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Permit D04-169 - CAREER EDUCATION - TENANT IMPROVEMENT
CAREER EDUCATION 655 ANDOVER PK W D04 -169 • • • • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049143 Address: 655 ANDOVER PK W TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D04 -169 Issue Date: 07/12/2004 Permit Expires On: 01/08/2005 Tenant: Name: CAREER EDUCATION Address: 655 ANDOVER PK W, TUKWILA WA Owner: Name: LOWE NORTHWEST INVESTOR PRO Address: 600 UNIVERSITY ST, SUITE 2820 Contact Person: Name: MARK GRIBBONS Address: INTERIOR ARCHITECTS, 1201 ALASKAN WY, #201 Contractor: Name: TURNER CONSTRUCTION CO Address: 375 HUDSON STREET, NEW YORK, NY Contractor License No: TURNECC237D2 Phone: Phone: 206 264 -9195 Phone: 206 623 -1986 Expiration Date:02 /07/2005 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT OF EXISTING OFFICE SPACE TO BE USED AS OFFICE AND CLASSROOM SPACE. WORK TO INCLUDE REMOVAL AND REPLACEMENT OF PARTITION WALLS AND PATCH AND REPAIR OF SUSPENDED CEILING. WORK WILL BE DONE ON TWO FLOORS. Value of Construction: $465,000.00 Fees Collected: $5,016.79 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: I -FR Occupancy per UBC: 0016 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: N Private: N Water Meter: Public: Non - Profit: N Public: doc: Devperm D04 -169 Printed: 07 -12 -2004 ..g t.'\. Vi�ilJevivuti :i;.u.i- 's::'v.wah'V' 'L.:..'.w�aa:d.. r1�. CAr. tiuew�cl.+ w`.• isu�i1.. 3: itio. v. ti.. i.>.:.+ .u.i:i.::.1;_w..�k:.�w.f.::.:.: :'1...i.r. Mn.wMW .16.41YfihT City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: iii/teee/ Date: I hereby certify that I have read and examined ifs permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constrr ion or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: .7• )2 M/ Print Name: - ST-i.e. ie. A,Pe.6 —T• This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -169 ;Yo., Printed: 07 -12 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049143 Address: 655 ANDOVER PK W TUKW Suite No: Tenant: CAREER EDUCATION PERMIT CONDITIONS Permit Number: D04 -169 Status: ISSUED Applied Date: 05/21/2004 Issue Date: 07/12/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 8: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 9: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 10: Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 13: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 14: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 15: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. doc: Conditions D04 -169 Printed: 07 -12 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 18: Maintain fire extinguisher coverage throughout. 19: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 20: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 21: 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. (UFC 1207.3) 22: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 23: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 24: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) 25: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 26: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 27: 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 #1900) (UFC 1001.3) 28: CaII the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 29: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 30: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 31: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 32: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at doc: Conditions D04 -169 Printed: 07 -12 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 (206)575 -4407. 34: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 35: Prior to final sign -off a REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) SHALL BE INSTALLED DOWNSTREAM OF EXISTING DOMESTIC WATER METER. RPPA INSTALLATION UNDER A SEPARATE PUBLIC WORKS PERMIT. * *continued on next page ** doc: Conditions D04 -169 Printed: 07 -12 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any regulating construction or the performance of work. Signature: j�i2c�du� Print Na e: of law and ordinances other work or local laws Date: 7-/ 2 .Dy doc: Conditions D04 -169 Printed: 07 -12 -2004 CITY OF TUKWIL4 Community Developmen epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** King Co Assessor's Tax No.: 3C9 a'3e.)4'q 43053 Site Address: $5 p/�jC (�,� Suite Number: /C;0000 Floot5 / ¥a Tenant Name: Cig. 'EC. New Tenant: X... Yes Property Owners Name: WASEI-WaTIDO tPC--- DIt�.S Mailing Address: C, LW1,0 .RSCT'i Mailing Address: E -Mail Address: iM..ar% 63at.s e_ is t-€ roacki •COM City Day Telephone: State Ej ..No r Zip Pzcp..x04-.9 Iq5- Fax Number: ' eCo , Coo' - GENERAL CONTRACTOR INFORMATION Company Name: "fiOg Q.. c t c1-i,enJ Mailing Address: 19,0 FoOg_Tif s. - ,� `tirLE- City State X134- Zip Contact Person: Day Telephone: aao. 5Z:6-.64,00 E -Mail Address: _161). 411,�e'#-re ce o Fax Number: 9e . , c26(9 Contractor Registration Number: 'f Expiration Date: oat off- ps" * *An original or notarized copy of current Washington State Contractor License must be presented at the time permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: (ND A...n... AT v.) -- *De( -- S6A arr - f t. Contact Person: �al�JAcKO 4ib((.KI E -Mail Address: Q. Cl ,n'}�lyr� �-Ce$S C,p;t -•A City Day Telephone: Fax Number: State Zip pec°,food.15 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: E(,- e4 -t- (� L Mailing Address: • J: Contact Person: SOg_ DIG, 4 Q (p ...