Loading...
HomeMy WebLinkAboutPermit D19-0245 - PROVIDENCE / SUITE 210 - INTERIOR TENANT IMPROVEMENTPROVIDENCE 2811 S 102ND ST UNIT 210 D19-0245 Parcel No: 0 ��^�xx ^�� Tukwila °~U~� ��x v ��m^���na Department of Community Development 63uOSouthcenterBoulevard, Suite #100 Tukwila, Washington 98188 Phwnw;3O6'431'3o7V Inspection Request Line: 2n6'438'93SO Web site: hup-//vwwvv.Tukm'daVVA.aox DEVELOPMENT PERMIT 0423049190 Permit Number: D19-0245 Issue Date. 9/3/2019 Permit Expires On: 3/1/2020 Project Name: PROVIDENCE Owner: Address: Contact Person: Name: Address: Contractor: Name: SA8EY[ORPORAT0N 1220ITUKm/|LA|NTERNlBLVDFO, TDMSPADEK l22OlTUKVV|LAINTERNATIONAL BLVD4TUFLOOR, TUKVV|U\WA, 98l6B'51Zl lA8EYCONSTRUCTION INC 12201TUKVV|Lx/mTLBLVD4TM FLOOR, TUKWILA, WA, 98168-5121 License No: SABEYC1033KM SABEY CORPORATION Address: 1lZ0ITUKVV|LA|NTL8LVD4THFL, Phone: (206)281-4200 Expiration Date: 1/12/2021 DESCRIPTION 0fWORK: INTERIOR T|0FEXISTING SHELL SPACE (SUITE 21O).WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. Project Valuation: $130,000,00 Type ufFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,180.93 Occupancy per IBC: B Water District: TUKVV|U\ Sewer District; VALLEY VIEW Current Codes adopted bythe City ofTukwila: 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: YVA[Z9646B: Code: Public Works Activities: [hannp|izadon/StripinQ: Curb[ut/Access/Sidewo|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveobeLuad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: U Number: O No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development penitand aQnetnthe conditions attached tothis permit. Signatvr Print Name: ��� / Da� �—�-/C/� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended urabandoned for aperiod ofl8Odays from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT [ONDOlON5~~~ 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. S: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. G/ Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary 5ewer 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 ofTukwila Building Department (206431,367O). Q: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tnbpapermit for, oran 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based nnconstruction 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 (2O6/431'3670). 14: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated atone extinguisher for each I0ODsq. ft. nfarea. The m¢inguisher($should beofthe "all purpose" (2\1U8I)dry chemical type. The travel distance tuany extinguisher must bo75'urless. (|F[ 9063)(NFPA1[\5.4) 11: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers orbrackets shall besecurely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having agross 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 isnot more than 3.5feet (lO67mm)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). (|FC9O67and |F[ 906.9) 12: Extinguishers shall belocated incoropicuous|ncationswhemthey*iUbenodi|yacceoib|eand immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[906.8 13: Fire extinguishers require monthly andyeadyinqoections, They must have atag orlabel 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 beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished o,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 bereadily openab!efrom the egress side without the use ufakey orspecial knowledge or effort, (|FC101O.l.9) 17: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle |sengaged from inside the tenant space. (|F[Chapter lO) 18: Exit hardware and marking shall meet the requirements ofthe International Fire Code, (|FCChapter 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 tooperate. (|F[101019l) Dl Exits and exit accessdoors shall bemarked hyanapproved exit sign readily visible from any direction uf egress travel. Access toexits shall be marked by readily visible exit signs in cases where the exit orthe path ofegress travel isnot immediately visible tothe occupants. Exit sign placement shall besuch that nopoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (|F[lO13.l) 21: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (1S2 mm) high with the principal strokes ofthe letters not less than OJ5 inch (l9lmm)wide. The word ''EX|7'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 V.375inch (9.5mm). 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 isorisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|F[101l6.1) 22: Exit signs shall beilluminated atall times, Toensure continued illumination for aduration ofnot less than 9Qminutes incase ofprimary power loss, the sign illumination means shall beconnected toanemergency power system provided from storage batteries, unit equipment or on -site generator. (|F[1013.63) 23: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 27: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 24: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 28: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 30: 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) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 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 #2436 and #2437) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0502 LATH/GYPSUM BOARD CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. /01- atq'✓ Project No. r Date Application Accepted: O - 1- 19 Date Application Expires: a - t - 2 0 (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 King Co Assessor's Tax No.: 042304-9190-06 Site Address: 2811 S. 1.02ND STREET, SEATTLE, WA 98168 Suite Number: 210 Floor: 2 Tenant Name: PROVIDENCE PROPERTY OWNER Name: GAtt," CO v,o 1.-pvic.\ OR Address: 12201 Tukwila Intl Blvd City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Tom Spader Address: 12201 Tukwila Intl. Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: 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 ..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: LENDER/BOND 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\Permit 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): 9 l 1) 9 OOD Existing Building Valuation: $ Describe the scope of work (please provide detailed information): INTERIOR TENANT IMPROVEMENT OF EXISTING SHELL SPACE (SUITE 210) IN RIVERFRONT TECHINICAL PARK BUILDING. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15f Floor 87,500 VB B Znd Floor 87,500 12,893 VB B 3'd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes PI No 1f "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. HAApplications On Line\201 I Applications\Permit Application Revised - B-9-I1.docx Revised: August 2011 bh Page 2 of 4 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 O ...Tukwila 0 ...Water District #125 0 ...Water Availability Provided Sewer District ...Tukwila 0 ...Sewer Use Certificate ED ...Valley View ... Sewer Availability Provided • Highline .. Renton E1 .. Renton 0.. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") O ...Technical Information Report (Storm Drainage) 0 ...Bond .. Insurance Easement(s) Proposed Activities (mark boxes that apply): O ...Right-of-way Use - Nonprofit for less than 72 hours El ...Right-of-way Use - No Disturbance 0 ...Construction/ExcavationfFill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation • Geotechnical Report .. • Maintenance Agreement(s) 0 ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) .. • Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance O .. Work in Flood Zone O .. Storm Drainage .. Abandon Septic Tank .. Curb Cut O .. Pavement Cut O .. Looped Fire Line Domestic Water .. • Grease Interceptor ▪ Channelization .. ▪ Trench Excavation .. • Utility Undergrounding 0 ...Permanent Water Meter Size... WO # O ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer CI ...