft I box) Peak 250*250*24mmlpc -(9718"x97I8"x1") 16pcs lbox -(10.76 sqft I box) Senses 250*160*45mmlpc -(9718"x6114"x1314") 15pcs lbox -(4.68 sqft I box) Drop 224.2*150*34.4mmlpc -(8 7/8" x 5 718 X 1 1/3 ) 15 pcs I box -(3.63 sqft I box) Minichock 250*250*24mm/pc -(9 7/8" x 9 718" x1") 16pcs lbox -(10.76 sqft I box) Beehive Ili 250*180*22mmlpc -(9718 x7118 x7181 16pcs 1box -(7.75 sqft I box) Hexagon 220*190*30mmlpc -(8213"x73I7"x12I5") 22 pcs I box -(7.41 sqft I box) Noise Reduction Coefficient: 0.30 NRC (absorbs -50% of human voice frequency) Fire -rating: Class A (in 'sprinkled assemblies; Class B is standard) Installation: Direct glue are designed to provide very high levels of acoustic absorption using a contemporary aesthetic that embraces shadowing elements which add greater transitional 'depth' to the designs. YYYxrV ''x'I Undertone Y t 1 w * • w b ,� b F W Ir r r • w Y 1 1" b I M w r b b 0, w x r w ■ V r y p* r r v 500*500*29mmlpc -(19 518" x 19 5/8" x 1") 4 pcs l box -(10.76 sqft I box) Noise Reduction Coefficient: 0.70 (installing wl 'sleeper' system; 0.60 - as direct glue) Fire -rating: Class A (in 'sprinkled assemblies; Class B is standard) Installation: 'sleeper' system or direct glue Buzzer 500*500*29mm1pc -(19 518" x 19 518" x 1") 4 pcs l box -(10.76 sqft I box) Noise Reduction Coefficient: 0.80 (installing wl 'sleeper' system; 0.70 - as direct glue) Fire -rating: Class A (in 'sprinkled assemblies; Class B is standard) Installation: 'sleeper' system or direct glue Natural Ivory Yellow Copper Red Bordeaux Olive Turquoise Emerald Blue Taupe Aubergine Grey Black 10 11 WV-1 Tom S ader From: Anna Krasinskaya Sent: Thursday, August 4, 2022 1:52 PM To: Patricia Studley Cc: Tom Spader Subject: RE: Sierra Wood Veneer - Elements Veneer Thank you very much! Anna Krasinskaya, Assoc. AIA, LEED Green Associate Architectural Project Designer E annak@sabey.com T 206-277-5244 M 206-639-7957 Si'BEY @II II From: Patricia Studley <pstudley@sierrafp.com> Sent: Thursday, August 4, 2022 12:07 PM To: Anna Krasinskaya <AnnaK@sabey.com> Cc: Tom Spader <TomS@sabey.com> Subject: RE: Sierra Wood Veneer Elements Veneer Hi Anna, This information is being sent from my Canada counterparts. We can custom lay-up Element Veneer on any core you require. So if you require Class A Fire Rating we could apply the veneer to a FR PBC or FR MDF substrate. There may be minimums for the custom core, usually like 10 sheets. Hope this helps! Thank you, Patti CORRE TION LTR# REVISION NO1 Patricia Studley I Architect & Design Specification Representative Sierra Forest Products RECEIVED t. 253 852 0070 ext. 4710 I m. 206 561 4852 pstudley@sierrafp.com I www.sierrafp.com AUC1 1 6 2022 From: Anna Krasinskaya <AnnaK@sabev.com> Sent: Thursday, August 4, 2022 11:28 AM Community Development To: Patricia Studley <pstudlev@sierrafp.corn> Cc: Tom Spader <TomS@sabev.com> Subject: Sierra Wood Veneer - Elements Veneer 1 INTERFACE TEST REPORT S-181003-00010 CPT-1 Page 1 of 2 Test Method Conducted: Interface Test Report #03/G 2 ASTM E648 Critical Radiant Flux of Floor -Covering Systems Using a Radiant Energy Heat Source Test Method Performed By: Interface Testing Laboratory NVLAP Code: 200402 Graham Scott Technical Center 1603 Executive Dr. LaGrange, GA 30240 (706) 812-6152 FAX: (706) 884-8669 Date Requested: Requested By: Customer: Style Name: Style #: Backing: Testing Complete: Report Issued: Supplement Statement: Supplement Number: Revision No: 10/03/2018 Jessie Phillips Interface BROWNSTONE 13923 GlasBac 10/10/2018 03/07/2011 NA NA 1 CORRECTION Subject: The test was conducted in accordance to test method; ASTM E 648 Flooring Radiant Panel test. (This test method is sometimes referred to as Federal Test Method 372 and NFPA 253). Scope: The fire -test -response standard measures the critical radiant flux at flame -out. It provides a basis for estimating one aspect of fire exposure behavior for floor -covering systems. The imposed radiant flux simulates the thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames or hot gases, or both, from a fully developed fire in an adjacent room or compartment. The standard was developed to simulate an important fire exposure component of fires that develop in corridors or exitways of buildings and is not intended for routine use in estimating flame spread behavior of floor covering in building areas other than corridors or exitways. Test Specimen Sampling and Conditioning: Test specimens shall be the floor -covering system sized to provide for adequate clamping in the mounting frame, When testing tiles, select samples representing the largest dimensions manufactured. All Test results are are applicable to tiles of smaller diemension. Mount the specimen so that the first joint is located the farthest distance from the zero point. Report the finished dimensions of the tile tested. Test results are applicable to tiles of smaller dimensions. Condition test specimens at 69.8 °F and a relative humidity of 50 ±5% horizontally or vertically in open racks for 48h; carpet specimens that have been glued down shall be conditioned for a minimum of 96h. Record Storage: All raw data pertaining to this study are to be retained in designated Interface Testing Laboratory electronic and/or hard copy files. A copy of the raw data, tables, graphs, or tabulations which support this report can be obtained upon request. Test Name Test Result Burner Board Type (1) Smooth Hardie Board Underlay Type (1) None Mounting System (1) Glued GridSet 2000 ASTME6481 Total Bum Length (1) 42 ASTME6481 Total Burn Length (2) 38.5 ASTME6481 Total Burn Length (3) 36 ASTME6481 Flame Front Out (1) 84:32 ASTME6481 Flame Front Out (2) 50:46 ASTME6481 Flame Front Out (3) 32:00 ASTME6481 Critical Radiant Flux Runt (1) .48 ASTME6481 Critical Radiant Flux Run2 (1) .55 ASTME6481 Critical Radiant Flux Run3 (1) .60 ASTME6481 Average Critical Radiant Flux (1) .54 ASTME6481 Standard Deviation (1) .06 ASTME6481 Variance (1). 10.90 2. RECE WED AUG 16 2022 Community Development The NFPA Life Safety Code 101 spcifies as Class I Citical Radiant Flux of 0.45 watts/sq cm or higher and Class II Critical Radiant Flux as 0.22 - .44 watts/sq cm. Accredited by the National Voluntary Laboratory Accreditation Program (NVLAP) for the specific scope of Accreditation under NVLAP Lab Code #200402 INTERFACE TEST REPORT 5-181003-00010 Page 2 of 2 Test Method Conducted: Interface Test Report #03/G12 ASTM E648 Critical Radiant Flux of Floor -Covering Systems Using a Radiant Energy Heat Source Toni Brown Approved Signatory This report is provided for the exclusive use of the customer to whom it is addressed. Any communication of the contents hereof to others requires our prior written consent. This report applies only to the standards or procedures identified and to the sample (s) tested. The test results are not necessarily indicative or representative of the qualities of the lot from which the samples was taken or of apparently identical or similar products. Accreditation or any of its test reports in no way constitutes or implies product certification, approval, or endorsement by NIST or any agency of the US. Government. pProfessional Testing Laboratory, Inc, TEST REPORT DATE: 04/13/2012 CPT-2 TEST NUMBER: 146559 CLIENT Chilewich, LLC. TEST METHOD CONDUCTED ASTM E648-08 Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using A Radiant Heat Energy Source, also referenced as NFPA 253 and FTM Standard 372 DESCRIPTION OF TEST SAMPLE IDENTIFICATION Boucle Tile COLOR Coffee GENERAL PRINCIPLE This procedure is designed to measure the critical radiant flux at flame out of horizontally mounted floor covering systems exposed to a flaming ignition in a test chamber which provides a graded radiant heat energy environment. The imposed radiant flux simulates the thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames from a fully developed fire in an adjacent room or compartment. The test result is an average critical radiant flux (watts/square cm) which indicates the level of radiant heat energy required to sustain flame propagation in the flooring system once it has been ignited. A minimum of three test specimens are tested and the results are averaged. Theoretically, if a room fire does not impose a radiant flux that exceeds this critical level on a corridor floor covering system, flame spread will not occur. The NFPA Life Safety Code 101 specifies as Class 1 Critical Radiant Flux of .45 watts/sq cm or higher and Class 2 Critical Radiant Flux as .22 - .44 watts/sa cm. FLOORING SYSTEM ASSEMBLY SUBSTRATE Mineral-Fiber/Cement Board UNDERLAYMENT Direct Glue Down ADHESIVE Advanced Adhesive 272 CONDITIONING Minimum of 96 hours at 70 ± 5° F and 50 ± 5% relative humidity Distance Burned Time To Flame Out Critical Radiant Flux Specimen 1 20 cm 5 minutes 0.95 watts/square cm Specimen 2 24 cm 5 minutes 0.84 watts/square cm Specimen 3 21 cm 5 minutes 0.92 watts/square cm Average Critical Radiant Flux 0.90 Watts/Square Cm Standard Deviation 0.05 Watts/Square Cm Coefficient of Variation 5.14 * NOTE: Meets or exceeds Class I rating as specified in NFPA Life Safety Code 101 and IBC 804.2 Classification. CORRECTION LTR# 1 ro REVISI N APPROVED BY: RECE[VE® AUG 16 2022 Community Development KVA This facility is acaedtedbythe Ntiona1 Vobmary Laboratory Accreditation Pmgcam for the specific scope of acaedismemxuder Lab Code 100297. This acaed±Atim does not camst ite an endorsement, certi5ca1ion,orapprovalbyNET or any agency ofthe United States Govermerdfarthe pmducttested.This report isprovided for the exclusive use af the diet to whim it. is addressed. limey be used in its ertiretyto gainprodua acceptance from duly constituted aid -prides. This report applies onlyto those samples tested and is notnecessanlyiddicatkre of appanertV iderm.cal of similar products. This repot orthe name of Professional TestatgLaborttcay itc. shall rotbe used under arse circumstance in adoertis ngto the generalpubfic . INTERFACE TEST REPORT S-200609-00005 CPT-3 Page 1 of 2 Test Method Conducted: Interface Test Report #03/G12 ASTM E648 Critical Radiant Flux of Floor -Covering Systems Using a Radiant Energy Heat Source Test Method Performed By: Interface Testing Laboratory NVLAP Code: 200402 Graham Scott Technical Center 1603 Executive Dr. LaGrange, GA 30240 (706) 812-6152 FAX: (706) 884-8669 Date Requested: 06/09/2020 Requested By: Nena Cotton Customer: Interface Style Name: WW880 Style #: 12820 Backing: GlasBac Testing Complete: 06/18/2020 Report Issued: 08/28/2020 Revision No: 1 Subject: The test was conducted in accordance to test method; ASTM E 648 Flooring Radiant Panel test. (This test method is sometimes referred to as Federal Test Method 372 and NFPA 253). Scope: The fire -test -response standard measures the critical radiant flux at flame -out. It provides a basis for estimating one aspect of fire exposure behavior for floor -covering systems. The imposed radiant flux simulates the thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames or hot gases, or both, from a fully developed fire in an adjacent room or compartment. The standard was developed to simulate an important fire exposure component of fires that develop in corridors or exitways of buildings and is not intended for routine use in estimating flame spread behavior of floor covering in building areas other than corridors or exitways. Test Specimen Sampling and Conditioning: Test specimens shall be the floor -covering system sized to provide for adequate clamping in the mounting frame. When testing tiles, select samples representing the largest dimensions manufactured. All Test results are are applicable to tiles of smaller diemension. Mount the specimen so that the first joint is located the farthest distance from the zero point. Report the finished dimensions of the tile tested. Test results are applicable to tiles of smaller dimensions. Condition test specimens at 69.8 °F and a relative humidity of 50 t5% horizontally or vertically in open racks for 4Bh; carpet specimens that have been glued down shall be conditioned for a minimum of 96h. Record Storage: All raw data pertaining to this study are to be retained in designated Interface Testing Laboratory electronic and/or hard copy files. A copy of the raw data, tables, graphs, or tabulations which support this report can be obtained upon request. Test Name Test Result Deviations (1) N Burner Board Type (1) Smooth Hardie Board Underlay Type (1) None Mounting System (1) GridSet 2000 ASTME6481 Total Burn Length (1) 41 ASTME6481 Total Burn Length (2) 44 ASTME6481 Total Burn Length (3) 43 ASTME6481 Flame Front Out (1) 57 ASTME6481 Flame Front Out (2) 51 ASTME6481 Flame Front Out (3) 60 ASTME6481 Critical Radiant Flux Runt (1) .50 ASTME6481 Critical Radiant Flux Run2 (1) .44 ASTME6481 Critical Radiant Flux Run3 (1) .46 ASTME6481 Average Critical Radiant Flux (1) .47 ASTME6481 Standard Deviation (1) .03 ASTME6481 Variance (1) 6.04 RECEWED AUG 16 2022 Community Development The NFPA Life Safety Code 101 spcifies as Class I Critical Radiant Flux of 0.45 watts/sq cm or higher and Class II Critical Radiant Flux as 0.22 - .44 watts/sq cm. Uncertainty: Judgments and findings are based on the most current test methods available. The laboratory can only ensure the test results for the specific items tested. Unless otherwise noted as a deviation in this test report, all tests performed to comply with the stated test method. Accredited by the National Voluntary Laboratory Accreditation Program (NVLAP) for the specific scope of Accreditation under NVLAP Lab Code #200402 CORRECTION [�[ISION LTR INTERFACE TEST REPORT S-200609-00005 Page 2 of 2 Test Method Conducted: Interface Test Report #03/G12 ASTM E648 Critical Radiant Flux of Floor -Covering Systems Using a Radiant Energy Heat Source Keisha Scott Approved Signatory This report is provided for the exclusive use of the customer to whom it is addressed. Any communication of the contents hereof to others requires our prior written consent. This report applies only to the standards or procedures identified and to the sample (s) tested. The test results are not necessarily indicative or representative of the qualities of the lot fromehich the sampleo was taken or of apparently identical or similar products. Accreditation or any of its test reports in no way constitutes or implies product,cectpcation, apprmiiil, or endorsement by NIST or any agency of the US. Government. Tom Spader From: Sent: To: Subject: Anna Krasinskaya Tuesday, July 26, 2022 10:00 AM Tom Spader FW: [EXT]: RE: Ann Sacsks: Wellness Center - Tile Testing Tom, Please see below from Sarah regarding the flame spread for the tile per IBC. Thank you, Anna Krasinskaya, Assoc. AIA, LEED Green Associate Architectural Project Designer E annak@sabey.com T 206-277-5244 M 206-639-7957 SfrdeBEY MI El ID From: BRANSCOM, Sarah <SARAH.BRANSCOM@annsacks.com> Sent: Tuesday, July 26, 2022 9:05 AM To: Anna Krasinskaya <AnnaK@sabey.com> Subject: RE: [EXT]: RE: Ann Sacsks: Wellness Center Good Morning Anna, Chatted with our MADE factory and for our MADE Mason, the clay is free of organics. There is nothing to burn therefore are by nature flame resistant. Due to this, there isn't a testing report or any document to provide. I hope this helps! Best, Sarah Branscom DESIGN SALES ASSOCIATE T: 206.441.8917 ext 42232 nI SOUS I KALLISTA I rcb-Ern 2201 WESTLAKE AVE, STE 103 RECENED AUG 16 2622 Community Development CORRECTION LTR# rd REVISION NO. WD-1 Metropolitan Hardwood Floors, Inc. 811 Cliveden Avenue Delta, British Columbia, Canada, V3M 5R6 Toll-free:1-800-992-3163 I www.metrofloors,com METROPOLITAN SINCE1992 RE: Fire Ratings (Wood Flooring Products) June 2022 Thank you for your inquiry regarding fire ratings for the Metropolitan's Kentwood family of engineered wood floors. Generally a product does not carry a fire rating itself unless it's been treated to reach a certain C performance level and then tested specifically against that performance standard. We have not provided additional treatments to our floors specifically to retard flame/smoke/fire spread. co- We understand that architectural specifications usually require rating an entire assembly --the structure to itself --a rating which we are told is created by looking at the entire architectural condition. It is often a function of combining the product's condition (thickness, species, finish, construction, etc.) with the subfloor's (or sub wall) condition. While there are common conditions, the ratings and factors used to CL- calculate them will sometimes vary based on specific state or even local building codes. Most building o provide rovide certain default numbers to be used for different flooring g products and unless the product is c1- designed and referenced to specifically perform above the standard, a rating is usually not required. We CD found this post to be a useful explanation of product types: https://surviving-wildfire.extension.org/fire- Z ratings -for -construction -materials/ The use of flooring on walls or ceilings does often lead to a request for a more specific number. For wood flooring utilized on other surfaces, most American specifiers rely on the 'Design for Code © Acceptance' guideline published by the American Wood Council in 2017. (https://www.awc.org/codes- C� standards/publications/dcal) The Canadians use similar standards and have similar conclusions as found in their fact sheet: https://cwc.ca/wp-content/uploads/2020/09/Fact-Sheets-Surface-Flammability-and- Flame-spread-Ratings.pdf Canadian builders may also wish to review building code requirements and testing types here: https://www.floorcoveringreferencemanual.com/a08a---flammability-issues.html These references provide testing results of commonly used wood building materials, both for various species and composite plywood products. If requested, we can provide construction details for specific products that can be compared to the information in the guide. While no representations are made, we have found that the components utilized for the majority of our engineered wood floors appearing in the reference met a flame spread index of less than 200, which meets the Class C requirements. We do not recommend using species specific ratings as they are usually based on bare wood conditions. If you are interested in reviewing information regarding achieving fire rating standards when designing with wood products, we recommend the material provided here: http://awc.org/codes-standards/fire. It is a rich resource for both speciesspecific data and information on designing complete systems. CORRECTION LTR# re VISION NU;. RECEWED AUG 16 2022 Community Development Metropolitan Hardwood Floors, Inc. 811 Cliveden Avenue I Delta, British Columbia, Canada, V3M 5R6 Toll-free:1-800-992-3163 I www.metrofloors.com ^^ METROPOLITAN SINCE 1992 A study comparing seven flooring materials concluded that "Wooden based floorings such an oak parquet, spruce board, OSB boards are high (sic) recommended." http://www.isca.in/rirs/archive/v3/i10/9.ISCA- RJRS-2013-936.pdf Additional resources on wood design may be found at http://www.apawood.org/fire-rated-systems and http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr190/chapter 18.pdf. We are asked frequently if our finish has a fire rating. Although we use excellent finishes that we believe contribute towards reduced flame spread, we cannot make any specific finish -rated claim. A fire rating is done on the full product, not just the finish. To make an exact fire rating claim, each unique line usually must be tested individually- they may have slightly different finish conditions, utilize different thickness (or W type or species) of veneer, platform conditions, and the like. Even products within the same series usually c� should not be grouped for fire ratings: each individual product type could require an individual test to receive a rating. As noted above, based on past experience most of our floors test as a C, but we can not cr) make any claim without a specific test. w We are also often requested to recommend a site finish that can be applied during or after installation. - Unfortunately, we do not have a specific on -site treatment that we recommend. It is possible that any additional spray or treatment could change the color of the floor or impact the finish or cause some other W reaction may also invalidate our warranty. Any failures as a result of the use of topically added products are not covered under our warranty. c.� If you require a product specific rating, there are a variety of testing services, including, but not limited to: F-- c� https://www.capitaltesting.org/fire-laboratory-testing-services https://www.intertek.com/building/fire-testing https://professionaltesting.us/our-services/flammability-testing U http://www.nrc-cnrc.gc.ca/eng/solutions/facilities/fire resistance.html We recommend you use the default rating outlined in your specific building code for your product, as we make no specific warranty beyond that default, but if you would like to arrange for testing, we are pleased to help. Thank you. Product Catalog SARGENT ASSA ABLOY CORRECTION LTR#_1-- REVISION NO.' 1 0 Line Cylindrical Lever Lock RECEiVED AUG 1 6 2022 Community Development Experience a safer and more open world Overview 10 Line Cylindrical Lever Locks .SARGENT ASSA AMOY A heavy duty cylindrical key -in -lever lock designed to exceed the requirements of ANSI/BHMA A156.2 Series 4000 Grade 1. The 10 Line is the standard for institutional applications such as medical, educational and municipal facilities. Solid cast levers Multiple key systems Universal non -handed Applications • Heavy duty commercial and institutional interior and exterior doors • Offices • Schools/Universities • Hospitals • Manufacturing facilities Multiple through -bolt positions Accommodates doors 1-3/4" to 2" thick 2-3/4" Std 2-3/8", 3-3/4" and 5" optional backsets Self -tapping screws Retained through -bolt screws 0 0 0 BHMA 0 e Hurricane Experience a safer and more open world 1-800-727-5477 • www.sargentlock.com 3 ma ®2 �' Certifications 10 Line Cylindrical Lever Locks SARGENT ASSA ABLOY Certification/Compliance ANSI/BHMA Certified ANSI/BHMA A156.2 (2017) Series 4000 — Grade 1 UL/cUL UL/cUL listed to US and Canadian safety standards for 3 hour doors up to 4' x 10' (double doors require 41- option) NFPA 80 Conforms for life safety and property protection, Standard for Fire Doors and Other Opening Protectives Positive Pressure Meets ANSI/UL 10C, Positive Pressure Fire Test of Door Assemblies ADA All levers conform to ADA clear opening width requirements of ANSI A117.1 California State Reference Code (Formerly Title 19, California State Fire Marshal Standard) All levers with returns comply; levers return to within 1/2" (13mm) of door face Windstorm/Hurricane All individual components of a total door opening are required to comply with each code. Any retrofit or other field modification to a fire rated opening can potentially impact the fire rating of the opening, and Sargent Manufacturing Company makes no representations or warranties concerning what such impact may be in any specific situation. When retrofitting any portion of an existing fire rated opening, or specifying and installing a new fire -rated opening, please consult with a code specialist or local code official (Authority Having Jurisdiction) to ensure compliance with all applicable codes and ratings. Windstorm Certifications: Florida Building Codes & UL Listings SARGENT Manufacturing's products meet building codes that require hurricane and windstorm certifications, including some of the most stringent building codes as specified in the Florida Building Code, Miami Dade Code and the International Building Code. Listed below are certifications and standards met by the 10 Line lock. Florida Building Code: FL2998 UL Certification Directory: ZHEM.R21744 — Latching Hardware ANSI/SDI A250.13 (2014) "Testing and Rating of Severe Windstorm Resistant Components for Swinging Door Assemblies" ASTM E330 (2002) "Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference"* ASTM E1886 (2005) "Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials"* ASTM E1996 (2009) "Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes"* (TAS) 201 (1994) "Impact Test Procedures"* (TAS) 202 (1994) "Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference"* (TAS) 203 (1994) "Criteria for Testing Products Subject to Cyclic Wind Pressure Loading"* * Published in the 7th Edition (2020), "Florida Building Code" (FBC), State Product Approval Number FL2998 UL Certification Directory: ZHLL.R21744 — Products for Use in Windstorm -rated Assemblies Certifications to meet assembly requirements are done in conjunction with doors from ASSA ABLOY Group companies CECO DOOR and CURRIES. ASTM E330 (2002) "Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference" ASTM E1886 (2005) "Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials" ASTM E1996 (2009) "Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes" 90144 01/22 4 1-800-727-5477 • www.sargentlock.com Experience a safer and more open world Techn��~�—L—��^�~��� ������'/"� ical |. .|~.~.| Details10 Line Cylindrical Lever Locks ,SARGENT Door prep ^mSVGHwmAx56.115 Door Thickness 1-3/4^y4mm>thick door adjusts m2^(5lmm)standard 1'3/8^ (3Smm)thick door, specify 1'Option for Adapter plates ' 0ackscts 2'3/4^ (70mm)backnrtw/1'1/8^ front (standard) 2-3/8.(60mm) backset wide front (specify 20- Option) 3-3/ ^ <95mm>backse w/l'l/8^ front (specify 23 ) 5^ (127mm) 6ncksetw/l 1/8^ front (specify 25'Option) Cylindrical Housing Steel, zinc dichromate finish Front Wrought brass, bronze and stainless steel 2'1/4^ (57mm)v 1'1/8^ (29mm) Fixed Bevel 2'1/4^(57mm)x1^ (25mm)Vnduded with 20- Option) Strike Wrought brass, bronze and stainless steel 800cvrved |ipstrikp-—standpnj OV0curved lip ANSI strike(specify 28- Option) Wrought box strike available (specify w8S-Option) Hand All lOLine Locks are non -handed except for the G&YLevers Roses Heavy wrought brass and bronze iatchbv|t Stainless steel n2^<13~m>throw Brass 3/4^(19mn) throw for pairs o|doors (specify 4l'Option) Cylinder Brass, 6-pin L4keyway, l-bitted standard, specify KDfn,keyed different/random Key, Two nickel silver change keys per lock standard Ma`terkoyiog Can be master keyed or grand master keyed Constuuction key systems available Finishes See page 15 Minimum Stile 4'1/2^ 014mm} nannmr Seven-year limited Strength, Durability and Security ° Cycle Test: ExceedsANSI/ HMAA1562Grade1 requirements °4busive Locked Lever Torque- withput entry gained: Exceeds1.5 times ANSI/BHMA Al 56.2 Grade 1 requirements Convenience " Installs m1minute mless " Quickly adapts mfit multiple through -bolt positions " User friendly packaging " User friendly instruction sheets , Solid feel and precise lever action ° Slim rose design available ^ Decorative Levers --Coastal Senesdemgns—Gv|fportxnd Yarmouth ° Levers are solid one piece cast construction, except ''J" lever Flexibility ° Fits avariety ofdoor preparations with adaptable through -bolt positioning ° Accommodates retrofit applications with optional 2-3/8^.3-3/4^ and s^ tackoet|atche^ ° 6xo4lever styles mcomplement awide array ofdesign applications ° Levers (8'L,J&P)are non -handed for efficient warehousing and for ease ofinstallation ° 14Architectural grade finishes ° 21 Functions " SARGENT uses engineered solutions and flexible manufacturing processes toaccommodate special applications Security ^ Tvrx�and spanner screws optional ° Classroom security and multiple locking functions available ° Vandal resistant trim optional (FV« »F«i»») • Security key systems available (DegreeO, Signature, Keso, Experience a safer and more open world 1-8X00-727-5477° � � Lever & Rose Designs 10 Line Cylindrical Lever Locks SARGENT ASSA AMOY Any rose or lever on this page can be combined to suit individual taste. B Lever Design • Lever: B—Solid Cast 5" (129mm) 1-1/2" (38mm) Y Lever Design - Coastal Design - Yarmouth • Lever: Y—Solid Cast 5-3/8" • Handed (137mm) J Lever Design • Lever: J—Wrought • Lever: L—Solid Cast . e • Lever: ever esign P—Solid Cast E c<1 1-3/4" (38mm) io 04 KJ 5-3/8" (137mm) 5-1/2" (140mm) 3/8' (10mm) 3/8' ( 1 0 mm ) G Lever Design - Coastal Design - • Lever: G—Solid Cast 5-1/2 • Handed (140mm) v- Gulfport 1-3/4" (38mm) NOTE: All lever height measurements represent total distance from door face. G Rose Design • Rose G - Heavy Wrought L Rose Design • Rose L - Heavy Wrought 01. 6 Experience a safer 1-800-727-5477 • www.sargentlock.com and more open world Functions 10 Line Cylindrical Lever Locks SARGENT ASSA ABLOY Double Cylinder Functions 16 Classroom Security, Apartment, Exit, Privacy 10G16 • Deadlocking latch • Latch by either lever unless outside lever is locked by key in inside lever • Key in outside lever retracts latch when outside lever is locked • Inside lever always operative • ANSI/BHMA F88 17 Utility, Asylum or Institutional 10G17 13 Exit 10G13 15 Passage 10U15 • Deadlocking latch • Both levers rigid at all times • Latch by key either side • Use only on rooms with more than one exit • • Deadlocking latch • Latch by either lever • Key in either lever locks or unlocks both levers • Deadlocking latch • Latch by inside lever • Outside lever rigid at all times • ANSI/BHMA F89 • Latch by either lever • ANSI/BHMA F75 15-3 Exit or Communicating 10G15-3 (7) 3 • Deadlocking latch • Blank rose outside • Latch by lever inside • Minimum clearance of 1-1/8" on single doors and 2-1/4" between double doors 65 Privacy/Bathroom 10U65 • Latch by either lever unless outside lever is locked by push button in inside lever • Turning inside lever or closing door releases button • Emergency button in outside lever unlocks, with use of a blade screwdriver in outside lever and releases inside button • ANSI/BHMA F76A 30 Communicating 10G30 • Deadlocking latch • Latch by either lever • Key in either lever locks or unlocks its own lever only • Use only on rooms with more than one exit • ANSI/BHMA F80 38 Classroom Security Intruder 10G38 • Deadlocking latch • Latch by either lever unless outside lever is locked by key • Key in either lever locks or unlocks outside lever • Inside lever always operable • Locked indication on inside rose standard with this function • ANSI/BHMA F110 68 Hospital Privacy 10U68 • Latch by either lever unless outside lever is locked by push button in inside lever • Turning inside lever or closing door releases button • Rotating thumbturn in outside lever unlocks the outside lever and releases the inside button • Not available in the "J" lever design 93 Single & 94 Double Lever Pulls 10U93/10U94 • For wood or custom hollow metal doors • Lever and rose both sides joined by two through -bolts This pull • Requires special door preparation — see template only for 93 94-2 Double Lever Pull 10U94-2 • For wood or custom hollow metal doors • Lever and rose both sides joined by two through -bolts • Dummy latch plate • Uses standard door prep template Shaded lever indicates it is rigid at all times. 8 1-800-727-5477 * vvww.sargentlock.com Experience a safer and more open world Latches 10 Line Cylindrical Lever Locks SARGENT ASSA ABLOY Latches • Finishes: 03, 04, 09, 10, 10B, 10BE, 10BL, 20D, 32D, BSP, WSP Plain/Unguarded Latch - 10U15, 10065, 10U68: Part No. Front Front Width Backset Throw 10-3187 Square Corner 1" (25mm) 2-3/8" (60mm) 1/2" (13mm) 10-2022 Square Corner 1-1/8" (29mm) 2-3/4" (70mm) 1/2" (13mm) 10-2054 Square Corner 1-1/8" (29mm) 3-3/4" (95mm) 1/2" (13mm) 10-2057 Square Corner 1-1/8" (29mm) 5" (127mm) 1/2" (13mm) Deadlocking/Guarded Latch - All Other Functions: Part No. Front Front Width Backset Throw 10-3186 Square Corner 1" (25mm) 2-3/8" (60mm) 1/2" (13mm) 10-2000 Square Corner 1-1/8" (29mm) 2-3/4" (70mm) 1/2" (13mm) 10-2053 Square Corner 1-1/8" (29mm) 3-3/4" (95mm) 1/2" (13mm) 10-2058 Square Corner 1-1/8" (29mm) 5" (127mm) 1/2" (13mm) 10-2634* Square Corner 1-1/8" (29mm) 2-3/4" (70mm) 3/4" (19mm) *04/26D finish only Miscellaneous: Part No. Description 10-2059 3-3/4" (95mm) Latch extension only 10-2060 5" (127mm) Latch extension only 10-0048 Extension cover sleeve When ordering latches separately, specify Part No. x Finish (e.g., 10-3186 x 26D) Plain/Unguarded Deadlocking/Guarded Experience a safer and more open world 1-800-727-5477 • www.sargentlock.com 1 1 Strikes and Miscellaneous Parts 10 Line Cylindrical Lever Locks SARGENT SAM' Strikes • Finishes: 03, 04, 09, 10, 10B, 10BE, 10BL, 20D, 32, 32D, BSP, WSP 2-3/4" Curved Lip Strike - Standard 5/8" (16mm) 3/32" (2mm) 1 1 1/4" (32mm) 1/4" (6mm) Latch Center Strike Center 1-1/2" 2-3/4" I► I I j I (38mm) (70mm) 1-1/8" (29mm) • Brass, bronze or stainless steel • Furnished standard with 1-1/4" (32mm) curved lip from center of strike screw holes to end of lip • Lip lengths 1" (25mm), 1-1/4" (32mm) standard, 1-1/2" (38mm), 1-3/4" (44mm) and 2" (51mm) • Plastic strike box AM-0044 included • To order strike separately, specify 800 strike x finish x lip length 0 a r m a. E rn6 c rn t• ANSI Wrought Strike Box a7 � c � rn a ne m�. N ` • Used with ANSI 4-7/8" strike (#808) `810 • To order with lock, specify option WBS • To order separately, specify 77-1141 oa �Q a 4-7/8" Curved Lip Strike: (28-Option) 3/32" I (2mm) 4-7/8" (124mm) 4-1 8" (105mm) 1-1/4" (32mm) Lip Only For (2) No 12 Screws 1-1/4" (32mm) 1/4" + 1/64" (.40) -0 (6mm) 3-3/8' (86mm) • Brass, bronze or stainless steel • Conforms to ANSI standard • Furnished standard with curved lip 1-1/4" (32mm) from center of strike screw holes to end of lip • Lip lengths 1-1/8" (29mm), 1-1/4" (32mm), 1-3/8" (35mm), 1-5/8" (42mm), 1-7/8" (48mm), 2-1/8" (54mm), 2-3/8" (60mm), 2-5/8" (66mm), 2-7/8" (73mm) • 77-1141 Wrought strike box available separately • To order strike separately, specify 808 strike x finish x lip length Miscellaneous Parts Part No. Description 10-3188 1-3/8" Adapter plate pack (set of 2) 01-0949 30-option, washer only C10-3 Emergency release cylinder (65 function) 10-0043 Push pin tool 10-2052 Screw pack (standard) 10-2070 Screw pack (28- option) 10-3048 Inside rose assembly 10-3049 Outside rose assembly 82-3855 6 lobe bit pack 6 bits (Sizes - T8, T9, T10, T15, T20, T25, Requires 9/32" driver T27) 82-3856 Spanner bit pack 5 bits (Sizes - 6, 8, 10, 12, 14) Requires 1/4" driver o'12 1-800-727-5477 • www.sargentlock.com Experience a safer and more open world a= w� |` -J Options Cylinder �~����|ons 10 Line Cylindrical Lever Locks Cylinder Options: ����S��m 11� �K����m�Ua�v�o�rK����un��q��� 11'21'^ XC'Cvnstructivn Key System (Lost Ball) XC'Large Format Interchangeable Core� (nem"vab|eCon) 11-60-* Lock to accept XC-LFIC (removable core) and provided with disposable plastic core; XC-LFIC permanent separatelycore ordered 11'63 Lock provided wh� hxC'LF|C<,emab|eoore);mc|vdesmastgrand master keying 11_64* Lock to accept XC-LFIC (removable core) and provided with keyed construction core; XC-LFIC permanent core ordered separately. X[-Sma|| Format Interchangeable C»m, 11_70_7p_* Lock maccept XC-5pIC(7'pin.removable core) and provided with disposable plastic core; KC'SF|C permanent core ordered separately (G' L' g. P.Ylevers only) 11_73_7p_° Lock to accept XC-SFIC (7-pin, removable core) and provided with keyed construction core; XC'SF|C permanent core ordered separately (G.L'g'P.Ylevers only) 11_73_7p_° Lock provided with xC'sF|C<7'pin. removable core); Includes master keying, grand master keying (G' L' e.P'Ylevers only) 11'65-73'7P-* Lock provided with uncombinated SFIC (7-pin, removable core); Packed loose (G, L, B, P, Y levers only) Construction Key Systems 21'° � SARGENT Lost Ball CnnstctionKeying for Conventional, XCand Signature Series <N/Awith 63'or73'> 22_^ SARGENT Construction Split Key System for Conventional Cylinders (existing systems only) (N/Awith 1U''1l''h3'o,73-) Large Format Core Interchangeable (Removable Core) aO-* Lock to accept LFIC (removable core) and provided with disposable plastic core; LFIC permanent core ordered separately v 63'° Lock provided with LFIC (Removable Core) Cylinder — (Includes masterkeying, grand masterkeying) ��� Lock toaccept Lr|C kemovab|ecore) and pmvidndwith keyed cons�mctinncore; LnCpe,man'nt core — ' ordered separately Small F«nn^t Interchangeable Cores 70-* Lock maccept SF|C (6n,7'pin'removable core) and provided with disposable plastic core; 5F|C permanent core ordered separately (G' L, V. p'Ylevers only) 72-* Lock to accept SFIC (6 or 7-pin, removable core) and provided with keyed construction core; SF|C permanent core ordered aoparate|y(G' L, B. p.Ylevers only) 73'° Lock provided with SF|C (61pin, removable cone); Includes master keying' grand master keying (G' L' g. P. Y levers only) 73_7p_° Luck provided with sF|[ (7'pin' removable core); Includes master kering, grand master keying (G' L' B' p. Y levers only) 65-73-* Lock provided with uncombivatedSF|C(6'pin. removable core); racked |ovve(3' L, 8, P.Ylevers only) 65-73'7P-* Lock provided with uncombinated SF|C(7'p|n'removable cone);Packed loose (G'L, B.P,Ylevers only) Kem& Kesv p1 8�� yovn6Kmoop1cy|indenocy|i^dempm�� vded(�'B'P.v|e,00n|� Lock to e-- m 82-* Lock provided with SARGENT noco Security cy|inde,(S. L, B' P. Ylevers only) F1'82'° Lock provided with SARGENT Ke,oFlSecurity Cylinder (Pmented)(G'L.B'p.Ylevers only) Bump Resistant au' Bump Resistant Cylinder (available with Conventional & Conventional xC Cylinders only) Keyed Different Ko' Cylinders provided kvyoddiffemnt|y/random Less Cylinder LC' Lock supplied less Cylinder Sch|aee' Keyways sc'^ Sch|ay^'Ckeyway cylinder, Obitted Ss'° Sch|aso'Ekeyway cylinder, 0bitted Ac=pt,5ch|aye" Cylinders 30'° Lever tnaccept 6ch|ag*' fixed core cylinder cylinder isnot provided Sp'^ L lever to accept Srh|pge' large «,nnat interchangeable cone (supplied less co,o, tailpiece included) ^ Options not available with l0G50 ° T"order the 1OLine Lock for use with ASsAv'lo(VA & VS) cylinders, specify the Less Cylinder (I-C-)option. v-,0cylinders are °npi|pWefrom 45SA. Inc. @800-235'74n?. ° lOLine locks will boprovided with the applicable tailpiece per the type interchangeable and/or removable core being used. For example standard cores and Degree' cores require different tailpieces. Appropriate option codes must bespecified inaccordance mthe permanent core being used. �� � �� � N 1'�0�27�www .sargentiock.com ° ^wvaa,gent�ckcom � w Experience a safer and more open world Finishes, �^ ` L- Packaging ` ||�|�yl��� |��~��(�|M'� .. ..~. ^..~/ ~..~ ^°��.. .��10 Line Cylindrical Lever Locks ,SARGENT . ASSAABLOY Finishes 3ARGENT# Descriptions ANSKBHMA 03 Polished brass, clear coated 605 04 Satin brass. clear coated 606 09 Polished bronze, clear coated 611 10 �ati�6vnnze'c|earcp�te� 612 108 Oxidized bronze, oil rubbed 613 10BE Dark Oxidized Satin Bronze equivalent 613E 108L Oxidized satin, 6ronzo, clear coated hlJL 14 Polished nickel, clear coated 618 15 Satin nickel, clear coated 619 20D Statuary dark bronze, clear coated 624 26 Polished chrome 625 26D Satin chrome 626 BSP Black suede powder coat BSP VVSP White suede powder coat VVSP SG' Option K4icmShie|6°antimicm6ia| clear powder coat (only available with 15and 26Dfinishes) Zinc levers are plated tomatch ANS|/BHK4Afinish. Custom colors available, consult factory, Split finishes: Specify outside finish first ie.10XGUSxLLv26DxO3xRH Handing must 6especified Strike and latch front will match the following: RH&LH~inside finish RHR&LHR~outside finish Lock Finish CyknJer/Core* 03.04, 09, 10, 10B' 1OBE. 1OBL20D 04 14' lS'26. 26D.VVSP 15 BSP BSP *Finish when cylinder provided with lock Packaqinq u8-10GO5xu 1nboxedmse Experience a safer and more open world 1-800-727-5477° 15 How to Order 10 Line Cylindrical Lever Locks ,SARGENT . ASSAABLOY How to Order 5 10-RX-28 10G70 12vDC G Y nH 15 Door 3 Options* ��� Lock Rose L*»w wand Finish|nfonnamion Additional Available Options Pg 13'14 (Nme:2V' for V0VANSI Strike) Available Functions P97'8 12VDCnr 24vDC Required Information For 70&7l Functions Available Roses G &L Available Levers B.\,J. L' P&G RH' LH' RHR' LHR Available Finishes Pg 15 Such a,Item, Heading Number, Door Number, Knyuet ^Multiple options may beselected How to Specify Handing LH Inside � —f` � Left Hand �Fr LHR | Left ^/ � �o �� Outside RH It— Righo*and Inside RHR Right Hand Reverse 16 6 1-800-727-5477 ° "w^w«ua,g°ntpck.cpm Experience a safer and more open world 181012022,14:23 httpsalwaenergycodes.comlprint_project summary_form,php?k=Y29tYm9fdGZ2X3BOPWxOZ19zY29wZV9uZXdfaW50ZXJpb311NONwZF9hbHRIcmF0aW9uX2d0XzUwJnRmdjlsd... 