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HomeMy WebLinkAboutPermit D14-0145 - LE CORDON BLEU CULINARY SCHOOL - TENANT IMPROVEMENTLE CORDON BLEU CULINARY SCHOOL 325 ANDOVER PARK W D14-0145 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: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 2623049143 Permit Number: D14-0145 Address: 625 ANDOVER PARK W BLDG 5 Issue Date: 6/20/2014 Permit Expires On: 12/17/2014 Project Name: LE CORDON BLEU CULINARY SCHOOL Owner: Name: SOUTHCENTER CORPORATE SQUAR Address: 150 CALIFORNIA ST , SAN FRANCISCO, IL, 94111 Contact Person: Name: ROMINA TONUCCI Phone: (312) 260-7335 Address: 500 N DEARBORN ST, STE 900 , CHICAGO, IL, 60654 Contractor: Name: HOWARD S WRIGHT Phone: (206) 447-7654 Address: 501 EASTLAKE AVE E, STE 100 , SEATTLE, WA, 98109 License No: HOWARSW863BG Expiration Date: 1/7/2016 Lender: Name: KITCHEN ACADEMY INC Address: 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: $199,154.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VA Fees Collected: $4,019.22 Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE 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 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 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 - ed this permit and know the same to be true and correct. All provisions of law and ordinances goy • 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: Print Name: PA.e.1c (.1VY1Irc2 Svv-u wl Date: La M/J L 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: 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: 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) 1: 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) 2: 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) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: 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) 7: 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) 8: 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) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" 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 be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 11: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 12: 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 1006.3.1) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: 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). 17: 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) 16: 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) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 19: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 21: 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. 22: 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) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: ***BUILDING PERMIT CONDITIONS*** 26: 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. 27: 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. 28: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 29: 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. 30: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 31: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 33: 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. 34: 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). 35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 36: 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. 37: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.lukwilaWA.gov Date Application. Accepted: Date Application Expires: Building Permit No. b 1— Project No. \5-(3-I'1 (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 �� BKing Co Assessor's Tax No.: 2(0 217b M C 9 f5 0 ? "( Site Address: (25 irl(DIC./ `p.o Y+ wl°, ' r5 Suite Number: V&A(4 Floor:004LS Tenant Name: LC %ofdOP% ( M (►Mttroiry SGM+0011 New Tenant: ❑ Yes live PROPERTY OWNER Name: Solottatitige Coplogaltw ut, Address:65 hiortc, !D' f City: TIINVIIA State: L t. Zip:fyT/ CONTACT PERSON — person receiving all project communication Name: gaol; '%4. 1POnv.Lt.i Address: $O0 .1 DitAiefeee^ t51.' 5Lt City:�� D State:.•.ii Zip: �� Phone: 1z.)2-133r' e3� Email: r ias,%,"j 1�,%1obN 40 4 4 . Le&lot GENERAL CONTRACTOR INFORMATION Company Name: ti0W4 _1 ' . vile `___�.o Address:50i eget... . e) Lt3c, 1O0 5-City: 4L State --um Zip:1E/Oq 1 Phone(.2 ri? tysy,.?`�Fax: I I Contr Reg No.: h� S�sEDate:, / •� / ,z `G Tukwila Business License No.: Q us'6�gt 51 `(0 It Applications Fortis -.Applications On Line 2011 Applicat,onsPetnit Application Revised - &9- I I.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name:v4`ole t c t, Teon Architect Name: ••30„�h v .kit d CGI O Re. Address: goo.Nw IilOrr► S4•. , a1.. too CityC .caiegO State: j Zip:410 Phone C31 2 m ax. Email: r.ibru•Kziab.'WOrd>` t.t • Lbl'el ENGINEER OF RECORD Company Name: -r8 D Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) -T� Name:t/.y_- ptI_,._ �/,..t �4 A.VIC•• Address: /.5' N. t t.Q Rd City: exi'►Atuwibwr^ State:0.1 Zip: SOD nZ Page I of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 15 _i Existing Building Valuation: $ IZ J913 J / 1 UO « Describe the scope of work (please provide detailed information): Sortie io l' renovations {b exist( 101 w)W .*'y (M ODl . Score. o f wont. t nc.L" M- v • "Moto of • $ 644 btokr:.l i hn " jolt"ions, v tcLvtrri u►t, piuw>,toirr 1 and t ciathtic."1 we♦lc. • Will there be new rack storage? ❑ Yes V.