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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 DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers individuals’ privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW DR1 Generally – 5 U.S.C. sec. under section 42.56.070(1) of the Washington 42.56.070(1) 552(a); RCW State Public Records Act, which exempts under 42.56.070(1) 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 account numbers, which are exempt from 73 DR2 Financial Information – 42.56.230(5) disclosure pursuant to RCW 42.56.230(5), RCW 42.56.230(4 5) except when disclosure is expressly required by or governed by other law. Personal Information – Redactions contain information used to prove RCW Driver’s License. – RCW identity, age, residential address, social security 42.56.230 (7a DR3 number or other personal information required to 42.56.230 & c) apply for a driver’s license or identicard. (7a & c) Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney-Client Privilege – disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); RCW 5.60.060(2)(a); RCW which protects attorney-client privileged DR4 RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. 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'1 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'1 Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Contr Reg No.: SABEYCI033KM Exp Date: 01/12/2021 Tukwila Business License No.: BUS-0102122 New Tenant: ❑ Yes 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 1N BUILDING B, INTERGATE WEST CAMPUS, THE WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, CASEWORK, AND ARCHITECTURAL FINISHES, MICHANICAL , PLUMBING, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. Will there be new rack storage? Yes 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 1st 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? D Yes Ej No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 1:;?) Automatic Fire Alarm D _None 1111 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 171 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 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑...Valley View 0... Sewer Availability Provided 0 .. Highline ❑ .. Renton 0 .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Usc - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 77 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size., 1, WO # 0 ...Water Only Meter Size 71 WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...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\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN RtRAUTHIRIZED AGENT: Signature:�.--- Print Name: NNA KRASINSKAYA Mailing Address: 12201 Tukwila Int'1 Blvd Date: 11/18/2019 Day Telephone: (206) 639-7957 Tukwila WA 98168 City State Zip H:WpplicatioastForms-Applications On Line\2011 Applicatiorss\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: 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: 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 F XTURES INVERTER UNIT WIRING DIAGRAM SCALE :: NONE REVIEWEDFOR CODE COMPLIANCE APPROVED AUG 3 0 2022 City of Tukwila BUILDING DIVISION CORRECTION LTR# 1 TO 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. 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Example of overlap edge being used to cap the wall Example of two trim pieces berg used as an outside cornet iNAby ` 1\T s' 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. (2.ete 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. b 5 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 511E") 10pcs /box -(29.6 sqft I box) Zigzag 702*398*7mmlpc -(27 518" x 15518"x 511E1 10 pcs l box -(30 sqft I box) Wave 507*504*7inmlpc -(20"x19718'x5110 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*7mmlpc -(25" x 15 114' 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"X97/8"x1") 16pcs 1box -(10.76 sqft I box) Peak 250*250*24mmlpc -(9 7/8" x 9 718" x 1") 16 pcs I box -(10.76 sqft I box) Senses 250*160*45mmlpc -(9718"x6114„X13I4") 15pcs lbox -(4.68 sqft I box) Drop 224.2*150*34.4mmlpc -(8 718" x 5 718 X 1 1/3 ) 15 pcs I box -(3.63 sqft I box) Minichock 250*250*24mmlpc -(9 7/8" x 9 718" x 1") 16 pcs I box -(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"x7112"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. YYYxry ''x'I Undertone Y t 1 w 1 • w b * b r ► M.w v Y W ' W Ir r r • Y Y 1 1" • x Y x b I M w r b b , . x r w ■ r r 500*500*29mmlpc -(19 5/8" 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*29mmIpc -(19 818" 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 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. CORRE TION LTR# Hope this helps! Thank you, Patti Patricia Studley 1 Architect & Design Specification Representative Sierra Forest Products RECEIVED t. 253 852 0070 ext. 4710 1 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 lo 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 Burn 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. RECEIVED 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 S-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 1 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 Ntima1 Vobmary Laboratory Accreditation Pmgcam for the specific scope of acaedIIsmemxuder Lab Code 100297. This aca+ed±Atim does not camsttute an endorsement, certification, or approvalby NET or any agency ofthe United States Goverronerdfarthe pmducttested. This report is provided for the exclusive use afthe diet to whim it. is addressed. limey be used in its ertiretyto gainprodua acceptance from duly constituted aid -prides. This repast applies onlyto those samples tested and is notnecessartly indicatkre of appanertV idermcal of similar products. This report, orthe name of Professioal Testing Labontcay itc. shall rotbe used order ana eirtnmetenre in adoertis ngto the generalpublic . 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 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 RECEIVED Aida 16 2622 community Development CORRECTION LTR# rd REVISION NO. __L. WD-1 Metropolitan Hardwood Floors, Inc. 811 Cliveden Avenue Delta, British Columbia, Canada, V3M 5R6 Toll-free:1-800-992-3163 1 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. mot' 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 C- 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 CI- 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 VIS1ONN�;. RECEIVED 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 u_1 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 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.corn 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: 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 ever esign P—Solid Cast E c<1 1-3/4" (38mm) io N, 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 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 * www.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► 1 1 j 1 (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 0a -6 a r m a. E '6 c rn T ANSI Wrought Strike Box a7 � c � rn a m�. • Used with ANSI 4-7/8" strike (#808) `810 • To order with lock, specify option WBS • To order separately, specify 77-1141 oa 4-7/8" Curved Lip Strike: (28-Option) 3/32" 1 (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 ¢et C , Project Title Sabey Office Level 2 TI - 2018 WSEC For Budding 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.techsuppon@wacnergycodes.com 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 i - 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 / Exterior (Interior includes both interior & parking) Luminaire Replacement Scope P P Compliance Method P LPA Calculation Adjustment Compliance Verification P Alteration Interior Lighting 50% 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 more replaced) Building area LPA Calculation Adjustment Compliance Verification COMPLIES none Interior Lighting Power Allowance • Building Area Building Areas Cross 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 (#F) Watts per Fixture, CLD or Luminaire (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF 1 WpLF) Individual Fixtures Troffer 6LBC Office New 6 111 666 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 Ncw 9 15 131 Suspended 4LB Office New 16 74 1,184 Suspended LHC Office Ncw 5 20 98 Suspended LG Office New 1 35 35 Suspended 6LB Office New 13 III 1,443 Suspended LJC Office New 1 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 5 15 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 Ncw 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?: Ycs, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dininting ethod: 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 zoom (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 specilic application lighting controls?: None required Recessed downlight LD ALL PLANS LEI) Office New Fixture Description: 4" RECESSED DOWNLIGHT Are these fixtures located within a daylight zone?: No Do these fixtures requirc specific 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 ftxnsres require specific application lighting controls?: None required Suspended LHC ALL PLANS LED 0 ice Ncw 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 fixturesrequire 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 PLA S 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 andlor secondary) Dimming method: Do these fixtures require specific application lighting controls?: t Suspended L I ALL PLANS LED Ofice New https://waenergycodes.com/print_projecl_summary_form.php?kz129tYm9fdGZ2X3BOPMOZ19zY29wZV9uZXdfaW5OZXJpb311NONwZF9hbHRIcmF0a1N9uX2d0XzUwJnRmdjlsdGdfc2NvcG VtbmV3X21... 213 1810372022,14:23 https;llwaenergycodes.comlprint_project summary_form,php?k-Y291Ym9fdGZ2X3B0PWxOZ19zY29wZV9uZXdfaW502XJpb311NONwZF9hbHRIcmF0aW9uX2d0XzUwJnRmdj1sd... 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 htips: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# 1 1.6 1.4 1.2 m 0.8 tocn 0.4 co 0,2 0.0 0 24.40 -- 1 23 70 1.75 (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 RE VISIO'N '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 n L 0.4 '6 0 0.3 Y m 0.2 0.1 0.0 16 18 20 RECFiVED 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 Vari Green), sleeve bearing motors (sizes 60-80) - Motor isolated on shock mounts - Corrosion resistant fasteners Selected Options & Accessories: Motor - Vari-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 [ 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 40. CAPS 4.31.1712 Generated by: sumnerc@dorse.com Z:\Carl\winjobs\IGW Building B 2nd Floor TI.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 Vari-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%. Vari-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 BLACK WHITE SPEED CONTROL VARI-GREEN. Motor DRA,71N,G 1,1,2 INPUT VOLTAGE GREEN GROUND CAPS 431,1712 Generated by: sumnerc@dorse.com Z:\Carl1winjobs\IGW Building B 2nd Floor TI.gfcj Page 4 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 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:\Cari\winjobs\IGW Building B 2nd Floor TI.gfcj 10.0 5.0 Min. Page 5 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 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 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: IGW 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 Ib 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.) (Ib) 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.) 1 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 TI.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 D19-0367 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 Sheetmust 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 206-431-3670 if expiring within the next 30 days and you wish to extend. Sincerely, Rachelle Sagen Perrnit 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.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 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 6791) .cniithrpntor Rivilovard .cuita it1119 • Tukwila Wnchinatnn 9R1RR • Phi-mp 296-471-3611) • 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 NC. RECEIVED CITY OF TUKWILA FEB 07 MO PERMIT CENTER 12201 Tukwila Intl Blvd - 4th Floor, Seattle, WA 98168-5121 IIIIIIP ° 7 T 206281.8700 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 sabey.com Data Cente rs / Real Estate / Team() logy 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 fl Fire 0 Ping 0 PW LI 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 0 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 Issu s DUE DATE: 06/30/22 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Al11 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 Putiflc 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: 03/24/20 Fire Fees Apply 17 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire LI Ping EIJ PW D Staff Initials: 12/18/2013 /rN-= PENT COORD COPY(-: 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 T ALS: 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 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 LEI 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: D19-0367 ❑ 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'I 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 REVI 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 LJ 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: (2-24.9 ,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 ofrevision Received at the City of Tukwila Permit Center by: W..--Entered in TRAKiT on X7-0 WAPermit CenteATemplatefformsTevision Submittal Form.d. Revised: August 20 15 ()Labor & Industries (https://lni.wa.gov) 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 L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. 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. 1.81Account 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 perforrn 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 1 2 3 4 5 6 7 8 9 10 A REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET. RC"'EC" D IGNER: PLUMBING ENGINEER: L AOO-01 COVER SHEET AND PROJECT INFORMATION TV F SAFEY—A—RCH CTURE TED - Bidder Design Build by G.C. y AC ASPHALTIC CONCRETE ID INSIDE DIAMETER 12201 TUKWLA INTL BLVD, FOURTH FLOOR AOO-02 NOTES AND SPECIFICATIONS ACC ACP ACCESSIBLE ACOUSTICAL CEILING PANEL INCL INFO INCLUDE, INCLUDING INFORMATION SEATTLE, WA 98168 TEL: (206) 281-8700 AOO-03 SITE PLAN ACST ACOUSTICAL INSUL INSULATE, INSULATION FAX: (206) 282-9951 MECHANICAL ENGINEER: AOO-04 LIFE SAFETY PLAN BUILDING SECTION INDICATOR WALL SECTION INDICATOR AD ADDM ADJ AREA DRAIN ADDENDUM ADJUSTABLE INT Iwo INTERIOR INDIRECT WASTE DRAIN CONTACT: KARA ANDERSON TBD - Bidder Design Build by G.C. EMAIL: KARAA@SABEY.COM A04-02 DEMOLITION PLAN - LEVEL 02 AFF ABOVE FINISHED FLOOR JAN JANITOR AIO-02 FLOOR PLAN- LEVEL 02 rxx-"\ AHU AIR HANDLING UNIT JT JOINT BUILDING OWNER: \Z5 -------------- @) ALT ALTERNATE INTERNATIONAL GATEWAY WEST LLC ELECTRICAL ENGINEER: AIO-04 REFLECTED CEILING PLAN - LEVEL 02 ALUM ALUMINUM KIT KITCHEN 12201 TUKWILA INTL BLVD, FOURTH FLOOR TBD - Bidder Design Build by GQ. ANOD ANODIZED SEATTLE. WA 98168 A13-01 INTERIOR FINISH PLAN - LEVEL 02 APPROX APPROXIMATE L LONG TEL: (206) 281-8700 A15-01 FURNITURE PLAN - LEVEL 02 FOR REFERENCE ONLY APT APARTMENT LAM LAMINATE, LAMINATED FAX: (206)282-9951 ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR ARCH AUTO ARCHITECT, ARCHITECTURAL AUTOMATIC LAU LAV LAUNDRY LAVATORY CONTACT. SARAH MARQUES FIRE I LIFE SAFETY ENGINEER: EMAIL: SARAHM@SABEY.COM TED - Bidder Design Build by G.C. A43-01 ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS XX AV AWP AUDIOVISUAL ACOUSTICAL WALL PANEL(S) LT LTG LIGHT LIGHTING GENERAL CONTRACTOR: A43-02 ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS A45-01 INTERIOR ELEVATIONS BB BULLETIN BOARD MAS MASONRY SABEY CONSTRUCTION 12201 TUKWILA INTL BLVD, FOURTH FLOOR A45-02 INTERIOR ELEVATIONS ED BLDG BOARD BUILDING MATIL MAX MATERIAL MAXIMUM PLUMBING, MECHANICAL, ELECTRICAL, SEATTLE, WA 98168 FIRE I EMERGENCY SYSTEM PERMITS ASO-01 ARCHITECTURAL WOODWORK DETAILS EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR BLKG BO BOT BLOCKING BOTTOM OF BOTTOM MECH VIED MEMB MECHANICAL MEDIUM MEMBRANE TEL: (206) 281-8700 UNDER SEPERATE SUBMITTALS. FAX: (206) 282-9951 CONTACT., GLENN PARRY A50-02 ARCHITECTURAL WOODWORK DETAILS A51-01 TYPICAL SUSPENDED CEILING DETAILS ERG BEARING MEZZ MEZZANINE EMAIL: GLENNP@SABEY.COM BRZ BRONZE MGT MANAGEMENT A51 -02 TYPICAL SUSPENDED CEILING DETAILS - DIRECT HUNG MATCH LINE A BSMT BASEMENT MFL MAXIMUM FORESEEABLE LOSS SEE )5�A.506� BUR BUILT UP ROOFING MFR MANUFACTURE,MANUFACTURE A61-01 INTERIOR PARTITION TYPE CHARTS MH MANHOLE MATCH LINE INDICATOR DRAWING REVISION INDICATOR CAB CB CEM CABINET CATCH BASIN CEMENT, CEMENTITIOUS MIN MISC MO MINIMUM, MINUTE MISCELLANEOUS MASONRYOPENING A61-02 INTERIOR PARTITION DETAILS A61 -50 INTERIOR PARTITION DETAILS 9— CER CG CERAMIC CORNER GUARD MIS MTD MOP SINK MOUNTED PROJECT ADDRESS A62-01 DOOR SCHEDULE CH COAT HOOK MTL METAL A64-01 INTERIOR FINISH SCHEDULE AND LEGEND CI CASTRON MVBL MOVABLE Cj CONTROL JOINT N NORTH CIP CL CAST -IN -PLACE CENTERLINE NIC NOT IN CONTRACT INTERGATE.WEST, BUILDING B EXISTING COLUMN GRIDLINE INDICATOR NEW COLUMN GRIDLINE INDICATOR CLG CEILING NO NUMBER NOM NOMINAL 12201 TUKWLA INTERNATIONAL Bi SUITE 201 CLO CUR CLOSET CLEAR NTS NOT TO SCALE TUKWILA, WA 98168 VICINITY MAP EL XXXXX EL. XX)C-XX' CMU CONCRETE MASONRY UNIT 0C ON CENTER Go COL CLEAN OUT, CASED OPENING COLUMN OH OD OVERHEAD OUTS DE DIAMETER SE4TTLE Comm CONC COMMUNICATION CONCRETE OPNG OPENING DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR CONN CONSTR CONT CONNECTION, CONNECT CONSTRUCTION CONTINUOUS, CONTINUE OPP ORD OTS OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE EWOTr SAY 5 EQUIPMENT INDICATOR CORR CORRIDOR ROOM NAME EM7 <� FIXTURE INDICATOR CPT C SWK CTR CARPET CASEWORK CENTER PBD PRCST PARTICLEBOARD PRECAST SCOPE OF WORK 99 FURNITURE INDICATOR CU CUBIC PD PLANTER DRAIN PERP PERPENDICULAR Boeing .. . ....... . . <� GRAPHIC/SIGNAGE INDICATOR D DEEP,DEPTH PLAM PLASTIC LAMINATE Field MISCELLANEOUS INDICATORS DEL DOUBLE PLAS PLYND PLASTER PLYWOOD INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 201 ON FLOOR 2 IN BUILDING B, INTERGATEWEST ROOM INDICATOR DEMO DIET DEMOLISH, DEMOLITION DETAIL PNL PL PANEL PROPERTY LINE CAMPUS. THE WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEWPARTITIONS, DOORS, CASEWORK AND ARCHITECTURAL FINISHES. MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER WILL BE BIDDER _xX C� DF DIA DRINK NG FOUNTAIN DIAMETER PR PAIR DESIGNED. DIAG DIAGONAL, DIAGRAM PRKG PARKING DIM DIMENSION PROP PROPERTY 99 (DOOR) OPENING INDICATOR FINISH INDICATOR D V DMPF D VIDE, DIVISION DAMPPROOF, DAMPPROOFING PT PTN PAINT, POINT, PRESSURE TREATED PARTITION PROJECT SITE Ing Access Road DN DR DOWN DOOR, DRESSING ROOM R RADIUS, RISER DS DOWNSPOUT RCP REFLECTED CEILING PLAN DW DISHWASHER RD ROOF DRAIN, ROAD WINDOW INDICATOR CEILING HEIGHT INDICATOR DWG DWR DRAWING DRAWER REF REF REINF REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING M ATERIAL (PER FINISH LEGEND) E EAST REDD REQUIRED I (PER FINISH LEGEND) EIFS EXTERIOR INSULATION AND REV RFG REVISED, REVISION ROOFING 599 XX XX XX (4F NISH FINISH SYSTEM EJ EXPANSION JOINT RM ROOM RO ROUGH OPENING 509 99 EL ELEC ELEVATION ELECTRIC, ELECTRICAL RT RIGHT CODE AND BUILDING INFORMATION HE GHT WALL TYPE INDICATOR RIAUFINISH INDICATOR ELEV ENCL EP ED ELEVATOR ENCLOSE,ENCLOSURE ELECTRICPANEL EQUAL S SCIND SCHED SOUTH, SPANDREL SOLID CORE WOOD SCHEDULE PROJECTNAME: SABEY TENANT IMPROVEMENT QFE EQUIP EQUIPMENT SO STORM DRAIN SITE ZONING: CU- COMMERCIAL LIGHT INDUSTRIAL 518 a— MOUNTED TO WALL WITH BRACKET ESCAL ESCALATOR SECT SG SECTION SAFETY GLASS Seld-Toci EXH EXHAUST SGL SINGLE KING COUNTY ASSESSORS PARCEL NUMBERS: 0923049120 Infl Airport 405 FEC IN WALL -MOUNTED EXP EXIST EXPANSION, EXPOSED EXISTING SHT SHEET (PROPERTY) LEGAL DESCRIPTION KEYNOTE CABINET FIRE EXTINGUISHERS FA FIRE ALARM SHTHG Sim SPEC SPKLR SHEATHING SIMILAR SPECIFICATION SPRINKLER APPLICABLE CODE& BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE MAC 51-50) FCQ FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER SPKR SPEAKER (NON -RATED PAR ITION) FD FLOOR DRAIN SO SQUARE MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE (WAC 51-52) EXISTING TO REMA17� (SHOWN SHADED) (1-HOUR RATED PARTITION) FDC FIRE DEPARTMENT CONNECTION SS SST SERVICE SINK STAINLESS STEEL PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (WAC 51-56) PARCEL B FDTN FOUNDATION STC SOUND TRANSMISSION CLASS (2-HOUR RATED PARTITION) FE FIRE EXTINGUISHER STD STANDARD ELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS 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, FEC FIRE EXTINGUISHER STIL STEEL WASHINGTON THAT IS SOUTH 8TI61F EAST, 100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; EXISTING TO BE DEMOLISHED L (3-HOUR RATED PARTITION) CABINET STOR STRUCT STORAGE STRUCTURAL ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE WAC 51-1 IC) THENCE SOUTH 24'13'5T EAST, 969.61 FEET TO THE TRUE POINT OF BEGINNING; (SHOWN DASHED) (4-HOUR RATED PARTITION) FH FHC FIRE HYDRANT FIRE HOSE CABINET SUSP SUSPENDED THENCE NORTH 65'46'07'EAST, 58.17 FEET; THENCE NORTH 63'32'48'EAST, 62.13 FEET; FG FIGURE T TREAD, TEMPERED FIRE CODE: 2015 INTERNATIONAL FIRE CODE WAC 51-54A) THENCE SOUTH 22'47'01'EAST, 21.44 FEET, SMOKE BARRIER FIN FINISH, FINISHED T&G TEL TONGUE AND GROOVE TELEPHONE FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE THENCE NORTH 65'3925'EAST, 199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OFWAY LINE OF PRIMARY STATE HIGHWAY NO, I SR 99) SOUTH 118TH SMOKE PARTITION FLEX FLEXIBLE TEMP TEMPERATURE, TEMPORARY STREET TO JCT SSH NO. 1-K APPROVED JULY 23,1957; NEW FLR FLOOR, FLOORING TER TERRAllO ACCESSIBILITY CODES: WASHINGTON STATE ACCESSIBILITY CODE (WAC 51-50) 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 FLUOR FLUORESCENT THK THICK, THICKNESS WHICH BEARS SOUTH 65-44'51 - WEST) THROUGH A CENTRAL ANGLE OF 1161T A DISTANCE OF 62.42 FEET., FO FACE OF, FINISHED OPENING THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 670012f EAST 10.00 FEET; TYPE OF WORK PARTITIONS FDIC Fia FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION, FIREPROOF TO TSTAT TOP OF THERMOSTAT USE GROUP AND OCCUPANCY: NO CHANGE TO OCCUPANCY GROUP 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; ---- FIR FRAME, FIRE RATED TV TYP TELEVISION TYPICAL OCCUPANCY. 8 (OFFICE) THENCE SOUTH 73'32427 WEST, 16.58 FEET; THENCE SOUTH 71'35'51'WEST, 61.96 FEET,, RCP SYMBOLS FRMG FRT FRAMING FIRE RETARDANT TREATED S-2 (PARKING STRUCTURE) THENCE NORTH 78'38'58'WEST, 7.83 FEET; FT FTG PUT FOOT, FEET FOOTING FUTURE UIC UGND UNFIN UNDER COUNTER UNDERGROUND UNFINISHED EXISTING TYPE OF CONSTRUCTION: TYPE 11 - SPRINKLERED IN LIEU OF I HR CONSTRUCTION (OFFICE BUILDING) THENCE SOUTH 75'5344'WEST, 106.07 FEET,, THENCE NORTH 05'01'10'WEST, 18.41 FEET; THENCE SOUTH 822227� WEST, 64.93 FEET, -------- CEILING -MOUNTED rM HVAC DIFFUSERS (SIZE AND TYPE PER FVC FIRE HOSE VALVE CABINET UON UNLESS OTHERWISE NOTED OVER TYPE I - SPRINKLERED (PARKING STRUCTURE) THENCE SOUTH 63'55'24'WEST, 58.16 FEET; 2'X2'FLUORESCENT LIGHT MECHANICAL DRAWINGS) FWC FABRIC WALL COVERING VERT VERTICAL NUMBER OF STORIES: THENCE NORTH 24*13'5Y WEST, 334.22 FEET TO THE TRUE POINT OF BEGINNING, CEILING -MOUNTED FWP FABRIC WRAPPED PANEL (S) VEST VESTIBULE STORIES ABOVE GRADE PLANE: 40FFICEFLOORS (ALSO KNOWN AS NEW LOT B, CITY OF TUKWIIA BOUNDARY LINE ADJUSTMENT NO. L98-0033, RECORDED UNDER RECORDING NO. 9810059013, RECORDS OF KING COUNTY, WASHINGTON) 2'X4'FLUORESCENT LIGHT GA GAGE VNR VENEER STORIES BELOW GRADE PLANE: 2PARKINGLEVELS CEILING -MOUNTED GALV GALVANIZED VR VWC VAPOR RETARDER VINYL WALLCOVERING VXTFLUORESCENT LIGHT GEN GENERAL, GENERATOR SEISMIC DESIGN CATEGOW CEILING HVAC RETURNSIEXHAUSTS GFRC GLASS -FIBER W WEST, WIDE D El A GENERAL NOTES (HIDDEN) -MOUNTED (SIZE AND TYPE PER REINFORCED CONCRETE W1 WITH STRIP FLUORESCENT LIGHT L/\j MECHANICAL DRAWINGS) GFRG GLASS -FIBER W/o WITHOUT PROPOSED AREA OF REMODEL: (EXPOSED) CEILING -MOUNTED GFRP REINFORCED GYPSUM GLASS -FIBER we WATER CLOSET, WALLCOVERING 7,709 SF OF PROJECT AREA ON FLOOR 2 ---- 1. DO NOT SCALE THE DRAWINGS. STRIP FLUORESCENT LIGHT CEILING -MOUNTED HVAC ITEMS REINFORCED PLAY ric WD WH WOOD WALLHYDRANT EXISTING CORE AND SHELL FIRE RATINGS: WALL -MOUNTED GL GLASS Wp WEATHERPROOF, WATERPROOF, OFFICE PARKING 2, VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK STRIP FLUORESCENT LIGHT GYP GYPBD GYPSUM GYPSUM BOARD WATERPROOFING, WORK POINT FLOOR CONSTRUCTION: N.R. 2HR 0 DOWNLIGHT F/71 WR WATER RESISTANT ROOF CONSTRUCTION: N.R. 2HR 1 THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE REVISION.-NO'A H HIGH WT WEIGHT STRUCTURAL FRAME: NR. 3HR HB HOSE BIBB WWF WELDED WIRE FABRIC ELEVATORS: I HR 2HR ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY 0 ACCENT DOWNLIGHT HCWD HOLLOWCOREWOOD STAIRS: 1HR 2HR THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. CEILING -MOUNTED ACCESS PANEL HD HAND DRYER XFMR TRANSFORMER MECHANICAL SHAFTS: 1HR 2HR 0 WALL -WASHER DOWNLIGHT HDBD HARDBOARD 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS HDW HARDWARE INTERIOR FINISHES: OTHERWISE INDICATED. SCONCE -TYPE A HDWD HARDWOOD PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED 5 (WALL -MOUNTED) LIGHT HM HOLLOW METAL 5� DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE RECECWED HO HOLD OPEN MEANS OF EGRESS: LOCATED 80 THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE 01 CEILING -MOUNTED EXIT LIGHT CEILING -MOUNTED FIRE SPRINKLER HORIZ HORIZONTAL SEE A�005 - LIFE SAFETY PLAN OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED MAY 02 2022 HR HOUR OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. 5 WALL40UNTED EXIT LIGHT HIT HVAC HEIGHT HEATING, VENTILATING, PARKING: Community 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE Development Q AND AIR CONDITIONING NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE PROJECT. PARKING DEMANDS AS A RESULT OF COMMERCIAL CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE NTH APPLICABLE LEGAL TI ARE MET BY EXISTING SITE PARKING FACILITIES. ALL ACCESSIBLE SITE FEATURES AND PARKING STALLS ARE PROVIDED BY THE REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED STANDARD LIGHT FIXTURES — 1 CEILING -MOUNTED SPEAKER BUILDING LANDLORD. PROFESSIONAL ENGINEER, USING PERFORMANCE AND CRITERI INDIC 07) SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com ........... 6194 L R EGISTERED ARCH ITEC T ItKAR A M. ANDFRSON STA'JE D' ��ASHINGTON SABEY HEADQUARTERS REIIATION SECOINMID 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 02128/20 Casework Revisions 1 02/06/20 Tenant Revisions -VARK-1 DATE ]—DESCRIPTION PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawngs and written material appearing herein constitute the original and unpublished mrk of the Sabey Corporation and the same may not be duplicated, used or disclosed vothout the written consent of the Sabey Corporation. COVER SHEET AND PROJECT INFORMATION AOO-01 I 2 3 4 6 6 N 8 9 10 19 -4 F-M C LEE A 0 DIVISION I - GENERAL CONDITIONS DIVISION IX - FINISHES H.REFERENCES 15800 - HEATING VENTILATING AND AIR CONDITIONING 01010 SUMMARY OF WORK 09250 GYPSUM DRYWALL AND METAL STUDS 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES A- A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. l. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS B, C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. COMERCIAL OFFICE SUITE SHOWN IN THE PLANS. C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. D. C745 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD, 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR BACKING BOARD, OR WATER-RESISTANT BACKING BOARD, 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SELECTIONS. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, ILION. SYSTEMS. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE 09500 - CEILING SUSPENSION SYSTEMS. FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND BUILDING STRUCTURE, UON. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW ACOUSTICAL CEILINGSAS INDICATED ON DRAWINGS. DIVISION XVI - ELECTRICAL DAMAGE AT THEIR OWN EXPENSE. CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANTS PLACEMENT. COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. REQUIREMENTS. 7. ALL DRYWALL TO BE 5/8" TYPE 'WUNLESS OTHERWISE NOTED, PROVIDE "M/R" TYPE DRYWALL WHERE 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, LION. 4. PROVIDE CUTOUTS A14D OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. COPIES FOR APPROVAL. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE FINAL FINISHING AS SPECIFIED. MANUFACTURER'S SPECIFICATION AND CODES. SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, LION. SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. APPLIANCES. SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION, PENETRATIONS OF FIRE -RATED 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. B. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS LION. 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. REQUIRED. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: 6� GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 09530 - ACOUSTICAL TREATMENT A. SYSTEM DESCRIPTION: 7� ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL 1 . PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND 1 . SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. GREEN DOT, "EMERGENCY"OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN INDICATED. THE STRUCTURAL DESIGN LOADS SPECIFIED- CIRCUIT'FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND COVERPLATES SHALL BE BUILDING STANDARD FINISH, LION. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS, 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE REQUIREMENTS. 09650 - RESILIENT FLOORING COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. BUILDING SHELL STANDARD SPECIFICATIONS. 3. STRUCTURAL REQUIREMENTS: 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND 9- COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING DIVISION 11 - SITE WORK A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. MANUFACTURER PER FNISH SCHEDULE. THE INSTALLATION OF TENANrS NEW FURNITURE. B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. 02050 - DEMOLITION C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE AT ALL AREAS OF FLOOR MATERIAL TRANSITION. CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND B. CODE REQUIREMENTS: BY TENANTS VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. 1 BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 1 . PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL OUTSIDE CORNERS OR WITHIN 6, OF CORNERS. 11 � THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, AND SHALL BE APPROVED BY THE LOCAL INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART OF 4. PATCH, LEVEL AND PREPARE SU13 FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S CONNECTIONS AND WALL MOUNTED REQUIREMENTS. ORIGINATING SOURCE, DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT EACH ASSEMBLY- WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER SPACES BELOW. 101. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. REMOVED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN C. MATERIALS: 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. SPECIFICATION LION. AND SHALL MEET OWNER'S GUIDELINES. 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. 09680 - CARPET 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". IN ACCORDANCE WITH ALL APPLICABLE CODES. 2. FIRE RATED PARTITION HEAD SYSTEMS: 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST A. RUNNER: "FIRE TRAK"BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 3. PREPARE SUB FLOORWITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE 3- SCREWS: SELF -TAPPING; LOW PROFILE HEAD. APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION 06100 - ROUGH CARPENTRY REQUIRED. 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW. 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING. BLOCKING, ROUGH FRAMING, WOOD 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED- D. PARTITION FRAMING: 09900 - PAINTING AND STAIN THE TENANT BEFORE INSTALLATION. 06200 - FINISH CARPENTRY 1.RUNNERS: 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW A, SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS, USE COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER PRIOR TO INSTALLATION. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND OF PAINT COLORS AS INDICATED IN DRAWINGS. AND NOSINGS. CONDUIT WHICH MAY BE EMBEDDED IN CONCRETE FLOORS, 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO B. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. DESIGNIBUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO DISCIPLINE. RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO (2) FINISH COATS. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK CLEAR PARTITION. 8) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON A COMMERCIAL GRADE CLEAR SATIN VARNISH, EXACT LOCATION WITH FURNITURE VENDOR. 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL 3. PAINT FOR THE LIGHTSURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL 21. COORDINATE POWER/DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR DEFLECTION. SPECIFICATIONS MANUAU'(AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) ELEVATIONS, FINISHES & CASEWORK, 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT.," THICK. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16'ON CENTER, AND NOT MORE THAN 2 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR 3- CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL POWERIDATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, LION IN ELEVATIONS / DETAILS. SPECIFICATIONS MANUAU'(AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) CASEWORK. 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 4, PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE.059'HORIZONTALAND.039'VERTICAL. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 16500 - LIGHTING 20-GAGE. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 6. SHELF EDGING TO BE VINYL. 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 49'A.F.F. TO MEET THE LATEST HANDICAPPED DIVISION Vill - DOORS AND WINDOWS AS THE ROOM LION. CODES AND REGULATIONS, 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE 08210 -WOOD DOORS EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. DIVISION XII - FURNISHINGS 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED LION. 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT 12500 - WINDOW TREATMENT AT ALL BOARD EDGES. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS, COORDINATE WITH BUILDING LOCATED IN THE CENTER OF CEILING TILE, UON, & AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD MANAGEMENT. 1 DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE, STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO TO TOP RUNNER. Z ALL INTERIOR RELITES TO RECEIVE T' MINI -BLINDS WHERE INDICATED IN DRAWINGS. MEET LOCAL ENERGY CODE COMPLIANCE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 9. STUD BRIDGING: 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD 08710 - FINISH HARDWARE A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR STUD FLANGE ONLY, PROVIDE 34'BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5-0" ON DIVISION XV - MECHANICAL TO COMMENCEMENT OF WORK, 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR CENTER FOR THE FULL HEIGHT OF THE PARTITION. HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH 15500 - FIRE PROTECTIOq 6. ALL OFFICE AREAS LESS THAN 300 SQ� FT, ENCLOSED BY WALLS OR CEILING -HEIGHT COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR RIGID FACING MATERIAL STOPPING 3'-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 314�'BRIDGING PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH LOCATIONS. CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. OCCUPANCY SENSORS, PER CODE. EACH 5'-U'OF EXPOSED STUDS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 2, PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: 12," ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) DISABILITIES ACT. B. LIFE SAFETY EQUIPMENT. KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. NUMBERS. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY D. LIGHT FIXTURE SPECIFICATIONS F. BACKING: APPLICABLE LOCAL CODES AND LAWS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND EXTINGUISHER WITH SQJEEZE-TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL GAUGE. PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP 6� ALL HARDWARE SHALL BE COMMERCIAL GRADE. LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAIL& 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, LION. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE 6. DESIGN BUILD FIRE PFOTECTION DRAWINGS INDICATE: RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A LABEL FROM AN APPROVED A. LAYOUT, LOCATION,AND SIZE OF SPRINKLER LINES AND HEADS. 2 EG&E& 08810 - GLASS INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR B. PRESSURE REQUIREMENTS. V E Dy LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. C. SPRINKLER HEAD SPECIFICATIONS. 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, LION. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS MAY 02 2022 G. INSTALLATION TOLERANCES: 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING 7. CONTRACTOR PROVICE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR Community SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY REVIEW AND APPROVAL PRIOR TO INSTALLATION. Development SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY DIRECTION. SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2. LOCATE ASSEMBLIES WITHIN 114 INCH OF REQUIRED LOCATIONS. SjAdB EY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com - - -------- R E G I S -1, E b �ARCHJECT Itzkx A M. ANDERSON �T, OF VVA�Hi�,GTON SABEY HEADQUARTERS RENOVATION AF % 111 SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT`L BLVD, SUITE 201 TUKWILA, WA 98168 7 04127122 Tenant Revision 6 02107/22 Tenant Revisions 5 10/04121 Tenant Revisions 4 03118/20 Tenant Lighting Revisions 3 03117120 Tenant Revisions 2 02/28/20 Casework Revisions -1 02/06/20 Tenant Revisions M DESCRIPTION PROGRESS DATE: 04127/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All dravongs and wntlen material appearing herein constitute the original and unpublished =Tk of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. NOTES AND SPECIFICATIONS J� I 2 3 4 5 N 7 8 9 10 F F=E M INTER( 1/64-'=1'-0` 1 C B A SITE PLAN TUKWILA INTERNATIONAL BLVD. SITE DATA LEGAL DESCRIPTION ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL PARCEL NUMBER: 0923G49120 AREA: 559,465 SQ. FT. PARCEL B BUILDNGAREA. COMMENCING ATA POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, BLDG N. 99 346 So. FT. W.M., IN KING COUNTY, WASHINGTON THAT IS SOUTH ST16'35' EAST, 100.00 FEET FROM THE NORTHWEST CORNER OF THE BLDG B: 5087 SQ. FT, NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; BLDG C: 72 , 731 SQ. FT. THENCE SOUTH 24'13'5Y EAST, 969.61 FEETTO 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 2247'01' EAST, 21.44 FEET; SEISMIC ZONE: 3 THENCE NORTH W30'25' EAST, 199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1 (SR 99) SOUTH I 18TH STREET TO JCT SSH NO. 1 -K APPROVED JULY 23,1957; PARKING REQUIRED: OFFICE 2.511 0005F 613 STALLS THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 2,805.SFOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 65-44'51 - WEST) THROUGH A CENTRAL ANGLE OF 1-163T A DISTANCE OF 62.42 PARKING PROVIDED: 757 STALLS (3,09/1000SF) FEET TH ENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 67'01'21' EAST 10.00 FEET, TH ENCE FOLLOW NG SAID WESTERLY R IGHT-OF-WAY LINE ALONG THE ARC OF A 2815.00-FOOT RADIUS, NON -TANGENT CURVE TO TH E RIGHT, (TH E CENTER OF WHICH BEARS SOUTH 00121 - WEST) THROUGH A CENTRAL ANGLE OF 611'21 % A DISTANCE OF 320.46 FEET; THENCE SOUTH 73*3242'WEST, 16.58 FEET, THENCE SOUTH 71'355 1 - WEST, 61.96 FEET; THENCE NORTH 78'38'58'WEST, 7.83 FEET; THENCE SOUTH 75*53'41V WEST, 106.07 FEET; THENCE NORTH 05'01'10'WEST, 18,41 FEET; THENCE SOUTH 8222'27'WEST, 64,93 FEET; THENCE SOUTH 63'55'24WEST, 58.16 FEET; THENCE NORTH 24*13'53WEST, 334.22 FEET TO THE TRUE POINTOF BEGINNING. (ALSO KNOWN AS NEW LOT B, CITY OF TUKWLA BOUNDARY LINEADJUSTMENT NO, OMSK, RECORDED UNDER RECORDING NO. 9810059013, RECORDS OF KING COUNTY, WASHINGTON) 0 ffil FM z, tu�'y 0 commiunity Developinnt SABEY Architecture 12201 Tukwila InV Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com — — --------- PEDSIER L D ARC 47-C T KAPA M ANDERSON "t!nn ST�TE 0 WSiW��T.l 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 I kk-F 02/06/20 Tenant Revisions IvIARK�DATE DESCRIPTION PROGRESS DATE: 04/27122 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 wfiften consent ofthe Sabey Corporation, SITE PLAN i 2 3 4 5 6 7 8 9 10 F M D C 90 B - OFFICE LIFE SAFETY LEGEND OCCUPANCY CALCULATIONS 809 SF1100 SF PER OCCUPANT = 16 OCCUPANTS INDICATES PATH OF TRAVEL B - OFFICE SUITE 201 E= 7,709 SF/100 SF PER OCCUPANT 77 OCCUPANTS TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE 809 SF TRAVEL DISTANCE START POINT TOTAL OCCUPANCY 16 OCCUPANTS NUMBER OF EXITS REQUIRED 2 NUMBER OF EXITS PROVIDED 2 AREA NOT IN SCOPE OCCUPANT LOAD PER EXIT 8 44 COMMON PATH OF TRAVEL INTERSECTION REQUIRED EXIT WIDTH* 16 x.2 = 3 EXIT DOOR WIDTH PROVIDED T-O" (32" CLEAR) ## c+ EXITAND LOAD SUITE 201 *NOTE: MINIMUM EXIT WIDTH PROVIDED SHALL BE 3Z' TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE 7,709 SF TOTAL OCCUPANCY 77 OCCUPANTS OCCUPANCY NUMBER OF EXITS REQUIRED 2 B - OFFICE B NUMBER OF EXITS PROVIDED 3 457 SF1100 SF PER OCCUPANT = 5 OCCUPANTS FLOOR AREA (SF) OCCUPANT LOAD PER EXIT 26 IXXXIXX�-- OCCUPANTLOAD REQUIRED EXIT WIDTH* 71 x.2 = 15" SUITE 201 EXIT DOOR WIDTH PROVIDED T-V (32" CLEAR) LOAD FACTOR PER IBC 1004.1.2 TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE 457 SF *NOTE: MINIMUM EXIT WIDTH PROVIDED SHALL BE 37' TOTAL OCCUPANCY 5 OCCUPANTS (2) EXISTING EXIT SIGN NUMBER OF EXITS REQUIRED 2 E NUMBER OF EXITS PROVIDED 2 (8) NEW EXIT SIGN OCCUPANT LOAD PER EXIT 3 N REQUIRED EXIT WIDTH* 5 x.2 = I OT EXIT SIGN WITH DIRECTIONAL ARROW EXIT DOOR WIDTH PROVIDED T-O" (32" CLEAR) COE EXISTING EXIT SIGN TO BE REMOVED OR RELOCATED *NOTE: MINIMUM EXIT WIDTH PROVIDED SHALL BE 32" /7\ 6 2 9 LEVEL 02 FLOOR PLAN LIFE SAFETY PLAN 1/8"= V-0- A FAI (9 E , X' /","�EUEC� GA E N CODE ANALYSIS TYPE OF CONSTRUCTION� TYPE 11 - SPRINKLERED (IN LIEU OF I -HOUR CONSTRUCTION) OCCUPANCY CLASSIFICATION- B OCCUPANCY (OFFICE) EXITING REQUIREMENT& 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 (INCHIOCCUPANT) B OCCUPANCY 0.3 0.2 TRAVEL DISTANCES: 1. MAXIMUM ALLOWED DEAD END CORRIDOR LENGTH: 50'-0" (IBC 1018.4, EXEMPTION 2) 2 * MAX�MUM ALLOWED COMMON PATH OF EGRESS TRAVEL: 100'-0" (IBC TABLE 1014.3) 1 MAX MUM ALLOWED EXITACCESS TRAVEL DISTANCE. 300'-0' IBC TABLE 1016.2) EXIT OR EXITACCESS 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 7 SUITE 201 B — F77091 [1000�77 T I V�t $,Lei Comm, iuni IV Develop-m-it SjAgBEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corn REGIS IEREIDDI ARCHITEC " V , I_p �0'� KA R �A M ANIM PSON ST,�T� CF WA�HjNGTOrl . .......... 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 03/18120 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions PROGRESS DATE: 04127/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All arawngs and witten material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed mthout the mitten consent of the Sabey Corporation. LIFE SAFETY PLAN I 2 3 4 6 6 7 8 9 10 A M A E C IM L9 C B A �j __7 --j 7 [L ly— E: it A T - AT LEVEL 02 DEW 1/8" = 11_01� 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. TYPICALWALL 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. 7 7_ — -7 7 7 j 7 t7. z' -7 —7 I" A J/ 1--z"if, T 4, _z i 7r7 �i�' 'V/' 'l t 71 7/ 7) 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, Z�' -7 r A- -1 F— 44 I A I --i F t A T -1 L-A _L_L_ L --F --T + --I __7 T - IF -J� _71 T uf k LEA F-71- 1 j DEMOLITION NOTES BY NUMBER ALLEXISTING PERIMETERWALLS, SILLSAND HEADERSTO REMAIN, PATCH AND REPAIR AS NEEDED. FLOOR, 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 DEBRISAND CLEAN PATIO. j/ EXISTING SOFFIT TO BE REMOVED, \Fo-\ EXISTING CEILING, GRID AND LIGHTING TO BE REMOVED IN HALLWAY. REMOVE COVER FROM EXISTING COLUMN. 0) REMOVE EXISTING FIXTURES AND FINISHES. SEE SHEET A43-02 FOR RESTROOM DETAILS, REMOVE DRYWALL FROM NORTH SIDE OF EXISTING WALL, (12) EXISTING DRINKING FOUNTAINS TO BE REMOVED, CAP LINES FOR SOUTH UNIT. 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 R E, c E" 1, 1 V D tip"I coinr'lunity do U $U1 Developm-St"R SABEY Architecture 12201 Tukwila Int'Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com PEGISTEDED _'� T 61 '94 —7 �ARCHIIr` '�K RA V. �ANDERSON STAiF G� SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING IS 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02107/22 Tenant Revisions 5 10104/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17120 Tenant Revisions 2 02128/20 Casework Revisions 1 02/06120 Tenant Revisions MA PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVEDBY: KA PROJECT NO: All drawings and written material appeanng herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the &jtten consent of the Sabey Corporation. DEMOLITION PLAN - LEVEL02 1 2 3 4 5 6 7 8 9 10 IF � (D- - E � (D-- D C B A FLOOR PLAN I GENERALNOTE 1. REFER TO SHEET AOO-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. FLOOR PLAN LEGEND BUILDING EXPANSION JOINT EXISTING PARTITION TO REMAIN NEW PARTITION DOOR TAG REP A62-OX SERIES FOR DOOR SCHEDULE. PARTITION TAG REF: A61-OX SERIES FOR CHARTS T FLOOR PLAN NOTES BY NUMBER STOREFRONT SYSTEM BASIS OF DESIGN: ALLSTEEL, BEYOND WITH GLASS PIVOT DOORS COLOR ANONDIZED BLACK, 8'HIGH (21 WALL ABOVE STOREFRONT TO BE A61 z�,3 � (3) \�g7 )p ROVIDE PLYWOOD BACKING IN WALLS FOR MONITORS. COORDINATE WITH AV SUPPLIER, 4 ALLWALLSTO BE CENTERED ON MULLIONS. SEE DETAII-41A61-01. ENTIRE WINDOWTOGET INFILLED FORTWO SCREENS ONTHISWALL, 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 3AIA61-01 NEW ELKAY EZH20 BOTTLE FILLING STATION AND SINGLE ADA COOLER, MODEL LZS8WSUP (i 0� PROVIDE NEW INSULATION AT UNDERSIDE OF DECK ABOVE ZL 0 OT USED. R E;' C? FIV E D 02 7"IiV' 02) .['1gy WALL TO BE CENTERED ON THE COLUMN, COMFILIrl"Y Developme�nt J3) SEE SHEET A43-02 FOR NEW RESTROOM DETAILS. 6-4) COORDINATE LOCATION OF WALL WITH BEYOND WALL GLASS SYSTEM FOR ADJACENT OFFICES, �j-5) NOT USED, 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, 0ON01 WALL MOUNTED LIGHT BOX SAmSEY Architecture 12201 Tukwila InV Blvd - 4th Floor Seattle, WA 98168 206�281�8700 sabey.com �REGISTERED ARC HITEC T ARA V. ANDERSON ',[F 'F �. ASHI�t;-T'�� SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST 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 03/18120 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions PROGRESS DATE: 04/27122 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the 0 riginal and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed VAthout the written consent of the Sabey Corporation. FLOOR PLAN- LEVEL 02 Ok" 1 2 3 4 5 6 7 I I 10 F E M C B A 1/8' = V-10' I RCP GENERAL NOTES 1. CEILING MOUNTED FIXTURES SHOWN ON THESE PLANS ARE DUPLICATED ON THE MECHANICALAND ELECTRICALAND LIGHTING DRAWINGS. REPORTANY OMISSIONS OR INCONSISTENCIES TOTHE ARCHITECT. 2. SPR NKLERS: MAINTAIN 18"MIN[MUM VERTICAL CLEARANCE BETWEEN THE it BOTTOM OF SPRINKLER HEADSAND 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. LIGHTING FIXTURES SPEC- LA-1: FOCL - FLS2D-RO-500L-BEAM-VOLT-L1 1-IC-WH LBA: FINELITE, INC. - HPA-ID LENGTH S-S-835-TG-F-VOLT-FA50-FE-SC-Cl LB-6: FINELITE, INC, - HP4-ID LENGTH S-S-835-TG-F-VOLT-FA50-FE-SC-Cl LB-8: FINELITE, INC. - HP4-ID LENGTH S-S-835-TG-F-VOLT-FA50-FE-SC-CICL Lqzt. FOCL - FLCY4-RD-BKR-150OL-35K-1 C-UNV-SC-L1 1-C72-OPTIC-BEAM-CD-WHITE Z�A�' PABL, SOU DR 36, BLACK BLACKJACK, FLAIR LED LINEAR SUSPENSION LIGHT, WHITE I LF-1: TECH ELECTRIC U-C - 70OMPTLM18Z U-1-1: LIGHTART - ECHO 47-8-FIN STYLE B LG-1: PABP148861 BROWN RCPLEGEND El SUPPLY AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION RETURNAIRGRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION LINEAR FACE MOUNTED CEILING DIFFUSER (USED IN LOBBY, RECEPTION, AND LOUNGE) Sim CEILING DETAIL / SECTION TAG 0- AFF CEILING HEIGHT DESIGNATION PER AREA. WHERE NO HEIGHT IS DESIGNATED, ASSUME 9'-0" 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 RCP NOTES BY NUMBER FEATURE LIGHTING OVER FINAL FURNITURE L LAYOUT, COORDINATE WITH SUSAN RUDD COI J,AUGN ROVIDE LIGHTING CONTROLS/ DIMMERS 3 P PROVIDE WS-1 AND WS-2 AT INTERIOR SIDE OF WINDOWS. C4) PROVIDE WS-1 AT INTERIOR SIDE OF WINDOWS, PROVIDE NEW SOFFIT AND LIGHTING PER DETAIL 3/A61-02 C6� CENTER LIGHT IN SHOWER STALL NEW SOFFIT, SIM TO DETAIL 2B/A-61-01. NEW SOFFIT. SEE DETAIL 2BIA-61-01. TYP. AT ALL \-0 / LOCATIONS OF NEW BEYOND WALL. PROVIDE SEPARATE, DIMMABLE CONTROLS FOR EACH ROW OF LIGHTS, �0) SEE SHEET A43-02 FOR NEW RESTROOM CEILING DETAILS. NOT USED. (12) LIGHT TO BE CENTERED ON TABLE. d EQ. d 02) r r�. E D 1,1AY 0 2 bl Corn" unity Development N SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corn �REG S-! � RE D ARC ' H I I EC T KARA M. ANDERSON S��T� 0, SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WIEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27/22 Tenant Revision 6 02/07122 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18120 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARKI DATE I —DESCRIPTION PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All Orawngs a nownden material I appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed wthout the written consent of the Sabey Corporation, REFLECTED CEILING PLAN - LEVEL 02 i 2 3 4 6 6 7 8 9 10 F M D C E; A �2 2 5 R 7 ) ( 8 OPEN AREA 200 -3 CPT -3 C OPEN AREA Dw] + PT-1 PT-1 T4, z CPT-1 tCPT-3 CPT-3 T4 T__ T-6 CPT-3 CPT-1 T-2 T4 2 7�-! PT I PT-1 -7— ---- I B TORAG RB- T-2 IE R -1 CPT-1 1E CPT-1 201 PT-1 L�j RB-1 PT-1 PT I PTA CPT-3 T4 T F_/1F k CP 1 CPT-3 CPT_l T4 T j jEi r F-771 �o A FL CPT-3—LCPT-1 0 0 'D -0. r-(5 i WV-1 2 PT-3 --- — — — — — — — — — — — — -- — — — — --- — CIPT-1 WD-1 ? 0 PT-2 LEVEL 02 FINISH PLAN 1/8" = V-0" I INTERIOR FINISH PLAN LEGEND ROOM FINISH TAG ROOM NAME NUMBER fXRX—� WALL FINISH XXX WALL BASE FINISH FLOOR FINISH ACCENT FINISH TAG "ROM (THIS TAG OVERRIDES THE FINISH TAG-) KEYNOTE ETR + XXX MATERIAL TRANSITION TAG 11 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 A13V FOR FINISH LOCATIONS. FLOOR. 1, TRANSITION ALL FLOOR FINISHES AT CENTERLINE OF CLOSED DOOR. 2. METAL TRANSITION AND TRIM FINISH: SATIN 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, UNO, 4. LEVEL 5 WALL FINISH BEHIND WC-3. 5, PROVIDE MATTE SEALER ON EXPOSED COLUMNS, DOORSIWINDOWS: 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 PT-1 MARKETING RB-I WD-1 WI-1 4C P! RE, PT-1 IM CPT_l —CPT_1_ — CPT-1 + WD-1 OFFICE OFFICE 207 PT PT-1 -1 [WD-1 RB-1 RB-1 CPT_l CPT-1 LIBRARY HUDDLE =207B INTERIOR FINISH WALL LEGEND — — — WALLPAPER (IN CORRIDOR, LOBBY, OPEN SDC OFFICE, AND WELLNESS ROOM) MIRROR (IN WELLNESS ROOM) PAINT FINISH: MATTE FINISH CEILINGS EGGSHELL FINISH WALLS NOTES BY NUMBER GLOSS FINISH BASE, TRIM, DOORS, HANDRAILS 0) PAINT AND PATCH GYP TO RECEIVE NEW MIRROR AND WALLPAPER, SEE SHEET 43-02 FOR NEW RESTROOM FINISHES. DEMOLISH ALL EXISTING TILE, APPLY NEW WALL TILE AND FLOOR TILE. FINISH ALL EDGES WITH SCHLUTER STRIP, PAINT ALL WALL SURFACES P-1, 14 �rc_\ -D PROVIDE LEVEL 5 FINISH ON WALL. TERRACE F 1-17-1 N FAN E C I _Ell' 11 VE 0 1,11AY 02 21N�2_ COMIMUnity Development SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206 ' 281.8700 sabey.com — --------- EGISTERED HI FEC r �RC KARA M. ANDERSON STATE OF I)ASHINGTOII SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27122 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03117/20 Tenant Revisions 2 02128120 Casework Revisions 1 02/06/20 Tenant Revisions MARKI DATE I DESdRuff-ION PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All draWngs and written material appearing herein constitute the original and unpublished Milk of the Sabey Corporation and the same may not be duplicated, used or disclosed Wthout the witten consent of the Sabey Corporation. INTERIOR FINISH PLAN - LEVEL02 2 A )-- - E C LEVEL 02 FURNITURE PLAN la, = 1'-0" 1 B A 3 T 4 5 T 6 7 �PR7-4g 8 9 10 FlRiUTURE 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 (OFOI) EXISTING FURNITURE (OFOI) FURNITURE PLAN MOUNTING HEIGHTS COORDINATE CHAIR AND BRACKET LOCATION WITH ACCESSORIES (D— MOUNTED TO BACK SIDE OF DOOR ou BATTERY MARKER BOARD FOLDING CHAIR CLOCK TACK BOARD WALLBRACKET < MAGAZINE RACK - MR CHART LITERATURE RACK - LR FURNITURE PLAN NOTES BY NUMBER INSTALL 114'CLARUS GLIDE TEMPERED SAFETY WRITING GLASS WITH SLIDING PANELS TO NEW DRYWALL (2) INSTALL ALLSTEEL WRITING GLASS PANEL COORDINATE FINAL LOCATION WITH DECK PAN BELOW RECUELrVED 1,14 02 2022 Community Development SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281,8700 sabey,corn ...... . . . ------ ��EGIST �RED 12C 11-111 T F �CDJJ A KARA M. AND'� -RSON STAT 0 W--, H�CTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04127/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10104/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28120 Casework Revisions 1 02/06120 Tenant Revisions MARK DATEF —DESCRIPTION PROGRESS DATE: 04/27122 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: A] I drawings and written materia�apipearing herein constitute the original and unpublished wo k 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 2 3 4 5 6 7 8 9 10 4'- 10" FULL HEIGHT MIRROR COAT HOOK COAT HOOK 62 7IA43-01 A62 -01 2o 6/A43 DA62 34LOCKERS A-81 FU L' HELIGHT�� MIRROR lz� A62 E U/C FRIDGE 5IA43-01 MIRROR A61 LIGN '_ 19, D C 7�' COAT HOOK 4IA43-01 — COAT HOOK �61_OCKERS ---� LEVEL 02 FLOOR PLAN - ENLARG 1 -FV4!L,- 1'-v /--,\ /\ — /�_ A TL2 WOMEN'S LOCKER / SHOWER ROOM- 1/4" = 114, L2 MEN'S LOCKER/ SHOWER—.- 1/4"= 11-01, PT -I IIII=_ I BENCH I 1 6-11" T-V - 10 2IA43-01 I 'I/S COAT HOOK PAPER TOWEL DISPENSER AUTOMATIC MOUTHWASH DISPENSER MIRROR 4'H X 6'W MIRROR 4'H X 8'W AUTOMATIC MOUTHWASH DISPENSER PAPER TOWEL DISPENSER A11.11.100 11 4&' TOWEL DISPENSER AUTOMATIC MOUTHWASH PT -I DISPENSER L--L_T-4 J '_ L2 W�QMEN'S LOCKER- 34� ) 1/4"= V-13" I MIRROR (2'W X 5-H) Al L—C::TA_D L2 MEN'S SHOWER/ LOCKER T-6 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. & 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 WALLAND PROJECTING OBJECTS BELOW AND AT ENDS SHALL BE 11/2' 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 1-112" MIN. GRABBARS 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. 1A. MIRROR - RH, METAL FLOATING MIRROR, RAW STEEL, 96"W X 48�11 (WOMENS LOCKER/ SHOWER ROOM) I B. MIRROR - RH, METAL FLOATING MIRROR, RAW STEEL, 72'W X 4TH (MEN'S LOCKER/ SHOWERROOM) 1 C. 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 LOCKEPJSHOWER ROOMS) 2B. 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 TOWEUTRASH - ENMOTION 8� RECESSED AUTOMATED TOUCHILESS 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 (WOMANS 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). 1 t WATER HEATER - AD SMITH PROMAX ECT-120 12. AUTOMATIC MOUTHWASH DISPENSER - GOTFRESHBREATH, CHROME GFBOAUTCH01A 13. FLUSH VALVE - SLOAN, ECOS SENSOR FLUSHMETER, ECOS 11 1-1.28-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 . VALVE TRIM - MOAN, T4192BL, ALIGN MATTE BLACK TRANSFER VALVE TRIM (MEN'S1 WOMEN'S LOCKER ROOM - SHOWER FAUCET) 18, HANDSHOWER SUDEBAR - MOAN, 3671 EPBL, MATTE BLACK ECO (MEN'Sf WOMEN'S LOCKER ROOM) 19. SHOWER DRAIN - SIOUX CHIEF, 827 & 828 SERIES, 827-2B, BRASS MENSI WOMEN'S LOCKER ROOM) AS (_ I ao VANI_ 1/4" = 1.41 ru 'Z C. cc M of E= pt TOILET ACCESSORIES LEGEND & MOUNTING HEIGHTS REACH RANGE (RRI TO OPERATION RR: s 48"AFF WHERE < 20'COUNTER DEPTH RR:5 44"AFF WHERE 20�25" COUNTER DEPTH RR: 2444'AFF WHERE NO COUNTERTOP 4" MAX DEPTH r=I _74 FRIT REC REC SURFACE SURFACE TOILET REC REC PAPER PAPER MTD MTD PARTITION SANITARY SANITARY TOWEL TOWEL PAPER PAPER SANITARY NAPKIN NAPKIN DISP DISP & DISP TOWEL TOWEL NAPKIN DISPOSAL RECEPT DISP DISP DISPOSAL 1 _=T2 54"MIN� 42"MIN -41'TO OF GRAB 12 MAX. 36" MIN 1�4�'_MIN 12"MIN. 24�'MIIN.. 06%185 TOILET TISSUE SURFACE MTD HOLDER SOAPDISP BACK GRAB BAR WALL LENGTHS ARE 59 q TO� . b MOUNTING HEIGHTS ARE FLOORFINISH TO TOP OF GRAB BAR, 24' 30" TWO WALL GRAB BAR @ 36" ACC 36"X36" 42" SHR REP PLAN FOR LENGTH 18" VERT, REP TO INTERIOR ELEVATIONS WHEN SPACE IS NOT ACCESSIBLE pi > �g g 1. CUSTOM 0 3-WALL GRAB BAR FRAMED @ ACC 30�X60' 90, SURFACE MIRROR, SHR W/O SEAT GRAB ROBE HOOK 24'X36" FRAMED 3-WALL GRAB BAR BAR MIRROR, @ ACC 3WX48' SHR (?X?) FRAMED A— MIRRORWI SHELF, 24'X36- ��-4-18" MIN MIRRORED TOWEL BAR SEE SHR CURTAIN GLASS (GL-9) INTERIOR ROD SEE INTERIOR ELEVATIONS FOR ELEVATIONS LENGTH FOR MTG HT & SIZE 54" Z9 0 0, wz �O 0z 0 F L7 FOLDING SHR COAT RACK TOWEL & SURFACE MTD SEAT ROBE HOOK TOILET SEAT COVER DISP 8 6, M � TOE KNEE CLEARANCE CLEARANCE CLR FLR SPACE WHERE REQUIRED HIM 02 2022 Community Development SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206 ' 281�8700 sabey.corn P EG I S 1 F RE D ARCHI'H-Cl '�KARA M �ANDERSON SABEY HEADQUARTERS RENOVATIOINI 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 03118/20 Tenant Lighting Revisions 3 03/17120 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARKI DATE b �cmpmN PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawngs and wdtten material appearing herein constitute the original and unpublished =rk of the Sabey Corporation and the same may not be duplicated, used or disclosed without the witten consent of the Sabey Corporation. ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS L2 WVOMENlS' LOCKER RM_ = 1�� FINISH FLOOR 1 2 3 4 5 6 7 8 9 10 -a C B A TYP.�� 14 �4) Ll 7IA43-02 C6�J,l 9 9 �06 T__ v M RESTROOM cc 15) W RESTROOM 2=22 F 223 J_2�-_q -E] -4-2) 10) LEVEL 02 ENLARGED PLAN - RESTROOMS 114" = 1 '-0" i 77 M, -J,'A 1 11,01-- f_PT__1 --I T4 I T4 j =&4 0 0 rq-� LEVEL 02 FINISH PLAN - RESTROOMS �,�1/4' = �VO' WC SINK SECTION DETAIL 11/2" = 1 1-01, T-4 PROVIDE SS-1 (D___ - F-<1 3� L2 MENS RESTROOM 1/4'=V-10" rc� L2 WOMENS RESTROOM L2 WOMENS RESTROOM 2 1P-7M 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 $HALL BE 12"MIN EXCEPT FOR SHOWER CONTROLS, SHOWER FITTINGS AND OTHER GRAB BARS. THESE SHALL BE 1-112'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. RESTROOMS NOTES BY NUMBER DEMOL SH ALL EXISTING FLOOR TILES AND APPLY NEW FLOOR'i'ILE 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. \ �A\ NOT USED. DEMOLISH EXISTING COUNTER, SINK, AND FAUCETS. INSTALL NEW COUNTER NSTALL NEW SINKS NSTALL NEW FAUCETS & SOUP DISPENSER NEW PARTITIONS TO MATCH EXISTING SIZE AND LOCATION, DEMOLISH EXISTING. NEWADA URINALS, DEMOLISH EXISTING. NEWADATOILETS, DEMOLISH EXISTING. \O/ NEWVERTICALADA 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. (13) 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 (�7) INSTALL NEW WALL MOUNTED SCONCE PAINT DOORS AND FRAMES PT-1 TOILET ACCESSORIES LEGEND & MOUNTING HEIGHTS REACH RANGE (RR) TO OPERATION RR: 5 48'AFF WHERE � 20'COUNTER DEPTH RR: 5 44" AFF WHERE 20"-25"COUNTER DEPTH RR: 24"-44"AFF WHERE NO COUNTERTOP 4"MAX L DEPTH T7 FRPT REC REC SURFACE SURFACE TOILET REC REC PAPER PAPER MTD MTD PARTITION SANITARY SANITARY TOWEL TOWEL PAPER PAPER SANITARY NAPKIN NAPKIN DISP DISP & DISP TOWEL TOWEL NAPKIN DISPOSAL RECEPT DISP DISP DISPOSAL 54"MIN. 39-41-TO OF GRAB t42'MIK 12" MAY i=�. 'M� 36"MIN. �12"Mll 24"MIN_ 2 4"MI 42MAX z TOILET TISSUE SURFACE MTD HOLDER SOAP DISP GRABBAR BACK LENGTHS ARE WALL K\ (j TOq MOUNTING HEIGHTS ARE FLOORFINISH TOTOPOF GRAB BAR, \\ 0 UNO, 24" 3v TWO WALL GRA BAR @ 36, ACCB36"X36' 42" SHR REF PLAN FOR LENGTH 18"VERT, REF TO INTERIOR ELEVATIONS WHEN SPACE IS NOT ACCESSIBLE K to z 2 z V 4" - - W � 10, CL 7 7 0 z CUSTOM 3-WALL GRAB BAR FRAMED @ ACC 30'X(30� 90, SURFACE MTD MIRROR, SHR W/O SEAT GRAB ROBE HOOK 24"X36" FRAMED 3-WALL GRAB BAR BAR MIRROR, @ ACC 30748" SHR A� (?X?) FRAMED MIRRORWI SHELF, 24"X36" MIRRORED GLASS (GL-9) SEE INTERIOR ELEVATIONS FOR MTG HT & SIZE V - 6" z E, z 0 0 z z 0 FOLDING SHR COAT RACK TOWEL & SURFACE MTD SEAT ROBE HOOK TOILET SEAT tL COVER DISP -0 < 6"MAXI, < !R k T E. Im i 0 TOE KNEE CLEARANCE CLEARANCE CUR FUR SPACE WHERE REQUIRED RECNWEE-D J MAY 02 2022 Community Development TOWELBARSEE SHR CURTAIN INTERIOR ROD ELEVATIONS FOR LENGTH SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206,281.8700 sabey.com PECISTERED ARCHITE'CT KARA M. AAIDERSDN �ITIIII L STATE OF W�ESHIE SECO11"i FLOOR RESTROOM RE1541OVATION INTERGATE.VVEST BUILDING B 12201 TUKWILA INTL BLVD, LEVEL 2 TUKWILA, WA 98168 7 02/25122 Tenant Revisions 6 02/07122 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17120 Tenant Revisions 2 02/28120 Casework Revisions 1 02106/20 Tenant Revisions MNRRT -DATE _T D—E—SCRIPTION PROGRESS DATE: 02/26122 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work ofthe Sabey Corporation aAd.the same nn�ot be duohc� � used or daclosed ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS 1 2 3 4 5 6 7 8 9 10 F D C Ifl L 1/4" = 1 '-0" 1 1109a OPEN AREA ELEVATION LIBRARY BOOKSHELF 1/4'-=1--0" 1 1/4P = V-11' HELVES CHARISMA .-HCH.C.— OPEN TO BEYOND I -I HTBOX A 72"XIMP I It.1-- 0 Otto ' -7 STORAGE -SOUTH I j . , '. 114 = I -u I sm BROADCAST ROOM 1/4"=1'-0" 1 370" //—C—HuRG PANELS - - ------------ I - --- ---- C= ----------- ----i --------- -------------- VI-11) MARKETING PRESENTATION WALL 1/4" = 11-01, PT-1 Y LEVEL 02 OFFICE COPY PRINT - NORTH LEVEL 02 OFFICE COPY PRINT - SOUTH g-n'� MARKETING CONIF ROOM 1/4" = V-10" 1 1/4" = V-10" 1/4"= V-10" TESTRIT VISUAtUGHTEI0 /77- XCI E Q.. T- G" P. EQ. El EQ. S� z-1-L /—WAL GRAPHICS-/ 1-11LIGRAPHIII-/ WN-LGRAPHICS za: 01, TYR LEVEL 02 - SDC HALLWAY 1/4" = V-0" -7--TE 26W 24 D, 3TH BROADCAST RM 1/4"=V-0" 1 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) EQUIPMENTTAG 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 PROVIDE 1/2" MDF AS VENEER SUBSTRATE WITH SCHLUTER-INDEC AT TOP AND CORNERS. PROVIDE VENTING FOR AN EQUIPMENT F T SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206 * 281.8700 sabey.corn RFGISIERED A�C H �� E C T AgRA M AND��RSON 'STATE 11 WASHT4GION SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 02 21322 Gommiunity Development 7 04/27122 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revision 4 03118/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions MARK I dA-T-E--FCESCkj—PTlON PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All "rawngs end written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the a.m. may Pat be duplicated, used or dis.1 ... d without the written consent of the Sabey Corporation. INTERIOR ELEVATIONS 1 2 3 4 5 6 7 a 9 10 F E D (�A ) LEVEL 02 LOBBY 114"=V-0" 1 C B A 1 5.1 WAITING AREA 114- = V-0" 12'- 11" 1 T - 0" ,47 T-6' T- I-j -1 IF CP= (��NO-RTH �ELEVATIQN. FITNESS ROOM 1/4" = 1141 INTERIOR ELEVATIONS NOTES BY NUMBER REPEAT AND ROTATE PATTERN QUARTER TURN RECE1141ED 111"Ay 00, '(0122 'Commiunitv Development SABEY Architecture 12201 Tukwila Int'Blvd - 4th Floor Seattle, WA 98168 206 ' 281.8700 sabey.com PECI S-, -RED , �T--CT 6 N — I LARC H ARA M ANDERSON lt� STAT I W�SINGTOH SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATEMEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 7 04127/22 Tenant Revision 6 02/07122 Tenant Revisions 5 10104121 Tenant Revisions 4 03118/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28120 Casework Revisions 1 02/06120 Tenant Revisions MARK 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 F E D C B A BACKSPLASH - SEE ELEVATION FOR MATERIAL 25UNO SIDESPLASH BEYOND, TYPICAL FULL EXTENSION GLIDES z WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FIXED SHELF FOR UPPER STORAGE FREE) 0 — ----- - PLASTIC LAMINATE CLAD PULL-OUT TRASH DRAWER BACK PANEL WITH SOFT CLOSE L MECHANISM BAR FOR COATS PLASTIC LAMINATE BASE ixr SCRIBED TO FLOOR FINISHED FLOOR KITCHEN TRASH 11/2" = V-0" I PLASTIC LAMINATE CLAD DOOR MOUNTING RAIL WOOD BLOCKING FULL HEIGHT STORAGE 1 1/2"= V-13" I 1ACKSPLASH - SEE ELEV u"U 21" UNC, FOR MATERIAL F__20 SIDESPLASH BEYOND, TYPICAL SINK WHITE MELAMINE TYPICAL F AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) T— WQ' INSULATE PIPES Lu Lu ENSURE KNEE CLEARANCE COMPLIES WITH ACCESSIBILITY REQUIREMENTS AT SINK, ATTACH RLAM CABINET BASE TO DOOR & ENSURE SWING CLEARS FLOORING FINISHED FLOORING BASE AT SINK 11/2' = V-1)" I 25" BOXDRAWER WER BOX DRA BOX DRAWER 2 IIII I I BOXDRAWER ,ASE FOUR. 1/2" = 1 --0- 1 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 FINISHED FLOOR 0 LD HARDWARE NOTE: ALL KITCHEN CABINET HARDWARE TO BE: HAFELE, STUDIO COLLECTION, COLOR: BLACK MATT, ITEM NO. 110.34306 �KSPLASH - SEE -VATION FOR MATERIAL ESPLASH BEYOND, �ICAL ITE MELAMINE TYPICAL INTERIOR SURFACES lEA-FORMAUDEHYDE HE) ADJUSTABLE SHELF SHELF CLIPS, TYPICAL kSTIC LAMINATE CLAD ORIDRAWERS kSTIC LAMINATE BASE RIBED TO FLOOR ISHED FLOOR 5 a M KSPLASH - SEE VATION FOR MATERIAL ESPLASH BEYOND, 'ICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES 0 a (UREA -FORMALDEHYDE BOX DRAWER FREE) 0 -- — ------ - - PLASTIC LAMINATE CLAD DRAWERS BOX DRAWER PLASTIC LAMINATE BASE SCRIBEDTOFLOOR [Vt" r FINISHED FLOOR THREE DRAWERS ,BASE 1 1/2" = V-0" I 2,122 Community DevelopMent SABEY Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com REGISTL-9'D AR C H I I FC -1 KA; M . ANDERSON �11 TE C WAS�NGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7 04/27122 Tenant Revision 6 02/07122 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02128/20 Casework Revisions 1 02106/20 Tenant Revisions -MR—K F--bkfff--T— DESCRIPTION PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: ---------- -- All dravAngs and written material appearing herein constitute the onginal and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed VAthout the written consent of the Sabey Corporation. 1 2 3 4 5 6 7 8 9 10 F E D C IS A REFER TO ELEVATIONS FOR COUNTERTOP MATERIAL MITERED CORNER FOR SOLID SURFACE COUNTEROPS FINISH END PANEL OPEN KNEE SPACE N= REFER TO FINISH PLANS FOR COUNTERTOP MATERIAL FINISH END PANEL 1 1/2'r = 1 '-0-- 1 FACE OF CABINET 'Z— PLASTIC LAMINATE FACE OF CABINET CLAD CORNER DRAWER/ FILLER DOOR PULL CABINET END PANEL 01,0A INSIDE COR1,ER aw, 11/2"=V-0" CABINET FACE OF CABINET DOOR ;o 3/4" WIDE MIN WATERPROOF 'T MDF SCHEDULED BASE TOE KICK 11/2"=V-0- SOLID SURFACE VARIES EDGE ON 2 LAYERS OF 3W SUBSTRATE 1/16" EASED EDGE -0'- 0 3/ PLASTIC LAMINATE FINISH AT KNEE SPACE FACE OF CABINET CONDITIONS a= REFER TO FINISH PLANS FOR COUNTERTOP MATERIAL SOLID SURFACE 4 11/2" = V-0" (A)� PLASTIC LAMINATE EDGE ON 2 LAYERS OF 3[4'SUBSTRATE VARIES VARIES > > 1/2" PLASTIC LAMINATE FINISH A FACE OF CABINET AT KNEE SPACE CONDITIONS NOM REFER TO FINISH PLANS FOR COUNTERTOP MATERIAL (-�)�ASTIC LAMINATE 11/2" = V-1)" BREAKOUT CASEWORK SECTI 1 1/2"= 1 141 iEADER RETU 'RUCTURE (P] WRAPS OPEN OR WC AT BA L 3HELVES I OR WC-1 AT EL -WORK OF ENCLOSIP :WORK WALL �WRAPS OPEI DES CLAD =WORK )D BASE BREAKOUT CASEWORK SECTION - 2 T?O�R��AGE �AND �SHEL�FSE�CIION 11/2" = V-0` 1 1/2'= V-0" E' �:O — Id VIE—M D MAY 02 2022 Comanunity Development M SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corn RMSHRED ARC HjTFC F KA, M. AND�RSON ST �T V W-1111T.N 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 02107/22 Tenant Revisions 5 10104/21 Tenant Revisions 4 03118/20 Tenant Lighting Revisions 3 03117/20 Tenant Revisions 2 02128/20 Casework Revisions 1 02106/20 Tenant Revisions 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. ARCHITECTURAL WOODWORK DETAILS 01M. I 2 3 4 6 6 7 8 9 10 F E FbM C B A (SCHEMATIC) STRUCTURE (2) 12 GAGE WIRES AT 4A` OC MAX ALONG PARTITION ALL 'RE\ S TN: TED � TIM PARTITION ATT AT EACH CLIPAT4'-U'O( ATTACHMENT ACOUSTICAL CEILING FOAM TAPE TO PLUG GAPS AT SUSPENSION W%d—K, 20 -GAGE MINIMUM, PAINT FLAT BLACK (SCHEMATIC) STRUCTURE GPTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES (D -PARTITION ORIENTED PARALLEL TO CEILING TEES PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM (WITH TEGULAR-EDGED TILES) Y = V-0" I METAL STUDS (PER ]CC ES REPORT ESR-3064P), MAXIMUM HEIGHT 29-0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE < PLUS APPLIED FINISHES) E < g� < 0 F= 0 FASTENERS' AT PLYWOOD FLOOR (MINIMUM 3/4' CDX): PROVIDE (2) NO 8 X l' WOOD SCREWS AT 24�'MAXIMUINI OC STAGGERED FOR I LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMIM GO STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE C, AT CIP CONCRETE AND POST -TENSIONED CONCRETEFLOOR: PROMDE HILT[ X-U 0.157" DIAMETER POWDER -ACTUATED FASTENERS, EMBED 3/4" 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 S_ 3" = 1 1-01, EQ EQ (L EQ I EQ ATTACHMENT OF SPLAY WIRES TO STRUCTURE AT STEEL STRUCTURE: BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: EMBED THRICE -LOOPED WIRE EMBEDDED INTO CONCRETE (W MINIMUM EMBEDDED LENGTH). OR CEILING MANUFACTURERS CLIP, FASTENED TO CONCRETE WITH POWDER -ACTUATED FASTENERS. AT PRECAST OR POST -TENSIONED CONCRETE: CEILING MANUFACTURERS CLIP, FASTENED TO CONCRETE NTH (2) 5116 TARCON SCREWS EMBEDDED 2" PER ESR-2202. AT OPEN WEB JOISTS OR TRUSSES: WIRE LOOPED AROUND BOTTOM CHORD. AT WOOD JOISTS (Z'NOMINAL MINIMUM WIDTH): 11,VDIAMETER X YLONG CLOSED -EYE SCREWS WITH V MINIMUM PENETRATION. OR (3) STAPLES MINIMUM ONTO LOOPED WIRE INTO SIDE OF JOIST. NOTE: JON 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 SW SHORT TO ALLOW 314"DEFLECTIO 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 INSTALLATIO OF TRACK OR STRAPS AT PARTITIONS NTH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD Z'SHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT JOINT NEEDED TO ACHIEVE 314'DEFLECTION ---------- ACOUSTICAL I/ — — — SEISMIC DESIGN CATEGO A AND B CASING BEAD WHERE EXPOSED TO SEALANTAND VIEW, TYPICAL BOND BREAKER STEEL -ONLY DECK: TAPE NO 8 SCREWS AT 16" OC 4" WIDE PLATE (20 GAGE CASING BEAD, TYP OR MINIMUM) AT 48'MAXIMUM OG WHERE NECESSARY STEEL AND CONCRETE DECK: HILT] X-U 0.157" DIAMETER FOR POWDER -ACTUATED FASTENERS AT PARTITION ATTACHMENT 24"OC, EMBED 3/4" PER ESR-2269 FASTEN TRACK TO PLATE WITH SEISMIC DESIGN CATEGORY C, D, E, AND (3) NO 8 SCREWS AT 48" MAXIMUM F: OC STEEL-ONLYDECK: FASTEN PLATE TO STEEL -ONLY DECK NO I D SCREWS AT 12" OC WITH (2) NO 8 SCREWS EACH END OF OR PLATE STEEL AND CONCRETE DECK: OR HILTI X-U 0. 