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all RI Administered by: 02022 NEEA, All rights reserved Project & Applicant Information ¢'*t C Project Title Sabey Office Level 2 TI.2018 WSEC For Building Department Use: To Date: Mac 18, 2022 Project Address 12201 Tukwila International Blvd., Suite 201 Building B Tukwila, WA 98168 [I • m :I�918 ON'. �. Applicant Name Craig Ramsden Applicant Phone 206-650.9741 Applicant Email _ craig,ramsden@holmes.com rl or questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at corn.techsupport@wacnergycodes.com i i U,, General Occupancy U� All Commercial General Building Use Type Office, Professional Services Building Cond, Floor Area 9,392 General Project Types CC Alteration New Building or Addition LILighting Scope g g P Alteration Lighting Scope Interior Lighting Project Cond, Floor Area 9,392 Floors Above Grade 2 Compliance Method Compliance Method 1- General Lighting Project Description Altered pace to accommodate new office spaces. Replace existing fluorescent fixtures and manual switch controls w'th new LED fixtures and new automatic controls consisting of room occupancy sensors with new manual override switches in all office space. Removed existing duplex receptacles. At least 50% of new duplex receptacles are controlled by room occupancy sensors. Lighting Compliance Scope and Method Project a J TyP Interior 1 Exterior anterior includes both interior & parking) Luminaire Replacement Scope P P Compliance Method P LPA Calculation Adjustment Compliance Verification P Alteration Interior Lighting 58% or more replaced Building area No Calculation Adjustments allowed COMPLIES Additional Efficiency Options Included Reduced lighting power density credit abey Office Level 2 TI - 2018 WSEC Lighting Power Calculation Compliance Method ALTERATION - LNTERIOR LIGHTING (50% or snore replaced) Building area LPA Calculation Adjustment Compliance Verification COMPLIES none Interior Lighting Power Allowance • Building Area Building Areas Gross Interior Area (SF) LPA (Watts/SF) Total Watts Allowed (SF x LPA x 1) Total Proposed Watts By Building Area Compliance Status by Building Area Office 9,392 0.64 6,011 5,141 COMPLIES Proposed Lighting Power Density Fixture Type/Application Fixture ID Building Area New or Existing -to -Remain Quantity of Fixtures, CLDs or Luminaires (OF) Watts per Fixture, CLD or Luminaire (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (OF x WpF) or (LF 1 WpLF) Individual Fixtures Troffer 6LBC Office New 6 Ill 666 Recessed downlight LAC Office New 23 6 138 Recessed downlight LDC Office New 13 15 190 Recessed downlight LA Office New 56 6 336 Recessed downlight LD Office New 46 15 672 Recessed downlight LF Office New 9 15 131 Suspended 4LB Office New 16 74 1,184 Suspended LHC Office New 5 20 98 Suspended LG Office New 1 35 35 Suspended 6LB Office New 13 111 1,443 Suspended LJC Office New I 42 42 https:llwaenergycodes.comlprint_project summary_form.php?k=Y29tYm9fdGZ2X3BOPWx0Z19zY29wZV9uZXdfaW50ZXJpb311NONwZF9hbHRIcmF0aW9uX2d0XzUwJnRmdjlsdGdfc2NvcGVfbmV3X21.,. 1/3 18/0312022, 14:23 https://waenergycodes.comipdnt_project_summary_form.php?0Y29tYm9fdGZ2X3BOPMOZ19zY29wZV9uZXdfaVV5OZXJpb311NONwZF9hbHRIcmF0aVV9uX2d0XzUwJnRmdjlsci,.. Suspended Li Office New 1 15 IS Suspended LJ Office New 2 42 84 Suspended LH Office New 3 20 .• 59 Wall -mounted LE Office New 2 24 48 Exempt Fixtures Due to safety or emergency considerations X I Office New 10 , .. . Sabey Office Level 2 TI - 2018 WSEC Proposed Fixtures Details ALTERATION - INTERIOR LIGHTING (50% or more replaced) Fixture Type/Application Fixture ID Location in Documents Lamp Type Building Area New or Existing -to -Remain Individual Fixtures Troffer 6LBC ALL PLANS LED Office New Fixture Description: 6' LINEAR Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location s): Sidelit daylight zones (primary and/or secondary) Dimming method: Do these fixtures require specific application lighting controls?: Recessed downlight LAC ALL PLANS LED Office New Fixture Description: 2.5" ROUND RECESSED DOWNLIGHT Arc these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Do these fixtures require specific application lighting controls?: Recessed downlight LDC ALL PLANS LED Office New Fixture Description: 4" DOWNLIGHT Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Do these fixtures require specific application lighting controls?: Recessed downlight LA ALL PLANS LED Office New Fixture Description: 2,5" ROUND RECESSED DOWNLIGHT Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Recessed downlight LD ALL PLANS LED Office New Fixture Description: 4" RECESSED DOWNLIGHT Are these fixtures located within a daylight zone?: No Do these fixtures requirepecific application lighting controls?: None required Recessed downlight LF ALL PLANS LED Office New Fixture Description: 4" DOWNLIGHT Arc these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended 4LB ALL PLANS LED Office New Fixture Description: 4PENDANT MOUNT Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended LHC ALL PLANS LED Office New Fixture Description: PENDANT MOUNT Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Do these fixtures quire specific application lighting controls?: Suspended LG ALL PLANS LED Office New Fixture Description: PENDANT MOUNT Arc these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended 6LB ALL PLANS LED Office New Fixture Description: 6' PENDANT MOUNT Are these x located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended IX ALL PLANS LED Office New Fixture Description: PENDANT MOUNT Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Do these fixtures require specific application lighting controls?: t Suspended L 1 ALL PLANS LED Office New https://waenergycodes.com/print_projecl_summary_form.php?kz129tYm9fdGZ2X3BOPMOZ19zY29wZV9uZXdfaW5OZXJpb311NONwZF9hbHRIcmF0a1N9uX2d0XzUwJnRmdjlsdGdfc2NvcG VtbmV3X21... 213 1810372022,14:23 https;llwaenergycodes.comlprint_project summary_form,php?k-Y29lYm9fdGZ2X3B0PWxOZ19zY29wZV9uZXdfaW502XJpb311NONwZF9hbHRIcmF0aW9uX2d0XzUwJnRmdj1sd... Fixture Description: PENDANT MOUNT Arc these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended LJ 1 ALL PLANS LED Office New Fixture Description: PENDANT MOUNT Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Suspended LH ALL PLANS LED Office New Fixture Description: PENDANT MOUNT Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Wall mounted LE ALL PLANS LED Office New Fixture Description: WALL MOUNT VANITY Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Exempt Fixtures Due to safety or emergency considerations XI ALL PLANS Office New Fixture Description: EXIT SIGN - SINGLE FACE Mips:Ilwaenergycodes.comlprint_projecl summaryform.php?k=Y291Ym9fdGZ2X3BOPWzOZ19zY29wZV9uZXdfaWbOZXJpb311NONwZF9hbHRIcmF0a1N9uX2d0XzUwJnRmdj1sdGdfc2NvcGVfbmV3X21,.. 313 IB.GREENHECK Building Value in Air. Printed Date: 02/05/2020 Job: IGW Building B 2nd Floor TI Mark: EF-201 Model: G-123-VG Model: G-123-VG Direct Drive Centrifugal Roof Exhaust Fan Dimensional Quantity 1 Weight w/o Acc's (Ib) 44 Weight w/ Acc's (Ib) 69 Optional Damper (in.) 12 x 12 Roof Opening (in.) 14.5 x 14.5 Performance Requested Volume (CFM) 1,360 Actual Volume (CFM) 1,360 Total External SP (in. wg) 0.75 Fan RPM 1478 Operating Power (hp) 0.31 i Elevation (ft) 30 Airstream Temp.(F) 70 Air Density (Ib/ft3) ; 0.075 Tip Speed (ft/min) I 5,055 Static Eff. (%) , 51 Motor Motor Mounted Yes Size (hp) 1/2 Voltage/Cycle/Phase 115/60/1 Enclosure ODP Motor RPM 1725 Efficiency Rating High Windings 1 FLA (Amps) 6.4 CORRECTION LTR# S 1.6 1.4 1.2 m 0.8 to V) o0.6 U 0.4 cn 0.2 0.0 0 24.40 -- I- 23 70 1.75 L (12 00) 35 70 19.00 SQ OVERALL HEIGHT MAY BE GREATER DEPENDING ON MOTOR. 0 2 4 6 8 10 12 14 Volume (CFM) x 100 A Operating Bhp point 0 Operating point at Total External SP Fan curve - System curve Brake horsepower curve REVISION 'N�z Sound Power by Octave Band Sound Data 62.5 125 250 500 1000 2000 4000 8000 LwA dBA Sones Inlet 72 75 _ 79 73 65 64 59 57 75 64 12.5 0.8 0.7 0.6 0.5 o_ L 0.4 '6 0 0.3 to m 0.2 0.1 0.0 16 18 20 RECF VED AUG 16 2022 Community Development Notes: All dimensions shown are in units of in. 'NEC FLA - based on tables 430.248 or 430.250 of National Electrical Code 2014. Actual motor FLA may vary, for sizing thermal overload, consult factory. LwA - A weighted sound power level, based on ANSI S1.4 dBA - A weighted sound pressure level, based on 11.5 dB attenuation per Octave band at 5 ft - dBA levels are not licensed by AMCA International Sones - calculated using ANSI/AMCA 301 at 5 ft Omcta WORIDWIDE CERTIFIED RRTIRGf AIR VIOVEIMAT 011reon mwc inrcnnnnonm. CAPS 4.31.1712 Generated by: sumnerc@dorse.com Z:\Carl\winjobs\IGW Building B 2nd Floor TI.gfcj Page 1 of 8 GREENHECK Building Value in Air. Printed Date: 02/05/2020 Job: IGW Building B 2nd Floor TI Mark: EF-201 Model: G-123-VG Model: G-123-VG Direct Drive Centrifugal Roof Exhaust Fan Standard Construction Features: - Aluminum housing - Backward inclined composite (sizes 60-95) or aluminum (sizes 97-300) wheel - Aluminum curb cap with prepunched mounting holes - Birdscreen - Ball bearing motors (sizes 85-300 and all Van Green), sleeve bearing motors (sizes 60-80) - Motor isolated on shock mounts - Corrosion resistant fasteners Selected Options & Accessories: Motor - Van -Green EC motor Control - Dial for balancing UUcUL 705 Listed - "Power Ventilators" Damper Shipped Loose, VCD-23-PB-12X12, Not Coated Damper Actuator (TFB120), 115 VAC Actuated Birdscreen: Aluminum, nom. 86% Free Area Unit Warranty: 1 Yr (Standard) Selected Sub Marks See individual submittals for full details GPI-19-G12 SUBMITTAL COMMENT APPROVED - NO EXCEPTIONS TAKEN APPROVED ONLY WITH NOTED CORRECTIONS [ I NOT APPROVED - REVISE AND RESUBMIT CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT AND COMPLIANCE WITH CONTRACT DOCUMENTS MACDONALD-MILLER FACILITY SOLUTIONS SEATTLE, WASHINGTON BY _Matthew Caviness DATE 2/5/2020 COMMENTS CAPS 4.31.1712 Generated by: sumnerc@dorse.com Z:\Carl\winjobs\IGW Building B 2nd Floor Tl.gfcj Page 2 of 8 GREENHECK Building Value in Air. Printed Date: 02/05/2020 Job: IGW Building B 2nd Floor TI Mark: EF-201 Model: G-123-VG Assembly Drawing Type: Direct Drive Centrifugal Roof Exhaust Fan SUGGESTED ROOF OPENING RECOMMENDED EXHAUST DUCT SIZE CAPS 431.1712 0 24.40 2 .70 1.75 (12 00 5 70 19.00 SQ DUCT DIMENSIONS ARE LARGEST POSSIBLE DUCT TO FIT THROUGH CURB. CONSULT SYSTEM DESIGN ENGINEER FOR RECOMMENDED DUCT SIZE. OVERALL HEIGHT MAY BE GREATER DEPENDING ON MOTOR. Notes: All dimensions shown are in units of in.. Generated by: sumnerc@dorse.com ZACarkwinjobs\IGW Building B 2nd Floor Tl.gfcj Page 3 of 8 GREENHECK Building Value in Air. Printed Date: 02/05/2020 Job: IGW Building B 2nd Floor TI Mark: EF-201 Model: G-123-VG Vani-Green Motor & Control Options An EC motor that uses AC input power and internally converts it to DC power. Potentiometer (dial) mounted on the motor enclosure adjusts the speed (RPM) down 80%. Vani-Green motors feature a soft -start and inherent thermal and current protection built into each unit. Inrush current at start up is eliminated and the motor will automatically reduce speed or turn off if overloaded or it becomes too hot. Motor Configuration Input Voltage: 115 Speed Reference: Dial on Motor Permanent Dial: Yes Control Configuration Control Type: N/A Transformer: None EiLACi< WHITE SPEED CONTROL VAM-GREEN. Motor DRA,71N,G 1,1,2 INPUT VOLTAGE GREEN GROUND CAPS 431,1712 Generated by: sumnerc@dorse.com Z:\Carl\winjobs\IGW Building B 2nd Floor Tl.gfcj Page 4 of 8 GREENHECK Building Value in Air. Printed Date: 02/05/2020 Job: 1GW Building B 2nd Floor TI Mark: EF-201 Model: G-123-VG Control Damper Model: VCD-23 Standard Construction Features: - Model VCD-23 is a well built low leakage control damper for automatic control or manual balancing applications - Galvanized 16 ga channel frame - Galvanized blades with reinforcements - Side mounted steel linkage is concealed in the frame to prevent additional pressure drop - Axles are steel and 0.5 in. dia.- Synthetic axle bearings - Width and height furnished approximately 0.25 in. undersized - Field wiring is required to individual components Damper Configuration: Actuator Type: 115 VAC End Switch: No Actuator Configuration: Manufacturer: Belimo Jackshaft Quantity: 0 Model: TFB120 Mounting: Internal Quantity: 1 CAPS 4.31.1712 1.3 m a x . 1.3 max. DAMPER TYP. SECTION VIEW Notes: All dimensions shown are in units of in. Width And height furnished approximately 0.25 in. undersize Generated by: sumnerc@dorse.com Z:\Carl\winjobs\IGW Building B 2nd Floor Tl.gfcj 10.0 5.0 Min. Page 5 of 8 GREENHECK Building Value in Ain Printed Date: 02/05/2020 Job: IGW Building B 2nd Floor TI Mark: EF-201 Model: G-123-VG 2.0 1.5 0.0 G-1 23-VG Performance Min/Max Fan Curve Requested Volume (CFM) Actual Volume (CFM) Total External SP (in. wg) Fan RPM Operating Power (hp) 1,360 1,360 0.75 1478 0.31 — 1725 . . . F r, FRPM i 1__----- -- 1478 . _ . .._., _. ,.....„...._ . _ ...,, . ...,• .-.- 300F 1 I I 1 .... 0 3 6 9 12 15 Volume (CFM) x 100 Operating Bhp point 0 Operating point at Total External SP Fan curve - - - - System curve Brake horsepower curve 18 0.8 0.6 0.0 21 CAPS 4.31.1712 Generated by: sumnerc@dorse.com Z:\Carl\winjobs\IGW Building B 2nd Floor TI.gfcj Page 6 of 8 GREENHECK Building Value in Air. Printed Date:O2/O5/202D Job: lGW Anik1iOg B 2nd FloorTl Mark: EF_201 Model:G-1 Warranty WARRANTY AND LIABILITY: SELLER warrants bnBuyer that products manufactured are free from defects inmaterial and workmanship for a period of 1 Yr (Standard) from the date of shipment. SELLER's obligations and liabilities under this warranty are limited to furnishing FOB factory or warehouse at SELLER's designated shipping point, freight allowed to Buyer's city, (or point of export for shipments outside the conterminous United States) replacement equipment (or at the option of SELLER parts therefore) for all Sellers products not conforming bothis warranty and which have been returned to the manufacturer. No liability whatever shall attach to SELLER until said products have been paid for and such liability shall be strictly limited to the purchase price of the equipment shown to be defective, Motors are warranted by the motor manufacturer for a period of one year. Should motors furnished by SELLER prove defective during this period, they should be returned to the nearest authorized motor service station. SELLER will not be responsible for any removal or installation costs. Electrical components, excluding motors, are warranted only tothe extent warranted bythe original manufacturer. To the extent that SELLER is entitled to pass through a warranty of the original equipment manufacturer of the electrical goods sold, SELLER will pass through such warranties to Buyer. The legal remedies described inthis Warranty are the sole exclusive remedy of Buyer. SELLER MAKES NOOTHER WARRANTY, EITHER EXPRESS ORIMPLIED, REGARDING ITS PRODUCTS, [)RITS SELECTION AND APPLICATION, INCLUDING, BUT NOT LIMITED TO, COMPLIANCE WITH BUILDING CODES, SAFETY CODES, LAWS, MERCHANTABILITY OR FITNESS OR A PARTICULAR PURPOSE. This warranty is extended solely to the Buyer. It is nontransferable and n¢n-aasignab|e.and the Buyer shall not permit orauthorize its employees, agents, representatives or customers to claim, represent or imply that this limited warranty extends or is available to anyone other than the Buyer. ANY MISUSE, NEGLECT, FAILURE TO FOLLOW INSTRUCTIONS OR MANUALS OF INSTALLATION OF MAINTENANCE REPAIR, SERVICE, RELOCATION {]RALTERATION TO[>ROF, OROTHER TAMPERING WITH, THE PRODUCTS PERFORMED BY ANY PERSON OR ENTITY OTHER THAN SELLER WITHOUT SELLER'S PRIOR WRITTEN APPROVAL OR ANY USE OF REPLACEMENT PARTS NOT SUPPLIED BY SELLER, SHALL IMMEDIATELY VOID AND CANCEL ALL WARRANTIES WITH RESPECT TO THE AFFECTED PRODUCTS. THE WARRANTY AND LIABILITY SET FORTH HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES AND LIABILITIES WHETHER IN CONTRACT OR IN NEGLIGENCE, EXPRESSED OR IMPLIED, IN LAW OR IN FACT, INCLUDING IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR USE. SELLER PROVIDES NO INDEPENDENT WARRANTY FOR THIRD PARTY PRODUCTS OR COMPONENTS SOLD TOGETHER OR INCORPORATED WITH SELLER'S PRODUCT(S). THE SELLER HAS THE RIGHT TOSETTLE ANY AND ALL DISPUTES REGARDING THE WARRANTY. Generated sumnemC@do,se.com GREENHECK ° Building Value in Air. Printed Date: 02/05/2020 Job: 1GW Building B 2nd Floor TI Mark: EF-201 Model: GPI-19-G12 17.50 21.50 General Tag Qty 17.50 21.50 Model Model: GPI Roof Curb 12.00 Standard Construction Features: - Roof Curb fits between the building roof and the fan mounted directly to the roof support structure - Constructed of either 18 ga galvanized steel or 0.064 in. aluminum - Straight Sided without a cant - 2 in. mounting flange - 3 lb density insulation - Height - Available from 12 in. to 42 in. as specified in 0.5 in. increments. Notes: - The maximum roof opening dimension should not be greater than the "Actual" top outside dimension minus 2 in.. - The minimum roof opening dimension should be at least 2.5 in. more than the damper dimension or recommended duct size. - The Roof Opening Dimension may or may not be the same as the Structural Opening Dimension. - Damper Tray is optional and must be specified. Tray size is same as damper size. - Security bars are optional and must be specified. Frames and gridwork are all 12 ga steel. Gridwork is welded to the frame and the frame is welded to the curb. Sizing Method Undersizing Weight' (in.) (lb) GPI-19 Nominal 1.5 16 Dimensions Curb Height (in.) Nominal I Nominal ' Actual ' Outside Outside Outside Width Length : Width (in.) (in.) ; (in.) Actual Outside Length (in.) Actual Inside Width (in.) Actual Inside Length (in.) Flange Width (in.) Flange I Length (in.) I Hinge Base Width* (in.) Hinge Base Length* (in.) 12 19 ,I 19 17.5 17.5 14 14 21.5 21.5 18 18 May not be applicable Accessories Security Material Bars Galvanized j No Liner Insulation (in.) No 1 CAPS 4.31.1712 Generated by: sumnerc@dorse.com Z:\Carl\winjobs\IGW Building B 2nd Floor Tl.gfcj Page 8 of 8 ° SABN�� � ��r City p{Tukwila Department cfCommunity Development Attn: RucheUeSaQen 63O05outhcente/Blvd, Suite 1UO Tukwila, WA 98188 WE: Correction Letter #1—Revision #2 Permit Application Number W1g-0367 Sabey Corporation — 12202 Tukwila Int'l Blvd, Suite 200 Dear Ms. Sagen, Below are responses to the corrections letter we received from your office dated July 11, 2022, for project No. Dl9'O367. Building Department 1. See attached inverter Unit Wiring Diagram, showing how the emergency lights will be power during a power outage. See also attached sheet E1.1, which shows which lights are designated as emergency lights. Z. See attached sheet E1.1, which shows the foot candles at the walking surface in Suite 201. 3. Note #3 has been added to the Door Schedule General Notes on sheet A62-01 (attached) stating that all door thresholds shall not exceed %" 4. See attached manufacturer's information regarding the flame spread for materials vVV'1, Vv['1and VV['2. Seea|soattachedsheetAl3'O1'whichhasanaddednoteunder|nteriorFinishP|anGenera|Notes regarding the flame spread ofthese materials. S. See attached manufacturer's information regarding the flame spread for materials T'1' VVD'l' [PlF1' CPT- 2 and CPT-3. 6. See attached specification sheet for Sargent/Assa Abloy Series 10 Line Cylindrical Lever Lock. All 10 Line levers are ADA compliant. For this project we have selected the clouded lever on page 6. 7. Please see attached VVSECLighting Compliance Summary dated 3/8/ZZ. 8. 5eeettachedspeci0cationfnrtheGreenheokG'1Z3-VGRoofExhauxtFan'asweUastheattached Mechanical plans from MacDonald -Miller dated 2/3/Z2'showing the exhausting route uf therestnuoms and shower rooms. This concludes our responses to the comments provided. Please review and let us know if you need any additional information. Sincerely, Sabey Architecture 740,�", 1. �X� ThmmaoL. Spader AIA,NCAmB,LEED Green Associate Senior Architectural Project Manager 12201 Tukwila mnBlvd 4Floor, Seattle, wwmnoa City of Tukwila Department of Community Development July 11, 2022 TOM SPADER 12201 TUKWILA INTERNATIONAL BLVD 4TH FLOOR TUKWILA, WA 98168-5121 RE: Correction Letter # 1 — Revision 2 DEVELOPMENT Permit Application Number DI9-0367 SABEY CORPORATION - 12201 TUKWILA INTL BLVD 200 Dear TOM SPADER, Allan Ekberg, Mayor Nora Gierloff, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - R DEPARTMENT: KC Ellis at (206)-431-3677 if you have questions regarding these comments. • Provide: 1. Battery backup details for emergency lighting at the Corridor and Suite #201. • 2. Details for Average of 1 foot candle along the path of egress at the walking surface in Suite #201. • 3. ADA threshold details 1/2" max. • 4. Maximum Class C flame spread for wall and ceiling finishes per IBC 803. Check WV-1, WC-1 and WC-2. • 5. Flame spread details for T-1, WD-1 and Carpet products per IBC 804 and 805. • 6. ADA details for lever hardware at doors. • 7. WSEC lighting summary calculations. • 8. Mechanical ventilation VTO details for the restrooms, and shower rooms. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Correction Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. The expiration date on your permit is 1/7/2023, please send an email to permits@tukwilawa.gov or call the Permit Center at 206-43 1-3 670 if expiring within the next 30 days and you wish to extend. Sincerely, Rachelle Sagen Permit Supervisor File No. D19-0367 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 1/3/2022 TOM SPADER 12201 TUKWILA INTERNATIONAL BLVD 4TH FLOOR TUKWILA, WA 98168-5121 RE: Permit No. D19-0367 SABEY CORPORATION 12201 TUKWILA INTL BLVD - SUITE 200 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 2/8/2022. Based on the above, you are hereby advised to: 1) If your project is ready for an inspection login to the City of Tukwila's Online Portal https://tukw- egov.aspgov.corn/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 2/8/2022, 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, Amy Wardian Permit Technician File No: D19-0367 631W) .cniithrpntor Rivilovard .cuita it1111.1 • Tukwila Wnchinatnn OR1/2/2 • Phi-mp 2116-471-3611) • Far NM-431-366i City of Tukwila Department of Community Development 8/2/2021 TOM SPADER 12201 TUKWILA INTERNATIONAL BLVD 4TH FLOOR TUKWILA, WA 98168-5121 Permit No. D19-0367 SABEY CORPORATION 12201 TUKWILA INTL BLVD - SUITE 200 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 9/1/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tulcw-egov.aspgov.corn/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 9/1/2021, 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, Amy Wardian Permit Technician File No: D19-0367 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ��r °�3��N�����. � City mfTukwila Department ofCommunity Development Attn: Jerry Hiht—Bui|ding Official 630SouthcenterBlvd, Suite 10 Tukwila, WA 98188 RE: Permit Extension Request Permit Application Number D19-0367 Sabey Corporation TI — 12201 Tukwila Int'l Blvd — Suite 200 Dear Mr. Hight, VVewould like torequest apermit extension for this project. 0uetotheongoingCOV|D+1Sconcerns,xve have put this expansion on hold and are in the process of considering whether or not to continue with this project. We would appreciate the extra time an extension would allow us to make a decision. Thank you for your consideration on this matter and let us know if you need any additional information. Si Sabey Architecture 740*44 � � . *,A� Thomas k.Spmder AIA,NCARB,0EED Green Associate Senior Architectural Project Manager 1ao1Tukwila mnBlvd -« Floor, Seattle, WAyn1so r206.xu1xmo ram.2n �yymwsabo .mm Data Centers / Real Estate /Technology City of Tukwila Department of Community Development 2/9/2021 TOM SPADER 12201 TUKWILA INTERNATIONAL BLVD 4TH FLOOR TUKWILA, WA 98168-5121 RE: Permit No. D19-0367 SABEY CORPORATION 12201 TUKWILA INTL BLVD - SUITE 200 Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, 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 3/1/2021, 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 3/1/2021, 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, Laurie Werle Permit Technician File No: D19-0367 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 SAB EY 2/7/20 Sabey 2nd Floor Office Remodel Plan Changes Changes between Permit Set dated 11/12/19 and Construction Issue Set dated 2/6/20 A04-02 Demolition Plan 1. Increased scope of corridor work to include the entire corridor. 2. Added demo work in the existing restrooms. 3. Added removal of the existing door and glazing at main entry from lobby. 4. Added removal of drywall from existing column in northwest corner. 5. Added removal of drywall on north side of south demising wall. A10-02 Floor Plan 1. New doors and glazing at main entry from lobby. 2. Moved fireplace west. 3. Removed built-in seating on east wall of Marketing 203. 4. Added infill of north window in Marketing 203. 5. Added wing wall and bookshelf in Library Huddle 207B. 6. Removed cabinets in Copy/Print 223 to make room for copier. 7. Added shelf in Huddle 214. 8. Added sound walls in Wellness 219. 9. Added scope to existing restrooms. A10-04 Reflected Ceiling Plan 1. Increased scope to include entire corridor. 2. Added scope in existing restrooms. 3. Added ceiling in Library Huddle 207B. 4. Added soffits above Beyond Wall glazing. 5. Added soffit at Copy/Print 223 and adjacent Workstation. A13-01 Interior Finish Plan 1. Increased scope to include entire corridor. 2. Added scope in existing restrooms. 3. Added inset carpet in Cafe 202. 4. Added wallpaper in Corridor, Open Office and Wellness Room. 5. Added mirror in Wellness 219. A15-01 Furniture Plan 1. Added most current furniture layout. 2. Added sliding writing panels in Marketing 203 and Huddle 214. 3. Added writing panels in offices. REVISION NCi. RECEIVED CITY OF TUKWILA FEB 07 MO PERMIT CENTER 12201 Tukwila Intl Blvd - 4th Floor, Seattle, WA 98168-5121 IIIIIIP ° . 7 T 206_281.8700 F 206.282.9951 W sabey.com 1 Data Centers / Real Estate / Technology SABEY A43-10 Enlarged Toilet Plans and Interior Elevations 1. Added scope in existing restrooms. 2. Added fixture specifications. A45-01 Interior Elevations 1. Added wallpaper and paneling in corridor. 2. Added venting for A/V equipment in storage. 3. Removed built-in seating on east wall of Marketing 203. 4. Added bookshelf in Library Huddle 207B. 5. Added sliding writing panels in Marketing 203 and Huddle 214. A50-02 Architectural Woodwork Details 1. Revised framing at box header. A50-03 Architectural Woodwork Details 1. Revised framing at box header. A61-01 Interior Partition Type Charts 1. Added sound walls B and C. 2. Updated notes on details pertaining to glass wall supplier. A61-02 Interior Partition Details 1. Moved details to this page from A61-01. 2. Revised detail Ito show applicable work to be provided. 3. Added folded steel at mullion in detail 2. A62-01 Door Schedule 1. Updated door schedule to reflect changes to plans. A64-01 Interior Finish Schedule 1. Changed RT-1 material. 12201 Tukwila Intl Blvd - 4th Floor, Seattle, WA 98168-5121 T 206.281.8700 F 206.282.9951 W sabeyoom Data Centers / Real Estate / Technology PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0367 DATE: 08/16/2022 PROJECT NAME: SABEY CORPORATION SITE ADDRESS: 12201 TUKWILA INTL BLVD 200 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 TO X Revision # 2 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural P Planning Division E Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: Structural Review Required DATE: P APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DATE: to/a12.4% Approved with Conditions Fire Fees Apply r Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El FireD Ping 0 PW El Staff Initials: 12/18/2013 / PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0367 PROJECT NAME: SABEY CORPORATION DATE: 07/01/21 SITE ADDRESS: 12201 TUKWILA INTL BLVD 200 o U Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # 2 after Permit Issued DEPARTMENTS: p 5/1/41 Building Division 11 Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable El (no approval/review required) DATE: Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 06/30/22 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 11 11 liek Departments issued corrections: Bldg , Fire Ping D PW Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0367 DATE: 02/07A020 PROJECT NAME: SABEY CORPORATION SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD - SUITE 200 Original Plan Submittal Response to Correction Letter # Revision before Permit Issued Revision # after Permit Issued DEPARTMENTS: K\1\10 ui ding Division Works oil 161 11"0 NA 1114° Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 02/11/20 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: 03/24/2.0 Fire Fees Apply 17 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire LI Ping EIJ PW LI Staff Initials: 12/18/2013 /rN-= PENT COORD WPC PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0367 PROJECT NAME: SABEY CORPORATION SITE ADDRESS: 12201 TUKWILA INTL BLVD 200 X Original Plan Submittal Response to Correction Letter # DATE: 11/19/2019 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: (/ eildirTtivision MA 14 11011 Public Works triNo Fire Prevention Structural 61' trAt9 tq Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable T (no approval/review required) REVIEWER'S INITIALS: DATE: 11/21/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n r (corrections entered in Reviews) DUE DATE: 12/19/2019 Approved with Conditions E Denied (ie: Zoning Issues E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 r Ll r-\ City of Tukwila Allan Ekberg, Mayor Department of Community Development Nora Cierloff, Director Revision submittals must be submitted via paper if started as paper at the Permit Center. Revisions must be attached to your permit if started electronically at Construction Permits (aspgov.com). Please notify staff of your submittal by emailing permits@tukwilawa.gov Correction Letter #: 1 — Revision 2 Permit Application Number: D19-0367 SABEY CORPORATION - 12201 TUKWILA INTL BLVD 200 Contact Name: Contact Phone: Contact Email: Tom Spader 206-277-5271 toms@sabey.com Summary of Corrections: See attached response letter that provides a summary of the corrections. RECE VEE AUG 16 2022 Community Development 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 C, City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION! DEFERRED SUBMITTAL RECEIVE MAY 02 2022 Community Development Revision submittals must be submitted via paper if started as paper at the Permit Center. Revisions must be attached to your permit if started electronically at Construction Permits (aspjiov.com). Please notify staff of your submittal by emailing permits@tukwilawa.gov Date: 4/29/22 Plan Check/Permit Number: Di 9-0367 ❑ Revision # before Permit is Issued Ex Revision # 0 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Sabey HQ 2nd Floor Renovation Project Address: 12201 Tukwila Int'l Blvd, Suite 200 Contact Person: Tom Spader Phone Number: 206-277-5271 Summary of Revision: Removed fireplace in Entry Lounge, removed kitchenette in Cafe, changed Wellness Room to Fitness Room and relocated office within this space and added a Wellness Room with a Conference Room. Sheet Number(s): A00-04, A10-02, A10-04, A13-01, A15-01, A45-02, A62-01, A64-01 "Cloud" or highlight all areas of revision including date of revision https://tukwilawa-my.sharepoint.com%personallshana_markstrom_ tukwilawagov/Documents/Documents/JNFO/WEB/Revision-Deferred Submittal Form.doc Revised: January 2021 0 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWAgov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2- 7- 262 Plan Check/Permit Number: Pif - 0 367 O Response to Incomplete Letter # Lj Response to Correction Letter # • Revision # after Permit is Issued LI Revision requested by a City Building Inspector or Plans Examiner fl Deferred Submittal # Project Name: 54 hey WerAir (44444 arkp (444-tr,-,-, cPkv Project Address: (2-2-19 ,p,1-.1 r1c/44 2-c9( Contact Person: /-0,r7 5/24 ‘,/ey Phone Number: Summary of Revision: 5e e 277— RECEIVED CITY OF TUKWILA FEB 0 ? 2020 PERMIT CENTER Sheet Number(s): See t,fccati-ct "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: W...--Entered in TRAKiT on X7-0 WAPermit CenteATemplatefformsTevision Submittal Form.doc Revised: August 20 15 ()Labor & Industries (https://lni.wa.qov) o tractors SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVIDARTHUR, 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 License specialties GENERAL License no. SABEYCI033KM Effective — expiration 05/14/1997— 01/12/2021 Bond HARTFORD FIRE INSURANCE CO Bond account no. 52BSBCQ3983 Active Meets current requirements. $12,000,00 Received by L&I Effective date 12/20/2004 12/31/2004 Expiration date Until Canceled Insurance National Fire Ins of Hartford $1,000,000.00 Policy no. 2094061165 Received by L&I Effective date 10/20/2019 11/01/2016 Expiration date 04/30/2021 Insurance history Savings (in lieu of bond) $6,000.00 / Received by L81 Effective date 04/21/1994 Release date Impaired date N/A N/A Savings account ID Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L8.1 tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. Workers' Comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. LAI Account ID 331,221-02 Doing business as SABEY CONSTRUCTION Estimated workers reported Quarter 3 of Year 2019 "21 to 30 Workers" L&I account contact TO / JULIE SUR (360)902-4715 Email: SURJ235@lni.wa.gov Account is current. Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1 2019 Needs to complete training. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/02/2015 Inspection no, 317936768 Location 2200 M St. NE Quincy, WA 98848 No violations 6 7 8 9 10 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT AC ASPHALTIC CONCRETE ACC ACCESSIBLE NCL D ACP ACOUSTICAL CEILING PANEL NFO ACST ACOUSTICAL NSUL AD AREA DRAIN NT ADDM ADDENDUM WD ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR JAN AHU AIR HANDLING UNIT JT ALT ALTERNATE ALUM ALUMINUM KIT ANOD ANODIZED APPROX APPROXIMATE L APT APARTMENT LAM ARCH ARCHITECT, ARCHITECTURAL LAU AUTO AUTOMATIC LAV AV AUDIOVISUAL LT AWP ACOUSTICAL WALL PANEL(S) LTG BB BULLETIN BOARD MAS BD BOARD MAIL BLDG BUILDING MAX BLKG BLOCKING MECH 80 BOTTOM OF MED BOT BOTTOM MEMB BRG BEARING MEZZ BRZ BRONZE MGT BSMT BASEMENT MFL BUR BUILT UP ROOFING MFR MN CAB CABINET MIN CB CATCH BASIN MISC CEM CEMENT, CEMENTITIOUS MO CDR CERAMIC MS CG CORNER GUARD MTD CH COAT HOOK MTL CI CAST IRON MVBL CJ CONTROL JOINT N CIP CAST -IN -PLACE CL CENTERLINE SIC CLG CEILING NO CLO CLOSET NOM CLR CLEAR NTS CMU CONCRETE MASONRY UNIT OC CO COL COLUMNOUT, CASED OPENING OH COMM COMMUNICATION OD CONC CONCRETE OPNG CONN CONNECTION, CONNECT OPP CONSTR CONSTRUCTION ORD CONT CONTINUOUS, CONTINUEIP CORR CORRIDOR CPT CARPET CSWK CASEWORK PBD CTR CENTER PDDCST CU CUBIC PERP D DEEP, DEPTH PLAM DBL DOUBLE [HAS DEMO DEMOLISH, DEMOLITION PLYWD DET DETAIL PNL DF DRINKING FOUNTAIN PL D A DIAMETER PR DING DIAGONAL, DIAGRAM PRKG DIM DIMENSION PROP DIV DIVIDE, DIVISION PT DMPF DAMPPROOF, DAMPPROOFING PTN DN DOWN R DR DOOR, DRESSING ROOM RCP DS DOWNSPOUT RD OW DISHWASHER DWG DRAWING REF DWR DRAWER REF REINF E EAST READ REV EIFS EXTERIOR INSULATION AND RFG FINISH SYSTEM EJ EXPANSION JOINT RM RO EL ELEVATION RT ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR S ENCL ENCLOSE, ENCLOSURE SCWD EP ELECTRIC PANEL EQ EQUAL SCHED EQUIP EQUIPMENT SD ESCAL ESCALATOR SECT EXH EXHAUST SGL EXP EXPANSION, EXPOSED EXIST EXISTING SHT SHTHG SIM FA FIRE ALARM SPEC FCIO FURNISHED BY CONTRACTOR SPKLR INSTALLED BY OWNER SPKR FD FLOOR DRAIN SQ FDC FIRE DEPARTMENT SS CONNECTION SST FDTN FOUNDATION STC FE FIRE EXTINGUISHER STD FEC FIRE EXTINGUISHER STL STOR CABINET STRUCT FH FIRE HYDRANT SUSP FHC FIRE HOSE CABINET FIG FIGURE T FIN FINISH, FINISHED TUG FLEX FLEXIBLE TEL TEMP FLR FLOOR, FLOORING TER FLUOR FLUORESCENT THK FO FACE OF, FINISHED OPENING FDIC FURNISHED BY OWNER! INSTALLED BY CONTRACTOR TO FP FIRE PROTECTION, FIREPROOF TSTAT FR FRAME, FIRE RATED W FRIG FRAMING TYP FRT FIRE RETARDANT TREATED UIC FT FOOT, FEET FTG FOOTING UGND FUT FUTURE UNFIN FVC FIRE HOSE VALVE CABINET LION MC WALL COVERING FWP FABRIC WRAPPED PANEL(S) VERT VEST GA GAGE VNR GALV GALVANIZED VR GEN GENERAL GENERATOR WC GFRC GLASS -FIBER REINFORCED CONCRETE W GFRG GLASS -FIBER WI REINFORCED GYPSUM MO GFRP GLASS -FIBER WC WD REINFORCED PLASTIC WH GL GLASS WP GYP GYPSUM GYP BD GYPSUM BOARD WR H HIGH WT HB HOSE BIER WWF HCWD HOLLOW CORE WOOD HD HAND DRYER XFMR HDBD HARDBOARD HDW HARDWARE HMWD HOLLOW METAL HARDWOOD HO HOLD OPEN HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING THE DRAWING SET. NSIDE DIAMETER NCLUDE, INCLUDING NFORMATION NSULATE, INSULATION NTERIOR NDIRECT WASTE DRAIN JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MAXIMUM FORESEEABLE LOSS MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST RDRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION - RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING M ROUGH OPENING RIGHT SOUTH, SPANDREL SOLID CORE WOOD SCHEDULE STORM DRAIN SECTION SAFETY GLASS SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD, TEMPERED(W TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAZZO THICK, THICKNESS TOP OF THERMOSTAT TELEVISION TYPICAL UNDER COUNTER UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET,WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER ARCHITECT I DESIGNER: PLUMBING ENGINEER: AOO-01 COVER SHEET AND PROJECT INFORMATION A00-02 NOTES AND SPECIFICATIONS A00-03 SITE PLAN AOO-04 LIFE SAFETY PLAN A04-02 DEMOLITION PLAN - LEVEL 02 Al O-OZ FLOOR PLAN- LEVEL 02 A10-04 REFLECTED CEILING PLAN - LEVEL 02 A13-01 INTERIOR FINISH PLAN - LEVEL 02 A15-01 FURNITURE PLAN - LEVEL 02 FOR REFERENCE ONLY A43-01 ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS A43-02 ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS A45-01 INTERIOR ELEVATIONS A45-02 INTERIOR ELEVATIONS A50-01 ARCHITECTURAL WOODWORK DETAILS A50-02 ARCHITECTURAL WOODWORK DETAILS A51-01 TYPICAL SUSPENDED CEILING DETAILS A51-02 TYPICAL SUSPENDED CEILING DETAILS - DIRECT HUNG A61-01 INTERIOR PARTITION TYPE CHARTS A61-02 INTERIOR PARTITION DETAILS A61-50 INTERIOR PARTITION DETAILS A62-01 DOOR SCHEDULE A64-01 INTERIOR FINISH SCHEDULE AND LEGEND SABEY ARCHITECTURE TBD - Bidder Design Build by G.C. 12201 TUKW INTL BLVD, FOURTH FLOOR SEATTLE, WAA 98168166 TEL: (206) 281-8700 FAX: (206) 282-9951 MECHANICAL ENGINEER: BUILDING SECTION INDICATOR WALL SECTION INDICATOR CONTACT: KARAANDERSON TBD -Bidder Design Build by G.C. EMAIL KARAA@SABEY.COM BUILDING OWNER: -- 0 SECTION DETAIL INTERNATIONAL GATEWAY WEST LLC ELECTRICAL ENGINEER: �� I I ENLARGED DETAIL INDICATOR `� -- .,� INDICATOR 122D1 TUKWILA INTL BLVD, FOURTH FLOOR TBD •BidderDesign Build by G.C. SEATTLE, WA98166 TEL: (206) 281-8700 FAX: (206)282-9951 CONTACT: SARAH MARQUES FIRE I LIFE SAFETY ENGINEER: XX A-XXX EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION © © INDICATOR © © EMAIL: SARAHM@SABEY.COM TBD - Bidder Design Build by G.C. GENERAL CONTRACTOR: A-XXX SABEYCONSTRUCTION 12201 TUKWILA INTL BLVD, FOURTH FLOOR PLUMBING, MECHANICAL, ELECTRICAL, SEATTLE, WA 98168 FIRE (EMERGENCY SYSTEM PERMITS TEL: (206) 281-8700 UNDER SEPERATE SUBMITTALS. FAX: (206) 282-9951 CONTACT: GLENN PARRY EMAIL GLENNP@SABEY.COM Nr __ _ MATCH LINE SEE XXA-XXX MATCH LINE INDICATOR DRAWING REVISION A( INDICATOR PROJECT ADDRESS 0X.X EXISTING COLUMN NEW COLUMN X.X GRIDLINE INDICATOR ® GRIDLINE INDICATOR INTERGATE.WEST, BUILDING B 12201 TUKWILA INTERNATIONAL BLVD., SUITE 201 TUKWILA, WA 98168 VICINITY MAP � SPOT ELEVATION EL XXX.XX EL. XXX'-XX" DATUM INDICATOR OR WORK POINT � INDICATOR PROJECT L`5. SITE j Sf4T71E awn' HAY J....OTS 1 Boer fosf Feld yo . 