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC i" Floor 2"d Floor 3"r Floor Floors 1 thtu 4 0 0 VA 6 Basanertt 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 J No If -yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 'J Sprinklers Wr Automatic Fire Alarm ❑ .......None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'Ives'. attach list of materials and storage locations on a separate 8-12 " x ! ! " 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. 11: Appliationsforrns•Applications On Line2011 Applicatioi Pennil Application Revised - 8.9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 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 ❑ ...Water District # 125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View 0 .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. omitted with Application (mark boxes which aoplv); IUI ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) 0...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...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 ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...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 ❑ .. 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 0 ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H• Applications Forms -Applications On Line 2011 Applications .Permit Application Revised - 8-9.11.docx Revised. August 2011 bh Page 3 of 4 Mailing Address: 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). 1 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 O� R s R A HO' AGENT: 6114 1i4 Signature: / •' DDattee:I_Print Name: i INit)Day Telephone: WO 70(4.&62.." AvulzYt4 44e Cityfa -Them State Zip H: Applications Fornts-Applicaliotts On Lme?01 I Application Permit Application Revised - 8-9-I I.docs Revised: August 2011 Page 4 of 4 -. bh Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $4,019.22 D14-0145 Address: 625 ANDOVER PARK W BLDG 5 Apn: 2623049143 $4,019.22 DEVELOPMENT $3,901.14 PERMIT FEE R000.322.100.00.00 $2,361.60 PLAN CHECK FEE R000.345.830.00.00 $1,535.04 WASHINGTON STATE SURCHARGE 8640.237.114 $4.50 TECHNOLOGY FEE $118.08 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2104 R000.322.900.04.00 $118.08 $4,019.22 Date Paid: Tuesday, May 13, 2014 Paid By: CEC EDUCATIONAL SERVICES LLC Pay Method: CHECK 913380 Printed: Tuesday, May 13, 2014 8:27 AM 1 of 1 INSPECTION RECORD Retain a copy with permit . (4 - 14 INSPECTI0 N0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: Lt. �,vr�vaF l3 �rJ Type of Insperttion: c 1A*2. , n G A -- :liJA .- Addr ss: Z.5 , NioJ[j" kot) Date Called: Specia Instructions: / 'bate Wanted: `i .4 p.m. Requester: Phone No: Approved per applicable codes. [J Corrections required prior to approval. COMMENTS: erk;T i f e Date ,„ _ 14 1-1 REINSPECTION FEE REQUIRED. Prior to next inspection: fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permi IN T PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: i L 43, Slef Type of Inspe ion: 17. Add s : Date ed I� Spe I structions: bate Wanted: ,304 ..7 Requester: Phone No: • pla Approved_ per applicable codes. El Corrections required prior to approval. CO MENTS: mk_ `(, t 4-4� C - h' r h's �� fll , yfi "t-7.4it Date: )0_4. y ri REINS ECTION FEE R ; IRED. Prior to next inspection. fee must be paid at 6300 Southcente Btvd.. Suite 100. Call to schedule reinspection. Inspector: INSPECTION RECORD Retain a copy with permit INS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit inspection Request Line (206) 431-2451 Project: f' , n /eess: C-4, i al I P LJ Type Inspection: f ti A. t (1', j Ail over kV Date Called: Speelki Instructions: 7 \L Date Wanted: 2 `- - /l- <jam p-m. Requester. Phone No: JApproved per applicable codes. aCorrections required prior to approval. COMMENTS: 1`k c \ D2 S One_on 1 1 I u M4 t t� Sc.!. kir AC P� A Lk s� _- �vA Ins . or: Date: REINSPECI1IRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: C rotay... --tk cu, Type of Inspection: t=1 ed\ — eu,A1 Address: Suite #: (o L A Pw Contact Person: Special Instructions: Phone No.: Approved per applicable cod COMMENTS: I I Corrections required prior to approval. *mu,- Adeecce 2 d 466.44-41 Pis Et,r-e-r ( 44--rh / kJ G!N u Sd &ft N6--13 i+-7y, 74, 4s>c, f r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: .. Occupancy Type: Inspector: S 3 Date: 5 (?7) t `% Hrs.: i 6 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: City: Word/InspectionRecord Form.Doc Company. Name: State: Zip: T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER D'tI - G 1 qr /t/ -5- no le/—F- 161 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Type of Inspection: Address: /J� , Suite #: (00/5 ,4 AJ Go,n Ai. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: I I Corrections required prior to approval. ri ea Cy /7 / - .�� &-x• Needs Shift Inspection: Sprinklers: Fire Alarm: Hood,& Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector 1q3 . Date: EV/ -7/1 y Hrs.: / U' ri $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance DepartMent. CaII to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc #Company Name: Stale: 6/11/10 Zip T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER DID{ ^a(�5 f 4- 5 - \10 14-F-tb"t PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: LE �o pr ul U Type of Inspection: 1< ,- , c.0 .c • Address: (Z 5 Ate '-' -1t( Suite #: 1 , < 1 ''`' ' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: O I I Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:51 Date: Si tsi « Hrs.: fl $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reins ion. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: T.F.D. Form F.P. 113 City of Tukwila Department of Community Development May 20, 2014 ROM1NA TONUCCI 500 N DEARBORN ST, STE 900 CHICAGO, IL 60654 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0145 LE CORDON BLEU CULINARY SCHOOL - 625 ANDOVER PARK W, BLDG 5 Dear ROMINA TONUCCI, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • 1. Plan indicates new lighting. However the plan does not show existing lighting removed or relocated. For clarification specify any existing lighting removed or relocated. In addition, provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). 2. The effective codes specified on the front sheet need updating. Electrical codes are 2011 codes, Accessibility 2009 with all other codes IMC, UPC & WSEC are now 2012 codes. 3. This work shall require mechanical, plumbing and electrical permits. It is assumed these permits will be applied for however for clarification this information was not specified on the cover sheet. Specify on the cover sheet these related and separate permits shall be included in the TI. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, FileNo. D14-0145 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0145 DATE: 06/10/14 PROJECT NAME: LE CORDON BLEU CULINARY SCHOOL SITE ADDRESS: 625 ANDOVER PARK W - BLDG 5 Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator n 1 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 06/12/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 07/10/14 Approved with Conditions NI Denied (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0145 DATE: 05/13/14 PROJECT NAME: LE CORDON BLEU CULINARY SCHOOL SITE ADDRESS: 625 ANDOVER PARK W - BLDG 5 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: p►� CN9 O- t 51 I tI Building Division II Public Works pwC (Al 40IA os<<5.I9 Fire Prevention Planning Division Structural n Permit Coordinator ON PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/15/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required El Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/12/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (D/ l 0 / ) N Plan Check/Permit Number: b \ 1 - Q ❑ Response to Incomplete Letter # Er Response to Cokrection Letter # l ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: L e_ Nrdi.Ov, C y Sc,l� � a l -131d5 S Project Address: (D Z., Acinabv1-1 ` 4-114- \A) i NA") G- Contact Person: t\D Vv1 i v14 -TO Vl 1.&L U Phone Number: Summary of Revision: vu�t�dR� v tAz. \ v\-c-eff y c\- \ o �-� )(LQ- c bvytd lb (Ski , 41( c Ins► s 1nAvt- L U-® Qd oITYbCEWED TuKwitA /JUN 1 Q 2014 EMIT CEMER Sheet Number(s):'btu - Cw --00 f7c -CQO "Od I LDS -A1 -01 "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on Howard S Wright Page 1 of 2 C:1 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 Bums, 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 Active. Meets current requirements. 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. 106022995 Received by L&I 01/07/2014 Insurance Zurich American Ins Co Policy no. GL0647668400 Received by L&I 01/07/2014 $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 H J KI LE CORDON BLEU CULINARY SO H 00 L: SEATTLE 360 CORPORATE DRIVE NORTH, BUILDING 5, TUKWILA, WA 98188 DWG. NO. TITLE DRAWING DISTRIBUTION SCHEDULE • Q ❑ ISSUED ISSUED ISSUED ISSUED AS AS FOR AS FULL SKETCH FULL INFORMATION SHEET SHEET ONLY WITHOUT REVISIONS ISSUED FOR LANDLORD APPROVAL ISSUED FOR PERMIT ISSUED FOR PERMIT REVISIONS 03/14/2014 05/09/2014 • 0 CV 0 o GENERAL G0-00 GENERAL NOTES, CODE SUMMARY, LOCATION MAP, PLANS • • • G0-01 LIFE SAFETY: BUILDING 5 • ARCHITECTURAL A1-01 BUILDING 5 • • A7-01 BUILDING 5 REFLECTED CEILING PLAN A8-01 PARTITION TYPES & DETAILS; DOOR & HARDWARE SCHEDULE AND DETAILS; FINISH SCHEDULE A8-02 TYPICAL CEILING DETAILS • • ABBREVIATIONS ACOUS. ACOUSTICAL A.C.T. ACOUSTICAL CEILING TILE ADH. j ADHESIVE ADJ. ADJUSTIBLE A.F.F. 1 ABOVE FINISHED j FLOOR ALUM. ALUMINUM ALT ALTERNATE ANOD. ANODIZED ANCH. ANCHOR ANNUNC. ANNUNCIATOR A.P. ACCESS PANEL APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT ASST ASSISTANT ASSY ' ASSEMBLY AUTO. ' AUTOMATIC B/ BOTTOM OF BB BASEBOARD BD BOARD BITUM. + BITUMINOUS BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM B.M. BENCHMARK BOT BOTTOM BR. BRICK BRG BEARING BSMT BASEMENT B.T.B. BACK-TO-BACK B.U.R. BUILT-UP ROOFING CAB. C.B. CEM. C.G. CIRC. C.L. CLR CLG CLO. CM CMU C.O. COL. CONC. CONF. CABINET CATCH BASIN CEMENT CORNER GUARD CIRCULATION CENTERLINE CLEAR CEILING CLOSET CENTIMETER CONCRETE MASONRY UNIT CLEANOUT COLUMN CONCRETE CONFERENCE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR COORD. COORDINATE DORR. CORRIDOR CPT CARPET C.J. CONTROL JOINT C.T. CERAMIC TILE CTR CENTER CTSK COUNTERSUNK CCTV CLOSED CIRCUIT TELEVISION CU CUBIC C.W. COLD WATER DBL. DEG. DEM. DEPT DIA. DIAG. 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. FTG 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 __L GA. GALV. GEN. GL. GND G. PL. GR. G.T. G.W.B. H.B. H.C. HDWD HDW. 