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 H:lApplications‘Fornis-Applications On Line \ 201 1 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER ORIZED,A ENT: Signature: Date: 07/29/2019 Print Name: ANNA SINS1CAYA Day Telephone: (206) 639-7957 Mailing Address: 12201 Tukwila Int'l Blvd Tukwila WA 98168 City State Zip 1-1AApplicationsWorms-Applications On Line \201 I ApplicationsTennit Application Revised - 8-9-1I.docx Revised: August 2011 bh Page 4 of 4 Receipt Number DESCRIPTIONS PermitTRAK 1 ACCOUNT QUANTITY PAID $324.45 D19-0245 Address: 2811 S 102ND ST Unit210 Apn: 0423049190 $324.45 Credit Card Fee $9.45 Credit Card Fee R000.369.908.00.00 0.00 $9.45 DEVELOPMENT $315.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R19173 R000.359.000.00.01 , 0.00 $315.00 $324.45 Date Paid: Tuesday, November 26, 2019 Paid By: ROBERT PRITCHETT Pay Method: CREDIT CARD 082601 Printed: Tuesday, November 26, 2019 2:30 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila Receipt Number • DESCRIPTIONS i CCOUNT I QUANTITY PAID PermitTRAK $3,180.93 D19-0245 Address: 2811 S 102ND ST Unit210 Apn: 0423049190 $3,180.93 Credit Card Fee $92.65 Credit Card Fee R000.369.908.00.00 0.00 $92.65 DEVELOPMENT $2,998.18 PERMIT FEE R000.322.100.00.00 0.00 $1,801.93 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,171.25 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $25.00 TECHNOLOGY FEE $90.10 TECHNOLOGY FEE R000.322.900.04.00 0.00 $90.10 . TOTAL FEES PAID BY RECEIPT: R18234 , . $3,180.93 Date Paid: Thursday, August 01, 2019 Paid By: SABEY CORPORATION Pay Method: CREDIT CARD 096983 Printed: Thursday, August 01, 2019 12:01 PM 1 of 1 SYSTEMS COTUKWIu\ ETnAKIT 6200 SVUTHCENTsR BLVD TUxwILA' WA 98188 206-433'1870 CITY OF TVxWILA Date: 11/20/2819 02:30:05 PM CnsozT [xno SALE MASTERCARD CARD NUMBER: **********8908 K TRAN AMOUNT: $324.45 APPROVAL [D: 882681 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/01/2019 12:01:04 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********1105 K TRAN AMOUNT: $3,180.93 APPROVAL CD: 096983 RECORD #: 000 CLERK ID: kandace 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 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Address: Z8'I 15 'Special Instruc ns: Approved per applicable codes. Type I `5lpi ction: Date Called: bate Wanted: Corrections required prior to approval. OMMENTS: ns pecto Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit R IV1 IT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project; Type of lnspecfion;r� Address: Date Ca {led: Special Instructions: (Date ar ted: a.r»_ p.m. Requester./.^J Phone N©; it S 7 i i EXIApproved per applicable codes. COMMENTS: Corrections required prior to approval. Inspect© Date: REINSPECTIO FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: \I _z& 1c1 Requested By: Q--,ab Qf Contractor: ct y Inspection Information Project Name: Rcov; Project Address/Location: 9..qM S. 07 " 5t z Permit Number: - Requested Date for Inspection: 1.Z - Z- lc) Requested Time: Contact Name: qc Inspection Requested: E • 1-•‘‘ Phone Number: 2c3(a - 3611 - 8701 ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $105.00 per hour (minimum total of $31t.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature: Printed Name: (` City Use Only: Approved: ¥ Disapproved: Paid: Date of Approval/Disapproval: Remarks: Authorized Reviewer: WAPermit Center 1,Applications-HandoutsVemplates \Forms \Off Hours Inspection 1-2017.docx Revised: January 16, 2019 Date: 1 (--- 6-19 RECEIVED CITY OF TUKWILA NOV 2 6 2019 PERMIT CENTER Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bq -b2it5 P 'ect: Type of Inspection: A less: � Date Called: tom,2 Z i1 S. 0. Special Instructions: SefeZ0 Date Wanted: /p / ©0 �2:,G7L- a- m- Requester: ftb Phone —39/ 870/ Approved per applicable codes. CO M MENTS: Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspec:tion. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: �j Date Called; Special Instructions: pAide 'e2L© Date Wanted: a.m. p.m. Requester: /tea 8 Phone ElApproved per applicable codes.. COMMENTS: © Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must, be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PEAT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0245 PROJECT NAME: PROVIDENCE SITE ADDRESS: 2811 S 102" ST STE 210 X Original Plan Submittal Response to Correction Letter # DATE: 08/01/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: kc-C)C C6-1911114C1 uildi g Division 19-1? Public Wor s •/ kt\A Fire Prevention Structural 401 1 V 5 il o•- tlia-1 1 Planning D vision gm Permit Coordinator III PRELIMINARY REVIEW: Not Applicable (no approval/review required) DALE,: 08/06/19 Structural Review Required REVIEWER'S INITIALS: DATE: LI APPROVALS OR CORRECTIONS: Approved E Corrections Required (corrections entered in Reviews) DUE DATE: 09/03/19 Approved with Conditions El Denied (ie: Zoning Issues P Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire El Ping 0 PW 0 StaffInitials: 12/18/2013 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries !Search L&I A-Z Index HI 1) My 1,&1' Workplace Rights Trades & Licensing SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVID ARTHUR, PRESIDENT SEWELL, PATRICIA ANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01/19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC WA UBI No. 601 532 164 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County Business type Corporation Governing persons SABEY CORPORATION DAVID A SABEY; JOHN D SABEY; PATRICIA SEWELL; Certifications & Endorsements License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. SABEYCI033KM Effective — expiration 05/14/1997— 01/12/2021 Bond HARTFORD FIRE INSURANCE CO Bond account no. 52BSBCQ3983 Received by L&i 12/20/2004 Insurance National Fire Ins of Hartford Policy no. 2094061165 $12,000.00 Effective date 12/31/2004 Expiration date Until Canceled 51,000,000.00 1 Help us improve 1 2 3 4. 5. 6 7 8 9 ,10 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX ` ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOUT THE DRAWING SET. 111, ARCHITECT/DESIGNER: - PLUMBING ENGINEER: A-001 COVER SHEET AND PROJECT INFORMATION XX 4��ACC AC ASPHALTIC CONCRETE ACCESSIBLE - - ID - INCL INSIDE DIAMETER INCLUDE, INCLUDING SABEY ARCHITECTURE - - TBD. Design. Build by G.C. - A-002 NOTES AND SPECIFICATIONS - ' AXXX A•XXX - ACP ACOUSTICAL CEILING PANEL INFO INFORMATION 12201 TUKWILA INTL BLVD, FOURTH FLOOR ACST ACOUSTICAL INSUL INSULATE, INSULATION SEATTLE, WA 98168 - A-DOSSITE PLAN - - AD AREA DRAIN INT INTERIOR TEL: (206) 281.8700 - A-005 LIFE SAFETY. PLAN - BUILDING SECTION INDICATOR - WALL SECTION INDICATOR - ADDM. ADJ AFF ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR IWD JAN - INDIRECT WASTE DRAM - JANITOR FAX: (206)282.9951 MECHANICAL ENGINEER: ATTN: TOM SPADER TBD- DesignBuildbyG.C. EMAIL: TOMS@SABEY.COM - A-100. FLOOR DEMOLITION PLAN - - " XX AHU AIR HANDLING UNIT JT JOINT A-101 FLOOR CONSTRUCTION PLAN A-XXX i -- � / A• - ALT-- ALUM ALTERNATE ALUMINUM - KIT KITCHEN -BUILDING OWNER: ELECTRICAL ENGINEER: - A-102 FLOOR REFLECTED CEILING PLAN ( I - ( I ANOD APPROX ANODIZED APPROXIMATE - L LONG RIVRFRONTTECHNICAL PARK LLC TBD- DesignBuildbyG.C. 12201 TUKWILA INTL BLVD, FOURTH FLOOR A-1 O3 -FLOOR FURNITURE PLAN -NEW - - / APT APARTMENT LAM LAMINATE, LAMINATED SEATTLE,WA98168 A-601 DOOR, FINISH, DEVICE MOUNTING SCHEDULES AND ENLARGED DETAIL INDICATOR --i SECTION DETAIL INDICATOR ARCH AUTO ARCHITECT, ARCHITECTURAL - AUTOMATIC LAU LAV LAUNDRY LAVATORY TEL.