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HomeMy WebLinkAboutPermit D14-0146 - LE CORDON BLEU CULINARY SCHOOL - TENANT IMPROVEMENTLE CORDON BLEU CULINARY SCHOOL 360 CORPORATE DR N D14-0146 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.Kov DEVELOPMENT PERMIT 2623049144 Permit Number: D14-0146 360 CORPORATE DR N BLDG 10 Issue Date: 6/20/2014 Permit Expires On: 12/17/2014 LE CORDON BLEU CULINARY SCHOOL Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SOUTHCENTER CORPORATE SQUAR 150 CALIFORNIA ST , SAN FRANCISCO, IL, 94111 ROMINA TONUCCI 500 N DEARBORN ST, STE 900 , CHICAGO, IL, 60654 HOWARD S WRIGHT Phone: (312) 260-7335 Phone: (206) 447-7654 501 EASTLAKE AVE E, STE 100 , SEATTLE, WA, 98109 HOWARSW863BG Expiration Date: 1/7/2016 KITCHEN ACADEMY INC 231 N MARTINGALE RD , SCHAUMBURG, IL, 60173 DESCRIPTION OF WORK: INTERIOR RENOVATIONS TO EXISTING CULINARY SCHOOL. SCOPE OF WORK INCLUDES NEW NON -LOAD BEARING INTERIOR PARTITIONS, MECHANICAL, PLUMBING AND ELECTRICAL WORK Project Valuation: $52,923.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VA Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $1,730.08 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I hearby certify that I have read and kxami ed this permit and know the same to be true and correct. All provisions of law and ordinances govnin this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: n_ Print Name: Ale\ca►/Ndra �iv -t 1i1 Date: /VD/ / -1 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 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 be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 27: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 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) 12: 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) 13: 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) 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 1008.1.8.3 subsection 2.2) 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 1008.1.9.1) 21: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 20: 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). 24: 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) 23: 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) 25: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 26: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 28: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 29: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 807.1, 807.2) 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: 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** 1400 FIRE FINAL 0409 FRAMING 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 Building Permit No. >1)-1--ou-ro Project No. Date Application Accepted: 5-- (3- ( Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION LL King Co Assessor's Tax No.: 2Ui:*K'� 50 Site Address: 454glD14d (Oi(.• No f t't. Suite Number: 0►443 Floor:\' "V S Tenant Name: I,.` £ ofdo K Mem, Cutlivuodry SLiascol New Tenant: 0 Yes p:.No PROPERTY OWNER Name: Whoring, Lou , Nook Simi, Addresss:'`(,Qt� *kite 1. tack !01, ,/W, City: 1 KVQ',�%E't//r� i1 *r�tL1Stat�e:'f't )�l Zip: ff er CONTACT PERSON - person receiving all project communication Name: Dp _� N frnjl%.i4 "CotAwu;t Address: Soo r% D ...ebot'h sc. Swl100 City: 04L4/6 State: 2 L J Zip: (pow Phone:tyz`j(..733 ax: Email:rr laps 4ct.Z0bKtijo�l(. co Ph GENERAL CONTRACTOR INFORMATION`` Company Name: �warei S . wri - Uovortu ) Address:so' KS t. /w . t, 10 0 City: 5co„i(� State: WA Zip:�t 10 1 Phone: / j 4` t 41'1t�irax: Contr Reg No.: wow- Q�5Vwl�iti lifgte: 1 /'( cpi 6 Tukwila Business License No.: vus ,, 09p s ii if HnApplintionslForns-Applicatiorn On Line \2011 Applications \Pe mit Application Revised - 8-9-1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: weftCtummikkt' i am• 0\ Architect Name: zostetriVa►tj O C(do goo,v4A4 Address: S40i�r KT"' ' L _ a-.1 00 / State: TA. Zip: 4, City:cloicolaja 045/ Phone: Fax: Email: ENGINEER OF RECORD Company Name: .1• a p 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: Vit t_ - A e.vety Ilvtt.. Address: Z 3 i N. t,�,(P 4L Fwp J• City: x"tb vvilovviq Stater L Zip: BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contracto(s bid price): $ 520i11,5 Describe the scope of work (please provide detailed information): *+t) €-X-) 'ph C, LA It: tn.o, y C hoc - 10A-4 to -CAI; v 0 pi 5 r re-401.0Velii D tex 5 i")°( *11(13k-42-5 r"Q—GfAkotce.A I ptt,tvv-joi Existing Building Valuation: S /125, Z ° e-A-e-GAI. Cal in)e) k._ )or Will there be new rack storage? Yes C].. No If yes. a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l" Floor 2"d Floor 31" Floor Floors I thru 1, , 9 c ,)0 CO VA' a 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 tsq ft): Floor arca 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 gNo 11"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gSprinklers Er Automatic Fire Alarm .... None 0 Other (specify) Will there he storage or use of flammable. combustible or hazardous materials in the building? 0 Yes '0 No if "yes', attach list of materials and storage locations on a separate 8-I '2" x I I paper including quantities anditfaterial Safety Data Sheets'. SEPTIC SYSTEM n On -site Septic System For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H Applications Focrns-Applteations On lane 201 I Applicat lens Perrnn Application Revised - I I does Rev lied August 2011 hh Page 2 44 s Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0...Water District #125 ❑ ...Water Availability Provided 0 .. Highline ❑ .. Renton Sewer District 00 Tukwila 0...Valley View ❑ .. Renton ❑ . Seattle ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided Se tic 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 .