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. LAUN. 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 0.A. OVERALL O.C. ON CENTER 0.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. PAV. P.C. P.F. PL. P. LAM. PLAS. PLBG PLWD PNT PNL POL. PR PROP. P.S.F. P.S.I. PTD PTN P.T.S. PT PUBLIC ACCESS PAVING PRE -CAST PANEL FABRIC PLATE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD PAINT PANEL POLISHED PAIR PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINTED PARTITION PNEUMATIC TUBE STATION POINT Q.T. QUARRY TILE QTY QUANTITY R. RISER RECEP. RECEPTION REINF. REINFORCING R/W RIGHT-OF-WAY RAD. RADIUS R.B. RUBBER BASE R.C.P. REFLECTED CEILING PLAN R.D. ROOF DRAIN R.H. RIGHT HAND REC/ RECESSED REF. REFERENCE REFR. REFRIGERATOR REQD REQUIRED RESIL. RESILIENT REV. REVISION RFG ROOFING RM ROOM R.O. ROUGH OPENING S. SOUTH SAN. SANITARY S.C. SOLID CORE SCHED. 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/0 W.C. WD W.F. W.H. W.I. 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 TERRAllO 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: A1-01A A L SHEET SEQUENCE • SERIES NUMBER DISCIPLINE LETTER NORTH ARROW: DETAIL TARGETS: DETAIL NO. SHEET NO. *A4-01 COLUMN DESIGNATION SYMBOLS: A-1 STARTS AT LOWER LEFT CORNER NUMBERS - HORIZONTAL LETTERS - VERTICAL A ELEVATION MARKS: VERTICAL HEIGHT: FOR ELEVATIONS AND SECTIONS SPOT ELEVATION EXISTING ELEVATION SECOND FLOOR EL. - *10'-0" SECOND FLOOR KEL. - *10'-0" SECOND FLOOR EL. - *10'-0" INTERIOR ELEVATION TARGETS: ELEVATION DETAIL NO. SHEET NO. INTERIOR WALL IDENTIFIER: NEW WALL d I I EXISTING WALL PARTITION TARGETS: PARTITION TYPE SEE A8 SERIES DWGS. HEAD DETAIL SEE A8 SERIES DWGS. ROOM IDENTIFIERS: OPEN OFFICE AREA 100 1.c ROOM/ AREA NUMBER ROOM/ AREA NAME DOOR IDENTIFIERS: DOOR NO. CORRESPONDS TO ROOM NO. 100 ALPHABETIC DESIG. FOR MULTIPLE DOORS TOILET ROOM ACCESSORY TAG: GBt< 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: EFFECTIVE CODES: BUILDING -5 2nd 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 3,324 SF BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE WITH TUKWILA MUNICIPAL CODE AMENDMENTS' FIRE CODE: 2012 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS. ELECTRICAL CODE: 2011 NATIONAL ELECTRICAL CODE MECHANICAL CODE: 2012 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS PLUMBING CODE: 2012 UNIFORM PLUMBING CODE; WITH WASHINGTON STATE AMENDMENTS. ENERGY CODE: 2012 WASHINGTON STATE ENERGY CODE ACCESSIBILITY: SEE 2012 IBC & ANSI2009 LOCATION MAP REVIEWED FOR CODE COMPLIANCE APPROVED JUN 17 2014 ;"\--5 u City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR elrvitichanicai eri►ectriti &Plumbing Lomas Piping C':y of Tukwila BUILrw$G DIVISION REVISIONS No changes shall de to the scope of Twithout la tprior of Tukwila Division. N!, ;r-Ski3k. require a new plan submittal additional plan review fees.� CAMPUS PLAN S.cWhCNT CORPP AT tt 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 ITCHEN 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. FlCOPY Permit No. �� S Plan review approval is stet to errors and wisdom Approval of construction documents dog auttumize the violation of any adopted ccxkioroxinarce. Reedit cf approved Field Copy and conditionsis imknawleatet C/��By: AtY_ Data: Co/20/ I h1 City of Tukwila BUILDING DIVISION CORPORATE DRIVE NORTH I` illy I AREA OF WORK BUILDING 5 z POR IT'E DRIVE SOUTH ER Bali LEV'A.RO CORR LTR# ..,y-r.T.r'3..�.f_wT..:3:=T _i"rrr•i _:)=*T-!:::."L...S.:L'.53: il4 l } z. CORPORATE ORIYE NORTH CORPORATE ORMYE SOON 11 - -n MEI[LER BOOLEYABO CAMPUS KEY PLAN ISSUE LLo CC / I \ PERMIT REVISIONS 6/10/2014 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 BLEB: SEATTLE 7477 SOUTHCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH BUILDINGS #5 TUKWILA, WA 98188 SHEET TITLE GENERAL NOTES, LOCATION MAP, PLAN SHEET NUMBER RECEIVED CITY OF TUKWILA 0 PERMIT CENTER B5-GO-011 J K L P 8 7 H LIFE SAFETY SYMBOLS RATING DESIGNATIONS: MAXIMUM EXIT TRAVEL DISTANCE: ---•------- —"-- 1-HOUR RATED CONSTRUCTION —"------- 2-HOUR RATED MAXIMUM DEAD-END CORRIDOR: EGRESS CONSTRUCTION 0 X'-X" MEANS OF EGRESS ACTUAL TRAVEL DISTANCE CAPACITY: • • EXIT WIDTH (INCHES) OCCUPANCY LOAD*DIRECTION OF TRAVEL XX EXIT LOCATION DESIGNATOR POINTS IN DIRECTION OF TRAVEL OCCUPANT CAPACITY OF EXIT WAY GENERAL NOTES 1. 2. PROVIDE REFER & SPECIFICATIONS. PROVIDE SIGN TO LOCATIONS EXIT SIGNAGE EVERY ELECTRICAL DWG'S TACTILE SIGNAGE AT (BY SIGNAGE 100' OF TRAVEL. FOR LOCATIONS ALL EXIT VENDOR) OCCUPANCY LEGEND 5,0 °O�oop 0 �ode- 8°o `4�8r& °o0° �g8°oS00oB°o8 �0n 0o °°�p0°°� ob° °,58N �0 °O r CLASSROOMS OCCUPANCY 1,706 SQ. FT. LOAD FACTOR -20 < .� OFFICE OCCUPANCY 569 SQ. FT. LOAD FACTOR -100 II _— I=I- 11-111— _ II —II - - STORAGE OCCUPANCY 392 SQ. FT. LOAD FACTOR -300 ACCESSORY CORRIDOR/NON USE, FIXED EQUIPMENT HABITABLE AREA OCCUPANCY COUNT TOTAL FOR • MEN *WOMEN OCCUPANCY PLUMBING CALCULATION 97 97 / 2 49 49 PLUMBING FIXTURE COUNT FIXTURES PER FIXTURES FIXTURES PERSON REQUIRED PROVIDED MEN'S ROOM WATER CLOSETS 50 1 2 URINALS 1 1 LAVATORIES 1 PER 2 W.C. 1 3 WOMEN'S ROOM WATER CLOSETS PER 50 1 3 LAVATORIES 1 PER 2 W.C. 1 3 EX. BREAK/ STORAGE 207 569 SF OL - 6 • F ,›››. s >>>›,t- >4 S<> ft,kkg>>= i r Ait `I I EX. _______C.RRIDQR C0-01 2 L_ 1I- E X I I— 48 230 B5 SECOND FLOOR LIFE SAFETY PLAN SCALE: I/8" = I'-0" EX MECH. 204 59 SF OL - 1 3 1 36 180 DN l/V�LVIIV 0 VV� V°-'vVVVo-'VVVVo�VuvVo0VVVVwVVVVo-,Vk of °'•�°0pO 000° OQo° 000° Off° O�°/ pO�O pO,,-,,Q�°°�; pOO�O pO,,-,�Q°°0`�pO,,-��°°0`�pO�ObpO OY�pO,,,,Q�°°0•- -. °o • ° • °o °o °o ° °•• � �o°o°ilDooi..i.cf8; JOo�b�oo D0o Do° Do ilDo 0 tad 0 p0�OYpOI�oYp04N. 00'1 86 00o°°6 00086�°°'l00 Yp0I p/ �on0 o C7�`0 0 ° \ •..C°JO�OO °O,•..