5. Boeing Ac°ass RpOd ROOM NAME INDICATOR INDICATOR INDICATOR INDICATOR <El XXXXX > EQUIPMENT (� WORK SCOPE OF ""ORK �XIXXXXX� FIXTURE I XXXX ROOM INDICATOR <FI XXXXX > FURNITURE <G I XXXXX > GRAPHICISIGNAGE INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 201 ON FLOOR 2 IN BUILDING B, INTERGATE.WEST AND ARCHITECTURAL FINISHES. MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER WILL BE BIDDER CAMPUS. THE WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, CASEWORKII DESIGNED. MISCELLANEOUS INDICATORS ooi !y l Sea X Int9 CD (DOOR) OPENING INDICATOR (F I XXX)XX) FINISH INDICATOR ti 0 WINDOW INDICATOR (XX'-XX" AFF ) CEILING HEIGHT INDICATOR Duwo mlah —Toe MATERIAL FINISH Agra BIM (PER FINISH LEGEND) (PER FINISH LEGEND) INDICATOR CODE AND BUILDING INFORMATION XX XX WALL TYPE INDICATOR NEEMPIF HEIGHT CEILING HEIGHTlMATERIALIFINISH PROJECT NAME: SABEY TENANT IMPROVEMENT SITE ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL KING COUNTYASSESSOR'SPARCEL NUMBERS: 0923049120 APPLICABLE CODES: X.X KEYNOTE 9FE MOUNTED TO WALL WITH BRACKETSG FEC INWALL-MOUNTED Airport po CABINET FIRE EXTINGUISHERS (PROPERTY) LEGAL DESCRIPTION BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (WAG 51-50) MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE (WAC 51-52) PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (WAC 51.56) ELECTRICAL CODE: 2015INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11C) FIRE CODE: 2015INTERNATIONAL FIRE CODE AC 51-54A ) FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE ACCESSIBILITY CODES: WASHINGTON STATE ACCESSIBILITY CODE WAC 51-50 ( ) USE GROUP AND OCCUPANCY: p EXISTING TO REMAIN •// (SHOWN SHADED) I' EXISTING TO BE DEMOLISHED L. (SHOWN DASHED) PARTITION) PARTITION) PARTITION) PARTITION) PARTITION) - (NON -RATED RATED PARCEL B COMMENCING ATA POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON THAT IS SOUTH 89°16'35° EAST,100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE(3-HOUR THENCE SOUTH 24°13'53° EAST, 969.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 65°46'07° EAST, 58.17 FEET; THENCE NORTH 63°32'48°EAST, 62.13 FEET; THENCE SOUTH 22°47'O1°EAST, 21.44 FEET; THENCE NORTH 65°30'25° EAST,199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1 (SR 99) SOUTH 118TH STREET TO JCT SSH NO. 1-K APPROVED JULY 23, 1957; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OFA 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 I°16'30° A DISTANCE OF 62.42 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 67°01'21° EAST 10.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2815.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 67°01'21° WEST) THROUGH ACENTRAL ANGLE OF 6°31'21°, A DISTANCE OF 320.46 FEET; THENCE SOUTH 73°32'42° WEST, 16.58 FEET; THENCE SOUTH 71°35'51° WEST, 61.96 FEET; THENCE NORTH 78°38'44' WEST, 7.83 FEET; THENCE SOUTH 75°53'44' WEST,106.07 FEET; THENCE NORTH 82'22'10°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 Na L98-0033, RECORDED UNDER RECORDING NO. 9810059013, RECORDS OF KING COUNTY, WASHINGTON) ®•......•......•.. (1-HOUR RATED �•• _ ••� (2-HOUR RATED ®•••®• ••� RATED (4-HOUR (' SMOKE BARRIER NEW TYPE OF WORK SMOKE PARTITION PARTITIONS RCP SYMBOLS NO CHANGE TO OCCUPANCY GROUP OCCUPANCY: B (OFFICE) S-2 (PARKING STRUCTURE) EXISTING TYPE OF CONSTRUCTION: CEILING-MOUNTEDDIFFUSERS 2'X2' FLUORESCENT LIGHT CEILING -MOUNTED 2'X4' FLUORESCENT LIGHT CEILING -MOUNTED 1'X4' FLUORESCENT LIGHT (HIDDEN)CEILING-MOUNTED STRIP FLUORESCENT LIGHT (EXPOSED) CEILING -MOUNTED STRIP FLUORESCENT LIGHT WALL -MOUNTED STRIP FLUORESCENT LIGHT DOWNLIGHT ACCENT DOWNLIGHT WALL -WASHER DOWNLIGHT LL MOUNTED) LIGHT CEILING -MOUNTED EXIT LIGHT WALL•MOUNTEDEXITLIGHT FIXTURES El El HVAC (SIZE AND PER MECHANICAL DRAWINGS) HVAC RETURNSIEXHAUSTS (SIZE AND TYPE PER MECHANICAL DRAWINGS) ITEMS TYPE II - SPRINKLERED IN LIEU OF 1 HR CONSTRUCTION (OFFICE BUILDING) OVER TYPE I - SPRINKLERED (PARKING STRUCTURE) NUMBER OF STORIES: STORIES ABOVE GRADE PLANE: 4 OFFICE FLOORS STORIES BELOW GRADE PLANE: 2 PARKING LEVELS SEISMIC DESIGN CATEGORY: ( ( ®® CEILING -MOUNTED HVAC GENERAL NOTES D PROPOSED AREA OF REMODEL: ( L 7,709SFOFPROJECTAREAONFLOOR2 EXISTING CORE AND SHELL FIRE RATINGS: 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORE 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE ALLSHPORTIONSLL BE AS OF THENG WS IF REQUIRED RIBEDBY I THE HECON CONTRACTOR CUMENHALL O . NOTI COORDINATE ALL PORTIONS OF THE WORKAS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED.SC 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE CONTRACTOR ANDIOR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BYA QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE AND CRITERIAINDIC REVISION.? �n .> MY Community Development 9•' gam. , N F@ IWv — T Ei CEILING -MOUNTED ACCESS PANEL OFFICE PARKING FLOOR CONSTRUCTION: N.R. 2 HR ROOF CONSTRUCTION: N.R. 2 HR STRUCTURAL FRAME: N.R. 3 HR ELEVATORS: 1 HR 2 HR STAIRS: 1 HR 2 HR MECHANICAL SHAFTS: 1 HR 2 HR - INTERIOR FINISHES: { I Q Q Cp 5(WAONCE-WE 0 C STANDARD LIGHT 2( CEILING -MOUNTED FIRE SPRINKLER PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED MEANS OF EGRESS: SEE A•005-LIFE SAFETY PLAN PARKING: S CEILING -MOUNTED SPEAKER NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE PROJECT. PARKING DEMANDS AS A RESULT OF COMMERCIAL TI ARE MET BY EXISTING SITE PARKING FACILITIES. ALL ACCESSIBLE SITE FEATURES AND PARKING STALLS ARE PROVIDED BY THE BUILDING LANDLORD. Architecture 12201 Tukwila Int' Blvd -4th Floor Seattle, WA 98168 206.281.8700 sabey.com o% REGISTERED 1r.CHITECT owat- A M. ANDI_RSON STATE OF WASHNGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK 1 DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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 1 2 3 PROJECT NOTES DIVISION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMERCIAL OFFICE SUITE 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) COPIES FOR APPROVAL. 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.0 " (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 0. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DIVISION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION VI -ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT.," THICK. 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS. 4, PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6. SHELF EDGING TO BE VINYL. DIVISION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 08810-GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 7. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: A. SYSTEM DESCRIPTION: 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST THE STRUCTURAL DESIGN LOADS SPECIFIED. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS. 3. STRUCTURAL REQUIREMENTS: FOOT UNIFORM LIVE LOAD, DESIGN LOADS: 5 POUNDS PER SQUARE PLUS DEAD LOADS. B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES. B. CODE REQUIREMENTS: 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART OF EACH ASSEMBLY. 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. C. MATERIALS: 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. 2. FIRE RATED PARTITION HEAD SYSTEMS: A. RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. D. PARTITION FRAMING: 1. RUNNERS: A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND CONDUIT WHICH MAY BE EMBEDDED IN CONCRETE FLOORS. B. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO CLEAR PARTITION. C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL DEFLECTION. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 20-GAGE. 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER. 9. STUD BRIDGING: A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS ATA MAXIMUM OF 5'-0" ON CENTER FOR THE FULL HEIGHT OF THE PARTITION. B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING 3'-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5'-0" OF EXPOSED STUDS. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. F. BACKING: 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. G. INSTALLATION TOLERANCES: 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. H. REFERENCES 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. B. C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. D. C745 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD, BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079-TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE COMPANIES WHEREVEF THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS ACID OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT 1, PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FNISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOORFRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHTSURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DIVISION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL PERIMETER GLAZNG TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 2. ALL INTERIOR RELITES TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DIVISION XV - MECHANICAL 15500 - FIRE PROTECTIOA 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQJEEZE-TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, UON. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION,AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. DIVISION XVI - ELECTRICAL 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANTS REQUIREMENTS. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED UON. 6. GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT' FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANTS NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANTS VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. RECEIVED MAY 02 2022 Community Development Architecture 12201 Tukwila Floor Int' Blvd -4th Seattle, WA 98168 206.281.8700 sabey.com REGISTERED � L ARRCCHINEC T KARA U. ANDERSON SLATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE. W EST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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 6 7 8 9 10 abey HO_2nd 841h FI 2 F E D C B A BUILDING A 12301 PARCEL A INTERGATE.WEST SITE PLAN 1/64" =1'-0" AREA OF WORK SECOND FLOOR SUITE 201 BUILDING B I 12201 PARCEL B BUILDING C 12101 PARCEL C 111_ 111111111 PARCEL D TUKWILA INTERNATIONAL BLVD. SITE DATA LEGAL DESCRIPTION ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL AREA: 559,465 SQ. FT. PARCEL NUMBER: 0923049120 PARCEL B BUILD''NG 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.M., 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 POINT OF BEGINNING; THENCE NORTH 65°46'07° EAST, 58.17 FEET TOTAL: 245,164 SQ. FT. THENCE NORTH 63°32'48° EAST, 62.13 FEET THENCE SOUTH 22°47'01° EAST, 21.44 FEET SEISMIC ZONE: 3 THENCE NORTH 65°30'25' EAST, 199.33 FEET TOAPOINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1 (SR 99) SOUTH 118TH STREET TO JOT SSH NO. 1-K APPROVED JULY 23, 1957; PARKING REQUIRED: OFFICE = 2St1000SF = 613 STALLS THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2,805.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 65°44'51° WEST) THROUGH A CENTRAL ANGLE OF 1°16'30° 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 FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2815.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 67°01'21 ° WEST) THROUGH A CENTRAL ANGLE OF 6°31'21°, A DISTANCE OF 320.46 FEET; THENCE SOUTH 73°32'42° WEST, 16.58 FEET; THENCE SOUTH 71 °35'51° WEST, 61.96 FEET; THENCE NORTH 78°38'58° WEST, 7.83 FEET; THENCE SOUTH 75°53'44° WEST, 106.07 FEET; THENCE NORTH 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°t3'53° 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) r; tIAY 02 2 °2 Community Development Floor 9B168 Architecture 12201 Tukwila Int' Blvd - 4th Seattle, WA 206.281.8700 sabey.com �y REGISTERED ARCHITECT aNii- KARA M. ANDERSON SATE Or WASi,JOTCM SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE. W EST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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. 6 7 8 9 10 LIFE SAFETY LEGEND — — — — INDICATES PATH OF TRAVEL • TRAVEL DISTANCE START POINT COMMON PATH OF TRAVEL INTERSECTION EXIT AND LOAD LEVEL 02 FLOOR PLAN LIFE SAFETY PLAN OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD LOAD FACTOR PER BC 1004.1.2 EXISTING EXIT SIGN NEW EXIT SIGN EXIT SIGN WITH DIRECTIONAL ARROW EXISTING EXIT SIGN TO BE REMOVED OR RELOCATED 1/8" =1'-0" OCCUPANCY CALCULATIONS B - OFFICE 7,709 SF1100 SF PER OCCUPANT = 77 OCCUPANTS AREA NOT IN SCOPE SUITE 201 TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE TOTAL OCCUPANCY NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED OCCUPANT LOAD PER EXIT REQUIRED EXIT WIDTH* EXIT DOOR WIDTH PROVIDED 7,709 SF 77 OCCUPANTS 2 3 26 71 x .2 =15" 3'-0" (32" CLEAR) 'NOTE: MINIMUM EXIT WIDTH PROVIDED SHALL BE 32" OTAL EXIT ACCESS TRAVEL DISTANCEE:106' TOTAL EXIT ACCE (" TRAVEL DISTANCI B- OFFICE 809 SF/100 SF PER OCCUPANT= 16 OCCUPANTS SUITE 201 TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE TOTAL OCCUPANCY NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED OCCUPANT LOAD PER EXIT REQUIRED EXIT WIDTH* EXIT DOOR WIDTH PROVIDED 809 SF 16 OCCUPANTS 2 2 8 16x.2=3 3'-0" (32" CLEAR) *NOTE: MINIMUM EXIT WIDTH PROVIDED SHALL BE 32" B - OFFICE 457 SF/100 SF PER OCCUPANT = 5 OCCUPANTS SUITE 201 TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE TOTAL OCCUPANCY NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED OCCUPANT LOAD PER EXIT REQUIRED EXIT WIDTH* EXIT DOOR WIDTH PROVIDED 457 SF 5 OCCUPANTS 2 2 3 5x.2=1 3'-0" (32" CLEAR) *NOTE: MINIMUM EXIT WIDTH PROVIDED SHALL BE 32" LOBBY COMMON PATH OF TRAVEL DISTANCE:50' TOTAL EXIT ACCESS TRAVEL DISTANCE:100' 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: 50'-0" (IBC 1018.4, EXEMPTION 2) 2. MAXIMUM ALLOWED COMMON PATH OF EGRESS TRAVEL : 100'-0" (IBC TABLE 1014.3) 3. MAXIMUM ALLOWED EXIT ACCESS TRAVEL DISTANCE: 300'-0" (IBC TABLE 1016.2) EXIT OR EXIT ACCESS DOORWAYARRANGEMENTS (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 ‘ck- �b ECE.:1V NAY 02 2022 Community Development Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com N01J: REGISTERED ARC HITEC KARA M. ANDE_RSON ST,,TE OF Wi,SVlwcTorl SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02107/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE 1 DESCRIPTION PROGRESS DATE: 04/27/22 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 A00-04 1 2 3 4 5 6 7 B 9 10 I LEVEL 02 DEMO PLAN /8" =1'-0" DEMOLITION GENERAL NOTES 1. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF INCONSISTENCIES BETWEEN THEM AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. 2. REPAIR ANY DAMAGED FIRE -RATED ASSEMBLIES TO THEIR ORIGINAL SPECIFICATIONS, UNO. 3. REMOVE CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES FINISHES AND MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CASEWORK, WINDOWS FRAMES, ALL GYP SURROUNDING COLUMNS, AND OTHER FIXTURES AS REQUIRED. AFTER REMOVAL OF PIPE CHASES, PATCH HOLES IN FLOORS OR WALLS TO REMAIN TO MEET ORIGINAL FIRE PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, FLOORS, AND DECK, AND PREPARE SURFACES TO RECEIVE NEW FINISHES PER FINISH SCHEDULE OR PER INTERIOR FINISH PLANS. 4. COORDINATE WITH THE OWNER ANY ITEMS TO BE STORED AND/OR RELOCATED. 5. WHERE NEW FINISHES ARE TO BE INSTALLED ON TO REMAINING SURFACES, REMOVE THE EXISTING FINISH AND PREPARE THE EXISTING SURFACE TO RECEIVE THE NEW FINISH. 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. 9. DO NOT CUT ANY STRUCTURAL WORK WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER. 10. NOTIFY THE ARCHITECT IMMEDIATELY IF THE REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS OR COMPONENTS WILL ADVERSELY AFFECT THE OPERATION OF MEP SYSTEMS OUTSIDE THE LIMIT OF DEMOLITION. 11. SCHEDULE ALL DEMOLITION WITH THE OWNER. 12. DEMOLITION TO INCLUDE REMOVAL OF ALL EXISTING CEILINGS INCLUDING ACT CEILING GRID 6 PANELS, AND EXISTING LIGHT FIXTURES. 13. REMOVE ALL EXISTING PRIVACY FILM AT INTERIOR GLAZING. 14. SALVAGE ALL DEMO'D DOORS TO REUSE. 15. SALVAGE ALL DEMO'D CARPET FOR REUSE. 16. ALL EXISTING LIGHTING, SPRINKLER HEADS, AND MECHANICAL THAT CONFLICT WITH PLACEMENT OF NEW WALLS TO BE RELOCATED AND COORDINATED. 17. SALVAGE ALL DEMOLISHED RAISED FLOORING FOR REUSE. (12) ' ' �- } 1__1__L_� - - -1 = = --re- =1=f H -i —I I I I I I I I I 1.L I.1- 4 I H r F I - 1 ---i 1-I l 1 1 _1LL I i_.1- _i -, - 4- H11- i �= =i `f ==r= _J _i_ -1 1 _ L_ 1 I I _ 151LIIL _1 DEMOLITION NOTES BY NUMBER 1 ALL EXISTING PERIMETER WALLS, SILLS AND HEADERS TO REMAIN. PATCH AND REPAIR AS NEEDED. \J FLOOR, WALL, AND CEILING FINISHES TO BE DEMOLISHED OEXISTING RAISED FLOOR TO BE REMOVED. ® EXISTING DOOR, WALL, AND FULL GLASS SIDELIGHTS TO BE REMOVED. OREMOVE EXISTING WALLS AND INSULATION AT PERIMETER WINDOWS. REMOVE DEBRIS AND CLEAN PATIO. OEXISTING SOFFIT TO BE REMOVED. ® EXISTING CEILING, GRID AND LIGHTING TO BE REMOVED IN HALLWAY. ® REMOVE COVER FROM EXISTING COLUMN. (10) REMOVE EXISTING FIXTURES AND FINISHES. SEE SHEET A43-02 FOR RESTROOM DETAILS. (1 1) REMOVE DRYWALL FROM NORTH SIDE OF EXISTING WALL. (12) EXISTING DRINKING FOUNTAINS TO BE REMOVED. CAP LINES FOR SOUTH UNIT. - -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 AREA OUT OF ARCHITECTURAL SCOPE BUT REFER TO MEP AND STRUCTURAL DEMOLITION DOCUMENTS FOR ADDITIONAL WORK IF REQUIRED SHAY 02 21122 Community Development SAO Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 EY - 4th Floor WA 98168 sabey.com NCI ARCHhTEC KARA U. ANG Q ESQ STATE OF NASONGTCd SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK DATE 1 DESCRIPTION PROGRESS DATE: 04/27/22 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. DEMOLITION PLAN - LEVEL 02 A04-02 1 2 3 4 5 6 7 8 9 10 ED LEVEL 02 FLOOR PLAN 1/8" =1'-O„ I FLOOR PLAN GENERAL NOTES 1. REFER TO SHEET A00-01 FOR ADDITIONAL GENERAL NOTES. 2. PARTITION TYPES ARE SCHEDULED IN THE A61 SERIES. 3. PARTITION TYPES LABEL GL-1 TO BE ALLSTEEL, BEYOND LOW PROFILE WALL SYSTEM, COORDINATE DIMENSIONS AND MATERIALS WITH COI SUSAN RUDD. 4. SEE A43 SERIES FOR PLUMBING LAYOUTS AND TYPICAL MOUNTING HEIGHTS OF PLUMBING FIXTURES AND TOILET ACCESSORIES. 5. PROVIDE 7" CLEAR BETWEEN STUDS AT LAVATORIES 6. PROVIDE A 6" STUD MIN. BEHIND TOILET AT FLOOR MOUNTED TOILETS. 7. SEE FURNITURE PLAN FOR GLASS WRITING BOARDS. I SHOWER QUIET RM MEN'S LOCKERS 215Bj SHOWER WOMEN. LOCKER L 5A ALIGN 5'-6" 15'-4"\7 7/A45.02 WELLNESS ROOM L 227 I_ FLOOR PLAN LEGEND (301A) BUILDING EXPANSION JOINT EXISTING PARTITION TO REMAIN NEW PARTITION DOOR TAG REF: A62-0X SERIES FOR DOOR SCHEDULE. PARTITION TAG REF: A61-0X SERIES FOR CHARTS CONF. RM `-'1 ALIGN FITNESS ROOM 5/A45-01 P.OADCAST /4" HOLD TON— FFICE 2/A45-02 OPEN WORKSTATIONS 213 ] �_._---- ALIGN HOLD TO OFFICE 114 3/4" HOLD TO OFFICE 114 3/4" - HOLD TO FFICE 15'-2" OPEN AREA 200 L 3 5' - 2„ 4-7" STORAGE 201 z c9 ORRIDOR PY/PRI --CASEWORK BREAKOUT o r I 204 114 3/4" HOLD TO OFFICE 157" 0 HOLD 81" HOLD TO OFFICE OPEN AREA L 202 2/A45-01 (16 11/A45-01 3 (10) 203MARKETING FLOOR PLAN NOTES BY NUMBER STOREFRONT SYSTEM BASIS OF DESIGN: ALLSTEEL, BEYOND WITH GLASS PIVOT DOORS COLOR ANONDIZED BLACK, 8' HIGH WALL ABOVE STOREFRONT TO BE A61 ROVIDE PLYWOOD BACKING IN WALLS FOR MONITORS. COORDINATE WITH AV SUPPLIER. ALL WALLS TO BE CENTERED ON MULLIONS. SEE DETAIL 4/A61-01. ENTIRE WINDOW TO GET INFILLED FOR TWO SCREENS ON THIS WALL. PROVIDE OPAQUE FILM ON INSIDE FACE OF GLASS. PROVIDE HOLES IN SOFFIT FOR VENTILATION. FLOOR MOUNTED SIGNAGE BOX. INFILL EXISTING WALL TO MATCH NEW CONSTRUCTION PROVIDE NEW SILL WALL BELOW WINDOW TO MATCH EXISTING. SEE DETAIL 3A/A61-01 NEW ELKAY EZH2O BOTTLE FILLING STATION AND SINGLE ADA COOLER. MODEL LZSBWSLP PROVIDE NEW INSULATION AT UNDERSIDE OF DECK ABOVE WALL TO BE CENTERED ON THE COLUMN. SEE SHEET A43-02 FOR NEW RESTROOM DETAILS. COORDINATE LOCATION OF WALL WITH BEYOND WALL GLASS SYSTEM FOR ADJACENT OFFICES. 6) NOT USED. ram ED HAY 02 2022 Community Development PROVIDE PLYWOOD BACKING IN WALL FOR GLASS WRITING PANELS. COORDINATE WITH FURNITURE SUPPLIER. ALIGN EDGE OF NEW WALL WITH FACE OF GYP. BOARD AT WINDOW. ALL MOUNTED LIGHT BOX -(17) Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com REGISTERED ARCHITECT A U. ANDERSON 444 iE Cr ': lASH4;4414 : SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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 02 Al 0-02 6 7 8 9 10 d & 41h Floor Remodel 2019VP F E D C B Ei LEVEL 02 REFLECTED CEILING PLAN 1 /8" =1'-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. 8. 9. LOCATE SUPPLY, DRAIN AND VENT PIPING AS REQUIRED TO MAINTAIN SCHEDULED CEILING HEIGHTS. PAINT ALL EXPOSED STRUCTURE AND STRUCTURE ABOVE ACP-2 AT LEVEL 2 PT-1 (WHITE). ALL EXISTING LIGHTING, SPRINKLER HEADS, AND MECHANICAL THAT CONFLICT WITH PLACEMENT OF NEW WALLS TO BE RELOCATED AND COORDINATED. I, EQ.' EQ GYP BD 9' 0" AFF -TRACK FOR CURTAINS CURTAINS LIGHTING FIXTURES SPEC: EQ.S-EQ: iEQ. 1ZONE2 (LD)1 e �,ACP-2 19'-0"AFF LA-1: FOOL - FLS2D-RO-500L-BEAM-VOLT-LII-IC-W1-1 LB-4: FINELITE, INC. - HP-4-ID LENGTH S-S-835-TG-F-VOLT-FA50-FE-SC-C1 LB-6: FINELITE, INC. - HP-4-ID LENGTH S-S-835-TG-F-VOLT-FA50-FE-SC-C1 LB-8: FINELITE, INC. - HP-4-ID LENGTH S-S-835-TG-F- VOLT -FA50-FE-SC-CICL L - : FOCL - FLCY4-RD-BKR-1500L-35K-1 C-UNV-SC-L11-C72-OPTIC-BEAM-CD-WHITE PABL, SOLI DR 36, BLACK -1: BLACKJACK, FLAIR LED LINEAR SUSPENSION LIGHT, WHITE LF-1: TECH ELECTRIC LLC - 700MPTLM18Z LH-1: LIGHTART - ECHO 47-8-FIN STYLE B LG-1: PABP148861 BROWN 9' •0'AFF;'r 10'-4" 4j ACP-1 IN 9'-0"AFF LB) -"AF == 6"=AFF ACP-1 AFF ACP 2-1 9 AFF �ACP-1 8'-0"AFF ACP-2 •• ^ 9'-0"AFF ' = O' AFF 0 0 9'=0"'FF RCP LEGEND SUPPLY AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION RETURN AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION LINEAR FACE MOUNTED CEILING DIFFUSER (USED IN LOBBY, RECEPTION, AND LOUNGE) CEILING DETAIL/ SECTION TAG 6, 9' -_0" AFF_ CEILING HEIGHT DESIGNATION PER AREA. WHERE NO HEIGHT IS DESIGNATED, ASSUME 9'-0" GYPBD:` AP-1 ACP? EXP GYPSUM BOARD CEILING SUSPENDED ACOUSTIC CEILING PANEL 2' X 2' SUSPENDED ACOUSTIC CEILING PANEL 2' X 6' EXPOSED STRUCTURE AREA OUT OF SCOPE LIGHTART, ECHO, 47" DIA X 14" H, 8 FINS, CEILING MODULE EXP. PT-1 (LGI EQ. 5' (LA 4 {L ACP 1 `�9'•-0"AFF r1 9' 0' EQ. ACP-1 9 - 0" AFF 40'-0" EQ RCP NOTES BY NUMBER (12> ALIGN FEATURE LIGHTING OVER FINAL FURNITURE LAYOUT, COORDINATE WITH SUSAN RUDD COI ROVIDE LIGHTING CONTROLS/ DIMMERS PROVIDE WS-1 AND WS-2 AT INTERIOR SIDE OF WINDOWS. PROVIDE WS-1 AT INTERIOR SIDE OF WINDOWS. PROVIDE NEW SOFFIT AND LIGHTING PER DETAIL 3/A61-02 CENTER LIGHT IN SHOWER STALL NEW SOFFIT. SIM TO DETAIL 2B/A-61-01. NEW SOFFIT. SEE DETAIL 2BIA-61-01. TYP. AT ALL LOCATIONS OF NEW BEYOND WALL. PROVIDE SEPARATE, DIMMABLE CONTROLS FOR EACH ROW OF LIGHTS. SEE SHEET A43-02 FOR NEW RESTROOM CEILING DETAILS. NOT USED. LIGHT TO BE CENTERED ON TABLE. ACP-2 9'-0"AFF 3 MAY 02 ?'2 Community Development Stri Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com REGIS1 RED ARCHITECT <ARA U. ANDERSON S:TC OE WASI—C:SOT'a SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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. REFLECTED CEILING PLAN - LEVEL 02 Al 0-04 6 7 8 9 10 RB-1 CPT-1,a� mon hum 0 !ram -- arum -,I-1 FITNESS ROOM CPT-3 CPT-3 OPEN AREA I 200 I PT-1 RB-1 CPT-3 0 PT-1 RB-1 CPT-1 L CPT-1 BROADCAST OFFICE I 212 I CPT-1 a OFFICE OPEN WORKSTATIONS 1213 J CPT-1 OFFICE r 2101 CPT-2 OFFICE PT-1 RB-1 CPT-1 PY/PRIN OFFICE PT-1 RB-1 CPT-3 4j PT-1 RB-1 CPT-1 CPT-1 CPT-1 CPT-3 CPT-1 CPT-3 -a CPT-1� PHONE 205 PT-1 RB-1 CPT -1 CPT-1 WD-1 PT-1 CPT -1—{— WD-1 OF--� RICE 207 I PT-1 RB-1 CPT-1 RB-1 WD-1 f WD-1 PT-1 RB-1 WD-1 LIBRARY HUDDLE 12078 MARKETING I203I PT-1 RB-1 OPT-1 TERRACE r.- OLEVEL 02 FINISH PLAN 1/8" = V-0" INTERIOR FINISH PLAN LEGEND ROOM FINISH TAG ROOM NAME NUMBER ETR XXX XXX XXX WALL FINISH WALL BASE FINISH FLOOR FINISH ACCENT FINISH TAG (THIS TAG OVERRIDES THE "ROM FINISH TAG") KEYNOTE XXX MATERIAL TRANSITION TAG �j MATERIAL PATTERN DIRECTION — - - — MATERIAL SEAM WOOD IN PERPENDICULAR DIRECTION 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: SATIN 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. 3. ALL GYP CEILINGS TO BE PAINTED PT-1, MATTE FINISH, UNO. 4. LEVEL 5 WALL FINISH BEHIND WC-3. 5. PROVIDE MATTE SEALER ON EXPOSED COLUMNS. DOORS/WINDOWS: 1. REFER TO A62-01 FOR DOOR SCHEDULE, FINISHES, TYPES AND DETAILS 2. ALL STOREFRONT FRAMES AND DOORS TO BE ANODIZED BLACK, ACCEPT FOR WALLNESS ROOM. WELLNESS FRAMES TBD. 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 INTERIOR FINISH WALL LEGEND WALLPAPER (IN CORRIDOR, LOBBY, OPEN SDC OFFICE, AND WELLNESS ROOM) MIRROR (IN WELLNESS ROOM) NOTES BY NUMBER PAINT AND PATCH GYP TO RECEIVE NEW MIRROR AND WALLPAPER. OSEE SHEET 43-02 FOR NEW RESTROOM FINISHES. ODEMOLISH ALL EXISTING TILE. APPLY NEW WALL TILE AND FLOOR TILE. FINISH ALL EDGES WITH SCHLUTER STRIP. 0 PAINT ALL WALL SURFACES P-1, OPROVIDE LEVEL 5 FINISH ON WALL. r=i.-ER l� MAY 02 2022 Coinmunity Development Sfr�k Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com REGISTERED ARCHI TEC 1 GtA,A- C L /✓j KARA M. ANDERSON STATE OF IYASHMGTCIJ SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK DATE DESCRIPTION PROGRESS DATE: 04/27/22 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 02 A13-01 1 2 3 4 5 6 7 8 9 10 ano- , ;Dim „a- MO;P^ •n _Dmion E LEVEL 02 FURNITURE PLAN 1 1/8" =1'-0" ,5]-0" Nold ro Oimx�_n _ /(1tL {/, tl 1 �ri��i1 i1 li l i) r rThA 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. FURNITURE PLAN LEGEND NEW FURNITURE (OF01) EXISTING FURNITURE (OFOI) FURNITURE PLAN MOUNTING HEIGHTS 2 COORDINATE CHAIR AND BRACKET LOCATION WITH ACCESSORIES MOUNTED TO BACK SIDE OF DOOR 0 BATTERY CLOCK nn MARKER BOARD TACK BOARD a_ = imi O m Z Q - 0 oca 'zriacc a- = FOLDING CHAIR WALL BRACKET MAGAZINE RACK - MR CHART LITERATURE RACK - LR FURNITURE PLAN NOTES BY NUMBER OINSTALL 1/4" CLARUS GLIDE TEMPERED SAFETY WRITING GLASS WITH SLIDING PANELS TO NEW DRYWALL OINSTALL ALLSTEEL WRITING GLASS PANEL COORDINATE FINAL LOCATION WITH DECK PAN BELOW RECE''fir` 'MAY 02 21122 Community Development SP Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 -4th Floor WA 98168 sabey.com REGISTERED ey�ARCHITECT WY I-- KARA M. ANDERSON STATE OF V!,,SrIIMGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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 02 FOR REFERENCE ONLY A15-01 F E 0 C B A 1 2 4'-10" 51A43-01 FULL HEIGHT MIRROR COAT HOOK UIC FRIDGE - COAT HOOK 71A43-0 4 LOCKERS FULL' 1 HEIGHT MIRROR COAT HOOK MIRROR a ` COAT HOOK / 26 LOCKERS - 6'-11" 6/A43-01 41A43-01 3 BENCH ALIGN ALIGN 4 _ PAPER TOWEL DISPENSER AUTOMATIC MOUTHWASH DISPENSER MIRROR 4'HX6'W MIRROR 4'H X 8'W AUTOMATIC - MOUTHWASH DISPENSER PAPER TOWEL t - DISPENSER COAT HOOK MIRROR LEVEL 02 FLOOR PLAN - ENLARGED LOCKERS / SHOWERS/ RESTROOMS 2 WOMEN'S LOCKER / SHOWER ROOM /4" =1'-0" (-A. L2 MEN'S LOCKER/ SHOWER L2 WOMEN'S LOCKER RM \12r_i1/4" =1'-0" PAPER TOWEL DISPENSER AUTOMATIC MOUTHWASH DISPENSER QL2 WOMEN'S LOCKER 1 /4" =1'-0" 0 f PL-2 -, U.0 REF. 6 MIRROR (2'W X 5'H) �-( �-( PT-1 -_-- PT-1 )---\\ T-6 , ELH, � I I L2 MEN'S SHOWER/ LOCKER 1/4" =1'-0" 7 8 PLUMBING LAYOUTS GENERAL NOTES 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. 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. THE SPACE BETWEEN THE GRAB BAR AND WALL AND PROJECTING OBJECTS BELOW AND AT ENDS SHALL BE 1 1/2" 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. 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. RSS 'OTSWIr' ' •THE " •UIRE• •FLO•' EOF NEW FIXTURES SPECS: 1A. MIRROR - RH, METAL FLOATING MIRROR, RAW STEEL, 96"W X 48"H (WOMEN'S LOCKER/ SHOWER ROOM) 1B. MIRROR - RH, METAL FLOATING MIRROR, RAW STEEL, 72"W X 48"H (MEN'S LOCKER/ SHOWER ROOM) 1C. VANITY MIRROR: RH, METAL FLOATING MIRROR, RAW STEEL, 72"W X 48"H (WOMEN'S LOCKER/ SHOWER ROOM) 2A. FAUCET - THE SPLASH LAB, THE RIBBON FAUCET, TSL.R.020.BK.ELE, BLACK (MEN'S AND WOMEN'S LOCKER/SHOWER ROOMS) 28. FAUCET - THE SPLASH LAB, THE RIBBON FAUCET, TSL.R.020.BK.ELE, BLACK (COMMON RESTROOMS) 3. SOAP DISPENSER - THE SPLASH LAB, THE RIBBON SOAP DISPENSER, TSL.R.010.BK, BLACK 4. SINK - KOHLER, K-2330, KATHRYN, WHITE UNDER MOUNT SINK. 5. PAPER TOWEL/TRASH - ENMOTION B" RECESSED AUTOMATED TOUCHLESS PAPER TOWEL DISPENSER, STAINLESS, 59466A, 13.300' W X 8.000' D X 16.400" H (59466A), 6. LIGHT - LUMES, PANDORA LED BATH BAR, 36" (COMMON RESTROOMS) 7. TOILET - SLOAN ELONGATED FLOOR MOUNTED ADA WATER CLOSET, ST-2449 (WOMAN'S LOCKER ROOM WATER CLOSET 8. SEAT COVER DISPENER - BOBRICK, B-221, SURFACE MOUNTED (LOCKER). 9. TOILET TISSUE DISPENSER - BOBRICK, B-4288, SURFACE MOUNTED (LOCKER). 10. GRAB BARS - BOBRICK B-5806, 18", 36° AND 42", SATIN (LOCKER). 11. WATER HEATER - AO SMITH PROMAX ECT-120 12. AUTOMATIC MOUTHWASH DISPENSER - GOTFRESHBREATH, CHROME GFBOAUTCHO1A 13. FLUSH VALVE-SLOAN, ECOS SENSOR FLUSHMETER, ECOS 111-1.28-HW (WOMANS LOCKER ROOM WATER CLOSET FLUSH VALVE - HARD WIRED 14. TOILET-SLOAN, ELONGATED WALL MOUNTED WATER CLOSET, ST-2459 (EXISTING RESTROOMS WATER CLOSET) 15.URINAL- KOHLER, DEXTER, K-5016-ET (EXISTING RESTROOM) 16. FLUSHMETER - SLOAN, G2 SENSOR FLUSHMETER, G2 8186-1.0, HARD WIRED 17. VALVE TRIM - MOAN, T4192BL, ALIGN MATTE BLACK TRANSFER VALVE TRIM (MEN'S/ WOMEN'S LOCKER ROOM - SHOWER FAUCET) 18. HANDSHOWER SLIDEBAR - MOAN, 3671EPBL, MATTE BLACK ECO (MEN'S/ WOMEN'S LOCKER ROOM) 19. SHOWER DRAIN - SIOUX CHIEF, 827 & 828 SERIES, 827-28 , BRASS (MEN'S/ WOMEN'S LOCKER ROOM) VANITY 9 10 TOILET ACCESSORIES LEGEND & MOUNTING HEIGHTS REACH RANGE (RR) TO OPERATION RR: K 48" AFF WHERE < 20" COUNTER DEPTH RR: K 44" AFF WHERE 20"-25" COUNTER DEPTH RR: 24"-44" AFF WHERE NO COUNTERTOP 4' MAX DEPTH REC REC SURFACE SURFACE PAPER PAPER MTD MTD TOWEL TOWEL PAPER PAPER DISP & DISP TOWEL TOWEL RECEPT DISP DISP 54" MIN. 39 41" TO OF GRAB 12" MAX. 42" MIN. 24" MIN. TOILET REC REC PARTITION SANITARY SANITARY SANITARY NAPKIN NAPKIN DISP NAPKIN DISPOSAL DISPOSAL TOILET TISSUE SURFACE MTD HOLDER SOAP DISP GRAB BAR LENGTHS ARE TOI . MOUNTING HEIGHTS ARE FLOOR FINISH TO TOP OF GRAB BAR, UNO. REF PLAN FOR LENGTH 18" VERT, REF TO INTERIOR ELEVATIONS WHEN SPACE IS NOT ACCESSIBLE 3-WALL GRAB BAR @ ACC 30"X60" SHR WIG SEAT 3-WALL GRAB BAR @ ACC 30"X48" SHR 8" MIN MIRRORED GLASS (GL-9) SEE INTERIOR ELEVATIONS FOR MTG HT 8 SIZE 90° GRAB BAR SURFACE MTD ROBE HOOK TWO WALL GRAB BAR @ ACC 36"X36" SHR FRAMED MIRROR, 24°X36" FRAMED MIRROR, (?X?) FRAMED MIRROR WI SHELF, 24"X36" TOWEL BAR SEE SHR CURTAIN INTERIOR ROD ELEVATIONS FOR LENGTH FOLDING SHR COAT RACK TOWEL & SEAT ROBE HOOK 0'-11 -1 T TOE KNEE CLEARANCE CLEARANCE CLR FLR SPACE WHERE REQUIRED SURFACE MTD TOILET SEAT COVER DISP I D MAY 02 2122 Community Development - 4th Floor WA 98168 sabey.com Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 6 I T; REDSIER' D ARC HIT 1 eWA- A M. ANDERSON STATE Or : .as:+:a;czrora SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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 G: ArehitectureVvchGraphix\Sabey Own F E D C B A 1 60" TYP. 2 7/A43-02 7 J(15> (11)—\ O LEVEL 02 ENLARGED PLAN - RESTROOMS 1/4" =1'-0" M RESTROOM OLEVEL 02 FINISH PLAN - RESTROOMS 3 1/4" =1'-0" MIRROR UNDERMOUNT SINK 4" QTZ-1 WC SINK SECTION DETAIL 1 1/2" =1'-0" 3 4 EXIST. GYP BD: 10' O'AFF.: ::. 5 LEVEL 02 ENLARGED RCP - RESTROOMS L2 MENS RESTROOM 4 1 /4" =1-0" PROVIDE SS-1 SHELF AND SINK PANEL QL2 WOMENS RESTROOM 1/4" =1'-0" L2 WOMENS RESTROOM 2 1 /4" =1-0" 6 7 8 PLUMBING LAYOUTS GENERAL NOTES 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 1/2" 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. 10. DOORS SHALL NOT SWING INTO THE MIN REQUIRED CLEAR FLOOR SPACE OF FIXTURES, REPRESENTED AS DASHED BOXES, UNO. 0 0 0 0 (10) (11) (12) (13) (14) (15) (16) (17) (18) RESTROOMS NOTES BY NUMBER DEMOLISH ALL EXISTING FLOOR TILES AND APPLY NEW FLOOR TILE T-4 DEMOLISH ALL EXISTING WALL TILE AND APPLY WALL TILE T-2 PER FINISH PLAN, FINISH ALL EDGES WITH SCHLUTER STRIP REMOVE EXISTING LIGHT FIXTURE AND INSTALL NEW LIGHTING. NOT USED 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. NEW ADA URINALS, DEMOLISH EXISTING. NEW ADA TOILETS, DEMOLISH EXISTING. NEW VERTICAL ADA GRAB BARS, REUSE EXISTING HORIZONTAL BARS. REUSE EXISTING ADA RECESSED PAPER DISPENSER AND GARBAGE RECEPTACLE PAINT ENTIRE HARD LID CEILING AND ALL WALL SURFACES. PROVIDE A SS-1 SHELF AND SINK PANEL. SEE DETAIL #6. PROVIDE NEW MIRRORS 35"H X 47"W NEW TOILET SEAT COVER DISPENSER, DEMOLISH EXISTING NEW WALL MOUNTED TOILET PAPER ROLLS, DEMOLISH EXISTING PROVIDE 4" X 18" SHELF IN PL-3 AT 48' AFF INSTALL NEW WALL MOUNTED SCONCE PAINT DOORS AND FRAMES PT-1 9 10 TOILET ACCESSORIES LEGEND & MOUNTING HEIGHTS REACH RANGE (RR) TO OPERATION RR: 6 48" AFF WHERE < 20" COUNTER DEPTH RR: <_ 44" AFF WHERE 20"-25" COUNTER DEPTH RR: 24"-44" AFF WHERE NO COUNTERTOP REC PAPER TOWEL DISP & RECEPT 4" MAX DEPTH REC SURFACE SURFACE PAPER MTD MTD TOWEL PAPER PAPER DISP TOWEL TOWEL DISP DISP 39 41" TO OF GRAB 2" MAX 42" MIN. 24"MI 42" MAX TOILET TISSUE HOLDER GRAB BAR LENGTHS ARE -roc, . MOUNTING HEIGHTS ARE FLOOR FINISH TO TOP OF GRAB BAR, UNO. TOILET REC PARTITION SANITARY SANITARY NAPKIN NAPKIN DISPOSAL DISPOSAL SURFACE MTD SOAP DISP 36" 42" REF PLAN FOR LENGTH 18" VERT, REF TO INTERIOR ELEVATIONS WHEN SPACE IS NOT ACCESSIBLE 3-WALL GRAB BAR @ ACC 30"X60" SHR W/O SEAT 3-WALL GRAB BAR @ ACC 30"X48" SHR c'-6"MIN MIRRORED GLASS (GL-9) SEE INTERIOR ELEVATIONS FOR MTG HT & SIZE 90° GRAB BAR SURFACE MTD ROBE HOOK REC SANITARY NAPKIN DISP BACK WALL 1,-6" TWO WALL GRAB BAR @ ACC 36"X36" SHR 0 " w pu�0 Z 2 u MP 0 cc w g n 5' o� FRAMED MIRROR, 24"X36" FRAMED MIRROR, (?X?) I� FRAMED MIRRORW/ SHELF, 24"X36" TOWEL BAR SEE SHR CURTAIN INTERIOR ROD ELEVATIONS FOR LENGTH FOLDING SHR COAT RACK TOWEL & SEAT ROBE HOOK 11" , TOE KNEE CLEARANCE CLEARANCE CLR FLR SPACE WHERE REQUIRED SURFACE MTD TOILET SEAT COVER DISP 'T.. MAY 02 2022 Community Development - 4th Floor WA 98168 sabey.com �fi kr? Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 RFGISTE?' C ARCHITECT etvx KARA M. ANDERSON STATE OF ti>5,1tJGTON SECOND FLOOR RESTROOM RENOVATION INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, LEVEL 2 TUKWILA, WA 98168 7 02/25/22 Tenant Revisions 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 02/26/22 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 e same "ot be dupf used or osed /mu „tent ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS 5 6 7 8 9 10 F E D C B O L2 BOOKCASE WALL AXON ( PT-1 ) OOPEN AREA ELEVATION 2 1/4" =1'-0" OLEVEL 02 BOOKCASE 1/4" =1'-0" ADJUSTABLE ( PT-1 ) SHELVES CHARISMA ID \ a DOUBLE SIDED LIGHT BOX / . V V \ / \ i --, \_ L/ , �.. -. _ \ / OPEN TO BEYOND X / , ( WV-1 ) / L, Y Y i OSTORAGE - SOUTH 1/4" =1'-0" 32.5'H 24'D BOW 8'W 325'H 24.0 102'H 2go 24_D 24_0 ?4_) FHS 34.5'VJ 102'H ADJUSTABLE SHELVES 24.D FHS 34.5.W 102'H 24'D 32W 2 W 32TH 24'D FHS 345'W 102'H 24'0 BDWS 18'W 32.YH 24'D BD 32.W 32.5'H 24'0 CO OPEN TO BEYOND Q CHARISMA DOUBLE SIDED LIGHT BOX 72. X100' OPEN TO BEYOND 370" ( PT-1 OLIBRARY BOOKSHELF 1/4" =1'-0" OBROADCAST ROOM 1/4" =1-0" EQ. t—V 42° / CLARUS SLIDING PANELS ) ( GL-2 /( / 1 1 o ( GL-2 ) ( GL-2 ) ( GL-2 ) ( GL-2 ) { RE rim, MARKETING PRESENTATION WALL 1/4" =1'-0" OLEVEL 1, 02 OFFICE COPY PRINT - NORTH O LEVEL 02 OFFICE COPY PRINT - SOUTH MARKETING CONF ROOM 1/4„ =-0„ ( 1/4" =1' 0" 0 1/4" =1'-0" I AV CABINET 2A W, 24D, 30'H IWC-2 TRIM ifWC-2 TRIM) C-2 TRIM) ©BROADCAST RM 1/4" =1'-0" WC-2 TRI INTERIOR ELEVATION LEGEND — OWNER FURNISHED ITEM/ EQUIPMENT CONTRACTOR FURNISHED ITEM! EQUIPMENT CABINET TYPE (REF A50-01 SERIES FOR DESCRIPTIONS) CABINET WIDTH (INCHES) 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 INTERIOR ELEVATIONS NOTES BY NUMBER OPROVIDE 1/2" MDF AS VENEER SUBSTRATE WITH SCHLUTER-INDEC AT TOP AND CORNERS. OPROVIDE VENTING FOR AN EQUIPMENT A EQ. TESTA / 6'X62' 3'-0"TYP. EQ. EQ. EQ. WALL G IC 8'-0"TYP. ( PT-1 ) WALL GRAPHICS WALL GRAPHICS ALL GRAPHI ( RB-1 2 LEVEL 02 - SDC HALLWAY 1/4" =1'-0" ( PT-1 ) RAPHICS WALL GRAPHICS ( PT-1 ) WALL GRAP ( vw-1 ) Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 6194 REGISTERED ARCHITECT KARA M ANDENSON STATE OF l',ASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 ED 11 X 02 2022 Community Development 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE 1 DESCRIPTION PROGRESS DATE: 04/27/22 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 4 5 6 7 8 9 10 Lin /WALLGwPAICS_I/ DSDC WALL GRAPHICS 2 SDC OPEN OFFICE GRAPHICS 1/4" =1'-0" I 2 1/4" =1'-0" 21'-2" 3'-9" 10'-0" 3'-10' WALL GRAPHICS TAP. L PT-1 QLEVEL 02 LOBBY 1/4" =1-0" I WELLNESS ELEVATION O FITNESS ROOM INTERIOR ELEVATIONS NOTES BY NUMBER O REPEAT AND ROTATE PATTERN QUARTER TURN RECEIVED MAY 02 2022 'Community Development - 4th Floor WA 98168 sabey.com Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 0. REGISTERED kRG HiTECT KARA M. ANDERSON STATE pF NtASHINGTOPi SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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. z FULL HEIGHT STORAGE AXED SHELF FOR UPPER STORAGE BACK PANEL BAR FOR COATS PLASTIC LAMINATE CLAD DOOR MOUNTING RAIL WOOD BLOCKING 1 /2" = V-0" I 25" UNO SEE INTERIOR BACKSPLASH - SEE ELEV FOR MATERIAL SIDESPLASH BEYOND, TYPICAL SINK w w BASE AT SINK 0 1 1/2" =1'-0" WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) INSULATE PIPES ENSURE KNEE CLEARANCE COMPLIES WITH ACCESSIBILITY REQUIREMENTS AT SINK, ATTACH P.LAM CABINET BASE TO DOOR & ENSURE SWING CLEARS FLOORING FINISHED FLOORING 25" UNO BACKSPLASH - SEE ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL ERIOR ELEVATIONS k X OKITCHEN TRASH BR 1 1/2" = V-0" EE INTERIOR ELEVATIONS FULL EXTENSION GLIDES WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) PLASTIC LAMINATE CLAD PULL-OUT TRASH DRAWER WITH SOFT CLOSE MECHANISM PLASTIC LAMINATE BASE SCRIBED TO FLOOR FINISHED FLOOR 25" BOX DRAWER L; BOX DRAWER BOX DRAWER I BOX DRAWER BACKSPLASH - SEE ELEVATION FOR MATERIAL - SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) PLASTIC LAMINATE CLAD DRAWERS PLASTIC LAMINATE BASE SCRIBED TO FLOOR ASE FOUR DRAWERS FINISHED FLOOR 25" UNO z O w TYP BACKSPLASH - SEE ELEVATION FOR MATERIAL -- BACKSPLASH - SEE ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) 314" ADJUSTABLE SHELF ON SHELF CLIPS, TYPICAL PLASTIC LAMINATE CLAD DOOR/ DRAWERS PLASTIC LAMINATE BASE SCRIBED TO FLOOR FINISHED FLOOR BASE DOUBLE DOORS 1/2" =1'-0" HARDWARE NOTE: ALL KITCHEN CABINET HARDWARE TO BE: HAFELE, STUDIO COLLECTION, COLOR: BLACK MATT, ITEM NO. 110.34.306 E INTERIOR ELEVATIONS BASE THREE DRAWERS 1 1/2" =1'-0" SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) PLASTIC LAMINATE CLAD DRAWERS PLASTIC LAMINATE BASE SCRIBED TO FLOOR FINISHED FLOOR MAY 02 2022 Community Development Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com REGIST+R_U ARC HITECT KARA ANDERSON SW.TE OF Yfn S;y IIJGTCN SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTER GATE. WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions r MARK DATE I DESCRIPTION PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT ND: 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. 