• _�_�_ CO E -Mail Address: k \applications \permit application (3.2003) 312003 Page 1 City Day Telephone: Fax Number: State Zip BUILDING ;PERMIT;INFORMATION. -- ;2064313670 Valuation of Project (contractor's bid price): $ 1(6:•G;000 OO Scope of Work (please provide detailed information): Rt0 Existing Building Valuation: $ L. ► �ti MPf2ot) %!STING Will there be new rack storage? ..Yes V. No if "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 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 for 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? J ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: .. Sprinklers Automatic Fire Alarm J..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [j .. No If "yes", attach list of materials and storage locations on a separate 8-1/2 x I 1 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 Page 2 Existing 9, s* Interior Remodel �', s� Addition to ' Existing Structure New 71 Type of Construction per UBC in (1:9%*(0e) Type of Occupancy per UBC ° a-- ca C. 2" Floor toy (la cfr /0 n a # i ii 3`0 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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? J ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: .. Sprinklers Automatic Fire Alarm J..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [j .. No If "yes", attach list of materials and storage locations on a separate 8-1/2 x I 1 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 Page 2 PUBLIpWORKS PERMIT =INFORMATION Z06 33 =017! Scope of Work (please provide detailed information): N8 ;arYirrt ^l tn'r.K nJ. c . TF ir Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District # 125 ❑...Water Availability Provided ❑ .. Highline ❑ ...Renton Sewer District ❑ ...Tukwila 0... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval 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) ❑ ...Bond 0.. Insurance 0.. Easement(s) Proposed Activities (mark' boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way 0 ...Total Cut ❑ ...Total Fill ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Scptic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ „ „ „ „ „ „ WO# WO# WO# Private Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size It FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Mailing Address: Day Telephone: Water Meter Refund /Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip \applicalionalpermit application (3 -2003) 3/2003 Page 3 MECHANICAL'-PERMIT,INF''RMATION= :206-431 =3670. • MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: * *An original or notarized copy 'cu "tit 'r Valuation of Project (contractor's bid price): $ ington tate Co City State Zip Day Telephone: Fax Number: Expiration Date: tractor License must be presented at the time of permit issuance ** Scope of Work (please provide detailed information): pot Use: Residential: New .... ❑ Replacement ....El Commercial: New .... ❑ Replacement .... Fuel Type: Electric [] Gas ....El Other: indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30-50 HP/1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind PERMIT APPLICATION NOTES Applicable to all permits in this application 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT . . READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJU B "�t1 • rt. OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR TI-HS PERMIT. ► E r T: Print Name. Mailing Address: BUtLD1 Signature. Date: Z0( Day Telephone:'Zi* c 7,e) l l P�� v\ aI ty () (01 State Zip Date Application Accepted: 67:•?/-6r / Date Application Expires: 7 / -,2/ -dV Staff Initials: 1S 1 1applicstions\permit application (3.2003) 3/2003 Page 4 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT T z re II Parcel No.: 2623049143 Permit Number: D04 -169 6 D Address: 655 ANDOVER PK W TUKW Status: APPROVED N o Suite No: Applied Date: 05/21/2004 CO W Applicant: CAREER EDUCATION Issue Date: -J H wO Receipt No.: R04 -00851 Payment Amount: 3,042.25 u cc Initials: SKS Payment Date: 07/12/2004 11:39 AM H w. User ID: 1165 Balance: $0.00 ' z H I— O Z I— D O Payee: TURNER CONSTRUCTION COMPANY U w O cu- wW HU 1 TRANSACTION LIST: Type Method Description Amount w O Payment Check 1174 3,042.25 LLIN U= 0 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 3,037.75 4.50 Total: 3,042.25 -265th 07/13 9716 TOTAL 4796.50 doc: Receipt Printed: 07 -12 -2004 Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: Address: Suite No: Applicant: 2623049143 655 ANDOVER PK W TUKW CAREER EDUCATION RECEIPT Permit Number: Status: Applied Date: Issue Date: D04 -169 PENDING 05/21/2004 Receipt No.: Initials: User ID: R04 -00627 SKS 1165 Payment Amount: Payment Date: Balance: 1,974.54 05/21/2004 03:21 PM $3,042.25 Payee: TURNER CONSTRUCTION COMPANY TRANSACTION LIST: Type Method Description Amount Payment Check ACCOUNT ITEM LIST: Description 1168 Account Code 1,974.54 Current Pmts PLAN CHECK - NONRES 000/345.830 1,974.54 Total: 1,974.54 1192 05/24 17i6 TOTAL 1974.54 doc: Receipt Printed: 05 -2i -2004 l* INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 Project :.. ..- ' Type of Inspection: Address: Date Called: Special Instructions: ..4.-i-.„,,-(.-7,',J G �y i / E'G "-.