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that aoolv): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. 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 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 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 W.Applieatiois\Fonns-Applications On Line12011 ApplicatiormPamit Application Revised - 8.9-I I.doct 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Mailing Address: HOR AGENT: TA'I v`Y" Day Telephone: City Date: Gib l`7 ZOb OS Oil Liz. - State Zip H:.Apphwnonv Porno .Applications 6n Line 201 I Applicat ioPmnit Application Revised - 5-4- I I.doa Revised. August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila 29Ob Receipt Number R2327 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $631.88 D14-0146 Address: 360 CORPORATE DR N BLDG 10 Apn: 2623049144 $631.88 DEVELOPMENT $581.13 PERMIT FEE R000.322.100.00.00 0.00 $576.63 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $50.75 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2327 R000.322.900.04.00 0.00 $50.75 $631.88 Date Paid: Tuesday, June 10, 2014 Paid By: CEC EDUCATIONAL SERVICES Pay Method: CHECK 1000914572 Printed: Tuesday, June 10, 2014 4:33 PM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS Per ACCOUNT QUANTITY PAID 6� 659.78 $659.78 $659.78 $659.78 4 4 dress: 360 CARP B,I DEVELOPMENT 59.78 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R2105 R000.345.830.00.00 Date Paid: Tuesday, May 13, 2014 Paid By: CEC EDUCATIONAL SERVICES LLC Pay Method: CHECK 913380 Printed: Tuesday, May 13, 2014 8:29 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS Permit: ACCOUNT QUANTITY PAID �438.42 $438.42 $438.42 $438.42 D 4.-B1 Address: 360 N BLDG 10 Apn: 2623049144 DEVELOPMENT PERMIT FEE TOTAL FEES PAID BY RECEIPT: R2107 R000.322.100.00.00 .42" Date Paid: Tuesday, May 13, 2014 Paid By: CEC EDUCATIONAL SERVICES LLC Pay Method: CHECK 913380 Printed: Tuesday, May 13, 2014 8:33 AM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECT N0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 , Permit Inspection Request Line (206) 431-2451 4.-oI4CP Project: Type of nspection: Address: 3(o0 tIoJ4-".:l& Date iced: SpecialInstruction . 10 Date Wanted: ): --Z 1--- t / fin., p.m. 'Requester: Phone No: QApproved per applicable codes. EJCorrections required prior to approval. COMMENTS: 1A St Pc e� D4 /(u A,-, 4 t .--/ Ins Date pe or: C REINSPECTION FEE REQUIRED. Prior to next inspection, fee must e paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN P PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 4g-ar4k. Project: i LP rlP (pJ Type of inspectio : V1 Ni --SJs.Ce-( Address: (c,o GOr po Are Date Called: SpetTal Instructions: Date Wanted: / Requester: Phone No: Approved per applicable codes. aCorrections required prior toy approval. COMMENTS: refAA‘Tr cdskipigP j Inspector: Date: —11 REINSPECTIO IRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cajt 3a schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: L Lof.Obty 3LLU Type 9f S(, Inspection: . -F, A, F' - - A . Address: 3 Gp Co rQ o r„ or Contact Person: Suite #: „/c51 Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:,° Inspector:' i Date: 8(1. ((4 Hrs.: i j ? n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: T.F.D. Form F.P. 113 Notation: PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0146 DATE: 05/13/14 PROJECT NAME: LE CORDON BLEU CULINARY SCHOOL SITE ADDRESS: 360 CORPORATE DR N — BLDG 10 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: P3 Or( O cAC I ILI Building Division 111 C tie 9 Public Works OIL Fire Prevention Structural n Dec/ - og.Ic I ci Planning Division IR Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 05/15/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 06/12/14 Approved with Conditions 14 Denied (corrections entered in Reviews)p (ie: Zoning Issues) ttee,- reA \ i eS/Vt'S PY1c IA S REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Howard S Wright Page 1 of 2 4:14h. Washington State Department of Labor & Industries Howard S Wright Owner or tradesperson Balfour Beatty Const Group Inc Principals Balfour Beatty Const Group Inc, PARTNER/MEMBER Burns, Glenn Stephen, MANAGER Layman, Mark William, MANAGER Van Cleave, Robert Corwin, MANAGER Corporation Service Company, AGENT 501 Eastlake Ave E, ste 100 SEATTLE, WA 98109 206-447-7654 KING County License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. HOWARSW863BG Effective — expiration 01/07/2014— 01/07/2016 Bond Travelers Cas and Surety Co of America Bond account no. 106022996 Received by L&I 01/07/2014 Insurance Zurich American Ins Co Policy no. GL0647668400 Received by L&I 01/07/2014 Active. Meets current requirements. $12,000.00 Effective date 01 /01 /2014 Expiration date Until Canceled $3,000,000.00 Effective date 10/01/2013 Expiration date 10/01/2014 Savings https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602435187&LIC=HOWARSW863BG&SAW= 06/20/2014 A C HI J T T r f 1 T 1 T L LE CORDON BLEU CULINARY SCHOOL: SEATTLE 7 6 3 360 CORPORATE DRIVE NORTH, BUILDING 10 TUKWILA, WA 98188 DWG. NO. TITLE