4 6 7 8 9 10 B\99 20-24_Saboy_off F E 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 O FINISH END PANEL 1 1/2" =1'-0" FACE OF CABINET ®INSID 11/2"=1"-0" CABINET DOOR 3/4" WIDE MIN WATERPROOF MDF 0 1 1 /2" =1'-0" SOLID SURFACE EDGE ON 2 LAYERS OF 3/4" SUBSTRATE 1/16" EASED EDGE PLASTIC LAMINATE FINISH AT KNEE SPACE CONDITIONS SCHEDULED BASE 0'-21/2" DRAWER/ DOOR PULL FACE OF CABINET PLASTIC LAMINATE CLAD CORNER FILLER CABINET END PANEL E CORNER FACE OF CABINET TOE KICK VARIES FACE OF CABINET NOTE: REFER TO FINISH PLANS FOR COUNTERTOP MATERIAL �SOLID SURFACE 1 1/2" =1-0" PLASTIC LAMINATE EDGE ON 2 LAYERS OF 3/4" SUBSTRATE PLASTIC LAMINATE FINISH AT KNEE SPACE CONDITIONS VARIES » FACE OF CABINET NOTE: REFER TO FINISH PLANS FOR COUNTERTOP MATERIAL PLASTIC LAMINATE n I ) BOX HEADER RETURN TO STRUCTURE (PT-1) WV-1 WRAPS OPENING AT SIDES --- SS-1 CASEWORK LINE OF ENCLOSING CASEWORK WALL BEYOND WV-1 WRAPS OPENING AT SIDES WV-1 CLAD CASEWORK WOOD BASE BREAKOUT CASEWORK SECTION 1 1/2" =1'-0" L' / 11/2" =1-0" BOX HEADER RETURN TO STRUCTURE (PT-1) WV-1 WRAPS OPENING SIDES WV-1 OR WC AT BACK PANEL ADJUSTABLE SHELVES WV-1 OR WC-1 AT BACK PANEL SS-1 CASEWORK LINE OF ENCLOSING CASEWORK WALL BE OND WV-1 WRAPS OPENING AT SIDES WV-1 CLAD CASEWORK WOOD BASE BREAKOUT CASEWORK SECTION - 2 1 1/2" =1'-0" FULL HEIGHT CABINETRY SEE A50-01 FOR DETAIL WV-1 WRAPS OPENING AT SIDES WV-1 OR WC AT BACK PANEL BOX HEADER RET STRUCTURE (PT-1) CASEWORK LINE OF ENCLOSING - CASEWORK WALL BEYOND -� - WV-1 WRAPS OPENING AT SIDES WV-1 CLAD CASEWORK WOOD BASE SS-1 STORAGE AND SHELF SECTION 1 1/2" =1'-0" EWIED HAY 02 2022 Community Development TO Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com REGISTERED ARCHiT_C I R'i1�OL. Lk� KARA M. AND'RSON STATE Or tV,S,INGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE. W EST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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 ALL WIRES TWISTED 3 TI AT EACH ATTACHMENT POINT 1111111 ACOUSTICAL CEILING (SCHEMATIC) STRUCTURE (2)12 GAGE WIRES AT 4'-0" OC MAX ALONG PARTITION S k 4" 11I11jJ11JJ1I1I 1111 rr FOAM TAPE TO PLUG GAPS AT SUSPENSION rOP WRACK, 20 GAGE MINIMUM, PAINT FLAT BLACK II 1111 (SCHEMATIC) STRUCTURE PARTITION ATTACHMENT CLIP AT 4'-0" OC, MAXIMUM 111111111111111111 CASING BEAD II 111111 911111111111111111u111111 OPTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES O PARTITION ORIENTED PARALLEL TO CEILING TEES PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM 1 (WITH TEGULAR-EDGED TILES) o o oz � METAL STUDS (PER ICC ES REPORT ESR-3064P), MAXIMUM HEIGHT 20'-0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENERS: AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): PROVIDE (2) NO 8 X 1" WOOD SCREWS AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT CIP CONCRETE AND POST -TENSIONED CONCRETE FLOOR: PROVIDE HILTI X-U 0.157" DIAMETER POWDER -ACTUATED FASTENERS, EMBED 314" 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 EQ EQ TILE WITH LIGHT AND SPRINKLER HEAD 5 3" =1' 0" ATTACHMENT OF SPLAY WIRES TO STRUCTURE: AT STEEL STRUCTURE: BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: EMBED THRICE -LOOPED WIRE EMBEDDED INTO CONCRETE (10" MINIMUM EMBEDDED LENGTH). OR CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH POWDER -ACTUATED FASTENERS. AT PRECAST OR POST -TENSIONED CONCRETE: CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH (2) 5/16 TAPCON SCREWS EMBEDDED 2" PER ESR-2202. AT OPEN WEB JOISTS OR TRUSSES: WIRE LOOPED AROUND BOTTOM CHORD AT WOOD JOISTS (2" NOMINAL MINIMUM WIDTH): 1/4" DIAMETER X 3" LONG CLOSED -EYE SCREWS WITH 1" MINIMUM PENETRATION. OR (3) STAPLES MINIMUM ONTO LOOPED WIRE INTO SIDE OF JOIST. NOTE UON ALL POWDER -ACTUATED FASTENERS HILTI PER ES REPORT ESR-2269. SPRINKLER HEAD, SPEAKER, SENSOR, ETC.(WHEN OCCURS) --- LIGHT FIXTURE FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE. TYPICAL THROUGHOUT THIS DETAIL GENERAL NOTES: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK TO ALLOW 3/4" DEFLECTION. MAINTAIN DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 3/4" SHORT TO ALLOW 3/4' DEFLECTIOT AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 314" CLEAR SPACE TO ALLOW 314" DEFLECTION. DO NOT SCREW FINISH MATERIALS INTO TOP TRACK - FASTEN INTO STUDS ONLY APPLY OR PATCH FIREPROOFING (WHERE FIREPROOFING IS REQUIRED) AFTER INSTALLATIOI OF TRACK OR STRAPS AT PARTITIONS WITH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD 2" SHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT JOINT NEEDED TO ACHIEVE 3/4" DEFLECTION ACOUSTICAL SEALANT AND BOND BREAKER TAPE CASING BEAD, TYP ACOUSTICAL SEISMIC DESIGN CATEGORY A AND B: STEEL -ONLY DECK: NO 8 SCREWS AT 16" OC OR STEEL AND CONCRETE DECK: HILTI X-U 0.157" DIAMETER POWDER -ACTUATED FASTENERS AT 24" OC, EMBED 314" PER ESR-2269 SEISMIC DESIGN CATEGORY C, D, E, AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12" OC OR STEEL AND CONCRETE DECK: HILTI X-U 0.157" DIAMETER POWDER -ACTUATED FASTENERS AT 18" OC, EMBED 3/4" PER ESR-2269 NON -ACOUSTICAL i PARTITION, TYP PARTITION, TYP OPARTITION PERPENDICULAR TO FLUTES OPARTITION OFFSET AND PARALLEL TO FLUTES CASING BEAD WHERE EXPOSED TO VIEW, TYPICAL 4" WIDE PLATE (20 GAGE MINIMUM) AT 48" MAXIMUM DC, WHERE NECESSARY FOR PARTITION ATTACHMENT FASTEN TRACK TO PLATE WITH (3) NO 8 SCREWS AT 48" MAXIMUM OC FASTEN PLATE TO STEEL -ONLY DECK WITH (2) NO 8 SCREWS EACH END OF PLATE OR TO STEEL AND CONCRETE DECK WITH (2) HILTI X-U 0.157" DIAMETER POWDER -ACTUATED FASTENERS, EMBED 3/4", MIN 4" SPACING PER ESR-2269 OPARTITION BETWEEN PARALLEL FLUTES INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE 3" =1-0" IF FIREPROOFING IS REQUIRED FOR FLOOR ASSEMBLY RATING, PLACE ANCHORS FIRST OR REMOVE & PATCH FIREPROOFING AS REQUIRED MIN 250 LB ALLOWABLE LOAD IL. EL - REFERENCES ASTM E5805.2.7&5.2.8.3 STRUCTURAL CONCRETE SLAB MIN 3/8" X 2.25" EXPANSION BOLT 1112"X11/2"12 GA. CEILING CLIP BRACING WIRE: 12 GA. SPLAYED BRACE WIRE - TIE TO STRAP W/ 3 TIGHT TURNS WITHIN 3" WIRE HANGER AT CONCRETE SLAB =1-0" 414IN411'Nktlir 1000, .4010 en 2° MAX FROM MAIN RUNNER TO STRUT REFERENCE ASTM E 580 5.2.8 MIN 90 LB ALLOWABLE LOAD 0.157" DIA POWER ACTUATED FASTENER 12 GA. x 3/4"W STL CEILING CLIP 12 GA. HANGER WIRE - TIE TO CLIP WI 3 TIGHT TURNS WITHIN 3" WIRE HANGER WIRE BRACES SPLAY WIRES AT 45 DEG TO CEILING PLANE ON ALL 4 SIDES PROVIDE 6° MIN CLEAR BETWEEN WIRES & UNBRACED DUCTS, PIPES, CONDUITS, ETC COMPRESSION STRUT HEAVY DUTY MAIN RUNNER PER ASCE 7#SEC. 13.5.6.2.2 CROSS RUNNER LATERAL FORCE BRACING - DIRECT 1 3" =1-0„ 4. STRUT CONNECTION TO TIMBER FT l 1' MIN. 3. STRUT CONNECTION TO STRUCTURAL STEEL 2. STRUT CONNECTION TO CONCRETE OVER METAL DECK #10 SMS EACH SIDE AT REFERENCE ASTM E 580 5.2.7 1. STRUT CONNECTION TO CONCRETE SLAB COMPRESSION STRUT AT RUNNER 7 3„ =1'-0„ 1/4" DIA. LAG SCREW 2x4 BLOCKING #10 SMS EACH SIDE AT LAP FIREPROOFING IF REQUIRED (2) 0.145° DIA. POWER ACTUATED FASTENER MIN LOADS EA IN 318" THICK STEEL. TENSILE STRENGTH Fu=58ksi: TENSION 250, SHEAR 250 CUT FLANGES AND BEND #10 SMS EACH SIDE AT LAP (2) 3/8" EXPANSION ANCHOR 2-1/4" LONG FOR NOMINAL 2" EMBEDMENT . LOADS (EA) IN NORMAL WEIGHT CONCRETE fo 3000 psi: TENSION 961LB, SHEAR 1020LB MIN 20 GA STEEL DECK L 1-1/2 X 1-112 X 12 GA OR 162T125-16 (2) #10 S.M.S 3/8" EXPANSION ANCHOR 2-1/4" LONG. MIN LOADS: TENSION 604LB SHEAR 747LB CUT FLANGES AND BEND COMPRESSION STRUT BY 400S137-33 (20 GA) STUD TO 8FT OPTIONAL COMPRESSION STRUT 1 1/4" EMT (MIN. 0.061" THICK), GALVANIZED WITH 1-112" EMT SLEEVE. DETAIL PER 2013 CALIFORNIA BUILDING CODE STANDARD DETAIL CL3.20 WIRE HANGERS TIE TO RUNNERS WITH (3)TIGHT TURNS WITHIN 3", MIN. WIRE HANGERS TIE TO RUNNERS WITH (3)TIGHT TURNS WITHIN 3", MIN. COPE FLANGE OR FATTEN TO ALLOW INSTALLATION OF ACOUSTICAL TILE (2) 1/4" DIA. MACHINE BOLT, TYP. CEILING TILE RECEIVED MAY 02 2022 Community Development Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 'Ng, P,L;IST_HED 1 ARCHITECT P. M. AGpSOiR state 9. .,stincron SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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 5 6 7 9 10 F E D C B A APC 1 1 I 1 SEE FOP 1oI 1 11 ( 1 GYP BD-1 SEE RCP CONTINUOUS PERIMETER MOLDING FOR SEISMIC ZONE CATEGORIES D, E, F; DETAIL ILLUSTRATES PROPRIETARY ATTACHMENT INSTALL ATTACHED OR UNATTACHED PARALLEL TO MAIN WALL SIDES OF SIMILAR ATTACHMENT 20 GA STUD BRACE TO STRUCTURE EVERY 4'-0" O.C. ATTACH TO STRUCTURE ABOVE PER A2/— STUD GYPSUM WALLBOARD 2" X 2' LIGHT GAGE FRAMING ANGLE SUSPENDED CEILING TRANSITION 1'-0" ALIGN -- DRYWALL SOFFIT ACOUSITICAL CEILING 'iuuuuuuuuuuuuC_ EE 0 z Ui 0 rr 111 0D ACT TO GYP SOFFIT 2 3„ =1,-0„ 4" Wv 0' - 1112" T fi A DRYWALL SOFFIT ACT CEILING CEILING EDGE MOLDING SCREW ATTACH TO ONE SIDE ONLY WIRE HANGER CEILING METAL SUSPENSION SYSTEM CEILING EDGE MOLDING REFERENCE ASTM E 580 5.3.3 MAIN RUNNER 12 GA. PRIMARY HANGER WIRE @4'-0" O.C. IN BOTH DIRECTIONS LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL, WHERE OCCURS 12 GA. SUPPLEMENTAL HANGER WIRE AT LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL AT CORNERS UNSUPPORTED BY MAIN RUNNER 12 GA. SLACK WIRE AT OPPOSITE CORNERS OF LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL. FROM CLAMPING DEVICE TO STRUCTURE CROSS RUNNER • MAIN RUNNER HANGER WIRE O SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LB/FT j li 1 I C ( 1'- 11 63164" n 4' I) ( I I LI 0 H 1 ( H F i I I •N REFERENCE MAIN RUNNER ROSS RUNNER GA. PRIMARY HANGER WIRE AT 0" O.C. IN BOTH DIRECTIONS GHT FIXTURE, HVAC DEVICE, CCESS PANEL, WHERE CCURS 2 GA, SUPPLEMENTAL HANGER WIRE AT LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL AT CORNERS UNSUPPORTED BY MAIN ANGER 2 GA. SLACK WIRE AT OPPOSITE CORNERS OF LIGHT FIXTURE, VAC DEVICE, ACCESS PANEL ROM CLAMPING DEVICE TO STRUCTURE IAIN RUNNER HANGER WIRE UPPLEMENTAL HANGER WIRE C SAFETY WIRE (SLACK) ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LBIFT SUPP HANGER @ 2X2 ONE SIDE/MAIN RUNNER Q SUPP HANGER @ 2X4 / TO MAIN RUNNER 1' 3/4" =-0" 3/4" =1'-0" REFERENCE REFERENCE ASTM E 580 5.2.9 ASTM E 580 5.2.8.5 ®ACT TO GYP CEILING © SEISMIC JOINT DIRECT HUNG 1' 3" =-0" II N ( is CI ( fI LI A 1: C D I I( I� ( ( G • OS C S REFERENCE ASTM E 580 5.3.3 AIN RUNNER ROSS RUNNER GA. PRIMARY HANGER WIRE 4'-0" O.C. IN BOTH DIRECTIONS GHT FIXTURE, HVAC DEVICE, CCESS PANEL WHERE OCCURS 2 GA. SLACK WIRE AT OPPOSITE ORNERS OF LIGHT FIXTURE, HVAC EVICE, ACCESS PANEL FROM LAMPING DEVICE TO STRUCTURE MAIN RUNNER HANGER WIRE UPPLEMENTAL HANGER WIRE AFETY WIRE (SLACK) ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LBIFT SUPP HANGER 2X4 PERP TO MAIN RUNNER 3/4" =1'-0" EDGE TO WIRE HANGER - 8" MAX i i- HANGER WIRE- SUPPORT EACH MAIN OR CROSS RUNNER INDEPENDENTLY MAIN OR CROSS RUNNER VARIES - SEE RCP ADJACENT CEILING OR SOFFIT CONDITION • • EXTRUDED ALUMINUM CLOUD PERIMETER TRIM REFERENCES ASTM E 580 5.2.6 3CEILING WITH FREE END 3" =1'-0" MAIN OR GROSS RUNNER ACOUSTICAL PANEL SEE NOTE NO. 1 BELO 0' 0191/256" tmemitim i Iu•IuIIIIuuIC: 0211/256" C ant 1, OR WITHIN 1/4 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT REQ WHEN LENGTH OF END RUNNER IS 8" OF LESS REFERENCE ASTM E 580 5.2. MAY BE ALLOWED AS PART OF AN ENGINEERED SYSTEM PROVIDE ICC-ES REPORT 1308 ACOUSTIC -1"MIN. PANEL E SPRINKLER HEAD 3„ =1,-0„ PROPRIETARY SEISMIC CLIP SYSTEM ATTACH THROUGH SLOT WIRE HANGER MAIN OR CROSS RUNNER ACOUSTICAL PANEL CEILING EDGE MOLDING FACE OF FINISH PERIMETER UNATTACHED - PROPRIETARY 1O 3" =1'-0" OVERSIZE RING, SLEEVE OR ADAPTER TO ALLOW A MINIMUM OF 1" OF FREE MOVEMENT ALL AROUND SPRINKLER HEAD STABILIZATION SHALL OCCUR WITHIN 24" MAX OF EACH WALL 0' - 8" MAX. SEE NOTE ND. 1 BELOW - 0 3/4" MIN. 1111111111111KK 2" MIN WIRE HANGER SEISMIC STABILIZER BAR OR MECHANICALLY CONNECTED CROSS RUNNER MAIN OR CROSS RUNNER -- ACOUSTICAL PANEL u�1 Ju1111'� 1. OR W/ IN 1/4 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT REQ WHEN LENGTH OF END RUNNER IS 8" OF LESS REFERENCES ASTM E 580 5.2.5 FIGURE 6 & 5.2.6 ti PERIMETER UNATTACHED CEILING EDGE MOLDING FACE OF FINISH 4' 0" MAIN RUNNER CROSS RUNNER 12 GA. PRIMARY HANGER WIRE AT 4'-0" O.C. IN BOTH DIRECTIONS — LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL, WHERE OCCURS 12 GA. SUPPLEMENTAL HANGER WIRE LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL AT ALL CORNERS UNSUPPORTED BY MAIN HANGER 12 GA. SLACK WIRE AT OPPOSITE CORNERS OF LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL FROM CLAMPING DEVICE TO STRUCTURE • MAIN RUNNER HANGER WIRE 0 SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) REFERENCE FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LB/FT ASTM E 580 5.3.3 Q SUPP HANGER ODD SIZE ANY LOCATION " 3/4" =1-0" REC JV IED MAY 02 2022 Community Development Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com REGISTERED ARCHITtCT (X.12t- KARA iv;. A.NDERS& SrArE: OF MS.(4C,TON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE. W EST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 02/06/20 Tenant Revisions _1_ MARK- DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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 - DIRECT HUNG 6 7 8 9 10 G *ch eawew e GLASS STOREFRONT PANELS BY OTHERS POLYCARBONATE TRIM, GLASS TO GLASS JUNCTION AMA TYPICAL BUTT JOINT AT INTERIOR GLASS PARTITION 3" =1'-0„ ALUMINUM FRAMED GLASS STOREFRONT BY OTHERS ANODIZED BLACK FINISH SCHEDULED FLOOR FINISH ODp TYPICAL SILL @ INTERIOR GLASS PARTITION 1 D 3„ =1'-0" 0 w 0 0 V- ALUMINUM FRAMED GLASS STOREFRONT RB-1 BEYOND BY OTHERS 0'-63116"MAX PARTITION PER PLAN RB-1 BEYOND ) OFFICE INTERIOR TYPICAL JAMB INTERIOR GLASS PARTITION 3" = 1-0" PARTITION AS SCHEDULED BRACE TO STRUCTURE ON NON -EXPOSED SIDE AS REQUIRED PARTITION PER PLAN CEILING PER PLAN COORDINATE HEIGHT WITH GLASS SUPPLIER CORNER BEADING INUM FRAMED GLASS STOREFRONT BY OTHERS ©TYPICAL HEAD @ INTERIOR GLASS PARTITION 3" =1'-0" 5/8" GYP BD, 1 LAYER EA SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS - Al_ N A2_ N A3_ N A4_ 6"' A5_ V AN_ a�i A7_ aoi A8_ 1-HR RATED WITH GYP BD TO STRUCTURE ABOVE t 46 e 40 • • t 47 t 40 A60 47 t 40 • a 48 NON -RATED WITH GYP BD TO STRUCTURE ABOVE 39 . 46 • 40 0 47 0 40 42111 47 R71 40..42710 48 NON -RATED WITH GYP BD TO 6" ABOVE CEILING NON -RATED WITH STUDS & GYP BD TO FINISHED CEILING /�� 0 A83 PARTIAL HEIGHT PARTITION. SEE FLOOR PLANS FOR HEIGHTS, co 0 0 0 STUD SIZE 21/2" 21/2" 3 518" 3 5/8" 4" 4" 6" 6" BASIC PARTITION THICKNESS 3 3/4" 3 3/4" 4 718" 4 7/8" 51/4" 5 114" 7 1/4" 7 1/4" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES U494 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 5/8" GYP BD-2 LAYERS BD. EACH SIDE WITH OVERLAPPING JOINTS. SEAL OUTER LAYERS WITH ACOUSTICAL CAULK. STEEL STUDS STAGGERED SOUND ATTENUATION BLANKET WHERE SCHEDULED 6" STEEL STUD TRACK NOTE: USE PUTTY PADS ON ALL BOXES AND OUTLETS IN WALL SYSTEM Bl_ B22_��,, N B3_ N B4- N B5_ 15,- B6_ B7_ v~i B8- rn 1-HR RATED WITH GYP TO STRUCTURE ABOVEBD 0 51 dam/ , 42 C) 53 CO 42 0 53 �illr 44:CD 54 NON -RATED WITH GYP BD TO STRUCTURE ABOVE 41 51: 42 53 42 : 53 671 ..,.. 44,; 54 NON -RATED WITH GYP BD TO 6" ABOVE CEILING 0 67242) NON -RATED WITH STUDS & GYP BD TO FINISHED CEILING CD CD ` PARTIAL HEIGHT PARTITION. SEE FLOOR420 PLANS FOR HEIGHTS. B34 B44 B6d STUD SIZE 21t2° 21/2" 3 518" 3 5/8" 4" 4" 6" 6" BASIC PARTITION THICKNESS 43/8" 43/8" 51/2" 5 1/2" 57/8" 57/8" 81/2" 81/2" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES U494 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 5/8" GYP BD, 2 LAYERS WITH OVERLAPPING JOINTS. SEAL OUTER LAYERS WITH ACOUSTICAL CAULK. EXISTING STEEL STUD NEW SOUND ATTENUATION BLANKET IN EXISTING FRAMING REMOVE EXISTING GYP. BD. FROM EXISTING WALL NEW STEEL STUD FRAMING 1" FROM EXISTING WALL �— SOUND ATTENUATION BLANKET IN NEW FRAMING NOTE: USE PUTTY PADS ON ALL BOXES AND OUTLETS IN WALL SYSTEM Cl_ C2_ CS C4 C5_ I- C6_ - C7 CB �~i: 2-HR RATED WITH GYP BD TO STRUCTURE ABOVE t5 49 r 5 t 48 -C40 57 t 48 . t 37 C70 50 'C80 8 5. NON -RATED WITH GYP BD TO STRUCTURE ABOVE 49 .. 554SII, ... 48 42111 57 `. 48 Cal 57 50 C81 _. 58- STUD SIZE 21/2" 2 112" 3 5/8" 3 5/8" 4" 4" 6" 6" BASIC PARTITION THICKNESS 5" 5" 61/8" 6 1/8" 61/2" 6 1/2" 8 1/2" 81/2" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) UL DES U411 UL DES U411 UL DES U411 UL DES U411 UL DES U411 UL DES U411 UL DES U411 UL DES U411 5/8" GYP BD, 1 LAYER ON SYMBOL SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS METAL FLAT STRAP LATERAL BRACING AS REQUIRED Dl_o D2_ D3_ D4_ w D5_ D6_ m D7_ o„i D8_ „, D9_ NON -RATED WITH GYP BD TO STRUCTURE ABOVE 0 27 ® 29 ® 27 0 • 30 s 27:: 30 D71 27 D81 31: 26:. NON -RATED WITH GYP BD TO 6" ABOVE CEILING ® ® CD--e ® 0 o• NON -RATED WITH STUDS & GYP BD TO FINISHED CEILING 6 ® e ®• 0 0 ®: e• STUD SIZE 2 1/2" 2 1/2" 3 5/8" 3 5/8" 4" 4" 6" 6" 1 1/2" BASIC PARTITION THICKNESS 31/8" 31/8" 4 1/4" 4 1/4" 45/8" 45/8" 65/8" 65/8" 2 1/8" ACOUSTICAL INSULATION - YES - YES - YES - YES YES PARTITION TYPES GENERAL NOTES 1. REFER TO FLOOR PLAN SERIES All FOR LOCATION OF PARTITION TYPES. ALL PARTITIONS ARE TYPE "A61" UNLESS NOTED OTHERWISE. NOT ALL PARTITION TYPES SHOWN ARE USED. PARTITION TYPE TAG (AS SHOWN ON PLANS IN All SERIES) 2. REFER TO Al3 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 3/4" 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 4/A61-50 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 6/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". rREC N D MA'MAI 02 2022 Community Development Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com e-a REGISTERED ARCHITECT OGVOL KARA M. ANDERSON sTE,E of WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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. 6 7 8 9 10 TYPICAL WALL CONSTRUCTION SUSPENDED CEILING PER T.I. PROVIDE NEW GYP. BOARD HEAD AT TOP OF WINDOW DEMO SIGHT OBSCURING FILM ON INSIDE FACE OF EXTERIOR GLAZING REMOVE EXISTING FRAMING AND DRYWALL AT WINDOWS PROVIDE NEW GYP. BOARD SILL AT BOTTOM OF WINDOW TYPICAL WALL CONSTRUCTION ®WINDSILL AND HEAD OW 3/4" =1'-0" • SOFFIT IN RESTROOMS FOLDED 20 GUAGE STEEL, PAINT TO MATCH MULLION 5/8" GYP BD, 1 LAYER EA SIDE Jr WHERE SCHEDULED SOUND ATTENUATION BLANKETI [FIl BASIC PARTITION THICKNESS ONEW WALL / WINDOW MILLION 3" =1-0" DEMOLISH RECESSED STRIP FLUORESCENT LIGHT W/ "EGG CRATE" DIFFUSER -f-TT-I-T-f-f-Ti-I-T"T J_L J—L1__J— 1„ o 1'_0„ EXISTING FRAMING TO BE REMOVED EXISTING CEILING TO REMAIN EXISTING FRAMING TO REMAIN, CUT AT THE NEW CEILING LEVEL EXISTING FRAMING AND FINISH TO BE REMOVED EXISTING WINDOW SYSTEM 1/2" X (WIDTH OF MULLION) BLACK FOAM TAPE COMPRESSED TO MULLION BY STUD NOTE DO NOT SCREW INTO MULLION OR, SILL METAL CORNER BEAD, JOINT COMPOUND BREAK METAL PAINTED TO MATCH MULLION 718" NEW SEEM 2 LED PERIMETER LIGHT FIXTURE - 2.5" REGRESS (FL2) i --I NEW FRAMING NEW CEILING PER PLAN TO MATCH EXISTING EXISTING CEILING PER PLAN 2 5/8" 1'-2 1/2" EXISTING WALL PER PLAN RECEIVED MAY 02 2022 Community Development Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6' REGISTERED T ARCHITECT erKiKit- A U. ANDERSON STPTE OF V.'nSHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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 4 5 6 7 9 10 LINE OF STRUCTURE MINERAL FIBER PACKING DO NOT ATTACH GYP BD TO ACOUSTICAL DEFLECTION TRACK SEALANT, BOTH SIDES 2 LAYERS - 5/8" GYP BD NON-STRUCTURAL METAL FRAMING 21/2" SOUND ATTENUATION BLANKET 1 LAYER - 5/8" GYP BD 0 1 1/2" =1'-0" I ACOUSTICAL PARTITION (TYPE U SIM) HEAD DETAIL - DEFLECTION TRACK WITH 3" LONG OUTER LEGS 2 LAYERS 5/8" GYP BD — NON-STRUCTURAL METAL FRAMING 3" SOUND ATTENUATION BLANKET NO BRACING PERMITTED WITHIN 1" AIR SPCE ACOUSTICAL PARTITION @ HEAD (STC 64) PACK WITH MINERAL FIBER ACOUSTICAL SEALANT AND BACKER ROD rr, Q ACOUSTICAL PARTITION SECTION 1 1/2" =1'-0" I PIPE PENETRATION THRU NON RATED CONCRETE/CMU NUMBER OF LAYERS OF 5/8" GYP BD PER PARTITION TYPE FLOOR CI) 1 1/2" =1'-0" I BOTTOM OF METAL STUD WALL NON-STRUCTURAL METAL FRAMING SOUND ATTENUATION BLANKET (THICKNESS, STC PER PARTITION TYPE) NUMBER OF LAYERS OF 5/8" GYP BD PER PARTITION TYPE (GYPSUM SHAFT LINER BOARD PER PARTITION TYPE AT SIM) ACOUSTICAL SEALANT, BOTH SIDES (FIRE-RESISTANT RATED SEALANT BOTH SIDES AT SIM) ACOUSTICAL PARTITION @ FLOOR 0 1 1/2" =1'-0" I @ BRACING WHEN PARTITION EXCEEDS MAXIMUM HEIGHT ALLOWED BY STUD MFR AXIMUM UNBRACED HEIGHT AS LOWED BY STUD MANUFACTURER MINERAL FIBER PACKING HEAD DEFLECTION ASSEMBLY FLOOR PARTITION SECTION NON-STRUCTURAL METAL FRAMING SECURED TO STRUCTURE ABOVE CONTINUOUS HORIZONTAL NON- STRUCTURAL METAL FRAMING REQUIRED WHEN GYP BD DOES NOT EXTEND TO STRUCTURE. SIZE AND NUMBER DEPENDS ON PARTITION HEIGHT 5/8" GYP BD EXTENDS TO 6" MIN ABOVE FINISHED CEILING SCHEDULED CEILING SCHEDULED PARTITION ACOUSTICAL SEALANT, BOTH SIDES BRACING ANCHORED TO STRUCTURE a1 1/2" =1'-0" I WHERE GYPSUM BOARD STOPS AT THE CEILING LINE OF STRUCTURE METAL STUD, NON-STRUCTURAL 2X-FIRE RATED WOOD OR METAL BLOCKING. SECURE TO TOP TRACK OF PARTITION 3" THICK SOUND ATTENUATION BLANKETS TO4'-0" EA SIDE OF PARTITION SCHEDULED CEILING J-MO 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 ACOUSTICAL PARTITION @ CEILING TOP FINISH MATERIAL PER INTERIOR ELEVATION Abikk EL VARIES RE: PLANS 0 1 1/2" =1'-0" I HEAD DTL PARTIAL HEIGHT WALL PARTITION SECTION 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 1 LAYER 5/8" GYP BD (EA SIDE) 2" X 2" X 1/4" STEEL TUBE @ 4'-0" ON CENTER NON-STRUCTURAL METAL FRAMING INFILL BETWEEN STEEL TUBES PER DELEGATED DESIGN NON-STRUCTURAL METAL FRAMING 1/2" STEEL PLAN EXPANSION BOLTED TO FLOOR STRUCTURE SEALANT (EA SIDE) FLOOR Ci) 1 1/2" =1'-0" I PARTITION INTERSECTIONS AND GYP CONTROL JOINTS JOINT REINFORCEMENT PARTITION INTERSECTION NON-STRUCTURAL METAL FRAMING GYP BOARD ACOUSTICAL SEALANT SOUND ATTENUATION BATTS ACOUSTICAL SEALANT NON-STRUCTURAL METAL FRAMING MINERAL FIBER PACKING (3# - 6# DENSITY) METAL CONTROL JOINT NON-STRUCTURAL METAL FRAMING \ACOUSTICAL SEALANT SOUND ATTENUATION BATTS PARTITION -WALL INTERSECTION 5/8" GYPSUM BOARD METAL CONTROL JOINT SOUND ATTENUATION BATTS CONTROL JOINT ACOUSTICAL PARTITION PLAN DETAILS SEAL VOIDS FROM OUTSIDE AND COVER BOX WITH 1/8" ACOUSTICAL PUDDY PAD — CUT GYP BD TO ALLOW 1/4" 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. © 1 1/2" =1-0" I BACK BOX INSTALLATION DETAIL @ NON -FIRE RATED PARTITION ACOUSTICAL PARTITION PLAN DETAIL LINE OF STRUCTURE 5/8" GYP BD ON BOTH SIDES EXTENDS TO 6" ABOVE FINISHED CEILING NON-STRUCTURAL METAL FRAMING CD1 1/2" =1'-0" I NON -RATED W/ GYP BD TO 6" ABOVE CEILING MINERAL FIBER PACKING DEFLECTION TRACK WITH 1" EXPANSION AT STRUCTURE SOUND ATTENUATION BLANKETS AT SIM WHERE LOCATED ON REFLECTED CEILING PLAN - SCHEDULED CEILING SOUND ATTENUATION BLANKETS (THICKNESS PER PARTITION TYPE) EXTEND FROM FLOOR TO STRUCTURE ABOVE ACOUSTICAL PARTITION @ CEILING RECEIVED MAY 02 2022 Community Development Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com CISTCRED ARC HffLC T A M. ANDERSON Si7SE Or WASHINGrCil SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 04/27/22 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. 6 7 8 9 10 DOOR SCHEDULE SABEY_DOOR MTL SABEY_DOOR FIN SABEY_DOOR GLZ SABEY_FRAME MTL HD WE SABEY_FRAME FIN DOOR SCHEDULE MARK DOOR REMARKS DOOR NO ROOM NAME SIZE TYPE W HT THK JAMB HEAD 202 CORRIDOR 3' - 0" 7' - 0" 0' -13/4" SL WD PT-1 GLASS HM 01/A62-01 02/A62-01 06 PT-1 2' SIDELIGHT, PROVIDE KEY CARD ACCESS 203 MARKETING 6' - 7" 7' - 0" 0' - 2" FG GL-1 PT-1 GLASS MFG ELK ALLSTEEL, BEYOND WALL SYSTEM 205 PHONE 3' - 0" 8' - 0" 0' - 01/2" FG GL-1 PT-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 207 OFFICE 3' - 0" 8' - 0" 0' - 01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 207B LIBRARY HUDDLE 3'-0" 8'-0" 0'-01/2" E GL-1 GL-1 GL-1 MFG BLK ALL STEEL, BEYOND WALL SYSTEM 208 OFFICE 3'-0" 8'-0" 0'-01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 209 OFFICE 3'-0" 8'-0" 0'-01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 210 OFFICE 3'-0" 8'-0" 0'-01/2" FG GL-1 GL-1 GL-1 MFG BLK ALL STEEL, BEYOND WALL SYSTEM 211 OFFICE 3'-0" 8'-0" 0'-01/2" FG GL-1 GL-1 GL-1 MFG ELK ALLSTEEL,BEYONDWALLSYSTEM 212 OFFICE 3'-0" 8'-0" 0'-01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 213 OPEN WORKSTATIONS 3'-0" 7'-0" 0'-13/4" SL WD PT-1 GLASS HM 01/A62-01 02/A62-01 01 PT-1 2' SIDELIGHT, PROVIDE KEY CARD ACCESS 214 BROADCAST 3'-0" 8'-0" 0'-01/2" E GL-1 GL-1 GL-1 MFG BLK ALL STEEL, BEYOND WALL SYSTEM 215A WOMEN'S LOCKER 3' - 0" 7' - 0" 0' -13/4" F _ WD PT-1 - HM 01/A62-01 02/A62-01 01 PT-1 PROVIDE KEY CARD ACCESS 215E MEN'S LOCKERS 3' - 0" 7' - 0" 0' -1 3/4" F WD PT-1 - HM 01/A62-01 02/A62-01 01 PT-1 PROVIDE KEY CARD ACCESS 216 S.• ER 3'-0" 7'-0" 0'-13/4" F WD 01/A62-f 02/A62-1 0• PT-1 LO • •RIVACYI.P •TOR aillAillk 218 QUIET •l�g SHOWER 3'-0" p„ 7'-0" c' .4" ��� `"-01 f,••'-01 �Ala OVIDE . :•RDAC, 3'ZI_ji_ 0'-13/4" F WD PT-1 - HM 01/A62-01 02/A62-01 04 PT-1 LOCK, PRIVACY INDICATOR 221 IT 3'-0" 7'-0" 0'-13/4" F WD PT-1 - HM 05 PT-1 - 223 OPEN AREA 3'-0" 8'-0" 0'-13/4" DSL MTL PT-1 GLASS HM 02 PT-1 PROVIDE KEY CARD ACCESS; SIDELIGHT ON BOTH SIDES; FIRE RATED ENCLOSURE REQUIRED. 224 WATER HEATER 2'-6" 7`-0" 0'-2" F MTL PT-1 - HM 07 PT-1 - 225 FITNESS ROOM 3' - 0" 7'- 0" 0'-13/4" SL WD PT-1 GLASS HM 06 PT-1 2' SIDELIGHT, PROVIDE KEY CARD ACCESS 226 OFFICE 3'-0" 8'-0" 0'- 01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM.INCLUDE STOREROOM LOCKSET. 226A OFFICE 3' - 0" 8'- 0" 0' - 01/2" E GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 227 WELLNESS ROOM 3' - 0" 7' - 0" 0' - 01/2" FG GL-1 GL-1 GL-1 MFG 08 BLK - 228 WELLNESS ROOM 3'-0" 8'-0" 0'-01/2" E GL-1 GL-1 GL-1 MFG B BLK ALLSTEEL, BEYOND WALL SYSTEM 229 WELLNESS ROOM 3'-0" 7'-0" 0'-1314" SL WD PT-1 GLASS HM 09 PT-1 I' SIDELIGHT Grand r:Ltal: 26 i 1 .1 1 1 C I I I I 1 1 i 1 1 1 i 1 • • PARTITION -TYPE VARIES BEVEL AT LATCH EDGE HOLLOW METAL FRAME OOR LEAF PARTITION -TYPE VARIES HOLLOW METAL FRAME O1 HOLLOW METAL FRAME - DOOR JAMB 02 HOLLOW METAL FRAME - DOOR HEAD 6" =1'-0" 6" = 1-0" DOOR HARDWARE GROUPS HWOI: STOREROOM 1 FUNCTION LOCKET 1.5 PAIR HINGES I DOOR CLOSER 1 WALL MOUNTED DOOR STOP 1 ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM KICK PLATES HW02 2 PAIR HINGES 1 STOREROOM FUNCTION LOCKSET 1 ELECTRIC STRIKE -CONNECTED TO CARD READER SYSTEM 1 CLOSER HW03: STOREROOM 1 FUNCTION LOCKET 1.5 PAIR HINGES 1 DOOR CLOSER 1 WALL MOUNTED DOOR STOP 1 ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM 1 KICK PLATE 1 OCCUPANCY INDICATOR HWO4 1 LOCKSET 1.5 PAIR HINGES 1DOOR CLOSER 1 KICK PLATE OCCUPANCY INDICATOR HWO5 1.5 PAIR HINGES I CLOSER 1 PROTECTION PLATE 1 FIVE BUTTON PUSH BUTTON LOCK WITH KEY OPVERRIDE HW06 2 PAIR HINGES 1 STOREROOM FUNCTION LOCKSET 1 ELECTRIC STRIKE -CONNECTED TO CARD READER SYSTEM 1 CLOSER 1 KICK PLATE Rwo7 1.5 PAIR HINGES 1 STOREROOM LOCKSET 1 HINGE MOUNTED DOOR STOP HWOS PIVOT HINGES 1 STOREFROOM LOCKSET 1 ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM HWO9 1.5 PAIR HINGES 1 CLOSER 1 STOREROOM FUNCTION LOCKSET 1 PROTECTION PLATE 1 HINGE MOUNTED DOOR STOP DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS TO ALIGN TO 8' DATUM LINE. 2. PRESERVE AND PROTECT ALL DOORS WHERE DEMOLITION OCCURS TO BE REUSED. DOOR TYPES FLUSH F FULL GLASS FG STATIONARY SEE DOOR SCHED. ¶ k T a SLIDING MIN 32" E 1 OPENING FULL GLASS DAG T T ' T DOUBLE SIDELIGHT DSL SIDELIGHT SL DOOR SCHEDULE ABBREVIATIONS GENERAL ABBREVIATIONS: AL ALUMINUM HM HOLLOW METAL MFG REFER TO MANUFACTURER PLAM PLASTIC LAMINATE FACED DOOR PT PAINTED FINISH WD SOLID CORE WOOD T TEMPERED GLASS 2 FRAME CONFIGURATION LEGEND T6� Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com J5194 �\ REGISTERED � hRe I-IITLC I a KARA M. AiNDERSON STATE OF :vASHINCICTI SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 ECE WED MAY 02 2022 Community Development 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE ( DESCRIPTION PROGRESS DATE: 04/27/22 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. 3 4 6 7 8 9 10 WArchitecture% ArehGrap KEY NAME Finish Schedule FINISH ABBREVIATION CATEGORY DESCRIPTION MANUFACTURER SIZE STYLE TYPICAL LOCATION COMMENTS ACOUSTIC CEILING PANEL ACP-1 ACOUSTIC ACOUSTIC CEILING SYSTEM ARMSTRONG 2' X 2' ULTIMA, BEV ED TEGULAR 9/16" SUPRAFINE GRID SEE RCP MATERIAL MEETS CLASS A IN ACCORDANCE CEILING WITH ASTM E84 PANEL ACP-2 ACOUSTIC ACOUSTIC CEILING SYSTEM WITH ECOPHON FOCUS 2' X 6' AKUTEX FT WHITE FROST SEE RCP CEILING CONCEALED GRID Ds PANEL CARPET CPT-1 CARPET GENERAL CARPET INTERFACE 25cm x 1 m BROWNSTONE- SECOND STORY, UPPER EAST GENERAL CARPET C RP C OR C T LEW CO CT "X 36" LAN UCL Y, 4 -002 IDOR CPT-3 CARPET ACCENT CARPET INTERFACE 25cm x 1 m WORLD WOVEN, STYLE: 128200AK00, 05361 CHARCOAL LOOM OPEN OPEN AREA CARPET GL-1 GLAZING INTERIOR GLAZING ALLSTEEL BEYOND COLOR: SOLAR BLACK LEVEL 02 OFFICE FRONTS COORDINATE WALL SYSTEM WITH SUSAN RUDD, COI GL-2 GLAZING GLASS WHITE BOARD CLARUS 4' X 8' WHITE BACKPAINTED GLASS CONF ROOMS PAINT PT-1 PAINT GENERAL PAINT BENJA IN MOORE CLOUD WHITE 967- EGGSHELL GENERAL WALLS PT-2 PAINT ACCENT PAINT BENJAMIN MOORE SLATE TEAL- 2058-20 ACCENT WALLS PLASTIC LAMINATE PL-2 PLASTIC PLASTIC LAMINATE WILSON ART DESIGNER WHITE D354-60 MATTE FINISH GENERAL CABINETS LAMINATE RUBBER BASE RB-1 RUBBER RUBBER BASE JOHNSONITE 4" TOELESS 63 BURNT UMBER GENERAL BASE RUBBER TILE RT-1 RUBBER TILE RUBBER TILE PLITEQ 24" X 24" GENIEMAT FIT30, GREY WELLNESS PROVIDE PRICING FOR GENIEMAT FITO8 (CHARCOAL) AS AN ALTERNATE SOLID SURFACE SS-1 SOLID URFA QUARTZ COUNTERTOP CAESERSTONE 40 1 CLOUDBURST CONCRETE COUNTERTOPS TILE T-2 TILE WALL TILE/ SHOWER WALL TILE ANN SACKS 24" x 48" LAURELHURST, NATURAL LOCKER ROOM/ RES ROOM GROUT: PEI 38 VALANCH T-3 TILE SHOWER FLOOR ANN SACKS MICRO MOSAIC J SALLUTO,COLOR: GRIGIO SHOWER FLOORING GROUT: MAPEI 02 PEWTER T-4 TILE FLOOR AND BASE TILE ANN SACKS 12" X 24" & 24" X 24" (6" X 24" BASE) MONTAVILLA, COLOR: GREY LOCKER ROOM/ RESTROOM GROUT: MAPEI 02 PEWTER T-1 TILE ACCENT WALL TILE ANN SACKS 2" x 8" MASON, FADED DENIM BREAKOUT TBD ..____&../s..._,.-r-6 TILE ,j..__k ACCENT WALL TILE js_k j...._k ANN SACKS — 6" X 6" STANDARD, 3" X 12" FEATURE, 6" X 12" FEAT9RE A-- THE ABSTRA COLLECTION,WASTELAB ABSTRA, COLOR: AR1 LINEN WELLNESS ROOM/ LOCKER ROOM . I TBD I A TOILET PARTITION TP-1 TOILET TOILET PARTITION GLOBAL PARTITIONS ULTIMA PRIVACY TOILET PARTITIONS, COLOR: FORMICA WOMEN'S LOCKER ROOM AND ---1 PARTITION #08844-WR AGED ASH RESTROOMS WALL COVERING [WC-1 WALL COVERING CORK WALL SUSTAINABLE MATERIALS N/A BLUE- CORK STRIPSORGANLOCI—TS PHONE ROOM OFFICES WC-TBD WALL COVERING TBD TBD TBD ITBD BROADCAST ROOM WC-2 WALL COVERING PEEL & STICK WALL WALL LOGIC INC. 6.5" W x 46 L ACOUSTIC COLLECTION, NATURAL HARMONY OAK, #WPAWNHWO BROADCAST ROOM WINDOW SHADES WS-1 WINDOW SHADES INTERIOR SHADES MECHO THERMOVEIL IN 1519 SILVER BIRCH, 3% OPENNESS WINDOWS WS-2 WINDOW SHADES INTERIOR BLACK OUT SHADES MECHO CLASSIC BLACKOUT 0700, COLOR WHITE 0701 WINDOWS SHADES TO BE MOTORIZED. CONFIRM CONTROLS LOCATION WITH TENANT WOOD WD-1 WOOD WOOD FLOORING KENTWOOD FLOORS 9 1/2" x 3/4"x 83" PETRA- BRUSHED OAK BREAKOUT, LIBRARY WOOD VENEER WV-1 WOOD VENEER WOOD VENEER SIERRA N/A {ELEMENTS VENEER, WHITE OAK RIFT, UC3008 BREAKOUT, CORRIDOR, WELLNESS RM FINISH LEGEND 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. 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, UNO. 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 RECEIVED MAY 02 2022 Community Development Architecture 12201 Tukwila Intl Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com REGISTERED ARC HI TEC I etKVA- KARA VT ANDERSON STAT7 OF WASHI,,GTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE DESCRIPTION PROGRESS DATE: 04/27/22 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 6 7 8 9 10 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACP ACOUSTICAL CEILING PANEL ACST ACOUSTICAL AD AREA DRAIN ADDM ADDENDUM ADJ ADJUSTABLE AFF VE AHU AIR HANDLINGFINISHED UNITFLOOR ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE APT APARTMENT ARCH ARCHITECT, ARCHITECTURAL AUTO AUTOMATIC AV VISUAL AWP ACOUSTICALWALL PANEL(S) BB BULLETIN BOARD BD BULLETIN BLDG BUILDING BLKG BLOCKING BO BOTTOM OF BOT BOTTOM BRG BEARING BRZ BRONZE BSMT BASEMENT BUR BUILT UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT, CEMENTITIOUS CER CERAMIC CG CORNER GUARD CH COAT HOOK CI CAST IRON CJ CONTROL JOINT CL CENTERLIERLINEE CIP CAST-IN-PLACENIC CLG CEILING CLO CLOSET CM CLEAR CMU CONCRETE MASONRY UNIT CO COL COLUMNN UT, CASED OPENING COMM COMMUNICATION CONC CONCRETE CONN CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CARPET CSWK CASEWORK CTR CENTER CU CUBIC D DEEP, DEPTH DBL DOUBLE DEMO DEMOLISH, DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER D AG DIAGONAL, DIAGRAM DIM DIMENSION DM DIVIDE, DIVISION DMPF DAMPPROOF, DAMPPROOFING DOWN DR DOOR, DRESSING ROOM DS DOWNSPOUT DM/ DISHWASHER DWG DRAWING DWR DRAWER E EAST EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEC ELECTRIC, ELECTRICALELEVATION ELEV ELEVATOR ENCL ENCLOSE, ENCLOSURE EP ELECTRIC PANEL EQ EQUAL EQUIP EQUIPMENT ESCAL ESCALATOR EXH EXHAUST EXP EXPANSION, EXPOSED EXIST EXISTING FA FIRE ALARM FCIO FURNISHED BY CONTRACTOR/ INSTALLED FD FLOOR DRAIN FLOOR FDC FIRE DEPARTMENT CONNECTION FDTN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FH FIRE HYDRANT FHC FIRE HOSE CABINET FIG FIGURE FIN FINISH, FINISHED FLEX FLEXIBLE FLR FLOOR, FLOORING FLUOR FLUORESCENT FO FACE OF, FINISHED OPENING THK FDIC ACEFURNISHED BY OWNER/ INSTALLED BY CONTRACTOR TO FP FIRE PROTECTION, FIREPROOF TSTAT FR FRAME, FIRE RATED FRIG FRAMING TYP FRT FIRE RETARDANT TREATED FT FOOT, FEET FTG FOOTING FUG FUTURET FVC FIRE HOSE VALVE CABINET FWC FABRIC WALL COVERING FWP FABRIC WRAPPED PANEL(S) VERT GA GAGE GALV GALVANIZED OR GEN GENERAL GENERATOR REINFORCED CONCRETE.. GFRC GLASS -FIBER yy GFRC GLASS -FIBER REINFORCED GYPSUM GFRP GLASS -FIBER REINFORCED PLASTIC GL GLASS GYP GYPSUM GYP BD GYPSUM BOARD H HIGH HB HOSE BIBB HCWD HOLLOW CORE WOOD HD HAND DRYER HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING THROUGHOUT D NCL NFO NSUL NT WD JAN JT KIT L LAM LAU LAV LTG MAS MATL MAX MECH MED MEMB MEZZ MGT MFL MFR MH MIN MISC MO MS MTD MIL MVBL N NO NTS OC OH OD OPNG OPP ORD OTS PRCST PD PERP PLAM PLAS PLYWD PNL PL PR PRKG PROP PT PTN R RCP RD REF REF REINF REQD REV RFG RM RO RT S SCWD SCHED SD SECT SG SGL SOT SHTHG SIM SPEC SPKLR SPKR SQ SS SST STC STD STL STOR STRUCT SUSP T T&G TEL TEMP TER N UGND UNFIN UON VEST VNR VWC WI W/O WC WD WH WP WR WWF XFMR THE DRAWING SET, NSIDE DIAMETER NCLUDE, INCLUDING NFORMATION NSULATE, INSULATION NTERIOR NDIRECT WASTE DRAIN JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING SONRY MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MAXIMUM FORESEEABLE LOSS MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PRECASTPBD PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVROOIFING SED, REVISION ROOM ROUGH OPENING RIGHT SOUTH, SPANDREL SOLID CORE WOOD SCHEDULE STORM DRAIN SECTION SAFETYGLASS SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD, TEMPEREDTHENCE TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAllO THICK THICKNESS TOP OF THERMOSTAT TELEVISION TYPICAL UNDER UNDERGROUNDR UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WEIGHTTERRESISTANT WELDED WIRE FABRICALL TRANSFORMER ARCHITECT/ DESIGNER: PLUMBING ENGINEER: A00-01 COVER SHEET AND PROJECT INFORMATION A00-O2 NOTES AND SPECIFICATIONS AOO-03 SITE PLAN A00-04 LIFE SAFETY PLAN A04-02 DEMOLITION PLAN - LEVEL 02 A10-02 FLOOR PLAN- LEVEL 02 A10-04 REFLECTED CEILING PLAN - LEVEL 02 A13-01 INTERIOR FINISH PLAN - LEVEL 02 A15-01 FURNITURE PLAN - LEVEL 02 FOR REFERENCE ONLY A43-01 ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS A45-01 INTERIOR ELEVATIONS A50-01 ARCHITECTURAL WOODWORK DETAILS A50-02 ARCHITECTURAL WOODWORK DETAILS A50-03 ARCHITECTURAL WOODWORK DETAILS A51-01 TYPICAL SUSPENDED CEILING DETAILS A51-02 TYPICAL SUSPENDED CEILING DETAILS - DIRECT HUNG A61-01 INTERIOR PARTITION TYPE CHARTS A61-02 INTERIOR PARTITION DETAILS A61-50 INTERIOR PARTITION DETAILS A62-01 DOOR SCHEDULE A64-01 INTERIOR FINISH SCHEDULE AND LEGEND SABEY ARCHITECTURE TBD - Bidder Design Build by G.C. 12201 TUKWILA INTL BLVD, FOURTH FLOOR SEATTLE, WA98168 TEL: (206) 281-8700 FAX: (206)282.9951 MECHANICAL ENGINEER: BUILDING SECTION INDICATOR WALL SECTION INDICATOR CONTACT: KARA ANDERSON TBD-Bidder Design Bu Id by G.C. EMAIL: KARAA@SABEY.COM BUILDING OWNER: INTERNATIONAL GATEWAY WEST LLC ELECTRICAL ENGINEER: 4111)\i��� 1 1 1 1 ENLARGED DETAIL INDICATOR ..-- i SECTION DETAIL INDICATOR 12201 TUKWILA INTL BLVD, FOURTH FLOOR TBD - Bidder Design Build by G.C. SEATTLE, WA 98168 TEL (206)281-8700 FAX: (206)282-9951 CONTACT: SARAH MARQUES FIRE / LIFE SAFETY ENGINEER: EMAIL: SARAHM@SABEY.COM TBD-Bidder Design Build by G.C. GENERAL CONTRACTOR: XX © A-XXX A-XXX © © SABEY CONSTRUCTION 12201 TUKWILA INTL BLVD, FOURTH FLOOR PLUMBING, MECHANICAL, ELECTRICAL, SEATTLE,WA98166 FIRE!EMERGENCYSYSTEMPERMITS TEL: (206) 281-8700 FAX: (206) 282-9951 UNDER SEPERATE SUBMITTALS. CONTACT: DOUG GARDNER EMAIL DOUGG@SABEY.COM EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR Nir MATCHLINE _ _/X\ SEE XX/A-XXX MATCH LINE INDICATOR /� \ DRAWING REVISION INDICATOR PROJECT ADDRESS EXISTING COLUMN GRIDLINE INDICATOR X.X CI NEW COLUMN GRIDLINE INDICATOR INTERGATE.WEST, BUILDING B 12201 TUKWILA INTERNATIONAL BLVD., SUITE 201NOM TUKWILA, WA VICINITY MAP EL XXX.XX EL XXX'-XX" DATUM INDICATOR OR WORK POINT / Y SPOT ELEVATION INDICATOR SEATTLE ELLIOTT HAY 1~ IP Boeing co,,,,, Feld 9 , SCOPE OF WORK SCOPE E XXXXX EQUIPMENTINDICATOR 1 ROOM NAME �X XXXXX FIXTURE INDICATOR XXXX 1 �F XXXXX FURNITURE INDICATOR <GI XXXXX > GRAPHICISIGNAGE INDICATOR INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 201 ON FLOOR 21N BUILDING B, IN7ERGATE.WEST CAMPUS. THE WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, CASEWORK AND ARCHITECTURAL FINISHES. MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. ROOM INDICATOR MISCELLANEOUS INDICATORS .'th k� ai PROJECT SITE' S. Boeing Access Rood �F I XXXXXX ' (DOOR) OPENING INDICATOR FINISH INDICATOR (X1DN {XX'-XX" AFF �u WINDOW INDICATOR CEILING HEIGHT INDICATOR �1 4r vT �i"cz �/►t Oppo Wish Seo -Tac IntlSea Airport _ Q MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) CODE AND BUILDING INFORMATION _i�® XX XX XX —® WALL TYPE INDICATOR ®EIGHT CEILING HEIGHTIMATERIAUFINISH INDICATOR PROJECT NAME: SABEY TENANT IMPROVEMENT SITE ZONING: CLI- COMMERCIAL LIGHT INDUSTRIAL KING COUNTY ASSESSOR'S PARCEL NUMBERS: 0923049120 APPLICABLE CODES: 9FE MOUNTED TO WALL X.X O WITH BRACKET EECIN WALL -MOUNTED L (PROPERTY)LEGAL DESCRIPTION KEYNOTE CABINET FIRE EXTINGUISHERS BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (WAC 51-50) MECHANICAL CODE: 2015INTERNATIONAL MECHANICAL CODE (WAC 51-52) PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (WAC 51-56) ELECTRICAL CODE: 2015INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS ENERGY CODE: 2015WASHINGTONSTATEENERGYCODE(WAC51-11C) FIRE CODE: 2015INTERNATIONAL FIRE CODE (WAC 51-54A) FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE ACCESSIBILITY CODES: WASHINGTON STATE ACCESSIBILITY CODE (WACSi-50) ---- -- USE GROUP AND OCCUPANCY: PARTITION) PARCEL B COMMENCING ATA POINT ON THE NORTH LINE WASHINGTON THAT IS SOUTH 89°16'35° EAST,100.00 THENCE SOUTH 24°13'53° EAST, 969.61 FEET THENCE THENCE NORTH 65°46'07°EAST, 58.17FEE T THENCE NORTH 63°32'48' EAST, 62.13 FEET SOUTH 22°47'Ot°FAST, 21.44 FEET THENCE NORTH 65°30'25° EAST,199.33 FEET STREET TO JCT SSH NO. 1-K APPROVED JULY THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY WHICH BEARS SOUTH 65°44'51° WEST) THROUGH THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY WHICH BEARS SOUTH 67°01'21° WEST) THROUGH THENCE SOUTH73°32'42°WEST,16.58FEET; THENCE SOUTH 71°35'51°WEST, 61.96 FEET; THENCE NORTH 78°38'58° WEST, 7.83 FEET; THENCE SOUTH 75°53'44"WEST, 106.O7FEET; THENCE NORTH 05°01'10' WEST,18.41 FEET THENCE SOUTH 82°22'27°WEST, 6A.93FEET THENCE SOUTH 63°55'24°WEST, 58.16 FEET THENCE NORTH 24°13'53° WEST, 334.22 FEET (ALSO KNOW! AS NEW LOT B, CITY OF TUKWILA COUNTY, WASHINGTON) OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; TO THE TRUE POINT OF BEGINNING; TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1(SR 99) SOUTH 118TH 23, 1957; LINE ALONG THE ARC OF A 2,805.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF A CENTRAL ANGLE OF 1°16'30° A DISTANCE OF 62.42 FEET; LINE NORTH 67°01'21° EAST 10.00 FEET; LINE ALONG THE ARC OF A 2815.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF A CENTRAL ANGLE OF 6°31'21°, A DISTANCE OF 320.46 FEET; TO THE TRUE POINT OF BEGINNING. BOUNDARY LINE ADJUSTMENT NO. L98-0033, RECORDED UNDER RECORDING NO. 9810059013, RECORDS OF KING EXISTING TO REMAIN (NON -RATED RATED PARTITION) (SHOWN SHADED) (1-HOUR (2-HOUR RATED PARTITION) = 7 P �..