- 7,1 6%, -,, !) /�'�' -e2e-2. Date Wanted: %: } -&Cj % (a.m '1.n Requester: -, , C- -e-ei-( . Phone No: . 7( / proved per applicable codes. Corrections required prior to approval. COMMENTS: =� y,,,,,-.)... t -- i • l7`• ∎e-1 I � � r .. `. Yi::I "%\ } ',f % i t 1 ,r / IT ctor: G-1 7.00 REINSPECTION FEE aid at 6300 Southcenter BI ipt No.: if EQU r to inspetion, fee must be d.; Suite 100. Call'tto,scheduie reinspection. Date: IRED. Prio Date: INSPECT' CIV NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit %ri a 1 200431 -3670 PE Project: /'� [ l/ ?t— �'/4 / , %41"J Type of Inspectio : d / ..`�'" D • to Cal ed: yC f iaY /CAE Addresis `64 f Special ructions: Date Wanted: -�Z� 7Requester: a.m. C,_./ Phone No: R..Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspector: Dater El $47.00 hEINSPECTIOP! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: Z �Z c4 6 J U. UO co o J H U) LL, w0 u. D. 3 �W Z= WO Uo co 0— 0 Ww H O w Z w F- 0 Z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 P ject: (it dal 'Type of Insp rI: r • ( ' A res� (55 Pt -p - ( Date Called: i12*4. Special Instructions: r''"' 1.1 ,00 Date Wanted: 0 a.m. /Q*cf Re r: ue+ev r: P dne No: Wes) +f3 ....... Recto Approved per applicable codes. %Corrections required prior to approval. COMMENTS: /N tv4h e9X 710 (,<<. C ri -n .4 1 J70 r.ik 7 G p. Inspector: tom' L Date: Di $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Z a=-- Z W JU O 0 • 0 w J � u- w 0} J LL - • a Z WO W U� ON Ww LLo WZ U= 0 ▪ h- Z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 5, S1? (206) • 31 -3670 Pro'e5t: ., Type of In pection: 0 A dr�s�� k) Da e Fled: r � b Special Instructions: �� � ht re_ V , DO Date Wanted: ./2 / UJ a.m. Requen: Git/ ub Pho � No: //,, 4-_25- 7� IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: 411• . ? k L / -s? /7/0-2ni / 1 G6 re-ex-L-1 if :f "_" l !J G G�� Inspector: v Date: $47.00 REINSPECTION EE REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: Z Z ~ r4 2 JU UO N0 a� o u- U C! =W z�. WO U� U 0 H WW H � u. Li U i O F- z ! C, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 P ect: G/Yt e- ea-Lt eal1% d-4%.7 Type of I pection: 1-71;:i A i Address: Date Called: Special Instructions: Date Wanted: a.m. 2Z-0`'7 p.m. Requester: Phone No: 9. 0 C —LIZ'S --264/0 Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: Ei) y54 -4.JcL 1 Li .--e k , - s in A to - Z, 0 C e ") � -r,Y -1- - —Ics+ — r- yu;,.., O t t--s1 4. e t— .., c.1 A \ — CJ GC-6)Q- 0 V 0, Q 4-i,, -.cd a-•om. ,re , /.- CA — Y` e- A .e l./ k (t1) 7 Nivrx \ - a 4-4e ✓ C r - - - - r\ AR ctor: Dater M Z3-0 Ci 47.00 REINSPECTIONIFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD DO, `_� Retain a copy with permit 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431,-3610 Project: Career Educafio}, Type of Inspection: 1-i h'l-ina + C.ontrols Address: 655 P Y Date Catted. Cf "' 2.1 - 04 Special Instructions: 3) Q. \ iv.) 11 I Z. re c Cr Y X -,--{ 1-3. 1.\-1-0,k Date Wanted4 2- _° a.ey Requester: ve. &a►rre++ Phone No: 2o —4-z3-7640 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: IY1 :o 3 400 'S i2 Ptz•t✓ e-3 ext-I L 1107 I oJ.e.,r -- &o,ec., 1 J -4-c..,,, ,v- de Q.,A•,5 • a.' .R. vv‘ U a ✓ q +L,. J v1 1-i t �'i ...e..)-EX (0, 3) Q. \ iv.) 11 I Z. re c Cr Y X -,--{ 1-3. 1.\-1-0,k cT1 F R (-1&-o rS 11J -1-e,,,- ►,st,-- 1-e a S , 6) p � ' t ,,, , s i A , -w r 0 ..,(..,41.,‘,-1,,,// S, .,) r� (ti eC 4 (14 L S.t\nl� , / e tor: Date: Ct 7.00 REINSPECTION FEE REQUIRED. rior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 1 Q 0. CaII to schedule reinspection. R• eipt No.: Date: lerrommaummanweesmarrammimmommormarser INSPECTION NO. INSPECTION RECORD Retain a copy with permit DO -1 6 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2065;4' PERMIT NO. Project: Career Education Type of Inspection: • wazim.9 Address:645 A P `' / Date Called: c1-2.1-04 Special Instructions: Date Wanted: `' �a.m�. Requester: S+eve_ Vavre Phone No: 2o6-4-2_3-760 'approved per applicable codes. El Corrections required prior to approval. COMMENTS: ctor: Date: r1 -zZ —oy 00 REINSPECTION EE REQUIRED.rior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PE mJIL NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•) -3670 Project: 0...tr, y-.e_ez,r �cQ.0 dA-ic Type of Inspection: nJ - e-,ri err U.,..) i Address:! '6°6 A- P G.1 Date Called: c _ .. i- a y Special Instructions: Date Wanted: a.m. C--ZZ. - -0Y P.m. Requester: Phone No: ElApproved per applicable codes. D Corrections required prior to approval. COMMENTS: --.ls.1- e,e; - c. 3CJ Q 6 „,i) _ kit (ya- rLz.:1 • tor: __w Date: .00 REINSPECTION FtE REQUIRED. Pgior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: g INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit D0-- ! bq Project: aree r ducaf +oh Type of Inspection: gimlet Address: 655 A P Yv Date Called: t q_ D Special Instructions: Date Wanted: o 9 . t/ p.m. Requester: r +e V Gar re +1 Phone No: 206-423-769-0 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: Date: 7.00 REINSPECTION F E REQUIRE6. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSP ON NO. CITY OF TUKWILA 'BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dog-46g (206)431 -3670 Project: freer Eckwaiion Type of Inspection: neam1h Address: ! �S A P W Date Called: q --7- 04 Special Instructions: Date Wanted: q -1 -o4 Requester: sieve Garrett Phone No: 206 .