(206)281.8700 -FAX: (206)282.9951 - FIDI LIFESAFETbyG.C. ENGINEER: DETAILS XX XX XX AV AWP AUDIOVISUAL ACOUSTICAL WALLPANEL(S) LT LTG LIGHT LIGHTING ATTN: DEBBIE SABEY - DesiRE 76D-Design Build by G.C. EMAIL: DERBIES@SABEY.COM A-801 PARTITION TYPES AND CEILING DETAILS SEPARATE PERMIT A-XXX A-XXX XX A_ (XX XX BB BD BULLETIN BOARD BOARD MAS MATL MASONRY MATERIAL GENERAL CONTRACTOR: RE UIRED FOR: L� M BLDG BUILDING MAX MAXIMUM SABEY CONSTRUCTION p EtedtrlCel XX BLKG BLOCKING MECH MECHANICAL 12201 TUKWILA INTL BLVD, FOURTH FLOOR PLUMBING; MECHANICAL, ELECTRICAL, / EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR BO - BOT BRG BOTTOM OF BOTTOM - BEARING - MED MEMB MEZZ MEDIUM MEMBRANE MEZZANINE SEATTLE, WA 98168 LIFE SAFETY PERMITS UNDER SEPERATE • TEL (206) 281.8700 - SUBMITTALS. FAX: (206) 282-9951 - - Ltd Pltimbinp.: - Gas Piping • City of Tukwila " LINE BRZ BRONZE MGT MANAGEMENT ATTN: PAUL SWANSON - BUILDING DIVISION _ _MATCH 7�\ ^ BSMT BASEMENT - MFL MAXIMUM FORESEEABLE LOSS EMAIL: PAULS@SABEY.COM - SEE XXIA-XXX / 0 BUR BUILT UP ROOFING MFR MANUFACTURE, MANUFACTURE _ MH MANHOLE MATCH LINE INDICATOR DRAWING REVISION INDICATOR CAB CB CEM CABINET CATCH BASIN CEMENT, CEMENTITIOUS - MIN. MISC MO MINIMUM,: MINUTE MISCELLANEOUS MASONRY OPENING - - - - X.X — X.X XX — XX CER CG CERAMIC CORNERGUARD MS MTD MOP SINK MOUNTED BUILDING ADDRESS \/ �/ �A VICINITY I MAP CH COATHOOK MTL METAL Cl CASTIRON MVBL MOVABLE - - CJ, CONTROLJOINT - N NORTH I CIP CL CASTCE CENTERLINEERLINE NIC NOT IN CONTRACT RNERFRONTTECHNICAL PARK ' ` CLG CEILING NO NUMBER 28115.102ND STREET, SUITE 210 EXISTING COLUMN GRIDUNE INDICATOR NEW COLUMN GRIDLINE INDICATOR CLO CLR CLOSET CLEAR NOM NTS NOMINAL NOT TO SCALE SEATTLE, WA 9816E ELXXXXX ELXXX'-XX" CMU CONCRETE MASONRY UNIT OC ON CENTER =0 CO COL CLEAN OUT, CASED OPENING COLUMN - OH OD OVERHEAD.O' OUTSIDE DIAMETER ` COMM CONC COMMUNICATION. CONCRETE OPNG OPENING- CONN CONNECTION, CONNECT OPP OPPOSITE DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR CONSTR CONT CONSTRUCTION CONTINUOUS, CONTINUE ORD OTS OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE - E XXXXX EQUIPMENT INDICATOR - CORR CPT - CORRIDOR CARPET ROOM NAME - - X XXXXX FIXTURE INDICATOR CSWK CASEWORK PBD PRGBT PARTICLEBOARD PRECAST SCOPE OF WORK ,. XXXX o F XXXXX FURNITURE INDICATOR CTR CU _ CANTER CUBIC PD PLANTER DRAIN G XXXXX GRAPHIC/SIGNAGE INDICATOR D DEEP,DEPTH PERP PLAM PERPENDICULAR PLASTIC LAMINATE - MISCELLANEOUS INDICATORS D- DOUBLE PLAS PLYWID PLASTER PLYWOOD - INTERIOR TENANT IMPROVEMENT OF EXISTING SHELL SPACE (SUITE e10) IN RNERFRONTTECHINICAL PARK ROOM INDICATOR DEMO - DET DF -. DEiuOLISN, DEMOLITION DETAIL DRINKING FOUNTAIN PNL L PL PANEL PROPERTY LINE BUILDING. THE WORK INCLUDES NON -LOAD BEARING WALLS ANDARCHITECTURAL FINISHES: •' - XX F XXXXXX biA DIAMETER PR PAIR - DIAL - .DIAGONAL, DIAGRAM PRKG PARKING (DOOR) OPENING INDICATOR FINISH INDICATOR -DIM ON. -DIMENSION DTviDE, DIVISION- PROP PT PROPERTY PAINT, POINT, PRESSURE TREATED - L g s n DMPF ' DAMPPROOF,DAMPPROOFING PIN PARTITION ; 'r Q O XX-XX" AFF DN. DR DOWN D J j, DRESSING 'ROOM -R RADIUS, RISER CEILING PLAN 5 a, DS DOWNSPOUT RCP REFLECTED ps. DW DISHWASHER RD ROOF DRAIN, ROAD WINDOW INDICATOR CEILING HEIGHT INDICATOR - DWG DPAWING REF REFER TO, REFERENCE - DWR DRAWER REF -REINF - REFRIGERATOR REINFORCED, REINFORCING j 4'¢ .,,ax.� MATERIAL(PERFINISHLEGEND) E tST`. - REQD ..REQUIRED - - -FINISH {PER FINISH LEGEND) EIFS Eel ERIOR INSULATION AND REV - RFG REVISED, REVISION ROOFING 0 - r V XX XX XX MAT F-XXX FINISH SYSTEM Ed EXPANSION JOINT ` RM ROOM RO ROUGH OPENING - XX'.XX" .AFF - EL ELEC. ELEVATION ELECTRIC, ELECTRICAL RT RIGHT CODE AND BUILDING INFORMATION® - - - HEIGHT WALL TYPE INDICATOR - CEfLING HEIGHTiMATERIALPINISH INDICATOR ELEV ENCL - - ELEVATOR ENCLOSE, ENCLOSURE S SOUTH, SPANDREL - - - - PROJECTNAME: PROVIDENCE SUITE 210 EXPANSION SCWD SOLID CORE WOODED EQUAL EP ELECTRIC PANEL SCHED SCHEDULE EQUIP EQUIPMENT SO STORM DRAIN - - QFE MOUNTED TO WALL ESCAC ESCALATOR SECT SECTION XX WITH BRACKET IXH EXHAUST SG SAFETY GLASS SITE ZONING: MICR FEC EXP EXPANSION, EXPOSED SGL SINGLE - IN WALL -MOUNTED EXIST EXISTING BHT SHEET KING COUNTY ASSESSOR'S PARCEL NUMBERS: 042304-919D KEYNOTE CABINET - - - FIREEXTINGUISHERS FA FIRE ALARM SHTHG SIM - SPEC SHEATHING SIMILAR SPECIFICATION APPLICABLE CODES - - - FCIO FURNISHED BY CONTRACTOR/ SPKLR SPKR SPRINKLER SPEAKER BUILDING CODE: 2015INTERNATIONAL BUILDING CODE (WAC51-50) - LEGAL DESCRIPTION (NON -RATED PARTITION) 1 JP FD ' INSTALLED BY OWNER FLOOR DRAIN SQ _ SQUARE MECHANICALCODE: 2015 INTERNATIONAL MECHANICAL CODE (WAC 51-52) - (PROPERTY) - EXISTING TO REMAIN L/ FDC FIRE DEPARTMENT SS SERVICE SINK (SHOWN SHADED) — — — — (1-HOUR RATED PARTITION) CONNECTION SST STC STAINLESS STEEL - SOUND TRANSMISSION CLASS PLUMBING CODE 2015 UNIFORM PLUMBING CODE AC51-58 (W ) - - — — — (2-HOUR RATED PARTITION) - FDTN FE FOUNDATION FIRE EXTINGUISHER STD STANDARD - LEGAL DESCRIPTION: PORTION OF SE 114 - BEGIN SW CORNER OF GOV LOT 11 IN SE 114 OF SECTION 04-23-04 TH S 89.22-06 E 988.27 FT TH N 1445-08 W 477.09 FT _ -----------�I % FEC FIRE STL STEEL ELECTRICAL CODE: 2015INTERNATIONAL ELECTRICAL CODE WII H WASHINGTON STATE AMENDMENTS TO INTERSECTION WITH N LINE OF S 460 FT OF GOV LOT 118 NELY MARGIN OF PRIMARY STATE HIGHWAY NO 1 TH N 1445-08 W 689.81 FT TO SWLY MARGIN OF 200 (3-HOUR RATED PARTITION)CABINET STOR STORAGE - FOOT SEATTLE TRANSMISSION LINE THN14-05-08W22.70FTTAP OFSPIRAL CURVATURE THCONTINUING ALONG NELY MARGIN ALONG SPIRAL CURVE TOLEFT EXISTING TO BE DEMOLISHED L FH FIRE HYDRANT STRUCT STRUCTURAL ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE PAC 51-11C) THE CHORD BEARING N 15-07-51 W 152.94 FT TAP OF SIMPLE CURVATURE TH ALONG NE MARGIN NWLY340.67 FT ALONG ARC OF NON TANGENT CURVE TO LEFT {SHOWN DASHED) _ --- (4-HOUR RATED PARTITAN) FHC FIRE HOSE CABINET SUSP SUSPENDED - RADIUS OF 3970 FT RADIUS POINT BEARING S 74.07.22 W THRU CIA OF 04-55-00 TH CONTINUING ALONG SAID NELY MARGIN N 11.24.57 E 327.11 FT TO POINT OF FIG FIGURE T TREAD, TEMPERED. -FIRE CODE: 2015INTERNATIONALFIRECODE (WAG - - Ny ) BEGINNING TH IN 11-24,57 E 61AD FT TAP OF SIMPLE CURVE TH CONTINUING ALONG SAID NELY MARGIN NWLY 191.94 FTALONG ARC OF NON TANGENT CURVE TO SMOKE BARRIER SMOKE PARTITION FIN FLEX FINISH, FINISHED FLEXIBLE T8G TEL TONGUEANDGROOVE TELEPHONEION FUEL GAS CODE: 2015INTERNATIONAL FUEL GAS CODE LEFT RADIUS OF4790FTRADIUS POINT BEARING S64-02-23WTHRUCIA OF"2-37.29THN27-Ot-05E89.78FTTHN46-11.59E442.51FTTHS41-52-02E881.11FTTH S48-05-26W406.87FTTHN41-52-51W627.47FTTHS48.11.44W218.96FTMILTOP08-(PORTIONS OFLOTS I&20FKCSHORT PLAT N0586023RECORDING NO NEW FLR FLOOR, FLOORING TEMP TEMPERATURE, TEMPORARY 9006050697-- LOT 1OFCITY OFTUKWILA BOUNDARY LINE ADJUSTMENT NOL96-0002RECORDING NO9707090733 FLUOR FLUORESCENT TER THK TERRAZZO THICK, THICKNESS ACCESSIBILITY CODES: WASHINGTON STATE ACCESSIBILTTYCODE PAC 51-50) FO FACE OF, FINISHED OPENING TYPEOFWORK - 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 - - FIR FRAME, FIRE RATED TYP TYPICAL OCCUPANCY: B ( OFFICE) RCP SYMBOLS FRMG FRAMING - FRT - FT FTG FLIT FIRE RETARDANT TREATED FOOT, FEET - FOOTING FUTURE UIC UGND UNFiN UNDER COUNTER . UNDERGROUND UNFINISHED EXISTING TYPE OF CONSTRUCTION: ICCCONSTRUC710NTYPE VB CEILING -MOUNTED WAC DIFFUSERS ® ® (SIZE AND TYPE PER PVC FABRIC UON UNLESS OTHERWISE NOTEDOF ZXZ FLUORESCENT LIGHT CEILING -MOUNTED MECHANICAL DRAWINGS) FWC FWP ALL CO ERINGCABINET FABRIC WALL COVERING FABRIC WRAPPED PANELS) VERT VEST- - VERTICAL VESTIBULE STORE ABOVE STORIES ABOVE GRADE PLANE: Z STORIES BELOW GRADE PLANE: 0 - _ - TX4'FLUORESCENTLIGHT GA GAGE VNR VENEER SEISMIC DESIGN CATEGORY: GENERAL NOTES. CEILING -MOUNTS GALV GALVANIZED VR VAPOR RETARDER D 1'X4' FLUORESCENT LIGHT - GEN GENERAL, GENERATOR WIC VINYL WALLCOVERING _ - CODE COMPLIANCE (HIDDEN) CEILING -MOUNTED - WAC RETURNSIEXHAUSTS GFRC GLASS -FIBER REINFORCED CONCRETE W WEST, WIDE PROPOSED AREA OFREMODEL: STRIP FLUORESCENT LIGHT (SIZE z ® GFRG GLASS -FIBER WI WITH 12,893 SF OF PROJECT AREA _ - 1. DO NOT SCALE THE DRAWINGS. - APPROVED MECHANICAL DRAWINGS) FEINFORCED GYPSUM WC WITHOUT (EXPOSED) GFRP GLASS -FIBER WC WATER CLOSET, WALLCOVERING I I CORE AND SHELL FIRE RATINGS: 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. STRIP FLUORESCENT LIGHT FLUORESCENT CEILING -MOUNTED HVAC ITEMS REINFORCED PLASTIC WD WOOD AS EXISTING -NO CHANGE AUG 22 2 19 WALL -MOUNTED GL GLASS WH WALL HYDRANT 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE k STRIP FLUORESCENT LIGHT GYP GYPSUM - VIP WEATHERPROOF, WATERPROOF, INTERIOR FINISHES: - SHALLBEASBINDINGASIFREQUIREDBYALL THECONTRACTORSHALLCOORDINATE - DOWNLIGHT - © GYP BD GYPSUM BOARD WR WATERPROOFING, WATER RESISTANT PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. City O H HIGH WT WEIGHT BUILDING DIVISION BUILD}NG DIVISION O. ACCENTDOWNLIGHT - HB HOSE BIBB- WNVF WELDED WIRE FABRIC MEANS OF EGRESS: SEEA-OD5•UFESAFETYPLAN 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS - -- CEILING -MOUNTED ACCESS PANEL HCWD 4OLLOWCOREWOOD XFMR TRANSFORMER - OTHERWISE INDICATED.. - - O> WALL-WASHER-0OWNLIGHT HD HOW RAND BOARDRYER HARDBOARD - PARKING: RECEIVED _ HOW HARDWARE - NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE PROJECT. PARKING DEMANDS AS A - 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE CITY OF TUKWILA SCONCE -TYPE X HDWO HARDWOOD RESULT OF COMMERCIALTIAREMETBYEXISIINGSITEPARKINGFACILITIES.ALLACCESSfBLESITEFEATURES - LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE - OF E RBYSHA a (WALL -MOUNTED) LIGHT HM HOLLOW METAL AND PARKING STALLS ARE PROVIDED PER THE BUILDING LANDLORD, NE LL UNLESS INDICATED. NDD CATS DOORSAND CASED A HO HOLD OPEN OPEN CENTERED BETWEEN WALL INTERSECTIONS, AUG O ZOI9 ® CEILING -MOUNTED EXIT LIGHT CEILING -MOUNTED FIRE SPRINKLER HORIZ HORIZONTAL - - HR HOUR 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE PERMIT CENTER HT HEIGHT CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL 6 WALL -MOUNTED EXIT LIGHT O WAC HEATING, VENTILATING, REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BYAQUALIFIED AND AIR CONDITIONING PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIA INDICATED. STANDARD LIGHT FIXTURES CEILING -MOUNTED SPEAKER - Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com REVISIONS No c -saes sna h ;.I,le to the scope Of work wnnout > :, oval Of the Tukwila Budd no D:osion. NOTE: Revision, will reauire a new plan submittal and may mc,,:ce apddlnnal plan fevi@ FILE C r� Permit No. - - Plan review approval is subject to errors a omissions Approval of construction docume!'-, c. J !im autn: •ize the violation of any adoptetl c, " ordinance Receipt of approved Field Cop, 0,?cIttayp sa no_wradged. By City of Tukwila BUILDING DIVISION PROVIDENCE SUITE 210 EXPANSION RIVERFRONT TECHNICAL PARK . 2811 S 102ND ST, SUITE 210 - TULWILA, WA 98168 W MARK I DATE I DESCRIPTION PROGRESS DATE: 07/29/19 - DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number All dravnngs 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 written consent of the Sabey Corporation. COVER SHEET AND PROJECT INFORMATION is 1 1 2 -..3 4 5 6 7 8 _9. 10 PROJECT NOTES DIVISION I - GENERAL CONDITIONS DIVISION IX - FINISHES' - H. REFERENCES - 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE 01010 SUMMARY OF WORK 09250 GYPSUM DRYWALL AND METAL STUDS EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE - - - 1. AMERICAN SOCIETY FOR TESTING AND: MATERIALS (ASTM): GAUGE. 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. COMERCIAL OFFICE SUITE - SHOWN IN THE PLANS. - B. C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. 5, FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, LION. C. C645 -NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS: - 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 WALLBOARD, 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE - RADIATOR ENCLOSURES,. FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. - BACKING BOARD, OR WATER-RESISTANT. BACKING BOARD. A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. " CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE _ B. PRESSURE REQUIREMENTS: SELECTIONS. - 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, LION. 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT C. SPRINKLER HEAD SPECIFICATIONS. SYSTEMS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 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 - - FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, BUILDING STRUCTURE, UON. 09500- CEILING SUSPENSION SYSTEMS, 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. REVIEW AND APPROVAL PRIOR TO INSTALLATION. 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 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED DAMAGE AT THEIR OWN, EXPENSE. CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID. ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 15800 - HEATING VENTILATING AND AIR CONDITIONING 4. FIREIEMERGENCY 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.. 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS LABOR AND ACCESSORIES FOR EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED, COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED: PLACEMENT. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE 7. ALL DRYWALL TO BE 5/8" TYPE"X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 2, DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. 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. OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: COPIES FOR APPROVAL. - 8, INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. - OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. _ - 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECTAND 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE FINAL FINISHING AS SPECIFIED. 6, ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH - SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.LC. `.(NOT IN MANUFACTURER'S SPECIFICATION AND CODES 5.. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT; OUTLETS, SWITCHES ETC. ON BOTH KITCHEN APPLIANCES.. - SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. DIVISION XVI - ELECTRICAL - - - - - WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES.. - 16000- ELECTRICAL AND TELECOMMUNICATIONS 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-011. ANCHOR AS FIREIEMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: REQUIRED. 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANTS REQUIREMENTS, EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS.- _ A. SYSTEM DESCRIPTION:. 09530- ACOUSTICAL TREATMENT - 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A"COMPLETE AND OPERABLE ELECTRICAL SYSTEM. - PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN.. " 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL 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 - - - KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND THE STRUCTURAL DESIGN LOADS SPECIFIED. OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH INDICATED. MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA 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 CABLE CONFIGURATION WITH THE TENANT. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. REQUIREMENTS. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, LION. 11. ALL ELECTRICAL; PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE 09650 -RESILIENT FLOORING BUILDING SHELL STANDARD SPECIFICATIONS. 3. STRUCTURAL REQUIREMENTS: 5, WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED LON. A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND DIVISION it - SITE WORK B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. MANUFACTURER PER FINISH SCHEDULE. 6. GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. 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 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS 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. ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. - - "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT' FIXTURES SHALL - 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 BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El19, AND SHALL BE APPROVED BY THE LOCAL OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. - STANDARD FINISH, UON. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICEIDATA AND PANELS ARE TO BE REMOVED BACK TO JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT AREA PART OF ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABE.ING TO BE REMOVED FROM TENANT EACH ASSEMBLY. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S 8. PROVIDE SEPARATE CIRCUITS FOR TENANTS EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, SPACES BELOW. WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = IW' OVER 10'. COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY 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 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. REMOVED. - INSTALLATION OF TENANTS NEW FURNITURE. - 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 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH 1N CEILING, WALL, OR FLOOR AS REQUIRED.... - SPECIFICATION LION: IN FLOORS; WALLS, OR CEILINGS, CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANTS VENDORS 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 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 AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE 2. FIRE RATED PARTITION HEAD SYSTEMS: 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS BUT NOT LIMITED TO: ELECTRICAL AND DATA `rVIRING LOCATIONS; J-BOX LOCATIONS, CONNECTIONS AND 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL A. RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). WALL MOUNTED REQUIREMENTS. DUST 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. WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. - - 12. THE CONTRACTOR IS TO VERIFY EXISTINGABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 3. PREPARE SUB FLOOR, WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS, LOCATIONS TO BE PREPARED TO 06100 - ROUGH CARPENTRY 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD, APPROVED SUBSTRATE, MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. RECEIVE NEW FLOOR FINISH AS REQUIRED. 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW, - 13. ARCHITECTURAL DRAWINGS INDICATE -LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CURBS, BUCKS;NAILERS; BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. - - - CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND D. PARTITION: FRAMING. - 09900 - PAINTING AND STAIN - SHALL MEET OWNER'S GUIDELINES. 06200- FINISH CARPENTRY _ - " - - 1. RUNNERS: - 1. UNLESS OTHERWISE NOTED, PRIME ALL:GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN 1: FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS USE COATS OF BENJAMIN MOORE EGGSHELL FINS FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER ACCORDANCE WITH ALL APPLICABLE CODES. AND NOSINGS POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND OF PAINT COLORS AS INDICATED IN DRAWINGS. - CONDUIT WHICH MAY BE EMBEDDED INCONCRETE .FLOORS. - - 15..DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND - 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. - 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. COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A - " 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 MINIMUM DIMENSION BETWEEN EACH DEVICE. - 06400 - ARCHITECTURAL WOODWORK AND CASEWORK - RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO (2) FINISH COATS. - - - - - - CLEAR PARTITION. I B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED. 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON A COMMERCIAL GRADE CLEAR SATIN VARNISH. FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS: 17, LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE 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 TENANT BEFORE INSTALLATION.' - - 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT.," THICK. DEFLECTION. _ - SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2COAT) " - - GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER, AND NOT MORE THAN 2 - - INSTALLATION. AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, LON IN ELEVATIONS ! 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 DETAILS. SPECIFICATIONS MANUAL' (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B"CUSTOM" (2 COAT) 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD 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. DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND ,030" 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT VERTICAL. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. LOCATION WITH FURNITURE VENDOR. AND CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. THAN 20-GAGE. - - 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 21. COORDINATE POWER/DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS; . FINISHES & CASEWORK. - 6. SHELF EDGING TO BE VINYL. 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 AS THE ROOM LION. - 22, PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWERJDATA DIVISION VIII - DOORS AND WINDOWS - - 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND REI.ITE FRAMES, FIRE DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 08210 -WOOD DOORS EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. DIVISION XII -FURNISHINGS 12500 - WINDOW TREATMENT 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR 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 REVIEW AND APPROVAL PRIOR TO INSTALLATION. AT ALL BOARD EDGES. 1. ALL PERIMETER GLA71MG TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND. FRAME UNLESS OTHERWISE NOTED MANAGEMENT. 16500 - LIGHTING - 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD 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 2. ALL INTERIOR RELITES TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS, 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE - _ - TO TOP RUNNER. MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED CODES AND " -4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW - ... 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR RaIIE , REGULATIONS. - - 9. STUD BRIDGING: 08710 - FINISH HARDWARE - - A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE DIVISION XV - MECHANICAL 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED LON. - .STUD FLANGE ONLY, PROVIDE 314" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5'-0" ON 15400 - PLUMBING "- 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED CENTER FOR THE FULL HEIGHT OF THE PARTITION. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, THE CENTER OF CEILING TILE, LION. - - - NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF WITH RIGID FACING MATERIAL STOPPING 3'-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER SPECIFIED IN SIMILAR LOCATIONS.. - - BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL HEATERS, ETC. 4. REUSE ALL EXISTING BIS FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET ROW FOR EACH Y-0" OF EXPOSED STUDS. - LOCAL ENERGY CODE COMPLIANCE. - 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 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT. OF,12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. 5. DESIGN OF ELECTRICAL TO BE PREPARED: UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. ' 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO `. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO - (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. COMMENCEMENT OF WORK. ROOM NUMBERS. - 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS F. BACKING: 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL NEW WATER HEATERS ARE O BE INSTALLED WITH DRIP PAN. - ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. - 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS. - 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND 6.ALLPLUMBING FIXTURES TO ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 41NCH WIDE 16 GAGE STEEL CODES. A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP B. LIFE SAFETY EQUIPMENT. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. - - - REVIEW AND APPROVAL PRIOR TO INSTALLATION. - D. LIGHT FIXTURE SPECIFICATIONS - 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 3. FIRE RETARDANT TREATED WOOD BACKING MAY BE USED AT THE CONTRACTOR'S OPTION. ALL FIRE " RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A LABEL FROM AN APPROVED 15500 - FIRE PROTECTION - - - 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR 08810 - GLASS - INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR - REVIEW AND APPROVAL PRIOR TO INSTALLATION.. " LUMBER AND AWPA C-27 TYPE FOR PLYWOOD. 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 114" TEMPERED SAFETY GLAZING, LION.. - - - RECEIVED - G. INSTALLATION TOLERANCES: 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS _ CITY OF TUKWILA 2. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH 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 DISABILITIES ACT - 0 SUBCONTRACTOR SUBCONTRACTOR FINDS. ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD; THEY " DIRECTION.. - AUG 12019 SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY - V!R_ WORK. 2. LOCATE ASSEMBLIES WITHIN 1/4INCH OF REQUIRED LOCATIONS. APPLICABLE LOCAL CODES AND LAWS. PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd -4th Floor Seattle, WA 98168 206.281,B700 sabey.com PROVIDENCE SUITE U 210 EXPANSION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, SUITE 210 "TULWILA,WA98168 FREVIEWEDOR NCE 19 ila SION 6194 MMIT REU AR &ABA M. A11DIDi80N 87A'LB OF WA91@f610N MARK 1 DATE DESCRIPTION PROGRESS DATE: 07/29/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number All drawings and written material appearing herein constitute the original and unpublished work of the 5abey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. NOTES AND SPECIFICATIONS � J ,J I 2- 3 4 5 6 7 8 9 - 10 � 0 ®X�xDD O � \ p / \ / o O e � RIVERFRONT \ . o \ TECHNICAL PARK 2811 S 102ND STREET AREA OF WORK ON THE SECOND FLOOR c RIVERFRONT TECHNICAL PARK SITE PLAN W0,11 � . I �—U t SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com PROVIDENCE SUITE 210 EXPANSION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, SUITE 210 TULWILA, WA 9816E 6194 RWISTEM:() EAAA M. ANuEP" - STATS OF WASI IOTON MARK DATE DESCRIPTION PROGRESS DATE: 07/29/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number 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. SITE PLAN 1 2 3 4 LIFE SAFETY LEGEND — — — — INDICATES PATH OF TRAVEL -- INDICATES PATH OF TRAVEL ® TRAVEL DISTANCE START POINT 41 COMMON PATH OF TRAVEL INTERSECTION #fk EXIT AND LOAD OCCUPANCY X XXXX FLOORAREA(SF) XX OCCUPANTLOAD LOAD FACTOR PER IBC 1004.1.2 ®E EXISTING EXIT SIGN ®N NEW EXIT SIGN ®T EXIT SIGN WITH DIRECTIONAL ARROW viE EXISTING EXIT SIGN TO BE REMOVED OCCUPANCY CALCULATIONS B - OFFICE SUITE 210 12,893 SF/ 10D SF PER OCCUPANT=129 OCCUPANTS `., AREA NOT IN SCOPE - TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE 12,893 SF TOTAL OCCUPANCY - 129OCCUPANTS NUMBER OF EXITS REQUIRED 2 NUMBER OF EXITS PROVIDED 2 OCCUPANT LOAD PER EXIT 65 REQUIRED EXIT WIDTH 65x.15=9.7" EXIT DOOR WIDTH PROVIDED 3-0" (32" CLEAR) CODE ANALYSIS I TYPE OF CONSTRUCTION- SECOND FLOOR - PARTIAL LIFE SAFETY PLAN PROJECT TYPEVB-FULLY SPRINKLERED r=1B-o^ NORTH OCCUPANCY CLASSIFICATION: B OCCUPANCY (BUSINESS) TRUE NORTH EXITING REQUIREMENTS: OCCUPANT L04D FACTOR 0015 IBC TABLE 1004121 AREAS (WITH SPRINKLER PROTECTION) : _ GROSS - (ACCESSORY IF EXISTS):100 GROSS EGRESS WIDTH PER OCCUPANT: USE (SPRINKLERED) STAIRWAYS (INCH/OCCUPANT) OTHER EGRESS COMPONENTS (INCHIOCCUPAN B OCCUPANCY 0.2 0.15 TRAVEL DISTANCES: - vny Ut turwnd 1. MAXIMUM ALLOWED DEAD END CORRIDOR LENGTH:5D-V IBC 1020.4, EXEMPTION 2) BUILDING DIVISION 2.MAXIMUMALLOWED COMMON PATH OFEGRESS TRAVEL: 100'-O'(IBC TABLE 1006.2.1) RECEIVED3. MAXIMUM ALLOWED EXIT ACCESS TRAVEL DISTANCE: 250'-0" (IBC TABLE 1017.2) r 4a ' i 12(119 M yago PERMITt SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com PROVIDENCE SUITE 210 EXPANSION RNERFRONT TECHNICAL PARK 2811 S 102ND ST, SUITE 210 TULWILA, WA 98168 - 6194� AR aAan m. Atvnart8oq STATE OF WARMOTOR MARK 1 DATE I DESCRIPTION - PROGRESS DATE:. 07/29/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. LIFE SAFETY PLAN 1 2 3 4. SECOND FLOOR - PARTIAL OFFICE DEMOLITION PLAN ,i ,EXISTING SUITE 200/ 210 4 I j�'ELEC.RM / / �// i / t D / / / � SHOWN SHARED) � IN i .,I; a�(!h�. � SSTING TO BE DEMOLISHED (SHOWN DASHED) - NEW CONSTRUCTION - RECEIVED i E CITY OF TUKWILA AUG 01 2019 PERMIT CENTER DEMOLITION NOTES: 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION, 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS AND HARDWARE FOR REUSE, LION, 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR REUSE, LION. 4. REMOVEALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC, FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES,CONDUIT, WIRING, ETC. ALL THE WAY BACK TO ORIGINATING SOURCE, LION: DEMOLITION KEYNOTES: 0 DISASSEMBLE AND RECONFIGURE EXISTING FURNITURE SYSTEMS AND POWER POLES - VERIFY FINAL LAYOUT WITH TENANT. SALVAGE ANY UNUSED FURNITURE FOR BUILDING STOCK. SEE FURNITURE PLAN. ODEMOLISH EXISTING WALLS PER FLOOR PLAN, PATCH AND REPAIR ADJACENT SURFACES AS REQUIRED TO BE SMOOTH, PAINTABLE SURFACES. 30:. EXISTING CASEWORK TO BE REMOVED. - 4O RELAMINATE EXISTING CASEWORK PATCH AND REPAIR ALL SURFACES AS NEEDED. OREMOVE ALL OUTLETS, FIXTURES, ETC. FROM DEMOED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ONOT USED. 7O RELOCATE EXISTING FURNITURE gO CREATE A NEW OPENING FOR DOOR AND FRAME IN EXISTING WALL SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com PROVIDENCE SUITE 210 EXPANSION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, SUITE 210 TULWILA, WA 98168 6194 iOSGti>$1'� M!A EARAM. ANOSEEpN STATE OF WAS8SR3Tgf - MARK I DATE DESCRIPTION PROGRESS DATE: 07/29/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number All orawngs 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. FLOOR DEMOLITION PLAN 1 2 3 4 6 6 7 8 9 10 Q $ O g 5 EXISTING EXIT EXIT STAIR/ F OFFICE OFFICE OFFICE OFFICE AREA � Q2 FLOOR PLAN NOTES: I I _ 1. REFER TO. PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. NEW SUITE 210 I 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 14,517 RSF 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, �/ — — - -- — — — GASKETED OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS 12,893 USF 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELUCORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS,TAPE & SAND SMOOTH FOR NEW FINISH. OFFICE 5. PROMDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS OFFICE OFFICE I 6. ALL WOOD USED ININTERIOR FRAMING ISTOBEFIRE-RETARDENTTREATED WOOD. E 7. LON, ALL PARTITIONS B 1 a / S. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 6" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD, OFFICE 9. FOR TYPICAL DEVICE MOUNTING HEIGHTS, SEE 3 /A 601 OFFICE OFFICE cc FLOOR PLAN KEYNOTES: NEW BREAK AREA _ 3 0INFILLEXISTING OPENING - MATCH EXISTING MTLSTUD/GWBWALLASSEMBLY. 09 _ 4 OFFICE OFFICE O NEW SOLID CORE WOOD DOOR. ti BUILD NEWACOUSTICAL INSULATED WALLS TO 6" ABOVE ACOUSTICAL CEILING, PAINT, AND INSTALL NEW RUBBER // 11 VERIFY SWITCHING AND EXTINGUISHER CABINET LOCATIONS, RELOCATEAS NEEDED. D - / 5 OFFICE _ WOOD DOOR NTH GLASS PANEL-2 X 6 GLASS WITH PRIVACY FILM. NEW QUIET ROOM ,, O PAINT ALL NEW WALLS TO MATCH EXISTING. t0 I OFFICE TOUCH UP FINISH ON DOORS AND FRAMES AS NEEDED. - D REBALANCE HVAC. I OFFICE PROMDENEW LOCKING HARDWAREANDCARD READER ICCESS-VERIFYWffHTENANT. 