DRAWING DISTRIBUTION SCHEDULE • Q ❑ ii ISSUED ISSUED ISSUED ISSUED AS AS FOR AS FULL SKETCH FULL INFORMATION SHEET SHEET ONLY WITHOUT REVISIONS ISSUED FOR LANDLORD APPROVAL ISSUED FOR PERMIT 0 N 2 0 N N GENERAL GO-00 GENERAL NOTES, CODE SUMMARY, LOCATION MAP, PLANS GO-01 LIFE SAFETY: BUILDING 10 • ARCHITECTURAL A1-01 BUILDING 10 FLOOR PLAN & RCP A8-01 PARTITION TYPES & DETAILS; DOOR & HARDWARE SCHEDULE AND DETAILS; FINISH SCHEDULE A8-02 TYPICAL CEILING DETAILS ABBREVIATIONS ACOUS. A.C.T. ADH. ADJ. A.F.F. ALUM. ALT ANOD. ANCH. ANNUNC. A.P. APPROX. ARCH. ASPH. ASST ASSY AUTO. B/ BB BD BITUM. BLDG BLK BLKG BM B.M. BOT BR. BRG BSMT B.T.B. B.U.R. CAB. C.B. CEM. C.G. CIRC. C.L. CLR CLG CLO. CM CMU C.O. COL. CONC. CONF. CONN. CONSTR. CONT. CONTR. COORD. DORR. CPT C.J. C.T. CTR CTSK CCTV CU C.W. ACOUSTICAL ACOUSTICAL CEILING TILE ADHESIVE ADJUSTIBLE ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ANODIZED ANCHOR ANNUNCIATOR ACCESS PANEL APPROXIMATE ARCHITECTURAL ASPHALT ASSISTANT ASSEMBLY AUTOMATIC BOTTOM OF BASEBOARD BOARD BITUMINOUS BUILDING BLOCK BLOCKING BEAM BENCHMARK BOTTOM BRICK BEARING BASEMENT BACK-TO-BACK BUILT-UP ROOFING CABINET CATCH BASIN CEMENT CORNER GUARD CIRCULATION CENTERLINE CLEAR CEILING CLOSET CENTIMETER CONCRETE MASONRY UNIT CLEANOUT COLUMN CONCRETE CONFERENCE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORRIDOR CARPET CONTROL JOINT CERAMIC TILE CENTER COUNTERSUNK CLOSED CIRCUIT TELEVISION CUBIC COLD WATER DBL. DEG. DEM. DEPT DIA. DIAL. DIFF. DIM. DISP. DIV. DN D.O. D.P. DR D.S. DTL D.W. DWG E. EA. EL. ELAS. ELEC. ELEV. EMER. ENCL. ENGR ENT. E.J. E.O. E. PNL EQ. EQUIP. E.W.C. EXC. EXH. EXIST. EXP. EXPO. EXT. F. F/ F.A. F. BR. F.C. F.D. FDN F.E. F.E.C. F.H.C. F.H.M.S. F.H.R. FIN. FL. FLEX. FLUOR. FPRF FT F.T.F. FTC F.T.R. FURN. FURR. FUT. DOUBLE DEGREE DEMOLISH DEPARTMENT DIAMETER DIAGONAL DIFFUSER DIMENSION DISPENSER DIVISION DOWN DOOR OPENING DAMPPROOFING DOOR DOWNSPOUT DETAIL DISTILLED WATER DRAWING EAST EACH ELEVATION ELASTOMERIC ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE ENGINEER ENTRANCE EXPANSION JOINT ELECTRICAL OUTLET ELECTRICAL PANEL EQUAL EQUIPMENT ELECTRIC WATER COOLER EXCAVATION EXHAUST EXISTING EXPANSION EXPOSED EXTERIOR FABRIC FACE OF FIRE ALARM FACE BRICK FOOT CONTROL FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FLAT HEAD MACHINE SCREW FIRE HOSE RACK FINISH FLOOR FLEXIBLE FLUORESCENT FIREPROOF FOOT(FEET) FACE TO FACE FOOTING FIN TUBE RADIATION FURNISH FURRING FUTURE GA. GALV. GEN. GL. GND G. PL. GR. G.T. G.W.B. H.B. H.C. HDWD HOW. H.M. H.O. HORIZ. H.P. HR HT HTG H.V.A.C. H.W. HYD. I.D. IN. INCAND. INCL. INSUL. INT. INTERM. INV. EL. JAN. J.C. JT K.D. K.O. KIT. K.S. LAM. L AUN. LAV. LB(S). L.F. L.H. LKR L.P. LT LTWT M. MACH. MAINT. MAS. MATL MAX. M.C.B. MECH. MEMB. MEZZ. MFR M.H. MIN. MISC. MM. M.O. MOV. MTD GUAGE GALVANIZED GENERAL GLASS GROUND GYPSUM PLASTER GRADE GREASE TRAP GYPSUM WALL BOARD HOSE BIB HOLLOW CORE HARDWOOD HARDWARE HOLLOW METAL HOLD OPEN HORIZONTAL HIGH POINT HOUR HEIGHT HEATING HEATING, VENTILATING, AND AIR CONDITIONING HOT WATER HYDRANT INSIDE DIAMETER INCH(ES) INCANDESCENT INCLUDE(D) INSULATION INTERIOR INTERMEDIATE INVERT ELEVATION JANITOR JANITOR'S CLOSET JOINT KNOCK DOWN KNOCK OUT KITCHEN KNEE SPACE LAMINATED LAUNDRY LAVATORY POUND(S) LINEAR FOOT LEFT HAND LOCKER LOW POINT LIGHT LIGHTWEIGHT METER MACHINE MAINTENANCE MASONRY MATERIAL MAXIMUM METAL CORNER BEAD MECHANICAL MEMBRANE MEZZANINE MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MILLIMETER MASONRY OPENING MOVEABLE MOUNTED MTG MTL MUL. N. N.I.C. NO. NOM. N.T.S. MOUNTING METAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE O.A. OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER O.F.D. OVERFLOW DRAIN OFF. OFFICE OF/CI OWNER FURNISHED/ CONTRACTOR INSTALLED O.H. OVERHEAD OPNG OPENING OPP. OPPOSITE OPP. H. OPPOSITE HAND P.A. PUBLIC ACCESS PAV. PAVING P.C. PRE -CAST P.F. PANEL FABRIC PL. PLATE P. LAM. PLASTIC LAMINATE PLAS. PLASTER PLBG PLUMBING PLWD PLYWOOD PNT PAINT PNL PANEL POL. POLISHED PR PAIR PROP. PROPERTY P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH PTD PAINTED PTN PARTITION P.T.S. PNEUMATIC TUBE STATION PT POINT Q.T. QUARRY TILE QTY QUANTITY R. RECEP. REINF. R/W RAD. R.B. R.C.P. R.D. R.H. REC/ REF. REFR. REQD RESIL. REV. RFG RM R.O. S. SAN. S.C. SCHED. RISER RECEPTION REINFORCING RIGHT-OF-WAY RADIUS RUBBER BASE REFLECTED CEILING PLAN ROOF DRAIN RIGHT HAND RECESSED REFERENCE REFRIGERATOR REQUIRED RESILIENT REVISION ROOFING ROOM ROUGH OPENING SOUTH SANITARY SOLID CORE SCHEDULE S.D. SECT. SECUR. S.F. S.G.T. SHR SHT SIM. S.P. SPEC. SPKR SPRINK. SQ. S. SK. S. ST. STA. S.T.C. STD STL STOR. STRUC. SUSP. SWBO. SYM. T. T/ T&B T&G TEL. TEMP. TER. T.F.T. THK TLT TOPO. T.V. TYP. UNEXC. UNF. U.N.O. UR. UTIL. V.C.T. VENT. VERT. VEST. V.I.F. VOL. V.T. V.W.C. W. W/ W/O W.C. WD W.F. W.H. WI. WIN. W.M. WPFG WSCT WT W.W.F. YD SOAP DISPENSER SECTION SECURITY SQUARE FOOT (FEET) STRUCTURAL GLAZED TILE SHOWER SHEET SIMILAR STANDPIPE SPECIFICATION SPEAKER SPRINKLER SQUARE SERVICE SINK STAINLESS STEEL STATION SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SWITCHBOARD SYMETRICAL TREAD TOP OF TOP & BOTTOM TOUNGE & GROOVE TELEPHONE TEMPERED TERRAZZO TERRAllO FLOOR TILE THICK TOILET TOPOGRAPHY TELEVISION TYPICAL UNEXCAVATED UNFINISHED UNLESS NOTED OTHERWISE URINAL UTILITY VINYL COMPOSITION TILE VENTILATION VERTICAL VESTIBULE VERIFY IN FIELD VOLUME VINYL TILE VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WIDE FLANGE WATER HEATER WROUGHT IRON WINDOW WIRE MESH WATERPROOFING WAINSCOT WEIGHT WELDED WIRE FABRIC YARD SYMBOLS LEGEND NOTE: SEE CONSULTANT DRAWINGS FOR ADDITIONAL SYMBOLS SHEET IDENTIFIER: A O1 -SHEET SEQUENCE * SERIES NUMBER DISCIPLINE LETTER NORTH ARROW: DETAIL TARGETS: DETAIL NO. SHEET NO. COLUMN DESIGNATION SYMBOLS: A-1 STARTS AT 1 LOWER LEFT j CORNER NUMBERS - HORIZONTAL LETTERS - VERTICAL ELEVATION MARKS: VERTICAL HEIGHT: FOR ELEVATIONS AND SECTIONS SECOND FLOOR SPOT ELEVATION EXISTING ELEVATION EL. - •10'-0" SECOND FLOOR EL. - +10'-0" SECOND FLOOR EL. = •10'-0" INTERIOR ELEVATION TARGETS: ELEVATION DETAIL NO. A6-01 SHEET NO. INTERIOR WALL IDENTIFIER: NEW WALL �i I I -- EEXISTING WALL PARTITION TARGETS: PARTITION TYPE SEE A8 SERIES DWGS. HEAD DETAIL SEE A8 SERIES DWGS. ROOM IDENTIFIERS: OPEN 4 OFFICE AREA 100 j< ROOM/ AREA NUMBER ROOM/ AREA NAME DOOR IDENTIFIERS: DOOR NO. 100 CORRESPONDS TO ROOM NO. (100ALPHABETIC DESIG. FOR MULTIPLE DOORS TOILET ROOM ACCESSORY TAG: GB1< REFERS TO LEGEND: GRAB BAR DRAWING REVISION IDENTIFIER: SHEET SPECIFIC REVISION NO. BUBBLE AT AREAS OF REVISION FINISH PLAN TARGETS ,,FINISH MATERIAL - SEE SCHEDULE LINE INDICATES CHANGE IN FINISH ROOM FINISH TAG ROOM NUMBER FLOOR BASE CLG. WALL PROJECT DATA PROJECT LOCATION: PROJECT DESCRIPTION: ZONING USE: OCCUPANCY GROUP: CONSTRUCTION TYPE: FIRE PROTECTION: GROSS FLOOR AREA OF TENANT IMPROVEMENT WORK: SEISMIC DESIGN CATAGORY: EFFECTIVE CODES: BUILDING •10 1st FLOOR SOUTHCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH, TUKWILA, WA 98188 INTERIOR RENOVATIONS TO EXISTING CULINARY SCHOOL. SCOPE OF WORK INCLUDES NEW NON -LOAD BEARING INTERIOR PARTITIONS, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. TUKWILA URBAN CENTER - CONDITIONAL USE PERMIT PER TUKWILA COMMUNITY DEVELOPMENT L07-045 BUSINESS (B): EDUCATIONAL OCCUPANCY FOR STUDENTS ABOVE THE 12th GRADE VA - EXISTING SPRINKLERED 922 SF D BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE WITH TUKWILA MUNICIPAL CODE AMENDMENTS FIRE CODE: 2012 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS. 1 ELECTRICAL CODE' NATIONAL ELECTRICAL CODE iMECHANICAL CODE:Itet!' INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS v PLUMBING CODE: 2QelPUNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS. ENERGY CODE: AK* WASHINGTON STATE ENERGY CODE HANDICAP ACCESSIBILITY: SEE 2012 IBC 2Ooq LOCATION MAP REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2 14 City of T Ira BUILDING D !SION SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila �l,ilt.O1 3G D1V1SION_ REVISIONS No changes shall be made to the scope of work ‘vithout prior approval of Tu';vJita E1 gilding Division. Ur-7f wit roqui;0 a new plan submittal I - . , � :1~' de additional plan review fees. CAMPUS PLAN 1, `AREA OF WORK BUILDING 10 • PROJECT TEAM: CLIENT CAREER EDUCATION CORP. 231 MARTINGALE ROAD SCHAUMBURG, IL 60173 847.585.2096 CONTACT: JEFFREY BRIM ARCHITECT VALERIO DEWALT TRAIN ASSOCIATES INC. 500 NORTH DEARBORN, 9TH FLOOR CHICAGO, ILLINOIS 60654 312.260.7339 CONTACT: CHRISTINE ROSENBERG KITCHEN EQUIPMENT EDWARD DON & COMPANY - ST. LOUIS FOODSERVICE EQUIPMENT DIVISION 9801 ADAM DON PARKWAY WOODRIDGE, IL 60517 708.883.8276 CONTACT: SUSAN PETZEL GENERAL CONTRACTOR HOWARD S. WRIGHT CONSTRUCTORS 501 EASTLAKE AVE E. SUITE 100-A SEATTLE, WA 98109 206.447.7686 MEP DESIGN BUILD UNDER THE G.C. FIE E COPY Permit Na ► I --0 ( ' Plan review approval Is subject to errors and ins. Approval of construction documents does not authr z9 the violation adopted code or ordinance. Recept of Copyaedconditions is agedAC)K 6764 k Dair (,,/ix)1 City Of Tblavila BUILDING DIVISION CORPORATE MOVE SOW CORPORATE OHNE SOUTH rJ 6 4 -40 CAMPUS KEY PLAN ISSUE ISSUED FOR PERMIT 5/9/2014 LANDLORD APPROVAL 3/14/2014 NO. ISSUED FOR DATE PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG KATE TANS PROJECT NUMBER VDTA 14014.00 PROJECT NAME AND ADDRESS LE CORDON BLEU: SEATTLE 7477 H M. VALERIO STATE OF WASHINGTON SOUTHCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH BUILDINGS # 10 TUKWILA, WA 98188 SHEET TITLE GENERAL NOTES, LOCATION MAP, PLAN RECEIVED CITY OF TUKWILA SHEET NUMBER PERMIT CENTER B10-GO-OE A 1_ c 1 J NIRKLER 0OULEVARO 7 H H A 7— LIFE SAFETY SYMBOLS RATING DESIGNATIONS: MAXIMUM EXIT TRAVEL DISTANCE: - - - - - - - - - - - 1-HOUR RATED --------'-------- CONSTRUCTION 2-HOUR RATED MAXIMUM DEAD-END CORRIDOR: EGRESS CAPACITY: CONSTRUCTION X'-X" MEANS OF EGRESS ACTUAL TRAVEL DISTANCE EXIT WIDTH (INCHES) OCCUPANCY LOAD*DIRECTION OF TRAVEL XX EXIT DESIGNATOR LOCATION POINTS OF IN DIRECTION TRAVEL OCCUPANT OF CAPACITY EXIT WAY GENERAL NOTES 1. 2. PROVIDE REFER & SPECIFICATIONS. PROVIDE SIGN EXIT TO TACTILE LOCATIONS ELECTRICAL SIGNAGE EVERY 100' OF TRAVEL. DWG'S FOR LOCATIONS SIGNAGE AT ALL EXIT (BY SIGNAGE VENDOR) OCCUPANCY LEGEND vv 00 o oS 'boa ho gooOS boo 00 vJvv °Qoo/%OQooQ �o ° ��°08 on :pNks g��o boo 00 c vvv �08 i Q ° CLASSROOMS OCCUPANCY LOAD FACTOR -20 i it V I SCHOOL SHOPS & VOCATIONAL ROOMS OCCUPANCY LOAD FACTOR -50 r"--- -- > >j> OFFICE 569 SQ. FT. OCCUPANCY LOAD FACTOR -100 1111 IIII I-1 = I II _ STORAGE 392 SQ. FT. - OCCUPANCY LOAD FACTOR -300 —11 ACCESSORY USE, FIXED EQUIPMENT CORRIDOR/NON HABITABLE AREA OCCUPANCY COUNT TOTAL OCCUPANCY TOTAL OCCUPANCY FIRST FLOOR 104 SECOND FLOOR (NIC) 14 TOTAL OCCUPANT LOAD 218 PLUMBING FIXTURE COUNT • • • • FIXTURES E U ES FIXTURES • PER FIXTURES PERSON REQUIRED PROVIDED MEN'S ROOM_ atOSET_S--- 3:36-55*1(PER 50) 3 4 WATER URINALS 2 2 LAVATORIES 1 PER 2 W.C. 3 6 WOMEN'S ROOM WATER CLOSETS 3:36-55*1(PER 50) 5 6 LAVATORIES 1 PER 2 W.C. 3 6 DRINKING FOUNTAINS WATERSTATIONS NOT REQUIRED PER AMENDED SECTION 2903.4 OF THE INTERNATIONAL BUILDING CODE. DRINKING WATER PROVIDED IN EACH KITCHEN. 