- '7 23 -1 b 140 I7: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 11157- cx, cfile2 i6t-f e fre7/24/1;',711 Wa --2s�y Date: to inspection, fee m st b Ej $47.00 REINSPECTION FEE REQUIRED. Prior p be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address;,55 +fr j Date Called: Special Instructions: Date Wanted;,, Requester:' Phone No: ppproved per applicable codes. Corrections required prior to approval. COMMENTS/ 1)45z/4 J,�a►� kw 714,V1 r-0 ��- 22) 64- e1 (p2.54 Inspector; Date: , $47.10 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Lleas . . . . . . . . . . . . .. ,. 1. . . INSPECTION RECORD Retain a copy with permit Doi+ -i bq CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT Project: C E C Type of Inspection: �rQiml 0 Q Address: b5 Y .� An OYp P,K W Date Called: �.1 S - 16 -04 Special Instructions: Date Wanted: - ! , O €.'-'" p.m. Requester: Steve Gc rve 1 i , Phone No: W6-423-7640 f4Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /J C. 4/i� / /3/2/1:)- ‘)/V1'-- Date:J Inspector: /� �7 17 $47.1 QRE4 SPECTI f FEE REQUI ED. Prior to inspection, fe must be paid at 6300 Southc-nter Blvd., Suite 100. Call to schedule rei spection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 Pr ject: 6 . . t4 /e,i1, f e-�, ca m ' Type of Inspecti : • 7%%f A mess A,,, o,p4 t Date Called: V F//// j Special Instructions: 1 , 105-5 Date Wanted: a.m. �f�ZQ p.m. Requester: [� �f ... Phone No: 736-- 1;/4'2 ftkpproved per applicable code Corrections required prior to approval. COMMENTS: 7 /' /c / ) L Li7f.v.-- ‘-~i nspector, 4.- TIt./.d1i Date: $47.00 REINSPECT! • FEE REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: , ■ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 tjettAw TA whorl Type of Ins ti r? 1...„3 Address: c1611e1 -6- ' 5 to Called: . ( Q4lbq Sial Instru ti Date Wanted: I ii.i)!r ta:mJ Reque r: p -'" fro Pho N CP -- 4 -7@ . , 0...... Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto Date Ei $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter 81v4., Suite .100. Cali to schedule reinspection. Receipt No.: Date: Fireproofing Aggregates Shotarete Concrete Masonry Asphalt Roofing P i l i n g S t e e l S o i l s W o o d September 22, 2004 File: 04 -240 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: reer Education rk West RECEIVED SEP 2 3 2004' COMMUNITY DEVELOPMENT A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our inspection report is attached. 1. Structural steel erection -on site welding and high strength bolting To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. adeo-J Kimberle Anderson President cc: Washington Holdings -Ron Greene Turner Construction -Steve Lamar City of Tukwila Building Department -James Dunaway Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Field Report 9 Inc: A e. N E P llor 05.20 42581 582 ax; 2881! Client: Washington Holdings 600 University St. #2820 Seattle, WA 98101 -2382 Contact: Ron Greene Report Number: 115823 Project Number: 04 -240 Permit #: D04 -169 Project Name: Career Education Address: 655 Andover Park W. Date: 9/8/04 Time: Temperature: Location: 2nd Floor at grid lines 7 and 9 Inspected erection bolting and welding of the new support beam structure for the movable partions. Found it to be according to plans, all bolts appear to be fully tightened. See attached copies of sketch form Seattle Structural and page 53020. (Also, noted that these welds are as called for on said sketch, being visually acceptable per AWS.) Distribution: Distribute Client k' Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner ❑ Distribute Municipality El Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Stevens, Phil Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden aM�+iu; <,:� #tirKy t;rL „S;�ii 4,0;.44-.z 1 3c1.3.t. t. tt tr ttAra 1 Lnc _ . FRX HL). : 2C.36-343-3013 ••-----• PIA . 12 20.i 09: laSRP'l • . ,••-• a e •.• ! 2. 4v \I:a Tr, St-4 Mare; I aS -nom A164..2 krre-"F: bioe..E."5 .AR.E c!caexe- 0, Le41 To i F/x 14-,32,11,16,4 r( ill c 5i 7.; fil titt ClIiIVC1111P. :45 ttotribittittzt,':otzte 74 :;1 ti fA101-1'.131 ',..ttAtti•":ttIne uhrys ttprotll:Wtitt: ; I DESIGNED irf: • :.;cAtt: ,,EJ. !Y,VG: • ";.. i•, • I. .•..I r :1 From: Pr.:i,! R.,,wlak il Prol No.: P40) ii 'ii r FrOji'.1Ct.! CD::: 1-(14(ittici Pilf titit_IN '11.,tIppr.)1-:,:; . ... Fie; Steel be:.ini o, ,.., .... *... ..... i. J11 • ;.; • J. I, Qed I e! • h J tat Me m o ra rid u Fri TI:pr C.:Tarrei Datel Allgu{ 31. Ti e; c.ohrlof:tion$ ui la W12 1731rts o man gio-latii booms weir 01).sory4;(j kitninfj a VISII or; 8123/04, Nit;PN fr-d.):, were odde(.1.:-.1na vstii.diclf.Y.:1, per SK oil the et id hoar tu part;Tion tt 'far exte, of ME: be-an) was 1.velded to the existit !:;heac tab without ti.w. aficittional Thr-: anear tab is weicio:t ca Ihrov ::sicittn to the.- 1,:.earn web, traVe. re‘iiowed the connector) for Ole far t:Ind of the boam ah(1 7)nci the: c.orinec;linh U you have. .)fly question, oleaso Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e l S o i l s W o o d September 22, 2004 File: 04 -240 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Career Education Address: 655 Andoyerj' k, West RECEIVED SEP 2 3 20011 COMMUNITY DEVELOPMENT A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our inspection report is attached. 