157" DIAMETER TO STEEL AND CONCRETE DECK WITH POWDER -ACTUATED FASTENERS AJ/ (2) HILTI X-U 0.157" DIAMETER 18"OC, EMBED 314' PER ESR-2269 POWDER -ACTUATED FASTENERS, EMBED 314!', MIN 4" SPACING PER ESR-2269 ACOUSTICAL NON -ACOUSTICAL ------ PARTITION, - TYP PARTMON, TYP � 0 PARTITION PERPENDICULAR TO FLUTES (D PARTITION BETWEEN PARALLEL FLUTES 0 A INTERSECTION OF NON-FRATED 1 3' = 11.W IF FIREPROOFING IS REQUIRED FOR FLOOR ASSEMBLY RATING, PLACE ANCHORS FIRST OR REMOVE & PATCH FIREPROOFING AS REQUIRED STRUCTURAL CONCRETE MIN 250 LB SLAB MIN 90 LS ALLOWABLE LOAD LO ALLOWABLE AD f 25' 12 GA, x 314"W STL N BOLT CEILING CLIP 0.157"DIA POWER ACTUATED FASTENER MIN 3/8'X 2 EXPANSO 1 112'X 11/2'12 GA. 12 GA. HANGER WIRE - CEILING CLIP BRACING WIRE: 12 GA. T�E TO CLIP W1 3 SPLAYED BRACE T GHT TURNS WITHIN WIRE - TIE TO STRAP 3� W/ 3 TIGHT TURNS REFERENCES WITHIN3" ASTM E 580 5.2.7 & 5.2.8.3 WIRE HANGER AT CONCRETE SLAB 3" = 1 1-01, V REFERENCE ASTM E 580 5.2.8 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 79SEC. 13.5.622 GROSS RUNNER TILE WITH LIGHT AND SPRINKLER HEAD �LATERAL �IFORCE BRACING - DIRECT 1 _ 1�� 0�11AL 3" = 1 14� 3" =I �4' 4. STRUT CONNECTION TO TIMBER 3. STRUT CONNECTION TO STRUCTURAL STEEL 2. STRUT CONNECTION TO CONCRETE OVER METAL DECK v + 1/4"DIA. LAG SCREW 2A 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 CUTFLANGESAND BEND #10 SMS EACH SIDE AT LAP (2) 3/8" EXPANSION ANCHOR 2-114'LONG FOR NOMINAL 2" EMBEDMENT. LOADS (EA) IN NORMAL WEIGHT CONCRETE fc 3000 psi: TENSION 961LB, SHEAR 1020LB MIN 20 GA STEEL DECK L 1-1/2 x 1-1/2 X 12 GA OR 162TI25-16 (2) #10 &M�S 1. STRUT CONNECTION TO CONCRETE SL - AS 3/8' EXPANSION ANCHOR 2-114' LONG. MIN LOADS: TENSION 604LB SHEAR 747LB CUT FLANGES AND BEND COMPRESSION STRUT BY 40DS137-33 (20 GA) STUD TO 8FT #10 SMS EACH SIDE AT LAP OPTIONAL COMPRESSION STRUT 1 1W 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", 01 0 Y 2" AX. MIN. M� FMIN. WIRE HANGERS TIE TO RUNNERS 1 Ij WITH (3)TIGHT TURNS WITHIN 3% COPE FLANGE OR FATTEN TO ALLOW INSTALLATION OF ACOUSTICAL TILE (2) 1/4' DIA. MACHINE BOLT, TYR CEILING TILE r R E IC, 1-:`1 VE D REFERENCE ASTM E 580 5 2.7 MI AY 0 2 2 022 Community COMPRESSION STRUT AT RUNNER Development 3" = 1 1-01, SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206 * 281�8700 sabey.com ,lq4 PEGISTFRED ARC !-I I TF C T KAPA V. ANDFRSON STAT� 0� SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA IN71L 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 03118/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28120 Casework Revisions 1 02106120 Tenant Revisions MA—RK] DESCRIPTION PROGRESS DATE: 04127/22 DRAWN BY: AK CHECKEDBY: TS APPROVEDBY: 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 wthout the written consent of the Sabey Corporation. TYPICAL SUSPENDED CEILING DETAILS it 1 2 3 4 5 6 7 8 9 10 F E M C B A CONTINUOUS PERIMETER MOLDING FOR SEISMIC ZONE CATEGORIES D, E, F; DETAIL ILLUSTRATES PROPRIETARY ATTACHMENT INSTALL ATTACHED OR 0 0 UNATTACHED PARALLEL TO MAIN WALL SIDES OF APC SIMILAR ATTACHMENT SEE tP 20 GA STUD BRACE TO STRUCTURE EVERY4�-O'O.C. ATTACH TO STRUCTURE ABOVE PER A21— STUD GYPSUM WALLBOARD 2'X 2"LIGHT GAGE FRAMINGANGLE GYP BD -I SEE RCP SUSPENDED CEILING TRANSITION 3" = 11-01, DRYWALL SOFFIT ACOUSITICAL CEILING ACT TO GYP CEILING Y = 1 '-0" DRYWALL SOFFIT ACTCEILING ACT TO GYP SOFFIT 3" = 1--0" CEILING EDGE MOLDING SCREW ATTACH TO ONE SIDE ONLY WIRE HANGER CEILING METAL SUSPENSION SYSTEM CEILING EDGE MOLDING REFERENCE ASTM E 580 529 MAIN RUNNER 12 GA, PRIMARY HANGERWIRE @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 0 SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) REFERENCE ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LBIFT ASTM E 580 5.3.3 UPP HANGER-@ -5— 2X2 ONE SIDE/MAIN RUNNER 314" = 1 141 REFERENCE ASTM E 580 528.5 ACOUSTIC 1"MIN. PANEL --------------- ---------------- OVERSIZE RING, SLEEVE OR ADAPTER TO ALLOW A MINIMUM OF I" OF FREE MOVEMENT ALL AROUND SPRINKLER HEAD SEISMIC JOINT DIRECT HUNG ry� SPRINKLER HEAD Y = 11-01, STABILIZATION SHALL OCCUR WITHIN 24" MAX OF EACH WALL MAIN RUNNER A PROPRIETARY SEISMIC CROSSRUNNER CLIP SYSTEM ATTACH THROUGH SLOT 9 - 8" MAX. WIRE HANGER =12 GA. PRIMARY HANGER WIRE —SEE NOTE NO. I BELOW @ 4'-G� O.C. IN BOTH DIRECTIONS MAIN OR CROSS RUNNER ---- LIGHT FIXTURE, HVAC DEVICE, 19112 6' ACCESS PANEL, WHERE OCCURS 0 — 5 12 GA. SLACK WIRE AT OPPOSITE 0 o ACOUSTICAL PANEL CORNERS OF LIGHT FIXTURE, HVAC — ----------- DEVICE, ACCESS PANEL FROM > CLAMPING DEVICE TO STRUCTURE -0211 1 1256" CEILING EDGE MOLDING 0 MAIN RUNNER HANGER WIRE 0 SUPPLEMENTAL HANGER WIRE FACE OF FINISH A SAFETY WIRE (SLACK) REFERENCE ASTM E 580 5,13 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LBIFT ASTM E 580 5.3.3 SUPP HANGER 2X4 PERP TO MAIN RUNNER 3/4" = 1141 EDGETO t - 8"MAX HANGER WIRE- SUPPORT EACH MAIN OR CROSS RUNNER INDEPENDENTLY MAIN OR CROSS RUNNER NES - SEE RCP ADJACENTCEILING OR SOFFIT CONDITION EXTRUDEDALUMINUM CLOUD PERIMETER TRIM MAIN OR CROSS RUNNER REFERENCES �\� ACOUSTICAL PANEL ASTM E 580 526 ILING WITH FREE END--- 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 [CC -ES REPORT 1308 PERI T' = 1 1-01, V WIRE HANGER SEISMIC STABILIZER BAR OR MECHANICALLY CONNECTED -----O'-8'MAX, CROSS RUNNER SEE NOTE NO. 1 BELOW MAIN OR CROSS RUNNER .0314"MIN. ACOUSTICAL PANEL 0 0 6 o 2" MIN "-' CEILING EDGE MOLDING — ---- -------- FACE OF FINISH 1, OR W/ IN 1/4 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT RED WHEN LENGTH OF END RUNNER IS 8'OF LESS REFERENCES ASTM E 580 5.2.5 FIGURE 6 & 526 --- — ---------- 4' 0" T- 1163164' L—j� I C I 4- L A C 1 V D C H 1 C H F S kIN RUNNER IOSS RUNNER GA. PRIMARY HANGER WIRE AT O"O.C. IN BOTH DIRECTIONS 3HT FIXTURE, HVAC DEVICE, ;CESS PANEL, WHERE 'CURS GA, SUPPLEMENTAL HANGER RE AT LIGHT FIXTURE, HVAC :VICE, ACCESS PANEL AT )RNERS UNSUPPORTED BY MAIN iNGER GA. SLACKWIREAT OPPOSITE )RNERS OF LIGHT FIXTURE, (AC DEVICE, ACCESS PANEL �OM CLAMPING DEVICE TO 'RUCTURE 0 MAIN RUNNER HANGER WIRE 0 SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) REFERENCE ASTIM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS , 16LBIFT ASTM E 580 5.3.3 VUPP HANGER @-ZX4 / TO MAIN RUNNER 314" = 11.01, REFERENCE ASTM E 580 5.13 kIN RUNNER IOSS RUNNER GA. PRIMARY HANGER WIRE AT Y O�C. IN BOTH DIRECTIONS -HT FIXTURE, HVAG DEVICE, �CESS PANEL, WHERE ;CURS GA. SUPPLEMENTAL HANGER WIRE 3HT FIXTURE, HVAC DEVICE, ACCESS ,NEL 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 kIN RUNNER HANGER WIRE IPPLEMENTAL HANGER WIRE .FETY WIRE (SLACK) FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LBIFT U'8-) SUPP HANGER ODD SIZE ANY LOCATION 3/4" = V-0" RE CE = 51V 7- D MAY 02 2022 Community Development SABEY Architecture 12201 TukMIa Int Blvd - 4th Floor Seattle, WA 98168 206 281.8700 sabey.com �REGISTERED A R C H I �]-E C T KA, M. A,\iDERSON S� fE SABEY HEADQUARTERS RENOVATIOINMI SEC01"I 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 02/28120 Casework Revisions 1 0 MAW] DATE DES-C—RIPTION 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 (1) 6 W, 71� 'Ili 3" = 1141 2 3 4 5 6 7 8 9 10 F:N C A 3" V-0 TYPI 3" 11-0.1 w z o P= b� < GLASS STOREFRONT PANELS BY OTHERS POLYCARBONATE TRIM, GLASS TO GLASS JUNCTION ALUMINUM FRAMED GLASS STOREFRONT BY OTHERS ANODIZED BLACK FINISH SCHEDULED FLOOR FINISH ALUMINUM FRAMED GLASS STOREFRONT RB-1 BEYOND CORRIDOR BY OTHERS .77-.7. 777 s� OFFICE INTERIOR Y 6Y16"MAX __/_ PARTITION PER PLAN ' RB-1 �YOND AS CEILING PER PLAN TYPICAL HEAD 3" ILI 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 WO 5/8" GYP SO, I LAYER EA SIDE STEELSTUD ---- SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS ------- V71 &14310 At A2_ 0 A3 Q A4_ 0 t5 A5 A6_ �3 A7 A8- 1-HR RATED WITH GYP DO TO STRUCTURE ABOVE (A_20�- 46 (A-30)- 40 47 40 (�6_0� 47 (A70 4q (AS 48 NON -RATED WITH GYP BD TO STRUCTURE ABOVE (-At 1 39 (A21')- 46 (-A31)-- 40 (_A41 - 47 (-A51)-- 40 (-A6l)-- 47 (A71,�- 40, (A81-)- 48 NON-RATED WITH GYP BD TO 6"ABOVE CEILING CA1-2)- CA22-)- (A-32),- (A4-2)- (A52)- CA62 CA72�- (A 82)- NON -RATED WITH STUDS & GYP BD TO FINISHED CEILING CA13)- CA2-3)- CA3-3)- (X43)- (A 5-3)- _A6 3) (R73)- A83 PARTIAL HEIGHT PARTITION. SEE FLOOR PLANS FOR HEIGHTS, (�A2�4 I (:�� I (�� I (A7-4)- STUD SIZE 2 1/2" 13/4" 2 1/2" 3 5/8" 3 5/8' 4" 4' 6. 6.. BASIC PARTITION THICKNESS 3 3 3/4" 4 718" 4 7/8" 5 1/4' 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 U 465 UL DES U465 UL DES U465 UL DES U465 5/8" GYP BD-2 LAYERS SO, EACH SIDE WITH OVERLAPPING JOINTS. SEAL OUTER LAYERS WI ACOUSTICAL CAULK. STEEL STUDS STAGGER SOUND ATTENUATION B WHERE SCHEDULED 6' STEEL STUD TRACK NOTE: USE PUTTY PADS ON ALL 13OXES AND OUTLETS IN WALL SYSTEM BI B2 133i u , w B4 0 B5 0 I w B6 0 B7 �2 w B8� L) - I-HR RATED WITH GYP BD TO STRUCTURE ABOVE ->< (B20)- 61 (133_0� 42 (B40 53 (135_0�- 42 CB60�- 53 (1-370 4' (-880 54 NON -RATED WITH GYP BD TO STRUCTURE ABOVE (B 1-1 �- 41 CB21-)- 51 42 CB41'>- 53 CB51->- 42 (_1361)- 53 44, (_B81)- 54 NON -RATED WITH GYP SO TO 6" ABOVE CEILING (131�)- (822)- (882�- (B5-2)- (B62 87i 882 NON -RATED WITH STUDS & GYP SO TO FINISHED CEILING (BI3>- I (B2-3)- (B33)- I l(-B43 -1 (BT3)-- I (B6_3)--I I(B73)-1 PARTIAL HEIGHT PARTITION. SEE FLOOR PLANS FOR HEIGHTS. (�� 1 I C874)-i STUD SIZE 2 1/2' 2 1/2" 3 5/8" 3 5/8" 4" 4- 6" 6" BASIC PARTITION THICKNESS 4 3/8" 43/8" 5 112" 5 1/2" 5 7/8" 5 7/8' 8 1127 8 1/2" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) UL DES U494 ULDES U465 UL DES U465 ______U465 ULDES UL DES U465 UL DES U465 ULDES U465 50 GYP BID, 2 LAYERS WITH OVERLAPPING JOINTS. SEAL OUTER LAYERS WITH ACOUSTICAL CAULK, EXISTING STEEL STUD NEW SOUND ATTENUAI BLANKET IN EXISTING F1 REMOVE EXISTING GYP FROM EXISTING WALL NEWSTEELSTUD FRAMING 1"FROM EXISTINGWALL ENUATION SOUND ATT BLANKET IN NEW FRAMING NOTE: USE PUTTY PADS ON ALL BOXES AND OUTLETS IN WALL SYSTEM Of C2 C�_ w `0 C!5- iz C6 C7 C8_ 2-HR RATED WITH GYP BD C 0 4 9 C20 @§)_ 65 C30 48 C40 57 C50 48 C60 '57 C70 50 C86 58 TO STRUCTURE ABOVE I NON -RATED WITH GYP BD C I 149 -2 (G-1 �- 55 (C3-1 48 C-4-1 57 48 (C61 67 (071 50 <�� 1 58 TO STRUCTURE ABOVE STUD SIZE 2 1/2" 2 1/2' 3 6/a" 3 5/8" 4" 4" 6" 6" BASIC PARTITION THICKNESS 5" 5" 6 1/8" 6 1/8' 6 1/2" 6 1/2" 8 1/2" - 8 1/2' ACOUSTICAL INSULATION - YES - YES - YES YES FIRE TEST NUMBER (WHERE APPLICABLE) ULDES U411 ULDES UL DES UL DES UL DES ULDES UL DES UL DES U411 U411 U411 U411 U411 U411 U411 5/8" GYP SO, I LAYER ON SYMBOL SIDE STEELSTUD SOUND ATTENUATION BLANKET WHERE SCHEDULED METAL FLAT STRAP BASIC PARTITION THICKNESS LATERAL BRACING AS REQUIRED D1 -,I D2_ D3 D4 D5 D6_ D7 DL D9- NON-RATED WITH GYP BD TO STRUCTURE ABOVE (0-1 27 (_D21)-- 29 (-D3l)- 27 (D-41 30 (D51->- 27 (-D6-1)-- 30 (67?)�- 27 (IDBJ_�- 31 (-D9-1)- 26 NON-RATED WITH GYP BD TO 6"ABOVE CEILING (DI2)- (D22)- (D3-2)- (D_42�- CD52)- CD62)- CD7-2)- CD82)- NON -RATED WITH STUDS & GYP SO TO FINISHED CEILING (DI3)- (033 - — CD43)- (D53-)- (q6-3)- (673)�- — rD83)-- — STUD SIZE 2 11Z' 2 1/2' 3 5/8' 3 5/8' 4- 4' 6. 6" 11/2' BASIC PARTITION THICKNESS 3 1/8" 3 1/8' 4 114" 4 11T 4 518" 4 5/8' 650 6 5/8' 2 1/8' ION YES YES YES YES YES 1. REFER TO FLOOR PLAN SERIESA11 FOR LOCATION OF PARTITION TYPES. ALL PARTITIONS ARE TYPE "A61" UNLESS NOTED OTHERWISE. NOTALL PARTITION TYPES SHOWN ARE USED. PARTITION TYPE TAG (AS SHOWN ON PLANS IN Al 1 SERIES) 2� REFER TO A13 SERIES FOR FINAL FINISHES ON PARTITIONS, PARTITION TYPES IN CHARTS REFER TO BASE WALL ASSEMBLY ONLY. 3. WHEN BLOCKING REQUIRED IN A PARTITION, USE A MINIMUM.03T (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. STOPSTUDS 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. T REFER TO A62 SERIES FOR NOTES REGARDING STUDS AT OPENINGS. FIRE RATED PARTITIONS 1 . REFER TO G02 SERIES 'CODE COMPLIANCE DETAILTFOR 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 ACCUSTICAL(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#. 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. REFERTO 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 114"- 1/2". K" Nmw RECOVED MAY 02 2022 colrmnun�y DeveloPmell SjOlaBEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com REGISiERED ARCHITECT KA M. ANDERSON ST TE 0 ��SHNGTCN SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 7 04/27/22 Tenant Revision 6 02/07122 Tenant Revisions 5 10/04121 Tenant Revisions 4 03/18120 Tenant Lighting Revisions 3 03117/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06120 Tenant Revisions PROGRESS DATE: 04/27122 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Air aramngs 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 vAthout the written consent of the Sabey Corporation. INTERIOR PARTITION TYPE CHARTS �AA 1111-4 2 3 4 5 6 7 8 9 10 F E D C B A 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 Lj d TYPICAL WALL CONSTRUCTION ,n , WINDOW SILL AND HEAD 3/4" = 1 1.01, FOLDED 20 GUAGE S1 PAINT TO MATCH MILL 50 GYP BD, 1 LAYER SOUND ATTENUATION WHERE SCHEDULED BASIC —ITION THIC NEW WALL / WINDOW MILLI T= 11-T DEMOLISH RECESSED STRIP FLUORESCENT LIGHT W1 "EGG CRATE" DIFFUSER II,-- EXISTING FRAMING TO BE REMOVED L-- --j 1�5 r —r- i- -T —r-,r -r —r-r -T=,L7 -ji 'EXISTING CEILING TO REMAIN EXISTING FRAMING TO REMAIN, CUT AT THE NEW CEILING LEVEL EXISTING FRAMING AND FINISH TO BE REMOVED ,I I llu VVlNUUVV W", I t:M X (WIDTH OF MULLION) BLACK FOAM E COMPRESSED TO MULLION BY STUD E: DO NOT SCREW INTO MULLION OR, AL CORNER BEAD, JOINT COMPOUND AK METAL PAINTED TO MATCH MULLION NEW SEEM 2 LED PERIMETER LIGHT FIXTURE - 2.5" REGRESS (FL2) NEW FRAMING C1-,I NEW CEILING PER PLAN TO MATCH EXISTING k EXISTING CEILING PER PLAN 7/8" 2 5/00" V-2 1/2" < EXISTING WALL PER PLAN SOFFIT IN RESTROOMS 1" = V-0` R E E Ii V Em D 1,11AY 02 2022 Community �)VAOD$Ull Development SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com ................. 61 4 KGI S! ERED LARCHITECT M. SIJE �� 11SHINIT011 SABEY HEADQUARTERS REID-MIOVATION SECOIKAID FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT1 BLVD, SUITE 201 TUKWILA, WA 98168 7 04127/22 Tenant Revision 6 02/07/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03/18/20 Tenant Lighting Revisions 3 03/17120 Tenant Revisions 2 02/28120 Casework Revisions 1 02/06/20 Tenant Revisions -MARK —DAfE-F—DESCRIPTION PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: An arawngs III written material appearing herein constitute the original and , published milk of the Sabey Corporation and 11. etim, lay rot be duplicated, used or disclose with.ut the mitten consent of the Sabey Corporation. 2 3 4 5 6 7 9 10 NON-STRUCTURAL METAL MINERAL FIBER PACKING FRAMING EAD DEFLECTION ASSEMBLY ACOUSTICAL SEALANT NON-STRUCTURAL METAL I I FRAMING SECURED TO STRUCTURE ABOVE NON-STRUCTURAL METAL FRAMING CONTINUOUS HORIZONTAL NON- STRUCTURAL METAL FRAMING JOINT GYPBOARD REQUIRED WHEN GYP BD DOES NOT -L I � I I . SOUND ATTENUATION BATTS EXTEND TO STRUCTURE. SIZE AND REINFORCEMENT LINE OF STRUCTURE NUMBER DEPENDS ON PARTITION ACOUSTICAL SEALANT PARTITION -WALL HEIGHT INTERSECTION MINERAL FIBER PACKING SOUND ATTENUATION BATTS 5/8'GYPSUM BOARD 5-1 zi METAL CONTROL JOINT 0 z . < ACOUSTICAL SEALANT Do NOT ATTACH GYP BD TO SOUND ATTENUATION BATTS ACOUSTICAL DEFLECTION TRACK 518" GYP 3D EXTENDS TO 6'MIN SEALANT, BOTH SIDES ou ABOVE FINISHED CEILING DEFLECTION TRACK WITH 3"LONG Z 'PBD OUTERLEGS 2 LAYERS - 5/8' GYP BD SCHEDULED CEILING NON-STRUCTURAL 2 LAYE NON-STRUCTURAL RS 518" GYP BD METAL FRAMING METAL FRAMING SCHEDULED PARTITION NON -STRUCTURAL 2 1/2" SOUND ATTENUATION BLANKET METAL FRAMING MINERAL FIB ACOUSTICAL SEALANT, BOTH SIDES ER PACKING 3" SOUND ATTENUATION BLANKET (3# - 6# DENSITY) 1 LAYER - 5/8"GYP BD METALCONTROL �'O BRACING PERMITTED FLOOR PARTITION INTERSECTION JOINT —__-CONTROL JOINT WITHIN V AIR SPCE ACOUSTICAL PARTITION (@- HEAD (STC U4 11/2"=V-0" ACOUSTICAL PARTITION (TYPE U SIM) HEAD DETAIL RN WITH MINERAL FIBER JSTICAL SEALANT BACKER ROD C (�A �ACOU�STICAL PARTITION SECTION 1 PIPE PENETRATION THRU NON RATED CONCRETE/CMU B NUMBER OF LAYERS OF 5/8"GYP BID PER PARTITION TYPE FLOOR A NON-STRUCTURAL METAL FRAMING SOUND ATTENUATION BLANKET (THICKNESS, STC PER PARTITION TYPE) NUMBER OF LAYERS OF /I' 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) 11/2"=V-0" 1 BOTTOM OF METAL STUD WALL PARTITION SECTION 11/2"=V-0" @BRACING WHEN PARTITION EXCEEDS MAXIMUM HEIGHT ALLOWED BY STUD MFR LINE OF STRUCTURE "RACING ANCHORED To 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'-V 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 5 CEIL 1112"=1'-0" 1 WHERE GYPSUM BOARD STOPS AT THE CEILING TOP F NISH MATERIAL I INTE2OR ELEVATION �A �R L , ' RLE NS1 HE ALIGN EDGE WITH GYP BOARD BELOW SEALANT (EA SIDE) CONT FIRE RETARDANT WOOD BLOCKING SECURED TO STEEL PLATE STEEL PLATE SECURED TO 2" TUBE STEEL SUPPORTS V_ 1 LAYER 5/8'GYP BD (EA SIDE) 2" X 2" X 114' STEEL TUBE @ 4'-U'ON CENTER PLAN NON-STRUCTURAL METAL FRAMING INFILL BETWEEN STEEL TUBES PER DELEGATED DESIGN NON-STRUCTURAL METAL FRAMING 1/2" STEEL PLAN EXPANSION BOLTED TO SILL I FLOOR STRUCTURE SEALANT (EA SIDE) FLOOR ARTITION SECTION 1112" T-O" I HEAD DTL PARTIAL HEIGHT WALL l%COUSTICAL PARTITION PLAN E 11/2' V-0" PARTITION INTERSECTIONS AND GYP CONTROL JOINTS SEAL VOIDS FROM OUTSIDE AND COVER BOX WITH 1/8' ACOUSTICAL PUDDY PAD CUT GYP SO TO ALLOW 114' MIN OVERLAP BY FACE PLATE SCHEDULED PARTITION I STUD MIN BETWEEN BOXES FLEXIBLE CONDUIT ACOUSTICAL PUDDY PAD SEAL VOIDS BETWEEN GYP BOARD AND BOX NOT COVERED WITH ACOUSTICAL PUDDY PAD NOTES: 1. ITMINIMUM UNLESS NOTED OTHERWISE IN PARTITION CHART. ACOUSTICAL PARTITION PLAN DETAIL U 1112" = V-0" I BACK BOX INSTALLATION DETAIL @ NON -FIRE RATED PARTITION LINE OF STRUCTURE MINERAL FIBER PACKING DEFLECTION TRACK WITH T' EYPANSIONAT STRUCTURE 518" GYP 80 ON BOTHSIDES SOUND ATTENUATION BLANKETS AT SIM EXTENDS TO 6' WHERE LOCATED ON REFLECTED ABOVE FINISHED CEILING PLAN CEILING NON-STRUCTURAL METALFRAMING - ME SCHEDULED CEILING SOUND ATTENUATION BLANKETS (THICKNESS PER PARTITION TYPE) EXrEND FROM FLOOR TO STRUCTURE ABOVE ACOUSTICAL PARTITION (ED, CEILING 11/2'=1'.0' 1 NON -RATED W/ GYP ED TO 6" ABOVE CEILING RECENED MAY 02 2022 Community Development SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey,com �FGISTFRED -CT 'Ic —7 !�ARC H! ' r� ` - 7�<ARA M,�"� SIATE Or N�SHINGODN SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INT1 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 02/06120 Tenant Revisions PROGRESS DATE: 04/27122 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO� All rawngs and witten material appearing herein constitute the"criginal and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed wthout the written consent of the Sabey Corporation. INTERIOR PARTITION DETAILS A7 DOOR SCHEDULE SABEY-DOOR MTL SABEY-DOOR FIN SABEY-DOOR GLZ SABEY-FRAME MTL HOWE FIN DOOR SCHEDULE, MARK DOOR --,,,-- REMARKS )OM NAME TYPE W _GU AMB J - HEAD F _SABEYFRAME 202 CORRIDOR 3'- 0' 7' - Ot' 0'- 13/4" SL W6__ PT-1 _ss ------- THm 01/A62-01 OW42701 N6 PT-1 ZSIDEUGHT, PROVIDE KEY CARD ACCESS 203 6? - 7" T- 0" —0. 0'- 2" —i —112. FG GL-1 _6L__1 PT-1 GLASS MFG BLK ALLSTEEL. BEYOND WALL SYSTEM 205 PHONE 3'- W F_ - 0 FIG PTA GL-1 MFG -MFG — - ----- BUK ALLSTEEL, —BEYOND WALL SYSTEM ---- — 207 OFFICE 3'- G" 6- 0' 9 - 0 112" FG GL-1 GLA GL_-1 BLK ALLSTEEL, BEYOND WALL SYSTEM 207B UBRARYHUDDLE T- 0' V-0" 9 - 0 1/2" E _VG_ GL_ 1 GL-1 GL-1 MFG BLK ALLSTEEL,B 208 OFFICE 31-01 & - 0" 0'- 0 1/2" GLA GL-1 MJF_G BLK ALLSTEEL, BEYOND WALL SYSTEM 209 OFFICE 31_0� 8!-0' 0'- 0 1/2' FG GLA GLA _MF 3 BLK ALLSTEEL, BEYOND WALL SYSTEM 210 OFFICE 3'- 0' 8'- 0" 0'- 0 112" FG GLA GLA GLA MFG R—K ALLSTEEL, BEYOND WALL SYSTEM 211 OFFICE 3' - 0" 8'- 0' 0'- 0 1/2" FG GL-1 GLA GLA MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 212 OFFICE T-0.1 _T-0� 81-01, 9 -0 Itz' FG Gcl GL-1 GLA MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 213 OPEN WORKSTATIC, NS T - 0' V - 1 31T SL WD PTA GLASS HM OlIA62-01 02IA62-01 01 PT-1 TSIDEUGHT, PROVIDE KEY CARD ACCESS 214 BROADCAST 31-0" 6-0" 9 -0 112" E GL-1 GL-1 GLA MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 215A WOMENS LOCKER S-0" T- 0" U-13W F WD PT-1 HM 01/A62-01 021A_ 62-01 01 PT-1 PROVIDE KEY CARD ACCESS 215B MEN'S LOCKERS 3.-0.. T- 0" 9 - 13/4" F WD PT-1 HM OlIA62-01 02IA62-01 01 PTA PROVIDE KEY CARD ACCESS ��ER 3'- O�_ T- 0�_ 9 - 1 314�_ F WD OVA62-94 021A(32-g�=� 0 PT-1 0 L RIVAC TOR 4 _)l� V:!� PT-1 �3� V, V 4YI e0VflDE R !DA!C 218 SHOWER 31-0" T- 0" 9 - 1314" F WD PT-1 HM LOCK, PRIVACY INDICATOR 221 IT 3�_()" T- 0'; V_ 13/4' F WD PT-1 HM 05 PT-1 223 OPEN AREA 31-01, 9-01, 9 - 13/4" DSL MTL PT-11 GLASS I HIM 02 PT-1 PROVIDE KEY CARD ACCESS; SIDELIGHT ON BOTH SIDES; FIRE RATE L REQUIRED. 224 WATER HEATER 21 a- T-0. 01-T F MTL PT-1 IHM 07 PT-1 225 FITNESS ROOM T.011 T- 0" 9 - 130' SL WD PT-1 HM 06 PT-1 ZSIDELIGHT, PROVIDE KEY CARD ACCESS 226 OFFICE 31 U�� - - w U - 0 112, FG IGL-1 GL-1 -GLASS GLA MFG BLK ALLSTEEL, BEYOND WALL SYSTEM.INCLUDE STOREROOM LOCKSET. 226A OFFICE 0� 8'- 0" 0'- 0 1/2' 1 E GL-1 GLA GLA MFG BL—K _IALLSTEEL, BEYOND WALL SYSTEM 227 WELLNESS ROOM 3. 011 7' - 0' 0% 0 1/2' FG GL-1 GLA GL-1 MFG 08 ELK 228 U-NESS ROOM T-T GL-1 GL-1 GL-1 MFG BLK JAULSTEECBEYOND WALL SYSTEM 229 WELLNESS ROOM 3. -01. IND PT-1 GLASS HM - 09 PT-1 T SIDELIGHT ------------ - ------ ,Grand Val: 26 i i PARTITION -TYPE VARIES BEVEL AT LATCH EDGE HOLLOWMETAL FRAME HOLLOW METAL FRAME - DOOR JAMB � TI!, Jr --LVL I I J I M PARTITION -TYPE VARIES HOLLOW METAL FRAME AOLLOff METAL FRAME - DOOR HEAD T = 1.41 HW01: STOREROOM 1 FUNCTION LOCKET 1.5 PAIR HINGES DOOR CLOSER WALL MOUNTED DOOR STOP I 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 1CLOSER HW03: STOREROOM I FUNCTION LOCKET 1.5 FAIR HINGES I DOOR CLOSER WALL MOUNTED DOOR STOP ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM 1 KICK PLATE 1 OCCUPANCY INDICATOR HW04 ILOCKSET 1.5 PAIR HINGES I DOOR CLOSER I KICK PLATE I OCCUPANCY INDICATOR HW05 1,5 PAIR HINGES 10LOSER I PROTECTION PLATE I FIVE BUTTON PUSH BUTTON LOCK WITH KEY OPVERRIDE HWO6 2 PAIR HINGES STOREROOM FUNCTION LOGKSET ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM 1CLOSER 1 KICK PLATE "M7 I.SPAIRHINGES I STOREROOM LOCKSET I HINGE MOUNTED DOOR STOP HW08 PIVOT HINGES I STOREFROOM LOCKSET 1 ELECTRIC STRIKE - CONNECTED TO CARD READER SYSTEM HWO9 1.5 PAIR HINGES ICLOSER I STOREROOM FUNCTION LOCKSET I PROTECTION PLATE I HINGE MOUNTED DOOR STOP N 1*19UPill lot 14 Bill 11*04 � 14 ZU a 0 [011 1. ALL DOORS TO ALIGN TO FDATUM LINE. 2. PRESERVE AND PROTECT ALL DOORS WHERE DEMOLITION OCCURS TO BE REUSED. FLUSH F DOOR TYPES L ----------- i FULL GLASS FQ SCHED. SLIDING [ MIN 32' E '6P—ENING T T T DOUBLE SIDELIGHT DSL FULL GLASS DAQ SIDELIGHT SL Kole] 0 1 1 1 : & GENERAL ABBREVIATIONS: AL ALUMINUM HM HOLLOWMETAL MFG REFER TO MANUFACTURER PLAM PLASTIC LAMINATE FACED DOOR PT PAINTED FINISH WD SOLID CORE WOOD T TEMPERED GLASS FRAME CONFIGURATION LEGEND SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206 ' 281.8700 sabey.com REGISTERED KA, M. ANDERSON Q,T T-� rj NASHiNGTON SABEY HEADQUARTERS RENOVATION' SECONDFLOOR INTERGATE.VVEST BUILDING 3 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 E: C. Eli V E D MAY 02 2022 Community Development 7 04127/22 Tenant Revision 6 02107/22 Tenant Revisions 5 10/04/21 Tenant Revisions 4 03118/20 Tenant Lighting Revisions 3 03/17/20 Tenant Revisions 2 02/28/20 Casework Revisions 1 02/06/20 Tenant Revisions IVIAIR—K] DATE j —DESCRIPTION PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All draMngs 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 2 3 4 5 6 7 8 9 10 E D C M A Finish Schedule FINISH — -------------- - ------ - [ON [ -- - ---------- - - — ------- ----- — -- - ----------------- ��MANUFACTURER KEY NAME TABBREVIAT CATEGORY DESCRIPTION SIZE STYLE TYPICAL LOCAT ON COMMENTS ACOUSTIC CEILING PANEL ACP-1 COUSTIC ACOUSTIC CEILING SYSTEM ARMSTRONG 2'X 2' ULTIMA, BEVLED 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 CARPET CPT_1 --- CARPET - ---------- IGENERALCARPET J INTERFACE 25cm x 1 In BROWNSTONE- SECOND STORY, UPPER EAST ENERAL CARPET C ______QRPE_T y ' C ORC T LEW CO C �j �qA �OCEN�TR Ef__:::� JINT-RFACE 25cm x 1 m WORLD WOVEN, STYLE: 12820OAKOO, 105361 CHARCOAL LOOM OPEN AREA CARPET z�' ( CPT-3 L A7 BEYONq_D COLOR: SOLAR BLACK LEVEL 02 OFFICE FRONTS COORDINATE WALL SYSTEM WITH SUSAN I RUDD, COI GLASS WHITE BOARD 4'X 8! WHITE BACKPAINTED GLASS ICONFROOMS GL-1 ;LAZING WERIOR 6LAZlkd ALLSTEEL D COLOR L_' L2 _jW—HITE BSA �GL2 IGLAZING ICLARUS — __:�: PAINT FP—T-,---[-- — [ff-2 PAINT GENERAL PAINT - --------- -- --rBEN-Milk oORET MOORE I CLOUD WHITE 967- EGGSHELL SLATE TEAL- 2058-20 GENERAL WALLS ACCENT WALLS ____IBENJAMIN -- — --- — ------------- PLASTIC LAMINATE PLASTIC LAMINATE PLASTIC LAMINATE LSON ART DESIGNER WHITE D354-60 MATTE FINISH RUBBER BASE RUBBER BASE RIBBER BASE JOHNSONITE LESS NT UMBER RUBBER TILE RUBBERTILE: RUBBER TILE GENIEMAT FIT30, GREY [WELLNESS PROVIDE PRICING FOR GENIEMAT FIT08 (CHARCOAL) AS AN ALTERNATE SOI 10,1;tJRFA(F �SS-1 �S' I ISOLID I URFA QUARTZ COUNTERTOP CAESERSTONE 4011 CLOUDBURST CONCRETE COUNTERTOPS TILE T-2 TILE WALL —TILE/ SHOWER WALL TILE ANN SACKS 24" x 48" LAURELHURST, NATURAL ILOCKER OM/RES GROUT: PEI 38 AVALANCH T-3 TILE SHOWER FLOOR ANN SACKS MICRO MOSAIC SALLUTO,COLOR: GRIGIO S40WER FLOORING GROUT: MAPEI 02 PEWTER T-4 T-1 T6 TILE TILE TILE FLOOR AND IASE TILE ACCENT WALL TILE- ACCENT WALL TILE A �A & _L,& ANN-SACKS ANN SACKS ANN SACKS _____Al2" 12" X 24" & 24" X 24" ((T'X 24w_—BASE� MONTAVILLA, COLOR: GREY 2" x 8" SON, FADED DENIM T E ABSTRA COLLECTI G' X 6" STANDARD, 3" X 12" FEATURE, T ON,WASTELAB ABSTRA, COLOR: ARI VRE FEATVRE LOCKER ROOM/ RESTROOM BREAKOUT WELLNESS ROOM/ LOCKER ROOM GROUT: MAPEI 02 PEWTER - - --------- - TBD TBD 1-1 A A A TOILET PARTITION I TP-1 ULTIMA PRIVACY TOILET PARTITIONS, COLOR: FORMICA 8844-WR AGED ASH TOILET TOILET PARTITION GLOBAL PARTITIONSt— - -��U- -'� PARTITION L�T tAIAI I r'0k/r-PItlr k --A --A --A - -A - A - j WOMEN'S LOCKER ROOM AND RESTROOMS 1WC_ —I WALL CORK WALL WSTAI —NABLE N/A BLUE- CORK STRIM05RGA ZSOCKS: - - — — - ---------- -- - PHONE ROOM OFFICES COVERING MATERIALS WC-TBD WALL TBD TBD TBD TED BROADCAST ROOM WC-2 COVERING FFW_A L PEEL & STICK WALL WALL LOGIC INC. 6.6'Wx46 L ACOUSTIC COLLECTION, NATURAL HARMONY OAK, BROADCAST ROOM I LGOVERING I#WPAWNHWO ATOWST1111 "11 W ! fil 111 �S WS-1 7 WINDOW ]� �IORSHADES MECHO THERMOVEIL IN 1519 SILVER BI R CH, 3% OPENNESS WINDOWS SHADES — - - -------------- WS-2 WINDOW INTERIOR BLACK OUT SHADES MECHO CLASSIC BLACKOUT 0700, COLOR WHITE 0701 WINDOWS SHADES TO BE MOTORIZED. CONFIRM ISHADES I CONTROLS LOCATION WITH TENANT WOOD It y y FW—D-1- 7WOOD TVWOOD FLOORING KENTW0_0DFLOORS4_10x3/4'x83' ______1PETRA- BRUSHED OAK BREAKOUT, LIBRARY WOOD VENEER WV-1 WOOD I WOOD VENEER SIERRA NIA I ELEMENTS VENEER, WHITE OAK RIFT, UC3008 BREAKOUT, CORRIDOR, IVENEER I I I r I WELLNESS RM z� 14 zu oil I ki I Owl :I sign REFER TO INTERIOR FINISH LEGEND A64-01 FOR FINISH MANUFACTURERAND COLOR INFORMATION. REFER TO INTERIOR FINISH PLANSA13-W 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. PANT ALL WALL AND CEILING ACCESS PANELS TO MATCH ADJACENT SURFACE COLOR, UNO, PA L D D C ILI NO LLSTOMAT HADJ ENTWALLS 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, DOORSIWINDOWS. 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 ACCESSORIE : 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 GLOSSFINISH BASE, TRIM, DOORS, HANDRAILS RECEIVED mw o2 2022 U11 Community Development SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corn REGISTI,REID ARC H 11 E C I KAPA I AN D r RSON ITAT7 0, VASH�N'T.11 SABEY HEADQUARTERS RENOVATION SECONDFLOOR INTERGATE-WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7 04127/22 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 02/28120 Casework Revisions 1 02/06/20 Tenant Revisions MARK I DKTE__] DESCRIPTION PROGRESS DATE: 04/27/22 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All d rawings 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 % Wk 1 2 3 4 5 6 7 8 9 10 F F4 D C B A REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWINGINDEX ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET, -------------- ARCHITECT I DESIGNER: PLUMBING ENGINEER: ^1 SABEYARCHITECTURE TBD - Bidder Design Build by G.C. """Nxx AC ASPHALTIC CONCRETE ID INSIDE DIAMETER 12201 TUKWILA INTL BLVD, FOURTH FLOOR _'d 1\ AGO ACCESSIBLE INCL INCLUDE, INCLUDING SEATTLE, WA 98168 AOO-01 COVER SHEET AND PROJECT INFORMATION \'�v �Xxl ACP ACOUSTICAL CEILING PANEL INFO INFORMATION TEL: (206) 281-8700 ACST ACOUSTICAL INSUL INSULATE, INSULATION FAX: (206) 282-9951 MECHANICAL ENGINEER: AOO-02 NOTES AND SPECIFICATIONS BUILDING SECTION INDICATOR WALL SECTION INDICATOR AD ADDM ADJ AREA DRAIN ADDENDUM ADJUSTABLE INT IWD INTERIOR INDIRECTWASTE DRAIN CONTACT: KARA ANDERSON EMAIL: KARAA@SABEY.COM TBD - Bidder Design Build by G,C. AOO-03 SITE PLAN AOO-04 LIFE SAFETY PLAN AFF AHU ABOVE FINISHED FLOOR AIR HANDLING UNIT JAN JT JANITOR JOINT BUILDING OWNER: A04-02 DEMOLITION PLAN - LEVEL 02 ---------------- ALT ALTERNATE INTERNATIONAL GATEWAY WEST LLC ELECTRICAL ENGINEER: % ALUM ALUMINUM KIT KITCHEN 12201 TUKWILA INTL BLVD, FOURTH FLOOR TBD - Bidder Design Build by G.C. A10-02 FLOOR PLAN- LEVEL 02 ANOD APPROX ANODIZED APPROXIMATE L LONG SEATTLE, WA 98168 TEL: (206) 281-8700 AIO-04 REFLECTED CEILING PLAN - LEVEL 02 APT APARTMENT LAM LAMINATE, LAMINATED FAX: (206)282-9951 A13-01 INTERIOR FINISH PLAN - LEVEL 02 ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR ARCH AUTO ARCHITECT, ARCHITECTURAL AUTOMATIC LAU LAV LAUNDRY LAVATORY CONTACT: SARAH MARQUES EMAIL: SARAHM@SABEYCOM FIRE I LIFE SAFETY ENGINEER: TBD - Bidder Design Build by G.C. Al"I FURNITURE PLAN - LEVEL 02 FOR REFERENCE ONLY XX AV AWP AUDIO VISUAL ACOUSTICAL WALL PANEL(S) LT LTG LIGHT LIGHTING GENERAL CONTRACTOR: A43-01 ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS BB BULLETIN BOARD MAS MASONRY SABEY CONSTRUCTION A45-01 INTERIOR ELEVATIONS A-XXX BD BOARD MATL MATERIAL 12201 TUKWILA INT'L BLVD, FOURTH FLOOR PLUMBING, MECHANICAL, ELECTRICAL, A50-01 ARCHITECTURAL WOODWORK DETAILS BLDG BUILDING MAX MAXIMUM SEATTLE, WA 98168 FIRE I EMERGENCY SYSTEM PERMITS BLKG BLOCKING MECH MECHANICAL TEL: (206) 281-8700 UNDER SEPERATE SUBMITTALS. A50-02 ARCHITECTURAL WOODWORK DETAILS EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR BO BOT ERG BOTTOM OF BOTTOM BEARING MED MEMB MEZZ MEDIUM MEMBRANE MEZZANINE FAX: (206) 282-9951 CONTACT. DOUG GARDNER EMAIL: DOUGG@SABEY.COM ASO-03 ARCHITECTURAL WOODWORK DETAILS A51-01 TYPICAL SUSPENDED CEILING DETAILS _�ATN LINE A BRZ BSMT BRONZE BASEMENT MGT MFL MANAGEMENT MAXIMUM FORESEEABLE LOSS A61 -02 TYPICAL SUSPENDED CEILING DETAILS - DIRECT HUNG SEE XXIA-XXX BUR BUILT UP ROOFING MFR MANUFACTURE,MANUFACTURE MH MANHOLE A61-01 INTERIOR PARTITION TYPE CHARTS MATCH LINE INDICATOR DRAWING REVISION INDICATOR CAB CB GEM CER GO CABINET CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC CORNER GUARD MIN MISC MO Ms MTD MINIMUM, MINUTE MISCELLANEOUS MASONRYOPENING MOPSINK MOUNTED A61-02 INTERIOR PARTITION DETAILS A61-50 INTERIOR PARTITION DETAILS A62-01 DOOR SCHEDULE PROJECT ADDRESS CH COATHOOK MITI. METAL Of CAST ]RON MVBL MOVABLE A64-01 INTERIOR FINISH SCHEDULE AND LEGEND — ------ ------ Ci CONTROLJOINT N NORTH CIP CL CAST -IN -PLACE CENTERLINE NIC NOT IN CONTRACT INTERGATE.WEST, BUILDING B VICINITY MAP EXISTING COLUMN GRIDLINE INDICATOR NEW COLUMN GRIDLINE INDICATOR CLG CEILING NO NUMBER CL CLOSET NOM NOMINAL 0 L NITS NOT TO SCALE CLR C EAR 12201 TUKWILA INTERNATIONAL BLVD., SUITE 201 TUKWILA, WA98168 4� EL XXX.XX EL. XX)C-XX!' CMU GO CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING GO OH ON CENTER OVERHEAD — ----- SEATTLE COL COLUMN Comm COMMUNICATION OD OUTSIDE DIAMETER CONG CONCRET E OPNG OPENING DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR CONN CONNECTION, CONNECT OPP ORD OPPOSITE OVERFLOW ROOF DRAIN ELLIOTT BAY CONSTR CONT CONSTRUCTION CONTINUOUS, CONTINUE OTS OPEN TO STRUCTURE ABOVE 5 EQUIPMENT INDICATOR CORR CORRIDOR ROOM NAME I XXXX FIXTURE INDICATOR CPT CSWK CTR CARPET CASEWORK CENTER PBD PRCST PARTICLEBOARD PRECAST SCOPE OF WORK 99 FURNITURE INDICATOR CU CUBIC PD PLANTER DRAIN PERP PERPENDICULAR Boeing <� GRAPHIC/SIGNAGE INDICATOR D DEEP,DEPTH PLAM PLASTIC LAMINATE Field MISCELLANEOUS INDICATORS DBL DOUBLE PLAS PLYWD PLASTER INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 201 ON FLOOR 2 IN BUILDING B, INTERGATE.WEST ROOM INDICATOR DEMO DET DEMOLISH, DEMOLITION DETAIL PNL PL P LYWOOD PANEL PROPERTY LINE CAMPUS. THE WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, CASEWORK AND ARCHITECTURAL FINISHES. MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER WLL BE BIDDER (—X—X—) DF CIA DRINKING FOUNTAIN DIAMETER FIR PAIR DESIGNED. DtAG DIAGONAL, DIAGRAM PRKG PARKING DIM DIMENSION PROP PROPERTY 99 (DOOR) OPENING INDICATOR FINISH INDICATOR DIV DMPF DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING PT PTN PAINT, POINT, PRESSURE TREATED PARTITION PROJECT SITE! Boeing Access Road — ----------- DN DR DOWN DOOR, DRESSING ROOM R RADIUS, RISER DS DOWNSPOUT RCP REFLECTED CEILING PLAN DW DISHWASHER RD ROOF DRAIN, ROAD WINDOWINDICATOR CEILING HEIGHT INDICATOR DWG DWR DRAWING DRAWER REP REP REINF REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING 5 er MATERIAL (PER FINISH LEGEND) E EAST REGO REQUIRED F N H (PER FINISH LEGEND) I I' EIFS EXTERIOR INSULATION AND REV RFG REVISED, REVISION ROOFING 599 XT— 4HEIGHT FINISH SYSTEM Ej EXPANSION JOINT RM ROOM RO ROUGH OPENING 509 99 EL ELEC ELEVATIO N ELECTRIC ELECTRICAL RT RIGHT CODE AND BUILDING INFORMATION WALL TYPE INDICATOR FINISH INDICATOR ELEV ENCL EP EQ ELEVATOii ENCLOSE,ENCLOSURE ELECTRIC PANEL EQUAL S SCIND SCHED SOUTH, SPANDREL SOLID CORE WOOD SCHEDULE PROJECT NAME SABEY TENANT IMPROVEMENT CX X_�_' MOUNTEDTOWALL EQUIP ESCAL EQUIPMENT ESCALATOR