°0 0 o p °0 1 �OoQpQ(�°o C)0000A°000QQ°00.�°000 °00 II O°0OZS O°OCJO (0°°0.P• 11 0°°O�pCJO (�0°0. • 0°°OpCJO 0°°0p8 0°O�pCJO 0°� Q,O,�o° 00°° 000 oe%00 0C 0000 00 0Q�0 o 00 0 °4 t 0O 0 p008°o po0O: • 08°°Q) 00086 00O�° 00o8c) 00oBc) 0 d °OD 900 900 . O Ao °b0 °° . i • • 1 I0• o°o°Na3O°°°i1o°O°Nco.08, 2 o°o°i o°o°8Q obo. o°o°80o 00 °0°°00°0°° 0o0•���° 0000 00°°o000 °° 000°cXOd oBpO�°o8°O�°o8p° °o8°Odre S°O08°o°O0°0S°O06°o20008 S°O/ O�o°0 ° O�o� i.00.080?0/3Fecbeko°208.e040,28reo' °Q�o°0o °00 °0000° °o/ oo oO� 0o0 0000�0�% pO�°oS00%)00�°o8°Oc8°o:i'sgo8°OF8°oS°°8-80so °o8°O/ o�°00�°00°00 �o�°00 %°Q0�°00014 • °00 °00 °00 ••.� °00 °00 0.00 �/ -Nwoo °o °o °o o °o °o °o oDo° Doo8qDoo o�BqD00ND0oND0oggD0 0.0. 00°0° °ooOO° °00°0° ° Oo °oOOo° °oOOo° °OOOo° °00°� o�;00 °S o°S o • %`. o' o� 0 �08°°0°• _..-0 i�00° °00°0° °00°0° °00°0° °•� o; °��°O° °•boo° °�:=. ••oBpO�°oS°°c8°oS°°o8°oSpOoB°o8°• •• 8pOo8°o8°Oo8° $oO 0Oo�°0o�°00°0�°0�°��0��� • 00 °00 °oo °00 ��' �b0 °00 °o/ 00 00 00 00 00 °.� • • -+o �oo��oo��oo� oo��00�.�0°0°8��0°0°��0 ° °0o°O° °00°O° °00°O° °°O° °o0°O° ��°O° °o0°O° °OOOd • $0°08° gO°o8° gpOoB° g°Oo8° gO°o8° g°Oo8°� :°°o8_ogo°o8_og°O/ ,o°0°°0°�°00°00°00o°00•.,•;00 °0° °0+ de 00 000 orb ° fl/�O ° ° fl/l0 ° fl/ln ° fl/�0 ° 000 0., , 0000o(04: o° 000° ooQ�pOooQ pOooQ�pOooQ 0000c OI%Q o0Q 00 •0 pO o pO OpO OY�pO o�SpO 086 00O:0086 p0/ o Cft° 0 �°0 0 �°0 0 c°0 0 °0 0 0 r, - 0 °0 °Oo oo oo °00 °00 °00 °oo •„o °o °o °o °o °o o °o °o °o 00 0 00 O�°Oove0, � °O° ZSo Jo000 J o08 oq 00 00 °o 0 0 0 0 °000 °1�0o pO oB00086S00o86S00086 000B°oSpO08oS°0t 009 r 00/ �00 \ °0 ooio �08 °,,Q°08 °�Q°08�°oS���°oS°°08�°8� • °o °o °o °o °o °o �oo �oo� oo�^�oo� oo� o� 00 p0 000 0000 0 0 O 0 0 O O �'lU/ ��'l.U/ p0 00 00 000. • / / 0 0 0 • 0o / NE DEMON LAB 202 847 SF OL - 43 DEMON LAB L- J 201 859 SF OL - 43 REVIEWED FOR .:CODE COMPLIANCE APPROVED JUN 17 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1 3 2014 PERMIT CENTER H 8 7 6 5 4 AtiXtf6 ilaLEYARD CAMPUS KEY PLAN ISSUE 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 1 PROJECT NUMBER VDTA 14014.00 PROJECT NAME AND ADDRESS LE CORDON BLED: S EATT L E 7477 REGISTERED ARCHITECT JOSEPH M. VALERSO STATE OF WASHINGTON SOUTNCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH BUILDINGS #5 TUKWILA, WA 98188 SHEET TITLE BUILDING 5 LIFE SAFETY ANALYSIS AND OCCUPANCY LOAD CALCULATIONS SHEET NUMBER B5-GO-01 L_ P H 1 3 A SCALE: %" = 1'-0" 0 o n n n 19 EX. BREAK/ STORAGE 7):( //. BUILDING 5 ENLARGED FLOOR PLAN EX IT 205 5 10 EX FACILITY STOR 208 5 10 RECABLE TO NEW SYSTEM X FACILITY STOR 209 10 PROVIDE WF-1 6) EX. DOORS EX. CORRIDOR C0-01 ,PI N.I.C. (cop 0 0 0) 6'-2" 10'-10" t 0 1 NE DEMON LAB 201 • NE DEMON LAB 202 1] <>, 1 ) ) ) ) it 19 10 3J 7 14 13 16 10 10 16 13 BUILDING 5 DEMOLITION PLAN 10 SCALE: '2' = I'-0" I GENERAL DEMOLITION NOTES: 1. NOT USED. 2. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS BEFORE PROCEEDING WITH DEMOLITION. 3.COORDINATE EXTENT OF DEMO W/ NEW WORK 4. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB. IMMEDIATELY NOTIFY THE ARCHITECT AND THE OWNER. 5. REMOVE, PATCH AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING DEMOLITION BY METHODS AND WITH MATERIALS NECESSARY TO REESTABLISH THE EXISTING CONDITION. 6. PROTECT EXIST. CONSTRUCTION, ELEVATORS AND STAIRS INDICATED TO REMAIN AGAINST DAMAGE DURING DEMOLITION AND CONSTRUCTION. WHEN PERMITTED BY THE ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE PROTECTED LOCATION STORED DURING DEMOLITION, CLEANED AND REINSTALLED DURING CONSTRUCTION. 7. DEMO ONLY MIN REQ'D TO COMPLETE NEW WORK 8. G.C. TO PROVIDE MEASURES TO PREVENT SOUND & DUST INFILTRATION INTO EXISTING USED SPACES DURING CONSTRUCTION. 9. KEEP THE SITE FREE OF DEBRIS AND RUBBISH 10. UNLESS NOTED OTHERWISE, THE PRODUCTS FROM THE DEMOLITION BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. SALVAGED MATERIALS SPECIFIED TO BE RETAINED SHALL BE PROTECTED AND STORED AS DIRECTED. 11. LEVEL ALL FLOOR SLAB DEPRESSIONS AND VARIATIONS AS REQUIRED TO RECEIVE NEW CONSTRUCTION. 12. REMOVE EXISTING WALL COVERINGS, PATCH AND REPAIR SURFACES AS NECESSARY FOR NEW FINISH. 13. RETAIN CURRENT RATINGS OF WALLS, FLOORS, CEILINGS, AND SHAFT ASSEMBLIES. 14. G.C. TO VERY RATINGS OF EXISTING WALLS TO REMAIN AS REQ'D IN NEW WORK 15. G.C. TO EXAMINE SLABS BEFORE ANY DEMOLITION TO ENSURE NO REBAR OR TENSION TENDONS WILL BE DAMAGED DURING DEMOLITION. 16. COORDINATE WITH BUILDING OWNER TO ACCESS ANY EXISTING TENANT SPACE. 17. COORDINATE WITH OWNER AND EXISTING TENANTS TO PROVIDE ADEQUATE ENTRANCE AND EXITING DURING CONSTRUCTION 18. REFER TO STRUCTURAL FOR LIMITATIONS TO FIRST FLOOR SLABS DEMOLITION FOR NEW PLUMBING. 19. REFER TO CONSULTANT DRAWINGS FOR RELATED DEMOLITION SCOPE. 20. IN EXIST. ROOMS TO REMAIN, SWITCHES, RECEPTACLES & ASSOCIATED FEEDERS TO REMAIN. 21. FEEDERS FOR ELEC. & TELE DATA RECEPTACLES IN WALLS TO BE REMOVED ARE TO BE REMOVED BACK TO SOURCE CLOSET. 