7— OL=.84 REVIEWED FOR v�DE COMPLIANCE APPROVED MAY 2 2014 City 0f Tukwila BUILDING DIVISION OL=19.6 H J ;74:::: W,'e4444, e`�'is► IpowhiWyA!;:;;;Arg* Otr ie po':e#,=;:1=ye � c 72 360 IA SCALE: 1/8" = 1'-0" It/ l0l��ihl/j1� jliltll��ll �l�h�t��t� 11���t1/���/j�! l II 1.. !°- l l l �� I 1 001 1( I�II�.C�.�(�IIIIj1111j1(1: j1 �i(111 le�i�l 1�11,!�11i1►��„ ,�1�III�IIIt11 ���! �Il'�Il�l� jl�lj Jljlt p ��I� 111 i f' ;.�...;:0400:10,010 h(hII l�I l��1 141I,�wll���ll ��it��l�l� lit ry 11`� 1��111�(I 11I t11��l jl/l�ll!� jlhl, ..... ®1(�I( Ijl�ll It �1 /111� 'jlW00° lll(11 �/ Ill lljlll 1i1�11 jll�ll��111 IISII rIIIj11 jl�l lj�lll/�Iljl�/ l� 1jllll1jj 011101h free li B I 0 FIRST FLOOR LIFE SAFETY PLAN 800c°08cN%Qoo0°08o �0868p0086Bp0�°°6° so • ° 0b°°Q 0 �,,,A ° �60 0 ° Q9,0 i° 0 008 .81,e 008�0 o080O0 ooc°°080o8°°0800 e ooe oe1 oe 9 o°o°8Q o°o°8g o°o°� o°o° ° o 0 0 0 8o° °8o° °go° g°go°s° o � �0°°�OS°ro°�0 Wlegg �0 0°o)000° 0000 00o°0 °•'oBpO�°o8°°�°oSo�- �o�,•.„000 �gc o�ro�, °o•. °088 :887: 88w ooi�. boo •` 00� 0�0�oB:�O ooBpOo°• '; �8'., o° • 00° 00 og o8°oS�°�8_c 00800088Q0oo880: SpO•�oco,oBpO�(�BpC oSpO�°Soo•.% 0°088o°oBB,o°o88 0°08 0°08: �°ro °����0��0ro °ro�COo'� �o �o �o�oo 00.• °oQ °o °o °o °o FooB Deb Doe �o08q�0088D0088Do:A —1— 1 !EXISTING ,,,/SPRINKLER ROOM • • • • • • • OL- 20 72 360 DEMO NEW LAB 102 00 °° o0 00 ° ° o s ' �o 00°0 00°0 00°0 00°0° 00°0° 0000;.� O�°0oo°Ooo�OOoo�'°obocO000�'°000�" moQQ...�°.9.SQf.._o9.S.Q...�o? 00 00 �. o�Qts . � ,S8�oo88�ooS� 922 SF OL= 47 AREA OF WORK r 1........: J 72 360 RECEIVED CITY OF TUKWILA MAY 1 3 2014 PERMIT CENTER 8 7 6 4 3 2 s i CAAPQR TE ORM SAA?A 'coma oaaLtun CAMPUS KEY PLAN ISSUE ISSUED FOR PERMIT 5/9/2014 LANDLORD APPROVAL 3/14/2014 NO. ISSUED FOR DATE PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG ROMINA TONUCCI KATE TANS PROJECT NUMBER VDTA I4014.00 PROJECT NAME AND ADDRESS LE CORDON BLEU: SEATTLE 9477 REGISTERED' ARCHITECT JOSEPH M. VALE' 'C�'' STATE OF WASEN;:i ; ti', SOUTHCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH BUILDINGS # 10 TUKWILA, WA 98188 SHEET TITLE BUILDING 10 LIFE SAFETY ANALYSIS AND OCCUPANCY LOAD CALCULATIONS SHEET NUMBER B1O-GO-01 L_ J A P 8 7 6 5 4 3 2 1 H 7— SOAP DISPENSER AND PAPER TOWELS BY OWNER HANDSINK, PROVIDED BY KEC INSULATE WATER SUPPLY AND DRAIN PIPES RECEPTACLES, TYP. MATCH EXISTING FACE PLATES CEILING MOUNTED CORD REEL 1/--- MARKER BOARD PROVIDED BY OWNER 7— UNDERCOUNTER REFRIGERATOR, PROVIDED BY KEC SPEED RACK, PROVIDED BY KEC 00 • 7 E SCALE: 1 /4" = I'-0" 3 E SCALE: 11 " = 1'-0" LC CENTER MARKERBOARD & CORD REELS AS INDICATED IN THE PLAN AND RCP BUILDING 10 NEW DEMO LAB ELEVATION DEMON LAB 3 5 10 Ij ..-..f s 7'-1" 10'-5" BUILDING 10 FIRST FLOOR ENLARGED FLOOR PLAN • NOTE: EXISTING MONITOR & CAMERA TO BE REMOVED AND RELOCATED TO EX. KITCHEN 104. PATCH AND PAINT AS REQUIRED AFTER EQUIPMENT REMOVAL. d /,s, f,•0' r'u �i'//'/'./%!i%%INIELFM?q,',,e4 NEW PAINT TO MATCH EXISTING AT NEW FULL HEIGHT WALL NEW BASE TO MATCH EXISTING AT NEW WALL s/:cusuui;.ss:�:s%sslii:czii",icuA EXISTING LIGHTING TO REMAIN. VIF NEW WALL PER WALL SCHEDULE. PAINT TO MATCH EXISTING NEW BASE TO MATCH EXISTING WHITE FRP S.S. BACKSPLASH 6" HIGH BUILDING 10 SECTION AA KITCHEN 104 COUNTER SCALE: 1 /4" = I'-0" —7- 3 J . 1.I 11 1, • NOTE: EXISTING MONITOR & CAMERA TO BE REMOVED AND RELOCATED TO EX. KITCHEN 104. PATCH AND PAINT/AS EQLJIRED AFT' / / EQ PM T/REMOVAL. / /' / MOVE EXIST' LIGHTING AND' PATCH X (STING GYP /SOFFIT/AS EQUIRED FOR NEW iW LOCATION NEW DEMO LAB 102 1 / / t ,40 PTZ EXISTING LIGHTING TO REMAIN. VIF ALIGN WALL WITH EDGE OF EX HOOD NEW WALL PER WALL SCHEDULE. PAINT TO MATCH EXISTING NEW BASE TO MATCH EXISTING 6 D SCALE: 1 /4" = I'-0" f, EXIST. L. 7 8 S.S. BACKSPLASH FULL HEIGHT AT RANGE BUILDING 10 SECTION KITCHEN 104 RANGE 7 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2014 City of BUILDING TukwilaDIVISION 'sy;u Ms'//ss,'�i '/;v /i a //,, r-n\ ill\\ 50" PLO I\ mot -I• IQ I \ CLO V B/ 50' TV EL. = 6'-0" AF •—ram;.. i/• BUILDING 10 FIRST FLOOR REFLECTED CEILING PLAN SCALE: %" = I'-0" ��r/ / s3 f15, 0: ,� r.�'�u% RECEIVED CITY OF TUKWILA MAY 1 3 2014 H KEY NOTES FURNITURE NOTES EQUIPMENT NOTES SECURITY & A/V NOTES a ate• ■ va�1. it �I I FLOOR PLANS 8( RCP SYMBOL LEGEND TAG FLOOR PLAN KEY NOTES EXISTING DOOR TO REMAIN O STAINLESS STEEL STOOLS BY OWNER'S FURN VEND O HAND SINK rA OWNER'S KEC. REFER JOIN PLUMBING DRAWINGS. G.C. TO INSTALL & PROVIDE BLOCKING IN WALL. O NEW AV CABINET BY OWNER'S AV/IT VEND. GC TO CORDINATE DATA DROP LOCATION. PROVIDE BLOCKING IN WALL AS REQUIRED FOR CABINET t ik®i CLGI 14 © 4 _ _ 1 d i 1CLO EL nv 11-01 -I LID D PTZ J SEC'. i _ 11 DUPLEX WALL RECEPTACLE (18" AFF UNO) PTZ CAMERA DEMO WALL AS REQUIRED FOR NEW CONSTRUCTION. NEW 2X4 CEILING TILE W/ EXIST. GRID THROUGHOUT. REMOVE EXISTING CEILING TILE AS REQUIRED. O NOT USED O MOBILE SPEED RACK OR WIRE SHELVING BY OWNER'S KEC. O NEW PTZ CAMERA BY OWNER'S IT/AV VEND. G.C. TO COORDINATE LOCATION AND IT/AV REQUIRMENTS. PROVIDE UNISTRUT SUPPORT FROM EXPOSED CEILING 1 12 CEILING MOUNTED DUPLEX RECEPTACLE SECURITY CAMERA DEMO DOOR AS REQUIRED FOR NEW CONSTRUCTION. NEW LIGHTING TO MATCH EXISTING THROUGHOUT. REMOVE EXISTING LIGHTING AS REQUIRED. © INSTRUCTOR DESK &CHAIR BY OWNER'S FURN VEND 3 O MOBILE S. ST. DEMO TABLE AND MIRROR BY OWNER'S KEC. 0 NEW CEILING MOUNTED LCD SCREEN BY OWNER'S AV/IT VEND. GC TO COORDINATE LOCATION AND PROVIDE POWER, DATA, AND SUPPORT AS REQUIRED. 