1. Structural steel erection -on site welding and high strength bolting To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, -A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President cc: Washington Holdings -Ron Greene Turner Construction -Steve Lamar City of Tukwila Building Department -James Dunaway Tel: (425) 881 -5812 Fax (425) 881 -5441 •7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 mum !i:eatt.1 5trur,AtAraI Inc SealteL, _ \Structural Fax Transmisslon 1411 1 ourth Moue, St.;ite 1. Seottle, Viaslitngton 92101-223 1,2%) 343-3000 phone (?09)343.3013 lax To Stove Ciarrott Fax 575-021 g FT01111 rote piwI Data: gust 31,2004 "WA. elt.r..)....** ..^."..■•■•■•• rralcot: Career Ed. Corp. Rai Connootion Deteil cc; Dernirk.H@Inie 624-1b25 Proj No.: P4010 Pages: _,Z# Scott Lamar 505-6601 Settled &WU covor theot for $K-2 SK-7 h9(10 tid mIr mvigirirlo for refitroorn ranovration, Pit-Aliattf COI if yoU Mv gitly ))Z C4 /1-19-.4" AUG 31,2004 12:49 206 3 4 3 3013 • - • - • • - • 4 RECai'iVED --92004 BUILDING DEPARTMENT RECEIVED SEP - 0 2004 BUILDING DEPARTMENT Page 1 lt:t.lj }:fir FWM AUG 31,2004 12:49 STRUCTURAL DETAIL PACKAGE for CAREER EDUCATION CORPORATION 655 Andover Park west Tukwila, U11A RESTRQOM RENOVATION August 25, 2004 $125)n Seattle 'StrvctvrI 1411 fourth Avenue, Suite 760, Seattle, WA 93101.2231 205-343-3000 phone 266.34?.-3013 fax Seattle Structural Project No. P4010 206 343 3013 vi' fry 23024 n, Page 2 z z re w JU 00 (no' J w0 u_a CO `— W ?� 1--0 z�-. w 30 U D w LU U LL- 0. wz U =: OH z FRlOt-I : Seattle Structural Inc fax Transmission FHX Hu. : 206- 343 —. U 3 Hug. 26 2U04 t7 : 23H1 I 1-1 Seattle SucrI 14n 3 fourth Avenue, Suite 150, Seattle, Wesnington 98101-223 (206) 343 -3000 pnona (206) 43.3013 fax Z To: Steve Garrett Fax: 575-20-1;9 2 -j Z. From: Pete Pewlak Date: August 25, 2004 U O M Project: Career Ed. Corp. Proj No.: P4010 W = Re: Connection Detail Pages: 2 NIL• O cc: Dominic Hainje -- 624-1525 Scott Lamar — 505-6601 a2a L SK-2 — SK-7 d Hw Shoring and framing revisions for restroorn renovation. ? F. HO Z I--, Please call `if you have any questions. W uj Dp U O —. O 1- W W. • UZ -O . z. r0 O AUG 26,2004 07 :51 206 343 3013 Page 1 Z FROM. : Seattle Structural Inc z 1st & 2nd FLOOR CEILI 0 Z w � _ 00 OC QZ u Y cc tai 11- OLL1z Z C!) < FAX I•II:1. . 206—:S4.3-3013 4x12 HEADER Aug. 26 2004 0 7 : 24AM P2 0) L /�,.,�• 0 0 u) 4 • • L • SK5 0 • •;:1 W L Seattle Structural Seattle Strv:10:1 P$ InC. civil aria sin:ctural Engineering 1411 Fourth Acanuc, Euita 760 $87ttlo, VIA 08101 -2211 206 -343 -3000 phone 206 - 343 -3013 fax RESTROOM RENOVATION CAREER EDUCATION CORPORATION Tukwila, Washington South Center Corp square DRAWN AY: KB DGSIGNF-DRY: FPP UAT.. 08/25/04 ( »AWING a SK2 SCALE: X4"=11-0" AUG 26,2004 07 :51 206 343 3013 r;�r UW'J Page 2 FROM : Seattle Structural Inc F-i l•tu. . 206- :S43 -Au17) 0) Au 9. 26 2004 07:241-1M P.J ccc J lL LI- 0 Q 0 LL SK5 -- -, - --- Seattle Srrucrura! SeattI $trunira I'$ la. Civil and Structural Engineering 1411 routth Amur, Suitt: 760 Seattla, WA JR101 -2231 206 -343 -3000 phone 206 -343 -3013 fax RESTROOM RENOVATION CAREER EDUCATION CORPORATION Tukwila, Washington South Center Corp Square DRAWN BY. KB DESIGNED r"; l' PP DATE; 08/25/04 DRAWING SK3 SCALE: , n )1"-1 4 —-0 REF DWG: AUG 26,2004 07 :52 206 343 3013 Page 3 FROFI: Seattle Structural Inc ROOF FRAMING PLAN FAX HU. : 206-343—M.3 Aug. 26 2004 u7: 2 °.I -lM I -'4 zw R 0 cr)� oz L M1 c u' w 0 Owz z d 0 z O 0) cP CD • SK5 Immo Seattle Structural Seattle Slit:cwral PS the. Civil and Structural fneineerinE I411 Fourth Avenue, Suite 160 Seattle, WA 98101 -2231 206 - 343.3000 phone 206.343.3013 fax RESTROOM RENOVATION CAREER EDUCATION CORPORATION Tukwila, Washington South Center Corp Square AUG 26,2004 07 :52 206 343 3013 ,rlRAWN EY: KB DESIGr Dr3Y: FF'N DATE; 08/25/04 DRAWING t? SK4 SCALE: Y4" =t-0" REF DWG: Page 4 FPU['1 : Seattle Structural Inc ROOF LEVEL Frix h10. . 2CI6 -343 --3013 4x12 HEADER 2nd FLOOR LEVEL SK6 Aug. 26 2004 07: Ut=1M F'.1 �.., (E)ROOF 1 ,-- FRAMING 4x12 HEADER SK6 GROUND FLOOR NOTE: SEE SK7 FOR SHORING AND FRAMING NOTES ��— (E) 2x 6x6 I I N. (E) 2x I I I(I NEW RESTROOM I-' WAf..L BEYOND II .T,fi ADJUSTABLE III _ PIPE SHORE 111 SHORING LOAD 1 7 4 - - - . 1 1 1 = 38001 ''.------"-------- 4x12x2' -0" SECTION Seattle Structural Seattle Structural PS Inc. Civil and Strutural Ent:U.40rin2 1411 Fond!! Avenue, Suite 760 Seattle, WA 98101.2231 206 - 313 -3000 phone 206.343 -413 fax AUG 26,2004 07 :57 RESTROOM RENOVATION CAREER EDUCATION CORPORATION Tukwila, Washington South Center Corp Square DRAWN BY: KB nRSIr3NEDSY: FPP DATE: 08/25/04 DRAWING it SK5 SCALE: /n1 ' -08, REF CeivG' 206 343 3013 Page 1 FF<OPl : Seatt le Structural Inc (2) SDS %x3 FAX AU. : 206- 343 -3013 Au 9. 