�••-- RATED PARTITION) EXISTING TO BE DEMOLISHED L / DASHED) ®`••°"`•`•�` (3-HOUR •-•• RATED PARTITION) (SHOWN (4-HOUR I { ' I SMOKE BARRIER NEW TYPE OF WORK T �- SMOKE PARTITION PARTITIONS RCP SYMBOLS NO CHANGE TO OCCUPANCY GROUP OCCUPANCY: B (OFFICE) S-2(PARKINGSTRUCTURE) EXISTING TYPE OF CONSTRUCTION: REVISIONS No Cs snall. be moue to Inc scope of wore wnnout p,,.;' aooroval of Inc Tukwila Buddmc �ws�on. Olan CEILING -MOUNTED El 2'X2' FLUORESCENT LIGHT HVAC DIFFUSERS ❑\ ® (SIZE AND TYPE PER MECHANICAL DRAWINGS) TYPE II • SPRINKLERED IN LIEU OF 1 HR CONSTRUCTION (OFFICE BUILDING) OVERTYPEI -SPRINKLERED (PARKING STRUCTURE) NUMBER OF STORIES: NOTE: Revsione well reo.11re a new submittal and wav'nclude a^^'t'o^a' clan review. STORIES ABOVE GRADE PLANE: 4 OFFICE FLOORS STORIES BELOW GRADE PLANE: 2 PARKING LEVELS SEISMIC DESIGN CATEGORY: CEILING -MOUNTED 2'X4' FLUORESCENT LIGHT GENERAL NOTES J3 =t I CEILING -MOUNTED r r 1'X4' FLUORESCENT LIGHT (HIDDEN)CEILING-MOUNTED HVACIZEANDURNSIEXHAUSTS (1 ©® SIZE AND TYPE PER D PROPOSED AREA OF REMODEL: FILE COPY -- STRIP FLUORESCENT (EXPOSED) CEILING -MOUNTED MECHANICAL DRAWINGS) 7,709 SF OF PROJECT ONFLOOR 2 Permit No. R�a_ Q�J�%( - 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. , .I 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL SEAS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE REVSSN 1 ' EXISTING CORE AND SHELL FIRE RATINGS: VV G Plan review approval Is subject to errors and F _ STRIP FLUORESCENT LIGHT CEILING -MOUNTED HVAC ITEMS OFFICE PARKING FLOOR CONSTRUCTION: N.R. 2 HR ROOF CONSTRUCTION: N.R. 2 HR STRUCTURAL FRAME: N.R. 3 HR ELEVATORS: 1 HR 2 HR omissions. Approval of construction documents tloes not authorize the wotahon of any adopted cotle or ordinance Receipt of aooroveo F9 Id Coot/ and n u n Is acknowled ee: By. WALL -MOUNTED T STRIP FLUORESCENT LIGHT 0 DOWNLIGHT ® ACCENT DOWNLIGHT Q CEILING -MOUNTED ACCESS PANEL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. RECEIVED ILA 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE CITY OF TUKWILA LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED FEB 07 2020 OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE PERMIT CENTER CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BYA QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIA INDICATED. STAIRS: 1 HR 2 HR Date: 10- II - 2020 MECHANICAL SHAFTS: 1HR 2HR ow of TuKwna BUILDING DIVISION CD WALL -WASHER DOWNLIGHT SCONCE -TYPE b (WALL -MOUNTED) LIGHT O CEILING -MOUNTED EXIT LIGHT A CEILING -MOUNTED FIRE SPRINKLER INTERIOR FINISHES: PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED MEANS OF EGRESS: SEE A-005 - LIFE SAFETY PLAN PARKING: WALL -MOUNTED EXIT LIGHT STANDARD LIGHT FIXTURES — CEILING -MOUNTED SPEAKER NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE PROJECT. PARKING DEMANDSASA RESULT OF COMMERCIAL TI ARE MET BY EXISTING SITE PARKING FACILITIES. ALL ACCESSIBLESITE FEATURES AND PARKING STALLS ARE PROVIDED BY THE BUILDING LANDLORD. Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED C IT T, iM1SONI 1 STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 SEPARATE PERMIT RE UIREh FOR: Mechanical Electrical Plumbing I �1 Gas Piping City of Tukwila 6LIILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK ( DATE ( DESCRIPTION PROGRESS DATE: - 02/06/20 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 1 V \\ 5 6 7 8 9 10 PROJECT NOTES DIVISION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMERCIAL OFFICE SUITE 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) COPIES FOR APPROVAL. 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DIVISION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT.," THICK. 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6. SHELF EDGING TO BE VINYL. DIVISION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 08810-GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 7. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: A. SYSTEM DESCRIPTION: 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST THE STRUCTURAL DESIGN LOADS SPECIFIED. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS. 3. STRUCTURAL REQUIREMENTS: A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS, B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES. B. CODE REQUIREMENTS: 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART OF EACH ASSEMBLY. 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. C. MATERIALS: 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. 2. FIRE RATED PARTITION HEAD SYSTEMS: A. RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. D. PARTITION FRAMING: 1. RUNNERS: A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND CONDUIT WHICH MAY BE EMBEDDED IN CONCRETE FLOORS. B. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO CLEAR PARTITION. C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL DEFLECTION. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 20-GAGE. 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER. 9. STUD BRIDGING: A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5'-0" ON CENTER FOR THE FULL HEIGHT OF THE PARTITION. B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING 3'-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5'-0" OF EXPOSED STUDS. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. F. BACKING: 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. G. INSTALLATION TOLERANCES: 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. H. REFERENCES 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. B. C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. D. C745 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD, BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12.-0". ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680-CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DIVISION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 2. ALL INTERIOR RELITES TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DIVISION XV - MECHANICAL 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, UON. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. DIVISION XVI - ELECTRICAL 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANTS REQUIREMENTS. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED UON. 6. GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT' FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. 8. PROVIDE SEPARATE CIRCUITS FOR TENANTS EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANTS NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANTS VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES, COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. RECEIVED CITY OF TUKWILA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 6194 REGISTERED m.�n KA M. AN ERSON STATE OF WASHINGTON \ SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK DATE 1 DESCRIPTION PROGRESS DATE: 02/06/20 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. 2 3 4 5 6 7 8 9 10 G Aran ec+a ewchGra AREA OF WORK SECOND FLOOR SUITE 201 BUILDING A 12301 PARCEL A INTERGATE.WEST SITE PLAN 1/64" =1-0" TUKWILA INTERNATIONAL BLVD. PARCEL D BUILDING C 12101 PARCEL C I II I 1t11' - SITE DATA LEGAL DESCRIPTION ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL AREA 559,465 SQ. FT. PARCEL NUMBER: 0923049120 PARCEL B BUILDING AREA: COMMENCING AT A 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.M., 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 POINT OF BEGINNING; THENCE NORTH 65°46'07' EAST, 58,17 FEET; TOTAL: 245,164 SQ. FT. THENCE NORTH 63°32'46' EAST, 62.13 FEET; THENCE SOUTH 22°47'01' EAST, 21.44 FEET; SEISMIC 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. 1 (SR 99) SOUTH 118TH STREET TO JCT SSH NO. 1-K APPROVED JULY 23, 1957; PARKING REQUIRED: OFFICE = 2.511000SF = 613 STALLS THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2,805.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 65°44'51' WEST) THROUGH A CENTRAL ANGLE OF 1°16'30' A DISTANCE OF 62.42 PARKING PROVIDED: 757 STALLS (3.09I1000SF) FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 67°01'21' EAST 10.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2815.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 67°01'21' WEST) THROUGH A CENTRAL ANGLE OF 6°31'21', A DISTANCE OF 320.46 FEET; THENCE SOUTH 73°32'42' WEST, 16.58 FEET; THENCE SOUTH 71°35'51' WEST, 61.96 FEET; THENCE NORTH 78°38'5B' 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°22'2T 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 FEB 07 2020 PERMIT CENTER t Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 h -4th Floor WA 98168 sabey.com MA 6194' REGISTERED C IT M. ANDERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02 06/20 Tenant Revisions MARK I DATE ( DESCRIPTION PROGRESS DATE: 02/06/20 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. 6 7 8 9 10 TOTAL EXIT ACCESS TRAVEL DISTANC :106' TOTAL EXITACCESS TRAVEL DISTANCE. 90' LEVEL 02 FLOOR PLAN LIFE SAFETY PLAN 1/8" =1'-0" 4 LIFE SAFETY LEGEND — — — INDICATES PATH OF TRAVEL TRAVEL DISTANCE START POINT COMMON PATH OF TRAVEL INTERSECTION 4 EXIT AND LOAD OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD LOAD FACTOR PER IBC 1004.1.2 EXISTING EXIT SIGN NEW EXIT SIGN EXIT SIGN WITH DIRECTIONAL ARROW EXISTING EXIT SIGN TO BE REMOVED OR RELOCATED COMMON PATH OF TRAVEL DISTANCE: 48' TOTAL EXIT ACCESS TRAVEL DISTANCE: 100' OCCUPANCY CALCULATIONS B - OFFICE 7,709SF/100SFPER OCCUPANT = 77 OCCUPANTS AREA NOT IN SCOPE SUITE 201 TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE TOTAL OCCUPANCY NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED OCCUPANT LOAD PER EXIT REQUIRED EXIT WIDTH' EXIT DOOR WIDTH PROVIDED 7,709 SF 77 OCCUPANTS 2 3 26 71 x.2.15" 3'-0" (32" CLEAR) 'NOTE: MINIMUM EXIT WIDTH PROVIDED SHALL BE 32" CODE ANALYSIS TYPE OF CONSTRUCTION: TYPE II -SPRINKLERED (IN LIEU OF 1-HOUR CONSTRUCTION) OCCUPANCY CLASSIFICATION: B OCCUPANCY (OFFICE) EXITING REQUIREMENTS: OCCUPANT LOAD FACTOR (2015 IBC 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 (INCH/OCCUPANT) B OCCUPANCY 0.3 0.2 TRAVEL DISTANCES: 1. MAXIMUM ALLOWED DEAD END CORRIDOR LENGTH: 50'-0" (IBC 1018.4, EXEMPTION 2) 2. MAXIMUM ALLOWED COMMON PATH OF EGRESS TRAVEL :100'-0" (IBC TABLE 1014.3) 3. MAXIMUM ALLOWED EXIT ACCESS TRAVEL DISTANCE: 300'-0" (IBC TABLE 1016.2) EXIT OR EXIT ACCESS DOORWAYARRANGEMENTS (IBC 1015.2.1, EXCEPTION 2) MORE THAN 1/3 THE LENGTH OF THE MAXIMUM OVERALL DISTANCE IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED SPRINKLER SYSTEM FIELD VERIFY EMERGENCY ILLUMINATION AND EXIT SIGNS - UNDER SEPERATE PERMIT RECEIVED CITY OF TUKWILA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com REGISTERED �4 CHI EC KARA M. N ERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 02/06/20 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 A00-04 10 OLEVEL 02 DEMO PLAN 1 1/8" =1'-0" DEMOLITION GENERAL NOTES 1. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF INCONSISTENCIES BETWEEN THEM AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. 2. REPAIR ANY DAMAGED FIRE -RATED ASSEMBLIES TO THEIR ORIGINAL SPECIFICATIONS, UNO. 3. REMOVE CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES FINISHES AND MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CASEWORK, WINDOWS FRAMES, ALL GYP SURROUNDING COLUMNS, AND OTHER FIXTURES AS REQUIRED. AFTER REMOVAL OF PIPE CHASES, PATCH HOLES IN FLOORS OR WALLS TO REMAIN TO MEET ORIGINAL FIRE PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, FLOORS, AND DECK, AND PREPARE SURFACES TO RECEIVE NEW FINISHES PER FINISH SCHEDULE OR PER INTERIOR FINISH PLANS. 4. COORDINATE WITH THE OWNER ANY ITEMS TO BE STORED AND/OR RELOCATED. 5. WHERE NEW FINISHES ARE TO BE INSTALLED ON TO REMAINING SURFACES, REMOVE THE EXISTING FINISH AND PREPARE THE EXISTING SURFACE TO RECEIVE THE NEW FINISH. 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. 9. DO NOT CUT ANY STRUCTURAL WORK WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER. 10. NOTIFY THE ARCHITECT IMMEDIATELY IF THE REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS OR COMPONENTS WILL ADVERSELY AFFECT THE OPERATION OF MEP SYSTEMS OUTSIDE THE LIMIT OF DEMOLITION. 11. SCHEDULE ALL DEMOLITION WITH THE OWNER. 12. DEMOLITION TO INCLUDE REMOVAL OF ALL EXISTING CEILINGS INCLUDING ACT CEILING GRID & PANELS, AND EXISTING LIGHT FIXTURES. 13. REMOVE ALL EXISTING PRIVACY FILM AT INTERIOR GLAZING. 14. SALVAGE ALL DEMO'D DOORS TO REUSE. 15. SALVAGE ALL DEMO'D CARPET FOR REUSE. 16. ALL EXISTING LIGHTING, SPRINKLER HEADS, AND MECHANICAL THAT CONFLICT WITH PLACEMENT OF NEW WALLS TO BE RELOCATED AND COORDINATED. 17. SALVAGE ALL DEMOLISHED RAISED FLOORING FOR REUSE. I i L 1 1 _J 11)1 [1� 1.-;:r,. Jij 1 L L I+�1-1 L I L_ I L— � I— I i-1 i 1 7 4 1 1 T �T� - I i El I7:11 ' !' I I L I I I L�L7. I r l I I{ 1 1 1 1 1 1 1 1 1 1 j i- :-: 1' 1 �i 1,r ! T!i '1 7II Ii i �� IG , _ -T--rt _ 1 r 1=! i s- ' i 1-41=-HiHir 11- -7-+ - 1 l] I I i l_i 1 i I ]_ I I l._ I I _1. 1 I_ L1 ;I J I'' I i 1, ,.1 ,L i 1 i 11., 1' q+II � 1 I, -- I -_ :-'1,!-,1=P._-T-;--i.7- -1 -F=11- 1-- A. -IT-1z1 1 I_i , 11 J 1 I I <II:I��plr1 II @'i'hT f5 it !I ,,I 1 Lir DEMOLITION NOTES BY NUMBER OALL EXISTING PERIMETER WALLS, SILLS AND HEADERS TO REMAIN. PATCH AND REPAIR AS NEEDED. OFLOOR, WALL, AND CEILING FINISHES TO BE DEMOLISHED EXISTING RAISED FLOOR TO BE REMOVED. ® EXISTING DOOR, WALL, AND FULL GLASS SIDELIGHTS TO BE REMOVED. REMOVE EXISTING WALLS AND INSULATION AT PERIMETER WINDOWS. © REMOVE DEBRIS AND CLEAN PATIO. OEXISTING SOFFIT TO BE REMOVED. QEXISTING CEILING, GRID AND LIGHTING TO BE REMOVED IN HALLWAY. 0 REMOVE COVER FROM EXISTING COLUMN. (10) REMOVE EXISTING COUNTERS, SINKS, FAUCETS, PAPER TOWEL DISPENSER AND LIGHTING. (1 1) REMOVE DRYWALL FROM NORTH SIDE OF EXISTING WALL. L_ J O —r- 451 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 AREA OUT OF ARCHITECTURAL SCOPE BUT REFER TO MEP AND STRUCTURAL DEMOLITION DOCUMENTS FOR ADDITIONAL WORK IF REQUIRED RE=EIVEtt CITY OF TUKWILA FEB 07 2020 SAAB Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 EY - 4th Floor WA 98168 sabey.com sts4 REGISTERED CHI T ARA M. AN SON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE. WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 02/06/20 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. DEMOLITION PLAN - LEVEL 02 8. BRACE ALL STRUCTURES OR STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. W\404Ain PERMIT CENTER A04-02 6 7 8 9 10 OLEVEL 02 FLOOR PLAN 1/8„ =1'-0„ FLOOR PLAN GENERAL NOTES 1. REFER TO SHEET A00-01 FOR ADDITIONAL GENERAL NOTES. 2. PARTITION TYPES ARE SCHEDULED IN THE A61 SERIES. 3. PARTITION TYPES LABEL GL-1 TO BE ALLSTEEL, BEYOND LOW PROFILE WALL SYSTEM, COORDINATE DIMENSIONS AND MATERIALS WITH COI SUSAN RUDD. 4. SEE A43 SERIES FOR PLUMBING LAYOUTS AND TYPICAL MOUNTING HEIGHTS OF PLUMBING FIXTURES AND TOILET ACCESSORIES. 5. PROVIDE 7" CLEAR BETWEEN STUDS AT LAVATORIES . PR • 6"S .BEHILETA' OIRM 7. SEE FURNITURE PLAN FOR GLASS WRITING BOARDS. NTED TOILETS. FLOOR PLAN LEGEND FLOOR PLAN (301A) BUILDING EXPANSION JOINT EXISTING PARTITION TO REMAIN NEW PARTITION DOOR TAG REF: A62-0X SERIES FOR DOOR SCHEDULE. PARTITION TAG REF: A61-0X SERIES FOR CHARTS NOTES BY NUMBER STOREFRONT SYSTEM BASIS OF DESIGN: ALLSTEEL, BEYOND WITH GLASS PIVOT DOORS COLOR ANONDIZED BLACK, 8' HIGH OWALL ABOVE STOREFRONT TO BE A61 • FLOOR POWER REQUIRED, COORDINATE WITH ELECTRICAL. ALL WALLS TO BE CENTERED ON MULLIONS. SEE DETAIL 4/A61-01 O ENTIRE WINDOW TO GET INFILLED FOR TWO SCREENS ON THIS WALL. PROVIDE OPAQUE FILM ON INSIDE FACE OF GLASS. ® PROVIDE FAUCET FOR BUBBLY AND STILL WATER • INFILL EXISTING WALL TO MATCH NEW CONSTRUCTION PROVIDE NEW SILL WALL BELOW WINDOW TO MATCH EXISTING. SEE DETAIL l J 3ANA61-01. • REPLACE EXISTING SPANDREL PANEL Jo) PROVIDE NEW WATERPROOFING AND DECKING ON PATIO (11) NEW 12" WIDE SHELF. (12) WALL TO BE CENTERED ON THE COLUMN. (13) REPLACE EXISTING COUNTER TOP, SINK, FAUCETS, MIRROR, LIGHTING, PAPER TOWEL DISPENSER AND GARBAGE RECEPTACLE. SEE SHEET A43-01 FOR MORE INFORMATION. SEE DETAIL 6/A50-03 FOR COUNTERTOP SECTION. (14> COORDINATE LOCATION OF WALL WITH BEYOND WALL GLASS SYSTEM FOR ADJACENT OFFICES. RECEIVED CITY OF TUKWILA FEB 07 2020 PERMIT CENTER SAIS Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 61s4 REGISTERED C T KARA M. AN ERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE ' DESCRIPTION PROGRESS DATE: 02/06/20 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 02 Vk o3 Al 0-02 4 5 6 7 8 9 10 OLEVEL 02 REFLECTED CEILING PLAN 1/8" =1-0" 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, GYP BD- 9'-9„APP: .9' -:0" AFF EXP PT-1 LIGHT FIXTURE LEGEND TAG LIGHT FIXTURE DESCRIPTION LA 2" RECESSED DOWN LIGHT (TYPE A) LB RECESSED LINEAR DOWNLIGHT (TYPE B) LC RECESSED LINEAR WALL SLOT (TYPE C) LD CYLINDRICAL PENDANT (TYPE D) LE WALL MOUNTED SCONCE (TYPE E) LF MONOPOINT PENDANT (TYPE F) LG DECORATIVE PENDANT (L2 ENTRY) (TYPE G) LH DECORATIVE PENDANT (L2 KITCHEN) (TYPE H) LI DECORATIVE PENDANT (L2 HUDDLE) (TYPE I) W DECORATIVE PENDANT (L2 CONFERENCE) (TYPE J) LK DECORATIVE PENDANT (L4 RECEPTION) (TYPE K) LL DECORATIVE PENDANT (L4 CONFERENCE) (TYPE L) ACP-2 9 --0 AFF RCP LEGEND 'P•1 --0' AFF — ALIGN ACP-1 FF SUPPLY AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION RETURN AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION LINEAR FACE MOUNTED CEILING DIFFUSER (USED IN LOBBY, RECEPTION, AND LOUNGE) CEILING DETAIL / SECTION TAG h 9 -_0" AFF_ CEILING HEIGHT DESIGNATION PER AREA. WHERE `P NO HEIGHT IS DESIGNATED, ASSUME 9'-0" GYP:BD 4P•$ ACP- IIi�IWCF�l9,'� I . I lilllll4nl4�i I EXP GYPSUM BOARD CEILING SUSPENDED ACOUSTIC CEILING PANEL 2' X 2' SUSPENDED ACOUSTIC CEILING PANEL 2' X 8' WOOD SLAT CEILING EXPOSED STRUCTURE AREA OUT OF SCOPE ALIGN EQ. 6'-0" 6'-0" 6'-0" w ■[-i,�■■■■■■■■■■■■■ll 9'-0"AFF ■_■_■■■_■_■■■■_■■I i ■■■■■■� ■i ■■■■� 1■■■U■■■■■■■.■■■ ' ■■■■■■■ O■■■1 �GYP BD 8'-7"AFF ACP-1 9'-0-AF RCP NOTES BY NUMBER ALIGN FEATURE LIGHTING OVER FINAL FURNITURE LAYOUT, COORDINATE WITH SUSAN RUDD C01 UNDERSIDE OF SOFFIT TO RECEIVE WV-1. PROVIDE WE-1 AND WS-2 AT INTERIOR SIDE OF WINDOWS. PROVIDE WS-1 AT INTERIOR SIDE OF WINDOWS, CENTER LIGHT ON DOOR CENTER LIGHT IN SHOWER STALL NEW SOFFIT, SIM TO DETAIL 2B/A-61-01. /-� NEW SOFFIT, SEE DETAIL 28/A-61-01. TYP. AT ALL LOCATIONS OF NEW BEYOND WALL (10) REMOVE EXISTING LIGHT FIXTURES AND INSTALL NEW LIGHTING. PAINT ENTIRE HARD LID CEILING, P-1. (11) INSTALL NEW WALL MOUNTED SCONCE. REC'E'IVEi) CITY OF TUKWILA FEB 07 2020 PERMIT CENTER Si' 12201 BEY Architecture Tukwila Int' Blvd - 4th Floor SeattIe, WA 98168 206.281.8700 sabey.com REGISTERED CH T )(VA M. ANDERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK T DATE I DESCRIPTION PROGRESS DATE: 02/06/20 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. REFLECTED CEILING PLAN - LEVEL 02 Al 0-04 F E D C B A s a OLEVEL 02 FINISH PLAN 2 1/8" =1'-O" INTERIOR FINISH PLAN LEGEND ROOM FINISH TAG ROOM NAME NUMBER WALL FINISH WALL BASE FINISH FLOOR FINISH ACCENT FINISH TAG (THIS TAG OVERRIDES THE "ROM FINISH TAG") ® KEYNOTE ETR ---r— XXX MATERIAL TRANSITION TAG MATERIAL PATTERN DIRECTION — - - — MATERIAL SEAM WOOD IN PERPENDICULAR DIRECTION 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. 3. ALL GYP CEILINGS TO BE PAINTED PT-1, MATTE FINISH, UNO. 4. LEVEL 5 WALL FINISH BEHIND WC-3. 5. PROVIDE MATTE SEALER ON EXPOSED COLUMNS, DOORS/WINDOWS: 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 PT-1 RB-1 OFFICE CPT-1 6 HUDDLE I 4l RB-1 CPT-1 OFFICE ACCESSORIES: 1. ALL FIRE EXTINGUISHER CABINETS TO BE STAINLESS STEEL PAINT FINISH: MATTE FINISH CEILINGS EGGSHELL FINISH WALLS GLOSS FINISH BASE, TRIM, DOORS, HANDRAILS 7 OPEN WORKSTATIONS PT-1 RBA CPT-1 OFFICE F2101 OFFICE PT-1 RB-1 CPT-1 ST. CPT--- RB-1 CPT- COPY/PR OFFICE CPT-1 LOUNGE 8 PT-1 RB-1 CPT-1 -1 @ WO-1 CPT-1 PHONE CPT-1 OFFICE CPT-1 INTERIOR FINISH WALL LEGEND WALLPAPER (IN CORRIDOR, OPEN SDC OFFICE, AND WELLNESS ROOM) MIRROR (IN WELLNESS ROOM) NOTES BY NUMBER OPAINT AND PATCH GYP TO RECEIVE NEW MIRROR AND WALLPAPER, REPAIR AND REPAINT ALL EXISTING BATHROOM PARTITIONS - ELECROSTATIC PAINT, P-1. EXISTING WALL TILE AND FLOOR TILE TO REMAIN. PAINT ALL EXISTING GREEN ACCENT TILE, P-1. PAINT ALL WALL SURFACES P-1. 9 W D-10 REF REF WD-1 CPT-1 WD-1 LIBRARY HUDDLE 1-2078 TERRACE LOUNGE 200 Mean MARKETING 10 REcEiVED CITY OF 'f LMIN LA FEB 07 2020 PERMIT CENTER 12201 - 4th Floor WA 98168 sabey.com Architecture Tukwila Int Blvd Seattle, 206.281.8700 6194 REGISTERED A CHTE T KARA M. lklbb RSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK DATE I DESCRIPTION PROGRESS DATE: 02/06/20 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 02 A13-01 6 7 8 9 10 a:w e,ioom ew chG 0 I i lI MARKETING 31(� (J OLEVEL 02 FURNITURE PLAN 1 /8„ =1-0" 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. FURNITURE PLAN LEGEND �.11 1 NEW FURNITURE (OF01) EXISTING FURNITURE (OFOI) FURNITURE PLAN MOUNTING HEIGHTS BATTERY CLOCK nn MARKER BOARD TACK BOARD a_ ♦ ♦ COORDINATE CHAIR AND BRACKET LOCATION WITH ACCESSORIES MOUNTED TO BACK SIDE OF DOOR I I FOLDING CHAIR WALL BRACKET ♦ U 0 0 MAGAZINE RACK - MR CHART LITERATURE RACK - LR FURNITURE PLAN NOTES BY NUMBER OINSTALL 1/4" CLARUS GLIDE TEMPERED SAFETY WRITING GLASS WITH SLIDING PANELS TO NEW DRYWALL OINSTALL ALLSTEEL WRITING GLASS PANEL RECEIVED CITY OF TUIcxVILA FEB 07 2020 PERMIT CENTER Sfrate Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 6191 REGISTERED A CH EC RA M. AS SON STATE OF WASHINCTQN V` SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE 1 DESCRIPTION PROGRESS DATE: 02/06/20 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 02 FOR REFERENCE ONLY A15-01 6 7 8 9 10 d 84th Floor Remo 5/A43-01 LIGN COAT HOOK U/C FRIDGE 71A43-01 MIRROR MIRROR 6'-11° 34 LOCKERS COAT HOOK 4/A43-01 BENCH 6'-11" PAPER TOWEL DISPENSER MIRROR4'H X 6'W MIRROR 4'H X 8'W PAPER TOWEL DISPENSER S a ] MIRROR 43-01 M f - MIRROR WITH 4" DEEP SHELF _ COAT HOOK / 2,6 LOCKERS ALIG ALIGN —� PAPER TOWEL DISPENSER — COAT HOOK QLEVEL 02 FLOOR PLAN - ENLARGED LOCKERS / SHOWERS/ RESTROOMS 1 1/4" =1.-0" (LE 2 L2 WOMEN'S LOCKER / SHOWER ROOM 1/4" =1'-0„ I I_I I I I {I I SS1 ll I _I L MIRROR L H I I —I I I I I I 7 I I ) 1 �" 7 -. 1 _. I-te r I ® 1 2 MEN'S LOCKER/ SHOWER 1'-0" TERNATIVE: PROVIDE NEW LIGHTED MIRRORS STING TILE PROVIDE SS-1 SHELF AND SINK PANEL VL2 WOMENS RESTROOM 1/4" =1'-0" PAPER TOWEL DISPENSER MIRROR (2'W X 4'H) WITH 4" DEEP SHELF OL2 WOMEN'S LOCKER 1/4" =1-0" MIRROR s PAPER TOWEL DISPENSER PLUMBING LAYOUTS GENERAL NOTES 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. THE SPACE BETWEEN THE GRAB BAR AND WALL AND PROJECTING OBJECTS BELOW AND AT ENDS SHALL BE 1 1/2" 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. 8. 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. S HRF..•:' '•CEO NEW FIXTURES SPECS: 1. MIRROR - BRISTOL WALL MIRROR, AGED STEEL, 18" X 36" (EXISTING RESTROOMS) 2. FAUCET - KOHLER K-14402-4A-BL, PURIST SINGLE HANDLE FAUCET, BLACK. 3. SOAP DISPENSER - KOHLER, K1995-BL. 4. SINK - KOHLER, K-2330, KATHRYN, WHITE UNDER MOUNT SINK. 5. PAPER TOWEL/TRASH - BOBRICK, B-43944. 6. VANITY LIGHT - YOUNG HOUDE LOVER BUBBLE VANITY LIGHT, BS18002 BW. 7. TOILET - KOHLER, K-4325, KINGSTON, WHITE FLUSHOMETER BOWL (LOCKER). 8. SEAT COVER DISPENER - BOBRICK, B-221, SURFACE MOUNTED (LOCKER). 9. TOILET TISSUE DISPENSER - BOBRICK, B-4288, SURFACE MOUNTED (LOCKER). 10. GRAB BARS- BOBRICK B-5806, 18", 36" AND 42", SATIN (LOCKER). 4 L2 WOMEN'S LOCKER RM 1/4" =1-0" ( PT-1 ,1 1 1. L1 9 9 L2 MEN'S SHOWER/ LOCKER /4" _ '-0 L2 MEN'S RESTROOM 1/4" =1'-0" ALTERNATNE. PROVIDE NEW LIGHTED MIRRORS EGOTI.NG TILE PROVIDE SS-1 SHELF AND SINK PANEL C) 1/4" .1'-0'' 0 0 D: QUIET ROOM OR To TOILET ACCESSORIES LEGEND & MOUNTING HEIGHTS CC REACH RANGE (RR) TO OPERATION RR: 0 48" AFF WHERE < 20" COUNTER DEPTH RR: <_ 44" AFF WHERE 20"-25" COUNTER DEPTH RR: 24"-04" AFF WHERE NO COUNTERTOP RPT REC PAPER TOWEL DISP & RECEPT REC PAPER TOWEL DISP 4" MAX DEPTH SURFACE SURFACE TOILET REC REC MTD MTD PARTITION SANITARY SANITARY PAPER PAPER SANITARY NAPKIN NAPKIN DISP TOWEL TOWEL NAPKIN DISPOSAL DISP DISP DISPOSAL MIN. 39 41" TO OF GRAB 42" MIN. 12" MAX. 24" MI 42" MAX TOILET TISSUE HOLDER GRAB BAR LENGTHS ARE c. TOq, TO MOUNTING :_ HEIGHTS ARE FLOOR FINISH TO TOP OF GRAB BAR, UNO. TOE CLEARANCE CLR FLR SPACE WHERE REQUIRED 1 3- 24" 30" 36" 42" w OR SD 1 SURFACE MTD SOAP DISP REF PLAN FOR LENGTH 18" VERT, REF TO INTERIOR ELEVATIONS WHEN SPACE IS NOT ACCESSIBLE 3-WALL GRAB BAR @ ACC 30"X60' SHR W/O SEAT 3-WALL GRAB BAR @ ACC 30"X48" SHR 18" MIN MIRRORED GLASS ) SEEEINTERIOR ELEVATIONS FOR MTG HT & SIZE FOLDING SHR SEAT 90° GRAB BAR TOWEL BAR SEE INTERIOR ELEVATIONS FOR LENGTH 4 z 0 0 0 SURFACE MTD ROBE HOOK BACK WALL 12" MIN. //I////I///////%/////////////// TWO WALL GRAB BAR @ ACC 36"X36" SHR SHR CURTAIN ROD COAT RACK TOWEL & ROBE HOOK Lo cc w h 0 Y 0 LIJ U W Xa 0� FRAMED MIRROR, 24°X36" FRAMED MIRROR, (?X?) FRAMED MIRROR W/ SHELF, 24"X36" SURFACE MTD TOILET SEAT COVER DISP RECEIVED CITY OF 'i Vla�1'ILA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 6194 REGISTERED RCf�/ i KA A M. A ERSON ` STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE. W EST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 02/06/20 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 F E D C B 8 O L2 BOOKCASE WALL AXON 0'-5" 325'H' -24'DJ BDW 30'W 32.5'H 24'D BDW 3014 32.5'H 24'D -BR_ 36^N 32.5'H 23'D OKITCHEN ELEVATION 1/4" =1'-0" I A50-02 _BB_ 18W 325'H 23'D BR 24W 325'H 29'0 BR 24W 325'H 24'D BR 23.8W 325'H 24'D FHC 36W 102'H 24'D IL I PT-1 I / WV-1 J --- �—/ — „ \ b (WC-2/WC-3) I:_A /— F-- "�� i r 8'-2" OPEN BEYOND p �` fii1 \ - (WC-2/WC 0 88" TV 86° TV OPEN TO BEY ND V OPEN TO BEYOND _ OPEN TO BEYOND _. ,L I OPEN TO %- YOND i -- I_ _ / ---' / / FIREPLACE / / V \ L221 / \ t_17L / A 1 L201- �_�iL_ / ( WV-1 1,_10" 33W 362'RW 10-B'3�' B1 1, 9" / 1' p' _ 5" 325'H 24'D 325'N 24'D 14'-3" 32.5'H 24'D 32.5'N 24'D 0' S ."— 8 5 --- QLEVEL 02 BOOKCASE 1/4" =1'-0" \ / / OPEN TO BEYOND / \ / OPEN TO BEYOND FHS 34.5W 102•H 24'D OSTORAGE AND FIREPLACE - SOUTH 1/4" =1'-0" I T PRINTER { _ PL-2 ti ( ss-1 ( RB-1 1 S 024 24'0 FHS 34.5'W 102'H 24'D FHS 34.5W 102'H 24'D 02H 24'D FHS 345W 102H 24'D \ / OPEN TO BEYOND I ) X / \ / \ \‘:_!)LIBRARY BOOKSHELF 1/4" =1'-0" OTYP. CONF ROOM 1/4" =1'-0" 1� ,0 GLARUSSLIDING PANELS GL2® 42" ! / � *I (- GL-2 ( GL-2 ) I GL-2 1 I GL-2 imi-1 4Th MARKETING PRESENTATION WALL 1/4„ = ' I„ ® 10 LEVEL 02 OFFICE COPY PRINT - NORTH O LEVEL 02 OFFICE COPY PRINT - SOUTH MARKETING CONF ROOM 1/4" = V-0" I 1/4" =1.-0" ( 1/4" =1'-0" TESTRITE VISUAL IGHT BOX 36. X72' LEVEL 02 LOBBY 1/4" =1'-0" OTYP CONF ROOM SIDE WALL 1/4" =1'-0" INTERIOR ELEVATION LEGEND — — — OWNER FURNISHED ITEM/ EQUIPMENT CONTRACTOR FURNISHED ITEM/ EQUIPMENT CABINET TYPE (REF A50-01 SERIES FOR DESCRIPTIONS) CABINET WIDTH (INCHES) 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 INTERIOR ELEVATIONS NOTES BY NUMBER OSABEY TO PROVIDE 11" X 17" PLASTER HANDS OPROVIDE VENTING FOR AN EQUIPMENT PT-1 I [WALL GRAPHIC 1 8'-0"TYP 12 LEVEL 02 - SDC HALLWAY 1/4" =1'-0" ( PT-1 ( PT-1 [WALL GRAPHICS [WAl1GRAPHICSJ RECEIVED CITY OF TUKWILA EB0720 ( Wv-1 j PE MIT CEr 20 TER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 6194 �r REGISTERED Ch*T KARA M. A _RSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE 1 DESCRIPTION PROGRESS DATE: 02/06/20 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 2J6/2020 1:3905 PM DEPTH TO MATCH ADJACENT BASE CASEWORK 1\1 1 SEE INTERIOR ELEVATIONS BACK PANEL ADJUSTABLE SHELVES MICROWAVE (COORDINATE ELECTRICAL) ®FULL HEIGHT CAB 1 1/2" 1.-0" I (11) 1 1/2" =- 1'-0" SCHEDULED FINISH APPLIES TO ALL EXPOSED SURFACES ADJUSTABLE SHELF, TYP OPEN SHELVING VALANCE UNDER CABINET LIGHT WHERE SHOWN ON RCP AND/OR INTERIOR ELEVATION PLASTIC LAMINATE CLAD DOOR ADJUSTABLE SHELVES MOUNTING RAIL WOOD BLOCKING SEE INTERIM El EVATIONS V 1..0 bx FULL HEIGHT STORAGE 1 1/2" /=. 1'-0" 25" UNO r FIXED SHELF FOR UPPER STORAGE BACK PANEL BAR FOR COATS PLASTIC LAMINATE CLAD DOOR MOUNTING RAIL WOOD BLOCKING BACKSPLASH - SEE ELEV FOR MATERIAL SIDESPLASH BEYOND, TYPICAL SINK SEE INTERIOR WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) INSULATE PIPES ENSURE KNEE CLEARANCE COMPLIES WITH ACCESSIBILITY REQUIREMENTS AT SINK, ATTACH P.LAM CABINET BASE TO DOORS ENSURE SWING CLEARS FLOORING FINISHED FLOORING SEE INTERIOR EL C) 1 1/2" = V-0" I 25' UNO BACKSPLASH - SEE BACKSPLASH - SEE ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL rsi / • F- L FULL EXTENSION GLIDES WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) PLASTIC LAMINATE CLAD PULL-OUT TRASH DRAWER WITH SOFT CLOSE MECHANISM KITCHEN TRASH Tr> Tr> SCRIBE TO WALL PLASTIC LAMINATE \-• FINISH, TYPICAL 1\/ 6-9" TYPICAL 4.-0" AT ADA LOCATIONS SUPPORT PANEL BEYOND HEAVY DUTY HANG ROD WITH END BRACKETS. FINISH SHALL BE BRUSHED STAINLESS STEEL. PROVIDE INTERMEDIATE SUPPORTS AS REQUIRED. NISHED FLOOR PLASTIC LAMINATE BASE 0 SCRIBED TO FLOOR COAT CLOSET SHELF FINISHED FLOOR 25" UNO RIOR ELEVATIONS TYP BACKSPLASH - SEE ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) 3/4" ADJUSTABLE SHELF ON SHELF CLIPS, TYPICAL ---- PLASTIC LAMINATE CLAD DOOR/ DRAWERS PLASTIC LAMINATE EASE SCRIBED TO FLOOR FINISHED FLOOR BASE DOUBLE DOORS 1 1/2" = V-0" I P 7 cc 0 E2 BACKSPLASH - SEE ELEV FOR MATERIAL SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA - FORMALDEHYDE FREE) STAINLESS STEEL CHUTE BACK PANEL Co o TRASH/RECYCLE BIN 0 BASE AT SINK 0 COPY PRINT TRASH 1 1/2" = I 1 1/2" = 1'-0" ATTACH P.LAM CABINET BASE TO DOOR & ENSURE SWING CLEARS FLOORING FINISHED FLOORING f la 1 1/2" = 1'-0" 25" ERIOR ELEVATIONS 25" UNO ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL PROVIDE SCRIBE AT TOP OF EQUIPMENT IF GAP IS 1/2" OR LARGER -- FINISH SIDE PANEL BEYOND SCHEDULED EQUIPMENT PROVIDE CUTOUT FOR ELECTRICAL OUTLET IF APPLICABLE FINISHED FLOOR - CONTINU UNDER EQUIPMENT COUNTER WITH EQUIP .._/__•••-2 1 1/2" = V-0" SEE INTERIOR ELEVATIONS -\ BOX DRAWER • • BOX DRAWER BAG/SPLASH-SEE ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) PLASTIC LAMINATE CLAD DRAWERS PLASTIC LAMINATE BASE SCRIBED TO FLOOR FINISHED FLOOR BASE THREE DRAWERS 1 1/2" I-0" I x r Ui 0 > u GYPSUM BOARD SOFFIT PLASTIC LAMINATE - CLAD SCRIBE WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) ADJUSTABLE SHELF, TYP PLASTIC LAMINATE -CLAD VALANCE UNDER CABINET LIGHT WHERE SHOWN ON RCP AND/OR INTERIOR ELEVATION WALL CABINET SECTION 1 1/2" = V-0" I HARDWARE NOTE: ALL KITCHEN CABINET HARDWARE TO BE: HAFELE, STUDIO COLLECTION, COLOR: BLACK MATT, ITEM NO. 110.34.306 nEcElvEn CITY OF TUKWILA FEB 07 2020 PERM rT CENTER Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6 94 REGISTERED C C M. A E SON \KARA STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 0 2020 city of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 02/06/20 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. 2 3 4 5 6 7 10 BOX HEADER RETURN TO STRUCTURE (PT-1) CLAD TOP PIECE WV-1 AT ALL INTERIOR FACES OF BOOKCASE WV-1 CLAD SHELVES (ALL FACES) PROVIDE LIGHTING AT UNDERSIDE OF SHELVING FOR DISPLAY SHELVES (TYP.) WV-1 CLAD BASE PLATFORM 4B BOOKSHELF SECTION OPENING FOR FIREPLACE (OFOI) TILE a FIREPLACE SECTION OX HEADER RETURN TO CTURE (PT-1) CLAD TOP PIECE TILE CLADDING FULL HEIGHT CABINETRY SEE A50-01 FOR DETAIL LINE OF CASEWORK BEYOND — TILE — WV-1 CLAD BASE PLATFORM WOOD BASE 4- 1'-0" B STORAGE AND AV WALL SECTION 1 1/2" =1'-0" BOX HEADER RETURN TO STRUCTURE (PT-1) WV-1 CLAD TOP PIECE WV-1 WRAPS OPENING AT SIDES WV-1 OR WC AT BACK PANEL COORDINATE LOCATION OF ELECTRICAL FOR SCREENS WITH IT/AV COORDINATE LOCATION OF ELECTRICAL FOR SCREENS WITH IT/AV WV-1 WRAPS OPENING AT SIDES WOOD BASE IlECEIVEr) CITY OF TUKWILA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 L - 4th Floor WA 98168 sabey.com 6194' REGISTERED C IT T A . RSON STATE OF WASHINCTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTER GATE. WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 02/06/20 Tenant Revisions _1 MARK I DATE I DESCRIPTION PROGRESS DATE: 02/06/20 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. 2 3 5 6 7 8 9 10 G:wrcNtecturewrc 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 CDFINISH END PANEL 1 1 /2" =1'-0" FACE OF CABINET ®INSIL 1 1/2" =1'-0" 0' - 21/2 DRAWER/ DOOR PULL FACE OF CABINET PLASTIC LAMINATE CLAD CORNER FILLER CABINET END PANEL E CORNER BOX HEADER RETURN TO STRUCTURE (PT-1) WV-1 CLAD TOP PIECE WV-1 WRAPS OPENING AT SIDES WV-1 OR WC AT BACK PANEL OBREAKOUT CASEWORK SECTION 7 1 1/2" =1'-0" WV-1 OR WC-1 AT BACK PANEL SS-1 CASEWORK LINE OF ENCLOSING CASEWORK WALL BEYOND WV-1 WRAPS OPENING AT SIDES WV-1 CLAD CASEWORK WOOD BASE CABINET DOOR 3/4" WIDE MIN WATERPROOF MDF SCHEDULED BASE ®I.o 11/2" =1'-0" E KICK FACE OF CABINET T-4 ti SOLID SURFACE EDGE ON 2 LAYERS OF 3/4" SUBSTRATE 1/16" EASED EDGE PLASTIC LAMINATE FINISH AT KNEE SPACE CONDITIONS VARIES FACE OF CABINET NOTE: REFER TO FINISH PLANS FOR COUNTERTOP MATERIAL PLASTIC LAMINATE EDGE ON 2 LAYERS OF 3/4" SUBSTRATE PLASTIC LAMINATE FINISH AT KNEE SPACE CONDITIONS VARIES FACE OF CABINET NOTE: REFER TO FINISH PLANS FOR COUNTERTOP MATERIAL OSOLID SURFACE Oj PLASTIC LAMINATE 4 1 1/2" =1'-0" 1 1/2" =1'-0" 2' - 5" SS-1 CASEWORK PL-1 WOOD BASE ®KITCHEN SECTION 1 1/2" =1'-0" — MIRROR UNDERMOUNT SINK QTZ-1 ©WC SINK SECTION DETAIL 1 1 /2" =1'-0" RECEIVEt) CITY OF 'i a:MLA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 6194 v' REGISTERED�T��z,,� A�CH� KARA M. AN ERSON STATE OF WASHINGTON 1 SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED .iAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE DESCRIPTION PROGRESS DATE: 02/06/20 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. 6 7 B 9 10 TI_Floor Level 02 Perron ALL WIRES\ TWISTED 3 TIt, AT EACH ATTACHMENT POINT (SCHEMATIC) STRUCTURE (2)12 GAGE WIRES AT 4'-0" OC MAX ALONG PARTITION S 4" PARTITION ATTACHMENT CLIP AT 4'-0" OC, MAXIMUM 11111111111111111111111111111111111111111111111111111111111 ACOUSTICAL CEILING FOAM TAPE TO PLUG gGAPS FAMT SUSPENSION TOP RACK, 20 GAGE MINIMUM, PAINT FLAT BLACK (SCHEMATIC) STRUCTURE 1mnlmnmml u 11r111111111111111111111111111 CASING BEAD OPTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES O PARTITION ORIENTED PARALLEL TO CEILING TEES PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM (WITH TEGULAR-EDGED TILES) D cYa w� 4 oz T METAL STUDS (PER ICC ES REPORT ESR-3064P), MAXIMUM HEIGHT 20-0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENERS: AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): PROVIDE (2) NO 8 X 1" WOOD SCREWS AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMIM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT CIP CONCRETE AND POST -TENSIONED CONCRETE FLOOR: PROVIDE HILTI X-U 0.157' DIAMETER POWDER -ACTUATED FASTENERS, EMBED 314" PER ESR-2269. 24" MAXIMUM OC STAGGERED FOR I LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE PTN-TO-FLR CONNECTION FOR SEISMIC SITUATIONS 3 3„ =1-0" EQ EQ EQ Ii EQ OTILE WITH LIGHT AND SPRINKLER HEAD 3" =1,-0„ ATTACHMENT OF SPLAY WIRES TO STRUCTURE: AT STEEL STRUCTURE: BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: EMBED THRICE -LOOPED WIRE EMBEDDED INTO CONCRETE (10" MINIMUM EMBEDDED LENGTH). OR CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH POWDER -ACTUATED FASTENERS. AT PRECAST OR POST -TENSIONED CONCRETE: CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH (2) 5/16 TAPCON SCREWS EMBEDDED 2" PER ESR-2202. AT OPEN WEB JOISTS OR TRUSSES: WIRE LOOPED AROUND BOTTOM CHORD. AT WOOD JOISTS (2" NOMINAL MINIMUM WIDTH): 114" DIAMETER X 3" LONG CLOSED -EYE SCREWS WITH 1" MINIMUM PENETRATION. OR (3) STAPLES MINIMUM ONTO LOOPED WIRE INTO SIDE OF JOIST. NOTE: LION ALL POWDER -ACTUATED FASTENERS HILTI PER ES REPORT ESR-2269. — SPRINKLER HEAD, SPEAKER, SENSOR, ETC.(WHEN OCCURS) LIGHT FIXTURE FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE. TYPICAL THROUGHOUT THIS DETAIL GENERAL NOTES: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK TO ALLOW 3/4" DEFLECTION. MAINTAIN DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 314" SHORT TO ALLOW 314" DEFLECTIOT AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 3/4" CLEAR SPACE TO ALLOW 3/4" DEFLECTION. DO NOT SCREW FINISH MATERIALS INTO TOP TRACK- FASTEN INTO STUDS ONLY APPLY OR PATCH FIREPROOFING (WHERE FIREPROOFING IS REQUIRED) AFTER INSTALLATION OF TRACK OR STRAPS AT PARTITIONS WITH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD 2" SHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT JOINT NEEDED TO ACHIEVE 3/4" DEFLECTION ACOUSTICAL SEALANT AND BOND BREAKER TAPE CASING BEAD, TYP �B— SEISMIC DESIGN CATEGORYAAND B: STEEL -ONLY DECK: NO 8 SCREWS AT 16" OC OR STEEL AND CONCRETE DECK: HILTI X-U 0.157" DIAMETER POWDER -ACTUATED FASTENERS AT 24" OC, EMBED 314" PER ESR-2269 SEISMIC DESIGN CATEGORYC, D, E, AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12" OC OR STEEL AND CONCRETE DECK: HILTI X-U 0.157" DIAMETER POWDER -ACTUATED FASTENERS AT 18" OC, EMBED 3/4" PER ESR-2269 ACOUSTICAL NON -ACOUSTICAL PARTITION, TYP / PARTITION, TYP 0 PARTITION PERPENDICULAR TO FLUTES OPARTITION OFFSET AND PARALLEL TO FLUTES CASING BEAD WHERE EXPOSED TO VIEW, TYPICAL 4" WIDE PLATE (20 GAGE MINIMUM) AT 48" MAXIMUM OC, WHERE NECESSARY FOR PARTITION ATTACHMENT FASTEN TRACK TO PLATE WITH (3) NO 8 SCREWS AT 48" MAXIMUM OC FASTEN PLATE TO STEEL -ONLY DECK WITH (2) NO 8 SCREWS EACH END OF PLATE OR TO STEEL AND CONCRETE DECK WITH (2) HILTI X-U 0.157" DIAMETER POWDER -ACTUATED FASTENERS, EMBED 3/4", MIN 4" SPACING PER ESR-2269 OPARTITION BETWEEN PARALLEL FLUTES ®INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE 2 3" =1'-0" IF FIREPROOFING IS REQUIRED FOR FLOOR ASSEMBLY RATING, PLACE ANCHORS FIRST OR REMOVE & PATCH FIREPROOFING AS REQUIRED MIN 250 LB ALLOWABLE LOAD it I/ REFERENCES ASTM E 580 5.2.7 & 5.2.8.3 STRUCTURAL CONCRETE SLAB MIN 3/8" X 2.25" EXPANSION BOLT 1 1/2" X 1 1/2" 12 GA. CEILING CLIP --- BRACING WIRE: 12 GA. SPLAYED BRACE WIRE - TIE TO STRAP W/ 3 TIGHT TURNS WITHIN 3" ®WIRE HANGER AT CONCRETE SLAB 3" =1'-0" E QS, ))p 41111111 41.1 O 2" MAX FROM MAIN RUNNER TO STRUT S 0 REFERENCE ASTM E 580 5.2.8 MIN 90 LB ALLOWABLE LOAD 0.157" DIA POWER ACTUATED FASTENER 12 GA. x 3/4"W STL CEILING CLIP 12 GA. HANGER WIRE - TIE TO CLIP W/ 3 TIGHT TURNS WITHIN 3" WIRE HANGER WIRE BRACES SPLAY WIRES AT 45 DEG TO CEILING PLANE ON ALL 4 SIDES PROVIDE 6" MIN CLEAR BETWEEN WIRES & UNBRACED DUCTS, PIPES, CONDUITS, ETC COMPRESSION STRUT HEAVY DUTY MAIN RUNNER PER ASCE 7#SEC.13.5.6.2.2 CROSS RUNNER ©LATERAL FORCE BRACING - DIRECT 1 3" =1'-0" 4. STRUT CONNECTION TO TIMBER 1" MIN. 3. STRUT CONNECTION TO STRUCTURAL STEEL 1/4" DIA. LAG SCREW 2x4 BLOCKING #10 SMS EACH SIDE AT LAP 2. STRUT CONNECTION TO CONCRETE OVER METAL DECK #10 SMS EACH SIDE AT LAP REFERENCE ASTM E 580 5.2.7 1. STRUT CONNECTION TO CONCRETE SLAB COMPRESSION STRUT AT RUNNER 3" =1,-0„ FIREPROOFING IF REQUIRED (2) 0.145" DIA. POWER ACTUATED FASTENER MIN LOADS EA IN 3/8" THICK STEEL. TENSILE STRENGTH Fu' 58ksi: TENSION 250, SHEAR 250 CUT FLANGES AND BEND #10 SMS EACH SIDE AT LAP (2) 3/8" EXPANSION ANCHOR 2-1/4" LONG FOR NOMINAL 2" EMBEDMENT. LOADS (EA) IN NORMAL WEIGHT CONCRETE fc 3000 psi: TENSION 961L8, SHEAR 1020LB MIN 20 GA STEEL DECK L 1-1/2 X 1-1/2 X 12 GA OR 162T125-16 (2) #10 S.M.S 3/8" EXPANSION ANCHOR 2-1/4" LONG. MIN LOADS: TENSION 604LB SHEAR 747LB CUT FLANGES AND BEND COMPRESSION STRUT BY 400S137-33 (20 GA) STUD TO 8FT OPTIONAL COMPRESSION STRUT 1 1/4" EMT (MIN. 0.061" THICK), GALVANIZED WITH 1-1/2" EMT SLEEVE. DETAIL PER 2013 CALIFORNIA BUILDING CODE STANDARD DETAIL CL3.20 WIRE HANGERS TIE TO RUNNERS WITH (3)TIGHT TURNS WITHIN 3", MIN. WIRE HANGERS TIE TO RUNNERS WITH (3)TIGHT TURNS WITHIN 3", MIN, COPE FLANGE OR FATTEN TO ALLOW INSTALLATION OF ACOUSTICAL TILE (2) 1/4" DIA. MACHINE BOLT, TYP. CEILING TILE RECEIVED CITY OF TUKWILA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 6194 REGISTERED RC T KARA M AV ERSON STATE OF WASHINGTON 1 l________ SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE 1 DESCRIPTION PROGRESS DATE: 02/06/20 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. 6 7 8 9 10 APC SEE P GYP BD-1 SEE RCP CONTINUOUS PERIMETER MOLDING FOR SEISMIC ZONE CATEGORIES D, E, F; DETAIL ILLUSTRATES PROPRIETARY ATTACHMENT INSTALL ATTACHED OR UNATTACHED PARALLEL TO MAIN WALL SIDES OF SIMILAR ATTACHMENT 20 GA STUD BRACE TO STRUCTURE EVERY 4'-0" O.C. ATTACH TO STRUCTURE ABOVE PER A2/— STUD GYPSUM WALLBOARD 2" X 2" LIGHT GAGE FRAMING ANGLE SUSPENDED CEILING TRANSITION O ®ACT TO GYP CEILING 3"=1'0„ REFERENCE ASTM E 580 5.3.3 DRYWALL SOFFIT ACOUSITICAL CEILING MAIN RUNNER CROSS RUNNER 2 -'uuuuiuuuuii:. cTc 0 Co z cc w 5, ®ACTTO GYP SOFFIT 3" =1'-0" REFERENCE ASTM E 580 5.2.9 OSEISMIC JOINT DIRECT HUNG 6 3„ =1'-0„ 12 GA. PRIMARY HANGER WIRE @ 4'-0" O.C. IN BOTH DIRECTIONS LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL, WHERE OCCURS 12 GA. SLACK WIRE AT OPPOSITE CORNERS OF LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL FROM CLAMPING DEVICE TO STRUCTURE ® MAIN RUNNER HANGER WIRE O SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LB/FT F DRYWALL SOFFIT ACT CEILING CEILING EDGE MOLDING SCREW ATTACH TO ONE SIDE ONLY WIRE HANGER CEILING METAL SUSPENSION SYSTEM CEILING EDGE MOLDING 0'-8"MAX. SEE NOTE NO. 1 BELOW 0' 0 191/256" 0 211/256" 1. OR WITHIN 1/4 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT REQ WHEN LENGTH OF END RUNNER IS 8" OF LESS REFERENCE ASTM E 580 5.2. MAY BE ALLOWED AS PART OF AN ENGINEERED SYSTEM PROVIDE ICC-ES REPORT 1308 REFERENCE ASTM E 580 5.3.3 MAIN RUNNER 12 GA. PRIMARY HANGER WIRE @ 4'-0" O.C. IN BOTH DIRECTIONS LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL, WHERE OCCURS — 12 GA. SUPPLEMENTAL HANGER WIRE AT LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL AT CORNERS UNSUPPORTED BY MAIN RUNNER 12 GA. SLACK WIRE AT OPPOSITE CORNERS OF LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL. FROM CLAMPING DEVICE TO STRUCTURE CROSS RUNNER ® MAIN RUNNER HANGER WIRE O SUPPLEMENTAL HANGER WIRE G SAFETY WIRE (SLACK) ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LB/FT 4'-0" 1163164" MAIN RUNNER — CROSS RUNNER 111, LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL WHERE OCCURS 12 GA. PRIMARY HANGER WIRE AT 4'-0" O.C. IN BOTH DIRECTIONS 12 GA. SUPPLEMENTAL HANGER WIRE AT LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL AT CORNERS UNSUPPORTED BY MAIN HANGER 12 GA. SLACK WIRE AT OPPOSITE CORNERS OF LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL FROM CLAMPING DEVICE TO STRUCTURE ( I 0 MAIN RUNNER HANGER WIRE O SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) REFERENCE ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LB/FT ASTM E 580 5.3.3 SUPP HANGER @ 2X2 ONE SIDE/MAIN RUNNER ® SUPP HANGER @ 2X4 / TO MAIN RUNNER 1' 3/4" =-0" 3/4" = REFERENCE ASTM E 580 5.2.8.5 OSPRINKLER HEAD 3" =1-0" PROPRIETARY SEISMIC CLIP SYSTEM ATTACH THROUGH SLOT WIRE HANGER MAIN OR CROSS RUNNER ACOUSTICAL PANEL CEILING EDGE MOLDING FACE OF FINISH ACOUSTIC 1" MIN. PANEL OVERSIZE RING, SLEEVE OR ADAPTER TO ALLOW A MINIMUM OF 1" OF FREE MOVEMENT ALL AROUND SPRINKLER HEAD STABILIZATION SHALL OCCUR WITHIN 24" MAX OF EACH WALL 4 O' - 8" MAX SEE NOTE ND. 1 BELO 0 3/4" MIN. 2" MIN 4' Illlilillll 41IIIi:.