2 13 QUADRUPLEX WALL RECEPTACLE (18" AFF UNO) CORD REEL NEW PAINT THROUGHOUT U.N.O. INCLUDE EX. DOORS & FRAMES EXIST. CEILING & LIGHITNG TO REMAIN THROUGHOUT. O BLOCK NG NO B REQU REDS FURN VEND O4 UNn GCDPROV DE DED ELEERCOUNTER ICE RECOEPTACLER BY O REFER TOCELEC DRAWINGS. O4 EXISTING CEILING MOUNTED PROJECTOR. 14 TELEPHONE/DATA OUTLET. 2 CABLE DROPS (18" AFF UNO) RECESSED FIRE EXTINGUISHER CABINET 6" BACKSPLASH CEILING MOUNT CORD REEL BY G.C. FOR INDUCTION BURNER BY OWNERS KEC. DED. 20 AMP RECEPTACLE. KH RETRACTABLE REEL ORB3-7DGA-J12F O NEW STUDENT CHAIRS O EQUIPMENT STORAGE CAGE BY OWNER'S KEC. 0 EXISTING PROJECTION SCREEN. F.E. 4 15 DATA OUTLET. 1 CABLE DROP. (18" AFF UNO) EXISTING FLOORING & BASE TO REMAIN NEW 2X4 CEILING TILE W/ NEW GRID THIS AREA. REMOVE ECISTING CEILING TILE & GRID AS REQUIRED. O TRASH CAN BY OWNER'S FURN VEND 6 O STAINLESS STEEL STUDENT TABLES BY OWNER'S KEC. 6 EXISTING AV CABINET PROVIDE RECEPTACLE, DATA OUTLET, JUNCTION BOX, AND 4" CONDUIT IN WALL STUBBED UP 3-4" ABOVE CEILING. OWNER'S IT/AV VENDOR TO PULL RAPID RUN CABLE BETWEEN PROJECTOR AND INSTRUCTORS DESK. HOME RUN TO IDF. COORDINATE WITH OWNERS IT/AV VENDOR. 5 16 CEILING MOUNTED DATA OUTLET. 1 CABLE DROP. NEW VINYL BASE TO MATCH EXISTING PROVIDE CORNER GUARD 0 EXISTING WHITE BOARD 0GC NEW 3 COMPARTMENT SINK BY OWNER. TO INSTALL &PROVIDE P.O.U. GREASE INTERCEPTOR 7 O GC TO PROVIDE W.M. FROM CEILING TO INSTRUCTOR STATION THIS WALL 6 17 SECURITY CARD READER WALL MOUNTED JUNCTION BOX. NEW MARMO FLOOR W/ NEW VINYL BASE. REMOVE EXISTING FLOORING & BASE AS REQUIRED ACCENT WALL THIS WALL O EXISTING TACK BOARD O STUDENT ADA TABLE BY OWNER'S KEC 1. ALL NEW COVERPLATES AND SWITCHES TO BE WHITE UNO. 2. ALL SECURITY CABLING PROVIDED AND INSTALLED BY OWNERS SECURITY VENDOR. PROVIDE CONDUIT STUBBED 3" TO 4" ABOVE CEILING AND PULL STRING. 3. ALL AV AND IT CABLING TO BE PROVIDED AND INSTALLED BY OWNERS AV/IT VENDOR. PROVIDE CONDUIT STUBBED 3" TO 4" ABOVE CEILING AND PULL STRING. 7 18 AUDIO VISUAL WALL MOUNTED JUNCTION BOX NEW SIGNAGE BY OWNER'S SIGNAGE VENDOR. EXISTING WINDOW TREATMENT TO REMAIN U.N.O. g EXISTING INSTRUCTOR DESK & CHAIR Og STORAGE SHELVING BY OWNER'S KEC U 19 AUDIO VISUAL CEILING MOUNTED JUNCTION BOX. EXIST. SHELVING PROVIDED BY OWNER. NEW FRP BEHIND SINK THIS WALL ONLY 0 NEW STUDENT DESK 9 20 DEDICATED RECEPTACLE EXISTING WALLS TO REMAIN I REMOVE MILLWORK AS REQUIRED & DEMO SINK.. PROVIDE (FINISHED ENDS AT EXISTING MILLWORK. I 11 EXISTING FURNITURE I I I I I I I I 10 21 6 5 4 tOPPDAkt 1REVi NNAYN 'Huta mom CAMPUS KEY PLAN ISSUE 1 ISSUED FOR PERMIT 5/9/2014 LANDLORD APPROVAL 3/14/2014 NO. ISSUED FOR DATE PROJECT TEAM 3 MARK DEWALT CHRISTINE ROSENBERG ROMINA TONUCCI KATE TANS 2 PROJECT NUMBER VDTA 14014.00 PROJECT NAME AND ADDRESS LE CORDON BLED: S EATT L E 7417 V*4444) JOSEPH M. E STATE OF WASHINGVALET - ^ REGISTERED ARCHITECT SOUTHCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH BUILDINGS # 10 TUKWILA, WA 98188 SHEET TITLE BUILDING 6 (B6) BUILDING 10 (B 10) SHEET NUMBER B1O-A1-01 J A B' F FINISH SCHEDULE FINISH LEGEND Item Manufacturer Model No. Style Color Notes METAL CG 4' STAINLESS STEEL CORNER GUARD McMASTER CARR 8144A18 3 1/2" X4' and 1/16" thick CG 8' STAINLESS STEEL CORNER GUARD McMASTER CARR 8144A18 3 1/2" X8' and 1116" thick GLASS GL-1 3/8" CLEAR TEMPERED WF-1 OPAQUE WINDOW FILM Llumar NRMW-P53 White Opaque FLOORING MARMO-1 BASE VB-1 2 1/2 COVED VINYL BASE JOHNSONITE AT MARMO CEILINGS ACT-1 2X4 LAY IN ACOUSTIC CLG MATCH EXISTING MATCH EXISTING WHITE EXISTING GRID TO REMAI GYP GYPSUM BOARD TYPE X PAINT PAINT P-1 WHITE FIELD PAINT BENJAMIN MOORE 2122-50 ICEBERG P-2 ACCENT WALL PAINT BENJAMIN MOORE TBD TBD NOTES GENERAL: ALL MATERIALS TO BE INSTALLED USING MANUFACTURER'S PREFERRED INSTALLATION METHODS ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR BASE WALLS CEILING NOTES N S E W MAT'L HEIGHT BUILDING 10 - 1ST FLOOR 102 NEW DEMO LAB EXIST EXIST P1 P1 P1 P1 EXIST NOTES: 1 PARTITION NOTES PARTITION TYPE DESIGNATIONS: A NON -RATED PARTITION B FIRE -RATED PARTITION C CHASE WALL D WALL FURRING E FIRE -RATED SHAFT WALL F CMU PARTITION G HIGH PERFORMANCE SOUND CONTROL PARTITION ABBREVIATIONS: GWB GYPSUM WALL BOARD MR MOISTURE RESISTANT SAB SOUND ATTENUATION BLANKET SAFB SOUND ATTENUATION FIRE BLANKET STC SOUND TRANSMISSION CLASS UL UNDERWRITERS LABORATORES INC. USG UNITED STATES GYPSUM ASSOCIATION PARTITION TYPE NUMERIC QUALIFIER PARTITION TYPE DESIGNATOR VY A3-1) HEAD DETAIL NUMBER PER SHEET A8-XX NOTE: WHERE NO DETAIL NUMBER OCCURS, SEE ARCHITECTURAL SECTIONS FOR DETAIL INFORMATION. GENERAL NOTES: 1. FOR ALL FINISH MATERIALS, SEE FINISH SCHEDULE. 2. SEE SPECIFICATIONS FOR DETAILED INFORMATION FOR PARTITON ASSEMBLY COMPONENTS AND INSTALLATION REQUIREMENTS. 3. SEE FLOOR PLANS AND INTERIOR ELEVATIONS FOR LOCATIONS OF CONTROL JOINTS. 4. ALL PARTITIONS ARE ASSUMED TO BE NON-LOADBEARING U.N.O. 5. PROVIDE BLOCKING AS REQUIRED FOR ALL FIXTURES, MILLWORK, ETC. COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS. 6. PROVIDE HORIZONTAL BRACING AS REQUIRED AT ALL CHASE WALLS. 7. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD AT CERAMIC TILE AND WET WALLS. 8. SEE LIFE SAFETY PLANS FOR LOCATIONS OF FIRE -RATED PARTITIONS. 9. FIRE -RATED PARTITIONS SHALL BE CONSTRUCTED PRIOR TO NON -RATED PARTITIONS. BUTT NON -RATED PARTITIONS TO FIRE -RATED PARTITIONS, TYPICAL. 10. ALL FIRE -RATED PARTITIONS SHALL CONFORM TO THE DESIGNATED TEST NUMBER. 11. PROVIDE ACOUSTICAL SEALANT AT SHAFTWALL PERIPHERIES AND PENETRATIONS WHERE THE SHAFTWALL ENCLOSES ELEVATORS OR RETURN AIR VENTS, AND INTERMITTENT PRESSURES UP TO 15 PSF ARE EXPECTED. 12. SEAL ENTIRE PERIMETER OF ALL STC-RATED PARTITIONS WITH ACOUSTIC SEALANT. 13. ALL STC-RATED PARTITIONS SHALL CONFORM TO THE DESIGNATED TEST NUMBER. 14. AT ALL STC-RATED PARTITIONS, RECESSED FIXTURES AND OUTLETS SHOULD BE STAGGERED ON OPPOSITE SIDES OF THE PARTITION ASSEMBLY AND OPENINGS FOR SUCH FIXTURES AND OUTLETS SHOULD BE CAULKED. 15. HEAVY WALL FINISHES, SUCH AS CERAMIC TILE, AND WALL -HUNG FIXTURES, SUCH AS LAVATORIES, CABINETS, ETC., SHALL NOT BE SUPPORTED ON RESILIENTLY MOUNTED WALLS. COORDINATE LOCATION OF RESILIENT CHANNEL SIDE OF PARTITIONS WITH ARCH'L DINGS. 16. ALL BLOCKING TO BE FIRE RETARDANT UNDERSIDE OF STRUCTURAL FLOOR/ROOF ACOUSTIC SEALANT BOTH SIDES PROVIDE J-BEAD AT GWB EDGE BOTH SIDES WHERE NO CEILING ASSEMBLY EXISTS BELOW CEILING RUNNER SECURED TO VALLEYS OF STEEL. FLOOR UNITS W/ STEEL FASTENERS OR WELDS SPACED MAX 12" O.C. TOP OF STUD SLIP JOINT: ATTACH GWB TO STUDS, NOT TO TOP TRACK PARTITION TYPE AS TAGGED ON FLOOR PLANS CEILING ASSEMBLY: SEE R.C.P. FOR LOCATION, HEIGHT AND DETAILS, TYP. SAB INSULATION AS REQUIRED, SEE PARTITION TYPES HEAD DETAIL - 9 3"=I'-0" NON -RATED PARTITION: HEAD AT STRUCTURAL FLOOR/ROOF • DESCRIPTION: NON -RATED / NON-LOADBEARING PARTITION METAL STUD SIZE(S): 3%' @ 16" 0.C. / @ 0.C. GYPSUM BOARD: 1 LAYER(S) @ %" THICK GYPSUM BOARD: 1 LAYER(S) @ %" THICK INSULATION: SAB TYPE @ THICK FIRE RATING: N/A TEST NUMBER: N/A STC RATING: N/A TEST NUMBER: N/A HEAD DETAIL: VARIES SILL DETAIL: 1C NOTES: %' TYPE "X" GWB BOTH SIDES. 25 GA. METAL STUDS. 6 MTL STUDS @ A2 COMPOSITE INTERIOR WALLS PARTITION TYPE - Al ♦ / / HEAD DETAIL - UNDERSIDE OF STRUCTURAL FLOOR/ROOF SLIP JOINT PROVIDE KICKERS OR BRIDGING ABOVE GYP. BD CEILING RUNNER SECURED TO VALLEYS OF STEEL. FLOOR UNITS W/ STEEL FASTENERS OR WELDS SPACED MAX 12" O.C. PARTITION TYPE AS TAGGED ON FLOOR PLANS CEILING ASSEMBLY: SEE R.C.P. FOR LOCATION, HEIGHT AND DETAILS, TYP. SAB INSULATION AS REQUIRED, SEE PARTITION TYPES 3"= I'-0" ti DESCRIPTION: NON -RATED / NON-LOADBEARING PARTITION METAL STUD SIZE(S): 3%" @ 24" 0.C. / @ 0.C. GYPSUM BOARD: 1 LAYER(S) @ %" THICK GYPSUM BOARD: 1 LAYER(S) © %" THICK INSULATION: N/A TYPE @ THICK FIRE RATING: N/A TEST NUMBER: N/A STC RATING: N/A TEST NUMBER: N/A HEAD DETAIL: VARIES SILL DETAIL: 3E NOTES: %" TYPE "X" GWB BOTH SIDES. 25 GA. METAL STUDS. PARTITION TYPE - A3 3"= I'-0" / N / UNDERSIDE OF STRUCTURAL FLOOR/ROOF SLIP JOINT LAP 48" SAB OVER CLG. AT RMS. TO RECIEVE SOUND INSULATION CEILING ASSEMBLY: SEE R.C.P. FOR LOCATION, HEIGHT AND DETAILS, TYP. PARTITION TYPE AS TAGGED ON FLOOR PLANS SAB INSULATION AS REQUIRED, SEE PARTITION TYPES HEAD DETAIL - I 3"= I'-0" NON -RATED PARTITION: HEAD DETAIL PARTITION TYPE AS TAGGED ON FLOOR PLANS SAB AS REQ'D, SEE PARTITION DETAILS MTL. RUNNER, ANCHORED TO FLOOR SLAB W/ STEEL FASTENERS SPACED 12" O.C. ACOUSTICAL SEALANT BOTH SIDES, TYPICAL FLOOR FINISH AND BASE PER FINISH SCHEDULE TYPICAL SILL DETAIL 8 7 DOOR AND FRAME SCHEDULE DOOR AND FRAME SCHEDULE DOOR NO. DOOR FRAME LABEL HARDWARE NOTES SIZE TYPE MAT'L FINISH GLAZ TYPE MATL FINISH DETAIL SET NO. KEYSIDE RM NO. WIDTH HEIGHT THKS HEAD JAMB SILL BUILDING 10 - FIRST FLOOR 104B 3'-0" 7'-0" 1 3/4" D1 WD PT - F1 HM PT 3L 3L - 2 101 WOOD HOLLOW CORE DOOR DOOR NOTES GEN COORDINATE REQUIREMENTS FOR DOORS TO PUBLIC AREAS WITH BASE BUILDING STANDARDS, AND LOCAL CODES 1 VERIFY ALL KEYING WITH BASE BUILDING STANDARDS PRIOR TO ORDERING HARDWARE HARDWARE SCHEDULE DOOR HARDWARE SCHEDULE SET QUANTITY ITEM MANUFACTURER MODEL FINISH COMMENTS SINGLE DOOR 1 1 1/2 PR HINGE HAGER BB1279 626 1 CLASSROOM LOCK SET SCHLAGE 06-L9070 630 1 OVER HEAD CLOSER LCN 4040 ALUM CLOSER W/ 90 DEG HOLD OPEN MTD ON NON CORRIDOR SIDE 1 FLOOR STOP IVES 436 US26D STOREROOM 2 1 1/2 PR HINGE HAGER BB1279 626 1 OVER HEAD CLOSER LCN 4040 ALUM CLOSER WI 90 DEG HOLD OPEN MTD ON NON CORRIDOR SIDE 2 KICKPLATE ARMOR PLATE ROCKWOOD J101 32D 1 FLOOR STOP IVES 436 US26D 1 STOREROOM LOCK SET SCHLAGE 06-L9480 630 E" T .a..EXISTING...DO - ETRO i T--I O : -CARD-- I €ER. 1--1;-2--P R HINGE. REUSE EASING ELE T ? N4G-L, C>KSE--T- SCH-LA:GE >: = 44D8OBR-EU-R'X. 6. REPLACE PMSTING :SET Q ERHEAD-CLOSER CQ-NF.RM-E- STIN 4 FLOOR STOP 4 CARD REA R 4 ELEC E 1=1ED HINGE .3SECURI-T-Y-H=N .ACTOR • 4 DOOR COI'NTACTDR EXIT CORRIDOR 4 1 1/2 PR HINGE HAGER BB1279 626 1 ELEC FIRE EMT HARDWARE VON 99-L-F-E996-17-FS E-SNB 625 1 RIM HOUSING FAL C953 629 1 SFIC CORE FAL CB807 625 1 SURFACE CLOSER LCN 4040 ALUM 1 SEALS NGP 5050B B RN SINGLE DOOR - NEW HARDWARE ON EXISTING DOOR 5 1 CLASSROOM LOCK SET SCHLAGE 06-L9070 630 REPLACE EXISTING HARDWARE W/ NEW 1 OVER HEAD CLOSER (VIF) LCN 4040 ALUM INSTALL ONLY IF NONE EXISTS 1 FLOOR STOP (VIF) IVES 436 US26D INSTALL ONLY IF NONE EXISTS DQQR IDENTIFIERS (AS SHOWN QN Al SERIES PLANS): DOOR NO. 00 CORRESPONDS TO ROOM NO. 0� ALPHABETIC DESIG. FOR MULTIPLE DOORS PANIC HARDWARE CARD READER ACCESS ACTUATOR - POWER OPERATED NOTE: TAGS ARE SHOWN ON SIDE OF DOOR WHERE HARDWARE/MECHANISM OCCURS GENERAL DOOR AND FRAME NOTES: 1. SEE DOOR SCHEDULE THIS SHEET FOR DOOR, FRAME AND HARDWARE DETAIL INFO, 2. ALL FIRE DOORS MUST HAVE AN ATTACHED LABEL. ALL FIRE DOOR FRAMES MUST HAVE EITHER AN ATTACHED OR EMBOSSED LABEL. 