SO SECT STORM DRAIN SECTION SITE ZONING CU- COMMERCIAL LIGHT INDUSTRIAL 518 -Toc Vill I it timurlt I EXH EXHAUST SG SGL SAFETY GLASS SINGLE KING COUNTY ASSESSORS PARCEL NUMBERS: 0923049120 InVI Airport 405 FEC ------ IT!P— INWALL-MOUNTED EXP EXIST EXPANSION, EXPOSED EXISTING SHT SHEET (PROPERTY) LEGAL DESCRIPTION KEYNOTE CABINET FIRE EXTINGUISHERS FA FIREALARM SHTHG Sim SPEC SPKLR SHEATHING SIMILAR SPECIFICATION SPRINKLER APPLICABLE CODES: BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (WAC 51�50) FCIO FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER SPKR SPEAKER (NON -RATED PARTITI ON) I'D FLOOR DRAIN SO SQUARE MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE (WAC 51-52) EXISTING TO REMAIN (SHOWN SHADED) (1-HOUR RATED PARTITION) FDC FIRE DEPARTMENT CONNECTION SS SST SERVICE SINK STAINLESS STEEL PLUMBINGCODE: 2015 UNIFORM PLUMBING CODE WAG 51-56) PARCELB FDTN FOUNDATION STC SOUND TRANSMISSION CLASS (2-HOUR RATED PARTITION) FE F RE EXT NGUISHER STD STANDARD ELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS 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, FEC FIRE EXT:N GUSHER STL STEEL WASHINGTON THAT IS SOUTH 89'16'35'EAST, 100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; EXISTING TO BE DEMOLISHED L (3-HOUR RATED PARTITION) CABINET STOR STRUCT STORAGE STRUCTURAL ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE (WAC 51-1 IC) THENCE SOUTH 24'13'53' EAST, 969.61 FEET TO THE TRUE POINT OF BEGINNING; (SHOWN DASHED) (4-HOUR RATED PARTITION) FH FHC FIRE HYDRANT FIRE HOSE CABINET SUSP SUSPENDED THENCE NORTH 65*4607- EAST, 58.17 FEET; THENCE NORTH 63'3Z48' EAST, 62.13 FEET; I_ FG FIGURE T TREAD, TEMPERED FIRE CODE� 2015 INTERNATIONAL FIRE CODE (VVAC 51-54A) THENCE SOUTH 2247'0V EAST, 21.44 FEET; -- SMOKE BARRIER FIN FINISH, FINISHED T&G TEL TONGUEANDGROOVE TELEPHONE FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE THENCE NORTH 65'30'25'EAST, 199.33 FEETTO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1 SIR 99) SOUTH I IBTH SMOKE PARTITION FLEX FLEXIBLE TEMP TEMPERATURE, TEMPORARY STREET TO JCT SSH NO. 1-K APPROVED JULY 23,1957; NEW FLR FLOOR, FLOORING TER TERRAllO ACCESSIBILITY CODES: WASHINGTON STATE ACCESSIBILITY CODE (WAG 51-50) THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE ARC OFA2,80&0()_FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF FLUOR FLUORESCENT THK THICK THICKNESS WHICH BEARS SOUTH 65-44'51- WEST) THROUGH A CENTRAL ANGLE OF 11'16.30� A DISTANCE OF 62.42 FEET; FO FACE OF, FINISHED OPEN ING THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 67'0 1'21 � EAST 10.00 FEET; TYPE OF WORK PARTITIONS FDIC Fp FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION, FIREPROOF TO TSTAT TV TOP OF THERMOSTAT TELEVISION USE GROUP AND OCCUPANCY, NO CHANGE TO OCCUPANCY GROUP REV ISION'S 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 73'3242'WEST, 16.58 FEET; — - — --------- RCP SYMBOLS FR FRMG FRAME, FIRE RATED FRAMING TYP TYPICAL OCCUPANCY: B (OFFICE) 5-2 (PARKING STRUCTURE) No C'�Files e ade 10 the scope s7nall THENCE SOUTH 71'35'51'WEST, 61.96 FEET; FRT FIRE RETARDANT TREATED in 0 n of work witnow o� 3' 0, me of ". ' "' : THENCE NORTH 79'38'58'WEST, 7.83 FEET; FT FTG FOOT, FEET FOOTING UIC UGND UNPIN UNDER COUNTER UNDERGROUND UNFINISHED EXISTING TYPE OF CONSTRUCTION: TYPE 11 - SPRINKLERED IN LIEU OF I HR CONSTRUCTION (OFFICE BUILDING) Tukwila Building D, 510n kw B sic we 3 new ol'an NOTE: Revisionswill rea THENCE SOUTH 75'53'44WEST, 106.07 FEET; THENCE NORTH 05'01'W WEST, 18A1 FEET, CEILING -MOUNTED HVAC DIFFUSERS F7 0 (SIZE AND TYPE PER PUT FVC FUTURE FIRE HOSE VALVE CABINET LION UNLESS OTHERNSE NOTED OVER TYPE I - SPRINKLERED (PARKING STRUCTURE) , o" c"d_ , im�a( Dian review d , submittal and rnav include �icdl submit te, THENCE SOUTH 82'22'27'WEST, 64.93 FEET; THENCE SOUTH 63*55'24'WEST, 58,16 FEET; 2'X2'FLUORESCENT LIGHT MECHANICAL DRAWINGS) PWG FABRIC WALL COVERING VERT VERTICAL NUMBER OF STORIES: THENCE NORTH 24'13'53'WEST, 334.22 FEET TO THE TRUE POINT OF BEGINNING. CEILING -MOUNTED PWP FABRIC WRAPPED PANEL(S) VEST VESTIBULE STORIES ABOVE GRADE PLANE: 40FFICEFLOORS (ALSO KNOWN AS NEW LOT B, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT Na L98-0033, RECORDED UNDER RECORDING NO. 9810059013, RECORDS OF KjNG COUNTY, WASHINGTON) ZXNFUJORESCENT LIGHT GA GAGE VNR VENEER STORIES BELOW GRADE PLANE: 2PARKINGLEVELS CEILING -MOUNTED TXNFLUORESCENT LIGHT (HIDDEN) CEILING -MOUNTED HVAC RETURNS/EXHAUSTS GALV GEN GFRC GALVANIZED GENERAL, GENERATOR GLASS -FIBER CONCRETE VIR VWC W VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE SEISMIC DESIGN CATEGORY: D __67 11 A GENERAL NOTES 0 STRIP FLUORESCENT LIGHT (SIZE AND TYPE PER GFRG REINFORCED GLASS W1 WITH COPY MECHANICAL DRAWINGS) -FIBER W/o WITHOUT PROPOSED AREA OF REMODEL: F ILE 1. DO NOT SCALE THE DRAWINGS. (EXPOSED) CEILING -MOUNTED REINFORCED GYPSUM GFRP GLASS -FIBER WC WATER CLOSET, WALLCOVERING 7,709 SF OF PROJECT AREA ON FLOOR 2 Perinnit NO. 4LAL I=_ STRIP FLUORESCENT LIGHT CEILING -MOUNTED HVAC ITEMS REINFORCED PLASTIC WD WH WOOD WALLHYDRANT EXISTING CORE AND SHELL FIRE RATINGS: Plan review approval is subject to errors anc WALL -MOUNTED STRIP FLUORESCENT LIGHT GIL GYP GYP ED GLASS GYPSUM GYPSUM BOARD WP WR WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT OFFICE PARKING FLOOR CONSTRUCTION: N.R. 2HR ROOF CONSTRUCTION: N.R. 2HR omissions. Approval of construction documents does ioi authorize the violation of any adopted ccice or ordinance Receol of aporovea Reid Copy and 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 0 DOWNLIGHT WT WEIGHT STRUCTURALFRAME: N.R. 3HR SHALL BE AS BINDING AS IF REQUIRED BYALL. THE CONTRACTOR SHALL COORDINATE H HB HIGH HOSE BIBB WWF WELDED WIRE FABRIC EUEVATORS: 1HR 2HR By. , g��Knowleclgeo: ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY 0 ACCENT DOWNLIGHT HCWD HOLLOW CORE WOOD STAIRS: 1HR 2HR JO Date, -111-107-12 — THEARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. CEILING -MOUNTED ACCESS PANEL HD HAND DRYER XFMR TRANSFORMER MECHANICAL SHAFTS: 1HR 2HR City of TUKWIta 0 WALL -WASHER DOWNLIGHT HDBD HARDBOARD BUILDiNG 01VISION j 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS HDW 14ARDWARE INTERIOR FINISHES: OTHERWISE INDICATED. nECEIVED SCONCE -TYPE HDWD HARDWOOD PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED CITY OF TUMVILA 6 (WALL -MOUNTED) LIGHT HM HOLLOW METAL 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE HO HOLD OPEN MEANS OF EGRESS: LOCATED 50 THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE 0 CEILING -MOUNTED EXIT LIGHT CEILING -MOUNTED FIRE SPRINKLER HORIZ HORIZONTAL SEE A-005 - LIFE SAFETY PLAN OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED FEB 07 2020 — -- ----------- HR HOUR OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. 6 WALL -MOUNTED EXIT LIGHT HT HVAC HEIGHT HEATING, VENTILATING, PARKING: NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE PROJECT. PARKING DEMANDS AS A RESULT OF COMMERCIAL 6, ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE PERMIT CENTER AND AIR CONDITIONING CONTRACTOR ANDIOR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL TI ARE MET BY EXISTING SITE PARKING FACILITIES. ALL ACCESSIBLESITE FEATURES AND PARKING STALLS ARE PROVIDED BY THE REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BYA QUALIFIED STANDARD LIGHT FIXTURES CEILING -MOUNTED SPEAKER BUILDING LANDLORD. PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIA INDICATED, SABEY Architecture 12201 Tukwila lnf Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED C IT T/Ll�� TKA� 6T §0 6 1 1 "4 A RA M. A DE ERS N W N STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECONDIFLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTIL BLVD, SUITE 201 TUKWILA, wA 98168 SEPARATE PERMIT REPURED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila RUIL ING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 K'� q_V_ City of Tukwilal BUILDING DIVISION 1 02/06/20 Tenant Revisions __D_ MARK DATE ESCRIFFTI-ON— 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. &I I 2 3 4 5 6 7 9 10 -M IE M LO B A L DIVISION I - GENERAL CONDITIONS DIVISION IX - FINISHES H.REFERENCES 15800 - HEATING VENTILATING AND AIR CONDITIONING 01010 SUMMARY OF WORK 09250 GYPSUM DRYWALL AND METAL STUDS 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. 13� C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS, FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. COMERCIAL OFFICE SUITE SHOWN IN THE PLANS. C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR D. C745 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD, BACKING BOARD, OR YVATER-RESISTANT BACKING BOARD. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. A, DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SELECTIONS, 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, LION. SYSTEMS, 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE 09500 - CEILING SUSPENSION SYSTEMS. BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND BUILDING STRUCTURE, UON. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. DIVISION XVI - ELECTRICAL DAMAGE AT THEIR OWN EXPENSE. CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID- 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 16000 - ELECTRICAL AND TELECOMMUNICATIONS EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S PLACEMENT. COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. REQUIREMENTS. 7. ALL DRYWALL TO BE 5/8" TYPE'X'UNLESS OTHERWISE NOTED. PROVIDE "WRI, TYPE DRYWALL WHERE 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, LON. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK, SUBMIT TO ARCHITECT THREE (3) FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. COPIES FOR APPROVAL. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE 6, MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE FINAL FINISHING AS SPECIFIED. MANUFACTURER'S SPECIFICATION AND CODES. SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), 4� ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, LION. SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. APPLIANCES. SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/81, IN 121-011. ANCHOR AS LION. 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. REQUIRED, FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: 6, GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 09530 - ACOUSTICAL TREATMENT 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL A. SYSTEM DESCRIPTION: 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST 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. 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 INDICATED. THE STRUCTURAL DESIGN LOADS SPECIFIED- CIRCUIT'FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL 10� ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. 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 - COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL 8. PROVIDE SEPARATE CIRCUITS FOR TENANrS EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE REQUIREMENTS. 09650 - RESILIENT FLOORING COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. BUILDING SHELL STANDARD SPECIFICATIONS. 3. STRUCTURAL REQUIREMENTS: 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING DIVISION 11 - SITE WORK A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS, MANUFACTURER PER FINISH SCHEDULE. THE INSTALLATION OF TENANTS NEW FURNITURE. B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. 02050 - DEMOLITION C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND B. CODE REQUIREMENTS: AT ALL AREAS OF FLOOR MATERIAL TRANSITION. CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS, BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL 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, 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, AND SHALL BE APPROVED BY THE LOCAL INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT AREA PART OF 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S CONNECTIONS AND WALL MOUNTED REQUIREMENTS. ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT EACH ASSEMBLY. WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 114" OVER SPACES BELOW. 101. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. REMOVED. 4, ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN C. MATERIALS: 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. SPECIFICATION LION. AND SHALL MEET OWNER'S GUIDELINES. 1. LIGHT GAGE METAL FRAMING: ASTMI C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED: MINIMUM 20 GAGE. 09680 - CARPET 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". IN ACCORDANCE WITH ALL APPLICABLE CODES. 2. FIRE RATED PARTITION HEAD SYSTEMS: 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST A. RUNNER: "FIRE TRAK'BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800)� 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 114" OVER 10'. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION 06100 - ROUGH CARPENTRY REQUIRED, 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW. 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. D. PARTITION FRAMING: 09900 - PAINTING AND STAIN THE TENANT BEFORE INSTALLATION. 06200 - FINISH CARPENTRY I.RUNNERS: 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES D.C. AT CONCRETE FLOORS, USE COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER PRIOR TO INSTALLATION. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND OF PAINT COLORS AS INDICATED IN DRAWINGS. AND NOSINGS. CONDUIT WHICH MAY BE EMBEDDED IN CONCRETE FLOORS. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO B. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO DISCIPLINE, RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO (2) FINISH COATS. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK CLEAR PARTITION. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH 20, ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON A COMMERCIAL GRADE CLEAR SATIN VARNISH. EXACT LOCATION WITH FURNITURE VENDOR. 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL 21, COORDINATE POWER/DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR DEFLECTION. SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) ELEVATIONS, FINISHES & CASEWORK. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB.ICU. FT.," THICK. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER, AND NOT MORE THAN 2 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL POWERfDATA DEVICES AND LIGHT FIXTURES, COORDINATE WITH INTERIOR FINISHES AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS I DETAILS. SPECIFICATIONS MANUAU'(AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) CASEWORK. 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE.05011 HORIZONTAL AND.03011 VERTICAL. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 16500 - LIGHTING 20-GAGE. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 6. SHELF EDGING TO BE VINYL. 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED DIVISION VIII - DOORS AND WINDOWS AS THE ROOM UON. CODES AND REGULATIONS. 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE 08210 -WOOD DOORS EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. DIVISION X11 - FURNISHINGS 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON� 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT 12500 - WINDOW TREATMEN AT ALL BOARD EDGES. 3- DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING LOCATED IN THE CENTER OF CEILING TILE, LION. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD MANAGEMENT. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD 4. REUSE ALL EXISTING B/S FLUORESCENT FDCTURES AS NEEDED PER DESIGN LAYOUT AND TO TO TOP RUNNER. 2. ALL INTERIOR RELITES TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. MEET LOCAL ENERGY CODE COMPLIANCE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 9. STUD BRIDGING: 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD 08710 -FINISH HARDWARE A� AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5'-U'ON DIVISION XV - MECHANICAL TO COMMENCEMENT OF WORK. 1 . FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR CENTER FOR THE FULL HEIGHT OF THE PARTITION, HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH 15500 - FIRE PROTEC-flON 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR RIGID FACING MATERIAL STOPPING T-O" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 314" BRIDGING PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH LOCATIONS. CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. OCCUPANCY SENSORS, PER CODE. EACH 5-0" OF EXPOSED STUDS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) DISABILITIES ACT. B. LIFE SAFETY EQUIPMENT. KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES - NUMBERS. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY D. LIGHT FIXTURE SPECIFICATIONS F. BACKING: APPLICABLE LOCAL CODES AND LAWS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL GAUGE, PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP 6� ALL HARDWARE SHALL BE COMMERCIAL GRADE. LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, LION. nECEIVED CITY OF TUMVILA 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A LABEL FROM AN APPROVED A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. 08810 - GLASS INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR B. PRESSURE REQUIREMENTS. FEB 07 2029 LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. C. SPRINKLER HEAD SPECIFICATIONS. 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 114" TEMPERED SAFETY GLAZING, LION. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS G. INSTALLATION TOLERANCES: PERMIT CENTER 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY REVIEW AND APPROVAL PRIOR TO INSTALLATION. SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY DIRECTION, SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. SAMSEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED ,YW . C T 4 So AKA M. IN E IS 0 N OF WASHINaM SABEY HEADQUARTERS REIRIJOVATION SECOIND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR M10 2020 City of Tukwila BUILDING DIVISION 1 02106/20 Tenant Revisions MARK I DATE DESCRIPTION PROGRESS DATE: 02/06/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO� All drawngs and w6tten material appearing herein constitute the original and unpublished work of the Saboy Corporation and the same may not be duplicated, used or disclosed vvithout the witten consent of the Salbey Corporation. NOTES AND SPECIFICATIONS I W 3 4 5 6 7 'i 9 10 F I=' filin 1164" = 1 '-0" 1 C B A ATEMEST SITI TUKWILA INTERNATIONAL BLVD, SITE DATA LEGAL DESCRIPTION ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL PARCEL NUMBER: 0923049120 AREA: 559,465 SQ. FT. PARCEL B BUILDINGARE& 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: 72,73180. FT. THENCE SOUTH 24'13'63' 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 6332'48' EAST, 62.13 FEET; THENCE SOUTH 2247'01' EAST, 21.44 FEET; SEISMIC ZONE: 3 THENCE NORTH 65'3925- EAST, 199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. I ISR 99) SOUTH 11 8TH 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 1-163T A DISTANCE OF 62.42 PARKING PROVIDED: 757 STALLS (3.0911000SF) 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 TH E RIGHT, (THE CENTER OF WHICH BEARS SOUTH 67�01'21' WEST) THROUGH A CENTRAL ANGLE OF 6'31'21', A DISTANCE OF 32OA6 FEET, THENCE SOUTH 73'32'47 WEST, 16.58 FEET, THENCE SOUTH 71'35'51- WEST, 61.96 FEET; THENCE NORTH 78'39'58'WEST, 7.83 FEET; THENCE SOUTH 7505T44* WEST, 106,07 FEET, THENCE NORTH 05'01'10'WEST, 18.41 FEET; THENCE SOUTH 8222'27"WEST, 64.93 FEET; THENCE SOUTH 63*5524'WEST, 58.16 FEET; THENCE NORTH 24'13SY 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) nECEIVED CITY OFT U14CW1A FEB 07 2020 SABEY Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corn 6194 V REGISMTERED C IT �1� 41KARIA M. NDERSON STATE O� WASHINGTON SABEY HEADQUARTERS RENOVATION SECONDFLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila L BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK I DATE DESCRIIPT-10N PROGRESS DATE: 02106/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished wark of the $obey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Saboy Corporation. SITE PLAN PERMIT CENTER fF)", � , '�'k - '11� "'," IT fl, � mt " - �' 1 2 3 4 5 6 7 8 9 10 F M C f1E (:D-- - LIFE SAFETY LEGEND INDICATES PATH OF TRAVEL TRAVEL DISTANCE START POINT 4� COMMON PATH OF TRAVEL INTERSECTION EXIT AND LOAD OCCUPANCY B xxxx I-- FLOOR AREA (SF) Fx_xxTx_xk-- OCCUPANTLOAD LOAD FACTOR PER ISC 1004.1.2 E EXISTING EXIT SIGN (8) N NEW EXIT SIGN W EXIT SIGN WITH DIRECTIONAL ARROW CIE EXISTING EXIT SIGN TO BE REMOVED OR RELOCATED OCCUPANCY CALCULATIONS B - OFFICE 7,709 SF/100 SF PER OCCUPANT= 77 OCCUPANTS AREA NOT IN SCOPE SUITE201 TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE 7,709 SF TOTAL OCCUPANCY 770CCUPANTS NUMBER OF EXITS REQUIRED 2 NUMBER OF EXITS PROVIDED 3 OCCUPANT LOAD PER EXIT 26 REQUIRED EXIT WIDTH* 71 x.2 = 15' EXIT DOOR WIDTH PROVIDED T-W (32" CLEAR) *NOTE: MINIMUM EXIT WIDTH PROVIDED SHALL BE 32" CODE ANALYSIS TYPE OF CONSTRUCTION: TYPE 11 - SPRINKLERED (IN LIEU OF I -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 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: 100A" (IBC TABLE 1014.3) 3. MAXIMUM ALLOWED EXIT ACCESS TRAVEL DISTANCE: 300'-0" (IBC TABLE 1016.2) EXIT OR EXITACCESS 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 - U NDER SEPERATE PERMIT 2 5 6 7 Till, IT, T 2�t' / ''SUITE 200,,, x, vl"" / F ---------- TOTAL EXITACCESS TRAVEL 61S`I�ANCI. 106, ELEV L9BBY,/, MEN'S L WOMEN'S l," T TOT��EXITAIIEjl L TE `6. 7z, �jl 4 — 4 TE HALLWAY TV E E— — — — — — — — — — — — — — — LEVEL02 1/&� = 114, A PLAN LIFE SAFETY PLAN (8) N Al Y, <_ GA E (8) N WWI 7 SUITE 201 B 7709 [100�77 CITY 01: WKWILA FEB 07 2020 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corn 6194 FREGISTERED C GHI EG M. , Ji So KA M. N ERSON STATE OF WASHINGTON S ABI E Y HEADQUARTERS N VATI N SECOIKID FLOOR INT RGATE.VVEST 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 02106/20 Tenant Revisions MARK I DATE DESCRIPTION PROGRESS DATE: 02106120 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All d rawings 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 U110 1101,14', "'i I 2 i 4 i I 7 8 9 10 0- 6 2 IF -40 M C A 9 C 9 E '41 L1 7 �7 77 �Ji LEVEL 02 DEMO PLAN 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. 8. BRACE ALL STRUCTURES OR STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. j! 2 9� DO NOT CUT ANY STRUCTURAL WORK WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER. % 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. 11 REMOVE ALL EXISTING PRIVACY FILM AT INTERIOR GLAZING. 14. SALVAGE ALL DEMOD DOORS TO REUSE. 15� SALVAGE ALL DEMOD CARPET FOR REUSE. % 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. L A Al 101-101, 2T - I',- -a 3'- 7, 8 r __j 7 -1 T_ I F F T :E q=- _T_ 4- -4 -1 T I_ J 1 -1, 1____ L—t-1_1 L� LL -MT T 1 77- 4E� -Ti P! T P T-- �-1 P -T- ----I - --F= V 7 T, F ;T� —j" L I L T- T_ --T:-: V-:-4-- _T T-717 7M7 7 Mi-j-=iR 7 A-4 I n — — — — — — - - - - - - -- - - - - T -1 -F t r- _F_ I _j L _711 71 1 7 Ci,,7i Tj 1-7" iit _F U 7;; 7,i 7 --- itft- _j T 0 ) ALL EXISTING PERIMETER WALLS, SILLS AND HEADERS TO REMAIN, PATCH AND REPAIR AS NEEDED. FLOOR, WALL, AND CEILING FINISHES TO BE DEMOLISHED EXISTING RAISED FLOOR TO BE REMOVED. 4 EXISTING DOOR, WALL, AND FULL GLASS SIDELIGHTS TO BE REMOVE D. 5 MO, S, LL , SULAT'O REMOVE EXISTING WALLS AID INSULATION AT PERIMETER WINDOWS. \/-C-\ REMOVE DEBRIS AND CLEAN PATIO. /7 / EXISTING SOFFIT TO BE REMOVED. EXISTING CEILING, GRID AND LIGHTING TO BE REMOVED IN HALLWAY. REMOVE COVER FROM EXISTING COLUMN. (i 0) REMOVE EXISTING COUNTERS, SINKS, FAUCETS, PAPER TOWEL Al DISPENSER AND LIGHTING. �j 1) REMOVE DRYWALL FROM NORTH SIDE OF EXISTING WALL. FBM ri 1 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 17 77� AREA OUT OF ARCHITECTURAL SCOPE BUT I REFER TO MEP AND STRUCTURAL DEMOLITION DOCUMENTS FOR ADDITIONAL WORK IF REQUIRED N 171W*EIVEn CITY OF TI UKWILA FEB 07 2920 PERLST CENTER ON11 SMSEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206 * 281.8700 sabey.corn 6194 REGISTERED ST C H 11 T So 4ARA M. AN SON STATE 0 WASHINGTON SABEY HEADQUARTERS RENOVATION SECONDIFLOOR 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 I BUILDING DIVISION 1 02106/20 Tenant Revisions MA PROGRESS DATE: 02/06120 DRAWN BY: AK CHECKED BY: TS APPROVEDBY: KA PROJECT NO: All drawings and written mateirial appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the mitten consent of the Sabey Corporation, DEMOLITION PLAN - LEVEL 02 11 2 3 4 5 6 7 8 9 10 F E D C B A ----------- - ----- - ----------------- 7� ;1� -.'J'� I I / -5- "'� ' ' ' ", ' ' L�� i -_7 "7777"1" 1 7 — — — — — — — — — — — — — — — r — — — — — — — — — — — — — — 12IA45-01 AUGN77' A77 T`� -)14! - 2' 6- 3" 1 1 14'- 4" 7'- 11" C7 1 . REFER TO SHEET AOO-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 BEH ]LET RM NTEDT01LETS. 7. SEE F URNITURE PLAN FOR GLASS WRITING BOARDS. OPEN WORKSTATIONS F-2-13 ALIGN JU N I' HOLD TO 4 A\ LOUNGE F ---1 A61 200 LOUNGE 51-71 T- 6' �A6 (ABI 3' 6" �"x 2'- 1"—,— —1- - Y L CAFE L 202_j 4- 7, STORAGE 7� 7-11�11 j''/"//, 1:11 Dnj 2IA45-01 6'- 8- OR OR: 2 6 : (�P61 LIGN 3'- 6" REP 62 EQ. EQ. BR T/H JDDLE A61 OL 0 d 04 llIA45-01 DDLE A62 PHONE —CASEWORK D 62 62 F C PYI R11 MARKETING 3 F203 I q A62 So A62 d WS A, ALIGN - 4�-2" 1 7 8"1 A62 D62 L=:Jj F-17 A62 GL-I . ...... . Z�N 'D H x no 17-----tn- 1- HOLD TO HOLD TO Z� 62 OFFICE �'FFICE E �209 20-8 FLOOR PLAN LEGEND BUILDING EXPANSION JOINT EXISTING PARTITION TO REMAIN NEW PARTITION DOOR TAG REP: A62-OX SERIES FOR DOOR SCHEDULE, PARTITION TAG REP: A61-OX SERIES FOR CHARTS UR D-TO 4) LIBRARY HUDD DOOKSH F D0131 L ii, 2) ; ' 6-0) OFFICE 9, 207 �4) �4) I FLOOR PLAN NOTES BY NUMBER 0) STOREFRONT SYSTEM SAS S OF DESIGN: ALLSTEEL, BEYOND WITH GLASS PIVOT DOORS COLOR ANONDIZED BLACK, 8- HIGH WALL ABOVE STOREFRONT TO BE A61 FLOOR POWER REQUIRED, COORDINATE WITH ELECTRICAL . 4 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. (6) PROVIDE FAUCET FOR BUBBLY AND STILL WATER INFILL EXISTING WALL TO MATCH NEW CONSTRUCTION /0\ PROVIDE NEW SILL WALL BELOW WINDOWTO MATCH EXISTING. SEE DETAIL 3A/A61-01. Al REPLACE EXISTING SPANDREL PANEL 6-0� PROVIDE NEW WATERPROOFING AND DECKING ON PATIO 6-1 ) NEW 12'WIDE SHELF. 6-2) WALL TO BE CENTERED ON THE COLUMN. 3) REPLACE EXISTING COUNTER TOP, SINK, FAUCETS, MIRROR, LIGHTING, PAPER TOWEL DISPENSER AND GARBAGE RECEPTACLE. SEE SHEET A43-01 FOR MORE INFORMATION. SEE DETAIL 6IA50-03 FOR COUNTERTOP SECTION. COORDINATE LOCATION OF WALL WITH BEYOND WALL GLASS SYSTEM FOR ADJACENT OFFICES. ATY OFTUMVIA FEB 0 7 2020 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6 19 4 �REGISTT7ERED C�UCT T 'UMERSON �V4�RA� M. AN 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 20210 1 C City of Tu W itY Of Tukwila UIL I IVIc BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK DATE DESCRIPTION PROGRESS DATE: 02106120 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the origins I and unpublished work of the Sabey Corporation and the Sa me may not be duplicated, used or disclosed without the written consent of the Sabey Corporation, FLOOR PLAN- LEVEL 02 111 it 10) I lk L"MI 1 2 3 4 5 6 7 8 9 10 o F 1211111111111 D C B A LEVEL 02 REFLECTED CEILING PLAN 1/8"=1�4' 1 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, 1 SMALLER ELECTRICAL FIXTURES ARE NOT SHOWN ON THESE DRAWINGS, SEE ELECTRICAL AND LIGHTING PLAN DRAWINGS FOR THE LOCATION OF THESE ITEMS NCLUDING BUT NOT LIMITED TO: CEILING MOUNTED SMOKE It 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. LIGHT FIXTURE LEGEND kTA—G-T---- LIGHT FIXTURE DESCRIPTION RECESSED DOWN LIGHT (TYPE A) UB-- RECESSED LINEAR DOWNLIGHT (TYPE B) LC RECESSED LINEAR WALL SLOT (TYPE C) LD CYLINDRICAL PENDANT (TYPE D) LE WALL MOUNTED SCONCE (TYPE E) LF LG MONOPOINT PENDANT (TYPE F) DECORATIVE PENDANT (1-2 ENTRY) (TYP LH Ll DECORATIVE PENDANT (1-2 KITCHEN) (TYPE H) DECORATIVE PENDANT (1-2 HUDDLE) (TYPE 1) LJ DECORATIVE PENDANT (1-2 CONFERENCE) (TYPE J) LK �DECORATIVE PENDANT (L4 RECEPTION) (TYPE K) PE L) RCPLEGEND SUPPLY AIR GRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION RETURNAIRGRILLE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION LINEAR FACE MOUNTED CEILING DIFFUSER (USED IN LOBBY, RECEPTION, AND LOUNGE) SIM xx A-XXX CEILING DETAIL I SECTION TAG V'--O" AFF CEILING HEIGHT DESIGNATION PER AREA. WHERE NO HEIGHT IS DESIGNATED, ASSUME 9'-0" GYPSUM BOARD CEILING SUSPENDED ACOUSTIC CEILING PANEL2*X2' L_ACp.�j SUSPENDED ACOUSTIC CEILING PANEL 2- X 8- dlliliil�'idjo M& WOOD SLAT CEILING EXPOSED STRUCTURE F-77/7'71 I"'/ '� , I AREA OUT OF SCOPE RCP NOTES BY NUMBER ALIGN FEATURE LIGHTING OVER FINAL FURNITURE LAYOUT, COORDINATE WITH SUSAN RUDD COI UNDERSIDE OF SOFFIT TO RECEIVE WV-1. PROVIDE WS-1 AND WS-2 AT INTERIOR SIDE OF WINDOWS. C4� PROVIDE WS-1 AT INTERIOR SIDE OF WINDOWS, I —rI \ \Uj CENTER LIGHT ON DOOR Cd� CENTER LIGHT IN SHOWER STALL 7-� NEW SOFFIT, Sl M TO DETAI L 2BIA-61 -01. /-.� 0 NEW SOFFIT. SEE DETAIL 281A-6 1 -0 1. TYP. AT ALL \-O-/ LOCATIONS OF NEW BEYOND WALL, 8 N N L EW EW OCA S S T 0 0 F F 0 F F N IT T S S S OF I M E N E E T D 0 E W D T B E A E T L Y A 2 ON L 2 D B A_ W A 6 A I L I ' ' ' I 1 81 0 L 1 T I L I TU Yp AT ALL ST REMOVE EXISTING LIGHT FIXTURES AND INSTALL NEW LIGHTING. (10) PAINT ENTIRE HARD LID CEILING, P-1. SCO C INSTALL NEW WALL MOUNTED SCONCE, elk W".7, W ", nEOEWEI) CITY OF WKWILA FEB 0 7 2020 PERMIT CENTER I".111,05kol SAS EY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 ETRET REGISTERED CHT T KARA M. A DERSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING 8 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION I 1 02/06/20 Tenant Revisions --IVIARK-J-DAT-E� DESCRIPTION PROGRESS DATE: 02106/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawngs and written material appeanng 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 J"pl 1 � , T'i U111241M I 2 3 4 5 6 7 8 9 10 F D C B A 2 6 Al LOUNGE F-21-1 I Eli WD 1 T TOP, 0' [JGI P PT-1 T 113-1 LOUNGE WD-1 CAFE 202 WD-1 N �// '7 -0 71 T ' T PT-2 PT-1 n22�'YL HUUULt pT-1 z Tj P PT -I RB-1 [ MARKETING CPT-1 OPEN WORKSTATIONS F 213 DI-1 :R CPT-1 4- r PT-1 I RB C 0 DKI WC-1 WD-1 ID-1 -1 I CIPT-1 PT-1 Z� WELLINESS F 219 -1 F T PT-1 REA CPT-1 WC-1 PT Al Fill C PYIPRII IF 223 'LJ777 RT — — ------ — -CPT-1 CPT- WD-1 1/8" = 1 i-T I INTERIOR FINISH PLAN LEGEND ROOM FINISH TAG ROOM NAME NUMBER XXX WALL FINISH XXX WALL BASE FINISH XXX FLOOR FINISH ACCENT FINISH TAG "ROM (THIS TAG OVERRIDES THE FINISH TAG") KEYNOTE ETR XXX MATERIAL TRANSITION TAG MATERIAL PATTERN DIRECTION MATERIAL SEAM WOOD IN PERPENDICULAR DIRECTION t TERRACE i OFFICE OFFICE --j OFFICE --J L-- OFFICE L-' OFFICE OFFICE --j -21-1-1 T 211 F 212 11 1 Do F QK! F qLE PT 1 PT- T- P -1 RB-1 RB-1 RB-1 RB-1 RB-1 R CPT-1 CPT-1 CPT-1 WD j BRARY HUDD U Z�l 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. Z 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, UNO. 4. LEVEL 5 WALL FINISH BEHIND WC-3. 5. PROVIDE MATTE SEALER ON EXPOSED COLUMNS, DOORSIWINDOWS; 1. REFER TO A62-01 FOR DOOR SCHEDULE, FINISHES, TYPES AND DETAILS 2. ALL STOREFRONT FRAMES AND DOORS TO BE ANODIZED BLACK MILLWORK: 1. SEE FINISH PLAN FOR ALL MILLWORK FINISHES 2. SEE SHEET A50-01 FOR MILLWORK DETAILS AND LEGENDS ACCESSORIES. 1. ALL FIRE EXTINGUISHER CABINETS TO BE STAINLESS STEEL INTERIOR FINISH WALL LEGEND WALLPAPER (IN CORRIDOR, OPEN SOO OFFICE, AND WELLNESS ROOM) MIRROR (IN WELLNESS ROOM) PAINT FINISH: MATTE FINISH CEILINGS EGGSHELL FINISH WALLS NOTES BY NUMBER GLOSSFINISH BASE, TRIM, DOORS, HANDRAILS PAINT AND PATCH GYP TO RECEIVE NEW MIRROR AND WALLPAPER. REPAIR AND REPAINT ALL EXISTING BATHROOM PARTITIONS - ELECROSTATIC PAINT, P-1. OM PARTITIONS - ELECRO STAT� P-1 C PAINT,] EXISTING WALL TILE AND FLOOR TILE TO REMAIN. PAINT 7ALL EXISTING GREEN ACCENT TILE, P-1. PAINT ALL WALL SURFACES P-1. A Al W nECERIEn CITY CIVfUlQM#LA FEB 07 2020 PERMIT' CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281,8700 sabey.corn ............ REGISTERED CH KARA M. ERSON I STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila L2���VISION 1 02/06120 Tenant Revisions MARK I DATE DESCRIPTION PROGRESS DATE: 02106/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawng" and written material appearing herein constitute the original and ",published —,k of 11a Sabey Corporation and the same may not be duplicated, used or disclosed Wthout the witten consent of the Sabey Corporation. INTERIOR FINISH PLAN - LEVEL02 1 2 3 4 5 6 7 8 9 10 F E D C B A -Z ICE) - LEVEL 02 FURK T T I � 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 MNEW FURNITURE (OFOI) EXISTING FURNITURE (OFOI) FURNITURE PLAN MOUNTING HEIGHTS COORDINATE CHAIR AND BRACKET LOCATION NTH ACCESSORIES (D- MOUNTED TO BACK SIDE OF DOOR J- BATTERY MARKER BOARD FOLDING CHAIR CLOCK TACK BOARD WALLBRACKET 1z 0 0 uu , M 2= ix u- w MAGAZINE RACK - MR CHART LITERATURE RACK - UR FURNITURE PLAN NOTES BY NUMBER FETY WRI CINSTALL 114'CLARUS GLIDE TEMPERED SAFETY WRITING GLASS WITH SLIDING PA�NELS TO NEWDRYWALL 'SSP INSTALL ALLSTEEL WRITING GLASS PANEL 011 rIECEIVEr) CITY OFTUKWIPLA FEB 0 7 2020 PERMrr CENTER SABEY Architecture 12201 Tukwila Int'Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com Y14REGISTERED �A CH EC IR A M. N SON STA7E OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 ............. R REVIEWED FO I W zo� CODE COMPLIANCE APPROVED MIAR 10 2020 C ty , Tu w I , a ItY Of Tukwila I f III B BUIL I DIVISIO UILDING DIVISION 02/06/20 Tenant Revisions MARK DATE DESCRIPTION PROGRESS DATE: 02/06/20 DRAWN BY: AK CHECKED BY: TS APPROVEDBY: 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 vvithout the written consent of the Sabey Corporation. FURNITURE PLAN - LEVEL 02 FOR REFERENCE ONLY Al 5-01 2 3 4 6 6 7 8 9 10 F E D C B A 5'- Cr 3'- (D- - 1/4" = 11-01, - COAT HOOK -dfti- COAT HOEOK > 71A4Ml BENCH A62 6/A43-01 34 LOCKERS --I j r MIRROR I V PAPERTOWEL DISPENSER MIRROR 4'H X 6W C MIRROR 4'H X 8'W PAPER TOWEL DISPENSER A_OAT E; MIRROR _U 3-01 MIRRORWITI-14" HOOK DEEP SHELF RROR 41A43-01 PAPER TOWEL COAT HOOK -1 5LOCKERS AUG A61 ALIGN COAT HOOK LDISPENSER - ENLARGED LOCKERS1 / SHOWERS/ RESTROOM%( C(LE I -------------------------------- - - ----- -------------- 4 L2 WOMEN'S LOCKER SHOWER ROOM— ) 1/4"-= 1'-0"- ____ E 60 L2 MEN'S LOCKER/ SHOWER 114! = l'-O" T-5 T H A-4 -1-77--: f -7 PROVIDE SS-1 1/4" = 1�_011 �ALT RNATIVE: PROVIDE NEW LIGHTED MiRRORS EASTINGTILE D S SHELF MANINK PANEL — 7 MIRROR PAPER TOWEL DISPENSER rwl 48' PAPER TOWEL DISPENSER rq--� L2 WOMEN'S LOCKER DTA MIRROR(2WX 4'H) WITH 4' DEEP SHELF PT-1 - ----------- - N N PT-1 qL2 WOMEN'S LOCKER RM_ _L ) 114' =I 1-01, TERNATIVEi PROVIDE NEW UGHTED MIRRORS PROVIDE SS-1 SHELF AND I I L_t_�SSA LF �Wvl SINK PANEL (:0) L L2 MEN'S RESTROOM ---------- 1114 /4" = 1�_W Z� a 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 WALLAND PROJECTING OBJECTS BELOW AND AT ENDS SHALL BE 1112' 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. NEW FIXTURES SPEC& 1. MIRROR - BRISTOL WALL MIRROR, AGED STEEL, W X 36' (EXISTING RESTROOMS) 2. FAUCET - KOHLER K-144024A-BL, PURIST SINGLE HANDLE FAUCET, BLACK. 