22. IN EXIST. ROOMS TO REMAIN, REPAIR OR REPLACE G.W.B. TO RECEIVE NEW FINISHED. USE W.R. G.W.B. IN WET LOCATIONS 23. EXIST. CEILINGS LIGHT FIXTURES & DEVICES TO REMAIN U.N.O., NOTIFY ARCH. AND OWNER OF ANY EXIST. DAMAGE BEFORE BEGINNING WORK. 24. PATCH TERRAllO FLOOR IN CORRIDOR AS REQ'D TO RECEIVE NEW FINISH REVIEWED FOR ODE ACOMPLIANCE APPROVED JUN 17 2014 4} City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1 3 2014 PERMIT CENTER KEY NOTES FURNITURE NOTES EQUIPMENT NOTES SECURITY & A/V NOTES FLOOR PLANS & RCP SYMBOL LEGEND t:::0 iliolli'iloir 0 I 1011 c TAG FLOOR PLAN KEY NOTES EXISTING DOOR TO REMAIN 0 STAINLESS STEEL STOOLS BY OWNER'S FURN VEND O HAND SINK BY OWNER'S KEC. REFER TO 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 PO : CLGI 14 C 4 I_ d I ILCLO EL ^� �—I U'i hLa D PTZ(:', SECO .3 r —' 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. 0.NOT USED O MOBILE SPEED RACK OR WIRE SHELVING BY OWNER'S KEC. 0 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. O INSTRUCTOR DESK & CHAIR BY OWNER'S FURN VEND O MOBILE S. ST. DEMO TABLE AND MIRROR BY OWNER'S KEC. O NEW CEILING MOUNTED LCD SCREEN BY OWNER'S AV/IT VEND. GC TO COORDINATE LOCATION AND PROVIDE POWER, DATA, AND SUPPORT AS REQUIRED. 2 t3 QUADRUPLEX WALL RECEPTACLE (18" AFF UNO) CORD REEL NEW PAINT THROUGHOUT U.N.O. INCLUDE EX. DOORS & FRAMES EXIST. CEILING & LIGHITNG TO REMAIN THROUGHOUT. '0'WHITE BOARD BY OWNER'S FURN VEND (BLOCKING NOT REQUIRED) O UNDERCOUNTER REFRIGERATOR BY OWNER'S KEC. GC PROVIDE DED. ELEC RECEPTACLE. REFER TO ELEC DRAWINGS. O EXISTING CEILING MOUNTED PROJECTOR. I `' I ` I 14 TELEPHONE/DATA OUTLET. 2 CABLE DROPS (18" AFF UNO) RECESSED FIRE EXTINGUISHER CABINET 6" BACKSPLASH 15 CEILING MOUNT CORD REEL BY G.C. FOR INDUCTION BURNER BY OWNERS KEC. DED. 20 AMP RECEPTACLE. KH RETRACTABLE REEL OR83-7DGA-J12F O NEW STUDENT CHAIRS O EQUIPMENT STORAGE CAGE BY OWNER'S KEC. 0 EXISTING PROJECTION SCREEN. F.E. 4 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. 0, TRASH CAN BY OWNER'S FURN VEND O STAINLESS STEEL STUDENT TABLES BY OWNER'S KEC. 0 EXISTING AV CABINET 5 16 PROVIDE RECEPTACLE, DATA OUTLET, JUNCTION BOX, AND Y4" 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. CEILING MOUNTED DATA OUTLET. 1 CABLE DROP. NEW VINYL BASE TO MATCH EXISTING PROVIDE CORNER GUARD EXISTING WHITE BOARD O NEW 3 COMPARTMENT SINK BY OWNER. GC TO INSTALL &PROVIDE P.O.U. GREASE INTERCEPTOR 0GC 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 g EXISTING TACK BOARD O8 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. O EXISTING INSTRUCTOR DESK & CHAIR Og STORAGE SHELVING BY OWNER'S KEC 181 19 AUDIO VISUAL CEILING MOUNTED JUNCTION BOX. EXIST. SHELVING PROVIDED BY OWNER. NEW FRP BEHIND SINK THIS WALL ONLY 10 NEW STUDENT DESK 9 20 DEDICATED RECEPTACLE EXISTING WALLS TO REMAIN 1 D A REMOVE MILLWORK AS REQUIRED & DEMO SINK.. PROVIDE [FINISHED ENDS AT EXISTING MILLWORK. 1 11 EXISTING FURNITURE 1 I _ 1 I 1 I 10 21 8 7 6 5 4 C filitbi£ IIRXE S3Gtb 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 140I4.00 PROJECT NAME AND ADDRESS LE CORDON BLEU: S EATT L E 7477 F1��--__-1 ARCHITEL, JOSEPH M. VALERIO STATE OF WASHINGTON SOUTHCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH BUILDINGS #5 TUKWILA, WA 98188 SHEET TITLE BUILDING 5, 2ND FLOOR PLAN SHEET NUMBER B5-A1-01 P / ID -r- J 8 7 6 5 4 3 H H H TAG zrv.//.A/"Vv /AZ. Atecifr". if 7 .41 Az F tAr iff,/ ykA7A2F77.07.747"73/m4 r Azzomeizi/zy rAt7r aiFyozziem 1 SEC 14 // fire,tr, ZAW Fr °# ArAffr. 4,A; t ar/Aer, ZZZAFAAtarrAFAWArgA0A1, AjAprzezzirzA A rA v A 44 ra roy .1W 4.4$1*„17" . Asrv..1/ 412'.<forizeierz.pz#7, IV/7 I. . . . . . . . . . . . , . FACILITY STOR 207 I . . • . . . . , . . : . I , .1 1 . , . . Ail .anTai,.411 . . . . . . . . . . . . . . . , . , . . . . . . .1 . . . . . . ,• IIIEN' . . . , . , . . . . . . . . 1 , . , . . . . , . i . . . . , i .• I . i . . , . . . • . . . . L / / / / FACILITY STOR 207 EX.I BREAK/ STORAGE 11 .20-7- 14 -----.0---. - - - I‘ 1 4 # - ArePigaA0 v;;Ariererz,/ e r/zrize i . /FA A 4419,,,AA4 1 4,-prety- #;747 ;rAtA4P;i'l Afirew-Virl ii Ake AzA,# A sliwrarstMow/A,Vryl,77740 rArAtotrerarta i A Ad Ali rer2 0 Afer Tir/rAzt$41 /z/.,•rzyzifflorvireirv. iii V . lv,ZAJW___Z. itir'ZZA,704,41e, 411AF:4A (.1."4.47-14-5MA4X/4,7AZZIll'Am iii J 111 ...07:./IZA/ AK.4,41ffly A111- ,,'/Z,M/Z.A.671W7.,), 7.Z.Z4 .A.017.1'...07APWAAZA 7or 1,47.4",,,AWAWA/740 ArAtirAtefir/MAO,AA- 14(195177;1.1,A;W:AA*Ach In C 131/7/A Aei4 jr, A AAV • 4dger 4.4 /I H ,,. . • . :, ' 7 , ,, Adlicalosillit m / BUILDING 5 FIRST FLOOR REFLECTED CEILING PLAN SCALE: 14” = I '-0" KEY NOTES FLOOR PLAN KEY NOTES EXISTING DOOR TO REMAIN =IF& MAT,11211111 OREL) LI(REL) 5SEC 0 0 0 FURNITU #Pw4.174);J: Pirif frffry31/C141,4444AwAt _J • L_.Jj r MMI (REL (REL) ' - - - -1 I D _1.1 11; ' I I — r I • CY ) • I u _ I I— —1 L ID I i I I I __ _L _ e- _J e L 8/ 50" TV EL. = 6'10" AFF I 1 I I I I PTZ 'REL) L \ 50" ITV \. CL .1 -1 OREL) B/ 50" tL. - 6' NEW JEMO L 201 TV 0" AFF OREL) •(REL) STAINLESS STEEL STOOLS BY OWNER'S FURN VEND 0 HAND SINK BY OWNER'S KEC. REFER TO PLUMBING DRAWINGS. G.C. TO INSTALL & PROVIDE BLOCKING IN WALL. SECURITY & A/V NOTES -F- NEW AV CABINET BY OWNER'S AV/IT VEND. GC TO CORDINATE DATA DROP LOCATION. PROVIDE BLOCKING IN WALL AS REQUIRED FOR CABINET DEMO WALL AS REQUIRED FOR NEW CONSTRUCTION. DEMO DOOR AS REQUIRED FOR NEW CONSTRUCTION. NEW PAINT THROUGHOUT U.N.O. INCLUDE EX. DOORS & FRAMES 6" BACKSPLASH 