2G 2004 fl ?::::;UHII I'2 (E) BLOCKING NOTE: SEE SK7 FOR SHORING AND FRAMING NOTES 1%" MIN ��_ DETAIL '— TYP JOIST W/ LAP Seattle 5ealtandStauto Civil and Ciruclu 1411 Fourth Avenue, :tattle,YWA98101-2231 206 -343 -3000 phone Struc Ural Structural rslnc. al Engineering Suile 760 206 -343- -3013 f � RESTROOM RENOVATION DRAWN BY; KB DRAININGa K6 pESIGNF.flfll': rPP CAREER EDUCATION CORPORATION Tukwila Washington , South Center Corp Square t7ATE: 08/25/04 SCALE: 1 t f ^��^p� REF DWG. AUG 26,2004 07:58 206 343 307.3 Page 2 1 FROM : Seattle Structura I Inc FHA: 1 U. : 206-:3413-.3013 Aug. 26 21304 u7: 511-1M p3 SHORING AND FRAMING NOTES CONTRAC FOR SHALL VERIFY EXISTING CONDITIONS AND COMPLETENESS OF SHORING INSTALLATION PRIOR TO REMOVING EXISTING LOAD BEARING WALLS AND HEADERS. JOIST TO JOIST CONNECTION PER SK -5 SHALL BE INSTALLED PRIOR TO DEMOLITION. THE NEW RESTROOM WALL IN THE ALCOVE SHALL BE CONSTRUCTED TO SUPPORT THE CEILING JOISTS PRIOR TO DEMOLITION. SHORING OF THE SECOND FLOOR FRAMING SHALL BE COMPLETE PRIOR TO SHORING THE ROOF FRAMING. PIPE SHORES SHALL ALIGN VERTICALLY BETWEEN THE FIRST FLOOR AND SECOND FLOOR FOR DIRECT LOAD TRANSFER. NEW HEADER SHALL BE SUPPORTED AT EACH END AND TWO INTERMEDIATE POINTS. SHORING SHALL BE INSTALLED ON THE RESTROOM SIDE OF THE CORRIDOR WALL AS SHOWN. FLOOR AND ROOF SHORING SHALL BE LOCATED WITHIN 30" OF THE CORRIDOR WALL. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED TO PERFORM HIS WORK. FRAMING 6X6 No. 1 DOUG -FIR 4X12 No. 2 DOUG -FIR 4X4 No. 2 DOUG -FIR Seattle RESTROOM RENOVATION DRAWNOY: KB DPAtitiiraGn S K7 DESIGNEDHY: FPP Seattle St�ucturdlPSInc. Civil and StnuctuivlCngineering 1411 Fcurth Avenue, Seattle, WA 08101-2231 206. 343.3000 phone Structural Suite 760 206 - 343 -3013 fax CAREER EDUCATION CORPORATION Tukwila, Washington South Center Corp Square DATE. 08/25/04 sCALE: NA REF DWG: AUG 26,2004 07 :59 206 343 3013 Page 3 FILE COPY STRUCTURAL CALCULATIONS for CAREER EDUCATION CORPORATION 655 Andover Park West Tukwila, WA May 21, 2004 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 012004 City Of BUILDING DIVISION Sefflfle Structural 1411 Fourth Avenue, Suite 760, Seattle, WA 98101 -2231 206 - 343 -3000 phone 206 - 343 -3013 fax Seattle Structural Project No. P4010 EXPIRES 12/10/ Q1- cIT ROF TOKWII MAY 21 2004 PERMIT CENTER Design Criteria: 1997 UBC Seismic zone 3,ap =1.0, Rp = 3.0, Ca =.36, Ip = 1.0 Roof DL =10 psf Roof Snow Load = 25 psf Partition weight ^-10 psf (actual is 7 psf) Design supports so total deflection does not exceed 25 psf Track is suspended from supporting structure with 3/8" threaded rod Track is braced to roof structure for design seismic loads Deflection of main glu -lam beams exceeds allowable, therefore independent structure is provided. Seattle structural 1411 Fourth Avenue, Suite 760, Seattle, WA 98101 -2231 206 - 343 -3000 phone 206 -343 -3013 fax Seattle Structural Project No. P4010 Seattle Structural BY DATE s-e -of PAGE i I ! I ! i______. I PA -br ) 1 I 1--%, /0 e --'' 1 ____i ! , ...I a' A , ! 1 ,_ 1 7- I . Ail e = - xl /2s - P . 10.eli I L 66481 ?&Q_ppo.AT 1 1 L oF..,,_trid,vg _-_- 360 7,s'4PPok 7 _, 1 I 1 ! i , - GEIAmr 1,1 - j 34 1-0" , I 1 I 1 __ 1-- i 1111, (...c, A,C) /A1 FL/O3 64 /770,6--= ‘o4--, ic60 1 1 1 ! • 1 A. 4 — . C... • . • / _ 4 i . L .2 3 ' ... Ri--#CLZELO_40 - ___ritiaL-Laaa. , ' 1 I . ! = kJ I k s'. 6416) A-7i co/ ,,va r-- . I k-)',e_64 1 ,6vict-e. %IA i 1 , LA 4,2k 6.,41-- . .....AIN I I 2 , Ii, 0 ,0J 6 G,' .. -1..g.e7 tooVI. 1 BeE V ._Mc1-66 1 e 4E- N 4. x ! -/. AA14ke- Led 6r-N :71.51" .7.1r/c4 i . 11 1./-,2 .: - ibe gtEY . 44J I g _ /1040_1:-:__,Z1,4_k_L__E24_06.A)3 •=1 it 7 28 14-• 0,1 .,,Ichts" j, II' - - k 5 Z e2J.4 4, s,,,til.r Eli:: t =--- Bo 7 Fy ::: T A d , t e - )113:pc. t re 1/2i' 1-ftliA/ & /4 " S fb P = 'b 14Ax 4 7_ 1 ilazzs = 1 012,c7 .1 1 - , 2 e.."4D 6-DIE Di N E&16_,, v,/ 4>c r D4-• .2:1____fil i 4 ( , -ro c;R ., 1 1 , I Seattle Structural DATE - i3-04- PAGE • Ortf 7NRM8174V44 . •44',,k(4 icir:dx (5) T i- 1 voi__2.2. 4x , -.2- s D.04.1 6 ft* - L . ; A4111)1c 7- _ • FlaQi 1 A1 i PAdoic; I t./ LAzvaA_LL1 I .,., a I ! , 1 1 i T .., e I* A 0 Sa A- 139 L ii/4144/246H I . , .eb) A .. Q4." 6d A —k- ,167 kegfriv_) 1 -> IL-/' = 7.'3,11 iiit) 1 1 1 1 1 i A.5.5.1.4HE ie) f psf-- .14._jFoAilgool-- Atli kg/eel. i 1 1 Lt... Ak/O 2 4' .7--4.e.._.4 = /40 2_ 1 Pc-F 1P)illkt r I 1 le;4_0 I i e77--- .36-0Ei 3cp.gF x _ fitliAt_ 4"41 mr--6 'r 1 i i 1 i 1 1 mbp4.p . 6., 40 insh 138 0 1 :1W,0 Ft= 443.9 4LF-7 S44 0 I-4- 1. 14164r 1 1 i. 1 ,Edg EC ') (0/(___L-Ljpie L IQ o paz AbiAL twos. 1..,,,,4 Oxfjy- 4)03E4 l p,i.a. --r- e.s3 vb4, I A rpm...? A. 1-_,A...,., = -----, .247W`hek,b) ( oitocA *723 + ; I di 6,34S4 6 2-4Y. — i . . - )(toe 04 , + o,07 , — .r30 II < = ):5,215tri Ortf 7NRM8174V44 . Seattle Structural PROJECT e ep Tioivg BY K8 DATE 5- /3 -6 4. PAGE .40 I ii 1 0.1 (.._, „F,-,A1,..„),41. ,,o_Ali--,---) 1 . Akz- ill-- 124 - iL.• iim__., r-Ej.vo 1 . A I. I i L4Q.z N16_3.1E41 b 1r A e 6918 lecof: I i i ' - G)41) 16/, I ■ 4 4. I I L cio,/,/k2Ais A.p_. Pi - IP_JA14/ I i 1 g PA-St .A/ASZI REAYI 710 _.) i--/ 73 /0014k ;Ai, I , 1 , , 1 1 AS144 "1 ) D 1 F ibt- ;-:-.0.el ?_0'-n-z- 1 )4161/1 c4cr 1 1 AJF- It c_l 4,2 lAlittaj, Z-1.P4e)s 1 414)erb ae7eacflici 62 j 4)6 .6,. 3 6LCO OA= '1.1. 5 t# _2.___Pothi.7 tlookfv. coils- 6DA6.)16; e0/617itOrki ' 3--p. F .e 4 3 i = 1 ! , ' 1 I Yl•-• -70-0 I 1 I 1 i .7 ilo pie-P. I 1 ' 1 1 1 171i # H2-_)<' -- - 80_1_11_ i •1 I I )40 IGO 1 I ,L, • - 44 o I 1 i SelcaL;ES 7 4 )( 1'2 e 21-04 L 1 ROO. 570ke6 PAP_ rrritoA),s 11 r2.4-170 7:Si 4:-.■.-- 0-E. 1--k..Aill/ii g 1 1 1 30601,-#7.6 ;10 so It i ---4, 42OPt4 -3-I ? 1448* , ti= = 5330 * . 66,4 k , r7 ...) _1734 j_kg_0.1 t )6..a7ii' 1 9414 167 1 c 1 _ 1 1 . coei .40 Seattle Structural PROJECT d4iek 67:464n e- czmid, 2nrroi s BY k DATE 5-13-b4 PAGE 4" Tatlr"'" 4 lI I 1 , 1 1 --R-E1,44/iM - effo,vd 1 1 4 g ' • N • .2- ..//2. 4 d- 34P-b1 :4/1 I • 5,41 • . ". 