3. SOAP DISPENSER - KOHLER, K1995-BL. 4. SINK - KOHLER, K-2330, KATHRYN, WHITE UNDER MOUNT SINK, 5 PAPER TOWEUTRASH - BOBRICK, B-43944. 6 VANITY LIGHT - YOUNG HOUDE LOVER BUBBLE VANITY LIGHT, BS18002 BW. 7. TOILET - KOHLER, K4325, KINGSTON, WHITE FLUSHOMETER BOWL (LOCKER). 8 * SEAT COVER DISPENER - BOBRICK, B-221, SURFACE MOUNTED (LOCKER). 9. TOILET TISSUE DISPENSER - BOBRICK, B4288, SURFACE MOUNTED (LOCKER). 10. GRAB BARS - BOBRICK B-5806,18', 36'AND 42', SATIN (LOCKER), Q U I E T R 0 0 M___ 1/4" = 11-01, no w, < z:1 TOILET ACCESSORIES LEGEND & MOUNTING HEIGHTS REACH RANGE RRI TO OPERATION RR: 5 48"AFF WHERE < 20" COUNTER DEPTH RR::5 441 AFF WHERE 20"-26' COUNTER DEPTH RR: 24'44"AFF WHERE NO COUNTERTOP 4' MAX DEPTH z r RPT RED RED SURFACE SURFACE TOILET REC RED PAPER PAPER MTD MTD PARTITION SANITARY SANITARY TOWEL TOWEL PAPER PAPER SANITARY NAPKIN NAPKIN DISP DISP & DISP TOWEL TOWEL NAPKIN DISPOSAL RECEPT DISP DISP DISPOSAL 54'MIN. 39-41-TO N\ OF GRAB "MAX. 36"MIN, 2C MIN., MIN. 24"MI z f SO TOILETTISSUE SURFACE MTD HOLDER SOAP DISP GRAB BAR BACK LENGTHS ARE WALL � TO� ' 1�6" MOUNTING HEIGHTS ARE FLOOR FINISH TO TOP OF GRAB BAR, UNO, 24� 3V TWO WALL GRAB BAR @ 36' ACC 36"X36" 42' SHR REP PLAN FOR LENGTH 18"VERT, REP TO INTERIOR ELEVATIONS WHEN SPACE IS NOT ACCESSIBLE 16 0 0 Z IV F G, CUSTOM FRAMED 3�WALL GRAB BAR MIRROR, @ ACC 30'X60' 90, SURFACE MTD SHR W/O SEAT GRAB ROBE HOOK 24'X36' FRAMED 3-WALL GRAB BAR BAR MIRROR, @ ACC 30'X48- SHR (?X?) k� IFRAMED MIRROR W/ SHELF 2,V'X36. MIRRORED TOWELBARSEE SHR CURTAIN GLASS (GL-9) INTERIOR ROD SEE INTERIOR ELEVATIONS FOR ELEVATIONS LENGTH FOR MTG HT & SIZE 54' �2 z 'z w Z 0 0 Z 2 FOLDING SHR COAT RACK TOWEL & SURFACE MTD SEAT ROSE HOOK TOILET SEAT COVER DISP &'MAXI, , __t .min �1 i\ �42 G-1 nECEIVEn TOE KNEE CLEARANCE CITY OF TUMVILA CU= PACE WHERE REQUIRED FEB G7 2020 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corn 6194 REGISTERED RC I E M. ERSON OF WASHINGTON SABEY HEADQUARTERS RE111"MIOVATION SECO111MID FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 ERE EWED FOR REV' WED CODE ZMPL.FIANCE APPROVED MAR 10 2020 C y T, wila City of Tukwila it of UIL I IVI] SIO BUILDING DIVISION 1 02/06/20 Tenant Revisions MARK DATE DESCRIPTION PROGRESS DATE: 02106/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Ali drawings ana written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed Without the written consent of the Sabey Corporation. ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS 1 2 3 4 5 6 7 8 9 10 F E DIN I DW KITCHEN EL 1/4" = 1 1-0" 1 P E,SSO=--' INS AIVI I---f-H -----�CABINET FOR��--- -E 5-1--l-Ei F- -1 S1 L M.W L M.W INET Sim ICE MAKER Z--� y- 64 (� C= Wv-1 F-1 86"TV 86'TV WC-21WC-3 OPEN'TO L-2 OPEN 10 BEYC NO SS-1 L'i I OPEN TO BEYOND BEYOND OPEN TO YOND Y, OPEN BEYOND -8 LI L LL-22'; =WV1 .......... 30 3- 4.1 —1-6. 1 M 20- - 0" 5. �D 24"D 24 14'. 3" 8'- 5� a - 5' r—PT-1- D LEVEL 02 BOOKCASE TYP. CONF ROOM 1/4" = V-1)" 1 1/4" = 1 -4- 1 C d 3)TORAGE AND FIREPLACE - SOUTH 1/4" = V-13" I (1-1� �MAR�KETIN�GPR�ESE�NTAT_ION WNALI Al An 16'- 9' r---CLARUS SLIDING PANELS I— — --------- TYP CONF ROOM SIDE WALL 1/4" = V-13" I INTERIOR ELEVATION LEGEND OWNER FURNISHED ITEM/ EQUIPMENT CONTRACTOR FURNISHED ITEM/ EQUIPMENT GABINETTYPE zh (REF A50-01 SERIES FOR DESCRIPTIONS) CABINET WIDTH (INCHES) CABINETHEIGHT (INCHES) EQUIPMENTTAG a 02 OFFICE COPY PRINT - NORTH LEVEL 02 OFFICE COPY PRINT - SOUTH MARKETING CONF ROOM (WLEVEL 02 LOBBY 1 1/4"=V-0" 1 tj 1W = 1'-0` 1 1/4" = 1 --0'1 1 114" = V-0.1 WV-1 6 - 0" TYR LEVEL 02 - SDC HALLWAY 1/4" = 1 '-0" - -------------------------------- /�LLGRIPIIII /—WAILGIAPIICS—/ INTERIOR ELEVATION %3r-1'4r-1XML FIV I r-O 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 Q) SABEY TO PROVIDE 11" X 17" PLASTER HANDS ���PROV�IDEVENTING �FOR AN �EQUIPM�ENT� nEC-EIVEn CITY OFTUIMLA 1B 0 7 20 PEFIFAIT CE 20 'ITER Al SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6 94 4REGISTER C �ED C K m So ARA A RSON STATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 —056-1 UREVIEWED :OR F AN CODE COM2 ICE IANC APPROVED �PL D MAR 10 2020 CitY of Tukwila BUILDING DIVIi SIONE 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 vothou, the mitten consent of the Sabey Corporation. INTERIOR ELEVATIONS 1 2 3 4 5 6 7 8 9 10 F E D C B A DEPTH TO MATCH ADJACENT BASE CASEWORK u BACK PANEL ADJUSTABLE SHELVES CROWAVE OORDINATE -ECTRICAL) PLASTIC LAMINATE CLAD DOOR ADJUSTABLE SHELVES MOUNTING RAIL WOOD BLOCKING F A * — ------------------------- FULL HEIGHT CAB w FULL HEIGHT STORAGE u f 11/2" 1 '-0' 11/2" 1 '-0" ,HEDULED FINISH APPLIES ALL EXPOSED SURFACES DJUSTABLE SHELF, TYP VALANCE UNDER CABINET LIGHT WHERE SHOWN ON RCP AND/OR INTERIOR ELEVATION z 0 i'8 w a 0 FIXED SHELF FOR uFPLK 6 1 oR.AuE x z BACK PANEL BAR FOR COATS PLASTIC LAMINATE CLAD DOOR z 0 AOUNTING WIL VOOD iLOCKING z BACKSPLASH - SEE ELEV FOR MATERIAL SIDESPLASH BEYOND, TYPICAL NK WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA-FORMAUDEHYDE FREE) INSULATE PIPES ENSURE KNEE CLEARANCE COMPLIES WITH ACCESSIBILITY REQUIREMENTS AT SINK, ATTACH RLAM CABINET BASE TO DOOR& ENSURE SWING CLEARS FLOORING FINISHED FLOORING BACKSPLASH - SEE ELEVATION FOR MATERIAL 25"UNO SIDESPLASH BEYOND, 11 T SCRIBE TO WALL TYPICAL t PLASTIC LAMINATE FINISH, TYPICAL 3/4. SUPPORT PANEL BEYOND BACKSPLASH - SEE - ------- ELEVATION FOR MATERIAL SIDESPLASH BEYOND, 25'UNO TYPICAL FULL EXTENSION GLIDES z2 — HEAVY DUTY HANG ROD !;E WITH END BRACKETS. PROVIDE SCRIBE AT TOP FINISH SHALL BE BRUSHED OF EQUIPMENT IF GAP IS 1/2' OR LARGER < STAINLESS STEEL, PROVIDE 0 INTERMEDIATE SUPPORTS < AS REQUIRED. WHITE MELAMINE TYI �ICAL FINISH SIDE PANEL BEYOND AT INTERIOR SURFACES z (UREA -FORMALDEHYDE 2 FREE) !tE I I -------------- - - — - w FINISHED FLOOR PROVIDE CUTOUT FOR PLASTIC LAMINATE CLAD ELECTRICAL OUTLET IF PULL-OUT TRASH DRAWER APPLICABLE WITH SOFT CLOSE Lu L MECHANISM SCHEDULED EQUIPMENT PLASTIC LAMINATE BASE OATCLOSET SHELF SCRIBED TO FLOOR (�C) FINISHEDFLO -CONTINU OR 1 112"=14' UNDEREQUIPMENT FINISHED FLOOR �KITQ�HEN TRASH H_ COUNTER WITH EQUIP 411'/ 2�� - 0 ' ' ' EVATION FOR MATERIAL )ESPLASH BEYOND, PICAL IRE MELAMINE TYPICAL I NTERIOR SURFACES 'EA -FORMALDEHYDE EE) "ADJUSTABLE SHELF SHELF CLIPS, TYPICAL 0 0 kSTIC LAMINATE CLAD ,OR/ DRAWERS kSTIC LAMINATE BASE RIBED TO FLOOR IISHED FLOOR 11/2 =l -O -'-,KSPLASH - SEE NATION FOR MATERIAL ESPLASH BEYOND, �ICAL ITE MELAMINE TYPICAL INTERIOR SURFACES EA FORMALDEHYDE -E)_ 6TIC LAMINATE CLAD NWERS 6TIC LAMINATE BASE RIBED TO FLOOR FINISHED FLOOR �n� �BASiEQOUBLE DOORS BASE THREE DRAWERS 11/2" 1 �4' 11/2" 1 '4' BACKSPLASH - SEE ELEV FOR MATERIAL 25' SIDESPLASH BEYOND, GYPSUM BOARD SOFFIT TYPICAL t-T-) BASE AT SINK OPEN SHELVING rr COPY PRINT TRASH 11/2" = 1'-0" 1 11/2" = T-0" VC 11/2" = 1'-0" WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA - FORMALDEHYDE FREE) STAINLESS STEEL CHUTE BACK PANEL — TRASHIRECYCLE BlN ATTACH RLAM CABINET BASE To DOOR & ENSURE SWING CLEARS FLOORING FINISHED FLOORING PLASTIC LAMINATE - CLAD SCRIBE WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) ADJUSTABLE SHELF, TYP HARDWARE NOTE: ALL KITCHEN CABINET HARDWARE TO BE: HAFELE, STUDIO COLLECTION, COLOR: BLACK MATT, ITEM NO. 110.34.306 ou ou 0 PLASTIC LAMINATE -CLAD VALANCE L MCFIV ED CITY 0F"fUK%%LA UNDER CABINET LIGHT WHERE SHOWN ON RCP FEB 07 2020 ANDIOR INTERIOR ELEVATION PERMIT CENTER WALL CABINET SECTION SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206281.8700 sabey-com - ------ 4619%4 REGISTERED C C F'A C KARA M ' WASHI E SON STATE 0 NGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED IF R RE E D F6_R P"ANCE VIED 2020 wila M j 0 V' � CODE COMPLIANCE P APPROVED MAR 10 2020 C t CItY of Tukwila i [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 drawngs and written material appearing herein constitute the original and unpublished work ofthe Sabey Corporation and the same may not be duplicated, used or disclosed viiihout the witten consent of the Sabey Corporation. ARCHITECTURAL WOODWORK DETAILS '�j 1 2 3 4 5 6 7 8 9 10 E F E D C B A BOOKSHELF SE Box HEADER RETURN TO STRUCTURE (PT-1) WV-11 CLAD TOP PIECE A, M-1 AT ALL INTERIOR FACES OF BOOKCASE WV-11 CLAD SHELVES (ALL FACES) PROVIDE LIGHTING AT UNDERSIDE OF SHELVING FOR DISPLAY SHELVES (TYP.) WV-1 CLAD BASE PLATFORM WOOD BASE FIREPLACE SECTI R RETURN TO (PT-1) 1AD TOP PIECE LADDING FULL HEIGHT CABINE" SEE A50-01 FOR DETA )F CASEWORK BEYOND BASE PLATFORM E 11-0" HEADER RETURN TO JCTURE (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 ITIAV I COORDINATE LOCATION OF ELECTRICAL FOR SCREENS WITH ITIAV I WV-1 WRAPS OPENING AT SIDES I )D BASE nECE11V51) CITY OF TUMMLA FL13 07 2020 PERMIT' CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com --------------- - ----------- REGISTERED TECT 6194 —:CH17 REGISTERED C �AAI M. RSON STATE 0 GTON F WASHIN SABEY HEADQUARTERS REINIOVATION SECOINID FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 FREVIEWED FOR CODE COMPLIANCE I APPROVED : E 11 MAR 10 2020 CitY Of Tukwila B BUIL I IVIt UILDING DIVISION I 1 02/06120 Tenant Revisions VAIRXK�TE � -DES-CRIPTION PROGRESS DATE: 02/06/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All draWngs and written material appearing herein constitute the original and unpublished work at the Sabey Corporation and the same may not be duplicated, used or disclosed Mthout the written consent of the Sabey Corporation. 1 2 3 4 5 6 7 8 9 10 F E D C B A REFER TO ELEVATIONS FOR COUNTERTOP MATERIAL MITERED CORNER FOR FACE OF CABINET SOLID SURFACE 0'- 2 I/iF— Z COUNTEROPS rPEN11EE FINISH END PANEL SPACE 4z PLASTIC LAMINATE FACE OF CABINET CLAD CORNER N= REFER TO FINISH PLANS FOR COUNTERTOP DRAWER/ FILLER MATERIAL DOOR PULL CABINET END PANEL FINISH END PANEL rn--� INSIDE CORNER �� 11/2" = 1'4' 11/2" = 1'.0- BOX HEADER RETURN TO STRUCTURE FT-1) WV-1 CLAD TOP PIECE WV-1 WRAPS OPENING AT SIDES WV-11 OR WC AT BACK PANEL 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 FACE OF CABINET DOOR Eo 314"WIDE MIN WATERPROOF MOP -0'- 3 11�` 'q t� SCHEDULEDT BASE VARIES SOLID SURFACE EDGE ON 2 LAYERS OF 314" SUBSTRATE c-441 -1 1116" EASED EDGE -0'- 0 3/4* PLASTIC LAMINATE FINISH AT KNEE SPACE FACE OF CABINET CONDITIONS NOTE: REFER TO FINISH PLANS FOR COUNTERTOP WATERIAL PLASTIC LAMINATE EDGE ON 2 LAYERS OF 3/4"SUBSTRATE VARIES VARIES ---)-> PLASTIC LAMINATE FINISH FACE OF CABINET AT KNEE SPACE CONDITIONS NM REFER TO FINISH PLANS FOR COUNTERTOP MATERIAL TOE KICK SOLID SURFACE PLASTIC LAMINATE 11/2" = 1 '-0" 1112" =I 1-01, 11/2" = 1'4' KITCHEN SECTION 1112" = 1 �4' WC SINK SECTION DETAIL 1 1/2"= 11-01, nEC-FIVEn CITY 0j: TUMVIL FEB 07 2020 PERM1717 CENTER S omrak ABEY Architecture 12201 Tukwila Int' Blvd -4th Floor Seattle, WA 98168 206.281.8700 sabey.com --- — — -------- 6194 REGISTERED A C1 KARA M. Ak N AN ERSON STATE OF WASS 'NGTOINI SABEY HEADQUARTERS RE1111111OVATION SECOND FLOOR INTERGATE,VVEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 EREVIEWED FOR W 0 CODE COMPLI/ANCE APPROVED MAR 10 2020 City Tu wila city of Tukwila of UILD I IVI] SIC 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 draviings and -iften material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed vAthout the wriden consent of the Sabey Corporation. 1 2 4 5 6 7 8 9 10 F E 10 A (SCHEMATIC) STRUCTURE (2) 12 GAGE WIRES AT 4'-g'OC MAX ALONG PARTITION ALL aRES TWISTED 3\TIM 4" MAX PARTITION AT1 ATEACH CLIP AT 4'-Y'O( ATTACHMENT ACOUSTICAL CEILING FOAM TAPE TO PLUG GAPS AT SUSPENSION iMdK_,20 -GAGE MINIMUM, PAINT FLAT BLACK STRUCTURE PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM (WITH TEGULAR-EDGED TILES) Y 1-4- 1 < �i - oc < 0 0 < 0 R� t� R I w .0 1 :'Uo- 0 0 < < METAL STUDS (PER ]CC ES REPORT ESR-3064P), MAXIMUM HEIGHT 20'-Y' FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENER$: AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): PROVIDE (2) NO 8 X V WOOD SCREWS AT 2,V'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 o.i5r'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 ATTACHMENT OF SPLAY WIRES TO STRUCTURE ATSTEELSTRUCTURE: 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 MANUFACTURERS CLIP, FASTENED TO CONCRETE WTH (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. 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 3W DEFLECTION. MAINTAIN DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 314" SHORT TO ALLOW 314'DEFLECTIO 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 INSTALLATIO OF TRACK OR STRAPS AT PARTITIONS NTH ACOUSTICAL INSULATION, INSTALL GYPSUM BOARD 2" SHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT JOINT NEEDED TO ACHIEVE 314" DEFLECTION ACOUSTICAL CASING BEAD WHERE EXPOSED TO SEALANTAND SE SMIC DESIGN CATEGORY A AND B: VIEW, TYPICAL BOND BREAKER STEEL -ONLY DECK: TAPE NO 8 SCREWS AT 16" OC VWIDE PLATE (20 GAGE CASING BEAD, TYP OR MINIM UM) AT 48" MAXIM U M OC WHERE NECESSARY STEEL AND CONCRETE DECK: HILTI X-U 0.157" DIAMETER , FOR POWDER -ACTUATED FASTENERS AT PARTITION ATTACHMENT 24" OC, EMBED 314" PER ESR-2269 FASTEN TRACK TO PLATE WITH SEISMIC DESIGN CATEGORYC, D, E, AND (3) NO 8 SCREWS AT 48" MAXIMUM F: OC STEEL -ONLY DECK: FASTEN PLATE TO STEEL -ONLY DECK ND 10 SCREWS AT 12" OC WITH (2) NO 8 SCREWS EACH END OF OR PLATE STEEL AND CONCRETE DECK:. OR HILTI X-U 0.157" DIAMETER TO STEEL AND CONCRETE DECK WITH POWDER -ACTUATED FASTENERS AT (2) HILT[ X-U 0. 157" DIAMETER 18` OC, EMBED 3/4" PER ESR-2269 POWDER -ACTUATED FASTENERS, ACOUSTICAL NON -ACOUSTICAL EMBED 3/4!', MIN 4'SPACING PER ESR-2269 PARTITION, TYP PARTITION, D2, PARTITION PERPENDICULAR TO FLUTES (D PART11ION OFFSETAND PARALLEL TO FLUTES 0 PARTITION BETWEEN PARALLEL FLUTES IFFIREPROOFING IS REQUIRED FOR FLOOR ASSEMBLY RATING, PLACE ANCHORS FIRST OR REMOVE& PATCH FIREPROOFING AS REQUIRED STRUCTURAL CONCRETE MIN 250 LB SLAB MIN 90 LB ALLOWABLE LOAD ALLOWABLE LOAD 1, MIN. rl 4- 0.157'DIAPOWER ACTUATED FASTENER MIN 3/8" X 2.25" 12 GA. x 3/4"W STL EXPANSION BOLT CEILING CLIP 1 112� X 11/2" 12 GA. CEIL NG CLIP 12 GA. HANGER WIRE - BRACING WIRE: 12 GA. TIE TO CLIP W1 3 PTN-TO-FLR CONNECTION FOR SEISMIC SITUATIONS SPLAYED BRACE TIGHT TURNS WITHIN WIRE - TIE TO STRAP 3' W/ 3 TIGHT TURNS REFERENCES WITHIN 3" EQ EQ ASTM E 580 5.2.7 & 5.2.8.3 SPRINKLER HEAD, SPEAKER, SENSOR, ETC,(WHEN OCCURS) LIGHT FIXTURE CL EQ EQ V REFERENCE ASTM E 580 5.2.8 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 TILE WITH LIGHT AND SPRINKLER HEAD RECT 1 L A, Tr� O�E �RIAA L IF tMR C �E_IBI R A I AM I N IG- U I I �11: I 3" 11-T 4. STRUT CONNECTION TO TIMBER 3. STRUT CONNECTION TO STRUCTURAL STEEL 2. STRUT CONNECTION TO CONCRETE OVER METAL DE4CK 1. STRUT CONNECTION TO CONCRETE SLAB #10 SIMS EACH SIDE AT LAP 0!_05E Y - 2" M qA-X. V MAX, 'MAX. L' J REFERENCE ASTM E 580 5Z.7 COMPRESSION STRUT AT RUNNER 3' 11-01. 114" 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 30THICK STEEL. TENSILE STRENGTH Fu=58ksi: TENSION 250, SHEAR 250 CUTFLANGESAND BEND #10 SMS EACH SIDE AT LAP (2) 3/8' EXPANSION ANCHOR 2-114- LONG FOR NOMINAL 2' EMBEDMENT. LOADS (EA) IN NORMAL WEIGHT CONCRETE fe 3000 psi: TENSION 961 LB, SHEAR 1020LB MIN 20 GA STEEL DECK L 1-1/2 X 1-1/2 X 12 GA OR 162TI25-16 (2) #10 S.M.S 0 318" EXPANSION ANCHOR 2-1/4" LONG. MIN LOADS: TENSION 604LB SHEAR 747LB CUT FLANGES AND BEND COMPRESSION STRUT BY 400SI37-33 (20 GA) STUD TO 8FT OPTIONAL COMPRESSION STRUT 11/4' EMT (MIN. 0.06V 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) 1W DIA. MACHINE BOLT, TYR CEILING TILE nECEIVED CITY OF: TUMVILA FEB 07 2020 PERMIT CENTER SASEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206-281.8700 sabey.com 61.114, REGISTEWRED C C T R T 4�;E So KARA M. A ERSON STATE OF WASHINrTON SABEY HEADQUARTERS RENOVATIO114 SECOIRMID FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA lNrL BLVD, SUITE 201 TUKWILA, WA 98168 Qman M �DL _P1 KEI APPROVED MAR 10 2020 ED ""N"V j 1AR 10 2020 ty f Tukwila CRY Of Tukwila I IVISI UILD NG D ON LB ON 1 02106/20 Tenant Revisions MARK DATE DESCRIPTION PROGRESS DATE: 02106/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished mrk of the Sabey Corporation and the same may not be duplicated, used or disclosed Wthout the written consent of the Sabey Corporation. TYPICAL SUSPENDED CEILING DETAILS 3 4 6 9 10 C B A CONTINUOUS PERIMETER MOLDING FOR SEISMIC ZONE CATEGORIES D, E, F; DETAIL ILLUSTRATES PROPRIETARY ATTACHMENT INSTALL ATTACHED OR UNATTACHED PARALLEL TO APC MAIN WALL SIDES OF SIMILAR ATTACHMENT fSEEP 1' __F� — 20 GA STUD BRACE TO STRUCTURE EVERY4�-O"O.C. ATTACH TO STRUCTURE ABOVE PER A21- STUD GYPSUM WALLBOARD 2'X2"LIGHTGAGE FRAMINGANGLE DRYWALL SOFFIT ACT CEILING VGYPBD�l T " SEE 1CP SUSPENDED CEILING TRANSITION ACT TO GYP SOFFIT 3"=V-0" CEILING EDGE Ix— MOLDING SCREW ATTACH TO ONE SIDE ONLY WIRE HANGER 7 7 CEILING METAL SUSPENSION SYSTEM ACT TO GYP CEILING REFERENCE ASTM E 580 5.3.3 �011W REFERENCES ASTM E 580 5.2.6 DRYWALL SOFFIT ACOUSITICAL CEILING REFERENCE ASTM E 580 5.2.9 Ti 11-01, AIN RUNNER ROSS RUNNER GA. PRIMARY HANGER WIRE 4-V O.C. IN BOTH DIRECTIONS GHT FIXTURE, HVAC DEVICE, -CESS PANEL, WHERE OCCURS GA. SLACK WIRE AT OPPOSITE DRNERS OF LIGHT FIXTURE, HVAG EVICE, ACCESS PANEL FROM AMPING DEVICE TO STRUCTURE 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 U GHT F IXTURE, HVAC DEVICE, ACCESS PANEL AT CORNERS UNSUPPORTED BY MAIN RUNNER Q 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 0 SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS< 16LB/FT 2X2 ONE SIDE/MAIN RUNNER SUPPHANGER (�3 �314" REFERENCE ASTM E 580 5.2.8.5 :-CT HUNG SPRI 3" V-0" A V P OPRIETARY SEISMIC CLIP SYSTEM ATTACH THROUGH SLOT Y - 8"MAX� WIRE HANGER SE - E -- N - OTE NO. 1 BELOW MAIN OR CROSS RUNNER ACOUSTICAL PANEL AIN RUNNER HANGER WIRE CEILING EDGE MOLDING "PPLEMENTAL HANGER WIRE FACE OF FINISH FETY WIRE (SLACK) Ll -- V ASTM E 580 53L3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LBIFT EDGE TO WIRE HANGER - 8"MAX HANGER WIRE- SUPPORT EACH MAIN OR CROSS RUNNER INDEPENDENTLY MAIN OR GROSS RUNNER �IES - SEE RCP ADJACENT CEILING OR SOFFIT CONDITION I EXTRUDED ALUMINUM CLOUD PERIMETER TRIM MAIN OR GROSS RUNNER ACOUSTICAL PANEL 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 Y ACOUSTIC 1.1 MIN. PANEL ------ ------ J_ ----------------------- OVERSIZE RING, SLEEVE OR ADAPTER TOALLOWA MINIMUM OF V OF FREE MOVEMENT ALL AROUND SPRINKLER HEAD STABILIZATION SHALL OCCUR WITHIN 24" MAX OF EACH WALL 1. OR W1 IN 1/4 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT RED WHEN LENGTH OF END RUNNER IS 8' OF LESS REFERENCES ASTM E 580 5.2.5 FIGURE 6 & 5.2.6 PERIMETER UNATTACHED 3" 11-01, WIRE HANGER AIN RUNNER ROSS RUNNER ? GA. PRIMARY HANGER WIRE AT -O'O.C. IN BOTH DIRECTIONS GHT FIXTURE, HVAC DEVICE, CCESS PANEL, WHERE CCURS GA, SUPPLEMENTAL HANGER fIRE AT LIGHT FIXTURE, HVAC EVICE, ACCESS PANEL AT ORNERS UNSUPPORTED BY MAIN ANGER ? GA SLACK WIRE AT OPPOSITE ORNERS OF UGHT FIXTURE, VAC DEVICE, ACCESS PANEL ROM CLAMPING DEVICE TO TRUCTURE 9 MAIN RUNNER HANGER WIRE 0 SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) REFERENCE ASTM E 580 5.3.3 FOR USE WHEN GROSS RUNNER CARRYING CAPABILITY IS < 16LB/FT ASTM E 580 5.3.3 V4314SUPPHANGER 2X4/TO MAIN RUNNER 011 " 1 4� - 0" M ........................ . . I i C 1 4' U A 0 1� U P 15 1: C D C 1— M 0 S 1 A S REFERENCE ASTM E 580 5.3.3 IN RUNNER DSS RUNNER GA. PRIMARY HANGER WIRE AT YO�C� IN BOTH DIRECTIONS ;HT FIXTURE, HVAC DEVICE, CESS PANEL, WHERE ;CURS GA. SUPPLEMENTAL HANGER WIRE ;HT FIXTURE, HVAC DEVICE, ACCESS NEL AT ALL CORNERS UNSUPPORTED MAIN HANGER GA. SLACK WIRE AT OPPOSITE )RNERS 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 < 16LBIFT SEISMIC STABILIZER BAR OR MECHANICALLY CONNECTED CROSS RUNNER MAIN OR CROSS RUNNER ro SU DD SIZE ANY LOCATION ACOUSTICAL PANEL CEILING EDGE MOLDING FACE OF FINISH nEC-EIVED CITY OF WIMVILA FEB 07 2920 PERMIT CENTER SABEY Architecture 12201 TukMIa Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corn 6194 — t--- REGISTERED N I R I S T 0 CA '94 RC III K R�A M. AN ERSON ATE OF WASHINGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 7CODEREVIEWEED F0 �p I COMPLIANCE APMCIVED' MAR 10 2020 City of Tukwila I BUILDING DIViSION 1 02/06/20 Tenant Revisions MARK DATE DESCRIPTION PROGRESS DATE: 02106/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the ginal and unpublished work of the Sabey Corporation andorhie same may not be duplicated, used or disclosed with tout the written consent of the Sabey Corporation. TYPICAL SUSPENDED CEILING DETAILS - DIRECT HUNG 1141 Ti L I= I 2 3 4 6 6 7 8 9 10 z An D C PE A\ A GLASS STOREFRONT PANELS BY OTHERS Al POLYCARBONATE TRIM, GLASS TO GLASS JUNCTION fATYPICAL BUTT JOINT AT INTERIOR GLASS PARTITION � 3" =I 141 3" = 114� ALUMINUM FRAMED GLASS STOREFRONT BY OTHERS. ANODIZED BLACK FINISH SCHEDULED FLOOR FINISH ALUMINUM FRAMED GLASS STOREFRONT RB-I BEYOND CORRIDOR BY OTHERS F—W—I'A 0 -- --- ------ OFFICE INTERIOR, PARTITION PER RB-1 BEYOND = "A TYPICAL JAMB �� INTERIOR GLASS PARTITION 3" = 11,01, CEILING PER PLAN 3" = 1.41 AS ATMI BRACE TO STRUCTURE ON NON -EXPOSED SIDE AS REQUIRED PARTITION PER PLAN COORDINATE HEIGHT WITH GLASS SUPPLIER � //1\ CORNER BEADING ALUMINUM FRAMED GLASS STOREFRONT BY OTHERS N 5/8" GYP SO, I LAYER EA SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS 5/9" GYP BD-2 LAYERS BD. EACH SIDE WITH OVERLAPPING JOINTS. SEAL OUTER LAYERS WITH ACOUSTICAL CAULK, STEEL STUDS STAGGERED SOUND ATTENUATION BLANKET WHERE SCHEDULED B 6' STEEL STUD TRACK r NOTE: USE PUTTY PADS ON ALL BOXES AND OUTLETS IN WALL SYSTEM BI 0 0 U U B2 B3 B4 B5_ - B6 - B7 138� - �5 - TO STRUCTURE ABOVE (1340 53 (B50�- I-HR RATED WITH GYP BD (B20�- 51 (830 42 42 (860','- 53 (�SB7�0, (138 54, NON -RATED WITH GYP BD (Bll)- 41 (1321 - 51 (1331)- 42 (B41 53 (B51 - 42 (B61 53 71 �14 (B81 54 TO STRUCTURE ABOVE — (822 - 352 862 (1392 NON -RATED WITH GYP BD (B 1 2�- (B32>- (842)- (1 TO 6"ABOVE CEILING NON -RATED WITH STUDS & GYP BD TO FINISHED CEILING (it 3)- (B23)- (838)- CB53)- C963)-1 (373)- 1 PARTIAL HEIGHT PARTITION. SEE FLOOR (Bt�4 (B2 PLANS FOR HEIGHTS. — _4)- 1 (834 STUD SIZE 2 1/2' 2 112" 3 5/8' 3 5/8" 4- 4' 6� 6" BASIC PARTITION THICKNESS 4 3/8" 4 3/8" 5 112" 5 112" 5 7/8" 5 718" 8 1/2" 8 1/2' ACOUSTICAL INSULATION - YES - YES - YES - YESj E TEST NUMBER (WHERE APPLICABLE) UL DES UL DES UL DES UL DES UU4DES UL DES -S FIR 65 UL DE U494 U465 U465 U465 465 U465 50 GYP ED, 2 LAYERS WITH OVERLAPPING JOINTS. SEAL 01 V OUTER LAYERS WITH ACOUSTICAL CAULK. NEW STEEL STUD — FRAMING V FROM EXISTING STEEL STUD 7� EXISTING WALL NEW SOUND ATTENUATION 5-� SOUND ATTENUATION BLANKET IN EXISTING FRAMING BLANKET IN NEW C FRAMING REMOVE EXISTING GYP. BD. FROM EXISTING WALL NOTE: USE PUTTY PADS ON ALL BOXES AND OUTLETS IN WALL SYSTEM I C2 C� 155 C4_ 1.2 C5L Iz t'z dL C8- ;5 TO STRUCTURE ABOVE 2-HR RATED WITH GYP SO Clo 49 (C20)--' 55 (C30 48 (&O�-- 57 (C!50�- 48 (C60�- 57 �'�O (C80)- 58 NON RATED WITH GYP BD 49 rC21_�- 55 (�� 48 (�� 57 (��. 48 ((361�--- 57, (F71 - fib 58 To ;TRU'TURE ABOVE (Cll� STUD SIZE 2 1/2" 2 1/2" 3 5/8' 3 518" 4- 4- T 6" BASIC PARTITION THICKNESS 5" 5" 61/8, 6 1/8" 6 1/2" 6 1/2" 8 1/2' 8 1/2" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) ULDES U411 UL DES UL DES UL DE _T UL DES UL DES UL DES UL DES U411 U411 U411S U411 U411 U411 U411 "A SAnSEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281�8700 sabey.corn ,�6 1�1 14, FREG1:STERED C a C 11 T] R 11 T I �V�ARC�� �N $I E ERRS N N SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 FREVIEWED FOR CODE COMPLIANCE APPROVED M) 10 2020 C City ity of Tukwila UIL I BUILDING DIVISION 1 02/06/20 Tenant Revisions MAIRK[ DATE DESCRIPTION PROGRESS DATE: 02/06/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: 5/8" GYP BD, 1 LAYER ON SYMBOL SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED METAL FLAT STRAP BASIC PARTITION THICKNES LATERALBRACING AS REQUIRED Al 0 0 tD3- D4 M_ DB� �2 U I Iz DI D2 0 W W 10 D3� �D7 D8 D9_ D31 TO STRUCTURE ABOVE 30 k6 (_D61 - 3& 31 I(-D91)--126 NON -RATED WITH GYP BD (D -1)- 27 29 2 7 (64 NON -RATED WITH GYP BD CD3-2)- D-4-2 'j(D92)-- I TO CD12)- (622�- CD5�2)- D62 D72 rDB2)- TABOVE CEILING W_ — , — TO FINISHED CEILING CD53)- D83 CD93)- NON-RATED WITH STUDS & GYP SO CD23)- (D33)-' C043)- STUD SIZE 2 1/2' 2 1/2" 3 5/8" 3 5/8" 4- 4� 61 6. 1 112" BASIC PARTITION THICKNESS 3 118" 3 1/8" 4 1/4' 4 114" 4 5/8" 4 5/8" 6 518" 6 518' 2 1/8' ACOUSTICAL INSULATION - YES I - 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. NOTALL PARTITION TYPES SHOWN ARE USED, PARTITION TYPE G (AS SHOWN ON PLTAANS 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 314"BELOW CEILING RUNNER (TOP TRAM TO ALLOW FOR VERTICAL D T 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. T 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 ACOLISTICAL(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 1 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 6IA61-50 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#. All drawings and riften material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation, INTERIOR PARTITION DETAILS 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 00 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" - 112". nECEIVED CITY OF TUKWILA FEB 0 7 2020 010� WOU-1 PERMIT CENTER 0 0 At A2 A3 01 A4 !vi 1;3 - A5� A6_ �5 A7 101 10. 101 A8 �2 I-HR RATED WITH GYP BD 46 40 47 Ab 1(�§�,,47� 686 48 TO STRUCTURE ABOVE — NON -RATED WITH GYP BD CAI 1'> - �9 (A21)- 46 40 (A-4 1-)-' 47 (A51 40 47 (A7i)--, 40 48 TO STRUCTURE ABOVE NON.RATED WITH GYP ED TO 6"ABOVE CEILING CAl-2)- (A72).. (AI53�- (A73)- (A8-3)- NON-RATED WITH STUDS & GYP ED (A (A (A4 TO FINISHED CEILING (AI3)- 23)-- 33)-- 3 PARTIAL HEIGHT PARTITION. SEE FLOOR (-Al-4) _ PLANS FOR HEIGHTS. — — (A34)- (A44 STUD SIZE 2 112" 2 112" 3 5/8* 3 5/8" 4- 4- 6. 61, BASIC PARTITION THICKNESS 3 3/4" 3 314" 4 7/8' 4 7/8" 5 1/4" 5 114' 7 1/4' 7 1/4" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES UL DES UL DES UL DES UL DES UL DES UL DES U494 U465 U465 U465 U465 U465 U465 INTERIOR PARTITION TYPE CHARTS FF5 4, SAnSEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281�8700 sabey.corn ,�6 1�1 14, FREG1:STERED C a C 11 T] R 11 T I �V�ARC�� �N $I E ERRS N N SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 FREVIEWED FOR CODE COMPLIANCE APPROVED M) 10 2020 C City ity of Tukwila UIL I BUILDING DIVISION 1 02/06/20 Tenant Revisions MAIRK[ DATE DESCRIPTION PROGRESS DATE: 02/06/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: 5/8" GYP BD, 1 LAYER ON SYMBOL SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED METAL FLAT STRAP BASIC PARTITION THICKNES LATERALBRACING AS REQUIRED Al 0 0 tD3- D4 M_ DB� �2 U I Iz DI D2 0 W W 10 D3� �D7 D8 D9_ D31 TO STRUCTURE ABOVE 30 k6 (_D61 - 3& 31 I(-D91)--126 NON -RATED WITH GYP BD (D -1)- 27 29 2 7 (64 NON -RATED WITH GYP BD CD3-2)- D-4-2 'j(D92)-- I TO CD12)- (622�- CD5�2)- D62 D72 rDB2)- TABOVE CEILING W_ — , — TO FINISHED CEILING CD53)- D83 CD93)- NON-RATED WITH STUDS & GYP SO CD23)- (D33)-' C043)- STUD SIZE 2 1/2' 2 1/2" 3 5/8" 3 5/8" 4- 4� 61 6. 1 112" BASIC PARTITION THICKNESS 3 118" 3 1/8" 4 1/4' 4 114" 4 5/8" 4 5/8" 6 518" 6 518' 2 1/8' ACOUSTICAL INSULATION - YES I - 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. NOTALL PARTITION TYPES SHOWN ARE USED, PARTITION TYPE G (AS SHOWN ON PLTAANS 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 314"BELOW CEILING RUNNER (TOP TRAM TO ALLOW FOR VERTICAL D T 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. T 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 ACOLISTICAL(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 1 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 6IA61-50 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#. All drawings and riften material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation, INTERIOR PARTITION DETAILS 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 00 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" - 112". nECEIVED CITY OF TUKWILA FEB 0 7 2020 010� WOU-1 PERMIT CENTER 0 0 At A2 A3 01 A4 !vi 1;3 - A5� A6_ �5 A7 101 10. 101 A8 �2 I-HR RATED WITH GYP BD 46 40 47 Ab 1(�§�,,47� 686 48 TO STRUCTURE ABOVE — NON -RATED WITH GYP BD CAI 1'> - �9 (A21)- 46 40 (A-4 1-)-' 47 (A51 40 47 (A7i)--, 40 48 TO STRUCTURE ABOVE NON.RATED WITH GYP ED TO 6"ABOVE CEILING CAl-2)- (A72).. (AI53�- (A73)- (A8-3)- NON-RATED WITH STUDS & GYP ED (A (A (A4 TO FINISHED CEILING (AI3)- 23)-- 33)-- 3 PARTIAL HEIGHT PARTITION. SEE FLOOR (-Al-4) _ PLANS FOR HEIGHTS. — — (A34)- (A44 STUD SIZE 2 112" 2 112" 3 5/8* 3 5/8" 4- 4- 6. 61, BASIC PARTITION THICKNESS 3 3/4" 3 314" 4 7/8' 4 7/8" 5 1/4" 5 114' 7 1/4' 7 1/4" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES UL DES UL DES UL DES UL DES UL DES UL DES U494 U465 U465 U465 U465 U465 U465 INTERIOR PARTITION TYPE CHARTS FF5 4, 5/8" GYP BD, 1 LAYER ON SYMBOL SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED METAL FLAT STRAP BASIC PARTITION THICKNES LATERALBRACING AS REQUIRED Al 0 0 tD3- D4 M_ DB� �2 U I Iz DI D2 0 W W 10 D3� �D7 D8 D9_ D31 TO STRUCTURE ABOVE 30 k6 (_D61 - 3& 31 I(-D91)--126 NON -RATED WITH GYP BD (D -1)- 27 29 2 7 (64 NON -RATED WITH GYP BD CD3-2)- D-4-2 'j(D92)-- I TO CD12)- (622�- CD5�2)- D62 D72 rDB2)- TABOVE CEILING W_ — , — TO FINISHED CEILING CD53)- D83 CD93)- NON-RATED WITH STUDS & GYP SO CD23)- (D33)-' C043)- STUD SIZE 2 1/2' 2 1/2" 3 5/8" 3 5/8" 4- 4� 61 6. 1 112" BASIC PARTITION THICKNESS 3 118" 3 1/8" 4 1/4' 4 114" 4 5/8" 4 5/8" 6 518" 6 518' 2 1/8' ACOUSTICAL INSULATION - YES I - 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. NOTALL PARTITION TYPES SHOWN ARE USED, PARTITION TYPE G (AS SHOWN ON PLTAANS 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 314"BELOW CEILING RUNNER (TOP TRAM TO ALLOW FOR VERTICAL D T 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. T 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 ACOLISTICAL(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 1 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 6IA61-50 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#. All drawings and riften material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation, INTERIOR PARTITION DETAILS 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 00 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" - 112". nECEIVED CITY OF TUKWILA FEB 0 7 2020 010� WOU-1 PERMIT CENTER 0 0 At A2 A3 01 A4 !vi 1;3 - A5� A6_ �5 A7 101 10. 101 A8 �2 I-HR RATED WITH GYP BD 46 40 47 Ab 1(�§�,,47� 686 48 TO STRUCTURE ABOVE — NON -RATED WITH GYP BD CAI 1'> - �9 (A21)- 46 40 (A-4 1-)-' 47 (A51 40 47 (A7i)--, 40 48 TO STRUCTURE ABOVE NON.RATED WITH GYP ED TO 6"ABOVE CEILING CAl-2)- (A72).. (AI53�- (A73)- (A8-3)- NON-RATED WITH STUDS & GYP ED (A (A (A4 TO FINISHED CEILING (AI3)- 23)-- 33)-- 3 PARTIAL HEIGHT PARTITION. SEE FLOOR (-Al-4) _ PLANS FOR HEIGHTS. — — (A34)- (A44 STUD SIZE 2 112" 2 112" 3 5/8* 3 5/8" 4- 4- 6. 61, BASIC PARTITION THICKNESS 3 3/4" 3 314" 4 7/8' 4 7/8" 5 1/4" 5 114' 7 1/4' 7 1/4" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES UL DES UL DES UL DES UL DES UL DES UL DES U494 U465 U465 U465 U465 U465 U465 INTERIOR PARTITION TYPE CHARTS FF5 4, 0 0 tD3- D4 M_ DB� �2 U I Iz DI D2 0 W W 10 D3� �D7 D8 D9_ D31 TO STRUCTURE ABOVE 30 k6 (_D61 - 3& 31 I(-D91)--126 NON -RATED WITH GYP BD (D -1)- 27 29 2 7 (64 NON -RATED WITH GYP BD CD3-2)- D-4-2 'j(D92)-- I TO CD12)- (622�- CD5�2)- D62 D72 rDB2)- TABOVE CEILING W_ — , — TO FINISHED CEILING CD53)- D83 CD93)- NON-RATED WITH STUDS & GYP SO CD23)- (D33)-' C043)- STUD SIZE 2 1/2' 2 1/2" 3 5/8" 3 5/8" 4- 4� 61 6. 1 112" BASIC PARTITION THICKNESS 3 118" 3 1/8" 4 1/4' 4 114" 4 5/8" 4 5/8" 6 518" 6 518' 2 1/8' ACOUSTICAL INSULATION - YES I - 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. NOTALL PARTITION TYPES SHOWN ARE USED, PARTITION TYPE G (AS SHOWN ON PLTAANS 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 314"BELOW CEILING RUNNER (TOP TRAM TO ALLOW FOR VERTICAL D T 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. T 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 ACOLISTICAL(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 1 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 6IA61-50 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#. All drawings and riften material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation, INTERIOR PARTITION DETAILS 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 00 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" - 112". nECEIVED CITY OF TUKWILA FEB 0 7 2020 010� WOU-1 PERMIT CENTER 0 0 At A2 A3 01 A4 !vi 1;3 - A5� A6_ �5 A7 101 10. 101 A8 �2 I-HR RATED WITH GYP BD 46 40 47 Ab 1(�§�,,47� 686 48 TO STRUCTURE ABOVE — NON -RATED WITH GYP BD CAI 1'> - �9 (A21)- 46 40 (A-4 1-)-' 47 (A51 40 47 (A7i)--, 40 48 TO STRUCTURE ABOVE NON.RATED WITH GYP ED TO 6"ABOVE CEILING CAl-2)- (A72).. (AI53�- (A73)- (A8-3)- NON-RATED WITH STUDS & GYP ED (A (A (A4 TO FINISHED CEILING (AI3)- 23)-- 33)-- 3 PARTIAL HEIGHT PARTITION. SEE FLOOR (-Al-4) _ PLANS FOR HEIGHTS. — — (A34)- (A44 STUD SIZE 2 112" 2 112" 3 5/8* 3 5/8" 4- 4- 6. 61, BASIC PARTITION THICKNESS 3 3/4" 3 314" 4 7/8' 4 7/8" 5 1/4" 5 114' 7 1/4' 7 1/4" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES UL DES UL DES UL DES UL DES UL DES UL DES U494 U465 U465 U465 U465 U465 U465 INTERIOR PARTITION TYPE CHARTS FF5 4, PARTITION TYPES GENERAL NOTES 1� REFER TO FLOOR PLAN SERIES All FOR LOCATION OF PARTITION TYPES. ALL PARTITIONS ARE TYPE"A61" UNLESS NOTED OTHERWISE. NOTALL PARTITION TYPES SHOWN ARE USED, PARTITION TYPE G (AS SHOWN ON PLTAANS 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 314"BELOW CEILING RUNNER (TOP TRAM TO ALLOW FOR VERTICAL D T 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. T 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 ACOLISTICAL(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 1 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 6IA61-50 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#. All drawings and riften material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation, INTERIOR PARTITION DETAILS 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 00 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" - 112". nECEIVED CITY OF TUKWILA FEB 0 7 2020 010� WOU-1 PERMIT CENTER 0 0 At A2 A3 01 A4 !vi 1;3 - A5� A6_ �5 A7 101 10. 101 A8 �2 I-HR RATED WITH GYP BD 46 40 47 Ab 1(�§�,,47� 686 48 TO STRUCTURE ABOVE — NON -RATED WITH GYP BD CAI 1'> - �9 (A21)- 46 40 (A-4 1-)-' 47 (A51 40 47 (A7i)--, 40 48 TO STRUCTURE ABOVE NON.RATED WITH GYP ED TO 6"ABOVE CEILING CAl-2)- (A72).. (AI53�- (A73)- (A8-3)- NON-RATED WITH STUDS & GYP ED (A (A (A4 TO FINISHED CEILING (AI3)- 23)-- 33)-- 3 PARTIAL HEIGHT PARTITION. SEE FLOOR (-Al-4) _ PLANS FOR HEIGHTS. — — (A34)- (A44 STUD SIZE 2 112" 2 112" 3 5/8* 3 5/8" 4- 4- 6. 