13 14 NEW 2X4 CEILING TILE W/ EXIST. GRID THROUGHOUT. REMOVE EXISTING CEILING TILE AS REQUIRED. NEW LIGHTING TO MATCH EXISTING THROUGHOUT. REMOVE EXISTING LIGHTING AS REQUIRED. EXIST. CEILING & LIGHITNG TO REMAIN THROUGHOUT. CEILING MOUNT CORD REEL BY G.C. FOR INDUCTION BURNER BY OWNERS KEC. DED. 20 AMP RECEPTACLE. KH RETRACTABLE REEL ORB3-7DGA-J12F NOT USED INSTRUCTOR DESK & CHAIR BY OWNERS FURN VEND WHITE BOARD BY OWNER'S FURN VEND (BLOCKING NOT REQUIRED) NEW STUDENT CHAIRS MOBILE SPEED RACK OR WIRE SHELVING BY OWNERS KEC. MOBILE S. ST. DEMO TABLE AND MIRROR BY OWNERS KEC. UNDERCOUNTER REFRIGERATOR BY OWNERS KEC. GC PROVIDE DED. ELEC RECEPTACLE. REFER TO ELEC DRAWINGS. EQUIPMENT STORAGE CAGE BY OWNER'S KEC. NEW PTZ CAMERA BY OWNERS IT/AV VEND. G.C. TO COORDINATE LOCATION AND IT/AV REQUIRMENTS. PROVIDE UNISTRUT SUPPORT FROM EXPOSED CEILING NEW CEILING MOUNTED LCD SCREEN BY OWNER'S AV/IT VEND. GC TO COORDINATE LOCATION AND PROVIDE POWER, DATA, AND SUPPORT AS REQUIRED. EXISTING CEILING MOUNTED PROJECTOR. EXISTING PROJECTION SCREEN. EXISTING FLOORING & BASE TO REMAIN NEW VINYL BASE TO MATCH EXISTING NEW 2X4 CEILING TILE W/ NEW GRID THIS AREA REMOVE ECISTING CEILING TILE & GRID AS REQUIRED. PROVIDE CORNER GUARD TRASH CAN BY OWNER'S FURN VEND EXISTING WHITE BOARD STAINLESS STEEL. STUDENT TABLES BY OWNER'S KEC. NEW 3 COMPARTMENT SINK BY OWNER. GC TO INSTALL & PROVIDE P.O.U. GREASE INTERCEPTOR EXISTING AV CABINET GC TO PROVIDE W.M. FROM CEILING TO INSTRUCTOR STATION THIS WALL NEW MARMO FLOOR W/ NEW VINYL BASE. REMOVE EXISTING FLOORING & BASE AS REQUIRED 18 ACCENT WALL THIS WALL EXISTING TACK BOARD STUDENT ADA TABLE BY OWNER'S KEC NEW SIGNAGE BY OWNER'S SIGNAGE VENDOR. 19 EXISTING WINDOW TREATMENT TO REMAIN U.N.O. EXISTING INSTRUCTOR DESK & CHAIR STORAGE SHELVING BY OWNER'S KEC EXIST. SHELVING PROVIDED BY OWNER. 20 NEW FRP BEHIND SINK THIS WALL ONLY NEW STUDENT DESK FLOOR PLANS & RCP SYMBOL LEGEND ILGI 117'6 1=0 Lao © -1- -T- DUPLEX WALL RECEPTACLE (18" AFF UNO) CEILING MOUNTED DUPLEX RECEPTACLE QUADRUPLEX WALL RECEPTACLE (18" AFF UNO) TELEPHONE/DATA OUTLET. 2 CABLE DROPS (18" AFF UNO) DATA OUTLET. 1 CABLE DROP. (18" AFF UNO) CEILING MOUNTED DATA OUTLET. 1 CABLE DROP. SECURITY CARD READER WALL MOUNTED JUNCTION BOX. 1:101 I 144)11 PTZ‹ SEC F.E. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 17 2014 City of Tukwila BUILDING DIVISION PTZ CAMERA SECURITY CAMERA CORD REEL RECESSED FIRE EXTINGUISHER CABINET PROVIDE RECEPTACLE, DATA OUTLET, JUNCTION BOX, AND N.. 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. AUDIO VISUAL WALL MOUNTED JUNCTION BOX AUDIO VISUAL CEILING MOUNTED JUNCTION BOX. DEDICATED RECEPTACLE 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. 8 7 6 5 4 0 tim.olffftl] -4f11144 •• ..... t•-• ,r—r- H!!!.!!;!Jillii!!! 41-.4f144-14-iti 114:0-144.j-1 - • •!;:r; 1110 CORPORATE ORIYE NORTH ij !:11 MERRIER DOLEYA111 CAMPUS KEY PLAN ISSUE A PERMIT REVISIONS 6/10/2014 ISSUED FOR PERMIT 5/9/2014 LANDLORD APPROVAL 3/14/2014 NO. ISSUED FOR DATE PROJECT TEAM MARK DEVVALT CHRISTINE ROSENBERG ROMINA TONUCCI KATE TANS PROJECT NUMBER VDTA I 40 14.00 PROJECT NAME AND ADDRESS LE CORDON BLEU: • SEATTLE 7477 SOUTHCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH BUILDINGS #5 TUKWILA, WA 98188 SHEET TITLE BUILDING 5, 2ND FLOOR REFLECTED CEILNG PLAN SHEET NUMBER RECEIVED CITY OF TUKWILA JUN 1 0 2014 PERMIT CENTER 11547-01 EXISTING WALLS TO REMAIN A REMOVE MILLWORK AS REQUIRED & DEMO SINK.. PROVIDE FINISHED ENDS AT EXISTING MILLWORK: EXISTING FURNITURE FINISH SCHEDULE FINISH LEGEND Item Manufacturer Model No. Style Color Notes METAL CG 4' STAINLESS STEEL CORNER GUARD McMASTER CARR 8144A18 31/2" X4' and 1/16" thick CG 8' STAINLESS STEEL CORNER GUARD McMASTER CARR 8144A18 3 1/2" X 8' and 1/16" 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 j WHITE EXISTING GRID TO REMA 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 -- t Z ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE NO, ROOM NAME FLOOR BASE WALLS CEILING NOTES N S E W MAT'L HEIGHT BUILDING 6 - 2ND FLOOR ; l CO-01 EX CORRIDOR MARMO-1 VB-X P1 P1 P1 P1 ACT-1 201 NEW CLASSROOM MARMO-1 VB-X P1 / P2 P1 P1 P1 ACT-1 PAINT COLORS T.B.D. 202 NEW CLASSROOM MARMO-1 VB-X P1 P1 / P2 ` P1 P1 ACT-1 PAINT COLORS T.B.D. 205 EXIT/AV EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXISTING TO REMAIN 207 EX BREAK / STORAGE MARMO-1 VB-X P1 P1 P1 P1 EXIST 208 EX STORAGE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXISTING TO REMAIN 209 EX STORAGE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXISTING TO REMAIN DOOR AND FRAME SCHEDULE 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 MR SAB SAF B STC UL USG GYPSUM WALL BOARD MOISTURE RESISTANT SOUND ATTENUATION BLANKET SOUND ATTENUATION FIRE BLANKET SOUND TRANSMISSION CLASS UNDERWRITERS LABORATORES INC. UNITED STATES GYPSUM ASSOCIATION GENERAL NOTES: 1. FOR ALL FINISH MATERIALS, SEE FINISH SCHEDULE. PARTITION TYPE NUMERIC QUALIFIER PARTITION TYPE DESIGNATOR A3-1) HEAD DETAIL NUMBER PER SHEET A8-XX NOTE: WHERE NO DETAIL NUMBER OCCURS, SEE ARCHITECTURAL SECTIONS FOR DETAIL INFORMATION. 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 DWGS. 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" 0.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"=1'-0" NON -RATED PARTITION: HEAD AT STRUCTURAL FLOOR/ROOF • o DESCRIPTION: NON -RATED / NON-LOADBEARING PARTITION METAL STUD SIZE(S): 3%' @ 16" O.C. / @ O.