- 1.OR W/ IN 1/4 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT REQ WHEN LENGTH OF END RUNNER IS 8" OF LESS REFERENCES ASTM E 580 5.2.5 FIGURE 6 & 5.2.6 O SUPP HANGER 2X4 PERP TO MAIN RUNNER 1 PERIMETER UNATTACHED - PROPRIETARY 9 11 PERIMETER UNATTACHED 314" = l'-0" REFERENCES ASTM E 580 5.2.6 EDGE TO WIRE HANGER - 8" MAX HANGER WIRE- SUPPORT EACH MAIN OR CROSS RUNNER INDEPENDENTLY MAIN OR CROSS RUNNER IES - SEE RCP 13 CEILING WITH FREE END 3" =1'-0" ADJACENT CEILING OR SOFFIT CONDITION EXTRUDED ALUMINUM CLOUD PERIMETER TRIM MAIN OR CROSS RUNNER ACOUSTICAL PANEL WIRE HANGER SEISMIC STABILIZER BAR OR MECHANICALLY CONNECTED CROSS RUNNER MAIN OR CROSS RUNNER ACOUSTICAL PANEL CEILING EDGE MOLDING FACE OF FINISH C II lb.II '1 LI A 0 1 II 1. LI P. I B ill i 1; I C D C I I I 1 ) O• I C a REFERENCE ASTM E 580 5.3.3 MAIN RUNNER ROSS RUNNER GA. PRIMARY HANGER WIRE AT 0" O.C. IN BOTH DIRECTIONS GHT FIXTURE, HVAC DEVICE, CCESS PANEL WHERE CCURS / GA. SUPPLEMENTAL HANGER WIRE GHT FIXTURE, HVAC DEVICE, ACCESS NEL AT ALL CORNERS UNSUPPORTED MAIN HANGER GA. SLACK WIRE AT OPPOSITE IRNERS OF LIGHT FIXTURE, HVAC VICE, ACCESS PANEL FROM AMPING DEVICE TO STRUCTURE AIN RUNNER HANGER WIRE UPPLEMENTAL HANGER WIRE AFETY WIRE (SLACK) FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LB/FT SUPP HANGER ODD SIZE ANY LOCATION 3/4" =1'-0" RECEIVED CITY OF TUKWILA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 -4th Floor WA 98168 sabey.com 619E REGISTERED I T M�RSON `K STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions r MARK DATE 1 DESCRIPTION PROGRESS DATE: 02/06/20 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 - DIRECT HUNG 1 2 4 6 7 9 10 POLYCARBONATE TRIM, GLASS TO GLASS JUNCTION TYPICAL BUTT JOINT AT INTERIOR GLASS PARTITION 3" =1'-0" ALUMINUM FRAMED GLASS STOREFRONT BY OTHERS ANODIZED BLACK FINISH SCHEDULED FLOOR FINISH -1B TYPICAL SILL @ INTERIOR GLASS PARTITION ALUMINUM FRAMED GLASS STOREFRONT CORRIDOR 0' - 6 3/l6" MAX PARTITION PER PLAN TYPICAL JAMB INTERIOR GLASS PARTITION 3" =1'-0" PARTITION AS SCHEDULED BRACE TO STRUCTURE ON NON -EXPOSED SIDE AS REQUIRED PARTITION PER PLAN COORDINATE HEIGHT WITH GLASS SUPPLIER CORNER BEADING ALUMINUM FRAMED GLASS STOREFRONT BY OTHERS TYPICAL HEAD @ INTERIOR GLASS PARTITION 3" =1'-0" 5/8" GYP BD, 1 LAYER EA SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS A AI_ A2_ A3_ N A4_ N A5_ E- A6_ N A7_ N AB_ m 1-HR RATED WITH GYP BD TO STRUCTURE ABOVE Q . 46 Q . , 40- C 47 Q 40. C ,'47 CD 40 ABS. 48 NO RUCDWITHABOVE GYP BD //,����\ �IiW� 39 0 46 4 40 a 47 40 CD 47 0 , 40 a - 48 NON -RATED WITH GYP BD TO 6" ABOVE CEILINGNON- (1)49 V�7 VSi7- 0 0 CD CD TO FINISHED ED UCEILINGTH STUDS B GYP BD fl),., 45) . , CO , , ,, 0 `ice 0 , . . PARTIAL HEIGHT PARTITION. SEE FLOOR PLANS FOR HEIGHTS. 400) A24 CD A54A84: STUD SIZE 21/2" 21/2" 35/8" 35/8" 4" 4" 6" 6" BASIC PARTITION THICKNESS 3 3/4" 3 3/4" 4 7/8" 4 7/8" 5 1/4" 5 1/4" 7 1/4" 7 114" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES U494 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 5/8" GYP BD-2 LAYERS BD. EACH SIDE WITH OVERLAPPING JOINTS. SEAL OUTER LAYERS WITH ACOUSTICAL CAULK. STEEL STUDS STAGGERED SOUND ATTENUATION BLANKET WHERE SCHEDULED 6" STEEL STUD TRACK NOTE USE PUTTY PADS ON ALL BOXES AND OUTLETS IN WALL SYSTEM BBl B2_ N B3_ N B4_ s B5_ B6 w B7 I B8_ co l-HR WITH GYP TOR RUCTDUREABOVEBD CD - - 51 .0 42 laid - 53 Q .. - 42 860 ' 53- CD 44 ti7 - 54' NON-RATETO STRUCTURE DWITH ABOVEGYP BD .,. 41 �i O -;"-, 5T 0 : 42 Q -53, CD 42 CD' - 53 44- CD 54 NON -RATED WITH GYP BD TO 6" ABOVE CEILING art:.,. 0 0 662 . NON -TO FINISHED ED WITH UDS 8 GYP BD ..,. ._ 0 .:" ,,, CD CD PARTIAL HEIGHT PARTITION. SEE FLOOR PLANS FOR HEIGHTS. >, 63A:.., 844" 854 0., B$4' STUD SIZE 21/2" 21/2" 3 5/8" 3 5/8" 4" 4" 6" 6" BASIC PARTITION THICKNESS 4 3/8" 43/8" 5 1/2" 51/2" 5 7/8° 5 7/8" 81/2" 81/2" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES U494 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 5/8" GYP BD, 2 LAYERS WITH OVERLAPPING JOINTS. SEAL OUTER LAYERS WITH ACOUSTICAL CAULK. EXISTING STEEL STUD NEW SOUND ATTENUATION BLANKET IN EXISTING FRAMING REMOVE EXISTING GYP. BD. FROM EXISTING WALL NEW STEEL STUD FRAMING 1" FROM EXISTING WALL SOUND ATTENUATION BLANKET IN NEW FRAMING C NOTE: USE PUTTY PADS ON ALL BOXES AND OUTLETS IN WALL SYSTEM C1_ 1-- C2_ C3 C4_ .i C5_ °.C6_ +-,.C7 . C8_ ' "(..> RATED2-HR WITH GYP TO STRUCTURE AB ABOVE 49 CID:.. 55 �iY 48 C40 57 AS'i'/ 48" 57; Q 50 '"+ `58 NON -RATED WITH GYP BD TO STRUCTURE ABOVE 020 49 ED. " 55 0 48 Cis- s. 57 0 48 Q 57. ' 68 Q 58 STUD SIZE 2 1/2" 2 1/2" 3 5/8" 3 5/8" 4" 4" 6" 6" BASIC PARTITION THICKNESS 5" 5" 61/8" 61/8" 61/2" 61/2" 8 1/2" 8 1/2" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) UL DES U411 UL DES U411 UL DES U411 UL DES U411 UL DES U411 UL DES U411 UL DES U411 UL DES U411 5/8" GYP BD, 1 LAYER ON SYMBOL SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS D META FLAT STRAP LATERAL BRACING AS REQUIRED D1_ g- D2_ g D3_ N D4_ a�i D5_ Ti D6_ N D7 g D8_ N D9_ NON -RATED WITH GYP BD TO STRUCTURE ABOVE 2Z 0 29 0 27 0 30 D61 3� 7 31 CD - 26 TO 6" ABOVE CEILING NON -RATED IP BD 2) 0 0 00 f 0 0 NON -RATED WITH STUDS & GYP BD TO FINISHED CEILING 0 :. CD: b43 . CO . — E / �i6 ,.... D83 ' - CO STUD SIZE 21/2" 21/2" 3 5/8" 3 518" 4" 4" 6" 6" 1 1/2" BASIC PARTITION THICKNESS 3 1/8" 31/8" 41/4" 4 1/4" 4 5/8" 4 5/8" 6 5/8" 6 5/8" 2 1/8" ACOUSTICAL INSULATION - YES - YES - YES - YES YES PARTITION TYPES GENERAL NOTES 1. REFER TO FLOOR PLAN SERIES All FOR LOCATION OF PARTITION TYPES. ALL PARTITIONS ARE TYPE " A61" UNLESS NOTED OTHERWISE. NOT ALL PARTITION TYPES SHOWN ARE USED. PARTITION TYPE TAG (AS SHOWN ON PLANS IN All 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 3/4" 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 4/A61-50 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 6/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". 05Le RECEIVED CITY OF TUKWLA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6lB4' REGISTERED RC .�►I T I I YYtw►AAv% KA M. N E AT SPATE OF WASHINGTONTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK DATE I DESCRIPTION PROGRESS DATE: 02/06/20 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 A61-01 2 3 4 5 6 7 8 9 10 Sitti etiti i TYPICAL WALL CONSTRUCTION SUSPENDED CEILING PER T.I. PROVIDE NEW GYP. BOARD HEAD AT TOP OF WINDOW DEMO SIGHT OBSCURING FILM ON INSIDE FACE OF EXTERIOR GLAZING REMOVE EXISTING FRAMING AND DRYWALL AT WINDOWS PROVIDE NEW GYP. BOARD SILL AT BOTTOM OF WINDOW TYPICAL WALL CONSTRUCTION WINDOW SILL AND HEAD 3/4" =1-0" FOLDED 20 GUAGE STEEL, PAINT TO MATCH MULLION 5/8" GYP BD, 1 LAYER EA SIDE SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS J ONEW WALL / WINDOW MILLION 3" =1'-0" EXISTING WINDOW SYSTEM 112" X (WIDTH OF MULLION) BLACK FOAM TAPE COMPRESSED TO MULLION BY STUD NOTE: DO NOT SCREW INTO MULLION OR, SILL ETAL CORNER BEAD, JOINT COMPOUND BREAK METAL PAINTED TO MATCH MULLION RECEIVED CITY OF TUKWILA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int. Blvd Seattle, 206.281.8700 -4th Floor WA 98168 sabey.com 67 REGISTERED ,"yyVVl CHI '" KARA M. NDERSON STATE OF WASHINCTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE. W EST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06120 Tenant Revisions MARK I DATE I DESCRIPTION PROGRESS DATE: 02/06/20 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. 6 7 8 9 10 LINE OF STRUCTURE MINERAL FIBER PACKING DO NOT ATTACH GYP BD TO ACOUSTICAL DEFLECTION TRACK SEALANT, BOTH SIDES 2 LAYERS-5/8" GYP BD NON-STRUCTURAL METAL FRAMING 2 1/2" SOUND ATTENUATION BLANKET 1 LAYER - 5/8" GYP BD DEFLECTION TRACK WITH 3" LONG OUTER LEGS 2 LAYERS 5/8" GYP BD NON-STRUCTURAL METAL FRAMING 3" SOUND ATTENUATION BLANKET K' JNO BRACING PERMITTED WITHIN 1" AIR SPCE 0 ACOUSTICAL PARTITION @ HEAD (STC 64) 1 1/2" =1'-0" j ACOUSTICAL PARTITION (TYPE U SIM) HEAD DETAIL - PACK WITH MINERAL FIBER ACOUSTICAL SEALANT AND BACKER ROD U ,A ®ACOUSTICAL PARTITION SECTION 1 1/2" =1'-0" I PIPE PENETRATION THRU NON RATED CONCRETE/CMU NUMBER OF LAYERS OF 5/8" GYP BD PER PARTITION TYPE FLOOR O1 1/2" =1-0" I BOTTOM OF METAL STUD WALL NON-STRUCTURAL METAL FRAMING SOUND ATTENUATION BLANKET (THICKNESS, STC PER PARTITION TYPE) NUMBER OF LAYERS OF 5/8" GYP BD PER PARTITION TYPE (GYPSUM SHAFT LINER BOARD PER PARTITION TYPE AT SIM) ACOUSTICAL SEALANT, BOTH SIDES (FIRE-RESISTANT RATED SEALANT BOTH SIDES AT SIM) ACOUSTICAL PARTITION FLOOR O1 1/2" =1'•0" I @ BRACING WHEN PARTITION EXCEEDS MAXIMUM HEIGHT ALLOWED BY STUD MFR MINERAL FIBER PACKING HEAD DEFLECTION ASSEMBLY MAXIMUM UNBRACED HEIGHT AS FLOOR PARTITION SECTION NON-STRUCTURAL METAL FRAMING SECURED TO STRUCTURE ABOVE CONTINUOUS HORIZONTAL NON- STRUCTURAL METAL FRAMING REQUIRED WHEN GYP BD DOES NOT EXTEND TO STRUCTURE. SIZE AND NUMBER DEPENDS ON PARTITION HEIGHT 5/8" GYP BD EXTENDS TO 6" MIN ABOVE FINISHED CEILING SCHEDULED CEILING SCHEDULED PARTITION ACOUSTICAL SEALANT, BOTH SIDES BRACING ANCHORED TO STRUCTURE O1 1/2" =1'-0" I WHERE GYPSUM BOARD STOPS AT THE CEILING LINE OF 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 ACOUSTICAL PARTITION @ CEILING TOP FINISH MATERIAL PER INTERIOR ELEVATION EL VARIES RE: PLANS ® 1 1/2" =1'-0" ( HEAD DTL PARTIAL HEIGHT WALL HEAD PLAN SILL 1I II 1 PARTITION SECTION 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 1 LAYER 5/8" GYP BD (EA SIDE) 2" X 2" X 1/4" STEEL TUBE @ 4'-0" ON CENTER NON-STRUCTURAL METAL FRAMING INFILL BETWEEN STEEL TUBES PER DELEGATED DESIGN NON-STRUCTURAL METAL FRAMING 1/2" STEEL PLAN EXPANSION BOLTED TO FLOOR STRUCTURE SEALANT (EA SIDE) FLOOR O1 1/2" =1'-0" I PARTITION INTERSECTIONS AND GYP CONTROL JOINTS JOINT -------- REINFORCEMENT PARTITION INTERSECTION NON-STRUCTURAL METAL FRAMING GYP BOARD --- ACOUSTICAL SEALANT SOUND ATTENUATION BATTS ACOUSTICAL SEALANT NON-STRUCTURAL METAL FRAMING MINERAL FIBER PACKING (3# - 6# DENSITY) METAL CONTROL JOINT NON-STRUCTURAL METAL FRAMING ACOUSTICAL SEALANT SOUND ATTENUATION BATTS PARTITION -WALL INTERSECTION 5/8" GYPSUM BOARD METAL CONTROL JOINT SOUND ATTENUATION BATTS CONTROL JOINT ACOUSTICAL PARTITION PLAN DETAILS SEAL VOIDS FROM OUTSIDE AND COVER BOX WITH 1/8" ACOUSTICAL PUDDY PAD CUT GYP BD TO ALLOW 1/4" 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. CI 1 1/2" =1'-0" I BACK BOX INSTALLATION DETAIL @ NON -FIRE RATED PARTITION ACOUSTICAL PARTITION PLAN DETAIL LINE OF STRUCTURE 5/8" GYP BD ON BOTH SIDES EXTENDS TO 6" ABOVE FINISHED CEILING NON-STRUCTURAL METAL FRAMING 0 1 1/2" =1'-0" I NON -RATED W/ GYP BD TO 6" ABOVE CEILING MINERAL FIBER PACKING DEFLECTION TRACK WITH 1" EXPANSION AT STRUCTURE SOUND ATTENUATION BLANKETS AT SIM WHERE LOCATED ON REFLECTED CEILING PLAN z SCHEDULED CEILING SOUND ATTENUATION BLANKETS (THICKNESS PER PARTITION TYPE) EXTEND FROM FLOOR TO STRUCTURE ABOVE ACOUSTICAL PARTITION @ CEILING CIECEIVEr CITY OF tiIL�1 FEB 0 7 2020 PERMIT CENTER r Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 r y - 4th Floor WA 98168 sabey.com 6194 REGISTERED A CH KARA M. A DERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED -Oi CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE 1 DESCRIPTION PROGRESS DATE: 02/06/20 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. 2 3 4 5 6 7 8 10 DOOR SCHEDULE SABEY_DOOR MTL SABEY_DOOR FIN SABEY_DOOR GLZ SABEY FRAME MTL SABEY FRAME FIN DOOR SCHEDULE MARK DOOR REMARKS DOOR NO ROOM NAME SIZE TYPE W HT THK 202 CORRIDOR 3'-0" 8' 0' 0'-13/4" SL WD PT-1 GLASS HM PT-1 2' SIDELIGHT, PROVIDE KEY CARD ACCESS 203 MARKETING 6-0" 7'-0" 0'-2" DAG GL-1 PT-1 GLASS MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 204 PHONE 3'-0" 8'-0" 0'-01/2" FG GL-1 PT-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 207 OFFICE 3'-0" 8'-0" 0'-01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 2076 LIBRARY HUDDLE 3'-0" 8'-0" 0'-01/7 E GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 208 OFFICE 3'-0" 8'-0" 0'-01/2" FG GL-1 GL-1 GL-1 MFG ELK ALLSTEEL, BEYOND WALL SYSTEM 209 OFFICE 3' - 0" 8' - 0" 0' - 01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 210 OFFICE 3'-0" 8'-0" 0'-01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 211 OFFICE 3' - 0" 8' - 0" 0' - 01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 212 OFFICE 3' - 0" 8' - 0" 0' - 01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 213 OPEN WORKSTATIONS 3'- 0' 8' - 0" 0' -13/4" SL WD PT-1 GLASS HM PT-1 2' SIDELIGHT, PROVIDE KEY CARD ACCESS 214 HUDDLE 3'-0" 8'-0" 0'-01/2" E GL-1 GL-1 GL-1 MFG ELK ALLSTEEL, BEYOND WALL SYSTEM 215A WOMEN'S LOCKER 3' - 0" 7' - 0" 0' -1 3/4" F WD PT-1 - HM PT-1 PROVIDE KEY CARD ACCESS 215E MEN'SLOCKERS 3'-0" 7'-0" 0'-13/4" F WD PT-1 - HM PT-1 PROVIDE KEY CARD ACCESS 216 SHOWER 3'-0" T-0" 0'-13/4" F WD PT-1 - HM PT-1 LOCK, PRIVACY INDICATOR 217 QUIETRM 3'-0" 7'-0" 0'-13/4" F WD PT-1 - HM PT-1 PROVIDE KEY CARD ACCESS 218 SHOWER 3'- 0" 7' - 0" 0'-13/4" F WD PT-1 - HM PT-1 LOCK, PRIVACY INDICATOR 219 WELLNESS 3' - 0" 7' - 0" 0' -1 3/4" F WD PT-1 - HM PT-1 PROVIDE KEY CARD ACCESS 220 CONSULT 3'-0" 7'-0" 0'-13/4" F WD PT-1 - HM PT-1 - 222 IT 6' - 0" 8' - 0" 0' -1 3/4" F WD PT-1 - HM PT-1 PROVIDE KEY CARD ACCESS 223 LOUNGE 3' - 0" 7' - 8" 0' -1 3/4" SL WD PT-1 GLASS HM PT-1 PROVIDE KEY CARD ACCESS; SIDELIGHT ON BOTH SIDES Grand total: 21 DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS TO ALIGN TO 8' DATUM LINE. 2. PRESERVE AND PROTECT ALL DOORS WHERE DEMOLITION OCCURS TO BE REUSED. DOOR TYPES FLUSH F STATIONARY FULL GLASS FULL GLASS FG DAG SEE DOOliSCHED. a SLIDING MIN 32" E '' OPENING SIDELIGHT SL DOOR SCHEDULE ABBREVIATIONS GENERAL ABBREVIATIONS: AL ALUMINUM HM HOLLOW METAL MFG REFER TO MANUFACTURER PLAM PLASTIC LAMINATE FACED DOOR PT PAINTED FINISH WD SOLID CORE WOOD T TEMPERED GLASS fECr!VE)i CITY OF TUKWILA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com \6194 REGISTERE 51HVd-- KKATATM.DaEROSNONN \ STATE OF WASHINCTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED coF CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE 1 DESCRIPTION PROGRESS DATE: 02/06/20 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. 5 6 7 8 9 10 oKcetSabey HQ 2nd & 4th Floor Remo Finish Schedule KEY NAME DESCRIPTION MANUFACTURER SIZE STYLE TYPICAL LOCATION COMMENTS ACOUSTIC CEILING PANEL ACP-1 ACOUSTIC CEILING SYSTEM ARMSTRONG 2' X 2' ULTIMA, BEVLED TEGULAR 9/16' 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) W/ OPAQUE WHITE FINISH SEE RCP PAINT CROSS PIECE BACKER PT-1 ACP-2 ACOUSTIC CEILING SYSTEM WITH CONCEALED GRID ECOPHON FOCUS Ds 2' X 6' AKUTEX FT WHITE FROST SEE RCP CARPET CPT-1 GENERAL CARPET INTERFACE 25cm x 1 m BROWNSTONE- SECOND 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, COI GL-2 GLASS WHITE BOARD CLARUS 4' X 8' WHITE BACKPAINTED GLASS CONF ROOMS METAL M-1 PAINT RECEPTION DESK BASE RECPTION DESK PT-1 GENERAL PAINT BENJAMIN MOORE CLOUD WHITE 967- EGGSHELL GENERAL WALLS PT-2 ACCENT PAINT BENJAMIN MOORE SLATE TEAL- 2058-20 PLASTIC LAMINATE PL-1 PLASTIC LAMINATE PIONITE MERCURY SG204, SUEDE KITCHEN PL-2 PLASTIC LAMINATE WILSON ART DESIGNER WHITE D354-60 MATTE FINISH GENERAL CABINETS PL-3 PLASTIC LAMINATE LAMIN-ART #3056-VT MYSTIC WOOD VELVA TEX FINISH SEE ELEVATION RUBBER TILE RT-1 RUBBER TILE PLITEQ 24" X 24" GENIEMAT FIT30, GREY WELLNESS SOLID SURFACE SS-1 QUARTZ COUNTERTOP CAESERSTONE 4011 CLOUDBURST CONCRETE COUNTERTOPS TILE T-1 ACCENT TILE FIRECLAY RANDOM MIX COLORS- FROST (V2), CRATER LAKE (V3),NAVY BLUE- OGEE DROP KITCHEN BACKSPLASH SEE DIAGRAM PROVIDED BY FIRECLAY TILE FOR INSTALLATION T-2 ACCENT TILE WALKER ZANGER 16X32 DEEP BLUE CHEVRON 4D BATHROOM ACCENT OPTION 1 T-3 GENERAL TILE TBD TBD BATHROOM TILE BASE TBD BASED ON SABEY SELECTION T-4 FLOOR TILE EUROWEST 30" X 30" ARIOSTEA ULTRA ICEMENITI- IRON BATHROOM FLOORING T-5 ACCENT TILE STONE SOURCE 3"X12" L LUCE DI CERAMICA- WHITE MATTE NAVY BLUE- STACK BOND VERTICAL SHOWERS FIREPLACE OPTION 1 OPTION 2 T-6 ACCENT TILE FIRECLAY T-7 ACCENT TILE ANN SACKS 2" X 8" SAVOY- COLOR CHALK, DESIGN- RIBBED- STACK BOND VERTICAL FIREPLACE OPTION 2 TOILET PARTITION TP-1 TOILET PARTITION GLOBAL ULTIMA PRIVACY TOILET PARTITIONS, COLOR: WHITE BATHROOM PARTITIONS WALL COVERING WC-1 CORK WALL SUSTAINABLE MATERIALS N/A BLUE- CORK STRIPS ORGANIC BLOCKS PHONE ROOMS WC-2 WALL COVERING CARNEGIE N/A ELITE (6412)- STYLE 13 (BLUE) BOOKCASE OPTION 1 WC-3 WALL COVERING CARNEGIE N/A ELITE (6412) -STYLE 20 (GREIGE) BOOKCASE OPTION 2 WINDOW SHADES WS-1 INTERIOR SHADES MECHO THERMOVEIL IN 1519 SILVER BIRCH, 3% OPENNESS WINDOWS WS-2 INTERIOR BLACK OUT SHADES MECHO CLASSIC BLACKOUT 0700, COLOR WHITE 0701 WINDOWS WOOD WD-1 WOOD FLOORING KENTWOOD 91/2" x 3/4"x PETRA- BRUSHED OAK RECEPTION FLOORS 83" WOOD VENEER WV-1 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 A13-01 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 WALUCEILING: 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. 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-11 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 RECEIVED CITY OF TUKWILA FEB 07 2020 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 61s4 REGISTERED � AHI EECT�� KARA M. AND RSOE N STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 l•urt REVIEVVEL CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE 1 DESCRIPTION PROGRESS DATE: 02/06/20 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 6 7 8 9 10 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX ADDMONAL A AC ACC ACP ACST AD ADDM ADJ AFF AHU ALT ALUM ANOD APPROX APT ARCH AUTO AV AWP BB BD BLDG BLKG BO EDT BRG BRZ BSMT BUR CAB CB BREVIATIONS ARE DEFINED IN LEGENDS SPHALTIC CONCRETE CCESSIBLE COUSTICALCEIUNGPANEL COUSTICAL REA DRAIN DDENDUM DJUSTABLE ROVE FINISHED FLOOR IRHANDUNGUNIT LTERNATE LUMINUM NODZED PPROXIMATE PARTMENT RCHITECT, ARCHITECTURAL UTOMATIC UDID VISUAL COUSTTCAL WALL PANEL(S) ULLETINBOARD OARD UILDING LOCKING OTTOM OF OTTOM FARING RONZE ASEMENT UILT UP ROOFING ABINET ATCH BASIN THROUGHOUT D NCL NFO NSUL NT WD JAN JT KITKITCHEN L LAM LAU LAV LT LTG MAS MAIL MAX MECH MED MEMB MEZZ MGT MFL MFR MH MIN MISC THE DRAWING SET. NSIDE DIAMETER NCLUDE, INCLUDING NFORMATION NSULATE,INSULATION NTERIOR NDIRECT WASTE DRAIN JANITOR JOINT LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MAXIMUM FORESEEABLE LOSS MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS ARCHITECT I DESIGNER: PLUMBING ENGINEER: AOO-01 COVER SHEET AND PROJECT INFORMATION A00-02 NOTES AND SPECIFICATIONS AOO-03 SITE PLAN A00-04 LIFE SAFETY PLAN A04-02 DEMOLITION PLAN - LEVEL 02 A10-02 FLOOR PLAN- LEVEL 02 A10-04 REFLECTED CEILING PLAN - LEVEL 02 A13-01 INTERIOR FINISH PLAN - LEVEL 02 A15-01 FURNITURE PLAN - LEVEL 02 FOR REFERENCE ONLY A43-01 ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS A45-01 INTERIOR ELEVATIONS A50-01 ARCHITECTURAL WOODWORK DETAILS A50-02 ARCHITECTURAL WOODWORK DETAILS A50-03 ARCHITECTURAL WOODWORK DETAILS A51-01 TYPICAL SUSPENDED CEILING DETAILS A51-02 TYPICAL SUSPENDED CEILING DETAILS - DIRECT HUNG A61-01 INTERIOR PARTITION TYPE CHARTS A61-50 INTERIOR PARTITION DETAILS A62-01 DOOR SCHEDULE A64-01 INTERIOR FINISH SCHEDULE AND LEGEND SABEY ARCHITECTURE TBD- BidderDesignBuddbyG.C. 12201 TUKWILA INTL BLVD, FOURTH FLOOR SEATTLE, WA 98168 TEL: (206) 281-870D FAX: (206) 262-9951 MECHANICAL ENGINEER: BUILDING SECTION INDICATOR WALL SECTION INDICATOR CONTACT: KARA ANDERSON TBD • Bidder Design Build by G.C. EMAIL KARAA@SABEY.COM BUILDING OWNER: e INTERNATIONAL GATEWAY WEST LLC ELECTRICAL ENGINEER: �i �� I I ENLARGED DETAIL INDICATOR -- i SECTION DETAIL INDICATOR 12201 TUKWILA INTL BLVD, FOURTH FLOOR TBD- Bidder Design Build by G.C. S ATrLE, WASUTE8 TEL: (206) 281-8700 FAX:(206)282.9951 CONTACT: SARAH MARQUES FIRE I LIFE SAFETY ENGINEER: EMAIL SARAHM@SABEY.COM TBD - Bidder Design Build by G.C. GENERAL CONTRACTOR: Q ©�© TH 12201TUKWFIREIEMERGENCYSYSTEMPERMITS SEATTLE,WA98168 ILAINTLBLVD,FOURFLOOR PLUMBING, MECHANICAL, ELECTRICAL,NT TEL:(206)281-8700 UNDER SEPERATE SUBMITTALS. FAX: (206) 282-9951 CONTACT: DOUG GARDNER EMAIL: DOUGG@SABEY.COM EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR MATCH UNE _ _ _ SEE XX/A-XXX MATCH LINE INDICATOR Q DRAWING REVISION INDICATOR PROJECT ADDRESS ® x.x I EXISTING COLUMN GRIDUNE INDICATOR I GI 0CER I NEW COLUMN GRIDUNE INDICATOR CEM CH CI CJ CIP CL CLG CLO CLR CMU CO COL COMM CONC CONN CONSTR CONT CORR CPT CSWK CTR CU D DEL DEMO DET DF DR DLAG DIM DIV DMPF ON DS DR DW DWG DWR E EAST EIFS EXTERIOR FINISH EJ EL ELEVATION ELEC ELECTRIC, ELEV ELEVATOR ENCL ENCLOSE, EP ELECTRIC EQ EQUAL EQUIP EQUIPMENT ESCAL ESCALATOR EXH EXHAUST EXP EXPANSION, -EXIST EXISTING FA FIRE FCIO FURNISHED INSTALLED FD FLOOR FDC FIRE CONNECTION FDTN FOUNDATION FE FIRE FEC FIRE CABINET FH FIRE FTIC FIRE FIG FIGURE FIN FINISH, FLEX FLEXIBLE FLR FLOOR, FLUOR FLUORESCENT FO FACE FOIC FURNISHED INSTALLED FP FIRE FR FRAME FRMG FRAMING FRT FIRE FT FOOT, FTG FOOTING FLIT - FUTURE FVC FIRE FWC FABRIC FWP FABRIC GA GAGE GALV GALVANIZED GEN GENERAL GFRC GLASS REINFORCED GFRG GLASS REINFORCED GFRP REINFORCED GL GLASS GYP GYPSUM GYP BD GYPSUM H HIGH HCWD HOLLOW HD HAND HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW HOLD HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, EMENT,CEMENTMOUS MO MASONRY OPENING ERAMIC MS MOP SINK ORNER GUARD MTD MOUNTED OAT HOOK MTL METAL AST IRON MVBL MOVABLE ONTROL JOINT N NORTH AST -IN -PLACE ENTERUNE NIC NOT IN CONTRACT EIUNG NO NUMBER LOSET NOM NOMINAL LEAR NTS NOT TO SCALE ONCRETE MASONRY UNIT OC ON CENTER LEAN OUT, CASED OPENING OH OVERHEAD OLUMN OMMUNICATION OD OUTSIDE DIAMETER ONCRETE OPNG OPENING ONNECTION, CONNECT OPP OPPOSITE ONSTRUCTION ORD OVERFLOW ROOF DRAIN ONTINUOUS, CONTINUEOTS OPEN TO STRUCTURE ABOVE ORRIDOR ARPET ASEWORK PBD PARTICLEBOARD ENTER PRCST PRECAST UBIC . PD PLANTER DRAIN PERP PERPENDICULAR EEP, DEPTH PLAM PLASTIC LAMINATE OUBLE PLAS PLASTER EMOLISH, DEMOLITION PLYWD PLYWOOD ETAIL PNL PANEL RINKING FOUNTAIN PL PROPERTY LINE PR PAIR IAGONAL, DIAGRAM PRKG PARKING IMENSION PROP PROPERTY NIDE, DMSION PT PAINT, POINT, PRESSURE TREATED AMPPROOF, DAMPPR00FING PIN PARTITION OWN R RADIUS, RISER DRESSINGROOM . REFLECTED CEILING PLAN OWNS OUTRCP ISHWASHER RD ROOF DRAIN, ROAD RAINING REF REFER TO, REFERENCE RAWER REF REFRIGERATORREINE READ REQU REDED, REINFORCING INSULATION AND REV REVISED, REVISION. SYSTEM RFG ROOFING PANSION OM RTRIGHT JOINT RM G RQ ROUGH OPENING ELECTRICAL ENCLOSURE S SOUTH, SPANDREL PANEL SCWD SOLID CORE WOOD SCHED SCHEDULE SD STORM DRAIN SECT SECTIONSAFETY SG GLASS SGL SINGLE EXPOSED SHT SHEET SHTHG SHEATHING SIM SIMILAR ALARM SPEC SPECIFICATION BY CONTRACTOR/ SPKLR SPRINKLER BY OWNER SPKR SPEAKER DRAIN SQ SQUARE DEPARTMENT SS SERVICE SINK SST STAINLESS STEEL STC SOUND TRANSMISSION CLASS EXTINGUISHER STD STANDARD EXTINGUISHER STL STEEL STOR STORAGE HYDRANT STRUCT STRUCTURAL HOSE CABINET SUSP SUSPENDED T TREAD, TEMPERED TUG TONGUE AND GROOVE FINISHED TEL TELEPHONE TEMP TEMPERATURE, TEMPORARY FLOORING TER TERRAllO THK THICK, THICKNESS OF, FINISHED OPENINGTHENCE BY OWNER/ BY CONTRACTOR TO TOP OF PROTECTION, FIREPROOF TSTAT THERMOSTAT FIRE RATED TV TELEVISION TYP TYPICAL RETARDANT TREATED WC UNDER COUNTER FEET UGND UNDERGROUND UNFIN UNFINISHED HOSE VALVE CABINET UON UNLESS OTHERWISE NOTED WALL COVERING WRAPPED PANEL(S) VERT VERTICAL VEST VESTIBULE VNR VENEER VR VAPOR RETARDER GENERATOR VWC VINYL WALLCOVERING -FIBER W WEST, WIDE CONCRETE -FIBER WI WITH GYPSUM WIO WITHOUT GLASS -FIBER WC WATER CLOSET,WALLCOVERING WD WOOD PLASTIC N71 WALL HYDRANT WP WEATHERPROOF, WATERPROOF, BOARD WATERPROOFING, WORK POINT WR WATER RESISTANT WI WEIGHT WWF WELDED WIRE FABRIC CORE WOOD DRYER XFMR TRANSFORMER METAL OPEN VENTILATING, AIR CONDITIONING INTERGATE.WEST, BUILDING B 12201 TUKWILA INTERNATIONAL BLVD., SUITE 201 TUKWILA, WA 9816B N '�/ MAP VICI- _I I 1 -_'A- ELXXX.XX EL XXX'-XX" DATUM INDICATOR OR WORK POINT y/ SPOT ELEVATION INDICATOR SEATR.E ELLIOTT BAY _ _ _ - FIL Corr q--. Permit Nov�¢f I �( SCOPE OF WORK Boeing Fos! Field _ Plan review approval is subject to errors and omissions. Approval of construction documents does lot autnor¢e the violation of any womb code or ordinance Receipt of approved Field Copy and do wedged:<G 6y <E I XXXXX > EQUIPMENT INDICATOR - ROOM NAME X XXXXX FIXTURE INDICATOR I XXXX <F I XXXXX > FURNITURE INDICATOR I XXXXX > GRAPHICISIGNAGE INDICATOR INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 201 ON FLOOR 2 IN BUILDING 8, INTERGATE.WEST CAMPUS. THE WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, CASEWORK AND ARCHITECTURAL FINISHES.MECHANICAL,PLUMBING, ELECTRICAL ANDSPRINKLER ILLBEBIDDER DESIGNED. DESIGNED. ROOM INDICATOR MISCELLANEOUS INDICATORS NO Date, O / - D 7 - 'Zo Zv °1• C,lv or TuRwi is nuapwcnlvlsion PROJECT /r / m,.* SITE ) # / X 5.?� p�cess Road �• °7sfi �? �,'► Tac Int'I Airport CD (F.I XXXXXX) (DOOR} OPENING INDICATOR FINISH INDICATOR O (XXXX AFF WINDOW INDICATOR CEILING HEIGHT INDICATOR MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) CODE AND BUILDING INFORMATION XX XX XX �--®MEM WALL TYPE INDICATOR WEEZEF HEIGHT CEILING HEIGHTIMATERIAIJFINISH INDICATOR PROJECT NAME: SABEY TENANT IMPROVEMENT SITE ZONING: CLI- COMMERCIALLIGHTINDUSTRIAL KING COUNTY ASSESSOR'S PARCEL NUMBERS: 0923049120 APPLICABLE CODES: 9FE MOUNTED TO WALL X.X > WITH BRACKET rC IN WALL -MOUNTED (PROPERTY) LEGAL DESCRIPTION KEYNOTE CABINET FIRE EXTINGUISHERS BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (WAC 51-50) MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE MAC 51-52) PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (WAC 51-56) ELECTRICAL CODE: 20151NTERNAHONALELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS ENERGY CODE 2015 WASHINGTON STATE ENERGY CODE (WAC 51-11C) FIRE CODE: 2015 INTERNATIONAL FIRE CODE (WAC 51-54A) FUEL GAS CODE: 2015INTERNATIONALFLIEL GAS CODE ACCESSIBILITY CODES: WASHINGTONSTATE ACCESSIBILITY CODE (WAC 51-50) USE GROUP AND OCCUPANCY: PARTITION) PARCEL B COMMENCING AT A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON THAT IS SOUTH 89°16'35' EAST,100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 24°13'53' EAST, 969.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 65°46'07' EAST, 58.17 FEET; THENCE NORTH 63°32'48' EAST, 6213 FEET; THENCE SOUTH 22°47'01' EAST, 21.44 FEET; THENCE NORTH 65°30'25' EAST, 199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO, 1 (SR 99) SOUTH 116TH STREET TO JCT SSH NO. 1-K APPROVED JULY 23, 1957; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2,605.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 65°44'51' WEST) THROUGH A CENTRAL ANGLE OF 1°16'30° A DISTANCE OF 6242 FEET; FOLLOWING SAID WESTERLY RIGHT-OF-WAY UNE NORTH 67°01'21`EAST 10.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2815.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 67°01'21' WEST) THROUGH A CENTRAL ANGLE OF 6°31'21', A DISTANCE OF 320.46 FEET; THENCE SOUTH 71°35'51' WEST, 16 FEET; 16.58 THENCESORTH71°35'51'WEST,7,83 FEET; THENCE NORTH 78°38'58' 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°22'2TWEST, 64.93FEET; THENCE SOUTH 63°55'24' WEST, 5B.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. 9810059E13, RECORDS OF KING COUNTY, WASHINGTON) EXISTING TO REMAIN (NON -RATED RATED PARTITION) (SHOWN SHADED) (1-HOUR RATED PARTITION) _ — f --...--- (2-HOUR RATED PARTITION) EXISTING TO BE DEMOLISHED L DASHED) (3-HOUR --••-- (4-HOUR RATED PARTITION) (SHOWN SMOKE BARRIER NEW TYPE OF WORK SMOKE PARTITION PARTITIONS NO CHANGE TO OCCUPANCY GROUP OCCUPANCY: B (OFFICE) S-2 (PARKING STRUCTURE) EXISTING TYPE OF CONSTRUCTION: RCP SYMBOLS CEILING -MOUNTED El 2'X2' FLUORESCENT LIGHT IiVACDIFFUSERS ( SIZE AND TYPE PER MECHANICAL DRAWINGS) TYPE I-SPRINKL@RED IN LJEU OF 1 ER CONSTRUCTION(OFFICE BUILDING) NG` «( OVER TYPE I - SPRINKLERED(PARKINGSTRUCTURE) NUMBER OF STORIES: STORIES ABOVE GRADE PLANE: 4 OFFICE FLOORS STORIES BELOW GRADE PLANE: 2 PARKING LEVELS SEISMIC DESIGN CATEGORY: CEILING -MOUNTED CENTLIGHT GENERAL NOTES CEILING -MOUNTED I a 1'X4' FLUORESCENT LIGHT ____ _ (HIDDEN) CEILING -MOUNTED I1 HVACRETURNS/EXHAUSTS El (SIZE AND TYPE PER ® D PROPOSED AREA OF REMODEL: STRIP FLUORESCENT LIGHT (EXPOSED) CEILING -MOUNTED MECHANICAL DRAWINGS) 7,709 SF OF PROJECT AREA ON FLOOR EXISTING CORE AND SHELL FIRE RATINGS: 1. DO NOT SCALE THE DRAWINGS. 2, VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE OPENING IS SIX INCHES FROM THE FACE LOCATED SO THAT THE EDGE OF THE FINISH INDICATED. OPETHE NEARBY SHALLBWALL UNLESS BETVVESEIDJCENT ALL ERE INTERSECTIONS. OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS OYAQUALIFIED v' PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIAINDICATED. RECEIVED CITY OF NOV PERMIT T TUKWILA 1 8 2019 CENTER T t STRIP FLUORESCENT LIGHT CEILING -MOUNTED HVACITEMS OFFICE PARKING FLOOR CONSTRUCTION: N.R. 2 HR ROOF CONSTRUCTIONN.R. 2HR STRUCTURAL FRAME: N.R. 3 HR ELEVATORS: 1 HR 2HR STAIRS: 1 HR 2 HR MECHANICAL SHAFTS: 1 HR 2 HR INTERIOR FINISHES: WALL -MOUNTED ' 1 I STRIP FLUORESCENT LIGHT Q DOWNLIGHT @e ACCENT DOWNLIGHT CEILING le -MOUNTED ACCESS PANEL (D WALL -WASHER DOWNLIGHT SCONCE -TYPE 5 (WALL -MOUNTED) LIGHT 0 CEILING -MOUNTED EXIT LIGHT CEILING -MOUNTED FIRE SPRINKLER PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED MHO SEANSOFEGRESS: SEEA•RDS - LIFE SAFETY PLAN PARKING: WALL -MOUNTED EXIT LIGHT STANDARD LIGHT FIXTURES 0AND CEILING -MOUNTED SPEAKER NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE ROJECT. PARKING DEMANDS AS A RESULT OF COMMERCIAL TI ARE MET BY EXISTING SITE PARKING FACILITIES. ALL ACCESSIBLE SITE FEATURES AND PARKING STALLS ARE PROVIDED BY THE BUILDING LANDLORD. Architecture 12201 Tukwila Int Blvd Seattle, 206.281.8700 -4th Floor WA 9816E sabey.com REVISIONS No c': a;.; es snail 2e :,:aoe to Inc scope of worn wirllout pi 'cr approval or Inc Tukwila Building D ,sion. NOTE: Revisions will require a new plan submittal anC may include additional plan review. 1A6\194 4 ItZGISTERIED . ZARA N. ANDERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 SEPARATE PERMIT RE UIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 18 2 19 City of Tukwila BUILDING DIVISION MARK I DATE DESCRIPTION PROGRESS DATE: 11/12119 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 1 2 3 4 5 6 7 8 10 PROJECT NOTES DIVISION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMERCIAL OFFICE SUITE 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) COPIES FOR APPROVAL. 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C:" (NOT IN CONTRACT) SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OFA KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DIVISION II - SITE WORK 02050 DEMOLITION 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100-ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT.," THICK. 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATESELECTED FROM WILSONART, NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6. SHELF EDGING TO BE VINYL DIVISION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 08810-GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2.' WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 7. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT. AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE. FINAL FINISHING AS SPECIFIED. 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: A. SYSTEM DESCRIPTION: 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST THE STRUCTURAL DESIGN LOADS SPECIFIED. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS. 3. STRUCTURAL REQUIREMENTS: A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM UVE LOAD, PLUS DEAD LOADS. B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES. B. CODE REQUIREMENTS: 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND SHALL. BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART OF EACH ASSEMBLY. 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. C. MATERIALS: 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. 2. FIRE RATED PARTITION HEAD SYSTEMS: A. RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. D. PARTITION FRAMING: 1. RUNNERS: A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND CONDUIT WHICH MAYBE EMBEDDED IN CONCRETE FLOORS. B. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO CLEAR PARTITION. C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL DEFLECTION. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDEOF OPENINGS, AND AT CORNERS. 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 20-GAGE. 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER. 9. STUD BRIDGING: A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5'-0" ON CENTER FOR THE FULL HEIGHT OF THE PARTITION. B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING 3'-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5'-0" OF EXPOSED STUDS. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. F. BACKING: 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. G. INSTALLATION TOLERANCES: 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. H.REFERENCES 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. B. C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. D. C745 - INSTALLATION DF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS; SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRI I t EN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680-CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF. TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3, PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DIVISION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT,. 2. ALL INTERIOR RELITES TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DIVISION XV - MECHANICAL 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS, 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, UON. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPL_ I EAPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. DIVISION XVI - ELECTRICAL 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANTS REQUIREMENTS. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS. INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED UON. 6. GF1 CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT' FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. 8. PROVIDE SEPARATE CIRCUITS FOR TENANTS EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANTS NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANTS VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA. DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. - - 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWERJDATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER Architecture 12201 Tukwila Id Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 6194 MED AR4p1Ma SASA N. ANDERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 182019 City of Tukwila BUILDING DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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. 2 4 5 6 7 8 9 10 F C E D C B A III /171 F BUILDING A 12301 PARCEL INTERGATE.WEST SITE PLAN 1/64" =1'-0" AREA OF WORK SECOND FLOOR SUITE 201 I 0 BU L� ILDING B 12201 PARCEL B 11 0 1 FEJ 1,►11111-r--11 BUILDING C 12101 PARCEL C O C— TUKWILA INTERNATIONAL BLVD. SITE DATA ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL AREA: 559,465 SQ. FT. BUILDING AREA BLDG A: 99,346 SQ. FT. BLDG B: 73,087 SQ. FT. BLDG C: 72,731 SQ. FT. TOTAL: 245,164 SQ. FT. SEISMIC ZONE: 3 PARKING REQUIRED: OFFICE = 2.5/10005F = 613 STAI II S PARKING PROVIDED: 757 STALLS (3.09/1000SF) I PARCEL LEGAL DESCRIPTION PARCEL NUMBER: 0923049120 PARCEL B COMMENCING ATA POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON THAT IS SOUTH 89°16'35' EAST, 100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 24°13'53' EAST, 959.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 65°46'0T EAST, 58.17 FEET; THENCE NORTH 63°32'48' EAST, 62.13 FEET; THENCE SOUTH 22°47'01' EAST, 21.44 FEET; THENCE NORTH 65°30'25' EAST, 199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1 (SR 99) SOUTH 118TH STREET TO JCT SSH NO. 1-K APPROVED JULY 23, 1957; THFNV.F FOI 1 OWING SAID WESTERLY RIGHT-OF-WAY UNE ALONG THE ARCC OF A 2,505,00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 65°44'51' WEST) THROUGH A CENTRAL ANGLE OF 1°16'30' A DISTANCE OF 62.42 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 67°01'21' EAST 10.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2815.00-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 67°01'21° WEST) THROUGH A CENTRAL ANGLE OF 6°31'21', A DISTANCE OF 320.46 FEET;. THENCE SOUTH 73°32'42' WEST, 16.58 FEET; THENCE SOUTH 71°35'51' WEST, 61.96 FEET; THENCE NORTH 78°38'58' WEST, 7.83 FEET; THENCE SOUTH 75°53'44' WEST, 106.07 FEET; THENCE NORTH 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 UNE ADJUSTMENT NO. L98-0033, RECORDED UNDER RECORDING NO. 9810059013, RECORDS OF KING COUNTY, WASHINGTON) RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER # n. Architecture 12201 Tukwila Int Blvd -4th Floor Seattle, WA 9816E 206.281.8700 sabey.com 6194 AYGISTEBED ABCin6'CT EAAAM ANDERSOIf STATE OT WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE. W EST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201. TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 18 2019 City of Tukwila BUILDING DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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. 6 7 9 10 E O D C B O LEVEL 02 FLOOR PLAN LIFE SAFETY PLAN 1/8" =1'-0" A TOTAL EXIT ACCESS TRAVEL DISTANCE 90' - 1- TOTAL EXIT ACCESS TRAVEL DISTANCE 106' SUITE 203 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; Malice level shall be not less than 1 footcandle at the wattling surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress. an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors. 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge LIFE SAFETY LEGEND INDICATES PATH OF TRAVEL TRAVEL DISTANCE START POINT COMMON PATH OF TRAVEL INTERSECTION ee EXIT AND LOAD OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD LOAD FACTOR PER IBC 1004.1.2 EXISTING EXIT SIGN NEW EXIT SIGN EXIT SIGN WITH DIRECTIONAL ARROW EXISTING EXIT SIGN TO BE REMOVED OR, RELOCATED HALLWAY 10o8 TA PATH TRAVEL DISTANCE: 48' TOTAL EXIT ACCESS S TRAVEL DISTANCE 100' EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2-1008.3.5) In the event of power supply failure in Rooms and spaces, .-..-.