61, BASIC PARTITION THICKNESS 3 3/4" 3 314" 4 7/8' 4 7/8" 5 1/4" 5 114' 7 1/4' 7 1/4" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES UL DES UL DES UL DES UL DES UL DES UL DES U494 U465 U465 U465 U465 U465 U465 INTERIOR PARTITION TYPE CHARTS FF5 4, 1 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 6IA61-50 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#. All drawings and riften material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation, INTERIOR PARTITION DETAILS 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 00 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" - 112". nECEIVED CITY OF TUKWILA FEB 0 7 2020 010� WOU-1 PERMIT CENTER 0 0 At A2 A3 01 A4 !vi 1;3 - A5� A6_ �5 A7 101 10. 101 A8 �2 I-HR RATED WITH GYP BD 46 40 47 Ab 1(�§�,,47� 686 48 TO STRUCTURE ABOVE — NON -RATED WITH GYP BD CAI 1'> - �9 (A21)- 46 40 (A-4 1-)-' 47 (A51 40 47 (A7i)--, 40 48 TO STRUCTURE ABOVE NON.RATED WITH GYP ED TO 6"ABOVE CEILING CAl-2)- (A72).. (AI53�- (A73)- (A8-3)- NON-RATED WITH STUDS & GYP ED (A (A (A4 TO FINISHED CEILING (AI3)- 23)-- 33)-- 3 PARTIAL HEIGHT PARTITION. SEE FLOOR (-Al-4) _ PLANS FOR HEIGHTS. — — (A34)- (A44 STUD SIZE 2 112" 2 112" 3 5/8* 3 5/8" 4- 4- 6. 61, BASIC PARTITION THICKNESS 3 3/4" 3 314" 4 7/8' 4 7/8" 5 1/4" 5 114' 7 1/4' 7 1/4" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES UL DES UL DES UL DES UL DES UL DES UL DES U494 U465 U465 U465 U465 U465 U465 INTERIOR PARTITION TYPE CHARTS FF5 4, All drawings and riften material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation, INTERIOR PARTITION DETAILS 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 00 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" - 112". nECEIVED CITY OF TUKWILA FEB 0 7 2020 010� WOU-1 PERMIT CENTER 0 0 At A2 A3 01 A4 !vi 1;3 - A5� A6_ �5 A7 101 10. 101 A8 �2 I-HR RATED WITH GYP BD 46 40 47 Ab 1(�§�,,47� 686 48 TO STRUCTURE ABOVE — NON -RATED WITH GYP BD CAI 1'> - �9 (A21)- 46 40 (A-4 1-)-' 47 (A51 40 47 (A7i)--, 40 48 TO STRUCTURE ABOVE NON.RATED WITH GYP ED TO 6"ABOVE CEILING CAl-2)- (A72).. (AI53�- (A73)- (A8-3)- NON-RATED WITH STUDS & GYP ED (A (A (A4 TO FINISHED CEILING (AI3)- 23)-- 33)-- 3 PARTIAL HEIGHT PARTITION. SEE FLOOR (-Al-4) _ PLANS FOR HEIGHTS. — — (A34)- (A44 STUD SIZE 2 112" 2 112" 3 5/8* 3 5/8" 4- 4- 6. 61, BASIC PARTITION THICKNESS 3 3/4" 3 314" 4 7/8' 4 7/8" 5 1/4" 5 114' 7 1/4' 7 1/4" ACOUSTICAL INSULATION - YES - YES - YES - YES FIRE TEST NUMBER (WHERE APPLICABLE) - UL DES UL DES UL DES UL DES UL DES UL DES UL DES U494 U465 U465 U465 U465 U465 U465 INTERIOR PARTITION TYPE CHARTS FF5 4, INTERIOR PARTITION TYPE CHARTS FF5 4, 1 2 3 4 5 6 7 8 9 10 IF E D 1 0 W, � I C B A D HEAD 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 FOLDED 20 GUAGE STEEL, PAINT TO MATCH MULLION 518" GYP BD, I LAYER EA SIDE SOUND ATTENUATION BLANKET WHERE SCHEDULED ---------- BASIC PARTITION THICKNESS V NEW WALL / WINDOW MILLION Y= 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 METAL CORNER BEAD, JOINT COMPOUND BREAK METAL PAINTED TO MATCH MULLION rIECEIVED CITY OFYUMVILA FEB 07 2020 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206,281,8700 sabey.com 6194 REGISTERED .1 MCH I - n�� K M. N ARA DI NDERSON STATE OF WASHINGTON SABEY In'EADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INrL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR � �E CODE COMPLIANCE APPROVED MAR 10 2020 c C , T, wil, ity of Tukwila I f UIL I IVISIO B ID 2NGD ION 1 02/06120 Tenant Revisions MARK]—DATE—T—D-E—SCRIPTION 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 IF FoR C FE A LINE OF STRUCTURE MINERAL FIBER PACKING z S2 mi DO NOT ATTACH GYP BD TO ACOUSTICAL DEFLECTIONTRACK SEALANT, BOTH SIDES no DEFLECTION TRACK WITH 3" LONG �'j z 1;5 PS 2 LAYERS - 5/8" GYP BD OUTERLEGS NON-STRUCTURAL 2 LAYERS 518" GYP BD METALFRAMING TT U T, 2 1/2' SOUND ATTENUATION BLIANKET NON-STRUCTURAL METAL FRAMING I LAYER - 5/8" GYP ED 3" SOUND ATTENUATION BLANKET tNO BRACING PERMITTED WITHIN VAIR SPOE ACOUSTICAL PARTITION 0, HEAD (STC 64) 11/2" l'-O" I ACOUSTICAL PARTITION (TYPE U SIM) HEAD DETAIL WITH MINERAL FIBER JSTICAL SEALANT BACKER ROD ACOUSTICAL PARTITION SECTION 1 1/2"��j PIPE PENETRATION THRU NON RATED CONCRETE/CMU NON-STRUCTURAL METAL FRAMING SOUND ATTENUATION BLANKET (THICKNESS, STC PER PARTITION TYPE) NUMBER OF LAYERS OF NUMBER OF LAYERS OF 5/11" GYP BD PER 518"GYP BD PER PARTITION TYPE PARTITION TYPE (GYPSUM SHAFT LINER BOARD PER PARTITION TYPE AT SIM) ACOUSTICAL SEALANT, BOTH FLOOR I SIDES (FIRE-RESISTANT RATED SEALANT BOTH SIDES AT SIM) ACOUSTICAL PARTITION 11/2"=1'-0" 1 BOTTOM OF METAL STUD WALL — MINERAL FIBER PACKING HEAD DEFLECTION ASSEMBLY NON-STRUCTURAL METAL FRAMING SECURED TO STRUCTURE ABOVE 4; A CONTINUOUS HORIZONTAL NON- STRUCTURAL METAL FRAMING - REQUIRED WHEN GYP BD DOES NOT EXTEND TO STRUCTURE, SIZE AND NUMBER DEPENDS ON PARTITICN HEIGHT 518" GYP BD EXTENDS TO 6' MIN ABOVE FINISHED CEILING V SCHEDULED CEILING SCHEDULED PARTITION ACOUSTICAL SEALANT, BOTH SIDES FLOOR rn--� PARTITION SECTION 11/2" l'-O" I @ BRACING WHEN PARTITION EXCEEDS MAXIMUM HEIGHT ALLOWED BY STUD MFR LINE OF STRUCTURE 1-;11 ... ... ... .. . L k BRACING ANCHOREDTO A 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 BO, NUMBER OF LAYERS PER PARTITION TYPE SOUND ATTENUATION BLANKET (THICKNESS PER PARTITION TYPE) EXTEND FROM FLOOR TO CEILING NON-STRUCTURAL METAL FRAMING ACOUSTICAL PARTITION a, CEILIN 11/2"=1'-0" 1 WHERE GYPSUM BOARD STOPS AT THE CEILING I Oil I-IN16H MA I LKIAL INTERIOR ELEVATION L VAR'� RE . PLES ALIGN EDGE WITH GYP BOARD BELOW SEALANT (EA SIDE) CONT FIRE RETARDANT WOOD BLOCKING SECURED TO STEEL PLATE STEEL PLATE SECURED TO 2" TUBE STEEL SUPPORTS V I LAYER 5/8" GYP SO (EA SIDE) 2" X 2" X 114" STEEL TUBE @ 4'-W ON CENTER NON-STRUCTURAL METAL PLAN I FRAMING INFILL BETWEEN STEEL TUBES PER DELEGATED DESIGN NON-STRUCTURAL METAL FRAMING 112" STEEL PLAN EXPANSION BOLTED TO _LL FLOOR STRUCTURE SEALANTEA SIDE) FLOOR 8 PARTITION SECTION 11/2"=1'-0" HEAD DTL PARTIAL HEIGHT WALL A U 1 NON-STRUCTURAL A METALFRAMING GYPBOARD ACOUSTICAL SEALANT SOUND ATTENUATION BATTS ACOUSTICAL SEALANT NON-STRUCTURAL METALFRAMING MINERAL FIBER PACKING (3# - 6# DENSITY) METAL CONTROL "00 I1,1TP:DQr_rTIr)Kl JOINT ACOUSTICAL PARTITI( 11/2"=T-0- 1 PARTITION INTERSECTIONS AND GYP CONTROL JOINTS T, V C NON-STRUCTURAL METAL FRAMING , ACOUSTICAL SEALANT SOUND ATTENUATION BATTS PARTITION -WALL INTERSECTION 519"GYPSUM BOARD METAL CONTROL JOINT SOUND ATTENUATION BATTS CONTROL JOINT SEAL VOIDS FROM OUTSIDE AND COVER BOX WITH 118" ACOUSTICAL PUDDY PAD CUT GYP SO TO ALLOW 1/4' MIN OVERLAP BY FACE PLATE SCHEDULED PARTITION I STUD MIN BETWEEN BOXES FLEXIBLE CONDUIT ACOUSTICAL PUDDY PAD SEAL VOIDS BETWEEN GYP BOARD AND BOX NOT COVERED WITH ACOUSTICAL PUDDY PAD NOTES: 1. 12" MINIMUM UNLESS NOTED OTHERWISE IN PARTITION CHART. ACOUSTICAL PARTITION PLAN DETAIL 1112"=1'-0" 1 BACK BOX INSTALLATION DETAIL@ NON -FIRE RATED PARTITION LINE OF STRUCTURE MINERAL FIBER PACKING DEFLECTION TRACK WITH I" EXPANSION AT STRUCTURE 518"G BD ON BOTH DES SOUND ATTENUATION BLANKETS AT SIM EXTE S TO &" WHERE LOCATED ON REFLECTED ABOV INISHED CEILING PLAN CEILIN L� � SCHEDULED CEILING NON-STRUCTURA METAL FRAMING L Z7�� SOUND ATTENUATION BLANKETS (THICKNESS PER PARTITION TYPE) EXTEND FROM FLOOR TO STRUCTURE ABOVE 9 ACOUSTICAL PARTITION (o). CEILING 1/2' �=VO' I �NONRATED EW1 GYP �BDTO 6'�ABOVE CEILING nECFIVF.) CITY OFTRUNWILA FEB 07 2020 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 4 REGISTERED A CH M So KA M. A DERSON STATE OF WASHINGTON — ----- SABEY HEADQUARTERS REIK1410VATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 K)R CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION, 1 02/06/20 Tenant Revisions _N�DA�TE___ D—E—SCRIPTION 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 mrk of the Sathey Corporation and the same may not be duplicated, used or disclosed without the witten consent of the Sabey Corporation. INTERIOR PARTITION DETAILS 1 2 3 4 5 6 7 8 9 10 IF E D C 8 A DOOR SCHEDULE SABEY - DOOR MTL SABEY - DOOR FIN SABEY DOOR GI-7 SABEY-FRAME MTL SABEY-FRAME FIN DOOR SCHEDULE MARK DOOR REMARKS DOORNO �_ROOMNAME SIZE �TYPE It 202 _______j___C_0RR1D0R "_0' 3! - V 8! - 0" 9 - 1314" -'-- SL WD PT-1 GLASS HM PT-1 2'SIDELIGHT, PROVIDE KEY CARD ACCESS MARKETING "_0 6-0" T-V 1'- 2" GLA PT-1 GLASS— BILK 204 PHO 3'- W 3'_ 0 8�-O� v— 0 11z �DAG FG _I 71 T _1 FG BLK ALLSTEEL, BEYOND WALL SYSTEM 207 OFFICE T- 0" E-D" 8'- 0" 0' - 0 112" GLA GILA GL-1 MFG SIR ALLSTEEL, BEYOND WALL SYSTEM 2078 LIBRARY HUDDLE 3'- W 8--V 0'- 0 1/2 E GLA GLA GL-1 MFG BUK ALLSTEEL, BEYOND WALL SYSTEM 208 OFFICE 3 8'- 0" 0'- 0 1/2" FG GILA GLA GL-I MFG LK ALLSTEEL, BEYOND WALL SYSTIEM—_ 209 OFFICE 3' - (Y' 8'- 0" 0'- 0 1/2" FG GLA GLA GLA MFG ALLSTEEL, BEYOND WALL SYSTEM 210 OFFICE 34" " V - 0 117 P1314" FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 211 OFFICE T-V F-0, 01 - 0 11z FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 212 OFFICE T- 0" 8'- 0' 0'- 0 1/2" FG_ GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 213 OPEN MO—RKST TIONS 3' - 0" 8'-0' 0'- SL WD PT-1 GLASS HM PT-1 2'SIDELIGHT, PROVIDE KEY CARD ACCESS ____ 214 _—H—UDDLE T- 0" 8'- 0' 0, _ 0 1/ 0'- 0 1/2" E GL-1 GLA GLA MFG BUK ALLSTEEL, BEYOND WALL SYSTEM 215A WOMEN'S LOCKER T- 0" T- 0" 0'- 13/4" F WD PT-1 HM PT-1 PROVID E KEY CARD ACCESS 215B MEN'S LOCKERS _C1 —7'- (7_t0'- 13/4" F PT-1 PT-1 P 216 SHOWER 3 G� 77_0'__Fu- 1 3W WD PT-1 HM PT_ LOCK, PRIVACY INDI kTOR 217 QUIET RM 3-D" —Cr T- 0" 0'- 13/4" F WD PT-1 HM PT-1 PROVIDE KEY CARD ACCESS 218 SH_OWER _—T - T- 0' 0'- 13111" F WD PT-1 HM PT-1 LOCK, PRIVACY INDICATOR 219 WRL—LNESS 3-W T- 0" U-13W F WD PT-1 PT-1 PROVIDE KEY CARD ACCESS 220 CONSULT T-01 T-4- U-13/4' F WD PT-1 HM PT-1 222 IT EF —Or 8! - W 9-13/4' F WD PT-1 HM IPT-1 PROVIDE KEY CARD ACCESS 223 LOUNGE 3-01 T - 8� 9 - 13/4' S SS HM PT-1 PROVIDE KEY CARD ACCESS; SIDELIGHT ON BOTH SIDES Grand total: 21 1. ALL DOORS TO ALIGN TO B'DATUM LINE. 2. PRESERVE AND PROTECT ALL DOORS WHERE DEMOLITION OCCURS TO BE REUSED. T T FLUSH FULL GLASS S F FIG DAG STATIONARY SEE DOO�SCHED. FULL GLAS SLIDING MIN 32" SIDELIGHT E -'OPENING SL DOOR SCHEDULE ABBREVIATIONS GENERAL ABBREVIATIONS: AL ALUMINUM HM HOLLOW METAL MFG REFER To MANUFACTURER PLAM PLASTIC LAMINATE FACED DOOR PT PAINTEDFINISH IND SOLID CORE WOOD T TEMPERED GLASS SABEY Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com --- - — ------- — ------ 6194 REGISFERED CH C' KARA M: %ADERSON SfATE 0 WASHINGTON SABEY HEADQUARTERS FRENOVATION SECOID-0 FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 CODE COMPLIANCE APPROVED MAR 10 2020 City of Tukwila BUILDING DIVISION 1 02/06120 Tenant Revisions PROGRESS DATE: 02/06/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawngs and written material appearing herein constitute the original and unpublished =rk of the $obey Corporation and the same may not be duplicated, used or disclosed vothout the wriften consent of the Sabey Corporation. Finish Schedule TYPICAL KEY NAME DESCRIPTION 'URER SIZE ST YLE LOCATION COMMENTS ACOUSTIC CEILING PANEL ACPA 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) SEE RCP PAINT CROSS PIECE BACKER PT-1 W/ OPAQUE WHITE FINISH ACP-2 ACOUSTIC CEILING SYSTEM WITH ECOPHON FOCUS 2'X 6' AKUTEX FT WHITE FROST SEE RCP CONCEALED GRID IDS CARPET nx1nn BROWNSTONE- SECOND STORY, UPPER EAST GENERAL CARPET GLAZING GL-1 INTERIOR GLAZING ALLSTEEL BEYOND 3LAR BLACK LEVEL 02 OFFICE 0 TS ]:RU:DD, COORDINATE WALL SYSTEM WITH SUSAN Coo Col COI GL-2 GLASS WHITE BOARD CLARUS 14- X CKPAINTED GLASS +FRONTS CO CONFROOMS METAL [M-1 RECEPTION DESK BASE E::== RECPTION DESK PAINT PT-1 GENERAL PAINT BENJAMIN MOORE CLOUD WHITE 967- EGGSHELL WALLS ,CENT PAINT 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 I RT-1 IRUBBERTILE I PLITEQ 124" X 24" 1 GENIEMAT FIT30, GREY LNESS SOLID SURFACE DBURST CONCRETE COUNTERTOPS TILE T-1 ACCENTTILE FIRECLAY RANDOM MIX COLORS- FROST (V2), CRATER LAKE (V3),NAVY SEE DIAGRAM PROVIDED BY FIRECLAY TILE BLUE- OGEE DROP BACKSPLASH FOR INSTALLATION T-2 ACCENTTILE WALKER ZANGER 16X32 DEEP BLUE CHEVRON 4D RATHROOM OPTION 1 ACCENT T-3 GENERALTILE TBD TBID BATHROOM TILE TED BASED ON SABEY SELECT16N BASE T-4 FLOOR TILE EUROWEST 30" X 39' ARIOSTEA ULTRA ICEMENITI- [RON BATHROOM FLOORING T-5 TILE STONE SOURCE LUCE DI CERAMICA- WHITE MATTE SHOWERS OPTION I _ACCENT T-6 - ------- ---- ACCENT TILE — FIRECLAY — --------- 3"X12" NAVY BLUE- STACK BOND VERTICAL FIREPLACE OPTION 2 T-7 ACCENTTILE ANN SACKS 2" X 8" SAVOY- COLOR CHALK, DESIGN- RIBBED- STACK BOND VERTICAL FIREPLACE OPTION 2 TOILET PARTITION TP-1 TOILET PARTITION GLOBAL I PARTITIONS WALL COVERING WC-1 CORK WALL SUSTAINABLE ]W���STRIPS MATERIALS ORGANIC BLOCKS PHONE ROOMS WC-2 IWALLCOVERING 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 INTERIOR SHADES MECHO THERMOVEIL IN 1519 SILVER BI 1 0 WS-2 INTERIOR BLACK OUT SHADES MECHO CLASSIC BLACKOUT 0700, COLOR WHITE 0701 WINDOWS WOOD OD FLOORIN( KENTWOOD FLOORS 9 1/2" x 3/4"x 183" PETRA- BRUSHED OAK RECEPTION WOOD VENEER R FINISH LEGEND A64-01 FOR FINISH MANUFACTURER AND OLOR 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 ANDHEIGHTS. 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, DOORSfWINDOWS: 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 rIECEIVED CITY OF YUMVILA SABEY Architecture 12201 Tukwila lnt'Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.corn 6194 R STERED REGISTERED A A I CT HI ECT KARA M 'AND RSCINI 0 WASHINMN SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEVVEL� ir 1 CODE COMPLIANCE APPROVED NAR 10 2020 City of Tukwila BUILDING DIVISION 1 02106120 Tenant Revisions MARK DATE PROGRESS DATE: 02106/20 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All dramngs 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 Wthout the mitten consent of the Sabey Corporation, INTERIOR FINISH SCHEDULE AND LEGEND FEB 07 2020 jjq)�R, fj$ too PERMIT CENTER , 'I W 1 2 3 4 6 6 7 8 9 10 Ii A D C B A REFERENCE SYMBOLS ABBREVIATIONS A PROJECT DIRECTORY DRAWING INDEX ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET, ARCHITECT/ DESIGNER: PLUMBING ENGINEER: Ax, It, SABEY ARCHITECTURE TBD - Bidder Design Build by G.C. y /1114� AC ASPHALTIC CONCRETE ID INSIDE DIAMETER 12201 TUKWILA INTL BLVD, FOURTH FLOOR ACC ACCESSIBLE INCL INCLUDE, INCLUDING SEATTLE, WA 98168 AOO-01 COVER SHEET AND PROJECT INFORMATION � �xxx ACP ACST ACOUSTICAL CEILING PANEL ACOUSTICAL INFO NSUL INFORMA71ON NSULATE, INSULA11ON TEIL�(206)281-BMD AOO-02 NOTES AND SPECIFICATIONS AD AREA DRAIN ;NT iNTERIOR FAX: (206) 282-9951 MECHANICAL ENGINEER: BUILDING SECTION INDICATOR WALL SECTION INDICATOR ADOM ADDENDUM IWD INDIRECT WASTE DRAIN CONTACT: KARA ANDERSON TBD - Bidder Design Wild by G.C. AOO-03 SITE PLAN ADJ ADJUSTABLE EMAIL: KARAA@SABEY.COM AOO-04 LIFE SAFETY PLAN rxx_'� AFF AHU ABOVE FINISHED FLOOR AIR HANDLING UNIT JAN JT JANITOR JOINT BUILDING OWNER: A04-02 DEMOLITION PLAN - LEVEL 02 ---------- ALT ALTERNATE INTERNATIONAL GATEWAY WEST LLG ELECTRICAL ENGINEER: % ALUM ALUMINUM KIT KITCHEN 12201 TUKWILA INTL BLVD, FOURTH FLOOR TBD - Bidder Design Build by G.C� AIO-02 FLOOR PLAN- LEVEL 02 ANOD ANODIZED SEATTLE, WA 98168 AIO-04 REFLECTED CEILING PLAN LEVEL 02 APPROX APPROXIMATE L LONG TEL: (206) 281-6700 - APT APARTMENT LAM LAMINATE, LAMINATED FAX: (206)282-9951 A13-01 INTERIOR FINISH PLAN - LEVEL 02 ENLARGED DETAIL INDICATOR SEC11ON DETAIL INDICATOR ARCH AUTO ARCHITECT, ARCHITECTURAL AUTOMATIC LAU LAV LAUNDRY LAVATORY CONTACT., SARAH MARQUES FIRE I LIFE SAFETY ENGINEER: EMAIL SARAHM@SABEY.COM TBD - Bidder Design BLM d by G�C. AIS-01 FURNITURE PLAN - LEVEL 02 FOR REFERENCE ONLY XX AV AWP AUDIO VISUAL ACOU111CAL WALL PANEUS) LT LTG LIGHT LIGHTING GENERAL CONTRACTOR: A43-01 ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS BB BULLETIN BOARD MAS MASONRY SABEY CONSTRUCTION A45-01 INTERIOR ELEVATIONS BD BOARD MATIL MATERIAL 12201 TUKWILA INTL BLVD, FOURTH FLOOR PLUMBING, MECHANICAL, ELECTRICAL, SEATTLE, WA 9816B A50-01 ARCHITECTURAL WOODWORK DETAILS BLDG BUILDING MAX MAXIMUM FIRE I EMERGENCY SYSTEM PERMITS BLKG BLOCKING MECH MECHANICAL TEL: (206) 281-8700 UNDER SEPERATE SUBMITTALS. ASO-02 ARCHITECTURAL WOODWORK DETAILS EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR BO BOT IRG BOTTOM OF BOTTOM BEARING MED MEMB MF77 MEDIUM MEMBRANE MEZZANINE FAX: (206) 282-9951 CONTACT: DOUG GARDNER EMAIL, DOUGG@SABEY.COM A50-03 ARCHITECTURAL WOODWORK DETAILS ASI-01 TYPICAL SUSPENDED CEILING DETAILS __ETCH LINE A BRZ BSNIT BRONZE BASEMENT MGT MFL MANAGEMENT MAXIMUM FORESEEABLE LOSS ASI-02 TYPICAL SUSPENDED CEILING DETAILS - DIRECT HUNG SEE MA-55Y 0 BUR BUILT UP ROOFING MFR MANUFACTURE,MANUFACTURE MH MANHOLE A61-01 INTERIOR PARTITION TYPE CHARTS MATCH LINE INDICATOR DRAWING REVISION INDICATOR CAB CB CEM CER CG CABINET CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC CORNER GUARD MIN MISC MO Ms MTD MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED A61-50 INTERIOR PARTITION DETAILS A62-01 DOOR SCHEDULE PROJECT ADDRESS CH COATHOOK MTL METAL A64-01 INTERIOR FINISH SCHEDULE AND LEGEND C CAST IRON MVBL MOVABLE CIJ CONTROLJOINT N NORTH CIP CL CAST -IN -PLACE CENTERUNE NIC NOT IN CONTRACT INTERGATE.WEST, BUILDING 8 EXISTING COLUMN GRIDUNE INDICATOR NEW COLUMN GRIDUNE INDICATOR CLG CEILING NO NUMBER NOMINAL 122DI TUKWILA INTERNATIONAL BLVD., SUITE 201 CLO CLR CLOSET CLEAR NOM NTS NOT TO SCALE TUKWILA, WA 98168 VICINITY MAP -J.- EL XXX.XX EL XXX-XX' CMU CO CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING 0C OH ON CENTER OVERHEAD SEATTLE COL COLUMN Comm COMMUNICATION 00 OUTSIDE DIAMETER CONC CONCRETE OPNG OPENING DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR CONN CONSTR CONT CONNECTION, CONNECT CONSTRUCTION CONTINUOUS, CONTINUE OPP ORD OTS OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE Billy FILF= COPY 5 PermittNo. <�� EQUIPMENT INDICATOR CORR CPT CORRIDOR CARPET Plan review approval is sutiject to errors and ROOM NAME FIXTURE INDICATOR CSWK CASEWORK PBD PIRCST PARTICLEBOARD PRECAST SCOPE OF WORK orms tons Approval of construction clocuments does 101sauthorize the violation of any adopted code or XXXX CTR CENTER PD PLANTER DRAIN ordinance Receipt Frelo FURNITURE INDICATOR CU CUBIC PERP PERPENDICULAR of approved Copv and Boeing <� GRAPHIC/SIGNAGE INDICATOR D DEEP,DEPTH PLAN PLASTIC LAMINATE _�q��wledec: Field By MISCELLANEOUS INDICATORS DBL DOUBLE PLAS PLYWD PLASTER PLYWOOD INTERIOR TENANT IMPROVEMENT OF EXISTING SUITE 201 ON FLOOR 2 IN BUILDING B, INTERGATF WEST Date 0,/.- 0 7 - 737— ROOM INDICATOR DEMO DET DEMOLISH, DEMOLITION DETAIL PNIL PL PANEL PROPERTY LINE CAMPUS. THE WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, CASEWORK AND ARCHITECTURAL FINISHES. MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER WILL BE BIDDER Olt, of T—ra BUILDING DIVISION DF CIA DRINKING FOUNTAIN DIAMETER PIR PAIR DESIGNED. DIAG DIAGONAL, DIAGRAM PRKG PARKING DIM DIMENSION PROP PROPERTY 99 (DOOR) OPENING INDICATOR FINISH INDICATOR DIV DIVIDE, DIVISION PT PAINT, POINT, PRESSURE TREATED OMPF DAMPPROOF, DAMPPROOFING PTN PARTITION PROJECT SITE S. Boeing Ac Road DN DR DOWN DOOR, DRESSING ROOM R RADIUS, RISER REFLECTED CEILING PLAN DS DOWNSPOUT RCP DW DISHWASHER RD ROOF DRAIN, ROAD WINDOWINDICATOR CEILING HEIGHT INDICATOR DWG DAR DRAWING DRAWER REF REF REINF REFER TO, REFERENCE REFRIGERAT OR REINFORCED, REINFORCING 5 MATERIAL (PER FINISH LEGEND) E EAST REDD REQUIRED ISH (PER FINISH LEGEND) EIFS EXTERIOR INSULATION AND REV RFG REVISED, REVISION ROOFING 599 XX XX xmx (4F FINISH SYSTEM RM ROOM EJ EXPANSION JOINT RD ROUGH OPENING 9 EL ELEVATION ELECTRIC, ELECTRICAL RT RIGHT CODE AND BUILDING INFORMATION 'EIGHT ELEC WALL TYPE INDICATOR RIALIFINISH INDICATOR ELEV ENCL EP ED ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EQUAL S SCWD SCHED SOUTH, SPANDREL SOLID CORE WOOD SCHEDULE PROJECT NAME: SABEY TENANT IMPROVEMENT 9FE EQUIP EQUIPMENT SO STORM DRAIN SITE ZONING: CLI-COMMERCIAL LIGHTINDUSTRIAL 518 /7\ . . ... ...... MOUNTED TO WALL WITH BRACKET ESCAL ESCALATOR SECT SG SEC11ON SAFETY GLASS Sea-Toc \LY— EXH EXHAUST SGL SINGLE KING COUNTY ASSESSOR'S PARCEL NUMBERS: 0923049120 InVI A rt 405 FEC IN WALL -MOUNTED EXP EXIST EXPANSION, EXPOSED EXISTING SHT SHEET (PROPERTY) LEGAL DESCRIPTION KEYNOTE CABINET FIRE EXTINGUISHERS FA FIREALARM SHTHG Sim SPEC SPKLR SHEATHING SIMILAR SPECIFICATION SPRINKLER APPLICABLE CODES: BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (WAC 51-50) FCIO FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER SPKR SPEAKER i (NON -RATED PARTIT ION) FD FLOOR DRAIN SO SQUARE MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE (WAC 51-52) EXISTING TO REMAIN (SHOWN SHADED) (I -HOUR RATED PARTITION) FDC FIRE DEPARTMENT CONNECTION SS SST SERVICE SINK STAINLESS STEEL PLUMBING CODE: 2D15 UNIFORM PLUMBING CODE (WAG 51-56) PARCELS FDTN FOUNDATION STC SOUND TRANSMISSION CLASS (2-HOUR RATED PARTITION) FE z FIRE EXTINGUISHER STID STANDARD ELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS 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, FEC FIRE EXTINGUISHER STIL STEEL WASHINGTON THAT IS SOUTH 89-16'35- EAST, IOD.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; EXISTING TO BE DEMOLISHED (3-HOUR RATED PARTITION) CABINET STOR STRUCT STORAGE STRUCTURAL ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE IWAC 51-1 IC) THENCE SOUTH 24'13'53- EAST, 959.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 65-4607' EAST, 58.17 FEET; (SHOWN DASHED) (4-HOUR RATED PARTITION) FH FHC FIRE HYDRANT FIRE HOSE CABINET SUSP SUSPENDED THENCE NORTH 63'3Z48- EAST, 62 13 FEET; FIG FIGURE T TREAD, TEMPERED FIRE CODE* 2015 INTERNATIONAL FIRE CODE PAC 51-54A) THENCE SOUTH 22-47'01'EAST, 21.44 FEET; SMOKE BARRIER SMOKE PARTITION FIN FLEX FINISH, FINISHED FLEXIBLE T&G TEL TEMP TONGUEANDGROOVE TELEPHONE TEMPERATURE, TEMPORARY FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE THENCE NORTH 65'30'25- EAST, 199.33 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY UNE OF PRIMARY STATE HIGHWAY NO, 1 (SR 99) SOUTH I I8TH STREET TO JCT SSH NO. I-K APPROVED JULY 23.1957; NEW FLR FLOOR, FLOORING TER TERRAllO ACCESSIBILITY CODES: WASHINGTON STATE ACCESSIBILITY CODE (AAC 51-50) 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 FLUOR FLUORESCENT THK THICK, THICKNESS WHICH BEARS SOUTH 65*44'51- WEST) THROUGH A CENTRAL ANGLE OF 1'16'30� A DISTANCE OF 62 42 FEET; FO FACE OF, FINISHED OPENING THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 67'01'21'EAST 10.OD FEET; TYPE OF WORK PARTITIONS FDIC FP FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION FIREPROOF TO TSTAT TOP OF THERMOSTAT USE GROUP AND OCCUPANCY: NO CHANGE TO OCCUPANCY GROUP 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'VVEST) THROUGH A CENTRALANGLE OF 6-3121', A DISTANCE OF 320.46 FEET, FIR FRAME. FIRE RATED TV TYP TELEVISION TYPICAL OCCUPANCY. 8 (OFFICE) THENCE SOUTH 73o32'4T WEST, 16.58 FEET�, THENCE SOUTH 71'35'51* WEST, 61.96 FEET; RCP SYMBOLS FRMG FRT FRAMING FIRE RETARDANT TREATED S-2 (PARKING STRUCTURE) THENCE NORTH 78'38'58- WEST, 7.83 FEET, FT FTG FOOT, FEET FOOTING U/C UGND . .. . . N UNDER COUNTER UNDERGROUND UNFINISHED EXISTING TYPE OF CONSTRUCTION: —E 11 - SPRINK KLERED IN' 1.1 EU 0 F 1. 111 R 'CON STRU CTION (0 FFICE BU 1LDING) THENCE SOUTH 75'5344'WEST, 106.07 FEET, THENCE NORTH 05"0110' WEST, 18.41 FEET, I CEILING -MOUNTED F� M 0 WAC DIFFUSERS (SIZE AND TYPE PER FUT FVC FUTURE FIRE HOSE VALVE CABINET U N H UON UNLESS OTHERWISE NOTED OVER TYPE I - SPRINKLERED (PARKING STRUCTURE) THENCE SOUTH 82'222r WEST, 64.93 FEET; THENCE SOUTH 63*55'24'WEST, 58.16 FEET; ZX2'FLUORESCENT LIGHT CEILING -MOUNTED MECHANICAL DRAWINGS) FWC FWP FABRIC WALL COVERING FABRIC WRAPPED PANEL(S) VERT VEST VERTICAL VESTIBULE NUMBER OF STORIES: STORIES ABOVE GRADE PLANE: 40FFICEFLOORS 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. 1-98-03, RECORDED UNDER RECORDING NO. 9810059013, RECORDS OF KING COUNTY, WASHINGTON) 2X4'FLUORESCENT LIGHT GA GAGE VNR VENEER STORIES BELOW GRADE PLANE: 2PARKINGLEVELS 1771 CEILING -MOUNTED GALV GALVANIZED VIR W/C VAPOR RETARDER VINYL WALLCOVERING I'X4'FLUORESCENT LIGHT WAC RETURNSIEXHAUSTS GEN GFRC GENERAL, GENERATOR GLASS -FIBER W WEST, WIDE SEISMIC DESIGN CATEGORY: D El A GENERAL NOTES I--- (HIDDEN) CEILING -MOUNTED (SIZE AND TYPE PER REINFORCED CONCRETE W/ WITH STRIP FLUORESCENT LIGHT MECHANICAL DRAWINGS) GFRG GLASS -FIBER W/o WITHOUT PROPOSED AREA OF REMODEL 1 . DO NOT SCALE THE DRAWINGS. (EXPOSED) CEILING -MOUNTED REINFORCED GYPSUM GFRP GLASS -FIBER WC WATER CLOSET, WALLCOVERING 7,709 SF OF PROJECT AREA ON FLOOR 2 STRIP FLUORESCENT LIGHT CEILING -MOUNTED HVAC ITEMS REINFORCED PLASTIC WD WH WOOD WALLHYDRANT EXISTING CORE AND SHELL FIRE RATINGS: PECEIVED WALL -MOUNTED GL GLASS WP WEATHERPROOF, WATERPROOF, OFFICE PARKING 2� VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. CITY OF TUKWILA MA STRIP FLUORESCENT LIGHT DOWNLIGHT GYP GYP SO GYPSUM GYPSUM BOARD WR WATERPROOFING, WORK POINT WATER RESISTANT FLOOR CONSTRUCTION: N.R. 2HR ROOF CONSTRUCTION: N.R. 2HR 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT 15 REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE NOV 18 2019 0 H HIGH WT WEIGHT STRUCTURALFRAME: N.R. 3HR ALL PORTIONS OF THE AS DESCRIBED HB HOSE BIBB WWF WELDED WIRE FABRIC ELEVATORS: IHR 2HR WORK IN THE CONTRACT DOCUMENTS. NOTIFY 0 ACCENT DOWNLIGHT HCWD HOLLOWCOREWOOD STAIRS: IHR 2HR THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. PERMIT CENTER CEILING -MOUNTED ACCESS PANEL HD HAND DRYER XFMR TRANSFORMER MECHANICAL SHAFTS: 1HR 2HR 0 WALL -WASHER DOWNLIGHT HDBD HARDBOARD 4� DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS HOW HARDWARE INTERIOR FINISHES: OTHERWISE INDICATED. SCONCE -TYPE 5 (WALL -MOUNTED) LIGHT A HDWD HM HARDWOOD HOLLOW METAL PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED S. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE E) CEILING -MOUNTED EXIT LIGHT CEILING -MOUNTED FIRE SPRINKLER HO HORIZ HOLD OPEN HORIZONTAL MEANS OF EGRESS: SEE A-005 - LIFE SAFETY PLAN 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 HR HOUR OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. WALL -MOUNTED EXIT LIGHT HT WAC HEIGHT HEATING, VENTILATING, PARKING, NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE IROJECT. PARKING DEMANDS AS A RESULT OF COMMERCIAL 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE AND AIR CONDITIONING TI ARE MET BY EXISTING SITE PARKING FACILITIES. ALL ACCESSIBLE SITE FEATURES AND PARKING STALLS ARE PROVIDED BY THE CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE NTH APPLICABLE LEGAL REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED STANDARD LIGHT FIXTURES CEILING -MOUNTED SPEAKER BUILDING LANDLORD. PROFESSIONAL ENGINEER. USING PERFORMANCE AND DESIGN CRITERIA INDICATED. SABEY Architecture 12201 Tukwila Int'Bivd - 4th Floor Seattle, WA 98168 206.281,8700 sabey.com REVISIONS No cl:a;,�es Sna;l te rl�aae to the scope of wori, without p, c, Rvoroval of file Tukwila Building Ilvlsion NOTE: Revistrins will reoure a new plan Submittal and mavatclude additional plan review, P ARC1110111111171f 10- _m*—-ft. V1__ ATROFWASSINGTON SABEY HEADQUARTERS RENOVATION SECOINID FLOOR INTERGATE.WEST BUILDING 8 12201 TUKWILA INTL BLVD, SUFrE 201 TUKWILA, WA 98168 SEPAJRAT� PERMIT RJUIRED FOR. - Mechanical Electrical Plumbing Gas Piping r of Tukwfla ING DIVISION FOR CODECO11FLIANCE FREVIONED APPROVED _\ ' 1, DEC 18 2M City of Tukwila I BUILDING DIVISION-1 MARK DATE DESCRIPTION PROGRESS DATE: 11/12119 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and mitten material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the mitten consent of the Sabey Corporation. COVER SHEET AND PROJECT INFORMATION Auu V 9 3 4 6 6 7 1i 10 F L=M :02 C En A DIVISION I -GENERAL CONDITIONS DIVISION IX - FINISHES H.REFERENCES 15800 - HEATING VENTILATING AND AIR CONDITIONING 01010 SUMMARY OF WORK 09250 GYPSUM DRYWALL AND METAL STUDS 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE WAC SYSTEM AS REQUIRED. 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS B ' C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. COMERCIAL OFFICE SUITE SHOWN IN THE PLANS. C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. D. C745 - INSTALLATION DF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD, 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE 2,'WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SELECTIONS. 3, ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, LION. SYSTEMS. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE 09500 - CEILING SUSPENSION SYSTEMS, FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND BUILDING STRUCTURE, LION. 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. 1. PROVIDE NEW CEILINGTILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. DIVISION XVI - ELECTRICAL DAMAGE AT THEIR OWN EXPENSE. CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANTS PLACEMENT. COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. REQUIREMENTS. 7. ALL DRYWALL TO BE 5/8" TYPE 'X"UNLESS OTHERWISE NOTED. PROVIDE "MIR" TYPE DRYWALL WHERE 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, LION, 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. COPIES FOR APPROVAL. 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 5. ALL CUTOUTS SHALL BE CENTERED WITHINTILE. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE FINAL FINISHING AS SPECIFIED. MANUFACTURER'S SPECIFICATION AND CODES. SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT� 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, UON. SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER, APPLIANCES. SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. B. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 121-011. ANCHOR AS LION. B. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. REQUIRED. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: 6. GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 09530 - ACOUSTICAL TREATMENT A. SYSTEM DESCRIPTION: 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN INDICATED. THE STRUCTURAL DESIGN LOADS SPECIFIED. CIRCUIT'FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL 2� NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND COVERPLATES SHALL BE BUILDING STANDARD FINISH, LION. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. TWO FEET OF INSULAT10N ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL B. PROVIDE SEPARATE CIRCUITS FOR TENANTS EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE REQUIREMENTS. 09650 - RESILIENT FLOORING COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. BUILDING SHELL STANDARD SPECIFICATIONS. 3. STRUCTURAL REQUIREMENTS: 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING DIVISION 11 - SITE WORK A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. MANUFACTURER PER FINISH SCHEDULE. THE INSTALLATION OF TENANTS NEW FURNITURE. B, DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. 02050 - DEMOLITION C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE AT ALL AREAS OF FLOOR MATERIAL TRANSITION. CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND B. CODE REQUIREMENTS: BY TENANTS VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, AND SHALL BE APPROVED BY THE LOCAL INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART OF 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S CONNECTIONS AND WALL MOUNTED REQUIREMENTS. ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT EACH ASSEMBLY. WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX, ALLOWABLE TOLERANCE = 1/4" OVER SPACES BELOW. 101. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. REMOVED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN C. MATERIALS: 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. SPECIFICATION LION, AND SHALL MEET OWNER'S GUIDELINES, 1. LIGHT GAGE METAL FRAMING: ASTIA C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. 09680 - CARPET 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". IN ACCORDANCE WITH ALL APPLICABLE CODES. 2. FIRE RATED PARTITION HEAD SYSTEMS: 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST A. RUNNER: "FIRE TRAK"BY FIRE TPAK CORPORATION, KIMBALL MN (612-398-7800). 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION 06100 - ROUGH CARPENTRY REQUIRED. 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW. 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. D. PARTITION FRAMING: 099DO - PAINTING AND STAIN THE TENANT BEFORE INSTALLATION. 06200 - FINISH CARPENTRY 1, RUNNERS: 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH 1 B. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES D.C. AT CONCRETE FLOORS, USE COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER PRIOR TO INSTALLATION. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND OF PAINT COLORS AS INDICATED IN DRAWINGS. AND NOSINGS. CONDUIT WHICH MAY BE EMBEDDED IN CONCRETE FLOORS. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO B, WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS, DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN A) PAINTED WOODWORK TO BE FINISHED WITH ONE (I) COAT PRIMER AND TWO DISCIPLINE. RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO (2) FINISH COATS. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK CLEAR PARTITION. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON A COMMERCIAL GRADE CLEAR SATIN VARNISH. EXACT LOCATION WITH FURNITURE VENDOR. 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL 21. COORDINATE POWER/DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR DEFLECT10N. SPECIFICATIONS MANUA12 (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAI) ELEVATIONS, FINISHES & CASEWORK. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB.1CU, FT.," THICK, GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER, AND NOT MORE THAN 2 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS I DETAILS. SPECIFICATIONS MANUAL!' (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAI) CASEWORK, 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PLASTIC LAMINATE, HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE.050" HORIZONTAL AND.0391 VERTICAL. 5, UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 16500 - LIGHTING 20-GAGE. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 6. SHELF EDGING TO BE VINYL. 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED DIVISION Vill - DOORS AND WINDOWS AS THE ROOM LION. CODES AND REGULATIONS. 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE 08210 -WOOD DOORS EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. DIVISION XII - FURNISHINGS 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT 12500 - WINDOW TREATMENT AT ALL BOARD EDGE$. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING LOCATED IN THE CENTER OF CEILING TILE, LION. & AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD MANAGEMENT. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD 4. REUSE ALL EXISTING B/5 FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO TO TOP RUNNER. 2� ALL INTERIOR RELITES TO RECEIVE VMINI-BLINDS WHERE INDICATED IN DRAWINGS, MEET LOCAL ENERGY CODE COMPLIANCE. 4. P R OVI D E S H 0 P D RAVNIN G S U 13"Al 1711 'A',' S FOO R A R C HITIECT R E& 1 PA. 9. STUD BRIDGING: 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD 08710 - FINISH HARDWARE A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR STUD FLANGE ONLY, PROVIDE 3/4!'BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 51-01, ON DIVISION XV - MECHANICAL TO COMMENCEMENT OF WORK. 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR CENTER FOR THE FULL HEIGHT OF THE PARTITION. HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH 15500 - FIRE PROTECTION 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT, ENCLOSED BY WALLS OR cEILING-HEIGHT COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR RIGID FACING MATERIAL STOPPING T-O" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 314" BRIDGING PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH LOCATIONS. CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. OCCUPANCY SENSORS, PER CODE. EACH F-D" OF EXPOSED STUDS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) DISABILITIES ACT. B. LIFE SAFETY EQUIPMENT - KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. NUMBERS. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY D. LIGHT FIXTURE SPECIFICATIONS F. BACKING: APPLICABLE LOCAL CODES AND LAWS, 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS. 4- FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 5� ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL GAUGE. PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, UON. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A LABEL FROM AN APPROVED A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS- 08810 - GLASS INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR B. PRESSURE REQUIREMENTS. RECEIVED LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. C. SPRINKLER HEAD SPECIFICATIONS. OF TUKWILA 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 14'TEMPERED SAFETY GLAZING, LION. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS CITY G. INSTALLATION TOLERANCES: Nov A a 2019 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 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVALPRIOR TO INSTALLATION. SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY DIRECTION. PERMIT CENTER sko-1 %R1 SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS, I SABEY Architecture 12201 TukMIa Int' Blvd - 4th Floor Seattle, WA 98168 206�281.8700 sabey.com 64194 RZMTEIRED 1�0 ARCMTECT LUA M. ANDKIMN STATE 0.7W�A=SENG740M SABEY HEADQUARTERS REIP1410VATION SECONDFLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE COMiPLIANCE APPROVED DEC 18 2019 City of Tukwila BUILDING DIVISION MARK DATE DESCRIPTION PROGRESS DATE: 11112/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Ail drawings and written material appearing herein constitute the original and unpublished mrk of the Sabey Corporation and the same may not be duplicated, used or disclosed %Mthout the wifter, consent of the Sabey Corporation. NOTES AND SPECIFICATIONS 1 2 3 4 6 6 7 8 9 10 F E D INTERGA 1/64" = V-1)" I C B A PLAN TUKWILA INTERNATIONAL BLVD. SITE DATA LEGAL DESCRIPTION ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL PARCEL NUMBER: 0923D49120 AREA, 559,465 SQ. FT. PARCEL B BUILDING AREk' 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 SO. FT. W.%, IN KING COUNTY, WASHINGTON THAT IS SOUTH 89-16'35' EAST, 100.00 FEET FROM THE NORTHWEST CORNER OF THE BLDG B: 73:087 SO. 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 6V46I)r EAST, 58.17 FEET, TOTAL: 245,164 SO. FT. THENCE NORTH 63-3248- 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- I (SR 99) SOUTH I I 8TH STREET TO JCT SSH NO- 1-K APPROVED JULY 23,1957; PARKING REQUIRED: OFFICE 2.511000,SF 61.3 SIAI L!; THENCE FOLI OWNC SAID WESTERLY RICHT-OF-WAY LINE AIONG THE ARC OF A 2,80-5.0[)-FOOT RADIUS, NON -TANGENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS SOUTH 6Y45V WEST) THROUGH A CENTRAL ANGLE OF VWX A DISTANCE OF 62.42 PARKING PROVIDED: 757 STALLS (3.0911000SF) 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 6T0121- WEST) THROUGH A CENTRAL ANGLE OF 6-3121', A DISTANCE OF 320-46 FEET; THENCE SOUTH 7332427 WEST, 16.58 FEET, THENCE SOUTH 7 I'35'5V WEST, 61.96 FEET; THENCE NORTH 78'3B'58* WEST, 7.83 FEET: THENCE SOUTH 75'5344- WEST, 106.07 FEET; THENCE NORTH 05'01'1W WEST, 18.41 FEET; THENCE SOUTH 82'2Z27WEST, 64.93 FEET, THENCE SOUTH 6355'24WEST, 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 NOV 18 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281,8700 sabey.com 6194 BWASTEBED ARCMM= I KARA K AWWWOR I S .0 TATE OF WASHNGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INT'L BLVD, SUITE 201 TUKWILA, WA 98168 REVIEWED FOR CODE CON41PLIANCE APPROVED DEC 18 2019 city of Tukwila BUILDING DIVISION MARK 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 Salbey Corporation. 4 3 I CODE ANALY 5,&&s = -f Architecture F ME D I C E LIFE SAFETY LEGEND INDICATES PATH OF TRAVEL TRAVEL DISTANCE START POINT COMMON PATH OF TRAVEL INTERSECTION EXIT AND LOAD OCCUPANCY B rXXXX �-- FLOUK AREA (SF) OCCUPANTLOAD W__ LOAD FACTOR PER IBC 1004.1.2 OE EXISTING EXIT SIGN &N NEW EXIT SIGN (R)t EXIT SIGN WITH DIRECTIONAL ARROW 0 E EXISTING EXIT SIGN TO BE REMOVED OR, RELOCATED 'Z "',/' OCCUPANCY CALC-ULATIONS E=1 6 - OFFICE 7,709 SFIIOD SF PER OCCUPANT = 77 OCCUPANTS AREA NOT IN SCOPE SUITE 201 'u TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE TE ' F 7,709 SF Y TOTAL OCCUPANCY C UPANTS 77 OCCUPANTS 7� 0 2 2 Q NUMBER OF EXITS REQUIRED Fk 3 3 ]EIR) , S A NUMBER OF EXITS PROVIDED 26 26 X OCCUPANT LOAD PER EXIT 71 x.2 = 15' 7 2: X, V, TH REQUIRED EXIT WIDTH* EXIT DOOR WIDTH PROMADED 3%0� I3T CLEAR) , I, CL �Nom MINIMUM EXIT WIDTH PROVIDED SHALL BE 3T �5/ V, TOTAL EXIT ACCE�S fRAVELDISTANCEi90' L Ix EJLJ HALLWAY <4 --- > E — — — — — — — B Vle N N 0 A 11001 SU x x/":/" /": 'Z _j 4� COMMON PATH OF TRAVEL DISTANCE: 49' TOTAL EXIT ACCESS TRAVEL DISTANCE: 100 It A—, -T _7� F 2015 [BID SECTION 11008 MEANS OF EGRES5 IN FOR BUILDINGS AND ILLUMINATION REQUIRED EMERGENCY ILLUMINATIO .6) I egress serving a room or space shall be DURATION OF ILLUMINATION (1008.3.2-1008.3 The means 0 it times that the or space is occupied; In the event of power supply failure in Rooms and spaces, illuminated at 81 room in I footcandle at the 1 mination level shall be not less the all of the following areas: 1 . Electrical quipment rooms, 2. Fire LEVEL 02 FLOOR PLAN LIFE SAFETY PLAN walking surfaceupply for means of egress illumination shall command centers, 3. Fire pump rooms, 4. Generator rooms The power s 5. Public restrooms with an area greater than 300 square feet a normally be provided by the premises' electrical SuPPIY� The emergency power system shall provide power for In the event of power supply failure in rooms and spaces that minutes and shall consist of an emergency electrical duration of not less than 90 � 7�0 iore means of egress, an on -site generator, require two or n ally illuminate all of the following areas� storage�batteries, unit equipment of �cy power, the lighting system shall automatic illumination level under emergen itiall illumination that is tridors, 3. EYit access stairways and ramps A 11, Aisles, 2. CC I power supply failure in buildings that require facilities shall be arranged to provide in inimum at In the event 0 ;ency electrical system not less than an average of I footcandle and a m two or more means of egress, an emeq the following areas: 1. any point of 0. 1 footcandle measured along the path of egress shall automatically illuminate all of ramps 2. Interior and at floor level. )e permitted to decline to 0.6 interior exit access stairways and Exit passageways, 4. illumination levels shall t exterior exit stairways & ramps, 3. nd areas footcandle average and a minimum at any point Of 0.06 Vestibules at level of discharge, 5. Fxterior landings a footcandle at the end of the emergency lighting time duration. .— — .,it riiqrharae a —inmini-to-minimurn illumination uniformity ratio Of 40 to I jili)j E 0 E TYPE _NR ON TYP OF CO I ST UCTI IN E 11 . SPR IKLERED LIEU OF 1-HOUR CONSTRUCTION) CLASSIFIG�T_10 ;y (ut-i-lut) EXITING REQUIREMENT& O�@�j�T:`L&AD FACTOR (2015 IBC TABLE ID04.1-2) BUSINESS AREAS WTH SPRINKLER PROTECTION): 100 GROSS EGRESS WIDTH PER OCCUPANT (EXISTING CONDITIONS) USE (SPRINKLERED) STAIRWAYS (INCHIO ;CUPANT) OTHER EGRESS COMPONENTS (INCHIOCCUPANT) 8 OCCUPANCY 0.3 02 T ' RAVEL DISTANCES: ,. ji�j�4UM ALLOWED DEAD END CORRIDOR LENGTH'5M- (IBC 1018.4, EXEMPTION 2) 2, MAXIMUM ALLOWED COMMON PATH OF EGRESS TRAVEL - 1001-0- (IBC TABLE 1014.3) 3, MAXIMUM ALLOWED EXIT ACCESS TRAVEL DISTANCE: 300'-V (IBC TABLE 10162) EXIT OR EXIT ACCESS DOORWAY ARRANGEMENTS (IBC 1015.2j, EXCEPTION 2) MORE THAN W 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 SUITE 201 B F 7709 , LE �ELEC�/ x// E REF ==j RE= C E I VE D Cl-ry OF TUKWILA I40V A 8 2019 PERMiT CENTER 12201 TuWIa Int! Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 � BZMTMW I ARCMT=T CV SAB" zf I 12 2 IRE 9161 INTERGATE.WEST BUILDING IS 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILkWA9B168 REVIIEWED FOR CODE coloe"iPLIANCE APPROVED DEC 18 2919 city of Tukwila BUILDING DIVISION IkfiAPK I DATE I DESCRIPTION PROGRESS DATE: 11/12/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All d1alling- and mitten material pP ... ing Wain O.nmihit. the original and unpublished work Of the Sabey Corporation and the same may not be duplicated , used or disclosed without the mitten consent.f the Sabey Corporation� LIFE SAFETY PLAN F111 1 2 3 4 5 6 7 8 9 10 F E D C B A �2 1/8" = V-0" -1 man DEMOLITION GENERAL NOTES 1. THESE DRAWINGS RAVE 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 R QUIRED. AFTER REMOVAL OF PIPE CHASES, PATCH HOLES IN FLOORS 0 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 ANDIOR 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 & PANELS, AND EXISTING LIGHT FIXTURES. 13. REMOVE ALL EXISTING PRIVACY FILM AT INTERIOR GLAZING. % SALVAGE ALL DEMOD DOORS TO REUSE. 15� SALVAGE ALL DEMOD 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 DEMOLITION NOTES BY NUMBER ALL EXISTING PERIMETER,,,"—' S, SIUSANDHE RSTO—EMAIN, PATCH AND REPAIR AS NEEDED. FLOOR, WALL, AND CEILING FINISHES TO BE DEMOLISHED EXISTING RAISED FLOOR TO BE REMOVED. \Oj NOT USED. 1 5 REMOVE EXISTING WALLS AND INSULATION AT PERIMETER WINDOWS. 06 REMOVE DEBRIS AND CLEAN PATIO. 07 EXISTING SOFFIT TO BE REMOVED. \/70\ o/ EXISTING CEILING, GRID AND LIGHTING TO BE REMOVED IN HALLWAY. RECEIVED CITY OF TUKWILA "'Nor $ U-1 1`40V 18 2019 01 PERMIT CENTER SABEY Architecture 12201 Tukwila Int'Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 REGISTERED ARCHrrECT d SASA bL ANDERSON S .0, TATEOPWASHINGTON SABEY HEADQUARTERS RENOVATION SECONDFLOOR INTERGATE.VVEST BUILDING B M01 TUKWILA INrL BLVD, SUITE 201 TUKWILA, WA 98168 REViEVV�F-D FOR CODE COi'viPLIANCE APPROVLD DEC 18 2019 City of Tukwila I BUILDING DIVISION MARK j DATE DESCRIPTION PROGRESS DATE: 11112119 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the mitten consent of the Sabey Corporation. DEMOLITION PLAN - LEVEL 02 F D I C E A I -7 7/,/-/, T'/�""'///"/' /�R 7 218 77", �7 MEN 0- � 1-1 1 WOMEN'S LOCKER '�D It nrALIGN 7 14'- 9* A61 Z C 7 A62 �// mz` x ��0/0 x, 118" = 1'-0" 1 W 71! LOUNGE 100 A L CENTER FIREPLACE LQ)/� 1, ON DOOR 5'-2" 3'- 6' 1 A A61 61 A61 7 1 3' - 6" CAFE Z' 202 A61 2IA45-01 A61 6 CDR IDOR i ' I ------------- 202 All -------- 4 ] - ��j4 RIEF ALIGN GLA A61 OUT, DDLE 2. A61 11 ILI IT NE mA G DOD A61 5 c PYIPRI 3fA45-01 3 A61 203 F- ABI BUILT IN BENCH WS UGN 2" 6' - 10" 61 LIBRARY HUDDLE A61 EgLBJ 9 OFFICE OFFICE OFFICE 7 F E 7OFFICE 1 2=08 F-2-07� 8 :f " �j 211 8 r2 l22 8 8 8 10'. 0 112" 10'. 0 112" 19-0" 4 4 4 4 4 4 4 14'- V 1 6'-3112' 5IA45-01 12 4 OPEN W IONS C?=jR1.DDR FLOOR PLAN GENERAL NOTES 1. REFER TO SHEET ADUl FOR ADDITIONAL GENERAL NOTES. 2. PARTITION TYPES ARE SCHEDULED IN THE A61 SERIES. 3. PARTITION TYPES LABEL GL4 TO BE ALLSTEEL, BEYOND LOW PROFILE WALL SYSTEM, COORDINATE DIMENSIONS AND MATERIALS NTH COI SUSAN RUDD. 4� SEE A43 SERIES FOR PLUMBING LAYOUTS AND TYPICAL MOUNTING HEIGHTS OF PLUMBING FIXTURES AND TOILET ACCESSORIES. 5. RROVIDE 71 CLEAR BETWEEN STUDS AT LAVATORIES 6. PROVIDE A VSTUD MIN. BEHIND TOILET AT FLOOR MOUNTED TOILETS. FLOOR PLAN LEGEND BUILDING EXPANSION JOINT EXISTING PARTITION TO REMAIN NEW PARTITION DOOR TAG REF: A62-OX SERIES FOR DOOR SCHEDULE PARTITION TAG REF: A61-OX SERIES FOR CHARTS FLOOR PLAN NOTES BY NUMBER STOREFRONT SYSTEM BASIS OF DESIGN: ALLSTEEL, BEYOND WITH GLASS PIVOT DOOR$ COLOR ANONDIZED BLACK, F HIGH WALL ABOVE STOREFRONT TO BE A61 03 FLOOR POWER REQUIRM COORDINATE NTH ELECTRICAL. A'� ALL WALLS TO BE CENTERED ON MULLIONS. SEE DETAIL 41A61-01- BUILD A NEW WALL ALIGN WALL WITH EDGE OF EXISTING SILL PROVIDE FAUCET FOR BUBBLY AND STILLWATER INFILL EXISTING WALL TO MATCH -Ot /0\ PROVIDE NEW SILL WALL BELOW WINDOW TO MATCH EXISTING. SEE DETAIL 3AIA61 REPLACE EXISTING SPANDREL PANEL PROVIDE NEW WATERPROOFING AND DECKING ON PATIO RECEIVED CITY OF TUKWILA NOV 18 2019 U-1 PERMIT CENTER Z2q-&0=) F.— I Architecture 12201 Tulovlla Int Blvd - 4th Floor Seattle, WA 98168 206281.8700 sabey.com R&MTEnm ARCHTTE= 7 ZARA K 5?A�Tz OF �W.T. SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 9816B F—p,-��ViSWED FOR ICOD 1ANCE D D[c 18 2019 City of Tukwila B ILDING DIVISION MARK DATE DESCRIP" PROGRESS DATE: 11/12/19 DRAWN BY: AK CHECKED BY. TS APPROVED BY: KA PROJECT NO: remin constitute All dra."lls In' ration the original and unpublished m,k of the Sabey COMD. ,d and the same may not be duplicated, used or disclose vAthout the written Consent of the Sabey C-M(oaftn FLOOR PLAN- LEVEL 02 1�� 1 2 3 4 5 6 7 8 9 10 F E D � (D-- - C LEVEL 02 REFLECTED C B A RCP GENEML NOTES 1. CEILING MOUNTED FIXTURES SHOWN ON THESE PLANS ARE DUPLICATED ON THE MECHANICALAND ELECTRICALAND 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 NTH 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 NTH 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) ^Sim XX 'I, xxx CEILING DETAIL/ SECTION TAG O"AFF- CEILING HEIGHT DESIGNATION PER AREA. WHERE NO HEIGHT IS DESIGNATED, ASSUME 9'-V GYPSUM BOARD CEILING SUSPENDED ACOUSTIC CEILING PANEL 7 X 2' SUSPENDED ACOUSTIC CEILING PANEL Z X 8' TwCp-lill WOODSLATCEILING 0 11j]i IHI EXPOSED STRUCTURE AREA OUT OF SCOPE RCP NOTES BY NUMBER ALIGN FEATURE LIGHTING OVER FINAL FURNITURE LAYOUT, COORDINATE WITH SUSAN RUDD COI UNDERSIDE OF SOFFIT TO RECEIVE WV-1. PROVIDE WS-1 AND WS-2 AT INTERIOR SIDE OF WINDOWS. PROVIDE WS-1 AT INTERIOR SIDE OF WINDOWS. RECEIVED CENTER LIGHT ON DOOR CITY OF TUKWILA NOV 18 2019 CENTER LIGHT IN SHOWER STALL PERMIT CENTER LIGHT FIXTURE LEGEND TAG LIGHT FIXTURE DESCRIPTION LA - — --------- 12"RECESSED DOWN LIGHT (TYPE A) LB RECESSED LINEAR DOWNLIGHT (TYPE B) LC RECESSED LINEAR WALL SLOT (TYPE C) LID CYLINDRICAL PENDANT (TYPE D) I-L MOUNTED SCONCE (TYPE E) )NOPOINT PENDANT (TYPE F) LG LH-- DECORATIVE PENDANT (1-2 ENTRY) (TYPE G) FE—CORATIVE PENDANT (1-2 KITCHEN) (TYPE H) U DECORATIVE PENDANT (1-2 HUDDLE) (TYPE 1) DECORATIVE PENDANT (1-2 CONFERENCE) (TYPE J) LK DECORATIVE LL DECORATIVE PENDANT (L4 CONFERENCE) (TYPE L) SABEY Architecture 12201 Tukvvila Int' Blvd - 4th Floor Seattle, WA 9B168 206.281.8700 sabey.com 6194 STATE SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 fF" F- V I S VvIE- D F 0 R CODF- CO,'t�,IPLIANCE APPROVLD MDEC1 8 2019 City of Tukwila BUILDING DIVI��N MARKI DATE I DESCRIPTION PROGRESS DATE: 11112119 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and mitten material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the mitten consent of the Sabey Corporation. REFLECTED CEILING PLAN - LEVEL 02 Al 0-04 5 4 3 2 5 8 7-- zz_= X /Ozl /2 77 77 Z )K"// F-2—OD-1 LOUNGE x" //0/ WED WD-1 X zM/ 7 /'/477777 �/// X��X, �A-4, -0 E1_1 RS, WD-1 T4 TORAG 7 /Z4/ T-5 X v , IT I 'AII RB-1 -4 T PT-1 PT -I X, RB-1 RB-1 TA CPT-1— CPT L V z POLISHED CONCRETE IN CORRIDOR jcic CONC CPT-1 T-1 0 z REP REP 0 z CPT_1 D-1 C T-1 G z M, 0 T-1 RB-1 PTA OITA IONS B-1 X/ RB-1 OPEN W T-1 WD-1 CPT-1 CPT- MPT CPTA WC-1 PT-1 WD IIJ CPT-1 RB-1 WCl WD-1 CPT-1 CPT-1 Y�, W c IPRII PT-1 OPEN RB-1 F=7 3 WORKSTATIONS PT-1 /xI RUDD-LE CPT-1 D-1 RT-1 AM— — '/z A, x 1%, 1 1, TERRACE l� 4, OFFICE F117 OFFICE OFFICE F-26-1 __9_1 8 2=07 OFFICE F20 PT-1 _0 IF211 RBA x EF El WD-1 PTA T-1 'T MRL11-1 C I Bi UO RB-1 IT 1 OF -1 CPT-1 LIE i CPT-1 RARY HUDDLE CPT-1 F-207B I OITA 1/8, = 1'-0" 1 A I is INTERIOR FINISH PLAN LEGEND ROOM FINISH TAG ROOMNAME NUMBER WALL FINISH WALL BASE FINISH FLOOR FINISH ACCENT FINISH TAG ITHISTAG 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� REFER TO INTERIOR FINISH PLANS A13-01 FOR FINISH LOCATIONS. FLOOR 1. TRANSITION ALL FLOOR FINISHES AT CENTERILINE OF CLOSED DOOR- 2, METAL TRANSITION AND TRIM FINISH: BLACK WALLICEILI : 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, UND. 4, LEVEL 5 WALL FINISH BEHIND WC-3. D—OORSNWNDOWS* i, REFER TO A62-01 FOR DOOR SCHEDULE, FINISHES, TYPES AND DETAILS 2. ALL STOREFRONT FRAMES AND DOORS TO BE ANODIZED BLACK MILLWQRK 1. SEE FINISH PLAN FOR ALL MILLWORK FINISHES 2. SEE SHEET A50-01 FOR MILLWORK DETAILS AND LEGENDS ACCESSQRIES'. 1. ALL FIRE EXTINGUISHER CABINETS TO BE STAINLESS STEEL PAINT FINISH: MATTE FINISH CEILINGS EGGSHELL FINISH WALLS GLOSSFINISH BASE, TRIM, DOORS, HANDRAILS RECEIVED cl-fY OF TUKWILA Nov j a 2019 PERMIT CENTER t$kpdt:1) = ir Architecture 12201 Tukwila Int' Blvd - 4th FI..r Seattle, WA 98168 206,281.8700 sabey.com 6194 �_R_WjSTEM ARCMTE= SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 COD.- C,0`v,PLiANCE �Ppp,OVZD D[C 18 2019 City of Tukwila I MUILDING DIVISION MARK DATE DIESCRIF PROGRESS DATE: 11/12/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All d1avvings and written n1at,-�1.-lk-PP--.'m9 he,eh`.ccn"'il' Ii be, ,,, S., r the original and unpub " rporation and the same may not be duPlICated, used oT disclosed ,Athn.t the �itten consent of the Sabey corporation. INTERIOR FINISH PLAN - I LEVEL02 1�_ 3 4 Y .LEVEL02 ir = 11-V I A I IF, 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 0 NEW FURNITURE (OFOI) EXISTING FURNITURE (OFOI) FURNITURE PLAN MOUNTING HEIGHTS COORDINATE CHAIR AND BRACKET LOCATION WITH ACCESSORIES MOUNTED TO BACK SIDE OF DOOR C, BATTERY MARKER BOARD FOLDING CHAIR CLOCK TACK BOARD WALL BRACKET -P, E] C, < MAGAZINE RACK - MR CHART LITERATURE RACK - LR FURNITURE PLAN NOTES BY NUMBER dl' 7 7-7::7:7 <<< Indicates 7Sh:eet Keynote on Plan 0 RECEIVED CITY OF TUKWILA NOV 18 2019 PERMIT CENTER ti'pgt:� ='r Architecture 12201 Tukwila InV Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com $194 SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATEMEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 9B168 F11- COCE- CO.�v,::--LIANCE A'PFN0".'LD DEC 18 2019 LCity of Tukwila BU u" �1' L1L'1NG )YI�ION -------------------------------------- MARK I DATE DESCRIPTION PROGRESS DATE: 11/12119 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All dravvings and wipe� nate'l ........ iril Wain consfilute z ation the original and unpublished Wo.rk of the Sabey orpod and the same may not be dup icated used or disclose %vithout the witten consent of the So�eY Corporation. FURNITURE PLAN - LEVEL 02 FOR REFERENCE ONLY A 11 A 5-01 2 3 4 5 6 7 8 9 10 F 3'_ 3' - �, 6 E D C �(L_E B A q� 5fA43-01, LEVEL 02 FLO( 1/4' = 1 '-0" COAT HOCK CDAT HOOK 7/A43-01 BENCH 6IA43-01 34LOCKERS IRROR 9112'- IE- A61 2IA43-01 C _T. OAT HOOK MIRROR 4IA43-01 COAT HOOK 2bLOCKERS AUGN 61-11, M-1-1-1-11 M 0 "m � L2 WOMEN'S LOCKER / SHOWER ROOM 1/4"= V-0" L2 MEN'S LOCKER/ SHOWER 114"=T-011 PAPER TOWEL DISPENSER MIRROR MIRROR PAPER TOWEL DISPENSER MIRROR NTH 4' DEEP SHELF COAT HOOK L2 WOMEN'S LOCKER PT-1 CLI=b d=44 TA--� L2 WOMEN'S LOCKER RM 1/4" = 1 �-O" (:t)!L 1,�2MT_�EINTSS S-HOWER/ LOCKER 4 1/4' = 1 �-O" PLUMBING LAYOUTS GENERAL NOTES t 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 11/2' 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' CIA 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 114" = T-O" TOILEY ACCESSORIES LEGEND & MOUNTING HEIGHTS �C RANGE fRR) TO OPERATION A F WHERE< 20' COUNTER DEPTH RR:544'AFFWHERE 2V-25' COUNTER DEPTH Rk' 24-44"AFF WHERE NO COUNTERTOP 4* MAX DEPTH Lj — Q- Or FR 7PT REG REG SURFACE SURFACE TOILET REG REG PAPER PAPER MTD MTD PARTITION SANITARY SANITARY TOWEL TOWEL PAPER PAPER SANITARY NAPKIN NAPKIN DISP DISP & DISP TOWEL TOWEL NAPKIN DISPOSAL RECEPT DISP DISP DISPOSAL 39 - 41' TO CE OF GRAB < of E_SD I TOILET TISSUE SURFACE MTD HOLDER SOAP DISP tBACK GRABBAR WALL LENGTHS ARE 6. (iTo(i MOUNTING HEIGHTS ARE FLOOR FINISH TO TOP OF GRAB BAR, 24' 30' TWO WALL GRAB BAR @ 36' ACC 36"X36' 42' SHR REF PLAN FOR LENGTH 18'VERT, REF TO INTERIOR ELEVATIONS WHEN SPACE ISNOTACCESSIBLE 0 L) zc V-4- 10" F 0 c� CUSTOM 0 ME 3-WALL GRAB BAR FRAMED @ ACC 30760' 90* SURFACE MTD MIRROR, SHR W/O SEAT GRAB ROBE HOOK 24"X36' FRAMED 3-WALL GRAB BAR BAR MIRROR, @ ACC 30748' SHR (?X?) FRAMED MIRRORIWI SHELF 24X36' 4 6' MIN MIRRORED TOWELBARSEE SHR CURTAIN GLASS (GL-9) INTERIOR ROD SEE INTERIOR ELEVATIONS FOR ELEVATIONS LENGTH FOR MTG HT & SIZE 4'- 3" 2 FOLDING SHR COAT RACK TOWEL& SURFACE MTD SEAT ROBE HOOK TOILET SEAT COVER DISP 3' MAX-4 4L, TOE KNEE CLEARANCE CLEARANCE RECEIVED CUR FLR SPACE WHERE REQUIRED CITY OF TUKWILA NOV 18 2019 IN% 05kol PERMIT CENTER z 1P SABEY Architecture 12201 Tukwila InV Blvd - 4th Floor Seattle, WA 9BI68 206.281.8700 sabey,com pj=TERm ARCMM= �JANA K ANDERSON STA'MOFWMMGTON T 0,7ME SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATEAEST BUILDING B 12201 TUKWILA INrL BLVD, SUITE 201 TUKWILA, WA 98168 C "2V COCE - -_O"�rLD DEC 18 2019 City of TukAija or'j EBUILD�;NG DIVisION MARK 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. ENLARGED TOILET PLANS AND INTERIOR ELEVATIONS 1 2 3 4 5 IV 6 7 9 10 tA j)jL2Z B J�OQQKCASE WALL AXON PL-1 F --I F_ -I mW REF REF PL-1 L-1 FLA T R W-1 1 711 1 19. 119. ICE MAKER KITCHEN ELEVATION 1/4'=li-0- 1 rq--� MARKETING CONFEREN U - 5 112'� r Fc: WC-2/WG-3 86"TV 86" TV OPEN �O BEYC NO SS-1 OPEN TO BEYOND N PE TO EY B/ OND OPEN �O BEYOND OPEN TO BEYOND _L3�11 :1--7-7 2 AL// 7TWV-1 WV-1 �.-91/2� L Pg,,q W19-84314- 12M �.91/2' T 2.0' - W 4'- 11' 9 1121 L 5 112�'l IM W T 24T 14'- 3" V-5112 ' 0'- 5 112' D LEVEL 1/4"=j'_0" 1 C -7 � v i %-,, i xr ,�� 114'=l'-O" 1 A E - SOUTH LEVEL 02 OFFICE COPY PRINT - SOUTH 1/4" = T-O" A EQ. a" ECL L—f-mv, TV __1 C� MARKETING CONF ROOM 114" = V-0" I 02 OFFICE COPY PRINT - NORTH 1/4"=V-0" 1 ECL J _j TYP. CONF ROOM TYP CONF ROOM SIDE WALL I 1/4"=V-0" 1 WV-1 CLAD BENCH WOOD BASE IN I ERIOR ELEVATIONS — — — OWNER FURNISHED ITEM/ EQUIPMENT NOTES BY NUMBER CONTRACTOR FURNISHED ITEMI EQUIPMENT CABINET TYPE (REF A50-01 SERIES FOR DESCRIPTIONS) SABEY TO PROVIDE 1 I'X 17" PLASTER HANDS 'MiDT H (INCHE9) CABINET HEIGHT (INCHES) EQUIPMENT TAG INTERIOR ELEVATION GENERAL NOTES I . 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 RECEIVED 4. SEE SHEET A50-01 FOR CASEWORK TYPES AND DETAILS CITY OF TUKWILA 5. SEE SHEET A64-01 FOR FINISH LEGEND AND DETAILS NOV 18 2019 DWA 1-10$ ko-1 PERMIT CENTER SABEY Architecture 1 01 ukwila Int' Blvd - 4th Floor Seattle, WA 98168 6194 RMISTIMIM ARCMTECr ZMAILA"DEMN STATEOFWASWGWN SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B M01 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 cc c- N CIE A F, F 41 3V Z� D DEC 18 2019 City of Tukwila BUILDWIG DIVISION MARKI DATE DESCRIPTI—ON PROGRESS DATE: 11/12119 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All dramags and written material appearing herein constitute the original and unpublished walk of the Sabey Corporation and the same may not be duplicated, used or disclosed vinthout the written consent of the Sabey Corporation. INTERIOR ELEVATIONS 1 2 3 4 6 6 7 8 9 10 F E D B A Z 6 U a C ,7 nPPT14 TC) MAT(.H An.lAr.FNT RA.qf: r.ARMORK BACK PANEL ADJUSTABLE SHELVES CROWAVE OORDINATE ECTRICAL) PLASTIC LAMINATE CLAD DOOR ADJUSTABLE SHELVES MOUNTING RAIL WOOD BLOCKING FULL HEIGHT CAB w FULL HEIGHT STORAGE 11/2" V-0' 110 V-0- 3HEDULED FINISH APPLIES )AI-1 EXPOSED SURFACES )JUSTABLE SHELF, TYP VALANCE UNDER CABINET LIGHT WHERE SHOWN ON RCP ANDIOR INTERIOR ELEVATION z 0 0 FIXED SHELF FOR UPPER STORAGE R; BACK PANEL BAR FOR COATS PLASTIC LAMINATE CLAD DOOR MOUNTING RAIL 0 WOOD BLOCKING z BACKSPLASH - SEE ELEV FOR MATERIAL SIDESPLASH BEYOND, TYPICAL WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREAA -FO RIMAUDEHY D E FREE) INSULATE PIPES ENSURE KNEE CLEARANCE COMPLIES WITH ACCESSIBILITY REQUIREMENTS AT SINK, ATTACH RLAM CABINET BASE TO DOOR & ENSURE SWING CLEARS FLOORING FINISHED FLOORING BACKSPLASH - SEE ELEVATION FOR MATERIAL 2 - 0 314'UN0 SIDESPLASH BEYOND, TYPICAL 3/4' L T. 6- , L FULL EXTENSION GLIDES WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA -FORMALDEHYDE FREE) PLASTIC LAMINATE CLAD PULL-OUT TRASH DRAWER VIATH SOFT CLOSE MECHANISM BACKSPLASH - SEE ELEVATION FOR MATERIAL SCRIBE TO WALL ��/— T`- 3' SIDESPLASH BEYOND, PLASTIC LAMINATE 2 - 0 314" UNO TYPICAL FINISH, TYPICAL z 0'- 111/2' SUPPORT PANEL BEYOND LD HEAVY DUTY HANG ROD PROVIDE SCRIBE AT TOP 8 WITH END BRACKETS, OF EQUIPMENT IF GAP IS 0 FINISH SHALL BE BRUSHED 1/2'OR LARGER STAINLESS STEEL PROVIDE cl, < INTERMEDIATE SUPPORTS !;E AS REQUIRED. FINISH SIDE PANEL BEYOND FINISHED FLOOR PROVIDE CUTOUT FOR ELECTRICAL OUTLET IF APPLICABLE SCHEDULED EQUIPMENT LASTIC LAMINATE BASE N P CQ�AT CLOSET SHELF SCRIBED TO FLOOR FINISHED FLOOR - CONTINU (qjc 11/2" V-0" UNDEREQUIPMENT FINISHED FLOOR P EN TRASH B IPX COUNTER WITH EQUIP 11/2" V-0" 11 ' V 0' NATION FOR MATERIAL ESPLASH BEYOND, 1ICAL ITE MELAMINE TYPICAL INTERIOR SURFACES �FA-FORMALDEHYDE :E) ADJUSTABLE SHELF SHELF CUPS, TYPICAL kSTIC LAMINATE CLAD OR/ DRAWERS kSTIC LAMINATE BASE RIBED TO FLOOR ISHED FLOOR - -'-,KSPLASH - SEE NATION FOR MATERIAL ESPLASH BEYOND, 11CAL ITE MELAMINE TYPICAL INTERIOR SURFACES EA -FORMALDEHYDE E) �STIC LAMINATE CLAD kWERS kSTIC LAMINATE BASE RIBED TO FLOOR FINISHED FLOOR 'D BASE DOUBLE DOORS BASE THREE DRAWERS I I BACKSPLASH - SEE ELEV FOR MATERIAL 2'- 0 314" SIDESPLASH BEYOND, GYPSUM BOARD SOFFIT TYPICAL BASE AT SINK COPY PRINT TRASH OPEN SHELVING ZT 11/2" = V-13" 1 1/2" = 1 �-O" UC 11/2" = V-0" 1 WHITE MELAMINE TYPICAL AT INTERIOR SURFACES (UREA - FORMALDEHYDE FREE) STAINLESS STEEL CHUTE BACK PANEL — TRASHIRECYCLE BIN ATTACH RLAM CABINET BASE To DOOR & ENSURE SWING CLEARS FLOORING FINISHED FLOORING WALL CABINET SECT101 11/2- = V-0" 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 HARDWARE NOTE: ALL KITCHEN CABINET HARDWARE TO BE: HAFELE, STUDIO COLLECTION, COLOR: BLACK MATT, ITEM NO. 110.34.306 RECEIVED CITY OF TUKWILA NOV 18 2019 PERN11T CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Flow Seaftle, WA 93168 206.281.8700 sabey.com �6119L4 CHn= UM W. ANDEMMIN 3TATE or WASWGT"Off SABEY HEADQUARTERS all RENOVATIOINI SECO11MID FLOOR INTERGATE.VVEST BUILDING B M01 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 R'—viE'V1j7,--; �Gpz C — C -' i-L!ANC,`: CC= APP,-',3VLD DEC 18 2019 1. City of Tukvvila BUILD:NG DIVISION MARK DATE DESCRIPTION PROGRESS DATE: 11112/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All dravAngs and mitten material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed vvithout the mitten consent of the Sabey Corporation. ARCHITECTURAL WOODWORK DETAILS L11 1 2 3 4 5 6 7 8 9 10 F E D C B A (ZL-p-j� BOOKSHELF SECTION 11/2" = 1 �4' 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 FIREPLACE SECTION 11/2" = 1'-0' HEADER RETURN TO JCTURE (PT-1) WV-1 CLAD TOP PIECE TILE CLADDING FULL HEIGHT CABINE SEE A50-01 FOR DET) LINE OF CASEWORK BEYOND TILE I CLAD BASE PLATFORM WV-1 CLAD BASE PLATFORM )D BASE : HEADER RETURN TO UCTURE (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 ITIAV WV-1 WRAPS OPENING AT SIDES WOOD BASE AN.DAV WALL SECTION ITAGE RECEIVED CITY OF TUKWILA C%10 NOV 18 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int'BIvd - 4th Floor Seattle, WA 98168 206281.870D sabey.com 6194 RZGISTEM ARCIMITECT A.. SABEY HEADQUARTERS RENOVATION SECONDIFLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 9B168 DEC 18 20119 City of Tukwila BUILD;XG DIVISION MARK DATE DESCRIPTION PROGRESS DATE: 11/12/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All dravvings and wrillen material appearing herein constitute the original and unpublished mrk of the Sabey Corporation and the same may not be duplimted, used or disclosed wthout the witten consent of the Sabey Corporation. ARCHITECTURAL WOODWORK DETAILS 0% =0 Aft AN z 2 3 4 6 7 8 9 10 F E D C B A PLASTIC LAMINATE EDGE REFER TO ELEVATIONS ON 2 LAYERS OF FOR COUNTERTOP 314'SUBSTRATE VARIES MATERIAL MITERED CORNER FOR FACE OF CABINET SOLID SURFACE VARIES SOLID SURFACE 0 CABINET FACE OF CABINET DOOR EDGE ON 2 LAYERS COUNTEROPS I!v OF 3/4' SUBSTRATE a"1/2 1116, EASED EDGE -1 FINISH END PANEL JOPEN "KNEE SPACE 314'WIDE MIN -0'- 0 3/4' PLASTIC WATERPROOF 'T PLASTIC LAMINATE FINISH FACE OF CABINET PLASTIC LAMINATE MDF C. LAMINATE FINISH AT KNEE SPACE FACE OF CABINET CLAD CORNER -0'- 3 t114 —j NOTE: REFER TO FINISH PLANS FOR COUNTERTOP DRAWER/ FILLER AT KNEE SPACE FACE OF CABINET CONDITIONS iWT—ERIAL DOOR CONDITIONS PULL SCHEDULED7 N9M REFER TO FINISH PLANS FOR COUNTERTOP NOTE: REFER TO FINISH PLANS FOR COUNITERTOP CABINET END PANEL BASE MATERIAL i�A—TERIAL FINISH END PANEL INSIDE CORNER TOE KICK SOLID SURFACE rc-"� PLASTIC LAMINATE 11/2' = V-101" 11/2' = V-0- 11/2' = V-101" 1112" = V-0" �,�l 1/2' = 1 �-O" SECTION 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 SS-1 CASEWORK LINE OF ENCLOSING CASEWORK WALL BEYOND WV-1 WRAPS OPENING AT SIDES WV-1 CLAD CASEWORK WOOD BASE \AARKI 11/2' = 1 �-O" CUSHION CASEWORK WV-1 CLAD CASEWORK WOOD BASE OOM BENCH SECTION WC SINK SECTION DETAIL 1112" = 1'-0" RECEIVED CITY OF TUKWILA NOV I a 2019 PERMIT CENTER SASEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com STERED 6194 RW.1 �Ml ARCHrrECT ?M .URA . E.W80. STMEOFWASENG70 i; N SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 122DI TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 R "-' V h i�) R C&�E 'C'G�,-�PL!ANCE APPR3',w'.