1 EXIS71NG.CARPET TOREMAIN -CLEAN CARPET. OFFICE OFFICE / 11 NEW CASEWORK (UPPERS &LOWERS). REUSE EXISTING CASEWORK (UPPERS & LOWERS) NEW ST III --RELAMINATE RAGE i / - _MATCH TENANT STANDARDS ,t. OFFICE i - - - .NEW SINK/DISHWASHEP/REFRIGERATOR AND OTHER APPLIANCES / EXISTING PLUMBING TO REMAIN i I _ / STORAGE /�% / / STORAGE // ELEVATION C o B O HUDDLE n." ROOM m j r STORAGE ' ry / i LE : SHAD" �D�BY / J i E C RE i '/ lye AI MDF UITE2D0&210i 1 i f � � / i/ I, / I: i / 1 ,j { , f` Cis ON .. o i C STRUCT ION LEGEND: SABEY Architecture 12201 Tukwila tot' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com- PROVIDENCE SUITE 210 EXPANSION RNERFRONT TECHNICAL PARK 2811 S 102ND ST, SUITE 210 TULWILA, WA 9816E 6194 ggGIBtERID AR 3TA�o�w MARK 1 DATE 1 DESCRIPTION PROGRESS DATE: 07/29/19 _ DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number All drawin s and written material appearing herein constitute e t 9 PP 9 the original and unpublished work of the Sabey Corporation and the same may P not be duplicated, used or disclosed without the written consent of the Sabey Corporation. K i EXISTING TO REMAIN a� m / _` 1, �, ; , ' , / i ', /, ' - . i'ii i , / %�, � /i"/ i (SHOWN SHADED) FLOOR CONSTRUCTION `i '/ / ' J; is '"/ /' �%; / ' i ✓ `�/ /i / i "� i /' / / PLAN . p EXISTING TO BE DEMOLISHED (SHOWN DASHED) RECEIVED a SECOND FLOOR —PARTIAL OFFICE CONSTRUCTION PLAN L/' CiTYoTUKwILA NEW CONSTRUCTION - I�„/J PERMIT CENTER 1 2 3 4 6 6 7 8 9 10 O O ■O � 0 A g � ■■■ ■■■ ■■■■■■■■�' ■■■■■■■■■■®■■■■■■■11■■■■ ■■■■■®-- ■fl�l�■■■■■■■■ ■■®■■■■®■®■■I®®■■■■1� I®■■■■■■lid■■■■®■1 I■O ME■ MEN 000O■ ■■ ■■■1■■■■■ ■■■■■■■■■■■■■1®■■■■■■11 IN ■■ i■i■ ■ ■■■ ®MEN ■ No ME ■ - ■ l■■Oi ■ II IN ■■■■ ■ ME■■MI■■ MEN ■ 0 ■ EEE■■1■■ E■IE■ EEO■■ MEN■■ ■■■■■ ■■■■®■■■■■I�®1■■_■�_■_!I ■■■IIB M e■■■■■ N � M■■:E° _ e■■■■■■■ i■�■■■■11IMMMM ■E■ i■i■■i ME■if■■■®■�■®i■ 1■■ ®■■ ■Y ■■■■■ ■■■■ ■■■■ ■■■■■■■■■■■■■■■■■■■■�■■■■®M�■ I■■■■■■ ■■■■I� MEMO ■E■■■■E ■■■■toommoom ■■■■■■■■■■11�®�■■U■�■N� ■■■ ■■■■■ EM■ ■■■■■ -■ am 0 ■■■■®I■ill mom ■■posommismomm■ ■■■■■■■■.■.■■E.e®■■■■■■ 1�"■GI■■■■� i■E■■■IMI ■■■■E■■■■I®® ■■■■■psomiloommilmolME■l�■■s■■li— ®■■II■■■�■■Id■■■M■°■ ■■ M �■■r ME ■■II■■■ ■■■■ _ M■11■■ ■■l■I ■ ■■®■■■1MEN■■_ O■■■_ ■■■III■ ■II■ ■■II■■� ■Il�t��■.■ ■■ ■■I ■■■■■■■IS��■■II■■■■■■■■■■■®■■1®■ ■■1■EFO■■II■■■ ■■1 ■■■■■ ■®■■III ■MEMO ■E■■le■■■i■.GO■ 1■■■■®I■■ ■■■®■■■■� II■1■■■■��O■■■a ®1IIri■P■■ ■®1■■■■■■■®■ ®11■■■■■ ■■■m�I�ie�..i�i■i■oi�lo■ milsommllmmmmliim■ ■le■ ■ ° ■■ _ ■I■ ■ OO■■OII■■■ OEM ■®■■■■■■III■■ ■■1■ ■■IE■■■E■I!1■m■■■■■ ■■ ■I■■ : ■II■m■■II■■E■■■III®�.■■■I■■■■■iM■■■■in■■■■II■ME ■■■M■ O■I®■ ■1■■■■■II■■■ ■■III■■L■■. . ■■■■■■ ®ate■i�ME ■■■■ ■I:■IIII■■ ■■1■■■■■1■■®�■■l�■� ���� e■EE■® ■■®■■■■®■■■■■■■ E■E®■® EE■le■e-olllm.■em1■■l■E■le■ ■■OEi■ 1■■■ � �ii w�■■■■®■OMEN■■® �leSm 6011E111INNl■OM■I 1m® ■■■ ■HI■■■ ■ ■■�■■ ■■■■ 111■®°■■11■ll■■■■,■■ ■■■ ■■m■■ ■�E■ ■■a■■ s■■ EI®■■ ■E■■■�■■■■■ ■■■■ I®■__�0■__■UMMIN®■M■. MOO. ..■■ le■■ ■1■■■®■II■■■■■ le■■E■ .® _�--_--_=--- •____� ■ME■■■■EEO■■■le■■O■■1■■E®■■■■■■Oil■■■.■■�. ■■■ ■■■■■ ■M■■E ■m ■■■■ ■■■■le■®■ol1m■O®0I■ ■■1BE - ®■■Oi ■■■■■a■■ ■o■■■■ ■1■■ ■■O■■1■■■■■IIiiiiime6__0 ill■ M ■■1 ■■■■ ■■■■ ■■ IIE ■1■ M■IEO■EE■I�iE�ME ■■ ■■■°■■®■■■■I®■■■■■■■■®[am/®■ MMM■I1■EE■■■■■■NE ■1■M■1■■■M■ le■■®■■■■■■■■ ■0■■■,®■.■■■I®■■■■ ■■■■■ 1®®® EII■■lE■1o■■■■■■■■E■■■ __ ME ■■■ O■■■■ ■■■■■le■■ ®■ ■■ M■I■■■■■ 1e��O1�■■■■■ ■■■■ MMEN ■lei®■■III®®®®BII■■■M®■1�■�■■ 1■ ■■■■ i■.111E■I■■■■■■E ■ ■■■WE ■■lei■.■i1■Oii■■.11■■■■ 1E■III■m Ile■��■■■■ ;■■■■■ .. ■I®■■■■■E ■■■11111 a ■IIL■■■■ ■■■■■■®lem■ ■II■■ all .■III ■�■■ M 110--ikk .e "ONE ■■■■■■■n■■■■■®■®le■ 111■■ 11■■ ■11■le■ ■ ■ e■ Owl ■■■1l!f■I■■■■o11e■■■■ ■■■■■le■■O■ NEE ■■■1■.■■® [I®■� ■■ ■■■fll■ ■ E�30 ■ ■■■■ ■ ■® le■■■■ MIN ■■MIN ■■■■■ a■■■■ ■■■■■lee■ IN /.1e■ ®■ ■■■■■ ■E■■11ONOMMON®■NEE■■■■ a■■►.■®■■tiii ■ I MI ®■ ■■■■■ ■®■®■EC■MEMO■■■■■■■■■ IIMEE■®■ ®■e■■_®■IeM■pM E=E0E®■■■■ �■ ■■ ■M■■■■■■■■■■■■■m ■■O'����OE■� I a _ , °mmmo MEN■■■■ E■EI■ 1 PE■1-000ME man ■i■■■■■El ■MOON■ ■■■■ ®■M■ ®ESE E■Eli■ ■���®�■®v�■nam. ���.�aii•�f�f�■®■■I® ■n■ ��■ ■■ IO11 No I■:■E■■11E■OO■®■eIO■ �■ ■�I®®�nI■ Boo I ■ (/� IeIJ■■■Ile■■M011e■ le■ M■■� ■e ■ p M■ ■■�■�p, ■ ■ ■■111■n■OO ■ ■i® ■e111°I�■°■�11■ ■ ■ ■ 1i III ■ '■III®® °1°° ■■1 ■ � °°°° ■■ e■®E■■ INNER •®■■■ EI ■■■ ■1®■■■■le■ ■III■■■■■ m I■■ii■■i®i■s®®■■i■�■° nnE� ■EE■il/■■E�IIIMEII■MIIE ■■■■■ 1 ■® 1®■_ MINE I OO� ■Oii:ONei■■■■■Ii�■■■mom ■■�°II■■�■■■E■iIEEE EE■ ■ ■■ � ■ ,■■ e■■■■■II■■■■■■M11.■■ ■■■E M■■■■■ ,■i�■ oilM e■■■■®�I��e.�®��--- ■■� w ■� ■EI■M■E -- ■■ moomm■MEN MEN E°■1i1 �M® s■■■ M■■■■ Im■■■■■■■fl ■� �■ ■ NEE_ E■■■■_ EIi■■®■E®■iIs ■■ ° - MM II E■■■■■■■■la■ ■ MOON MEMO■■ ■ ■__■■_■__■ ■■ G / ■� j �/ / /. /./ / �i' / � � ill � � / / / % / i � SECOND FLOOR - PARTIAL OFFICE RCP PLAN 118"=1._B.. 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. SEE FINISH LEGEND FOR ACOUSTICAL CEILING TILE AND GRID INFORMATION. 3. MECHANICAL SYSTEM IS BIDDER -DESIGNED. SUBMIT PLANS TO ARCHITECT FOR COORDINATION OF CEILING DEVICE LOCATIONS. .SPRINKLERQUANTITYANDLOCATIONSTOBEBIDDER•DESIGNED.SUBMITPLANSTO ARCHITECT FOR COORDINATION OF CEILING DEVICE LOCATIONS. - 5. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY - FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 6. UNLESS NOTED OTHERWISE, MULTIPLE SWITCH'S IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. T CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND - TILES EXISTING TO REMAIN. 8. WAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLYIRETURN GRILLS PRIOR TO COMPLETION OF PROJECT, 9. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES, RCP KEY NOTES: ORELOCATE LIGHT FIXTURES, DIFFUSERS AND SWITCHES AS NEEDED TO ACCOMMODATE NEW WALLS. ( VERIFY HVAC, ELECTRICAL, FIRE SPRINKLER, FIRE ALARM, AND EXIT SIGN LOCATIONS • RELOCATE AS NEEDED, ALTERNATE: REPLACE ALL EXISTING FLUORESCENT 2 X 4 RECESSED LIGHT FIXTURES WITH NEW 2 X 4 ' - LED. RCP LEGND: 2 X 4 RECESSED DIRECT[ INDIRECT FLUORESCENT _ = I X 4 SUSPENDED MOUNT LINEAR FLUORESCENT _O 6"RECESSED COMPACT FLOURESCENTDOWNLIGHT. - - -0 WALL WASHER _4� PENDANT LIGHT tiS SWITCH REVIEWED FOR CODE COMPLIANCE APPROVED AUG 22 2019 City of Tukwila BUILDING DIVISION CONSTRUCTION LEGEND: EXISTING TO REMAIN - (SHOWN SHADED) EXISTING TO BE DEMOLISHED (SHOWN DASHED) . NEW CONSTRUCTION - RECEIVED CITY OF TUKWILA AUGlcl,.62AS a 12m9 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com PROVIDENCE SUITE 210 EXPANSION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, SUITE 210 TULWILA, WA 98168 - 6194 AR 814RA M. AZ�IDi8CM1 STATE OF WASH OTM MARK DATE DESCRIPTION PROGRESS DATE: 07/29/19 DRAWN BY: AK CHECKED BY: TS - APPROVED BY: KA PROJECT NO: Project Number 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 REFLECTED CEILING PLAN 1 2 3 4 6 6 - 7 8 9 - 10 ls- IP j / I MDF 'i 'ELECSHAREDBY /i i 'SUITE 200 &210� ' I i i / . 3' i i a / / i i i i / / i. a' / i i i / G _ / i SECOND FLOOR - PARTIAL OFFICE FURNITURE PLAN -NEW ODISASSEMBLE AND RECONFIGURE EXISTING FURNITURE SYSTEMS AND POWER POLES - VERIFY FINAL LAYOUT WITH TENANT. ONEW OFFICE FURNITURE PROVIDED BY TENANT - OPROVIDE A BUDGET PER WORKSTATIONS FOR TENANT. 4O NEW POWER AND DATA THROUGHOUT NEWWORK AREAS. - FURNITURE LEGEND NEW OFFICE FURNITURE PROVIDED BY TENANT EXISTING OFFICE FURNITURE RELOCATED EXISTING FURNITURE - - REVIEWED FOR CODE COMPLIANCE APPROVED AUG 22 2019 Gity of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL AUG 01 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com PROVIDENCE SUITE 210 EXPANSION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, SUITE 210 TULWILA, WA 98168 - W MARK I DATE DESCRIPTION PROGRESS DATE: 07/29/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number rw Drawings ana wnnen material appearing nerem 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 FURNITURE PL AN — NEW 1 2 -3 4 5 6 7 8 _ 9 10 OPENING SCHEDULE OPENING DOOR FRAME DETAILS REMARKS NO ROOM NAME HDWE SET SIZE FIRE RTG TYPE CONFIG FIN TYPE CONFIG FIN HEAD JAMBS} SILL L----W:::::: H PARTITION -TYPE 1 NEW STORAGE HW01 3' - 4" T - 0" - WD — vARIEs 2 NEW QUIET ROOM HIA 3' - 4"1 T - 0" 1 - _ WD HOLLOW METAL L' FRAME _ DOOR HARDWARE GROUPS 1 ENTRY FUNCTION LOCKET - u PAIR HINGES , DOOR CLOSER DOOR LEAF IFLOOR-MOUNTED DOORSTOP , ELECTRIC STRIKE - CONNECTED TOTENANTS CARD READER SYSTEM HW02 , PUSH-PULL 1.5 PAIR HINGES i WALL -MOUNTED DOOR STOP o 2 KICK PLATES-, EACH SIDE F v, V2 SF (FLUSH) (VISON LITE W/ MSON LITE WI (MEDIUM STILE TEMPERED GLASS) TEMPERED GLASS) STOREFRONT) HOLLOW METAL FRAME - DOOR HEAD DOOR CONFIGURATION LEGEND PARTITION -TYPE - VARIES BEVELATLATCH EDGE HOLLOW METAL FRAME N DOOR LEAF HOLLOW METAL FRAME - DOOR JAMB DEVICE MOUNTING GUIDELINES w r- w oow w U Q ;moo qv WALL END OR EDGE (INHERE OCCURS; --- DOOR FRAME OR RREALARM WINDOW FRAME THERMOSTAT OR TEMPERATURE SENSOR - - - TELEPHONES; DOOR SWITCHES, DOOR CONTROLLERS, FIRE ALARM PULL SWITCHES, ¢ ' LIGHT SWITCHES AND SIMILAR ITEMS (THE INTENT IS TO ALIGN TOPS OF ALL ITEMS F - MTL 1 PAINT 01/A-601 02/A-601 MATCH EXISTING V2 - MTL 1 PAINT I 01/A-601 021A-601 MATCH EXISTING NOTES: I. USE THIS DETAIL TO LOCATE DEVICES THAT ARE INDICATED ON THE DRAWINGS BUT NOT LOCATED BY DIMENSION, OR TO LOCATE REQUIRED DEVICES THAT ARE NOT INDICATED ON THE DRAWING, 2 ALIGN MULTIPLE DEVICES HORIZONTALLY ANDIOR VERTICALLY AS DETAILED. 