--- - eetneelsyste all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-sitegepedatpr. - Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle anc a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any;point-af 8.0 footcandle atthe end of the.emergency lighting time Quretion. A maximum -to -minimum illumination uniformity iatiq. of40 to 1 shall not be exceeded. OCCUPANCY CALCULATIONS B- OFFICE 7.709 SF/100 SF PER OCCUPANT= 77 OCCUPANTS AREA NOT IN SCOPE SURE 201 TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE TOTAL OCCUPANCY NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED OCCUPANT LOAD PER EXIT REQUIRED EXIT WIDTH' EXIT DOOR WIDTH PROVIDED 7.700 SF 77 OCCUPANTS 2 3 26 71 x.2=15" 3'4"at. CLEAR) 'NOTE: MINIMUM EXIT WIDTH PROVIDED SHALL BE 32" O CODE ANALYSIS TYPE OF CONSTRUCTION: TYPES -SPRINKLERED (IN LIEU OF 1-HOUR CONSTRUCTION) OCCUPANCY CLASSIFICATION: B OCCUPANCY (OFFICE) EXITING REQUIREMENTS: OCCUPANT LOAD FACTOR (2015 IBC TABLE 1004.1.2) BUSINESS AREAS (WITH SPRINKLER PROTECTION): 100 GROSS EGRESS WIDTH PER OCCUPANT. (EXISTING CONDITIONS) USE (SPRINKLERED) STAIRWAYS (INCHIOCCUPANT) OTHER EGRESS COMPONENTS (INCH/OCCUPANT) B OCCUPANCY 0.3 0.2 TRAVEL DISTANCES: 1. MAXIMUM ALLOWED DEAD END CORRIDOR LENGTH: 50'-0" (IBC 1018.4, EXEMPTION 2) 2 MAXIMUM ALLOWED COMMON PATH OF EGRESS TRAVEL: 100'-0" (IBC TABLE 1014.3) 3. MAXIMUM ALLOWED EXIT ACCESS TRAVEL DISTANCE: 30041" (IBC TABLE 1016.2) EXIT OR EXIT ACCESS DOORWAYARRANGEMENTS (IBC 1015.2.1, EXCEPTION 2) MORE THAN 1E THE LENGTH OF THE MAXIMUM OVERALL DISTANCE IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED SPRINKLER SYSTEM FIELD VERIFY EMERGENCYILLUMINATION AND EXIT SIGNS • UNDER SEPERATE PERMIT REF II REF SUITE 201 too In RECEIVED CITY OF TUKWILA NOV 1820199 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com D ARVSTEMEi SUM o7WAalmnGAII SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD. SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 182019 City of Tukwila BUILDING DIVISION MARK 1 DATE 1 DESCRIPTION PROGRESS DATE 11/12/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings dwritten material appearing herein constitute the original and unpublished work of the Saber Corporation and the same may not be duplicated, used or disclosed without the written consent of the Saber Corporation. LIFE SAFETY PLAN ®OO-04 10'-10' 23' --11 y I11 I I I I I 1 PI l I I PTTI-ITTTTT -I� I I LLL 1T I_I J -_ 4- 1- L —III liI tl11�IclIl1 Im!i n i 7 I I I 1 1 1 I 1 1 1 1 I 1 I L II rfl T T Ti-T_I-_I_T T 1 I 11 11 1 T I TI 1 1 1 1 '0� 1 I 1 I 1__L_ _ H i 1 ir--_I—Tz -H_J- _T= 1_I 1_11[_I__TI2iI 1 I I I I I I I l l 1 I 1 1 1__111 11 1 _I III 1 a 1111 u -`I ~I l 1TiLq Dili LW 1 Hi —I 1_ I _1 A-_1 1 1 11 1 1 1 I I 1 h II 11� Jol ! .1!LTL E1LTi EIlIT _11 1 LE 1I IfErITIL)DITi 3 UT 1L l nli 1 1: i t 1141 Ii. IM 1 _ I I I I i I I ��11LL1-JJ�11L1 �1 1 II I'III12111�11111111'lloll��;VlllflwiNIINIII+NkIi�6lggii,11111111�1i111�+1'-III 61,k1,0,1; lnikVIIJIINIIIV ki,,;IIi 1 1,,HiNiiiilIVi�OII NN I I LL _LL I LJ I I I I liil� II ,111 1' ' I I �I' I I ' � i I 111'I I [IAA]; idaj : � II II'11�.J: I tll l ' h Li t I H F //, /// II1WNi�1Hlik1i 4 l Ph11 T D �zl C LEVEL 02 DEMO PLAN I 1/8"=1-O° B 6 7 8 9 DEMOLITION GENERAL NOTES 1. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF INCONSISTENCIES BETWEEN THEM AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. 2. REPAIR ANY DAMAGED FIRE -RATED ASSEMBLIES TO THEIR ORIGINAL SPECIFICATIONS, LINO.. 3. REMOVE CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDES FINISHES AND MECHANICAL PLUMBING AND ELECTRICAL SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CASEWORK, WINDOWS FRAMES, ALL GYP SURROUNDING COLUMNS, AND OTHER FIXTURES AS REQUIRED. AFTER REMOVAL OF PIPE CHASES, PATCH HOLES IN FLOORS OR WALLS TO REMAIN TO MEET ORIGINAL FIRE PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, FLOORS, AND DECK, AND PREPARE SURFACES TO RECEIVE NEW FINISHES PER FINISH SCHEDULE OR PER INTERIOR FINISH PLANS. 4. COORDINATE WITH THE OWNER ANY ITEMS TO BE STORED AND/OR RELOCATED. 5. WHERE NEW FINISHES ARE TO BE INSTALLED ON TO REMAINING SURFACES, REMOVE THE EXISTING FINISH AND PREPARE THE EXISTING SURFACE TO RECEIVE THE NEW FINISH. 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 DEMOUTION. 9. DO NOT CUT ANY STRUCTURAL WORK WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER 10. NOTIFY THE ARCHITECT IMMEDIATELY IF THE REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS OR COMPONENTS WILL ADVERSELY AFFECT THE OPERATION OF MEP SYSTEMS OUTSIDE THE OMIT OF DEMOLITION. 11. SCHEDULE ALL DEMOLITION WITH THE OWNER. 12. DEMOLITION TO INCLUDE REMOVAL OF ALL EXISTING CEIUNGS INCLUDING ACT CEILING GRID 8 PANELS, AND EXISTING LIGHT FIXTURES. 13. REMOVE ALL EXISTING PRIVACY FILM AT INTERIOR GLAZING. 14. SALVAGE ALL DEMO'D DOORS TO REUSE. 15. SALVAGE ALL DEMO'D CARPET FOR REUSE. 16. ALL EXISTING LIGHTING, SPRINKLER HEADS, AND MECHANICAL THAT CONFLICT WITH PLACEMENT OF NEW WALLS TO BE RELOCATED AND COORDINATED. 17. SALVAGE ALL DEMOLISHED RAISED FLOORING FOR REUSE. 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 AREA OUT OF ARCHITECTURAL SCOPE BUT REFER TO MEP AND STRUCTURAL DEMOLITION DOCUMENTS FOR ADDITIONAL WORK IF REQUIRED 10 DEMOLITION NOTES BY NUMBER rrThALL EXISTING PERIMETER WALLS, SILLS AND HEADERS TO REMAIN PATCH AND REPAIR AS NEEDED. OFLOOR, WALL, AND CEILING FINISHES TO BE DEMOLISHED OEXISTING RAISED FLOOR TO BE REMOVED. ® NOT USED. OREMOVE EXISTING WALLS AND INSULATION AT PERIMETER WINDOWS. REMOVE DEBRIS AND CLEAN PATIO. (ID EXISTING SOFFIT TO BE REMOVED. ® EXISTING CEILING, GRID AND LIGHTING TO BE REMOVED IN HALLWAY. RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.870D - 4th Floor WA 98168 sabey.com 6194 REGISTERED ARCHITECT 4i EAU 11 AND0t8ON STATE O► WASEINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COi6PLIANCE APPROVED DEC 182019 City of Tukwila BUILDING DIVISION MARK 1 DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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. 6 7 8 9 10 F D C OLEVEL 02 FLOOR PLAN 1 118" = 1'-0" A FLOOR PLAN GENERAL NOTES 1. REFER TO SHEET A00-01 FOR ADDITIONAL GENERAL NOTES. 2. PARTITION TYPES ARE SCHEDULED IN THE A61 SERIES. 3. PARTITION TYPES LABEL GL-1 TO BE ALLSTEEL, BEYOND LOW PROFILE WALL SYSTEM, COORDINATE DIMENSIONS AND MATERIALS WITH COI SUSAN RUDD. SEE A43 SERIES FOR PLUMBING LAYOUTS AND TYPICAL MOUNTING HEIGHTS OF PLUMBING FIXTURES AND TOILET ACCESSORIES 5. PROVIDE Y CLEAR BETWEEN STUDS AT LAVATORIES 6. PROVIDE A 61 STUD MIN. BEHIND TOILET AT FLOOR MOUNTED TOILETS. FLOOR PLAN LEGEND 301 BUILDING EXPANSION JOINT EXISTING PARTITION TO REMAIN NEW PARTITION DOOR TAG REF: A62-0X SERIES FOR DOOR SCHEDULE. PARTITION TAG REF: A61-O% SERIES FOR CHARTS FLOOR PLAN NOTES BY NUMBER OSTOREFRONT SYSTEM BASIS OF DESIGN: ALLSTEEL, BEYOND WITH GLASS PIVOT DOORS COLOR ANONDIZED BLACK, 8' HIGH 3 WALL ABOVE STOREFRONT TO BE All FLOOR POWER REQUIRED, COORDINATE WITH ELECTRICAL ® ALL WALLS TO BE CENTERED ON MULLIONS. SEE DETAIL 4/A61-01. O (10> BUILD A NEW WALL ALIGN WALL WITH EDGE OF EXISTING SILL PROVIDE FAUCET FOR BUBBLY AND STILL WATER INFILL EXISTING WALL TO MATCH PROVIDE NEW SILL WALL BELOW WINDOW TO MATCH EXISTING. SEE DETAIL 3AIA61-01. REPLACE EXISTING SPANDREL PANEL PROVIDE NEW WATERPROOFING AND DECKING ON PATIO RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER P_" Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 2066..281.8700 bey.com 6194 REGIS( A9CHYTECT IA Wtu Y E.. ItA8 STATEEA N. AMU. OF WASI@1GTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 9816E REVIEWED FOR CODE COMPLIANCE APPPRO ' D DEC 18 2019 City of Tukwila BUILDING DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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 Sahey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Comoration. FLOOR PLAN- LEVEL 02 Al 0-02 2 3 /// 4 itir NI as mu in I T-6" EQ. / (U 5 41,4 ACP-1 Y 9' 0" AFF EXP. PT-1 ¢ 1 8'-0" ACP-1 EXP. k TYP. �9'-OFF w • PT-1 2 \ ALIGN // \ I ACP-2 ®9'-0"AFF ALIGN — (LW 6 GYP BD GYP BD `F' 8'-7"AFF EQ. t'"" f '--0°-AFF "•-0°AFF r AFF EQ 3� ! till ■1 ■mom ■: .�■ .I I. ■1 ■I ,LD/ __■4 a 0 0 0 0 0 0 LEVEL 02 REFLECTED CEILING PLAN 7 8 9 RCP GENERAL NOTES 40' - 0° 2y 101// 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. ACP-2 0" AFF it) ACP-2 `C' 9'. 0" AFF Frp EQ. ® 6'-0° 6'-0" .-�EQ. PT-1 AX EQ. 6'-0° 6'-0° 6'-0° S ,- EQ ACP-1 9' -0" AFF 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. 10 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 SUPPLY AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION RETURN AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION LINEAR FACE MOUNTED CEILING DIFFUSER (USED IN LOBBY, RECEPTION, AND LOUNGE) CEILING DETAIL I SECTION TAG 9'-0"AFF_ CEIUNG HEIGHT DESIGNATION PER AREA. WHERE NO HEIGHT IS DESIGNATED, ASSUME 9'-0° GYP.. BD': iiilll l IliI itw P1II II uI ;lI III IN GYPSUM BOARD CEILING SUSPENDED ACOUSTIC CEILING PANEL 2' X 2' SUSPENDED ACOUSTIC CEILING PANEL 2'. X 8' WOOD SLAT CEILING EXPOSED STRUCTURE AREA OUT OF SCOPE RCP NOTES BY NUMBER ALIGN FEATURE LIGHTING OVER FINAL FURNITURE LAYOUT, COORDINATE WITH SUSAN RUDD COI O UNDERSIDE OF SOFFIT TO RECEIVE WV-1. O PROVIDE WS-1 AND WS-2 AT INTERIOR SIDE OF WINDOWS. PROVIDE WS-1 AT INTERIOR SIDE OF WINDOWS. • CENTER LIGHT ON DOOR © CENTER LIGHT IN SHOWER STALL LIGHT FIXTURE LEGEND RECEWED CITY OF TUKWILA NOV 182019 PERMIT CENTER LIGHT FIXTURE DESCRIPTION LA 2° RECESSED DOWN LIGHT (TYPE A) LB RECESSED LINEAR DOWNLIGHT (TYPE B) LC RECESSED LINEAR WALL SLOT (TYPE C) LD CYLINDRICAL PENDANT (TYPE-D) LE WALL MOUNTED SCONCE (TYPE E) LF MONOPOINT PENDANT (TYPE F) LG DECORATIVE PENDANT (L2 ENTRY) (TYPE G) LH DECORATIVE PENDANT (L2 KITCHEN) (TYPE H) LI DECORATIVE PENDANT (L2 HUDDLE) (TYPE I) U DECORATIVE PENDANT (L2 CONFERENCE) (TYPE J). LK DECORATIVE PENDANT (L4 RECEPTION) (TYPE K) LL DECORATIVE PENDANT (L4 CONFERENCE) (TYPE L) Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 ar �g - 4th Floor WA 98168 sabey.com 191 FIEGIBTEBED AHU.tuiwa IOIRA tA. AIIDORBOR aTASS OF WASH01GSOR SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 9816E REVIEWED FOR CODE COTei!=LIANCE APPROVED DEC 182019 City of Tukwila BUILDING DIVISION MARK I DATE DESCRIPTION PROGRESS DATE: 11/12/19 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. 2 OLEVEL 02 FINISH PLAN 1 /8" = 1-0" 4 5 6 7 9 INTERIOR FINISH PLAN LEGEND ROOM FINISH TAG ROOM NAME NUMBER WALL FINISH WALL BASE FINISH FLOOR FINISH XXX ACCENT FINISH TAG (THIS TAG OVERRIDES THE TOM FINISH TAG.) ® KEYNOTE ETR —}— XXX MATERIAL TRANSITION TAG WOOD IN PERPENDICULAR DIRECTION 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 WALLICEILING: 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. 3. ALL GYP CEILINGS TO BE PAINTED PT-1, MATTE FINISH, RHO. DOORSMANDOWS• 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 F. ALL FIRE EXTINGUISHER CABINETS TO BE STAINLESS STEEL CEILINGS WALLS BASE, TRIM,. DOORS, HANDRAILS 10 RECEIVED CITY OF TUKWILA NOV 182019 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGIST,DIRTIER, N.ARDIDi80A STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 95168 R:_VI`UVVE FO:) CODE CO`fr,"IPLIANCE APPEOVLO DEC 182019 City of Tukwila BUILD: NNG DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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 Salley Corporation. INTERIOR FINISH PLAN - LEVEL 02 A13-01 2 1OLEVEL 02 FURNITURE PLAN 1 /8" = 1.-0" 3 4 5 6 7 J LN N U, L Nam} 9 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. NEW FURNITURE (0F01) j 1 EXISTING FURNITURE (OF01) FURNITURE PLAN MOUNTING HEIGHTS COORDINATE CHAIR AND BRACKET LOCATION. WITH ACCESSORIES MOUNTED TO BACK SIDE OF DOOR FURNITURE PLAN NOTES BY NUMBER «< Indicates Sheet Keynote on Plan 10 RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER a Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98188 206.281.8700 sabey.com 8194 REGISTERED ARutarte., `91Y I V xluatxaem�laox t)P WA9leiGTOx SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 R:_vi:'.,EL -C:- COOL CO;h=L!PNCE APFRO`ir LD DEC 182019 City of Tukwila BUILDING DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE 11/12/19 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 02 FOR REFERENCE ONLY A15-01 5' - 01/2° 51A43-01 ALIGN Y COAT HOOK U/C FRIDGE 2 MIRROR IRROR COAT HOOK 34 LOCKERS OAT HOOK COAT HOOK 26 LOCKERS 6/A43-0 41A43-01 3 ALIGN BENCH ALIGN LEVEL 02 FLOOR PLAN - ENLARGED SHOWERS 1/4". V-0" 4 PAPER TOWEL DISPENSER — MIRROR COAT HOOK <OPT> MIRROR PAPER TOWEL DISPENSER MIRROR WITH 4° DEEP SHELF I T-2 i— II 1 PT-0 I I ri I i-I Ilifill QL2 WOMEN'S LOCKER / SHOWER ROOM L2 WOMEN'S LOCKER 1/4" = 1/4" = -0" N T-5 riiiiii 1 1 —( SS-1 J MdftROR I( I I ! 1 I T-2 )I �L2 MEN'S LOCKER/ SHOWER `,, .i 1/4" =1'-0" c:wre h ec e ow me aphix saucy owned aeidi 5 6 L2 WOMEN'S LOCKER RM ® OL2 MEN'S SHOWER/ LOCKER 1/4" =1'-0" 7 8 PLUMBING LAYOUTS GENERAL NOTES 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 UGHT 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 1/2° 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. 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. 10. DOORS SHALL NOT SWING INTO THE MIN REQUIRED CLEAR FLOOR SPACE OF FIXTURES, REPRESENTED AS DASHED BOXES, UNO. QUIET ROOM 10 TOILEY ACCESSORIES LEGEND & MOUNTING HEIGHTS REACH RANGE (RRI TO OPERATION RR: a48° AFF WHERE <20° COUNTER DEPTH RR: K 44° AFF WHERE 20"-25° COUNTER DEPTH RR 24°-44" AFF WHERE NO COUNTERTOP REC PAPER TOWEL DISP & RECEPT REC PAPER TOWEL DISP 4' MAX DEPTH -- -- SURFACE MTD PAPER TOWEL DISP 39-41"TOOL TOILET TISSUE HOLDER GRAB BAR LENGTHS ARE CLTOA . MOUNTING HEIGHTS ARE FLOOR FINISH TO TOP OF GRAB BAR, I inn SURFACE MTD PAPER TOWEL DISP TOILET REC PARTITION SANITARY SANITARY NAPKIN NAPKIN DISPOSAL DISPOSAL SURFACE MTD SOAP DISP REF PLAN FOR LENGTH 18' VERT, REF TO INTERIOR ELEVATIONS WHEN SPACE IS NOT ACCESSIBLE 3-WALL GRAB BAR @ ACC 30"X60" SHR WIO SEAT 3-WALL GRAB BAR @ ACC 30°X4B° SHR j. -6"MIN MIRRORED GLASS (GL-9) SEE INTERIOR ELEVATIONS FOR MTG HT & SIZE SURFACE MTD ROBE HOOK 90° GRAB BAR REC SANITARY NAPKIN DISP BACK WALL 6' y TWO WALL GRAB BAR @ ACC 36°X36" SHR FRAMED MIRROR, 24"X36° FRAMED MIRROR, (°X9) FRAMED MIRROR 4A SHELF, 24"X36° TOWEL BAR SEE - SHR CURTAIN INTERIOR ROD ELEVATIONS FOR LENGTH FOLDING SHR COAT RACK TOWEL & SEAT ROBE HOOK AX \fi TOE KNEE CLEARANCE CLEARANCE CLR FLR SPACE WHERE REQUIRED SURFACE MTD TOILET SEAT COVER DISP RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 6194 TEBSO `fiKARAn icjjAIRC �' S7ME OR WAA7la1GTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 CODE. COt LIANCE DEC 182019 City of Tukwila BUILDING DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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 3®f1 2 F O L2 BOOKCASE WALL AXON 3 4 OKITCHEN ELEVATION 1/4" =1'-0" A50-02/, n• 9 6 ICE MAKER \ OPEN TO BEYOND /A / \ ( PT-1 ) - -/ - - -_ _ ._ __ _. -/ _ (WC-2MIG3� � / / / 23 \ �� / i i ' �' A 1 86" TV 86" TV / OPEN TO BEYOND / _ �i' OPEN TO BEYOND �--- �_ j/ - 1 (WC-2/WC-3 SS-1 i -'t-1gi - OPEN TO BEYOND / ,' ,[T0OPEN EYOND i�21f/��ir _ _ o' T9i / � " / _ / A i r / \/ \ / �� i FIREPLACE OF01 — 'I \ \ 91/2 ® ®10'-8"® "`` ® '-91/2 4 20 0 1'-9" 4'-11' 1'-91/2� IY f 0'-51/2" i ® Ea IBM® Eat4,-3.® ® EU '�. ' 0'-51/2" `-0'-51/2• OLEVEL 02 BOOKCASE 1/4" =1'-0" \ / \ / OPEN TO '- BEYOND C FIREPLACE O STORAGE AND FIREPLACE - SOUTH LEVEL 02 OFFICE COPY PRINT — SOUTH 1/4" = I-0" A OPEN TO BEYOND X / \ 7 8 9 EXISTING COLUMN MARKETING CONFERENCE BENCH 3 1/4" =1'-0 OTYP. CONF ROOM 5 1/4" =1'-0" ( OLEVEL 02 OFFICE COPY PRINT — NORTH 1/4" =1-0" EQ. _______ -----5'-0`; _ EQ. N - , SLIM WV-1 J-,. PT-1 I MARKETING CONF ROOM 10 1/4" =1'-0" TYP CONF ROOM SIDE WALL 1/4" = 1-0" INTERIOR ELEVATION LEGEND OWNER FURNISHED ITEM/ EQUIPMENT CONTRACTOR FURNISHED ITEM/ EQUIPMENT CABINET TYPE (REF A50-01. SERIES FOR DESCRIPTIONS) CABINET WIDTH (INCHES) 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 10 CUSHIONS AT BENCH WV-1 CLAD BENCH WOOD BASE INTERIOR ELEVATIONS NOTES BY NUMBER 0 SABEY TO PROVIDE 11" X 17" PLASTER HANDS RECEIVED CITY OF TUKWILA NOV 182019 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 8194' MIMED ARt.turts .a RSON SARA M. AMD SASE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 F _Vi"cc'.AD rC''i; CODE CC/ =i! NCE DEC 182019 City of Tukwila BUILDING DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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. 2 4 5 7 8 9 10 Liv DEPTH TO MATCH ADJACENT BASE CASEWORK L_ 0 BACK PANEL ADJUSTABLE SHELVES MICROWAVE (COORDINATE ELECTRICAL) PLASTIC LAMINATE CLAD DOOR 6.el FULL HEIGHT CAB 1 1/2" =1'-0" SCHEDULED FINISH APPLIES TO ALL EXPOSED SURFACES ADJUSTABLE SHELF, TYP VALANCE UNDER CABINET LIGHT WHERE SHOWN ON RCP AND/OR INTERIOR ELEVATION OOPEN SHELVING 1 1/2' =1'-0" ADJUSTABLE SHELVES MOUNTING RAIL WOOD BLOCKING a "1- FULL HEIGHT STORAGE 1 1/2" =1'-0" 7-03/4°UNO I SEE INTERIOR FIXED SHELF FOR UPPER STORAGE BACK PANEL BAR FOR COATS PLASTIC LAMINATE CLAD DOOR MOUNTING RAIL WOOD BLOCKING BACKSPLASH - SEE ELEV FOR MATERIAL SIDESPLASH BEYOND, TYPICAL SINK WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (l rREA=Fr1RALLl r1FNVr1F FREE) INSULATE PIPES ENSURE KNEE CLEARANCE COMPLIES WITH ACCESSIBILITY REQUIREMENTS AT SINK, ATTACH P.LAM CABINET BASE TO DOOR & ENSURE SWING CLEARS FLOORING FINISHED FLOORING 2'-03/4"UNO 3/4' BACKSPLASH - SEE ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL SEE INTERIOR ELEVATIONS 0" KITCHEN TRASH B R 1 1/2" = I-0" FULL EXTENSION GLIDES WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) PLASTIC LAMINATE CLAD PULL-OUT TRASH DRAWER WITH SOFT CLOSE MECHANISM 0' -11 1/2" I SCRIBE TO WALL PLASTIC LAMINATE FINISH, TYPICAL SUPPORT PANEL BEYOND 5, o HEAVY DUTY HANG ROD WITH END BRACKETS. p FINISH SHALL BE BRUSHED - STAINLESS STEEL PROVIDE ▪ INTERMEDIATE SUPPORTS AS REQUIRED. FINISHED FLOOR PLASTIC DAMINATE TOORBASE CC COAT CLOSET SHELF SCRI1 1/2" =1-0" FINISHED FLOOR 2-0 3/4" UNO TYP BACKSPLASH - SEE ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) 3/4" ADJUSTABLE SHELF ON SHELF CUPS, TYPICAL __---- PLASTIC LAMINATE CLAD DOOR/ DRAWERS PLASTIC LAMINATE BASE SCRIBED TO FLOOR FINISHED FLOOR BASE DOUBLE DOORS 1 1/2" =1-0" 2'-03/4" r ( SEE INTERIOR BACKSPLASH- SEE ELEV FOR MATERIAL SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA - FORMALDEHYDE FREE) STAINLESS STEEL CHUTE BACK PANEL 0 - TRASH/RECYCLE a BIN w @BASEATSINK TC COPY PRINT TRASH 1 1/2" =1'-0" 1 1 1/2" =1-0" w ATTACH P.LAM CABINET BASE TO DOOR & ENSURE SWING CLEARS FLOORING FINISHED FLOORING 2'-03/4' 7-03/4"UNO 4" °ate NTERIOR ELEVATIONS SCHEDULED EQUIPMENT BACKSPLASH - SEE ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL PROVIDE SCRIBE AT TOP OF EQUIPMENT IF GAP IS 1/2" OR LARGER FINISH SIDE PANEL BEYOND PROVIDE CUTOUT FOR ELECTRICAL OUTLET IF APPLICABLE FINISHED FLOOR - CONTIN UNDER EQUIPMENT CS COUNTER WITH EQUIP EE INTERIOR ELEVA �c- BOX DRAWER ■ ■ BOX DRAWER BACKSPLASH - SEE ELEVATION FOR MATERIAL SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) PLASTIC LAMINATE CLAD DRAWERS PLASTIC LAMINATE BASE SCRIBED TO FLOOR BASE THREE DRAWERS 1 1/2" =1'-0" 1° L_ FINISHED FLOOR GYPSUM BOARD SOFFIT PLASTIC LAMINATE - CLAD SCRIBE WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) SEE INTERIOR ADJUSTABLE SHELF, TYP PLASTIC LAMINATE -CLAD VALANCE UNDER CABINET LIGHT WHERE SHOWN ON RCP AND/OR INTERIOR ELEVATION UC WALL CABINET SECTION 1 1/2" =1'-0" HARDWARE NOTE: ALL KITCHEN CABINET HARDWARE TO BE: HAFELE, STUDIO COLLECTION, COLOR: BLACK MATT, ITEM NO.110.34.306 RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 • -`do-,". - 4th Floor WA 98168 sabey.com jj 8194 REGISTER® tYV t4ARCHITECT '<AM l . Mtt t8ON 3TAT8 OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168. F:E1/I'c:'J- , f- CODE CC:::L(ANCE DEC 182019 City of Tukwila BUILD:NG DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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 4 5 6 7 8 9 10 1'-1' 46 BOOKSHELF SECTION 1 1/2" =1'-0" 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 TILE EQ. BOX HEADER RETURN TO STRUCTURE (PT-1) OPENING FOR FIREPLACE (OFOI) 1 WV-1 CLAD TOP PIECE TILE CLADDING FULL HEIGHT CABINETRY SEE A50-01 FOR DETAIL LINE OF CASEWORK BEYOND TILE WV-1 CLAD BASE PLATFORM WV-1 CLAD BASE PLATFORM WOOD BASE ti EQ. BOX HEADER RETURN TO STRUCTURE (PT-1) pp _1 PP 4/4 1 1' 0' AB FIREPLACE SECTION STORAGE AND AV WALL SECTION 1 1/2" =1'-0" `t11 1 1/2" =1'-O" WV-1 CLAD TOP PIECE WV-1 WRAPS OPENING AT SIDES OR WC AT BACK PANEL COORDINATE LOCATION OF ELECTRICAL FOR SCREENS WITH IT/AV COORDINATE LOCATION OF ELECTRICAL FOR SCREENS WITH IT/AV WV-1 WRAPS OPENING AT SIDES WOOD BASE RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 , HEMISTIM ED ARl.atcnw SARA 1C. ANDERSON STATE or WABHSNalON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 CODE/� CC;il=_LA^fNCE DEC 18 2019 City of Tukwila BUILD)NG DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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 52 1 2 3 6 7 8 9 10 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 FINISH END PANEL 1 1 1/2"=1'-0'r FACE OF CABINET FACE OF CABINET '-21/2' DRAWER! DOOR PULL PLASTIC LAMINATE CLAD CORNER FILLER CABINET END PANEL ®INSIDE CORNER 2 EQ. ice'-"---__—</ BOX HEADER RETURN TO STRUCTURE (PT-1) WV-1 CLAD TOP PIECE WV-1 WRAPS OPENING AT SIDES WV-1 OR WC AT BACK PANEL WV-1 OR WC-1 AT BACK PANEL SE-1 CASEWORK LINE OF ENCLOSING CASEWORK WALL BEYOND WV-1 WRAPS OPENING AT SIDES WV-1 CLAD CASEWORK WOOD BASE CABINET DOOR 3/4" WIDE MIN o WATERPROOF Q MDF SCHEDULED BASE ®TOE 1 1/2" =1'-0" FACE OF CABINET 0'-31/4 KICK SOLID SURFACE EDGE ON 2 LAYERS OF 3/4' SUBSTRATE 1/16° EASED EDGE VARIES -0'-03/4° PLASTIC LAMINATE FINISH AT KNEE SPACE CONDITIONS FACE OF CABINET NOTE: REFER TO FINISH PLANS FOR COUNTERTOP PLASTIC LAMINATE EDGE ON 2 LAYERS OF 3/4' SUBSTRATE PLASTIC LAMINATE FINISH AT KNEE SPACE CONDITIONS VARIES 0'1/2 FACE OF CABINET NOTE: REFER TO FINISH PLANS FOR COUNTERTOP MATERIAL MATERIAL ®SOLID SURFACE O PLASTIC LAMINATE 1 1/2" =1'-0" 1 1/2" =1-0" CUSHION CASEWORK WV-1 CLAD CASEWORK WOOD BASE OBREAKOUT CASEWORK SECTION ®MARKETING CONF. ROOM BENCH SECTION 1 1/2" =1'-0" T-0 2' - 4 3/4° SE-1 CASEWORK —. i PL-1 WOOD BASE ®KITCHEN SECTION 1 1/2" =1-0" MIRROR 0' 8' UNDERMOUNT SINK QTZ-1 WC SINK SECTION DETAIL 1 1/2" =1-0" RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER T � Architecture 12201 Tukwila lot' Blvd Seattle, 206.281.8700 � - 4th Floor WA 98168 sabey.com 6194 REGIST RED Aiit,arlm.aQ// KARA M. ANDERSON STATE OF WASIMMT0N SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REW'i`:V\, • =(.1) CODE CC:LIANCE ew{QY'ck3v`r=13 DEC 182019 City of Tukwila BUILDE;IG DIVISION MARK i DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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. 3 4 8 10 F E B A (SCHEMATIC) STRUCTURE ALL WIRES TWISTED 3 TI S AT EACH ATTACHMENT DINT (2) 12 GAGE WIRES AT 4'-0" OC MAX ALONG PARTITION 4" MAX PARTITION ATTACHMENT CLIP AT 4'-0' OC, MAXIMUM nmmmmmm11Kmmumimim IMEM m ACOUSTICAL CEILING FOAM TAPE TO PLUG gGVAgPSSEA�T SUSPENSION TOP TRACK, 20 GAGE MINIMUM, PAINT FLAT BLACK CASING BEAD (SCHEMATIC) STRUCTURE AO PTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES OB PARTITION ORIENTED PARALLEL TO CEILING TEES PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM (WITH TEGULAR-EDGED TILES) O LLJ rU., o �¢oo Ur. 2 O z m o=¢o cc LrcU ▪ z 5 Fe U▪ OO UQ oz° 00 d c.ror-� U w M �z FCJ METAL STUDS (PER ICC ES REPORT ESR-3064P), MAXIMUM HEIGHT20'-0" - FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENERS: AT PLYWOOD FLOOR (MINIMUM 3/4" COX): PROVIDE (2) NO 8 X 1" WOOD SCREWS AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMIM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE - - AT CIP CONCRETEAND POST -TENSIONED CONCRETE FLOOR: PROVIDE HILT! X-U 0.15T' DIAMETER POWDER -ACTUATED FASTENERS, EMBED 3/4" PER ESR-2269. 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE OPTN-TO-FLR CONNECTION FOR SEISMIC SITUATIONS 3" =1'-0" Y EQ EQ ATTACHMENT OF SPLAY WIRES TO STRUCTURE: AT STEEL STRUCTURE: BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: EMBED THRICE -LOOPED WIRE EMBEDDED INTO CONCRETE (10" MINIMUM EMBEDDED LENGTH). OR CEILING MANUFACTURER'S CUP, FASTENED TO CONCRETE WITH POWDER -ACTUATED FASTENERS. AT PRECAST OR POST -TENSIONED CONCRETE: CEILING MANUFACTURER'S CUP, FASTENED TO CONCRETE WITH (2) 5/16 TAPCON SCREWS EMBEDDED 2" PER ESR-2202. AT OPEN WEB JOISTS OR TRUSSES: WIRE LOOPED AROUND BOTTOM CHORD. AT WOOD JOISTS (2" NOMINAL MINIMUM WIDTH): 114" DIAMETER X 3" LONG CLOSED -EYE SCREWS WITH 1" MINIMUM PENETRATION. OR (3) STAPLES MINIMUM ONTO LOOPED WIRE INTO SIDE OF JOIST. NOTE: UON ALL POWDER -ACTUATED FASTENERS HILTI PER ES REPORT ESR-2269. SPRINKLER HEAD, SPEAKER, /7 SENSOR, ETC.( WHEN OCCURS) LIGHT FIXTURE EQ EQ OTILE WITH LIGHT AND SPRINKLER HEAD 3" =1'-O" FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE. TYPICAL THROUGHOUT THIS DETAIL GENERAL NOTES: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED TRACK TO ALLOW 3/4" DEFLECTION. MAINTAIN DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 3/4" SHORT TO ALLOW 3/4" DEFLECTIOF AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 314" CLEAR SPACE TO ALLOW 3/4" DEFLECTION. DO NOT SCREW FINISH MATERIALS INTO TOP TRACK - FASTEN INTO STUDS ONLY APPLY OR PATCH FIREPROOFING (WHERE FIREPROOFING IS REQUIRED) AFTER INSTALLATIDl OF TRACK OR STRAPS AT PARTITIONS WITH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD 2' SHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT JOINT NEEDED TO ACHIEVE 3/4" DEFLECTION ® 3„ =1 r-0" ACOUSTICAL SEALANT AND BOND BREAKER TAPE CASING BEAD, TYP ACOUSTICAL PARTITION, TYP / PARTITION, TYP OPARTITION PERPENDICULAR TO FLUTES SEISMIC DESIGN CATEGORYAAND B: STEEL -ONLY DECK: NO 8 SCREWS AT 16" OC OR STEEL AND CONCRETE DECK: HILTI X-U 0.15T DIAMETER POWDER -ACTUATED FASTENERS AT 24" OC, EMBED 3/4" PER ESR-2269 SEISMIC DESIGN CATEGORY C, D, E, AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12" OC OR STEEL AND CONCRETE DECK HILTI X-U 0.15T' DIAMETER POWDER -ACTUATED FASTENERS AT 18" OC, EMBED 3/4" PER ESR-2269 NON -ACOUSTICAL MEM 1 0 PARTITION OFFSET AND PARALLEL TO FLUTES CASING BEAD WHERE EXPOSED TO VIEW, TYPICAL 4" WIDE PLATE (20 GAGE MINIMUM) AT 4B" MAXIMUM OC, WHERE NECESSARY FOR PARTITION ATTACHMENT FASTEN TRACK TO PLATE WITH (3) NO 8 SCREWS AT 48" MAXIMUM OC FASTEN PLATE TO STEEL -ONLY DECK WITH (2) NOB SCREWS EACH END OF PLATE OR TO STEEL AND CONCRETE DECK WITH (2) HILTI X-U 0.15T' DIAMETER POWDER -ACTUATED FASTENERS, EMBED 3/4", MIN 4" SPACING PER ESR-2269 OPARTITION BETWEEN PARALLEL FLUTES INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE IF FIREPROOFING IS REQUIRED FOR FLOOR ASSEMBLY RATING, PLACE ANCHORS FIRST OR REMOVE & PATCH FIREPROOFING AS REQUIRED MIN 250 LB ALLOWABLE LOAD IL. • a STRUCTURAL CONCRETE SLAB 1' MIN. 7--- REFERENCES ASTM E 580 5.2.7 & 5.2.8.3 MIN 90 LB ALLOWABLE LOAD MIN 3/8" X 2.25° EXPANSION BOLT 11/2'X11/2'12GA. . CEILING CLIP BRACING WIRE: 12 GA. SPLAYED BRACE WIRE - TIE TO STRAP WI 3 TIGHT TURNS WITHIN 3° 0 WIRE HANGER AT CONCRETE SLAB ' S 4•• 2" MAX FROM MAIN RUNNER TO STRUT 111 01. REFERENCE ASTM E 580 5.2.8 0.157° DIA POWER ACTUATED FASTENER 12 GA. x 3/4'W STL CEILING CLIP 12 GA. HANGER WIRE - TIE TO CLIP WI 3 TIGHT TURNS WITHIN 3° WIRE HANGER WIRE BRACES SPLAY WIRES AT 45 DEG TO CEILING PLANE ON ALL 4 SIDES PROVIDE B` MIN CLEAR BETWEEN WEEN WIRES & UNBRACED DUCTS, PIPES, CONDUITS, ETC COMPRESSION STRUT HEAVY DUTY MAIN RUNNER PER ASCE 7#SEC. 13.5.6.2.2 CROSS RUNNER LATERAL FORCE BRACING - DIRECT 1 3" =1'-0" 4. STRUT CONNECTION TO TIMBER V t ST 1/4' DIA. LAG SCREW 1° MIN. 2x4 BLOCKING - / f #10 SMS EACH SIDE AT LAP 3. STRUT CONNECTION TO STRUCTURAL STEEL 2. STRUT CONNECTION TO CONCRETE OVER METAL DECK #10 SMS EACH SIDE AT LAP 1. STRUT CONNECTION TO CONCRETE SLAB 0'-041"MIN. oT_O 0' - 1" MAX. 0'-2"MAX. REFERENCE ASTM E 580 5.2.7 COMPRESSION STRUT AT RUNNER 3„ =1-0" FIREPROOFING IF REQUIRED (2) 0.145° DIA. POWER ACTUATED FASTENER MIN LOADS EA IN 3/8° THICK STEEL TENSILE STRENGTH Fu=58ksi: TENSION 250, SHEAR 250 CUT FLANGES AND BEND #10 SMS EACH SIDE AT LAP (2) 3/8° EXPANSION ANCHOR 2-1/4° LONG FOR NOMIFIAL2" EMBEDMENT. LOADS (EA) IN NORMAL WEIGHT CONCRETE fc 3000 psi: TENSION 961L8, SHEAR 1020LB MIN 20 GA STEEL DECK L 1-1/2 X 1-1/2 X 12 GA OR 162T125-16 (2)#10 S.M.S 3/8' EXPANSION ANCHOR 2-1/4" LONG. MIN LOADS: TENSION 604L6 SHEAR 747LB CUT FLANGES AND BEND COMPRESSION STRUT BY 400S137-33 (20 GA) STUD TO LIFT OPTIONAL COMPRESSION STRUT 1 1/4' EMT (MIN. 0.061' THICK), GALVANIZED WITH 1-1/2' EMT SLEEVE. DETAIL PER 2013 CALIFORNIA BUILDING CODE STANDARD DETAIL CL3.20 WIRE HANGERS TIE TO RUNNERS WITH (3)TIGHT TURNS WITHIN 3°, MIN. WIRE HANGERS TIE TO RUNNERS WITH (3)TIGHT TURNS WITHIN 3", MIN. COPE FLANGE OR FATTEN TO ALLOW INSTALLATION OF ACOUSTICAL TILE (2)1/4° DIA. MACHINE BOLT, TYP. CEILING TILE RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 -4th Floor WA 96168 sabey.com REGISTERED AliGAIiSC RARA re. ANDERSOtE MIR OF WAENOTWON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 CODE COit!=LANCE DEC 18201B City of Tukwila BUILD'i(\G DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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 51® 1 6 7 8 10 F C B A 101 APC 11111` _!dj lid SEE' P "Al GYP BD - SEE RCP CONTINUOUS PERIMETER MOLDING FOR SEISMIC ZONE CATEGORIES D, E, F; DETAIL ILLUSTRATES PROPRIETARY ATTACHMENT INSTALL ATTACHED OR UNATTACHED PARALLEL TO MAIN WALL SIDES OF SIMILAR ATTACHMENT 20 GA STUD BRACE TO STRUCTURE EVERY 4' 0' O.C. ATTACH TO STRUCTURE ABOVE PER Alt- STUD GYPSUM WALLBOARD 2° X 2" LIGHT GAGE FRAMING ANGLE SUSPENDED CEILING TRANSITION 3" =1'-0" ALIGN OACT TO GYP CEILING 3" =1-0" DRYWALL SOFFIT ACOUSITICAL CEILING MAIN RUNNER CROSS RUNNER A ICI ACT TO GYP SOFFIT 3" =1'-0" REFERENCE ASTM E 580 5.2.9 0'-4' 0' -1 1/2" OSEISMIC JOINT DIRECT HUNG 6 3" =1,-0" 12 GA. PRIMARY HANGER WIRE @ 4'-0" O.C. IN BOTH DIRECTIONS LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL WHERE OCCURS 12 GA. SLACK WIRE AT OPPOSITE CORNERS OF LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL FROM CLAMPING DEVICE TO STRUCTURE ® MAIN RUNNER HANGER WIRE O SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) REFERENCE ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LB/FT ASTM E 580 5.3.3 SUPP HANGER 2X4 PERP TO MAIN RUNNER �/ 3/4" =1'-0" EDGE TO WIRE HANGER - 8° MAX / F REFERENCES ASTM E 580 5.2.6 HANGER WIRE- SUPPORT EACH MAIN OR CROSS RUNNER INDEPENDENTLY MAIN OR CROSS RUNNER VAjYIES - SEE RCP J' I ADJACENT CEILING OR SOFFIT CONDITION 13 CEILING WITH FREE END 3" =1'-0" EXTRUDED ALUMINUM CLOUD PERIMETER TRIM MAIN OR CROSS RUNNER ACOUSTICAL PANEL / 0' - 8" MAX. DRYWALL SOFFIT ACT CEILING CEILING EDGE MOLDING SCREW ATTACH TO ONE SIDE ONLY WIRE HANGER CEILING METAL SUSPENSION SYSTEM CEILING EDGE MOLDING SEE NOTE NO. 1 BELO 0 191/256' 0 2111256" -111111113C- 1. OR WITHIN 1/4 LENGTH OF END RUNNER WHICHEVER IS LESS, PERIMETER WIRES NOT RED WHEN LENGTH OF END RUNNER IS 8" OF LESS REFERENCE ASTM E 580 5.2. MAY BE ALLOWED AS PART OF AN ENGINEERED SYSTEM PROVIDE ICC-ES REPORT 1308 REFERENCE ASTM E 580 5.3.3 MAIN RUNNER 12 GA. PRIMARY HANGER WIRE @ 4'-0" O.C. IN BOTH DIRECTIONS LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL WHERE OCCURS 12 GA. SUPPLEMENTAL HANGER WIRE AT LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL AT CORNERS UNSUPPORTED BY MAIN RUNNER 12 GA. SLACK WIRE AT OPPOSITE CORNERS OF LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL FROM CLAMPING DEVICE TO STRUCTURE CROSS RUNNER 0 MAIN RUNNER HANGER WIRE O SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LB/FT SUPP HANGER @ 2X2 ONE SIDE/MAIN RUNNER O REFERENCE ASTM E 580 5,2.8.5 ACOUSTIC -1' MIN. PANEL OSPRINKLER HEAD 3" -0" PROPRIETARY SEISMIC CLIP SYSTEM ATTACH THROUGH SLOT WIRE HANGER MAIN OR CROSS RUNNER ACOUSTICAL PANEL CEILING EDGE MOLDING FACE OF FINISH OVERSIZE RING, SLEEVE OR ADAPTER TO ALLOW A MINIMUM OF 1° OF FREE MOVEMENT ALL AROUND SPRINKLER HEAD STABILIZATION SHALL OCCUR WITHIN 24° MAX OF EACH WALL 0'-8"MAX. SEE NOTE NO. 1 BELOW '-03/4"MIN. 1�11111111111 N WIRE HANGER SEISMIC STABILIZER BAR OR MECHANICALLY CONNECTED CROSS RUNNER MAIN OR CROSS RUNNER ACOUSTICAL PANEL 1111111110111111 1. OR W/ IN 1/4 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT REQ WHEN LENGTH OF END RUNNER IS 8" OF LESS REFERENCES ASTM E 580 5.2.5 FIGURE 6 & 5.2.6 n PERIMETER UNATTACHED - PROPRIETARY n PERIMETER UNATTACHED ..+ 3" =1'-0" �J 3" =1 -0" CEILING EDGE MOLDING FACE OF FINISH 11 1'-1163/64" MAIN RUNNER CROSS RUNNER 12 GA. PRIMARY HANGER WIRE AT 4'-0" O.C. IN BOTH DIRECTIONS LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL WHERE OCCURS REFERENCE ASTM E 580 5.3.3 12 GA. SUPPLEMENTAL HANGER WIRE AT LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL AT CORNERS UNSUPPORTED BY MAIN HANGER 12 GA. SLACK WIRE AT OPPOSITE CORNERS OF LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL FROM CLAMPING DEVICE TO STRUCTURE 41 MAIN RUNNER HANGER WIRE O SUPPLEMENTAL HANGER WIRE. A SAFETY WIRE (SLACK) ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LB/FT OSUPP HANGER @ 2X4 / TO MAIN RUNNER 3/4" =1'-0" II I � M I✓ ( I I ( I LI A 0 A I I ( I LI I P, I B I C D I C I i ( I I o I AS REFERENCE ASTM E 580 5.3.3 AIN RUNNER ROSSRUNNER GA. PRIMARY HANGER WIRE AT 0" O.C. IN BOTH DIRECTIONS GHT FIXTURE, HVAC DEVICE, CCESSPANEL WHERE CCURS 1 GA. SUPPLEMENTAL HANGER WIRE GHT FIXTURE, HVAC DEVICE, ACCESS 4NEL AT ALL CORNERS UNSUPPORTED I' MAIN HANGER GA. SLACK WIRE AT OPPOSITE RNERS OF LIGHT FIXTURE, HVAC VICE, ACCESS PANEL FROM AMPING DEVICE TO STRUCTURE AIN RUNNER HANGER WIRE UPPLEMENTALHANGERWIRE AFETY WIRE (SLACK) FOR USE WHEN CROSS RUNNER CARRYING CAPABIUTY IS < 16LB/FT OSUPP HANGER ODD SIZE ANY LOCATION 3/4" =1'-0" RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 -4th Floor WA 9816E sabey.com 0194 ` REG18IEBED i Irt°T� BABA M ANDm18ON SIATE OF WASHI GTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 CCD:: Cc::;;;-L'^:'`N E AP. ''ev . DEC 182C19 City of TLIkW)la DUILDik3 DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: At 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 - DIRECT HUNG 51®r , 2 GLASS STOREFRONT PANELS POLYCARBONATE TRIM, GLASS TO GLASS JUNCTION TYPICAL BUTT JOINT AT INTERIOR GLASS PARTITION 3" =1-0" ALUMINUM FRAMED GLASS STOREFRONT ANODIZED BLACK FINISH SCHEDULED FLOOR FINISH I B TYPICAL SILL @ INTERIOR GLASS PARTITION PARTITION AS SCHEDULED ALUMINUM FRAMED GLASS STOREFRO RB-1 BEYOND CORRIDOR 0'-63I16°MAX PARTITION PER PLAN RB-1 BEYOND OFFICE INTERIOR TYPICAL JAMB @ INTERIOR GLASS PARTITION PARTITION AS SCHEDULED y f BRACE TO STRUCTURE ON NON -EXPOSED SIDE AS REQUIRED PARTITION PER PLAN CORNER BEADING ALUMINUM FRAMED GLASS STOREFRONT 5/8" GYP BD, 1 LAYER EA SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS Al_ N A2_ A3_ A4_ A5_ N A6_ A7 N A8_ to- 1-HR RATED WITH GYP BD TO STRUCTURE ABOVE �x / �/,'��� \ r 48 t 40 r 47 r 40 . t 47 e 40> • : r 48 ... NON -RATED WITH GYP BD TO STRUCTURE ABOVE OM 39 ` A21 46 CDO 40 0 47.. 40 A61 47 • 40 Q 48 NON -RATED TH TO6° ABOVE VCEILNGPBD CD 0,--'.CD;. '. CD- j.CD NON -RATED WIESTUDS & GYP BD TO FINISHED CEILING COyl:/ CD*. �. A83 PARTIAL HEIGHT PARTITION. SEE FLOOR PLANS FOR HEIGHTS. co A24 A34 CD A64 - 0 STUD SIZE 21/2' 21/2" 3 5/B" 3 5/8' 4° 4' 6° 6" BASIC PARTITION THICKNESS 3 3/4° 3 3/4' 47/8° 47/8° 5 1/4' 51/4° 7 1/4" 7 1/4' ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) UL DES U494 UL DES U465 UL DES -U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 5/8" GYP BD, 1 LAYER ON SYMBOL SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS METAL FLAT STRAP LATERAL BRACING AS REQUIRED D1_o D2_ N D3_ N D4_ to D5_ D6_ to D7_ w 08_ w D9_ NONRATED WITH GYP BD CD 27 CD29 CIO ? 27 CD 30 27 30 C e 27 o: 31 26 NON-RA70STRUCTUREABOVE H TO 6" B70 CEI INGP BD 0 D22 CD CD o ` CD o ®' 4:20 NO -RATED IITHINGSTUDS & GYP BD 12 CSO 430 0 0 CO a 0 CD STUD SIZE 21/2° 2 1/2° 3 5/8" 3 5/8" 4" 4' 6" 6° 1 1/2" BASIC PARTITION THICKNESS 31/8" 3 1/8° 41/4° 4 1/4" 4 5/8" 4 5/8' 6 5/8' 6 5/8" 21/8" ACOUSTICAL INSULATION - YES - YES - YES - YES YES H TYPICAL WALL CONSTRUCTION SUSPENDED CEILING PER T.I. 314' CHAMFER DRIP REVEAL @ HEAD ONLY SEALANT AND BACKER ROD 114' SHIM ALUMINUM WINDOW FRAME TYPICAL HEAD @ INTERIOR GLASS PARTITION WINDOW SILL AND HEAD 3" =1'-0" 3/4" =1-0" 3 12' X 2' X 16 GA CONT. STUD DEMO SIGHT OBSCURING FILM TO INSIDDE FACE OF EXTERIOR GLAZING SEALANT ALUMINUM WINDOW FRAME WEEP TO EXTERIOR SEALANT — SHIM 16 GA. FRAMING AROUND WINDOWS TYPICAL WALL CONSTRUCTION SOUND ATTENUATION BLANKET WHERE SCHEDULED 518° GYP BD, 1 LAYER EA SIDE BASIC PARTITION THICKNESS — MOM NEW WALL / WINDOW MILLION 4 3" =1,-0" PARTITION TYPES GENERAL NOTES 1. REFER TO FLOOR PLAN SERIES All FOR LOCATION OF PARTITION TYPES. ALL PARTITIONS ARE TYPE' A61" UNLESS NOTED OTHERWISE. NOT ALL PARTITION TYPES SHOWN ARE USED. PARTITION TYPE TAG (AS SHOWN ON PLANS IN All 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 3/4° 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 CONTRACTORS 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 4/A61-50 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 6/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". EXISTING WINDOW SYSTEM 1/2' X (WIDTH OF MULLION) BLACK FOAM TAPE COMPRESSED TO MULLION BY STUD NOTE: DO NOT SCREW INTO MULLION OR, SILL ETAL CORNER BEAD, JOINT COMPOUND BREAK METAL PAINTED TO MATCH MULLION RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER a Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 M1µim ua -4th Floor WA 98168 sabey.com 6194 FifiQJBESSID jAR 111. NARA M. ANDERSON STATE OP WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 CCC CCL IANCE I ------ DEC 18 2019 City of Tukwila GUILD:\'G DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 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. 6 7 8 10 8 41h Floor Remodel 20191Pe F E A LINE OF STRUCTURE MINERAL FIBER PACKING ACOUSTICAL SEALANT, BOTH SIDES 2 LAYERS - 5/8° GYP BD NON-STRUCTURAL METAL FRAMING 2 1/2" SOUND ATTENUATION BLANKET 1 LAYER - 5/8° GYP BD a1 1/2" =1-0" I ACOUSTICAL PARTITION (TYPE U SIM) HEAD DETAIL y,NO BRACING PERMITTED WITHIN 1" AIR SPCE DO NOT ATTACH GYP BD TO DEFLECTION TRACK DEFLECTION TRACK WITH 3" LONG OUTER LEGS 2 LAYERS 5/8" GYP BD NON-STRUCTURAL METAL FRAMING 3' SOUND ATTENUATION BLANKET O1 1/2" = 1'-0" I PIPE PENETRATION THRU NON RATED ACOUSTICAL PARTITION (a HEAD (STC 64) PACK WITH MINERAL FIBER ACOUSTICAL SEALANT AND BACKER ROD ACOUSTICAL PARTITION SECTION NUMBER OF LAYERS OF 5/8° GYP BD PER PARTITION TYPE FLOOR O1 1/2" =1'-0" (@ BRACING WHEN PARTITION EXCEEDS MAXIMUM HEIGHT ALLOWED BY STUD MFR MINERAL FIBER PACKING HEAD DEFLECTION ASSEMBLY 0 `Sa ALOWED BY S FLOOR PARTITION SECTION NON-STRUCTURAL METAL FRAMING SECURED TO STRUCTURE ABOVE CONTINUOUS HORIZONTAL NON- STRUCTURAL METAL FRAMING REQUIRED WHEN GYP BD DOES NOT EXTEND TO STRUCTURE. SIZE AND NUMBER DEPENDS ON PARTITION HEIGHT 5/8" GYP BD EXTENDS TO 6" MIN ABOVE FINISHED CEILING SCHEDULED CEILING SCHEDULED PARTITION ACOUSTICAL SEALANT, BOTH SIDES BRACING ANCHORED TO STRUCTURE LINE OF 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 JOINT REINFORCEMENT O1 1/2" =1'-0" I PARTITION INTERSECTIONS AND GYP CONTROL JOINTS PARTITION INTERSECTION NON-STRUCTURAL METAL FRAMING GYP BOARD ACOUSTICAL SEALANT SOUND ATTENUATION BATTS ACOUSTICAL SEALANT NON-STRUCTURAL METAL FRAMING MINERAL FIBER PACKING (3# -Eft DENSITY) METAL CONTROL JOINT CD1 1/2" =1'-0" ( BACK BOX INSTALLATION DETAIL @ NON -FIRE CONCRETE/CMU RATED PARTITION NON-STRUCTURAL METAL FRAMING ACOUSTICAL SEALANT SOUND ATTENUATION BATTS PARTITION -WALL INTERSECTION 5/8" GYPSUM BOARD METAL CONTROL JOINT SOUND ATTENUATION BATTS CONTROL JOINT ACOUSTICAL PARTITION PLAN DETAILS w z AI SEAL VOIDS FROM OUTSIDE AND COVER BOX WITH 1/8" ACOUSTICAL PUDDY PAD CUT GYP BD TO ALLOW 1/4° 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. ( III NON-STRUCTURAL METAL FRAMING SOUND ATTENUATION BLANKET (THICKNESS, STC PER PARTITION TYPE) NUMBER OF LAYERS OF 5/8" GYP BD PER PARTITION TYPE (GYPSUM SHAFT LINER BOARD PER PARTITION TYPE AT SIM) ACOUSTICAL SEALANT, BOTH SIDES (FIRE-RESISTANT RATED SEALANT BOTH SIDES AT SIM) O1 1/2" =1'-0" I BOTTOM OF METAL STUD WALL ACOUSTICAL PARTITION @ FLOOR ()ACOUSTICAL PARTITION @ CEILING 1 1/2" =1'-0" I WHERE GYPSUM BOARD STOPS AT THE CEILING TOP FINISH MATERIAL PER INTERIOR ELEVATIONjilot — EL VARIES RE: PLANS HEAD PLAN SILL II" 1110 `mot II \, II II EDPARTITION SECTION 1 1/2" =1'-0" I HEAD DTL PARTIAL HEIGHT WALL '/ 1 1/2" =1'-0" I NON -RATED W/ GYP BD TO 6" ABOVE CEILING 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 1 LAYER 5/8° GYP BD (EA SIDE) 2" X 2" X 1/4" STEEL TUBE @ 4'-0" ON CENTER NON-STRUCTURAL METAL FRAMING INFILL BETWEEN STEEL TUBES PER DELEGATED DESIGN NON-STRUCTURAL METAL FRAMING 1/2" STEEL PLAN EXPANSION BOLTED TO FLOOR STRUCTURE SEALANT (EA SIDE) FLOOR ACOUSTICAL PARTITION PLAN DETAIL LINE OF STRUCTURE MINERAL FIBER PACKING /DEFLECTION TRACK WITH 1" EXPANSION AT STRUCTURE 5/8" GYP BD ON BOTH SIDES EXTENDS TO 6" ABOVE FINISHED CEILING NON-STRUCTURAL METAL FRAMING SOUND ATTENUATION BLANKETS AT SIM WHERE LOCATED ON REFLECTED CEILING PLAN SCHEDULED CEILING SOUND ATTENUATION BLANKETS (THICKNESS PER PARTITION TYPE) EXTEND FROM FLOOR TO STRUCTURE ABOVE ACOUSTICAL PARTITION CEILING RECEIVED CITY OF TUKWILA Architecture 12201 Tukwila Mt' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 8194 HBGIS'MED AR IMAM AIaD MON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 9816E CCCE. CC;:i: LL;NCE DEC 18 2019 City cf TukWia CUILO;,v'G DIVISIO I MARK I DATE DESCRIPTION PROGRESS DATE: 11(12/19 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 Coryoraton and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. INTERIOR PARTITION DETAILS NOV 182019 PERMIT CENTER 1-5 3 4 5 6 7 8 9 10 DOOR SCHEDULE SABEY_DOOR MTL SABEY_DOOR FIN SABEY_DOOR GLZ SABEY_FRAME MTL SABEY_FRAME FIN DOOR SCHEDULE MARK DOOR REMARKS DOOR NO ROOM NAME SIZE TYPE W HT THK 202 CORRIDOR 3' - 0' 8' - 0° 0' -13/4° SL WD GL-1 PT-1 HM PT-1 2' SIDEUGHT, PROVIDE KEY CARD ACCESS 203 MARKETING 6'-0" 8'-0° 0'-13/4" DAG WD GL-1 PT-1 HM PT-1 ALLSTEEL, BEYOND WALL SYSTEM 205 PHONE 3'-0" 8'-0" 0'-01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 207 - OFFICE 3'-0" 8'-0° 0'-01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 207E UBRARY HUDDLE 3'-0' 8'-0' 0'-01/2" E GL-1 GL-1 GL-1 MFG ELK ALLSTEEL, BEYOND WALL SYSTEM 208 OFFICE 3'-0° 8'-0° 0'-01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 209 OFFICE 3'-0° 8'-0° 0'-01/2° FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 210 OFFICE 3'-0° 8'-0" 0'-01/2° FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 211 OFFICE 3' - 0° 8' - 0" 0' - 01/2° FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 212 OFFICE 3'-0" 8'-0' 0'-01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 213 - OPEN WORKSTATIONS 3'- 0" 8'-0° 0'-13/4' SL WD GL-1 PT-1 HM PT-1 2' SIDEUGHT, PROVIDE KEY CARD ACCESS 214 HUDDLE 3'-0' 8'-0' 0'-01/2" E GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 215A WOMEN'S LOCKER 3'-0° T-0° 0'-13/4" F WD PT-1 - HM PT-1 215E MEN'S LOCKERS 3'-0° 7'-0' 0'-13/4' F WD PT-1 - HM PT-1 216 SHOWER 3'-0" T-0" 0'-13/4' F WD PT-1 - NM PT-1 LOCK, PRIVACY INDICATOR 217 QUIET RM 3'-0° 7'-0° 0'-13/4" F WD PT-1 - HM PT-1 LOCK, PRIVACY INDICATOR 218 SHWR 3'-0" T-0" 0'-13/4° F WD PT-1 - HM PT-1 LOCK, PRIVACY INDICATOR 219 WELLNESS 3'-0° T-0° 0'-13/4" F WD PT-1 - NM PT-1 220 CONSULT 3'-0" T-0° 0'-13/4° F WD PT-1 - HM PT-1 - 221 CORRIDOR 3'-0° T-0° 0'-13/4° F WD PT-1 - HM PT-1 - 222 IT 6'-0" 8'-0' 0'-13/4° F WD PT-1 - NM PT-1 - Grand total: 21 DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS TO ALIGN TO 8' DATUM LINE. 2. PRESERVE AND PROTECT ALL DOORS WHERE DEMOLITION OCCURS TO BE REUSED. DOOR TYPES FLUSH F FULL GLASS FG STATIONARY Y SEE 00011,SCHED. SLIDING , MIN 32' E OPENING FULL GLASS DAG • SIDELIGHT SL DOOR SCHEDULE ABBREVIATIONS GENERAL ABBREVIATIONS: AL ALUMINUM HM HOLLOW METAL MFG REFER TO MANUFACTURER PLAN PLASTIC LAMINATE FACED DOOR PT PAINTED FINISH WD SOLID CORE WOOD RECEIVED CITY OF TUKWILA NOV 182019 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 8194 REGISTERED AR RABA M. AMMON MTh OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 NC2 CCDE ru;-`;�; DEC 18NA City of Tukwila GUILD:NG DIVISION MARK I DATE I DESCRIPTION PROGRESS DATE: 11 /12/19 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. 