3. ONLY LABELED WIRE GLASS (NOT LESS THAN L' THICK) OR GLASS AS APPROVED BY LABELING AGENCY MAY BE USED IN FIRE -RATED DOORS. 4• PROVIDE 45 MIN. GLAZING AT ALL C DOORS. FRAME FfEARlIECYWIKS I F i c 0 0 0 DR. WIDTH HM FRAME FOR PAINT WD DOOR FOR PAINT 11 SINGLE ACTION TYP. DOOR DOOR TYPES SCALE: 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2014 City of Tukwila BUILDING DIVISION DR. WIDTH DOOR HEIGHT GLASS WINDOW WD DOOR FOR PAINT 2 FLUSH PAIR OF DOORS 6" X 6" X 4" DEEP JUNCTION BOX WITH BLANK COVER BY ELEC. CONTRACTOR 1/2" C. STUB INTO DOOR FRAME BY ELEC. CONTRACTOR 1/2" C. BY ELEC. CONTRACTOR SQ. ELECTRICAL BOX WITH 1-GANG VERT. RING BY ELEC. CONTRACTOR CARD READER BY SECURITY CONTRACTOR 5. • t,\ w H.M. FRAME CHANNEL STUD ANCHOR, WELD INSIDE FACE OF JAMB, TYP. METAL STUDS PER PARTITION TYPE r 1- w w V) CERAMIC TILE ON DISH ROOM SIDE OF WALL. CERAMIC TILE TO DIE INTO JAMB GYPSUM BOARD PER PARTITION TYPE PROVIDE FIRE-RETARDENT WOOD BLOCKING AS REQ'D SPOT GROUT AT NON -LABELED FRAMES GROUT SOLID AT LABELED FRAMES, TYP. TYPICAL H.M. DOOR JAMB 11 (HEAD SIMILAR) SCALE: 3" = 1'-0" 1 GYPSUM BOARD PARTITION SECURITY CABLE ROUTED BACK TO SECURITY HEAD END BY SECURITY CONTRACTOR FLUSH MOUNTED MAGNETIC DOOR CONTACT BY SECURITY CONTRACTOR 1/2" C. ROUTED THROUGH DOOR FRAME, PROVIDE PLASTIC BUSHING AT END OF CONDUIT BY EC ELECTRIC TRANSFER HINGE BY SECURITY CONTRACTOR SECURITY CABLE ROUTED THROUGH DOOR AND CONNECTED TO ELECTRIC LOCK BY SECURITY CONTRACTOR CARD READER DOOR E \ SCALE: 1/4" = I'-0" RECEIVED CITY OF TUKWILA MAY 1 3 2014 PERMIT CENTER 6 5 3 2 ISSUE ISSUED FOR PERMIT 5/9/2014 LANDLORD APPROVAL 3/14/2014 NO. ISSUED FOR DATE PROJECT TEAM MARK DEWALT CHRISTINE ROSENBERG ROMINA TONUCCI KATE TANS PROJECT NUMBER VDTA 14014.00 PROJECT NAME AND ADDRESS LE CORDON BLED: SEATTLE 7477 REGISTERED ARCHITECT JOSEPH M. VALERO STATE OF WASHINGTON SOUTNCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH BUILDINGS # 10 TUKWILA, WA 98188 SHEET TITLE WALL TYPES & DETAILS, DOOR & HARDWARE SCHEDULE & DETAILS, FINISH SCHEDULES SHEET NUMBER B1O-A8-01 P A B 8 7 6 5 H 4 3 2 H 1 12 GA. BRACING WIRE WITH MIN. 4 TIGHT TURNS IN 3" BOTH ENDS OF WIRE TYP. CROSS RUNNE DISTANCE FROM BRACING WIRES TO CROSS RUNNERS ACT T-BAR ATTACHMENT SCALE: N.T.S. COMPRESSION STRUT STUDS AT 12'-0"0.C. MAX SPACING EACH WAY, AS FOLLOWS: - 7'-0" MAX HEIGHT: 20-GAGE 2 1/2" DEEP X 11/4" WIDE STUD - 12'-0" MAX HEIGHT: 20-GAGE 3 5/8" DEEP X 2" WIDE STUD 12 GA. VERTICAL HANGAR WIRE AT 4'-0" EACH WAY WITH MIN. 4 TIGHT TURNS IN 3" BOTH ENDS OF WIRE F BACKING PLATE *8 SELF TAPPING SCREW STEEL STRAP 1" WIDE X 2" LONG X 12 GA. MIN. SPLAYED SEISMIC BRACE WIRE r) ACT BRACING WIRE @ WALL SCALE: 3" = I'-0" FIXED END J SEISMIC ANCHORAGE PLAN NOTE: ACT CEILINGS SUPPORTED BY SUSPENSION SYSTEM, TYP. U.N.O. - SEE USG DONN SUSPENSION SYSTEM PER ICC-ESR 1222. 1. TIE TWO ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER 2. INSTALL CLG. GRID USING NO. 12 GA. SPLAY WIRE HANGARS AT 45 , 90 DEG. TO EACH OTHER ( 4 WIRES ) BEGINNING 4'-0" FROM STARTING POINT OF GRID AND TILE LAYOUT IN BOTH DIRECTIONS AT 12'-0" 0.C. THEREAFTER 4'-0" 12'-0" MAIN -TEE FRAMING MEMBERS FIXED END HC 8" MAX.I: I • • • 1�/2"1 MIN. - o Z J1 W N I • • • FREE • `END o • r • EN Cil `` • • 1 ~ la.,1*CROSS ITEE FRiIu11NG MEMBERS. • • N • (D • z I I 40) ACT T-BAR SEISMIC FRAME & BRACE SCALE: N.T.S. 0 A D c� D� D D D D D L, UNDERSIDE OF STRUCTURE 0.138" DIA. HILTI X-CR (ICC-ESR 1663) SEE DETAIL 1A FOR COMPRESSION STRUT CRITERIA ATTACH STRUT TO MAIN RUNNER WITH 1/4" MACHINE BOLT MAIN RUNNER ACT COMPRESSION STRUT SCALE: 3" = I'-0" 12 GA. HANGER WIRE 0 W w w tx I F ACT CEILING SCALE: 3" = 1'-0" SET OF 4, 12 GA. BRACING WIRES ORIENTED 90 DEG. FROM EACH OTHER AT 12' X 12' 0.C. MAIN RUNNER CROSS RUNNER ACOUSTIC TILE, SEE FINISH SCHED WALL ANGLE WITH 2" HORIZ. LEG *10 SELF TAPPING SCREWS TO EA. STUD - POP RIVET CLG. RUNNERS AT NOT MORE THAN TWO ADJ. WALLS (AT RESTRAINED END ONLY) 0.,138" DIA. HILTI X-CR (ICC-ESR 1663) MIN. 4 TIGHT TURNS SPLAYED SEISMIC BRACE WIRE STL. STRAP 1" WIDE X 2'S LONG X 12 GA. (MIN.) REVIEWELJ rOR CODE COMPLIANCE APPROVED MAY 2 1 2014 City of Tukwila BUILDING DIVISION 5/B" MAX VERTICAL HANGER WIRE CLG. CLIP "HILTI" OR EQUAL Y4" X 20 GA. ACT VERT HANGER WIRE & 3 K BRACING WIRE TO DECK SCALE: N.T.S. CHANNEL MOLDING AT MAIN TEE ANGLE MOLDING AT CROSS TEE 12 GA. BRACING WIRE, TYP. 8" MAX 8" MAX c<> FASTEN INTO MOLDING AT PERIMETER, TYP, PAINTED DRYWALL CEILING SEE FLOOR PLAN FOR WALL TYPES, TYP. NOTE: DRYWALL CEILINGS SUPPORTED BY PRE-ENGINEERED SUSPENSION SYSTEM, TYP. U.N.O. - SEE USG DRYWALL SUSPENSION PER ICC-ESR 1222. GYP BD CEILING SCALE: 3" = 1'-0" 7 8 7 6 H 114 5 4 ISSUE 1 ISSUED FOR PERMIT 5/9/2014 LANDLORD APPROVAL 3/14/2014 NO. ISSUED FOR DATE PROJECT TEAM 3 MARK DEWALT CHRISTINE ROSENBERG ROMINA TONUCCI KATE TANS PROJECT NUMBER VDTA 14014.00 PROJECT NAME AND ADDRESS LE CORDON BLEU: S EATT L E ly JOSEPH M. VALEP i$ TATE OF WASHINGTON SOUTHCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH BUILDINGS # 10 TUKWILA, WA 98188 SHEET TITLE REFLECTED CEILING PLAN DETAILS RECEIVED 1 CITY OF TUKWILA SHEET NUMBER MAY 1 3 2014 PERMIT CENTER 111 0 Aa 02