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 !a A2%411'"( COMPOSITE INTERIOR WALLS PARTITION TYPE Al cn >- r in. 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 HEAD DETAIL 3"= I'-0" 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" / \ / / / / / / HEAD DETAIL - 1 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 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 5L TYPICAL SILL DETAIL DOOR AND FRAME SCHEDULE DOOR NO. DOOR FRAME LABEL HARDWARE NOTES SIZE TYPE MATL FINISH GLAZ TYPE MATL FINISH DETAIL SET NO, KEYSIDE RM NO. WIDTH HEIGHT THKS HEAD JAMB SILL BUILDING 5 - SECOND FLOOR C-01 3'-0" T-0" 1 1 3/4" Di WD PT - F1 HM PT 7L - 4 WOOD HOLLOW CORE DOOR 201 3'-0" 7'-0" 1 3/4" D2 WD PT GL-2 F1 HM PT 3L 3L - 1 CO-01 202 3'-0" T-0" 1 3/4" D2 WD PT GL-2 Fl HM PT 3L 3L - 1 CO-01 C-01EX EX EX EX EX EX _ EX EX EX EX _ - EX EXISTING DOOR W/ EXIST CARD READER 205EX EX EX EX EX EX _ EX EX EX EX _ - 2 EXISTING DOOR - MODIFY FOR CARD READER 207EX EX EX EX EX EX _ EX EX EX EX _ - 5 EXISTING DOOR - PROVIDE NEW CLASSROOM LOCK SET 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 MID 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 ENTR..fr:..-.EXIST/ NG 10OR RETROFIT- OCARD REALER. 1.1:'2-PR -HINGE REUSE...E-34S-T-ING-- 4 ELEC. R-ONIC--L€ CKSET SOH -LA -GE 0-ND60BPEU-RX 630 REPLACE E=X TI tG L w GS-ET OVERHEAD CLOSER CONFIRM EMS TING 4 FLOO' STOP 4 CARD READER ELECTRIFIED I ,1NGE BY SCURTY CONTP 4 DOOR CONTACTOR BY SECURITY ON TRACTOR EXIT CORRIDOR 4 1 1/2 PR HINGE HAGER BB1279 626 1 ELEC FIRE EXIT 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 505013 BRN 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 DOOR IDENTIFIERS (AS SHOWN ON Al SERIES PLANS): DOOR NO. �00'S CORRESPONDS TO ROOM NO. (i00) ALPHABETIC DESIG. FOR MULTIPLE DOORS cr 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 THICK) OR GLASS AS APPROVED BY LABELING AGENCY MAY BE USED IN FIRE -RATED DOORS. 4• PROVIDE 45 MIN. GLAZING AT ALL C DOORS. IFF SCAAC.AM.fsl" I44"-o" 11-0" FRAME F9 FIFAI°tiEIErYIMIS DR. WIDTH 1- W 0 0 0 HM FRAME FOR PAINT WD DOOR FOR PAINT 1J SINGLE ACTION TYP. DOOR I H DOOR TYPES SCALE: 1/4" = I'-O" DR. WIDTH DOOR HEIGHT GLASS WINDOW WD DOOR FOR PAINT D/ter— FLUSH PAIR OF DOORS 3 5/_" H.M. FRAME CHANNEL STUD ANCHOR, WELD INSIDE FACE OF JAMB, TYP. METAL STUDS PER PARTITION TYPE W CERAMIC TILE ON DISH ROOM SIDE OF WALL. °- CERAMIC TILE TO DIE W 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 (HEAD SIMILAR) SCALE: 3" = 1'-0" '0411# mg 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 GYPSUM BOARD PARTITION EVIEWED FOR APPROVEDE COMPLIANCE JUN 17 2014 City of Tukwila BUILDING DIVISION 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 1 V CARD READER DOOR Ak SCALE: I/4" = I'-0" RECEIVED CITY OF TUKWILA MAY 1 3 2014 PERMIT CENTER 5 4 ISSUE 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 1 PROJECT NUMBER VDTA 14014.00 PROJECT NAME AND ADDRESS LE CORDON BLEU: SEATTLE 7477 n REGISTER._. ARCHITECT JOSETHRNOUglia STATE OF WASHINGTON SOUTNCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTN BUILDINGS #5 TUKWILA, WA 98188 SHEET TITLE WALL TYPES & DETAILS, DOO F & HARDWARE SCHEDULE & DETAILS, FINISH SCHEDULES SHEET NUMBER B5-AO-01 1 FLOOR STOP (VIF) IVES 436 US26D INSTALL ONLY IF NONE EXISTS 8 7 6 5 4 1 H 12 GA. BRACING WIRE WITH MIN. 4 TIGHT TURNS IN 3" BOTH ENDS OF WIRE - TYP. CROSS RUNNE MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS 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 1 1/4" 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 BACKING PLATE •8 SELF TAPPING SCREW STEEL STRAP 1" WIDE X 2" LONG X 12 GA. MIN. SPLAYED SEISMIC BRACE WIRE FIXED END 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 $., MAX. • T • 1�/z"� MIN. �' t 1 I CD J w C-) FOR 2'1X2' ACT Li) CC CD w CROSS TEE FROING 4MBERS FREE if END 0 ZIN FREE END 5F ACT T-BAR SEISMIC FRAME & BRACE SCALE: N.T.S. D D o .o • P • ALA.A AL ••D " D P D '6 P D� A A. • D• D P • ,P 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 014 p ACT COMPRESSION STRUT SCALE: 3" = I'-0" 12 GA. HANGER WIRE 8" MAX SET OF 4, 12 GA. BRACING WIRES ORIENTED 90 DEG. FROM EACH OTHER AT 12' X 12' 0.C. 8" MAX 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) • D P D D P D D D P P MIN. 4 TIGHT TURNS SPLAYED SEISMIC BRACE WIRE STL. STRAP 1" WIDE X 2" LONG X 12 GA. (MIN.) 0 D VIEWED FOR E COMPLIANCE -APPROVED 1 JUN 17 2014 City of Tukwila tI1LDING DIVISION P VERTICAL HANGER WIRE CLG. CLIP "HILTI" OR EQUAL 3/4" X 20 GA. ACT VERT HANGER WIRE & le BRACING WIRE TO DECK SCALE: N.T.S. I 164SW° CHANNEL MOLDING AT MAIN TEE ANGLE MOLDING AT CROSS TEE 12 GA. BRACING WIRE, TYP. 8" MAX 8" MAX RECEIVED CITY OF TUKWILA 8 7 6 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 MAY 132014 PERMIT CENTER 2 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 H 1 PROJECT NUMBER VDTA 140I4.00 PROJECT NAME AND ADDRESS LE CORDON BLED: S EATT L E 7477 REGISTERL ARCHITECT JOSEPH M. VALERIO STATE OF WASHINGTON SOUTHCENTER CORPORATE SQUARE 360 CORPORATE DRIVE NORTH BUILDINGS #5 TUKWILA, WA 98188 SHEET TITLE REFLECTED CEILING PLAN DETAILS SHEET NUMBER B5-A8-02 L_ IA ACT T-BAR ATTACHMENT SCALE: N.T.S. ACT BRACING WIRE @ WALL SCALE: 3" = I'-0" ACT CEILING I F SCALE: 3" = I'-0" SCALE: 3" = I'-0"