2 3 4 5 6 7 8 9 10 KEY NAME DESCRIPTION ACOUSTIC CEILING PANEL Finish Schedule MANUFACTURER SIZE STYLE TYPICAL LOCATION COMMENTS ACP-1 ACOUSTIC CEILING SYSTEM ARMSTRONG 2' X 2' ULTIMA, BEVLED TEGULAR 9/16' 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) W/ OPAQUE WHITE FINISH SEE RCP PAINT CROSS PIECE BACKER PT-1 ACP-2 ACOUSTIC CEILING SYSTEM WITH CONCEALED GRID ECOPHON FOCUS Ds 2' X 6' AKUTEX FT WHITE FROST SEE RCP CARPET CPT-1 GENERAL CARPET INTERFACE 25cm x 1 m BROWNSTONE- SECOND STORY, UPPER EAST GENERAL CARPET GLAZING GL-1 INTERIOR GLAZING ALLSTEEL BEYOND COLOR: SOLAR BLACK LEVEL 02 OF1 FRONTS COORDINATE WALL SYSTEM WITH SUSAN RUDD, COI GL-2 GLASS WHITE BOARD CLARUS 4' X 8' WHITE BACKPAINTED GLASS CONF ROOMS METAL M-1 RECEPTION DESK BASE RECPTION DESK PAINT PT-1 GENERAL PAINT BENJAMIN MOORE CLOUD WHITE 967- EGGSHELL GENERAL WALLS PT-2 ACCENT PAINT BENJAMIN MOORE SLATE TEAL- 2058-20 PLASTIC MINATE PL-1 PLASTIC LAMINATE PIONITE MERCURY SG204, SUEDE KITCHEN PL-2 PLASTIC LAMINATE WILSON ART DESIGNER WHITE D354-60 MATTE FINISH GENERAL CABINETS PL-3 PLASTIC LAMINATE LAMIN-ART #3056-VT MYSTIC WOOD VELVA TEX FINISH SEE ELEVATION RUBBER TILE RT-1 SOLID SURFACE RUBBER TILE ROPPE 27' X 27" TUFLEX SPARTUS RUBBER TILE, COLOR: 913 CHARCOAL WELLENESS SS-1 TILE QUARTZ COUNTERTOP ICAESERSTONE 4011 CLOUDBURST CONCRE I COUNTERTOPS _I T-1 ACCENT TILE FIRECLAY RANDOM MIX COLORS- FROST (V2), CRATER LAKE (V3),NAVY BLUE- OGEE DROP KITCHEN BACKSPLASH SEE DIAGRAM PROVIDED BY FIRECLAY TILE FOR INSTALLATION T-2 ACCENT TILE WALKER ZANGER 16X32 DEEP BLUE CHEVRON 4D BATHROOM ACCENT OPTION 1 T-3 GENERAL TILE TBD TBD BATHROOM TILE BASE TBD BASED ON SABEY SELECTION 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 SHOWERS OPTION 1 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 TOILET PARTITION TP-1 TOILET PARTITION GLOBAL ULTIMA PRIVACY TOILET PARTITIONS, COLOR: WHITE BATHROOM PARTITIONS WALL COVERING WC-1 CORK WALL SUSTAINABLE MATERIALS N/A BLUE- CORK STRIPS ORGANIC BLOCKS PHONE ROOMS WC-2 WALL COVERING CARNEGIE N/A ELITE (6412)- STYLE 13 (BLUE) BOOKCASE OPTION 1 WC-3 WALL COVERING CARNEGIE N/A ELITE (6412) -STYLE 20 (GREIGE) BOOKCASE OPTION 2 WINDOW SHADES WS-1 INTERIOR SHADES MECHO THERMOVEIL IN 1519 SILVER BIRCH, 3% OPENNESS WINDOWS WS-2 INTERIOR BLACK OUT SHADES MECHO CLASSIC BLACKOUT 0700, COLOR WHITE 0701 WINDOWS WOOD WD-1 WOOD FLOORING KENTWOOD 9 1/2" x 3/4"x P - BRUSHED OAK RECEPTION FLOORS 83" WOOD VENEER WV-1 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 A13-01 FOR FINISH LOCATIONS. FLOOR: 1. TRANSITION ALL FLOOR FINISHES AT CENTERUNE 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, UNO. 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. DOORSNVINDOWS: 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 RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER Architecture 12201 Tukwila Int' Blvd Seattle, 206.281.8700 - 4th Floor WA 98168 sabey.com 6 94 REGISTABED AB 8AEAEtAKDZR5OA SEATS OF WAMIJGTCN SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 ..----, CCDE C.%13.,'-Ll-•',14 LE . DEC 18 21119 City of Tukwila RI IlLn.-vc.,. r).;‘4,--,-,N, MARK 1 DATE t TIE. ON PROGRESS DATE: 11/12/19 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 SCHEDULE AND LEGEND 6 1 . 1. 1_. 1 9 11 -_C 11. 1-! r 178.1 MEMO 1 !I0111•-R_18111118111101 811811011 i EA) ❑ (-1 r -0 s 5 3 5. 3 8. 1- 3 5 . 3.: 8. 8. 2.1 5. 3. 2. 2 2 2.1 2 I.: 1. 5 5 6 H 3 L i. e 6 2 8. 6 1 4 4 I. 0- • u 0, O 2 3. 1.! 6 .• 6 3 8. 8. 6- 1 6- 1 6 8- FJ • • ■ 1-I m I • m • • u C- C 11 • • * • O O O O C • • II 1.1 0.1 0.1 0.2 0.2 0.3 0.4 b.s 0.6 0.8 b-9 1 1 0.1 0.1 0.2 0.2 0.3 0.+ 0.5 0.7 1.9 0.1 0.1 0.1 0-2 0. 1.1 O. 1.1 0.2 pIli. 0.1 0.1 0.2 b.l b.l o. 0.1 0.1 0. 0.5 1.7 1.0 1.5 0.6 0.8 1.4 2.8 1.7 1.0 2.0 9.7 0.2 0.4 0.5 0.8 1.2 2.3 1.0 0.5 0.7 0.9 1.3 2.0 1.8 0.2 0.7 1.1 1.3 1.4 1.6 2.5 1 2.1 2.1 2 ❑ 4 b. is b. O O O II b-z b 1-0 1 • 2.7 2.s 1.7 1.1 1.5 1.1 2.2 6.6 21.2 33.6 20.6 6.2 2.6 1-7 1.4 1.. 1.5 2.1 3.8 12.3 31.9 29.3 15.• 1.2 1.4 1.5 1.8 2.7 6.9 33.6 1 . 1 8.7 2.9 2.1 1.9 1.9 2.0 2.5 1.6 18.) 56! LAW 2.1 2-5 2.4 2.3 2.8 9.5 20.4 37.9 27.1 2.6 3-0 2.6 2.9 3.0 2.9 2.9 3.9 10.1 33.5 35. 9.6 M.5 9.5 3.3 2.7 3.4 6-3 1-I 8.1 1.9 3.0 3.7 6.1 •.8 5.9 3.8 3-9 1.4 1.0 9.0 20.8 57.0 21.0 6.2 3.0 2.6 2.8 3.0 2.9 2.7 3.1 6.5 21.1 34.99220.1 6-1 3.3 2.9 3.0 2.8 36.0 t .1 1.9 3.0 2.2 2.1 1.1 2.2 2.3 3.1 1.9 35.4 ¶ 35S.1 1.2 3.3 2.6 2.1• 1.9 19.8 39.2 24.1 2.3 2.8 2.1 2.0 2.0 2.0 2.2 2-8 9.9 17.3 36.0 22. 6.3 3.0 2.2 1.9 1.7 1.9 1.1 6.8 3.6 2.4 2.1 2.2 1.3 2.3 2-2 2-I 3.3 9.4 1.6 6.7 3.7 2-7 2.9 2.i1 2.1 2.1 2-5 2.5 2-2 2.2 2.6 3.4 3.8 3.4 2.7 2.3 2.4 2.7 3.0 2.8 2.6 2.6 3.2 3.8 3.6 • J C_ 1- 2.3 2.8 2.5 0 , 3.5 3.7 3 14 2. 1 2.• 2.! 3.! 5.0 1.9 8. 2 3. 10.1 9.9 12.6. • • 12.5 12.3 9.9 9.7 6.2 6.2 3.6 3.6 • 2.3 2.2 .7: 9 1�. i0.e io.s .2.; 124111/ E . 12.0 11.5 9.0 8.8 5.2 5.1 A2- • 0 2.1 6 2.0 .1 12.8 16.7 10.1 1.3 2.6 2.1 2.1 2.1 2.2 2.4 3.4 2.8 16.3 14.5 1.4 1.6 • 1.7 2.0 2.8 6.4 30.1 51.3 28.3 • LA-E 7.4 2-9 2.2 2.0 2.0 • 2.1 2.6 4.6 17.1 18.7 45. • LA. 1-8 2.0 2.1 2.2 2.9 6.4 28.8 52-6 31-i 8.5 3.0 2.4 2.4 2.5 2.5 2.8 4.1 15.1 47.6 48. '3.2 3-8 • 3.3 2.8 2.8 4.1 10.7 17.7 • 13.1 5.8 2-9 3.0 3.7 4.1 • 3.7 3.2 3.6 6.5 19.7 • 16. 10.8 17.1 9-7 4.3 2.8 2.8 3.5 1.0 3.6 2.9 3.0 9.0 +11.5 16.5 10.7 6.9 3.2 3.3 3.9 3.8 31.8 56.7 29.i • LA-E 2.4 3.0 2.3 2.2 2.3 •• 2.3 2.3 3.0 8.9 32.6 53.1 .3 30 LA-E 7.1 3.1 2.4 2.3 • 2.0 29.8 97.8 33.! '8.5 2.9 2.0 1.8 1.7 1.8 2.0 2.8 2.2 27.5 93.1 51.1 1.4 3.0 2.0 1.7 1.5 9.0 19-6 • 12.1 4.9 2.5 1.9 1.7 1.6 • 1.6 1.7 2-2 4.0 9.7 17.5 • 12.! 4.5 2.5 1.9 1.6 • 1.3 3.0 3.7 3.3 2.6 2.2 2.1 2.0 1.7 1.5 1.5 1.7 2.3 3.2 3.7 3.4 2.6 2.2 2.0 1.9 1.6 1', - 1.2 1.7 2.0 2.3 2.7 3.5 4.1 1.0 3.0 2.0 1-5 1.4 1.6 1.8 2.0 2.1 2.1 3.0 3.8 4.1 .1 1-3 1-3 1-5 2.3 1.0 b 1❑ V.5 1..9 5-6 3.3 1.8 1-3 1.2 1.3 1.5 1.7 2.9 5-1 6.9 17.7 6.7 19. 1.3 2.2 1.6 1.4 1.7 5 20. 6.7 9 1.2 z 7; " 1.9 2.3 1.5 1.5 2.7 9.5 1.6 10.7 10.5 1.2 1.9 2.2 1.2 1.1 1-1 1.2 1.7 3.8 2.1 9.8 10.9 9.6 'Li 8•..A.(1 2.0 1.1 Isl. 2.9 9.7 124/LIOWE 9.9 9.8 2.60 1.2 0.9 1.9 1.1 •1.8 1.3 8.0 11.2 •LD E8.2 8.5 a 2.) 1 1-2 2.5 9.9 1.5 11.0 10.9 1.5 9.2 2-3 1.1 1.8 0.8 1.0 1.5 3.7 1 10.1 11.3 10.1 2.7 O O O O 0.9 1.7 3.9 2.9 11.0 11.7 1.1).E 4.4 12.2 13.0 11.1 2.0 3.7 2.1 2.3 4.6 8 1.8 1.4 .'2.2 1.8 8.6 11.8 40E .E1.1 2.9 1.s 4;3.4 9.s 9.3 i2.5 etbe1.7 1.0 1 12.0 10.5 2.3 3.8 2.5 3. 111111111111 I II II IN 1111111111 6.1 3.6 2. 9.4 2.5 10.1 10.8 9.4 6-5 3.6 2. .2 .8 .5 b -0 0 .9 0 .6 0 6.6 9.0 10.1 8.8 6.1 5. 1.1 1.1 1-2 1.8 3.3 6 1 1.0 8.1 6.2 3.7 1.7 11.9 0.7 0.7 1.8 1-2 2.5 1.8 2.2 1.2 2.3 9.3 6 -.2 1. • J .0 0 .0 0 4.5 7.4 7 9 2 0.2 0.2 0 .1 5.7 •i.0 1 9 0.8 0.5 0.3 1.0 02.0 1.8 8-9 12.3 1114.9.61.4 1.1 1.6 43.3 5-3 1.9 12.0 Ni1.2 2.8 1.4 4.3.3 9.9 9.1 12.2 .E1.3 3-6 3-7 41.9 0.6 O. 0.9 1.8 1.5 8.4 ' .6 12.7 11.2 2.7 1.3 3 0 1.9 11.5 11-1 12.4 10.8 2.4 1.1 3.0 5.1 8 8 11.7 12.8 11.0 2.5 3 6 1. 0.6 1.2 1.4 1.2 1.2 1.2 1.3 • 8 1.2 1.6 1.9 1.8 1.2 2.3 3.6 1.5 1 2 1.8 1-3 6.7 8.2 2.7 0 • • • • '418.4 6.0 9.2 11.1 10.5 -, 2 3 , 0. 3i ,O 6.5 10.0 12.2 11. 8.8 e � .446 min • 5.3 8.4 10.3 9.8 2.+ 3.2 9.4 6.9 6.5 1.9 1.4 2.5 3.3 3.1 2.3 11.7 0-9 • 5 ( • • • • ❑ 9 0 5 0.2 0'31 b.i 0-5 0.5 0.6 0.6 0.5 0.4 0.2 • • • • • • • • • • • • • • • • • • • • • • • SECOND FLOOR T.I. EGRESS ILLUMINATION T SCALE: 1/8" EDN 0.3 1.3 0.9 0.i 0.3 0.3 0.2 O GENERAL NOTES 1. "-E' APPENDED TO LUMINAIRE TYPE IDENTIFIES LUMINAIRE TO BE CONNECTED TO LIGHTING INVERTER. CORRECTION LTRN�_ T y) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 0 2022 City of Tukwila BUILDING DIVISION AV/" REVISIONS Ng: changes shall be made to the sCOR. of WOrk witnout prior approval of toe Tukwila Building Division. NOTE: Revisions will require a new On submdlal and may include additional p Maw ��VISION NO�� D ig'0036? SEPARATE PERMIT REQUIRED FOR: Er Mechanical []'I Electrical Er Plumbing [3 Gas Piping City of Tukwila BUILDING DIVISION RECEIVED AUG 16 2022 Community Development 12201 Tukwila Ina Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 FILECOPY �f _ P.mnit Na 1,194. el f Plan review approval is subject to errors ano omissions. Approval of construction documents does lot authorize the violation of any adopted code or ordinance Receipt of approved Fieto Copy and conditions is ac n, By. Si 3' IN Date: City of TuKwiia BUILDING DIVISION 1 02/06/20 Tenant Revisions / Construction Issue MARK I DATE ( DESCRIPTION PROGRESS DATE: 02/06/20 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 disdosed without the written consent of the Sabey Corporation. FLOOR PLAN- LEVEL 02 Al 0-02 1 2 3 4 5 6 7 8 9 10 G:Wrchitecture\ArchGraphlx\Sabey Owned Buildings \Intergate West\Bldg B\99-20-24_Sebey_office\Sabey HQ_2nd & 4th Floor Remodel_2019\Permit\SabeyOfficeTl_Floor Level 02_Wellness Room.rvt 8/11/2022 10:25:31 AM 60 rMOOW iir//O/. LEVEL 02 FINISH PLAN 1/8" =1'-0" INTERIOR FINISH PLAN LEGEND ROOM FINISH TAG ROOM NAME NUMBER XXX XXX XXX XXX (a) WALL FINISH WALL BASE FINISH FLOOR FINISH ACCENT FINISH TAG (THIS TAG OVERRIDES THE "ROM FINISH TAG") KEYNOTE ETR —}— XXX MATERIAL TRANSITION TAG --•—• MATERIAL PATTERN DIRECTION MATERIAL SEAM WOOD IN PERPENDICULAR DIRECTION INTERIOR FINISH PLAN GENERAL NOTES REFER TO INTERIOR FINISH LEGEND A64-01 FOR FINISH MANUFACTURER AND COLOR INFORMATION. OR ANS OR CA MAXIMUM CLASS C FLAME SPREAD FOR WALL AND CEILING FINISHES. 1. TRANSITION ALL FLOOR FINISHES AT CENTERLINE OF CLOSED DOOR. 2. METAL TRANSITION AND TRIM FINISH: SATIN WALUCEILING: 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. 3. ALL GYP CEILINGS TO BE PAINTED PT-1, MATTE FINISH, UNO. 4. LEVEL 5 WALL FINISH BEHIND WC-3. 5. PROVIDE MATTE SEALER ON EXPOSED COLUMNS. DOORS/WINDOWS: 1. REFER TO A62-01 FOR DOOR SCHEDULE, FINISHES, TYPES AND DETAILS 2. ALL STOREFRONT FRAMES AND DOORS TO BE ANODIZED BLACK, ACCEPT FOR WALLNESS ROOM. WELLNESS FRAMES TBD. 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 EGGSHELL FINISH GLOSS FINISH CEILINGS WALLS BASE, TRIM, DOORS, HANDRAILS PT-1 RB-1 CPT-3 f CPT-3 CPT-3 CPT-3 PT-1 RB-1 CPT-1 INTERIOR FINISH WALL LEGEND 41 CPT-1 CPT-1 WD-1 f PT-1 RB-1 CPT-1 PT-1 RB-1 WD-1 CPT-1 —}— WD-1 WALLPAPER (IN CORRIDOR, LOBBY, OPEN SDC OFFICE, AND WELLNESS ROOM) MIRROR (IN WELLNESS ROOM) NOTES BY NUMBER 0 PAINT AND PATCH GYP TO RECEIVE NEW MIRROR AND WALLPAPER. 0 SEE SHEET 43-02 FOR NEW RESTROOM FINISHES. WD-1 -kCPT-1 UN PT-1 RB-1 WD-1 LIBRARY HUDDLE 207E 0 DEMOLISH ALL EXISTING TILE. APPLY NEW WALL TILE AND FLOOR TILE. FINISH ALL EDGES WITH SCHLUTER STRIP. (4) PAINT ALL WALL SURFACES P-1. (5) PROVIDE LEVEL 5 FINISH ON WALL. PT-1 RB-1 CPT-3 MARKETING 203 PT-1 RB-1 CPT-1 0 PT-1 RB-1 CPT-1 , 1 TERRACE 117 REVIEWED FOR CODE COMPLIANCE • APPROVED AUG 3 0 2022 City of Tukwila BUILDING DIVISION RECEIVED -tUrj1P20.; Community Development SAB EY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 11 8/9/22 10 06/23/22 9 06/20/22 8 05/10/22 7 04/27/22 6 02/07/22 5 10/04/21 4 03/18/20 3 03/17/20 2 02/28/20 1 02/06/20 Permit Revisions ASI #3 ASI #2 ASI #1 Tenant Revision Tenant Revisions Tenant Revisions Tenant Lighting Revisions Tenant Revisions Casework Revisions Tenant Revisions MARK DATE DESCRIPTION PROGRESS DATE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO: 06/24/22 AK TS KA 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 02 A13-01 /94-war0 6 7 8 9 10 GM rchitecture\ArchOrephix\Sebey Owned Bulidings\Intergete West\Bldg B\99-20-24_Sebey_office\Sebey HQ 2nd & 4th Floor Remodel_2019\Permit\SabeyOfflceTl_Floor Level 02_Wellnese Room.rvt DOOR SCHEDULE SABEY_DOOR MTL SABEY_DOOR FIN SABEY_DOOR GLZ SABEY_FRAME MTL HDWE SABEY_FRAME FIN _ DOOR SCHEDULE MARK DOOR REMARKS DOOR NO ROOM NAME SIZE TYPE W HT THK JAMB HEAD 202 CORRIDOR 3' - 0" T - 0" 0' -1 3/4" SL WD PT-1 GLASS HM 01/A62-01 02/A62-01 06 PT-1 2' SIDELIGHT, PROVIDE KEY CARD ACCESS 203 MARKETING 6' - 7" T - 0" 0' - 2" FG GL-1 PT-1 GLASS MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 205 PHONE 3' - 0" 8' - 0" 0' - 0 1/2" FG GL-1 PT-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 207 OFFICE 3' - 0" 8' - 0" 0' - 01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 207B LIBRARY HUDDLE 3' - 0" 8' - 0" 0' - 01/2" E GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 208 OFFICE 3' - 0" 8' - 0" 0' - 01/2" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 209 OFFICE 3' - 0" 8' - 0" 0' - 0 1/2" FG GL-1 GL-1 a-i MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 210 OFFICE 3' - 0" 8' - 0" 0' - 01/2" FG GL-1 a-i a-i MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 211 OFFICE 3' - 0" 8' - 0" 0' - 01/2" FG a-i GL-1 a-i MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 212 OFFICE 3' - 0" 8' - 0" 0' - 01/2" FG a-i a-i a-i MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 213 OPEN WORKSTATIONS 3' - 0" T - 0" 0' -1 3/4" SL WD PT-1 GLASS HM 01/A62-01 02/A62-01 01 PT-1 7 SIDELIGHT, PROVIDE KEY CARD ACCESS 214 BROADCAST 3' - 0" 8' - 0" 0' - 01/T E a-i GL-1 a-i MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 215A WOMEN'S LOCKER 3' - 0" T - 0" 0' -1 3/4' F WI) PT-1 - HM 01/A62-01 02/A62-01 01 PT-1 PROVIDE KEY CARD ACCESS 215B MEN'S LOCKERS 3' - 0" T - 0" 0' -1 3/4" F WD PT-1 - HM 01/A62-01 02/A62-01 01 PT-1 PROVIDE KEY CARD ACCESS 216 SHOWER 3' - 0" T - 0" 0' -1 3/4" F WD PT-1 - HM 01/A62-01 02/A62-01 04 PT-1 LOCK, PRIVACY INDICATOR 217 QUIET RM 3' - 0" T - 0" 0' -1 3/4" F WI) PT-1 - HM 01/A62-01 02/A62-01 03 PT-1 PROVIDE KEY CARD ACCESS 218 SHOWER 3' - 0" T - 0" 0' -13/4" F WI) PT-1 - HM 01/A62-01 02/A62-01 04 PT-1 LOCK, PRIVACY INDICATOR 221 IT 3' - 0" T - 0" 0' -1 3/4" F WI) PT-1 - HM 05 PT-1 - 223 OPEN AREA 3' - 0" 8' - 0" 0' -1 3/4" DSL MTL PT-1 GLASS HM 02 PT-1 PROVIDE KEY CARD ACCESS; SIDELIGHT ON BOTH SIDES; FIRE RATED ENCLOSURE REQUIRED. 224 WATER HEATER 2 - 6" T -on 0' - 2" F MTL PT-1 - HM 07 PT-1 - 225 FITNESS ROOM 3' - 0" T - 0" 0' -13/4" SL WD PT-1 GLASS HM 06 PT-1 7 SIDELIGHT, PROVIDE KEY CARD ACCESS 226 OFFICE 3' - 0" 8' - 0" 0' - 01/2" FG a-i a-i a-i MFG BLK ALLSTEEL, BEYOND WALL SYSTEM.INCLUDE STOREROOM LOCKSET. 226A OFFICE 3' - 0" 8' - 0" 0' - 01/2" E a-i a-i a -I MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 227 WELLNESS ROOM 3' - 0" T - 0" 0' - 01/2" FG a-i a-i a-i MFG 08 BLK - 229 WELLNESS ROOM 3' - 0" T -on 0' -1 3/4" SL WD PT-1 GLASS HM PT-1 1' SIDELIGHT 230 VACANT SPACE 3' - 0" T - 0" 0' -1 3/4" F WD PT-1 - HM 09 PT-1 - Grand total: 26 10 [V DOOR LEAF PARTITION -TYPE VARIES BEVEL AT LATCH EDGE HOLLOW METAL FRAME HOLLOW METAL FRAME - DOOR JAMB 6" =1'-0" CV DOOR LEAF PARTITION -TYPE VARIES HOLLOW METAL �— FRAME HOLLOW METAL FRAME - DOOR HEAD 6" =1'-0" DOOR HARDWARE GROUPS HW01: STOREROOM 1 FUNCTION LOCKET 1.5 PAIR HINGES 1 DOOR CLOSER 1 WALL MOUNTED DOOR STOP 1 ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM KICK PLATES HWO2 2 PAIR HINGES 1 STOREROOM FUNCTION LOCKSET 1 ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM 1 CLOSER HW03: STOREROOM 1 FUNCTION LOCKET 1.5 PAIR HINGES 1 DOOR CLOSER 1 WALL MOUNTED DOOR STOP 1 ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM 1 KICK PLATE 1 OCCUPANCY INDICATOR HWO4 1 LOCKSET 1.5 PAIR HINGES 1 DOOR CLOSER 1 KICK PLATE 1 OCCUPANCY INDICATOR HWO5 1.5 PAIR HINGES 1 CLOSER 1 PROTECTION PLATE 1 FIVE BUTTON PUSH BUTTON LOCK WITH KEY OPVERRIDE HW06 2 PAIR HINGES 1 STOREROOM FUNCTION LOCKSET 1 ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM 1 CLOSER 1 KICK PLATE HWO7 1.5 PAIR HINGES 1 STOREROOM LOCKSET 1 HINGE MOUNTED DOOR STOP HWO8 PIVOT HINGES 1 STOREROOM LOCKSET 1 ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM HWO9 1.5 PAIR HINGES 1 CLOSER 1 STOREROOM FUNCTION LOCKSET 1 PROTECTION PLATE 1 HINGE MOUNTED DOOR STOP HW10 1.5 PAIR HINGES 1 CLOSER 1 STOREROOM FUNCTION LOCKSET 1 KICK PLATE DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS TO ALIGN TO 8' DATUM LINE. . PRESERVE AND PROTECT ALL DOORS WHERE DEMOLITION OCCURS TO BE S 3. IF A DOOR HAS A THRESHOLD OR TRANSITION STRIP, IT SHALL NOT EXCEED 1/2". DOOR TYPES / / / / / • • • • • • • FLUSH F • • FULL GLASS FG STATIONARY t SEE DOOI SCHED. a SLIDING MIN 32" E OPENING / / / / • • T • • • • • • • • • • / / FULL GLASS DAG / • T • / T � T • T DOUBLE SIDELIGHT DSL '-T SIDELIGHT SL DOOR SCHEDULE ABBREVIATIONS GENERAL ABBREVIATIONS: AL ALUMINUM HM MFG PLAM PT WD T HOLLOW METAL REFER TO MANUFACTURER PLASTIC LAMINATE FACED DOOR PAINTED FINISH SOLID CORE WOOD TEMPERED GLASS 1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 0 2022 City of Tukwila BUILDING DIVISION 2 FRAME CONFIGURATION LEGEND 0/0itza? 3 REDEWED 4 i3 V 2T Ri Community SfreB Architecture 12201 Tukwila EY Int' Seattle, Blvd - 4th Floor WA 98168 206.281.8700 sabey.com SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 11 8/9/22 Permit Revisions 10 06/23/22 ASI #3 9 06/20/22 ASI #2 8 05/10/22 ASI #1 7 04/27/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DATE DESCRIPTION PROGRESS DATE: 06/24/22 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. DOOR SCHEDULE A62-01 IGW—B HQ Renovations\00\2 — Engineering\DWG\Shte\73192 J:\7319\2847 Sabey Monday, February 03, 2020 3:12:03 PM HIGH EFFICENCY VAV SEQUENCE OF OPERATION VAV AIR HANDLING UNIT SERVES: OFFICE SPACE - LEVEL 2 CONTROL TYPE: DDC OCCUPIED HOURS: 7:00AM TO 6:00 PM MONDAY THROUGH FRIDAY. SUBJECT TO HOLIDAY AND EVENT SCHEDULING COOLING DISCHARGE AIR TEMPERATURE: RESET FROM 65° TO 55° STATIC PRESSURE SETPOINT: RESET FROM .5 TO 2.0 (ADJ) DESCRIPTION: HIGH EFFICIENCY VAV ROOFTOP COOLING UNIT OCCUPIED MODE: DURING THE OCCUPIED HOURS, THE SUPPLY FAN RUNS AND IS MODULATED TO MAINTAIN THE DUCT STATIC PRESSURE SETPOINT. DUCT STATIC PRESSURE IS RESET USING A TRIM AND RESPOND SEQUENCE TO MAINTAIN 10% (ADJ) OF THE BOXES IN AN AIR STARVED STATE. THE ECONOMIZER AND MECHANICAL COOLING ARE STAGED AS NEEDED TO MAINTAIN THE RESETTING DISCHARGE AIR TEMPERATURE SETPOINT. ECONOMIZER IS USED AS THE FIRST STAGE OF COOLING AND MECHANICAL COOLING IS USED IN CONJUNCTION WITH ECONOMIZER UNTIL THE OUTSIDE AIR TEMPERATURE IS NO LONGER SUITABLE FOR USE IN ECONOMIZER. WHEN THE OUTSIDE AIR IS NOT SUITABLE FOR ECONOMIZER USE, THE OSA DAMPER IS MODULATED TO THE MINIMUM OUTSIDE AIR FLOW SETPOINT AS MEASURED AT THE AFMS. MINIMUM POSITION IS ADJUSTED BY THE DDC SYSTEM TO MAINTAIN TOTAL OUTSIDE AIR NEEDED FOR SPACE VENTILATION AS CALCULATED BY MONITORING THE CO2 AND OCCUPANCY SENSORS AT THE ZONE LEVEL. UNOCCUPIED MODE: THE SUPPLY FAN IS OFF, AND THE OUTSIDE AIR DAMPER IS CLOSED. MECHANICAL COOLING IS DISABLED NIGHT SETBACK: NIGHT SETBACK HEATING IS ACCOMPLISHED AT THE ZONE LEVEL. SEE VAV SEQUENCE BELOW NIGHT SETUP: WHEN THE DDC SYSTEM MEASURES A COOLING DEMAND (AVERAGE OF ALL BOXES SERVED BY THIS UNIT) GREATER THAN 35%(ADJ), THE UNIT IS ENABLED AND OPERATES AS IN THE OCCUPIED MODE TO PROVIDE NIGHT SET UP COOLING TO THE VAV BOXES. MORNING WARMUP: THE BMS MONITORS THE OUTSIDE AIR TEMPERATURE AND DETERMINES A SUITABLE START TIME FOR MORNING WARM UP. THE AHU REMAINS OFF WITH THE OUTSIDE AIR DAMPERS CLOSED UNTIL THE AVERAGE SPACE TEMPERATURE OF THE FAN POWERED VAV BOXES REACHES THE ROOM TEMPERATURE SET POINT. WHEN THE AVERAGE ROOM TEMP SETPOINT IS REACHED, THE UNIT FAN IS STARTED, (OSA DAMPER CLOSED) AND AIR IS RECIRCULATED THROUGH THE SPACE UNITL THE INTERIOR (SQUEEZE BOX) ZONES ARE AT TEMPERATURE, SEE VAV SEQUENCE FOR FURTHER INFORMATION. MANUAL MODE: THE DDC SYSTEM SHALL INCLUDE A MANUAL MODE SOFTWARE SWITCH WHERE THE OPERATING AGENT CAN TOGGLE THE OPERATION OF FANS COMPRESSORS AND ECONOMIZER DAMPERS TO VERIFY OPERATION. FAULT DETECTION AND DIAGNOSTICS: IN ACCORDANCE WITH THE HIGH EFFICIENCY VAV CODE, FAULT DETECTION AND DIAGNOSTICS SHALL DETECT AND REPORT TEMPERATURE SENSOR FAILURES, ECONOMIZER ACTIVITY WHEN THE OSA IS NOT SUITABLE FOR ECONOMIZER, NO ECONOMIZER ACTIVITY WHEN THE OUTSIDE AIR IS SUITABLE FOR USE, AND OUTSIDE AIR OR RETURN AIR DAMPER FAILURE. DISPLAY, TRENDING AND ALARM: - MODE - DISCHARGE AIR TEMPERATURE - OSA TEMPERATURE - RETURN AIR TEMPERATURE - MIXED AIR TEMPERATURE - OSA DAMPER POSITON (COMMANDED) - OSA TOTAL AIRFLOW (AFMS) - OSA DAMPER FAILURE - MIXED AIR LOW LIMIT STATUS PARALLEL FAN POWERED VAV SERVES: OFFICE SPACE PERIMETER ZONES - LEVEL 2 CONTROL TYPE: DDC OCCUPIED HOURS: 7:00AM TO 6:00 PM MONDAY THROUGH FRIDAY. SUBJECT TO HOLIDAY AND EVENT SCHEDULING OCCUPIED COOLING SETPOINT: 75° (ADJ.) UNOCCUPIED COOLING SETPOINT: 85° (ADJ.) OCCUPIED HEATING SETPOINT: 70°(ADJ.) UNOCCUPIED HEATING SETPOINT: 65°(ADJ.) - FREE COOLING AVAILABLE - ECONOMIZER STATUS (COMMANDED) - COMPRESSOR STATUS(COMMANDED) - HEATING STAGE STATUS MAKE AVILABLE FOR FUTURE IF DESIRED - COOLING STAGE STATUS - CALCULATED OSA REQUIREMENT - AHU FAULT STATUS - RETURN AIR DAMPER FAILURE DESCRIPTION: HIGH EFFICIENCY PARALLEL FAN POWERED VAV BOX WITH ELECTRIC HEAT OCCUPIED MODE: THE PRIMARY AIR DAMPER IS MODULATED BETWEEN THE MINIMUM AND MAXIMUM CFM SETPOINTS TO MAINTAIN THE ZONE COOLING SETPOINT. WHEN IN THE DEADBAND MODE, THE MINIMUM CFM IS REDUCED TO THE DEMAND CONTROL VENTILATION SETPOINT (SEE DCV SEQUENCE BELOW). HEAT AND PARALLEL FAN ARE USED TO MAINTAIN THE ZONE HEATING SETPOINT. WHEN IN THE HEATING MODE, THE FAN SPEED IS VARIED ALONG WITH THE HEATING DEMAND, AND THE SCR HEAT IS MODULATED TO MAINTIAN A DISCHARGE AIR TEMPERATURE. MINIMUM FAN SPEED CAN BE NO MORE THAN 66% OF THE HEATING MAX SETPOINT. UNOCCUPIED MODE: THE PARALLEL FAN IS OFF, AND THE PRIMARY AIR DAMPER IS CLOSED. HEAT IS DISABLED NIGHT SETBACK: A REDUCED HEATING SETPOINT IS USED DURING THE UNOCCUPIED HOURS. WHEN THE ZONE TEMPERATURE FALLS BELOW THE NIGHT SETBACK TEMPERATURE, THE PARALLEL FAN AND HEAT CYCLE AS NEEDED TO BRING THE ZONE UP TO THE NIGHT SETBACK HEATING TEMPERATURE. THE PRIMARY AIR VALVE IS CLOSED DURING THIS POSTURE. WHEN THE ZONE TEMPERATURE SETPOINT HAS BEEN REACHED, THE BOX RETURNS TO THE UNOCCUPIED POSTURE NIGHT SETUP: AN INCREASED COOLING SETPOINT IS USED DURING THE UNOCCUPIED HOURS. WHEN THE ZONE TEMPERATURE RISES ABOVE THE NIGHT SETUP TEMPERATURE, THE PRIMARY AIR DAMPER IS MODULATED AS NEEDED TO BRING THE ZONE DOWN TO THE NIGHT SETUP COOLING TEMPERATURE. WHEN THE TEMPERATURE SETPOINT HAS BEEN REACHED, THE BOX RETURNS TO THE UNOCCUPIED POSTURE MORNING WARM-UP: THE BMS MONITORS THE OUTSIDE AIR TEMPERATURE ANS DETERMINES AN APPOPRIATE START TIME FOR MORNING WARM UP. WHEN DEEMED APPROPRIATE, THE PARALLEL FAN IS STARTED ALONG WITH ELECTRIC HEAT TO MAINTAIN A DISCHARGE AIR TEMPERATURE OF 95°F(ADJ) AND A FAN SPEED OF 75%(ADJ.) TO BRING THE SPACE TEMPERATURE UP TO THE OCCUPIED SETPOINT. ONCE THE OCCUPIED SETPOINT IS REACHED, THE FAN AND HEAT ARE CYCLED TO MAINTAIN THE SETPOINT TEMPERATURE. THE UNIT US SWITCHED TO THE OCCUPIED MODE WHEN THE OCCUPIED PERIOD BEGINS. DEMAND CONTROL VENTILATION (DCV): ZONES (SEE DRAWING) THAT USE DEMAND CONTROL VENTILATION WILL HAVE A CO2 SENSOR, AND POSSIBLY AN OCCUPANCY SENSOR TO COMPLY WITH THE DEMAND CONTROL VENTILATION CODE. WHEN THE OCCUPANCY SENSOR DETERMINES THAT A ZONE IS UNOCCUPIED (NO INFRARED MOTION DETECTION FOR A PERIOD OF 10 MINUTES(ADJ)), THE ROOM TEMPERATURE SETPOINT IS RESET UP 5°(IN THE COOLING POSTURE) AND DOWN 5° (IN THE HEATING POSTURE) FROM THE OCCUPIED SETPOINT, AND THE DEADBAND CFM IS SET TO '0'. WHEN THE ROOM IS OCCUPIED AND IN EITHER THE HEATING OR DEADBAND POSTURE, AND THE ROOM CO2 MINIMUM CFM. AS THE CO2 READING INCREASES BETWEEN 800 AND 1100 PPM, THE PRIMARY AIR DAMPER IS MODULATED BETWEEN THE ALTERNATE MINIMUM AND DESIGN MINIMUM SENSOR IS READING 700 PPM OR BELOW, THE PRIMARY AIR VALVE IS SET TO THE ALTERNATE SETPOINTS. THE ALTERNATE MINIMUM IS SET AT .06 CFM/SF (CALCULATED BY AREA SERVED) OR BOX MANUFACTURER'S MINIMUM CFM, WHICHEVER IS GREATER. FAULT DETECTION AND DIAGNOSTICS: VAV'S SHALL BE CONFIGURED TO REPORT AND TREND WHEN A ZONE IS DRIVING THE DUCT STATIC PRESSURE RESET TO ITS HIGHEST STATIC PRESSURE SETPOINT, AND WHEN A ZONE IS CAUSING THE SUPPLY AIR TEMPERATURE TO BE RESET TO ITS LOWEST TEMPERATURE SETPOINT. VAV'S SHALL ALSO SELF TEST THE MINIMUM AND MAXIMUM PRIMARY AIR DAMPER POSITION AND REPORT IF THE CFM IS GREATER THAN '0- WHEN CLOSED, OR GREATER THAN 10% OFF OF THE DESIGN CFM WHEN IN THE MAXIMUM SETPOINT POSITION DISPLAY, TRENDING AND ALARM: - MODE - ZONE TEMPERATURE SETPOINT - ZONE TEMPERATURE (ACTUAL) - OCCUPANCY SENSOR STATUS - FAN SPEED (SETPOINT) - ZONE DRIVING STATIC PRESSURE RESET - ZONE DRIVING DAT RESET - DISCHARGE AIR TEMPERATURE - MIXED AIR TEMPERATURE - SCR HEAT PERCENTAGE - AHU MODE - FAILED INLET DAMPER ACTUATOR OR FLOW STATION SINGLE DUCT VAV SERVES: OFFICE SPACE INTERIOR ZONES - LEVEL 2 CONTROL TYPE: DDC OCCUPIED HOURS: 7:00AM TO 6:00 PM MONDAY THROUGH FRIDAY. SUBJECT TO HOLIDAY AND EVENT SCHEDULING OCCUPIED COOLING SETPOINT: 75° (ADJ.) UNOCCUPIED COOLING SETPOINT: 85° (ADJ.) OCCUPIED HEATING SETPOINT: 70°(ADJ.) UNOCCUPIED HEATING SETPOINT: 65°(ADJ.) DESCRIPTION: HIGH EFFICIENCY SINGLE DUCT VAV BOX OCCUPIED MODE: THE PRIMARY AIR DAMPER IS MODULATED BETWEEN THE MINIMUM AND MAXIMUM CFM SETPOINTS TO MAINTAIN THE ZONE COOLING SETPOINT. WHEN IN THE DEADBAND MODE, THE MINIMUM CFM IS REDUCED TO THE DEMAND CONTROL VENTILATION SETPOINT (SEE DCV SEQUENCE BELOW). UNOCCUPIED MODE: THE PRIMARY AIR DAMPER IS CLOSED. NIGHT SETUP: AN INCREASED COOLING SETPOINT IS USED DURING THE UNOCCUPIED HOURS. WHEN THE ZONE TEMPERATURE RISES ABOVE THE NIGHT SETUP TEMPERATURE, THE PRIMARY AIR DAMPER IS MODULATED AS NEEDED TO BRING THE ZONE DOWN TO THE NIGHT SETUP COOLING TEMPERATURE. WHEN THE TEMPERATURE SETPOINT HAS BEEN REACHED, THE BOX RETURNS TO THE UNOCCUPIED POSTURE DEMAND CONTROL VENTILATION (DCV): ZONES (SEE DRAWING) THAT USE DEMAND CONTROL VENTILATION WILL HAVE A CO2 SENSOR, AND POSSIBLY AN OCCUPANCY SENSOR TO COMPLY WITH THE DEMAND CONTROL VENTILATION CODE. WHEN THE OCCUPANCY SENSOR DETERMINES THAT A ZONE IS UNOCCUPIED (NO INFRARED MOTION DETECTION FOR A PERIOD OF 10 MINUTES(ADJ)), THE ROOM TEMPERATURE SETPOINT IS RESET UP 5° FROM THE OCCUPIED SETPOINT, AND THE DEADBAND CFM IS SET TO '0'. WHEN THE ROOM IS OCCUPIED AND THE DEADBAND POSTURE, AND THE ROOM CO2 SENSOR IS READING 700 PPM OR BELOW, THE PRIMARY AIR VALVE IS SET TO THE ALTERNATE MINIMUM CFM. AS THE CO2 READING INCREASES BETWEEN 800 AND 1100 PPM, THE PRIMARY AIR DAMPER IS MODULATED BETWEEN THE ALTERNATE MINIMUM AND DESIGN MINIMUM SETPOINTS. THE ALTERNATE MINIMUM IS SET AT .06 CFM/SF (CALCULATED BY AREA SERVED) OR BOX MANUFACTURER'S MINIMUM CFM, WHICHEVER IS GREATER. MORNING WARM-UP: THE BMS MONITORS THE AVERAGE SPACE TEMPERATURE OF THE FAN POWERED VAV ZONES. WHEN MORE THAN 80% OF THE FAN POWERED ZONES HAVE REACHED THEIR ROOM TEMPERATURE SETPOINT, THE SINGLE DUCT BOXES MODULATE THEIR PRIMARY AIR DAMPER BETWEEN MINIMUM AND MAXIMUM POSITION TO (USING A REVERSE DAMPER LOGIC) UNTIL THE ROOM TEMPERATURE SETPOINT HAS BEEN REACHED. THE UNITS REMAIN IN THE MORNING WARM UP POSTURE UNITL OCCUPIED PERIOD BEGINS. FAULT DETECTION AND DIAGNOSTICS: VAV'S SHALL BE CONFIGURED TO REPORT AND TREND WHEN A ZONE IS DRIVING THE DUCT STATIC PRESSURE RESET TO ITS HIGHEST STATIC PRESSURE SETPOINT, AND WHEN A ZONE IS CAUSING THE SUPPLY AIR TEMPERATURE TO BE RESET TO ITS LOWEST TEMPERATURE SETPOINT. VAV'S SHALL ALSO SELF TEST THE MINIMUM AND MAXIMUM PRIMARY AIR DAMPER POSITION AND REPORT IF THE CFM IS GREATER THAN '0' WHEN CLOSED, OR GREATER THAN 10% OFF OF THE DESIGN CFM WHEN IN THE MAXIMUM SETPOINT POSITION DISPLAY, TRENDING AND ALARM: - MODE - ZONE TEMPERATURE SETPOINT - ZONE DRIVING STATIC PRESSURE RESET - ZONE TEMPERATURE (ACTUAL) - ZONE DRIVING DAT RESET - OCCUPANCY SENSOR STATUS - AHU MODE - FAILED INLET DAMPER ACTUATOR OR FLOW STATION DAMPER SCHEDULE DESCRIPTION -POWERED 1 1/2 HOUR FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL OR HORIZONTAL, 3-V BLADE,LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 212 OR EQUAL VOLUME DAMPER: SHOP FABRICATED, W/LOCKING QUADRANT. NOTES: 1. ACTUATOR BY MECHANICAL CONTRACTOR, WIRING BY ELECTRICAL CONTRACTOR 2. INTERLOCK OF SMOKE DAMPER TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR 3. CONTROL FROM LOCAL DETECTOR 4. CONTROL FROM DUCT DETECTOR 5. OPEN/CLOSED POSITION INDICATOR 6. DAMPER FAILS OPEN 7. DAMPER FAILS CLOSED NOTES TAG 1,2 FSD-2 DESCRIPTION -NON POWERED 1 1/2 HOUR FIRE/SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL OR HORIZONTAL, AIRFOIL BLADE, LEAKAGE CLASS 2, 120 VACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 312 OR EQUAL. NOTES 1,2 PACKAGED GAS/ELEC AIR CONDITIONING UNIT SCHEDULE UNIT NO. AC-201 TRANE MODEL NO. YCD480 NOM GAS HEAT MBH FAN OSA EER/ ELECTRICAL TONS INPUT OUTPUT CFM ESP HP CFM SEER VOLT/PH MCA 40.0 400 320.00 15000 2.0 15.0 VARIES 11/14.7 460/3 103.25 NOTES: 1. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR 2. PROVIDED WITH THESE FACTORY ACCESSORIES: - 100% POWER EXHAUST W/ ULTRA LOW LEAK DAMPER & STATITRAC BUILDING PRESSURE CONTROL - ULTRA LOW LEAK 100% OSA ECONOMIZER PER WSEC 403.3.3.1 - SUPPLY AIR VFD FOR VAV APPLICATIONS - MERV 8 FILTERS - HIGH FAULT SCCR W/ DISCONNECT SWITCH - FACTORY AIR FLOW MEASURING STATION FOR BOTH OUTSIDE AIR AND SUPPLY AIR - DDC CONTROLS INTERFACE - BACNET MSTP - ECONOMIZER FAULT DETECTION AND DIAGNOSTICS - 4 STAGES OF MECHANICAL COOLING PER WSEC TABLE C403.3.1 - INTEGRATED ECONOMIZER CONTROL 3. PROVIDE FACTORY ROOF CURB, AND ATTACH PER STRUCTURAL ENGINEER'S REPORT WT LBS 6086 NOTES 1-3 PARALLEL VAV BOX SCHEDULE UNIT NO. VAV-201 VAV-202 VAV-203 VAV-204 VAV-205 VAV-206 VAV-312 INLET VALVE CFM MFG & MODEL NO. SIZE MAX MIN KW DT TRANE-VPEF14 14 1600 325 5.1 25 TRANE-VPEF08 8 560 350 1.8 25 TRANE-VPEF10 10 1250 250 4.0 25 TRANE-VPEF10 10 920 185 2.9 25 TRANE-VPEF10 10 1150 235 3.7 25 TRANE-VPEF10 10 1095 215 3.5 25 TRANE-VPER12 12 1675 335 5.3 25 HEATER FAN CFM VOLT/PH STG S HP VOLT/PH 645 460/3 2 1/2 277/1 225 277/1 2 1/3 277/1 505 277/1 2 1/3 277/1 370 277/1 2 1/3 277/1 465 277/1 2 1/3 277/1 435 277/1 2 1/3 277/1 670 460/3 2 1/3 277/1 NOTES: 1. DISCONNECT BY ELECTRICAL. 2. PARALLEL FAN POWERED TERMINAL UNIT WITH HEAT -, SIZE AS LISTED, PRESSURE INDEPENDENT, FACTORY OPTIONS INCLUDE: - EXTENDED DAMPER 1/2' DIAM. SHAFT - FACTORY INSTALLED 1' THROW -AWAY FILTERS - CONTROLS BY OTHERS - FACTORY PROVIDE WIRING HARNESS WITH LOW VOLTAGE INTERLOCK CONDUCTORS EXTENDED FROM HIGH VOLTAGE CABINET TO LOW VOLTAGE CONTROLS CABINET. -1* MATT -FACED UNIT INSULATION - ECM MOTOR WITH VARIABLE SPEED FAN CONTROL. - 24V TRANSFORMER, 50 VA MIN RATING - HEAT STAGING & FAN CONTROL THROUGH FACTORY WIRED RELAYS - AUTO RESET 120°F HIGH LIMIT TSTAT - COMBINED TEMPERATURE STAT AND CO2 STAT ACCORDING TO WSEC C403.3 - NON MAGNETIC QUIET ACTING HEATER CONTACTOR 3. COOLING ONLY TERMINAL UNIT W/O HEAT -, SIZE AS LISTED, PRESSURE INDEPENDENT, CONTROLS BY OTHERS. FACTORY OPTIONS INCLUDE: -1' MATT -FACED UNIT INSULATION - 24V TRANSFORMER, 50 VA MIN RATING NOTE TO ELECTRICAL: - 460V/3PH TERMINAL UNITS REQUIRE A FOUR WIRE POWER FEED IN ORDER TO SUPPLY 277V/1PH POWER TO THE FAN MOTOR. SPD NOTES 1-3 1-3 1-3 1-3 1-3 1-3 1-3 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 0 2022 City of Tukwila BUILDING DIVISION VAV SINGLE DUCT BOX SCHEDULE UNIT NO. VAV-207 VAV-208 VAV-209 VAV-210 VAV-211 VAV-213 MFG & MODEL NO. TRANE VCCF05 TRANE VCCF08 TRANE VCCF06 TRANE VCCF08 TRANE VCCF08 TRANE VCCF05 INLET SIZE 5 8 6 8 8 VALVE CFM HYDRONIC HEAT MAX MIN MBH DT GPM #COILS 240 50 - - 580 115 405 80 575 115 845 110 5 255 50 NOTES: 1. POWER WIRING AND DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. 2. 24V DAMPER ACTUATOR AND CONTROL WIRING BY CONTROLS CONTRACTOR. 3. CONTROLS CONTRACTOR TO PROVIDE COMBINATION ROOM TEMPERATURE AND CO2 SENSOR PD (FT) CONTROL DDC DDC DDC DDC DDC DDC NOTES 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 EXHAUST FAN SCHEDULE UNIT NO. AREA SERVED MFG & MODEL NO. EF-201 LEVEL 2 EXHAUST GREENHECK G-123-VG NOTES: 1. POWER WIRING AND DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. 2. MOTOR STARTER BY ELECTRICAL CONTRACTOR. 3. INSTALL ON FACTORY PROVIDED CURB. 4. WEATHERHOOD. 5. MOTORIZED POSITIVE CLOSURE DAMPER TYPE DIRECT CFM ESP 1360 0.75 RPM FLA 1478 6.4 HP 1/2 VOLT/PH 115/1 BDD NO WT LBS 25 NOTES NEW, 1-5 FAN POWER LIMITATION (WSEC C403.2) UNIT : AC-101 VARIABLE VOLUME OPTION 2: FAN SYSTEM BHP SYSTEM DESIGNED FOR COOLING FULL LOAD FAN BHP = 14.32 HP<_CFMS x0.0013+A 14.32 5 15,000 x 0.0013 + 1.815 14.32521.315 *0.9 14.32 <_ 19.18 A = SUM OF [PD * CFMD / 4131] A = [0.5 x 15,000 / 4131] A = 1.815 *FAN HORSE POWER SHALL NOT EXCEED 90% OF THE ALLOWABLE 'TAN SYSTEM BHP' AC-101 MEETS REQUIREMENTS OPTION 1: FAN SYSTEM MOTOR NAMEPLATE HP OPTION 2: FAN SYSTEM BHP TABLE C403.2.11.1(1) FAN POWER LIMITATION LIMIT ALLOWABLE NAMEPLATE HP ALLOWABLE FAN SYSTEM BHP CONSTANT VOLUME HP 5 CFMS * 0.0011 BHP <_ CFMS * 0.00094 +A VARIABLE VOLUME HP<_CFMS *0.0015 BHP <_ CFMS * 0.0013 + A A = SUM OF [PD * CFMD / 4131) PD = EACH APPLICABLE PRESSURE DROP ADJUSTMENT FROM TABLE C403.2.10.1(2) IN CUBIC FEET PER MINUTE. CFMD = THE DESIGN AIRFLOW THROUGH EACH APPLICABLE DEVICE FROM TABLE C403.2.10.1(2) IN CUBIC FEET PER MINUTE PD USED = 0.5 INCH w.c BASED ON TABLE C403.2.11.1(2) PARTICULATE FILTRATION CREDIT: MERV 9-12 /9- as',' ^L♦ 0 U CD CO co co rnti co mo N E W Xa) co U U) u_ as U) � U a)o E Q� 'o co - N N u) 0 i a I I I I I I I 100 2I CV 1 I‹ O O) Fn LL. 0 0 0 O Z _0 w Q 0 c%) Z O N w w U) Z 0 N w Z O F 0 I..L C J Z 0 0 0 LL 0 �(,) (/ ) REVISIONS: REVISIONS: ENGINEER: LAST REVISED: M CAVINESS 2-3-2020 CHECKED BY: DATE PLOTTED: K JOHANSON 2-3-2020 CAD: ISSUE DATE: M HAGBERG DRAWING NUMBER: C-1542-73192847-000 SHEET NUMBER: TM0.O2 REC . VED • 1 L- Community Development 03, 2020 2:45:57 PM 0 0 0 O 0 0 SCOPE OF WORK EXHAUST TRANSFER BELOW CEILING 12x12 10x10 ©280 240 O 12x8 0 4100EA TRANS I A 6x6 35 UNDERCUTFOR TRANSFER DOOR I EXHAUST TRANSFER BELOW CEILING 12x8 0 TRANS 140EA 10x10 AVLV 270 GC TO SUPPLY ACCESS DOOR 24x24 CAP ill Em—,mai. N °- co 0 4. 200 L 0 150 12x12SL VAV-207 10x10 x 12x6SL RA TRANS V) • O TRANS C1 14x12SL RA STAT CONNECTED TO VAV-312 ON LEVEL 3 Shower room & Restroom Exhaust POC. Connect to existing riser up to roo 0 TRANS SUPPLY AIR -UP RI 3RD FLOOR TO VAV—J12 $FF DETAIL, CONNECT EXISTING EA TO NEW EA DUCT 160EA 80EA 280SA 8x8 24x12 TRANSFER 100S MD-2 19 00 I VAV-211 1 14OEA FSD-1 "'IC7l VAV-206 6OSA 120SA 12x6 180 (TYP 2) 12x8 330 (TYP 2) 18x16SL RA VAV-209 7006, 12x6 TRAN RA FIRE PLACE DURAVENT PRO 46DVA 70x24 FSD 70x24 R/A 15° N' FOR 1ST FLOOR 812SX64 TRANS II 12x6RA TRA VAV 204 8x8 Illy 245 TRANS 280SA 120SA 6x6 35 120 120SA 24x12 TRANSFER ABOVE CEIUNG 10x10 12x10 400 8SL 12x12 400 C-E3 00 22x18S /7\ 10x10 8x8 REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION D1?—oar‘i CO Cf) 0 N- CO C9 cu o 115 (NI o I I I I I I I I I I I I I I I I 0 0 a CO -J o CHECKED BY: K JOHANSON M HAGBERG DRAWING NUMBER: SHEET NUMBER: 03 La 0 0 co co 0 REVISIONS: eri 0 F- 0 0 0 LJ— LIJ LAST REVISED: 2-3-2020 DATE PLOTTED: 2-3-2020 ISSUE DATE: 12-18-19 TM2.02 RECNVED Community Development - 131_11,: 'J1' Jl ®aet 1 Ulfxlt- x-->• can®I' CI IL 1' a '..l! {a 11 tl-!■ 1. I Nam- 1 jMLIfILI LIMIJI 14.I I:,IH k1 • - NUMMI F - I I I _ - J_ __ t -114_ 1 • S I I I IL J_ • 1 MARL IIL _- _ 4 144 • • }o• ,• xll . I J:\7319\2847 Sabey IGW—B HQ Renovations\00\2 — Engineering\DWG\Shts\7319284 (8) CU-208 7 03. 2020 2:46:01 PM IL -- 7 y SCOPE OF WORK rNew shower room & restroom exhaust fan I (connected to riser to H 2nd floor) 7- — n -t. CONNECT TO EXIISTIN6\ 54X26 ,SA UP FROM 4TH `F\LOOR (AC-201f FIELD TO VERIFY WHERE TO CONNECT TO EXISTING` 2" OR 2 1/2" G LINE (VERIFY LOCATION W AH G.C.) GR—R01 ;CONNECT; IITO EXISTING R/A UP ' I / I� !ROM 4TO FLOOR V J i REVIEWED FOR CODE COMPLIANCE . APPROVED AUG 3 0 2022 City of Tukwila BUILDING DIVISION CB 4 ^L' cts O 0 U oF- rnco Co m0 N E ®X 0 co 0 (nLi- CO U 0 co j d C Q O 28 m N 0 ^a I I I I I I I I I I I I I I I I 2 0 co co U- 0 0 CQ Z U J w REVISIONS: 1 I I 1 I 1 I °i I U) N CI 0 w a. I I I 1 I 1 I< REVISIONS: z 0 U ce V J z 0 U ce 0 U- a W co ENGINEER: LAST REVISED: M CAVINESS 2-3-2020 CHECKED BY: DATE PLOTTED: K JOHANSON 2-3-2020 CAD: ISSUE DATE M HAGBERG 12-18-19 DRAWING NUMBER: C-1542-73192847-000 SHEET NUMBER: TM2.05 BEDEWED An 3 16 2022 Community Development bigesid,36, 1/8" = 1'-0" 1 + ' 111 11111 .1 IN 1 : P 1 I FPI I ! 1. 0: v 0 co 0 N Ol M n N C, c O O OI 0 W N 0 0 0 0 a CO T .0 0 0 rn n a U) N Ol N) n a N 0 t0 d N 0 N 0 N 0 0 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 0 2022 City of Tukwila BUILDING DIVISION TOP OF ROOF 8" MIN SURFACE ROOF CUT AND PATCH (IF REQUIRED) BY G.C. SCREW OR LAG FAN BASE TO CURB, SEAL PENETRATIONS CURB BY MECH CONTRACTOR CANT STRIP AND ROOFING BY G.C. DUCTWORK PER PLAN GENERAL NOTES: 1) EXACT BDD & CURB SIZE MUST BE CHECKED FROM EQUIPMENT SUBMITTALS. FINAL RESPONSIBILITY FOR CORRECT CURB & BDD SIZES WILL BE INSTALLERS. • EXHAUST FAN INSTALLATION D ETAI L N.T.S. CV 4MIN 160 24ID Z_ d' 4MIN / 0 CV M rs-i SHAFT FROM 3RD LEVEL TO 2ND N.T.S. D co O oti 03 co CO Co mo N O X 47 in u O 3 Q C CD w � I O p� N 0 C �- O �a I I I I I I I I I I I I I I I I co_ oo cV 0 0 I- I' LIJ I I I I I 11< VJ z 0 F- 0 z w/ LL j J J I z m O � vz �w ma0) ww�< CO CO -= VJVJ I- W ENGINEER: M CAVINESS CHECKED BY: K JOHANSON CAD: M HAGBERG DRAWING NUMBER: E 0 N E U Cf6 C WA Lic No: MACDOFS980RU REVISIONS: Id 0 REVISIONS: z 0 F 0 F- z 0 U 0 LL a w LAST REVISED: 2-3-2020 DATE PLOTTED: 2-3-2020 ISSUE DATE: C-1542-73192847-000 SHEET NUMBER: TM6.01 RECE VED 1 v x ;' Community Development /9'., 473;