5sC1,4 0 „ )4 I i 1 ! i I 1 P= 1384* + ii s-01 P 51r) , y 31 . i. P i i "7""72i------ I V r- lorlo ' 8r2t) 1116" ep rtSr--'---' { . of • f , . L [ fi P01-779,4t I 1 M----19'2.3 141 = il27.k..)41 1 I 1 1 1 .Fill r-- Fla Crtis let.t CL C■,/ 1 Ce Cs ) . d1.12_1,0 0,88 — er Icbo 1 1 1 :: 2,:f ' s' ( 5S, 4 M " l' 3 4 o ,,v > / /07 k i DrtEr-Ifin4I Fok l•lo&j tooles oAlt_il - —IS plaP s 1.5,g` -rets8:: 4.1-3-__Pt-P = 3q .4- ,P41___ G1L3 4 ( 4 3 a . .) E3 le/0)470EO. Ai+) 394 6 Tatlr"'" 4 Seattle Structural PROJECT - /AI& n s BY KB DATE s- /3-01, PAGE A t 1 I A7E12A L.- 1 il)..L..,sc1 r ea 2. p • 1 ---f- I , n 1.5_1_40E-_-2kAC / Ai 61) L 1 A '7. .,. "- as-cis Bz.6 tu Xcoir: 41 I / I-& a e e__ I Sikuimk -1 , /±E .S.S 1 __ I ik■ Fe lz: 6, oy-Oats_k i)03- 711+3 wp , • (_,r.:)) -----L-: 4. a kj P I 1 i 31-1 - 6361) (it t)) V ., 0_7 It it 4_1-4. P '.11x a Fp caL26.yd,c___?>___2A2- 0,2s kip. 1 1 1 I Tia N.S.VC0S,le- - 1 i BgAaitst6 01) ed ,6,04* 1.2.-- 72641 F/5.,--13.464 1 i 1 ri 1 Mil t Z. re, l3 1-S 4- a 111-0" x 3P-0i° LeVe,ril =-- 1 1- • 3," ---,- sly/. 1 1 P= 1-10 If i i 1.0 1 1 ; s MLitt C .F 5 r- r' L Ix I K 142, 14i.-=---- C ir= 0,04. i 16164 nej-5,2.e I k s c ! -z Oiasit- ! . 23c• #1 4514(-- da K _ 1 1 ! r . 1-0■Vea rat() 141A- - tter..5 I i i , 3co* pletiejr- 1 i So 4 7 /07E4 . _1 DIA C;Cotr4C- - I slao# 3 " K "f'!0" 4 s'.1.0 e 5 l = 132- IA 4 ik•ir I. %f- a 1 S7 Fet.' 8,517 kJ: .1p-7.157:, 1 Ar- ep,s47i 2- 1 13,11L-1 4.4e) tt, SetIe Structural PROJECT 0.,FEie Et u no doh° - bu0 /A1 7 /OiS BY kJ DATE S- ).3'o 4 PAGE L ,i17cAikL-nic J7) i I C i j 1 r AAA I,WEie.SF l i f2K '-� � 2 1;.t, 105 ,S 5'D5 % x 2..1/. V= 4IWa# V P` 4170.it/iss Are.05 - Q C2) t - I ,rare /A14 (, - PEA Ate—` /L-210# j /2- ` 762) , S i # -r 38 0 4Yc,,2 Ea,. Z046 A: i U SCieco /At £ f (54 o 2..s..-4)44. " 1 St! 2 ./),5 % x 2- %2 1 ©// P • e SIMPSON- Strong -Tie • • SCREWS The NEW SDS Screw Driver has a deep socket and magnetic tip to help provide a positive installation for the SDS Screws. See the Anchor Systems Catalog for full Titen Screw details. The Simpson Strong - Drive wood screw has a hex washer head for easy driving with a Vs' hex head socket and a low speed drill. The built -in reamer and type 17 tip cuts a hole to allow installation without predrilling. Predrilling may be necessary depending on the type and moisture content of wood. Use 5A drill bit. WARNING: Industry studies show that hardened fasteners can experience performance problems in wet environments. Accordingly, use this product in dry, interior applications only. ( Titen and SD8 only) CODES: See page 10 for Code Listing Key Chart. Titen Screw Anchors for Concrete SDSD3 /a -RB (Driver) Identification on all SDS screw heads (SDS' /4x3 shown) Titen = Dia. (in) . Drill Bit • Dia. (in) Embed. Depth (in) Critical Spacing (in) . ' Critical I Edge (in) Tension Load • . Shear Load - Code Ref. • re >= 2000 psi - (13.8 MPa) Concrete re >= 4000 psi (27.6 MPa) Concrete f'c >= 2000 psi . (13.8 MPa) Concrete Ultimate lbs. Allowable lbs. Ultimate lbs. Allowable lbs. Ultimate • lbs. Allowable • lbs. 3/46' 5/32 1 21/4 11/s 500. 125 640 160 1,020 255 46 3'16 5/32 11/2 21/4 11/8 1,220 305 1,850 460 1,670 415 1/4' - ?/16 1 3 11/2 . 580 145 726 180 - 900. • 225 1/4 '. 3 /ie 11/2 3. 11/2 1,460 . 365. 2,006. 500 1,600 • 400 Wood Screws SDS1 /4x3 US Patent 6,109,850 1.These loads also apply to masonry. . • • ' . Model' No. Description Metric Equivalent (mm) • Finish Fasteners per Carton: .. • ),..t r=Fatcfi/5outh. «' lna� Spruce -Pine -Fir ' _ AilowableLoads 4.448N Code' Ref. • - . IIoa. c _t, fJ Ilgwabie�"a�� -� =c `' „Waal Woof x14.3 '„ ,�-.• _:?:� 7 Co _';; (OE;tDF]- ;. g.;'. Wood to Wood (SPF to SPF) 14 ga to 3 ga -• •..', `:: '": ''f10 ? Shear 100 ( ) . SD8x1.25 5,E x 1'/4 Wood Screw 4.2 x 31.8 EG - - 76 - 65 0.140 170 SDS' /. x 11/2 'h x 11/2' Wood Screw 6.1 x 38 ZINC 1500 - 295 - 245 0.105 27, 96 11� SDS' /. x 11/2HDG '/. x 11/2' Wood Screw 6.1 x 38 HDG N/A - 295 - 245 1.6 SDS' /4 x 134 '/+ x 13 Wood Screw 6.1 x 44.5 I ZINC 1400 - 295 - 245 20 SDS %x 2 . • '/4x.2' Wood Screw 6.1 x 50.8 ZINC 1300 Nteiger4WWW. y.,Z - 395 • ::. SDS'/4 x 2HDG . '/4 x 2' Wood Screw 6.1 x 50.8 • HDG N/A . :..•:•` °'-, z'.:• `• /•.: • 9•, +'.:.' > - " 395 : -- SOS %x 21 1/4x 21/2' Wood Screw 6.1 x 63.5 ZINC 1100 `44.2,,,!.. 1 '.`'A :',y.`•s'c .., , 200 395 ' SDS' /. x 2'HDG '/4 x 2'k' Wood Screw 6.1 x 63.5 HDG . N/A ' ` .2-.1?' 1, '• � '.--; : 4c ?. . : 200 395 SDS' /4 x 3 '/4 x 3' Wood Screw 6.1 x 76.2 ZINC 950 ...QEr•: .)-",:.„: (Ma 200 395 - SDS3/4 x 3% 3/4 x 3W Wood Screw 6.1 x 88.9 ZINC 900 , 240 470 200 395 SDS3/4 x 41/2 3/4 x 4'fz' Wood Screw 6.1 x 114.3 ZINC 1 800 260 470 220 395 SDS'/4 x 6 '/4 x 6' Wood Screw 6.1 x 152.4 ZINC 600 1 260 470 220 395 1.Allowable loads for SDS screws are based on testing per ASTM 01761. 2. Metric equivalents are listed by Diameter x Length. 3 Zinc = Yellow zinc dichromate. 4.SDS screws install best with a low speed drill with a 3e' hex head driver. 5. Wood -to -wood applications are based on a wood thickness of 1W side member. All applications are based on full penetration into the main member. CONVERSION CHARTS Metric Conversion Imperial :: • Metric 1 in 25.40 mm 1 ft 0.3048 m 1 lb • 4.448N 1 Kip'. 4:448 kN 1 psi. 6895 Pa • Bolt Diameter in mm 9.5 12.7 15.9 19.1 22.2 1 25.4 Use these Roof Pitch to HipNalley Rafter Roof Pitch conversion tables only for hip/valley rafters that are skewed 45° right or left. All other skews will cause the slope to change from that listed. b'X -KY. n).