�D DEC 18 20119 City offulowila BUILD;,X'G DIVISION MARKI 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 a riginal and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed Mthout the w,tten consent of the Sabey Corporation - ARCHITECTURAL WOODWORK DETAILS A 5 0 - 0 "a" I 2 3 4 I 6 7 8 9 10 F M P30 C M A (SCHEMATIC) STRUCTURE (2) 12 GAGE WIRES AT 44" OC MAX ALL WaRE ALONG PARTITION;� TWISTED 3 TkkS 4" MAX pARTITI NATT " 74 0 AT EACH CLIPAT4'-U'O( ATTACH& T 1 ACOUSTICAL CEILING FOAM TAPE TO PLUG GAPS AT SUSPENSION WIMCK, 20 GAGE MINIMUM, PAINT FLAT BLACK (SCHEMATIC)STRUCTURE GPTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES (D PAR11TION ORIENTED PARALLEL TO CEILINGTEES PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM (WITH TEGULAR -EDGED TILES) 3"' V-0" METAL STUDS (PER ICC ES REPORT ESR-3064P), MAXIMUM HEIGHT 204" FINISH MATERIALS VARY (MAXIMUM WEIGHT C, EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) < 0 a 2 FASTENERS: AT PLYWOOD FLOOR (MINIMUM 314' CDX): N go PROVIDE (2) NO 8 X I- WOOD SCREWS AT 24"MAXIMUM OC STAGGERED FOR 1 0 LAYER GYPSUM BOARD EACH SIDE, 16' -c!, MAXIMIM OC STAGGERED FOR 2 LAYERS BOARD EACH SIDE GYPSUM ti� 0. t 2 AT CIP CONCRETEAND POST -TENSIONED CONCRETE FLOOR: PROVIDE HILT] X-U 0.15T'D[AMETER POWDER -ACTUATED FASTENERS, EMBED 39'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 I I PTN-TO-FLR CONNECTION FOR SEISMIC SITUATIONS— �3' = V-�O� EO EQ CL (L EQ EQ TILE WITH LIGHT AND SPRINKLER HEAD ATTACHMENT OF SPLAY WIRES TO STRUCTURE: AT STEEL STRUCTURE: BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: EMBED THRICE -LOOPED WIRE EMBEDDED INTO CONCRETE (W MINIMUM EMBEDDED LENGTH). OR CEILING MANUFACTURER'S CUP, FASTENED TO CONCRETE WITH POWDER -ACTUATED FASTENERS. AT PRECAST OR POST -TENSIONED CONCRETE: CEILING MANUFACTURERS CUP, FASTENED TO CONCRETE WITH (2) 5116 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 I"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 314" DEFLECTION, MAINTAIN DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS STUDS CUT 3X'SHORT TO ALLOW 314"DEFLECTIO AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 3/4" CLEAR SPACE TO ALLOW 3111" 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 NTH ACOUS11CAL INSULATION, INSTALL GYPSUM BOARD TSHORT TO ACCOMMODATE LARGER ACOUSTICAL SEALANT JOINT NEEDED TO ACHIEVE 3/4" DEFLECTION CASING BEAD WHERE EXPOSED TO TEEL-ONLY DECK, 7 M 4" WIDE PLATE 120 GAGE No 8 SCREWS AT 1&'OC OR MINIMUM) AT 48'?'MAXIMUM OC WHERE NECESSARY HILTI X-U 0.15T'DIAMETER FOR POWDER -ACTUATED FASTENERS AT PARTITION ATTACHMENT 24' OC, EMBED 314' PER ESR-2269 FASTEN TRACK TO PLATE WITH SEISMIC DESIGN CATEGORY C, D. E, AND (3) NO 8 SCREWS AT 48' MAXIMUM F. Oc STEEL -ONLY DECK FASTEN PLATE TO STEEL -ONLY DECK NO 10 SCREWS AT 12"OC WITH (2) NO 8 SCREWS EACH END OF OR PLATE STEEL AND CONCRETE DECK OR HILT] X-U 0.15T'DIAMETER TO STEEL AND CONCRETE DECK NTH POWDER -ACTUATED FASTENERS AT (2) HILTI X-U 0.15TDIAMETER 18" OC, EMBED 314"PER ESR-2269 POWDER -ACTUATED FASTENERS, EMBED 314", MIN 4" SPACING PER ESR-2269 ACOUSIICAL NOWACOUSTICAL PARTITION, Typ PARTITION, TYP , (D PARTITION PERPENDICULAR TO FLUTES (D PARTITION OFFSET AND PARALLEL TO FLUTES PARTITION BETWEEN PARALLEL FLUTES NTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK, 3" = 11-0. IF FIREPROOFING IS REQUIRED FOR FLOOR ASSEMBLY RATING, PLACE ANCHORS FIRST OR REMOVE & PATCH FIREPROOFING AS REQUIRED 4. STRUT CONNECTION TO TIMBER CREW STRUCTURAL CONCRETE -MIN, aq ULUUMIN-1 MIN 250 LB SLAB MIN 90 LB ALLOWABLE LOAD ALLOWABLE LOAD #10 SMS EACH SIDE AT LAP V .1'MIN, 3. STRUT CONNECTION TO STRUCTURAL STEEL 4. FIREPROOFING IF REQUIRED '19 57' DI A POWER CIA ACTUATED FASTENER (2)0,145 - POWER ACTUATED FASTENER MIN 318'X 2.25' 12 GA. x 314'W STL MIN LOADS EA IN 3/8' THICK EXPANSION BOLT CEILING CUP STEEL TENSILE STRENGTH Fu=58ksi: TENSION 250, SHEAR250 1 112'X 11/2' 12 GA. CEILING CLIP CUT FLANGES AND BEND 12 GA. HANGER WIRE #10 SMS EACH SIDE AT LAP 7BRACING WIRE: 12 GA, TIE TO CLIP W1 3 SPLAYED BRACE TIGHT TURNS WITHIN WIRE - TIE TO STRAP 3' W/ 3 TIGHT TURNS 2. STRUT CONNECTION TO CONCRETE OVER METAL DECK REFERENCES WITHIN 3" (2) 318' EXPANSION ANCHOR 2-1/4' LONG ASTM E 580 5.2.7 & 5.2.8.3 FOR NOMINAL 2* EMBEDMENT. LOADS (EA) IN NORMAL WEIGHT CONCRETE Ic 3000 psi: TENSION 961LB, it' SHEAR 1020LB 3' 1 1-01, HANGER AT CONCRETE SLAB MIN 20 GA STEEL DECK L 1-1/2 X 1-1/2 X 12 GA OR 162TI25-16 (2) #10 S.M.S V WIRE HANGER WIRE BRACES SPLAY WIRES AT 45 DEG TO CEILING PLANE ON ALL 4 SIDES VIWVIUh b- MIN L;LtAK bt: I VVttN WIRES & UNBRACED DUCTS, PIPES, CONDUITS, ETC COMPRESSION STRUT HEAVY DUTY MAIN RUNNER PER ASCE 7#SEC. 13.5.6.2.2 CRO,q,';RtINNF-R REFERENCE ASTM E 580 5.2.8 (3)LATERAL FORCE BRACING -DIRECT 1 3"= V-0" I qTRI rr rnNNrrTlf)H Tr) rfyMr!.RrTr RI AR #10 SMS EACH SIDE AT LAP 3/8' EXPANSION ANCHOR 2-1/4' LONG. MIN LOADS: TENSION 604LB SHEAR 747LB CUT FLANGES AND BEND COMPRESSION STRUT BY 400SI37-33 (20 GA) STUD TO 8FT OPTIONAL COMPRESSION STRUT 11/4' EMT (MIN. 0,061' THICK), GALVANIZED WITH 1-1/2' EMT SLEEVE. DETAIL PER 2013 CAL FORNIA BUILDING CODE IF 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 C REFERENCE. ID do$Ltl CITY OF TUKWILA ASTM E 580 5 2.7 jq NOV 18 2019 COMPRESSION STRUT AT RUNNER PERMIT CENTER 3" = 11-01, SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seaftle, WA 98168 206.281.8700 sabey.com 6194 RWMTMIED ARCMTBCT &,61 A 'k JUIDIOWN STA'= OF WMMGMN SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, VIA 98168 R_*"'v*iE"vE-_ FO:R CODE CG,,,'�;PL!AN0E App;� 6D DEC 18 2G19 City of Tukwila BUILD;XG DIVISION MARK DATE DESCRIPTION PROGRESS DATE: 11112/19 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 wthout the mitten consent of the Sabey Corporation. TYPICAL SUSPENDED CEILING DETAILS 1 2 3 4 5 6 7 8 9 10 IF E D C B A CONTINUOUS PERIMETER MOLDING FOR SEISMIC ZONE CATEGORIES D, E, F; DETAIL ILLUSTRATES PROPRIETARY ATTACHMENT INSTALL ATTACHED OR UNATTACHED PARALLEL TO MAIN WALL SIDES OF APC SIMILAR ATTACHMENT SEE P 20 GA STUD BRACE TO STRUCTURE EVERY41-0'O.C. ATTACH TO STRUCTURE ABOVE PER A21- STUD 'o GYPSUM WALLBOARD —2'X 'LIGHT GAGE FRAMING ANGLE GYP BI —SEE RCP SUSPENDED CEILING TRANSITION 3" = 11-0. rq--� ACT TO GYP CEILING DRYWALL SOFFIT ACOUSITICAL CEILING AIN RUNNER ROSS RUNNER MAIN RUNNER T- 1163164" CROSS RUNNER MAIN RUNNER 12 GA. PRIMARY HANGER WIRE ���12GA. PRIMARY HANGER WIRE AT @ 4--0- O,C. IN BOTH DIRECTIONS 4'-O"O.C. IN BOTH DIRECTIONS DRYWALL SOFFIT LIGHT FIXTURE, HVAC DEVICE, LIGHT FIXTURE, HVAC DEVICE, ACCESS PANEL, WHERE ACT CEILING ACCESS PANEL, WHERE OCCURS OCCURS 12 GA. SUPPLEMENTAL HANGER WIRE AT LIGHT FIXTURE, HVAC 12 GA. SUPPLEMENTAL HANGER 0 0 DEVICE, ACCESS PANEL AT WIRE AT LIGHT FIXTURE, HVAC CORNERS UNSUPPORTED BY MAIN DEVICE, ACCESS PANEL AT U R NNER CORNERS UNSUPPORTED BY MAIN 12 GA. SLACK WIRE AT HANGER OPPOSITE CORNERS OF LIGHT 12 GA. SLACK WIRE AT OPPOS TE I FIXTURE HVAC DEVICE, ACCESS FROM CORNERS OF LIGHT FIXTURE, PANEL CLAMPING DEVICE WAC DEVICE, ACCESS PANEL 0 TO STRUCTURE FROM CLAMPING DEVICE TO CROSS RUNNER STRUCTURE 0 MAIN RUNNER HANGER WIRE 0 SUPPLEMENTAL HANGER WIRE A SAFETY WIRE (SLACK) 0 MAIN RUNNER HANGER WIRE REFERENCE ASTM E 580 5.13 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LBIFT 0 SUPPLEMENTAL HANGER WIRE ASTM E 580 6.3.3 A SAFETY WIRE (SLACK) REFERENCE ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 161LBIFT ASTM E 580 5.3.3 ACT TO GYP SOFFIT SUPTP RUNNER SUP7P TQ�MARN RUNNER �HAN�GER�IX�ION�ESID�EIMAAIN (�3) �314= �HAN�GER�2X�41 (�4) �3/4= 3" = 11-T lr-0" T-0" CEILING EDGE A MOLDING SCREW REFERENCE ASTM E 580 5.2.9 SEISMIC JOINT DI ,Y� 3-=T-0- GA. PRIMARY HANGER WIRE 4'-0- D.C. IN BOTH DIRECTIONS GHT FIXTURE, HVAC DEVICE, CCESS PANEL, WHERE OCCURS ? GA. SLACK WIRE AT OPPOSITE ORNERS OF LIGHT FIXTURE, HVAG EVICE, ACCESS PANEL FROM LAMPING DEVICE TO STRUCTURE AIN RUNNER HANGER WIRE UPPLEMENTAL HANGER WIRE AFETY WIRE (SLACK) REFERENCE ASTM E 580 5.3.3 FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LBIFT ASTIVI E 580 533 3/4" = T-0" I can EDGE - - - - - - - - - - - - - - REFERENCES ASTM E 580 5.2.6 81 MAX HANGER WIRE- SUPPORT EACH MAIN OR CROSS RUNNER INDEPENDENTLY MAIN OR GROSS RUNNER �IES - SEE RCP ADJACENT CEILING OR SOFFIT CONDITION EXTRUDEDALUMINUM CLOUD PERIMETER TRIM MAIN OR CROSS RUNNER ACOUSTICAL PANEL ATTACH TO ONE SIDE ONLY WIRE HANGER CEILING METAL SUSPENSION SYSTEM ACOUSTIC 1'MIl\L PANEL ----------------- OVERSIZE RING, SLEEVE OR CEILING EDGE ADAPTER TO ALLOWA MINIMUM OF MOLDING 1' OF FREE MOVEMENT ALL AROUND SPRINKLER HEAD 1. OR WITHIN 114 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT RED WHEN LENGTH OF END RUNNER IS 8'OF LESS REFERENCE ASTM E 580 528.5 - SPRINKLER HEAD 7 3- = V-0. STABILIZATION SHALL OCCUR WITHIN 24' MAX OF EACH WALL PROPRIETARY SEISMIC CLIP SYSTEM ATTACH THROUGH SLOT WIRE HANGER MAIN OR CROSS RUNNER ACOUSTICAL PANEL CEILING EDGE MOLDING FACE OF FINISH REFERENCE ASTM E 580 52 MAY BE ALLOWED AS PART OF AN ENGINEERED SYSTEM PROVIDE ICC-ES REPORT 1308 PERIMETER UNATTACHED - PROPRIET 3- = 11-T V WiREHANGER SEISMIC STABILIZER BAR OR MECHANICALLY CONNECTED 9-13"MAX, CROSS RUNNER SEE NOTE NO. 1 BELOW MAIN OR CROSS RUNNER 0314"MIN. ACOUSTICAL PANEL 0 o CEILING EDGE MOLDING FACT OF FINISH 1. OR W1 IN 114 LENGTH OF END RUNNER WHICHEVER IS LESS. PERIMETER WIRES NOT RED WHEN LENGTH OF END RUNNER IS WOF LESS REFERENCES ASTM E 580 5.2.5 FIGURE 6 & 5.2.6 PERIMETER UNATTACHE Y = V-0� 4! 0' M C 4- A, 0 U P, B I C D C 0 M Os A S, AIN RUNNER ROSS RUNNER 2 GA. PRIMARY HANGER WIRE AT VO.C. IN BOTH DIRECTIONS RE, HVAC DEVICE, CESS PANEL, WHERE CCURS 2 GA. SUPPLEMENTAL HANGER WIRE GHT FIXTURE, HVAC DEVICE, ACCESS NEL AT ALL CORNERS UNSUPPORTED Y MAIN HANGER 2 GA. SLACK WIRE AT OPPOSITE ORNERS OF LIGHT FIXTURE, HVAC EVICE, ACCESS PANEL FROM LAMPING DEVICE TO STRUCTURE AIN RUNNER HANGER WIRE UPPLEMENTAL HANGER WIRE FETY WIRE (SLACK) REFERENCE FOR USE WHEN CROSS RUNNER CARRYING CAPABILITY IS < 16LBIFT ASTM E 580 5.13 SUPP HANGER ODD SIZE ANY LOCATION 3/4n = V-0� RECEIVED CITY OF TUKWILA NOV 18 2019 t)%R, 05 kol PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 9816B 206.2131.8700 sabey.corn -61-94 AR M - ZARAMANDEMN STATE OF WASENGTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 CCC;- DEC 18 2019 City of Tukwila GUIM.NG DIVISION MARK DATE DESCRIPTION PROGRESS DATE: 11112/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO* All drawings and vditten material appearing herein constitute the original and unpublished mtk of the Sabey Corporation and the same may not be duplicated, used or disclosed Wthout the witten consent of the Sabey Corporation - TYPICAL SUSPENDED CEILING DETAILS - DIRECT HUNG 1 2 3 4 6 6 7 9 10 F E D C B A E4GLASS STOREFRONT PANELS POLYCARBONATE TRIM, GLASS TO GLASS JUNCTION ALUMINUM FRAMED GLASS STOREFRONT ANODIZED BLACK FINISH SCHEDULED FLOOR FINISH TYPICAL SILL (a), INTERIOR GLASS PARTITION 3" = 11-0. ALUMINUM FRAMED GLASS STOREFRONT CORRIDOR RB-1 BEYOND z 0 OFFICE INTERIOR ITION PER P RB-1 BEYOND TYPICAL JAMB 5 INTERIOR GLASS PARTITION 31� = 11-0. PARTITION AS SCHEDULED ,TURE ON NON -EXPOSED _D ILAN ED GLASS STOREFRONT _111111harall.1 AIL 5/8' GYP BD, I LAYER EA SIDE STEEL STUD SOUND ATTENUATION BLANKET WHERE SCHEDULED BASIC PARTITION THICKNESS---------,, Al 0 A2L 1 co 1-1 AL A4� U A5 �3 AS 0 AL 1 Ali U - M l-HR RATED WITH GYP BD TO STRUCTURE ABOVE (A_20�— 46 (A-3o)-- 40 (A_40�— 47 CA50)--140 1(� 47 40,, 48 NON -RATED WITH GYP BD TO STRUCTURE ABOVE (A-1l)-- 39 (A-2i)-- 46 40 (-A— _41 �— 47 -5-) (A 1 -- 401(A61 — 47 (A71 40 (A81 48 NON -RATED WITH GYP BD TO VABOVE CEILING CA12)— CA22)— CA 32 rA _42�— CA6-2)— CA72)— CA82)— NON-RATED WITH STUDS & GYP BD TO FINISHED CEILING 1 (A 3)— (A 23-)— CA 3 3 (A43 — CA53 — (A63 - (A7i�— PARTIAL HEIGHT PARTITION. SEE FLOOR 2-A34 — L CA44)-- CA54_�-- (A(4)— A74 PLANS FOR HEIGHTS. — STUD SIZE 2 1/2' 2 1/2' 3 5/8' 3 518' 4' 4' 61 6. BASIC PARTITION THICKNESS 3 3/4' 3 3/4' 4 7/8' 4 718" 5 114' 51W 7 114* 7 1/4* ACOUSTICAL INSULATION - YES YES - YES YES FIRE TEST NUMBER (WHERE APPLICABLE) I I UL DES U494 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 UL DES U465 518"GYP ED, 1 LAYER ON SYMBOL SIDE STEELSTUD D SOUND ATTENUATION BLANKET WHERE SCHEDULED METAL FLAT STRAP BASIC PARTITION THICKNESS LATERAL BRACING AS REQUIRED Dl D2 0 DL D4� 0 - M 01 D6 U D7 0 , DL 0 D9 0 NON -RATED WITH GYP BD TO STRUCTURE ABOVE CD11 — 27 CD21)— 29 (ID31 27 (ID41 30 CD51 — 27 (Dlil�— 30 (D71 — 27 (D81 31 (ID91 26 NON -RATED WITH GYP ED TO 6* ABOVE CEILING CD12�-- (D22 CD32 (ID42 (ID52 — CD7-2)— (DB2 — CD92)— NON-RATED WITH STUDS & GYP BD TO FINISHED CEILING CD13)— CD23)— (-D33 — CD43)— — CD53)— — , (D63 — CD73, — (D83 (D93)-- STUD SIZE 2 1/2' 2 1/2' 3 518" 3 518" 4- 4' 6. 61 1112" BASIC PARTITION THICKNESS 3 1/8' 3 1/8' 41/4 4 114" 4 6115" 4 5/8' 65/8, 6 5/8" 2 11 �ION I - YES - YES - --Ws—j - YES Y ES T TYPICAL WALL CONSTRUCTION YP'C SUSPENDED CEILING PER T.I. 3/4'CIR AMFER DRIP REVEAL @ HEAD ONLY SEALANT AND BACKER ROD 114'SHIM ALUMINUM WINDOW FRAME 3 lr2'X T X 16 G.A, CONT. STUD DEMO SIGHT OBSCURING FILM TO INSIDDE FACE OF EXTERIOR GLAZING SEALANT ALUMINUM WINDOW FRAME WEEP TO EXTERIOR FSEALANT LSHIM 16 GA, FRAMING AROUND WINDOWS TYPICAL WALL CONSTRUCTION WINDOW SILL AND HEAD 3 �/= 'r - 0 �- 518' GYP ED, I LAYER SOUND ATTENUATION WHERE SCHEDULED BASIC PARTITION THI NEW WALL / WINDOW MILLION PARTITION TYPES GENERAL NOTES 1. REFER TO FLOOR PLAN SERIES All FOR LOCATION OF PART17ION TYPES. ALL PARTITIONS ARE TYPE 'A61' UNLESS NOTED OTHERVIIISE. NOTALL 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 I N. 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 3W BELOW CEILING RUNNER (TOP TRACK) TO ALLOW FOR VERTICAL MOVEMENT. SET TOP TRACK V 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. 1 4. SEAL ALL CONDUIT, STRUCTURAL, DUCT AND LARGE PIPE PENETRATIONS ACCORDING TO 4IA61-50 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 NTH 6IA61-50 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 INSTALUNG 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 STIC 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 114* - 1/2'. UCATI 1114191112.1021 q A NIDTH OF MULLION) BLACK FOAM :OMPRESSED TO MULLION BY STUD DO NOT SCREW INTO MULLION OR, CORNER BEAD, JOINT COMPOUND METAL PAINTED TO MATCH MULLION RECEIVED CITY OF TUKWILA 1$kol NOV 18 2019 0 PERMIT CENTER SABEY Architecture 12201 Tukwila Inf Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com �6194 ,4rTEIM C ,7; TCOK I M I akAl MWffrAT8 OF WIUMOTON SABEY HEADQUARTERS RENOVATION SECOINID FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INrl_ BLVD, SUITE 201 TUKWILA, WA 98168 CCC- CC,-:-i NCE DEC 18 2019 CKV of Tukwila BUII_lj��'\!G DIVj -�,10�41 M4 RK �JDA�TE I DESCRIPTION PROGRESS DATE: 111121`19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All dro-rigs and written material appearing herein constitute the original and unpublished md, of the Sabey Corporation and the same may not be duplicated, used or disclosed without the widen consent of the Sabey Corporation. INTERIOR PARTITION TYPE CHARTS 3- = 11-01, 1 2 3 4 6 6 7 8 9 10 F E D C B A LINE OF STRUCTURE MINERAL FIBER PACKING 'j 7 7 Do NOT ATTACH GYP BD TO ACOUSTICAL DEFLECTION TRACK SEALANT, BOTH '03 DEFLECTION TRACK WITH 3' LONG 2 LAYERS - 5/8' GYP SO OUTER LEGS NON-STRUCTURAL I 0,,j 2 LAYERS 518" GYP BD METAL FRAMING IN, NON-STRUCTURAL 2112'SOUND ATTENUATION BLANKET - METAL FRAMING 1 LAYER - 5/8'GYP BD �NO 3ff SOUND ATTENUATION BLANKET BRACING PERMITTED WITHIN VAIR SPCE ACOUSTICAL PARTITION 0) HEAD (STC 64) 11/2'=l'-O" ]ACOUSTICAL PARTITION (TYPE U SIM) HEAD DETAIL :WITH MINERAL FIBER JSTICAL SEALANT BACKER ROD ACOUSTICAL PARTITION SECTION 1112"=V-0" 1 PIPE PENETRATION THRU NONRATED CONCRETEICMU co MINERAL FIBER PACKING HEAD DEFLECTION ASSEMBLY NON-'TR' M NON-STRUCTURAL METAL 1 171 1 FRAMING SECURED TO STRUCTURE ABOVE A 7 CONTINUOUS HORIZONTAL NOW STRUCTURAL METAL FRAMING REQUIRED WHEN GYP BO 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 Z PARTITION SECTION 1 1/2"= li-O' I @ BRACING WHEN PARTITION EXCEEDS MAXIMUM HEIGHT ALLOWED BY STUD MFR LINE OF STRUCTURE r"RACING ANCHORED To 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!-O"EA SIDE OF PARTITION SCHEDULED CEILING J-MOLD STUD TRACK 518" 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 (a)- CEILING 11/2"=l'-O' 1 WHERE GYPSUM BOARD STOPS AT THE CEILING TOP F NISH MATERIAL PER ALIGN EDGE WITH GYP BOARD INTE2OR ELEVATION BELOW �E � VA 'RI LS SEALANT (EA SIDE) E 'S CONT FIRE RETARDANT WOOD BLOCKING SECURED TO STEEL HEAD PLATE STEEL PLATE SECURED TO 2' 7 T7 TUBE STEEL SUPPORTS NON-STRUCTURAL METAL FRAMING 71 17 'A SOUND ATTENUATION BLANKET 1 LAYER 5/8" GYP BD (EA SIDE) (THICKNESS, STC PER PARTITION TYPE) v NUMBER OF LAYERS OF NUMBER OF LAYERS OF 5/8' GYP BD PER PARTITION TYPE 2" X 2' X 1/4' STEEL TUBE@ 518' GYP BD PER 4'-O'ONCENTER PARTITION TYPE (GYPSUM SHAFT LINER BOARD PER PARTITION TYPE AT SIM) NON-STRUCTURAL METAL PLAN FRAMING INFILL BETWEEN STEEL ACOUSTICAL SEALANT, BOTH SIDES (FIRE-RESISTANT RATED TUBES PER DELEGATED DESIGN 6= 1 FLOOR SEALANT BOTH SIDES AT SIM) NON-STRUCTURAL METAL FRAMING 112" STEEL PLAN 1—ILL EXPANSION BOLTED TO FLOOR STRUCTURE SEALANT(EASIDE) FLOOR ACOUSTICAL PARTITION (cD, FLOOR PARTITION SECTION �) 77 0 r- 1112`=V-0" 1 BOTTOM OF METAL STUD WALL �' 11 /Z = r-v I HEAD DTL PARTIAL HEIGHT WALL JOINT REINFORCEMENT NON-STRUCTURAL METAL FRAMING ACOUSTICAL SEALANT NON-STRUGTURAL METAL FRAMING GYPBOARD SOUND ATTENUATION BATTS ACOUSTICAL SEALANT PARTITION -WALL INTERSECTION SOUND ATTENUATION BATTS 50 GYPSUM BOARD METAL C014TROL JOINT ACOUSTICAL SEALANT SOUND ATTENUATION BATTS IE A f NON-STRUCTURAL METAL FRAMING - MINERAL FIBER PACKING 6- —k--i U4 _L (3# - 6# DENSITY) METAL CONTROL JOINT CONTROL JOINT 11/2" = V-0" I PARTITION INTERSECTIONS AND GYP CONTROL JOINTS SEAL VOIDS FROM OUTSIDE AND COVER BOX WITH 1/8' ACOUSTICAL PUDDY PAD CUT GYP SO TO ALLOW 1/4' MIN OVERLAP BY FACE PLATE SCHEDULED PARTITION 1 STUD MIN BETWEEN BOXES FLEXIBLE CONDUIT OL - ------ ACOUSTICAL PUDDY PAD SEAL VOIDS BETWEEN GYP BOARD AND BOX NOT COVERED WITH ACOUSTICAL PUDDY PAD NOTES: 1. 12' MINIMUM UNLESS NOTED OTHERWISE IN PARTITION CHART. ACOUSTICAL PARTITION PLAN DETAIL- 11/2'=l'-O" 1 BACK BOX INSTALLATION DETAIL@ NON -FIRE RATED PARTITION MINERAL FIBER PACKING LINE 01 STRUCTURE DEFLECTION TRACK WITH 1' ,"Z� EXPANSION AT STRUCTURE 518" GYP SO ON BOTH SIDES SOUND ATTENUATION BLANKETS AT SIM EXTENDS TO 6' WHERE LOCATED ON REFLECTED ABOVE FINISHED CEILING PLAN CEILING y\!"\/yyv� SCHEDULED CEILING NON-STRUCTURAL METAL FRAMING SOUND ATTENUATION BLANKETS (THICKNESS PER PARTITION TYPE) EXTEND FROM FLOOR TO STRUCTURE ABOVE 9 A TICAL PARTITION (@_ CEILING 11/2"=V-0" 1 NON -RATED W/ GYP BD TO 6' ABOVE CEILING RECEIVED CITY OF TUKWILA NOV 18 2019 PERM11T CENTER SABEY Architecture 12201 Tukwila Int'Blvd - 4th Floor Seattle, WA 98168 206,281.8700 sabey.com 6194 ==TMIEDD AR AM OF WXMGTIM 4 't `=M nUA K ANDMON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.VVEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 9816B 1 -1. Z V 2 0 C C C __ C L!P1 N 0 DEC 18 2019 Cit ty Of TuVv!!!a CUILD;�N'G DIVISIOINI, MARKI DATE DESCRIPTION PROGRESS DATE: 11/12/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All dramngs and mitten material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed Without the mitten consent of the Sabey Corporation. INTERIOR PARTITION DETAILS 11111111111111711 ' --ii, j), 2 3 4 5 6 7 8 9 10 DOOR SCHEDULE SABEY�DOOR MTL SABEY DOOR F -IN SABEY DOOR GIZ SABEY FRAME MiL SABEY FRAME �IN DOOR SCHEDULE MARK DOOR REMARKS DOOR NO � ROOM NAME SIZE TYPE W HT THK 202 CORRIDOR 31-111 8'- 0' V - 13/4' SL WD GLA PT-1 HM PT-1 TSIDEUGHT, PROVIDE KEY CARD ACCESS 203 MARKETING 6'- 0" 8'- 0' 0'- 13/4' DAG IND GL-1 PT-1 HIM PT-1 ALLSTEEL, BEYOND WALL SYSTEM 205 PHONE 31-0" V-01 01 -0 11T FG GL-1 GLA MF BLK XTSTEEL, BEYOND WALL SYSTEM 207 OFFICE 3'- G" 9.0' 0' - 0 1/2' FG GLA GLA �GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 207B LIBRARY HUDDLE 31-01 8- 0' 0'- 0 1/2" E GLA GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 208 OFFICE T- 0' IT - 0' 0'- 0 1/2" FG GL-1 GLA GLA MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 209 OFFICE 3'- 0' 9-0- 0'-0112' FG GLA GLA GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 210 OFFICE 3--0' V-O* 0'- 0 1/2' FG GL-1 GLA GLA MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 211 OFFICE T- 0' 9-0' 0'- 0 1/2' FG GLA GLA GLA MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 212 OFFICE 3'- 0' T-0' 0'- 0 1/2' FG GL-1 GL-1 GL-1 MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 213 OPEN WORKSTATIONS T- 0' IT - 0" 0'- 13/4' SL WD GLA PT-1 HM PT-1 2'SIDEUGHT, PROVIDE KEY CARD ACCESS 214 HUDDLE T-0' V-0' 0'- 0 1/2' E GL-11 GLA GLA MFG ELK ALLSTEEL, BEYOND WALL SYSTEM 215A WOMEN'S LOCKER 3'- G" T-G" 9 - 13/4" F WD PT-1 HM PT-1 215B MEN'S LOCKERS T- 0- T- 0' V - 13/4' F WD PT-1 HIA PT-1 216 SHOWER 31-0" T-0- Gr- 13/4' F WD PT-1 HM PT-1 LOCK, PRIVACY INDICATOR 217 QUIET RM 31-0" T- D' 0!- 1 3W F IND PT-1 HM PT-1 LOCK, PRIVACY INDICATOR 218 SHWR 3'- G" T-D" 0'- 13/4' F WD PT-1 HM PT-1 LOCK, PRIVACY INDICATOR 219 WELLNESS 3'- G" T-0- 0'- 13/4" F WD PT-1 HM PT-1 220 CONSULT 3'- G" T-O' 0'- 13/4' F WD PT-1 HM PT-1 221 CORRIDOR 3'- If" T-0" V- 13/4' F WD PT-1 HM PT-1 222 IT F- Gn ir- 0' 0'- 13/4' F WD PT-1 HM PT-1 Grand total: 21 DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS TO ALIGN TO FDATUM LINE. 2. PRESERVE AND PROTECT ALL DOORS WHERE DEMOLITION OCCURS TO BE REUSED. DOOR TYPES FLUSH FULL GLASS FULL GLASS F F G DAG STATIONARY SEE DOOPSCHED. 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 SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206281.8700 sabey.com P6194YTMIED M A ;I ra STA'M OF WMMOMN SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATEWEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 CCE)1-7 C1D1--�<1!'4'1r*,lC2 DEC 18 201,19 City of TwkwNa CUILD:NG DiVIS:0�14 MARK DATE DESCRIPTION PROGRESS DATE: 11/12/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All dravongs and witten material appearing herein constitute the original and unpublished work of the Salbey Corporation and the same may not be duplicated, used or disclosed without the witten consent of the Sabey Corporation. I 2 3 4 i 6 7 8 9 10 UA go D C I:-R A Finish Schedule TYPICAL KEY )ESCRIPTION MANUFACTURER I SIZE STYLE LOCATION COMMENTS ACOUSTIC CEILING PANEL ACPA ACOUSTIC CEILING SYSTEM ARMSTR-6WG— 2- X Z ULTMMA, BEV—LED 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) SEE RCP PAINT CROSS PIECE BACKER PT-1 W/ OPAQUE WHITE FINISH ACP-2 ACOUSTIC CEILING SYSTEM WITH ECOPHON FOCUS ZX6' AKUTEX FT WHITE FROST SEE RCP CONCEALED GRID Ds I I I UAKI-lt I GENERALCARPET INTERFACE ---]!!��ROWNSTONE- SECOND STORY, UPPER EAST ----7GIHN-E-kAL ICARPET GLAZING GL-1 INTERIOR GLAZING ALLSTEEL BEYOND COLOR: SOLAR BLACK LEVEL 02 �OFICECOORDINATE FRONTS Coo' WALL SYSTEM WITH SUSAN RUDD, COI GL-2 GLASS WHITE BOARD ICLARUS _ 14'X 8' WHITE BACKPAINTED GLASS MS CONFROOMS IVILIAL ECEPTION DESK BASE RECPTION DESK PAINT 1PT-1 GENERAL PAINT -----±IENJd CLOUD WHITE 967- EGGSHELL B J, PT-2 ACCENT PAINT ENJAMIN MOOREA PLASTIC LAMINATE PL-1 PLASTIC LAMINATE PIONITE MERCURY SG204, SUEDE KITCHEN FiL-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 KUbbtK I ILL RT-1 I RUBBER TILE X 27- TUFLEX SPARTUS RUBBER TILE, COLOR: 913 CHARCOAL SOLID SURFACE [S RTZ COU _�-I.JQUA�JNTMTOP�� CAESERSTONE 4011 CLOUDBURST CONCRETE JCOUNTERTOPS�] TILE T-1 ACCENT TILE FIRECLAY RANDOM MIX COLORS- FROST (V2), CRATER LAKE (V3),NAVY BLUE- OGEE DROP KITCHEN BACKSPLASH SEE DIAGRAM PRO—VIDEDBY 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 TED BASED ON SABEY SELECTION T-4 FLOOR TILE EUROWEST 30" X 30" ARIOSTEA ULTRA ICEMENITI- IRON BATHROOM FLOORING T-5 ACCENTTILE 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 E ANN SACKS 2"X VOY- COLOR CHALK, DESIGN- RIBBED- STACK —BOND VER—TI—CAL FIREPLACE OPTION 2 TOILET PARTH ION DILET PARTITION IGLOBAL ULTIMA PRIVACY TOILET PARTITICNS, COLOR: WHITE OM I PARTITIONS WALLCOVERING WC-1 CORK WAL SUSTAINABLE MATERIALS N/A BLUE- CORK STRIPS ORGANIC BLOCKS WC-2 WALL COVERING —.-&ARNEGIE NIA ELITE (6412)- STYLE 13 (BLUE) BOOKCASE OPTION 1 W C-3 WALL COVERING N/A ELITE (6412) -STYLE 20 (GREIGE) -BOOKCASE WINDOW SHADES WS-1 INTERIOR SHADES— I MECHO VEIL IN 1519 SILVER BIRCH, 3% OPENNESS WINDOWS -- -------- JTERIOR BLACK OUT SHADES MECHO BLACKOUT 0700, COLOR WHITE 0701 IWINDOWS WOOD WD-1 WOOD FLOORING 1 9 1/2" x 3/4"x 83" PETRA- BRUSHED OAK RECEPTION WOOD VENEER F��-J — -PIKORDGROOVE I N/A (QTR,) 50.60 :113§0�KCASE FINISH LEGEND GENEML NOTES REFER TO INTERIOR FINISH LEGEND A64-01 FOR FINISH MANUFACTURER AND COLOR INFORMATION. REFER TO INTERIOR FINISH PLANS A13-01 FOR FINISH LOCATIONS. 1. TRANSITION ALL FLOOR FINISHES AT CENTERUNE OF CLOSED DOOR. 2. REFER TOA13-01 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, , 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. . DOORSIWINDOWS: 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 18 2019 05141 PERMIT CENTER SABEY Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 6194 RZOISTMIED AH LqRA K AMMWN OFWAMOTON SABEY HEADQUARTERS RENOVATION SECOND FLOOR INTERGATE.WEST BUILDING B 12201 TUKWILA INTL BLVD, SUITE 201 TUKWILA, WA 98168 DEC 18 2019 CitY Of Tukvvila 0111 -J MIRK 1pe�—*"'t�-2-29'119=1010N PROGRESS DATE: 11/12/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: All drawings and %,nitten material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed 'Athout the wiften consent of the Sabey Corporation. INTERIOR FINISH SCHEDULE AND LEGEND A SECOND FLOOR T.I. EGRESS ILLUMINATION SCALE: 1 /8" e. GENERAL NOTES tt_e 1. "-E" APPENDED TO LUMINAIRE TYPE IDENTIFIES LUMINAIRE TO BE CONNECTED TO LIGHTING INVERTER. V EwED ; R E C,OMPIN( I� _IA APPROVED NOTE ion t CVR "NEOTION re SeiRAT E PERMIT REQUIRED FOR: Esping City of i�_kkrroif DING DIVISION CD 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 INT'L BLVD, SUITE 201 TUKWILA, WA 98168 � 1 a,,gec 1 02/06/20 Tenant Revisions / Construction Issue 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. FLOOR PLAN- LEVEL 02 Dig 036 amn unr: ev loDmrPr„ Al 0-02 6 7 8 9 10 office \ Sabey 410_2nd & 4th Floor Remodel_2019\ PemittSabeyOfficeTI.floor Level 02_,Nellness Room.rvt LEVEL 02 FINISH PLAN 1/8" = INTERIOR FINISH PLAN LEGEND ROOM FINISH TAG ROOM NAME NUMBER XXX XXX XXX ( XXX J WALL FINISH WALL BASE FINISH FLOOR FINISH ACCENT FINISH TAG (THIS TAG OVERRIDES THE "ROM FINISH TAG') KEYNOTE ETR 41.— XXX MATERIAL TRANSITION TAG MATERIAL PATTERN DIRECTION MATERIAL SEAM WOOD IN PERPENDICULAR DIRECTION PT-1 T-4 T-4 5 T- T-3 T-2 PT-1 T-4 T-4 0111 4111•10 MOM *MO 4111111= 1=, 1 I ( 74 j WELLNESS ROOM 227 11 INTERIOR FINISH PLAN GENERAL NOTES REFER TO INTERIOR FINISH LEGEND A64-01 FOR FINISH MANUFACTURER AND COLOR INFORMATION. R OR NS 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 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 PT-1 T-4 T-4 I 1"n 3 ,, ( C lt 1, , n ' 0 -0 -t IN) MO FITNESS ROOM I 225 1 A <5) BROADCAST [ 214 RB-1_ CPT-1 OFFICE 1- I 212 PT-1 RB-1 CPT-1 0 74 OFFICE [ 211 PT-1 RB-1 CPT-1 OPEN WORKSTATIONS 213 ] PT-1 RB-1 CPT-1 OFFICE L. 210 PT-1 RB-1 CPT-1 PT-1 RB-1 (_ CPT-3 IHI .1 PT-1 1 R14-1 CPT-2 OFFICE L209 PT-1 RB-1 CPT-1 C if PT-1 RB-1 CONC PT-1 RB-1 CPT-1 PYIPRI T 223 -.7.1s[72n CPT-3 -- PT-1 RB-1 CPT-3 CPT-3 - CPT-3 PT-1 RB-1 CPT-1 OFFICE 208 PT- RB 1 CPT-1 OPEN AREA - CPT-1 I 11 [ IL 11' 4 ,1 , , I T CPT-1 -1-* CPT-3 PT-1 RB-1 CPT-1 CPT-1 T CPT-3 -CPT-1 0 -1) 71 CPT -1 D 1 9 PT-1 ‘7] OPEN AREA 200 j RE3:_ CPT-3 CPT-3 -11- CPT-1 PT-1 R13-1 CPT-1 RB-1 , CPT-1 WD-1 OFFICE [ 207 PT-1 R8-1 CPT-1 WD-1 WD-1 CPT-1 PT-1 RB-1 WD-1 LIBRARY HUDDLE LL 207B ACCESSORIES: 1 ALL FIRE EXTINGUISHER CABINETS TO BE STAINLESS STEEL PAINT FINISH: MATTE FINISH EGGSHELL FINISH GLOSS FINISH CEILINGS WALLS BASE, TRIM, DOORS, HANDRAILS INTERIOR FINISH WALL LEGEND MONO ONO 41111111=11 OINNIIIIMMIII•111111111111111111111•11111 WALLPAPER (IN CORRIDOR, LOBBY, OPEN SDC OFFICE, AND WELLNESS ROOM) MIRROR (IN WELLNESS ROOM) NOTES BY NUMBER (1) PAINT AND PATCH GYP TO RECEIVE NEW MIRROR AND WALLPAPER. SEE SHEET 43-02 FOR NEW RESTROOM FINISHES. (,3) 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. TERRACE L 117 MARKETING 1 203 PT-1 RB-1 CPT-1 IREVIEWED FOR CODE •COMPUANCE • - APPROVED 1 (. City of Tukwila • BUILDING DIVISION i community SAO EY Architecture 12201 Tukwila IntBlvd - 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 MARK DATE r PROGRESS DATE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO: Permit Revisions ASI #3 ASI #2 ASI #1 Tenant Revision Tenant Revisions Tenant Revisions Tenant Lighting Revisions Tenant Revisions Casework Revisions Tenant Revisions DESCRIPTION 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 6 7 8 9 10 S4B EY DOOR SCHEDULE SABEY DOOR MTL SABEY DOOR FIN SABEY DOOR GLZ SABEY_FRAME JAMB MTL HEAD HDWE 06 SABEY_FRAME FIN DOOR SCHEDULE DOOR NO 202 MARK ROOM NAME DOOR TYPE SL REMARKS SIZE W 3' - 0" 6' - T' 3' - 0" HT 7' - 0" T - 0" 8' - 0" THK 0' - 1 3/4" 0' - 2" 0' - 0 1/2" PT-1 PT-1 PT-1 GLASS GLASS GL-1 CORRIDOR WD GL-1 GL-1 THM MFG 01/A62-01 02/A62-01 PT-1 2SIDELIGHT, PROVIDE KEY CARD ACCESS 203 MARKETING FG BLK ALLSTEEL, BEYOND WALL SYSTEM 205 PHONE FG MFG BLK ALLSTEEL, BEYOND WALL SYSTEM 207 2078 OFFICE 3' - 0" 3' - 0" 3' - 0" 'o!o�ololoio;o ix, o� i &� m m to Bo 0' - 0 1/2" 0 - 01/2" FG GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 a-i MFG I MEG MFG MFG MFG MFG BLK BLK ALLSTEEL, BEYOND WALL SYSTEM LIBRARY HUDDLE E GL-1 GL-1 GL-1 GL-1 GL 1 a-i ALLSTEEL, BEYOND WALL SYSTEM 208 209 210 211 212 OFFICE 0' - 01/2" 0' - 0 1/2" 0' - 01/2" FG GL-1 BLK ALLSTEEL, BEYOND WALL SYSTEM OFFICE OFFICE 3' - 0" j FG GL-1 BLK ALLSTEEL, BEYOND WALL SYSTEM 3' - 0" 3' - 0" 3' - 0" FG GL-1 BLK ALLSTEEL, BEYOND WALL SYSTEM OFFICE OFFICE 0' - 01/2" 0' - 01/2" FG FG GL-1 BLK ALLSTEEL, BEYOND WALL SYSTEM GL-1 a-i 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 ALLSTEEL, BEYOND WALL SYSTEM 215A WOMEN'S LOCKER 3' - 0" T - 0" T - 0" 0' -1 3/4" 0' -1 3/4" F F WD PT-1 HM HM HM 01/A62-01 02/A62-01 01 PT-1 PROVIDE KEY CARD ACCESS 215E 216 MEN'S LOCKERS 3' - 0" WD WD PT-1 01/A62-01 01/A62-01 02/A62-01 01 PT-1 PROVIDE KEY CARD ACCESS SHOWER 3' - 0" 7' - 0" 0' -1 3/4" I F PT-1 02/A62-01 04 PT-1 LOCK, PRIVACY INDICATOR 217 QUIET RM 3' - 0" 3' - 0" 3' - 0" 7' - 0" T - 0" 7' - 0" 0' -1 3/4" 0' -1 3/4" 0' -1 3/4" f— F WD PT-1 HM HM 01/A62-01 01/A62-01 02/A62-01 02/A62-01 03 PT-1 PROVIDE KEY CARD ACCESS 218 221 SHOWER IT F WD PT-1 04 05 PT-1 LOCK, PRIVACY INDICATOR F WD PT-1 HM PT-1 - 223 224 OPEN AREA 3' - 0" 8' - 0" T - 0" 0' -1 3/4" 1--- DSL i F MTL PT-1 GLASS HM HM HM 02 PT-1 PROVIDE KEY CARD ACCESS; SIDELIGHT ON BOTH SIDES; FIRE RATED ENCLOSURE REQUIRED. WATER HEATER FITNESS ROOM 2' - 6" 0' - 2" MTL PT-1 07 PT-1 - 225 3' - 0" 7' - 0" 0' -1 3/4" j SL WD PT-1 GLASS 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 MEG BLK ALLSTEEL, BEYOND WALL SYSTEM.INCLUDE STOREROOM LOCKSET. 226A OFFICE 3' - 0" 8' - 0" 0' - 01/2" E GL-1 GL-1 GL-1 08 BLK ALLSTEEL, BEYOND WALL SYSTEM 227 WELLNESS ROOM 3' - 0" 7' - 0" 0' - 01/2" FG GL-1 GL-1 GL-1 MFG BLK 229 WELLNESS ROOM 3' - 0" 7' - 0" 0' -1 3/4" SL WD PT-1 GLASS HM PT-1 1' SIDELIGHT 230 VACANT SPACE 3' - 0" 7' - 0" 0 -1 3/4" F LWD PT-1 HM 09 10 ,PT-1 Grand total: 26 PARTITION -TYPE VARIES BEVEL AT LATCH EDGE HOLLOW METAL FRAME tV HOLLOW METAL FRAME - DOOR JAMB 6" =1' 0" 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 HW04 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 HWO6 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 HW08 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. 2. 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 SEE DOOR SCHED. SLIDING MIN 32" E OPENING T DOUBLE SIDELIGHT DSL T C FULL GLASS DAG 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 2 FRAME CONFIGURATION LEGEND 3 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 INT'L BLVD, SUITE 201 TUKWILA, WA 98168 11 10 9 8 7 6 5 4 3 2 1 MARK 8/9/22 06/23/22 06/20/22 05/10/22 04/27/22 02/07/22 10/04/21 03/18/20 03/17/20 02/28/20 Permit Revisions ASI #3 ASI #2 ASI #1 Tenant Revision Tenant Revisions Tenant Revisions Tenant Lighting Revisions Tenant Revisions Casework Revisions 02/06/20 Tenant Revisions 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. DOOR SCHEDULE 6/912022 1:45:0 D/iera? Cc,mmy A62-01 847 Sabey IGW—B HQ Renovations\00 — 3:1203 PM 6 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: DOC 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 BOO 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: VAVS 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 TAG DESCRIPTION -POWERED 1 1/2 HOUR FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL OR HORIZONTAL, 3-V FSD- 1 i3 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 TONS 40 0 GAS HEAT MBH INPUT OUTPUT 400 320 00 CFM 15000 ESP 2.0 NOTES: 1. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR 2. PROVIDED WITH THESE FACTORY ACCESSORIES: - 100% POWER EXHAUST W/ ULTRA LOW LEAK DAMPER 8 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 FAN OSA EER/ HP CFM SEER 15.0 VARIES 11/14.7 ELECTRICAL VOLT/PH MCA 460/3 103 25 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 MFG & MODEL NO. TRANE-VPEF14 TRANE-VPEF08 TRANE-VPEF10 TRANE-VPEF10 TRANE-VPEF10 TRANE-VPEF10 TRANE-VPER12 INLET VALVE CFM SIZE MAX MIN KW DT 14 1600 325 5.1 25 8 560 350 1.8 25 10 1250 250 4.0 25 10 920 185 2.9 25 10 1150 235 3.7 25 10 1095 215 3.5 25 12 1675 335 5.3 25 HEATER CFM VOLT/PH 645 460/3 225 277/1 505 27711 370 277/1 465 277/1 435 277/1 670 460/3 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 8 FAN CONTROL THROUGH FACTORY WIRED RELAYS - AUTO RESET 120°F HIGH LIMIT T'STAT - 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. FAN STGS HP VOLT/PH SPD 2 1/2 277/1 2 1/3 277/1 2 1/3 277/1 2 1/3 277/1 2 1/3 277/1 2 1/3 277/1 2 1/3 277/1 NOTES 1-3 1-3 1-3 1-3 1-3 1-3 1-3 REVIEWED FOE I. CORE COMEILIENDIE APPROVED City of Tukwila I 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 VCCE05 TRANS VCCF08 TRANE VCCF06 TRANE VCCF08 TRANE VCCF08 TRANS VCCF05 INLET VALVE CFM SIZE MAX MIN 5 240 50 8 580 115 6 405 80 8 575 115 8 845 110 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 MBH DT HYDRONIC HEAT GPM #COILS PD (FT) CONTROL DDC DOC DOC DOC 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. EF-201 AREA SERVED MFG & MODEL NO. 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 1478 FLA 6 4 HP VOLT/PH 1/2 115/1 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 5 GEMS x 0.0013 4- A 14.32 5. 15,000 x 0.0013 + 1.815 14.32 5 21.315 '0,9 14.32 5 19.18 A = SUM OF [PD CFMD / 4131] A = [0.5 x 15,000 I 4131] A =1.815 *FAN HORSE POWER SHALL NOT EXCEED 90% OF THE ALLOWABLE "FAN 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 VARIABLE VOLUME HP 5 CFMS * 0.0011 HP 5 CFMS * 0.0015 BHP S CFMS * 0.00094 +A 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 sa5 2 Co c 0 a co 2 I I I I 1 1 1 1 1 0 F- 0 c_DJ I CO Carni= < L!KJ a) >- ›- LL1 W CO CO U)(/) ENGINEER: M CAVINESS CHECKED BY: K JOHANSON CAD: M HAGBERG DRAWING NUMBER: C-1542-7319 SHEET NUMBER: co co o rs • c? < 0. ci) r- CC c0 - CD a2 E 0 U- °' Q' U_ 15 C2i < a) 0 • r? 2 W.) > • Z cA O -a; N• a ND. I- UJ (I) a LuG UJ a_ LU REVISIONS: L/) 0 F-- (,) cia 0 c.) 0 IL ci) LAST REVISED: 2-3-2020 DATE PLOTTED: 2-3-2020 ISSUE DATE: 2847-000 TM0.02 /9 05 s, Community e VeieD FIER nearing \ DWG\Shts\7319 7 Sabey IGW-13 HQ Renovations \00\2 — fl 2020 2:45:57 PM Monday, February 3E) 6x6 V1/60 (%.100EA 6x6 V-V35 UNDERCUT DOOR FOR TRANSFER EXHAUST TRANSFER BELOW CEILING L EXHAUST TRANSFER BELOW CEILING 12x12 V2/280 240 2x8 iZi TRANS 012x12 320 El 270 GC TO SUPPLY ACCESS DOOR 24x24 1 Oxl 0 CAP GD 1: S 40 SCOPE OF WORK L ' co I VAV-211 I 40EA /7\ 6x6 V-V 95 240SA c;-) 12x6 \L-J/TRANs I VAV-206 60SA 120SA oe 140EA /7\ 6x6 V--V 75 gird ,/T\ 12x6 V-2/180 (TYP 2) 'I 7\ 12x8 V-V 330 (TYP 2) REUSE DAMPER 11):30EA 60SA 12x12SL 240SA col (C:0) ..... 710X10 L/240 I VAV-207 I 12x6SL RA 18x16 `\/' TRANS 100SA \ 6x6 V1/65 20x12SL RA 20x12 VI/ TRANS STAT CONNECTED TO VAV-312 ON LEVEL 3 60SA VAV-213 I 280SA SUPPLY AIR UP TO 3RD FLOOR TO VAV-312 SEE DETAIL VAV-208 I 00 A-\ 8x8 1/185 1 20SA CD 160 24x12 TRANSFER CONNECT EA EXISTING EA TO NEW DUCT 80EA /7\ 6x6 f' 95 VAV-209 100SA 100SA\ 160SA FSD-2. POC 80SA = 12x6 ®TRANS 12x6RA 12x6 W'r TRANS 08x8 FIRE PLACE DURAVENT PRO 46DVA ,A3\, 12x6 V-u/ 400 V VAV-201 6_1140SA 200SA 70x24 FSD 54x26SA /7.7\ 12x6 \I-)/ TRANS 280SA 190 60SA 06x6 Ox10 14/Rx12SIL4xRiA2 210_ 920 2x12 TRANSFER NJ x 0 /7\ 10x10 15 \LV,515 1 VAV 204 60SA 120SA 35 80SA 12x8 120 12x12 AV--1/ 400 (TYP 3) 2x18SL ;\ 8x8 L-V 115 (TYP 4) 100SA I V1V-203 6x12 TRANS 24x12 TRANSFER ABOVE CEILING A-12x10 13-1-N V-:-)/ TRANS /TA 12x10 •'/ 400 140SA 80SA 80SA 6x12SL RA 100SA 22x18S 12x6 12x6 1J 5 180 100SA 00S 100SA /7\ 10x10 VI/315 (TYP 4) 8. 1 NJ _J REVIEWED FOR I CODE COMPLIANCE I APPROVED L A E City of Tukolia BUILDING DIVISION I eit- 03‘) MOM c 2 (/) z F— z Ct I 5 CPO c) Cl) n ° Lqi !S c' LL1 LLJ CO CO H < < 0 co ENGINEER: M CAVINESS CHECKED BY: K JOHANSON CAD: M HAGBERG DRAWING NUMBER: C — 1 5 4 2 — 7 3 1 SHEET NUMBER: CO m c) N. m) w < 0 rt.'6' CO 0 0 g (-6 o u_ ID 0 gs) 8 2.•() z "P 8 Csi —1 cDj < N. "-0 t•-• t•-• EL 1 1 1 F21 co C w in 0 I— w II w REVISIONS: REVISIONS: SSUED FOR CONSTRUCTION LAST REVISED: 2-3-2020 DATE PLOTTED: 2-3-2020 ISSUE DATE: 12-18-19 92847-000 TM2.02 Comm Lc,'" 1/8" = 1'-0" — Engineering\ DW ci 847 Sabey IC Monday, February 03, 2020 2:46:01 G C) (51) (6-) L SCOPE OF WORK 1, CONNECT TO EXISTING 54X26 SA UP FROM 4TH FLOOR TM6.0 1EF-2011 FIELD TO VERIFY WHERE TO CONNECT TO EXISTING 2" OR 2 1/2" GAS LINE (VERIFY LOCATION WITH C.C.) 3/4" GAS GR—R01 CONNECT TO EXISTING R/A UP FROM 4TH FLOOR 7) 9 1 FREVIEVVAD FOR 1 i CODE COMP' IAN.CE . APPROVED 11 jui 130 21112:21 , - City of Tukwila! 1 BUILDING Lii,,AS 1/8" = V-0" z 0 17- z w Lt a ca 0 O —I CO >-• W W coca < < (/) ENGINEER: M CAVINESS CHECKED BY: K JOHANSON CAD: M HAGBERG DRAWING NUMBER: • cn o co co < co N(0• ;. ai C:3 tti a) co V) LL co E Cr) o 0 s2 • 0 (.1) c< c a) > c`) < • Z 15 Cs, o c N- 2 r-- LI LjJ REVISIONS: 0 ISSUED FOR CONSTRUCTION LAST REVISED: 2-3-2020 DATE PLOTTED: 2-3-2020 ISSUE DATE: 12-18-19 C-1542-73192847-000 SHEET NUMBER: TM2.05 Community Development 7TM6_01.dwg ons\00\2 — Engineering\DWG\Shts\73 J\7319\2647 Sabey IGW—B HQ Reno ebruary 03, 2020 SCREW OR LAG FAN BASE TO CURB, SEAL PENETRATIONS CURB BY MECH —zz TOP OF ROOF cr. I CONTRACTOR 8” MIN SURFACE CANT STRIP AND „.7„.— ROOFING BY G.C. ---- DUCTWORK PER PLAN ROOF CUT AND PATCH (IF REQUIRED) BY G.C. 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 DETAIL N.T.S. TM6.01 \ — " \ _ — SD_ 4MIN 4MIN c-Ci po / 241D 1 60 z \ / SHAFT FROM 3RD LEVEL TO 2ND N.T.S. TM6.01 I I I I I I I I I I I I Cl) 0 F— LLJ 0_, I co g CO f n a EFJ 0 =I al a 2 w w cal--1 u)u)ip ENGINEER: M CAVINESS CHECKED BY: K JOHANSON CAD: M HAGBERG CO 01 CD r•- •,-- co (C) <cc (1;-s, (1) (i)LL 0 co U) U_ 0 0 _1 LU REVISIONS: REVISIONS: 0 z F- 0 U_ 0 ILI LAST REVISED: 2-3-2020 DATE PLOTTED: 2-3-2020 ISSUE DATE: DRAWING NUMBER: C-1542-73192847-000 SHEET NUMBER: TM6.01 Community DevelOp rri o r-