3. ITEMS OTHER THAN ELECTRICAL RECEPTACLES SHALL BE MOUNTED NEAR DOORWAYS OR INTERSECTING WALLS AS DETAILED SO AS NOT TO INTERFERE NTH THE PLACEMENT OF ART OR FURNITURE - EXCEPT THAT WHERE THE WALL SEGMENT IS LESS THAN 2''-W WIDE, CENTER THE DEVICES AS DETAILED. WALL END OR EDGE (WHERE OCCURS) WALL SEGMENT 2-0"WIDE OR LESS EQUAL EQUAL - WINDOW, I C OR OR "FEATURE" T .SEPARATE3 LL INTO SEGN TS WHILE ALLOWING ALL OPERABLE PARTS TO (jT� BE LESS THAN 4'-0"AFF) J ""---- ELECTRICAL RECEPTACLES- a � I SINGLE, GANGED, OR SEPARATED BY7 RECEIVED CITY OF TUKWILA AUG 01 2019 PERMIT CENTER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com PROVIDENCE SUITE 214 EXPANSION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, SUITE 210 TULWILA, WA 98168 c •r STATE of WAStla76TON MARK .DATE ) DESCRIPTION PROGRESS DATE: 07/29/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: ..Project Number All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation .ad the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. DOOR, FINISH, DEVICE MOUNTING SCHEDULES AND DETAILS A 1 - 2 3 4 5 i 6) (Ii - 7 8 9.. - 10 3 5/8" GYPSUM BOARD EACH SIDE - ! THE PARTITION -TYPE DESIGNATION OR _ METAL STUDS I WALL -TYPE DESIGNATION IS ATHREE-UNIT NOTE: ALL PARTITIONS HERE MAY CODE THAT INDICATES THE CONFIGURATION, BE MASONRY OR FRAMING WITH i A 1 a CONSTRUCTION AND INSULATION OF THE I METAL STUDS (PER ICC ES REPORT ESR-3064P), FINISH MATERIALS. SEE PARTITION AS FOLLOWS MAXIMUM HEIGHT 20' 0" _ PARTITION -TYPE. INDICATOR FOR - A 801 - FP 1 a - I I - -- - - SPECIFIC CONSTRUCTION. INSULATION (PER THIS DETAIL, BELOW) I I INSULATION IF NOTED ! CONSTRUCTION OF PARTITIONAAALL L5 I FINISH MATERIALS VARY (MAXIMUM WEIGHT FRAMED PARTITIONS NTH FINISH — — — — — — — — — — — =; n. LL o I EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE I _ MATERIALS ARE GRAPHICALLY _ VERTICAL CON FIGURATION OFPARTOIONIWALL LL o I I PLUS APPLIED FINISHES) INDICATED HERE FOR CLARITY IN FRAMING, INSULATION AND FRAMING, INSULATION, - m o a C z - REFERENCING DETAILS AND FINISH MATERIALS (OR AND FINISH PARTN10NM/ALLSYMBOLOGY �o��-I FRAMING ATTACHMENTS. MASONRY) TODECKABOVE MATERIALS TO UNDERSIDE OF a G d I F CEILING ( I z m a I z of FASTENERS: NO INSULATION ,_ I ¢ z o R I AT PLYWOOD FLOOR (MINIMUM 3W I CDX): - a 2 5 ¢i2i W I I PROVIDE (2) NO 8 X V WOOD SCREWS 1 1 a GATT ACOUSTICAL F n ( I AT 24" MAXIMUM OC STAGGERED FOR i A 801 A 8Dt INSULATION � cda c� I ( LAYER GYPSUM BOARD EACH SIDE, o z = �w � o ER . NIAXIMIM OC STAGGERED FOR 2 LAYERS I GYPSUM BOARD EACH SIDE 2112"METAL STUDS F ci ¢ z a ( - - +. BATTTHERMAL h INSULATION a o - ( ATCIP CONCRETE AND POST -TENSIONED CONCRETE FLOOR: - p Li 1 . 3 5/8"METAL STUDS INSULATION DESIGNATION I ( PROVIDE HILT] X-0 0.15T' DIAMETER - I I POWDER -ACTUATED FASTENERS, EMBED NOTES I 3/4" PER ESR-2269.24" MAXIMUM OC NON -FIRE RATED NON FIRE RATED I i STAGGERED FOR 1 LAYER GYPSUM FULL -HEIGHT PARTITION PARTITION BRACED ATCENNG 6"METAL STUDS 1 2.jWkERE SEE SPECIFICATION FOR STUD SPACING AND GAGE. FIRE ANDIDR SOUND RATINGS ARE INDICATED, THE GYPSUM BOARD I u a BOARD EACH SIDE, 16" MAXIMUM OC I STAGGERED FOR 2 LAYERS GYPSUM REQUIRED SHALL BE CONTINUOUS BEHIND ABUTTING NONRATED PARTITIONS SO THAT ry I BOARD EACH SIDE FIRE AND/OR ACOUSTIC PERFORMANCE IS NOT COMPROMISED. PARTITION/WALL CONFIGURATION PARTITION (P2 FRAMING. q PARTITION -TYPE LEGEND I PTN-TO-FLR CONNECTION FOR SEISMIC SITUATIONS 4 PI f 3_1.0" P3 NO SCALE NOSCALE I (SCHEMATIC) STRUCTURE — (SCHEMATIC) STRUCTURE , WIRES AGE WIRES - ATTACHMENTOFSPLAY WIRES TOSTRUCTURE: FLUTED METAL DECK (20GAGE MINM UM) - AT4'-0"OCMAX �.� IV,\ ,, WITH OR WITHOUT CONCRETE ALONG PARTITION AT STEEL STRUCTURE: TYPICAL THROUGHOUT THIS DETAI - ALL WIRES - BEAM CLAMPS. - S 4'MAX ONA ACHMENT TWISTED PARTITI Ti ATCIPCONCRETESTRUCTURE: -..:_>. - ,.:; - -;;.-.,a _.:?.. ,.�;� ,. _..: •},:.,�.. .., .:.;-: -." ::- _ _ :' AT EACH CUP AT 4'-0" OC, MAXIMUM s EMBED THRICE -LOOPED WIRE EMBEDDED INTO ATTACHMENT CONCRETE (70"MINIMUM EMBEDDED LENGTH). — — — — — — — — — — — - — — — — — — — — - DINT — N OR -- CEILING MANUFACTURER'S CLIP, FASTENED TO ACOUSTICAL SEALANTAND — SEISMIC DESIGN CATEGORY AAND B: CASING BEAD WHEREEXPOSED TO VIEW, TYPICAL 17 i CONCRETE WITH POWDER -ACTUATED FASTENERS. GENERAL NOTES: BOND BREAKER STEEL -ONLY DECK TAPE NO 8 SCREWS AT 16' OC 4"WIDE PLATE (20 GAGE - - AT PRECAST OR POST -TENSIONED CONCRETE: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED OR MINIMUM) AT48"MAXIMUM ACOUSTICAL CEILING ' CEILING MANUFACTURER'S CLIP, FASTENED T0. TRACK TO ALLOW 3W DEFLECTION; MAINTAIN CASING BEAD, TYP STEEL AND CONCRETE DECK ' OC, WHERE NECESSARY - - BEAD CONCRETE WITH (2) 5/16 TAPCON SCREWS DEFLECTION CAPACITY AND FIRE -RATING AT ALL I HIL71 X-U 0.15T DIAMETER FOR - FOAM TAPE TO PLUG - I -CASING GAPSATSUSPENSION EMBEDDED2".PERESR•2202. STRUCTURAL POWDER -ACTUATED FASTENERS AT � PARTITION ATTACHMENT ggyySSTTEE�� TOP TRACK, 20 GAGE AT OPEN WEB 24" OC, EMBED 3 4"PER ESR-2269 STUDS CUT3/4"SHOR7TOALLOW:14 OEFLECTIO - � FASTEN :TRACK TOPLATE WITH MINIMUM, PAINT FLAT WIRE LOOPED AROUND BOTTOM CHORD. ( SEISMIC DESIGN CATEGORY C, D, E, AND (3) NO 8 SCREWS AT 48" MAXIMUM BLACK AT TOP OF FINISH MATERIALS (WHERE OCCURS) F: OC AT WOOD JOISTS IT NOMINAL MINIMUM WIDTH): PROVIDE 3/4" CLEAR SPACE TO ALLOW 314" STEEL -ONLY DECK - FASTEN PLATE TO STEEL -ONLY DECK - 1/4" DIAMETER X 3" LONG CLOSED -EYE SCREWS DEFLECTION. DO NOT SCREW FINISH MATERIALS NO 10 SCREWS AT 12" OC WITH (2) NO 8 SCREWS EACH END OF WITH 1" MINIMUM PENETRATION. INTO TOP TRACK- FASTEN INTO STUDS ONLY OR PLATE OR STEEL AND CONCRETE DECK OR - (3) STAPLES MINIMUM ONTO LOOPED WIRE INTO - _ - APPLY OR PATCH FIREPROOFING WHERE HILT] X-U 0.157" DIAMETER TO STEEL AND CONCRETE DECK WITH SIDE OF JOIST. FIREPROOFING IS REQUIRED) AFTER INSTALLATIO POWDER -ACTUATED FASTENERS AT - (2) HILTI X-U 0.157" DIAMETER - - OF TRACK OR STRAPS 118" OC, EMBED 3/4" PER ESR-2269 POWDER -ACTUATED FASTENERS, - - NOTE: LION ALL POWDER -ACTUATED FASTENERS - EMBEDS/4",MIN 4°SPACING.PER ESR-2269 - OA PTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES a6 PARTITION ORIENTED PARALLEL TO CEILING TEES HILTI PER ES REPORT ESR-2269. AT PARTITIONS WITH ACOUSTICAL INSULATION, ACOUSTICAL NON -ACOUSTICAL INSTALL GYPSUM BOARD 2" SHORTTO PARTITION, TYP PARTITION, TYP - < ACCOMMODATE LARGER ACOUSTICAL SEALANT I- JOINT NEEDED TO ACHIEVE 314" DEFLECTION (q , PARTITION PERPENDICULAR TO FLUTES O PARTITION OFFSET AND PARALLEL TO FLUTES O PARTITION BETWEEN PARALLEL FLUTES _ PARTITION HEAD ATTACHED TO SUSPENDED ACOUSTICAL CEILING SYSTEM WITH TEGULAR-EDGED TILES INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE 2 3" =1, , REVIEWED FOR CODE COMPLIANCE APPROVED AUG 22 2019 SABEY Architecture 12201 Tukwila Int' Blvd-4thFloor Seattle, WA 98168 206,281.8700 sabey.com PROVIDENCE SUITE 210 EXPANSION RIVERFRONT TECHNICAL PARK 2811 S 102ND ST, SUITE 210 TULWILA, WA 98168 6194 Px=TgRM F EXEElit ANUHiiBCiA STATE 4f WSSNiNl1'[ON MARK 1 DATE DESCRIPTION PROGRESS DATE: 07/29/19 DRAWN BY: AK CHECKED BY: TS APPROVED BY: KA PROJECT NO: Project Number - - All drawings and written material appearing herein constitute - - City of Tu{CWL{a the original and unpublished work of the Sabey Corporation BUILDING DIVISION and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. PARTITION TYPES AND CEILING DETAILS