+d iw N:rt' •H i U i l .Y'. Titen Hex Head SD8x1.25 6. These loads are for 100% duration. They may be increased per the NDS. Max Cd = 1.33. 7. DO NOT USE SD8x1.25' wood screws with structural connectors unless specifically stated in this catalog. 8. SDS requires 1W minimum penetration and SD8 requires 3 minimum penetration. 9. New tested Toads have been submitted to the Code Agencies. 10. The SDS screws with HDG finish will ONLY be supplied with their corresponding HOG or ZMAP4 connectors: CCQ, ECCQ, CBS °, CH. If Common Rafter Then Hip/Vaitey Rafter Roof Pitch is... Roof Pitch becomes... Rise/Run Slope 1/12 5' 2/12 10' 3/12. 14` 4/12" if 18' 5/12 23' 6/12 27' 7/12.' 30' 8/12 _ 34' 9/12 37' 10/12 40' 11/12 42' 12/12 45' Rise/Run Slope 1/17 3' 2/17 7' ..3/17. ;10' t. 4/17 13'• 5/17 16' 6/17 19' 7/17 22' 8/17 25' 9/17 28' 10/17 30' 11/17 33'. 12/17 35' US Standard Steel Gauge Equivalents in Nominal Dimensions Ga . Approximate Dimensions. ' '.• • Decimals (in) in •• mm • - • Uncoated Steel Galvanized ''Steel.;(G185) .(G90) .::Z • ' -MAX 3 y, 6.0 0.239 - - 7 34 4.5 0.179 0.186 - 10 . %„ 3.5 0.134 • .0.138 . 0.140 •11 y •3.1' 0.120 :'0.123 ' 0.125 12 /61 2.7 0.105 0.108 0.110 14 ye, 2.0 0.075 0.078 0.080 16 X4 1.6 0.060 ' - 0.063 .. 0.065• 18 3e,, 1.3 0:048 '0.052 , 0.054 20 y,= 1.0 0.036 0.040 0.042 22 y.,Z 1.0 0.030 0.033 0.035 Steel thickness varies according to mill standards. m eb 13 Seattle Structural PROJECT A actAriod C6k.P - 4.0hti P4Ormew BY ki3 DATE 5 - -0 PAGE /T 41■Watikit , 1 __,I 1 I . I 4<r5oSPE-A/16 1 BA I 717101 1 1 3kot-4-) ,s4-6-L ,8&-,kei. 1 1 5()/NAld 1 1 1 36 L7 31 - I - 1 Zit -0 1 -,,,........... - I rat/ - 1 k) /2 n?, 3 PF.t.-tioAltz" k" Foti 1, 6 7 k pel-LL47/eiv-:- o, 22 -2 " 2 , -o efritA r.s.-- paste /-1,A,1? q_, 1 1 /, e k fo- 1 AL le. s PA 40 12 ,ci-i- TioA imAx) ilAK P-r I ,g-6 k - 0,1 mi , Ed/A1 1 CI siedK d t ii,g6k if utArdt eit a 1 '6, .6_1(lowioA o PcP '(,561 k 1 . 7" ; .1) F 15 Cr t'e, AG' P 0 ., ( o le's f4 6 2 a .iff, , 4- cpii.o_LE 1 z3 787 c,-_,DEF‘ Earic)%V o f: elittrric____ 1 41■Watikit , City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form NAME Southcenter Corn. Square, Bldg 5,6,7,8 ACCOUNT # 09 -0055 SERVICE ADDRESS 625,635,645,655 Andover Park METER # 26406253 CITY Tukwila STATE wA ASSEMBLY LOCATION Fire sprinkler vault, N driveway, E side at FDC CROSS - CONNECTION CONTROL FOR (}Fire System SIZE 4.00" MAKE Ames ZIP CODE. 98101 -1184 LINE PRESSURE AT TIME OF TEST? MODEL 3000SS PSI TYPE DCVA SN 3JM1470 NEW? ❑ EXISTING? REPLACEMENT? ❑ INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALV PSID PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED PSID RELIEF VALVE OPENED PSID #1 CHECK VALVE CLOSED TI HT? ❑ #1 CHECK VALVE LEAKS , ❑ #2 CHECK VALVE CLO D TIGHT? ❑ #2 CHECK VALVE AKED? ❑ APPROVED AIR AP PROVIDED? RPBA PASSED'TEST? Yes ❑ ' No ❑ #1 CHECK VALVE CLOSED TIGHT? ❑ in CHECK VALVE LEAKED ?. ❑ #2 CHECK VALVE CLOSED TIGHT ❑ #2 CHECK VALVE LEAKED? ❑ APPROVED AIR GAP PROVID 4? ❑ RPBA PASSED TEST? Yes ❑ No ❑ DCVA #1 CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE CLOS • 0 TIGHT? PSID i., #1 CHECK VALVE LEAKED? ❑ #2 CHECK VALVE CLOSED TIGHT? -' D PSID #1 CHECK VALVE LE . II D? ❑ #2 CHECK VALVE C OSED TIGHT? PSID #2 CHECK VALVE LEAKED? ❑ #2 CHECK VALVE EAKED? ❑ DCVA PASSED ST? Yes ❑ No ❑ DCVA PASSED TEST? Yes y- No ❑ PVBA AIR INLET OPENED AT r]'"� PSID AIR INLET ENED AT E rr, AIR INLET FAILED TO O EN? ❑ CHECK VALVE HELD GHT AT PSID op r r w , AIR INLE, FAILED TO OPEN? CHECK VALVE HELD TIGHT AT JUN 2 4sI CHECK VALVE LE D? ❑ PVBA PASSED TEST? Yes ❑ No ❑ CHECK VALVE LEAKED? PERMIT BEN PVBA PASSED TEST? Yes ❑ No APPROVED ASSEMBLY? REMARKS TEST COMPANY TEST KIT MAKE I certify t PROPER INSTALLATION? INSPECTED BY CCS? L t 1 used WAC 246- 290 -490- TESTER'S NAME (P SIGNATURE' REPAIRED BY RETESTED BY PHONE 2&6-- 767- 5-07-(ix L- �- SN O J 0,2-C' 6 / CALIBRATION DATE 7/70-3 U-3 t Methods and Differential Pressure Test Equipment 1 P 1 CERTIFICATION# 76,7 DATE TESTED /! 3 (7 � RREC ION LTR# DOtj-163 14 s • • L CERT# 4.4DS.7 REPAIR DATE DATE TESTED 16, .La 1»N .La t'tiaulykt. +.'4v'L'MVONL I.. City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form NAME Washington Real Estate Holdings LLC SERVICE ADDRESS 625 Andover Park W ACCOUNT # 09 -0620 METER # 26896775 CITY Tukwila STATE WA ASSEMBLY LOCATION East of bldg - N. side of driveway at FDC CROSS - CONNECTION CONTROL FOR (Dire System SIZE 8.00" MAKE Ames MODE LINE PRESSURE AT TIME OF TEST? ZIP CODE 98101 -1184 3000Sc TYPE DCVA SN 3LL0163 NEW? ❑ EXISTING? REPLACEMENT? ❑ PSI INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALVE PS D PSID ❑ ❑ ❑ ❑ ❑ ❑ PSI DROP ACROSS #1 CHECK V • a VE PSID PSID ❑ ❑ ❑ ❑ ❑ ❑ RELIEF VALVE OPENED RELIEF VALVE OPENED #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED IGHT? #2 CHECK VALVE LE • D? APPROVED AIR G ' PROVIDED? RPBA PASSED TEST? Yes ❑ No #1 CHECK VALVE CLOSED T HT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED IGHT? #2 CHECK VALVE LEAKE •? APPROVED AIR GAP PR • IDED? RPBA PASSED TEST? Yes ❑ No DCVA #1 CHECK VALVE CLOSED TIGHT? ` g" PSID ❑ PSID ❑ ❑ #1 CHECK VALVE CL •SED TIGHT? PSID ❑ PSID ❑ ❑ l #1 CHECK VALVE LEAKED? r 0 #2 CHECK VALVE CLOSED TIGHT? 2: L/ #1 CHECK VALVE L KED? #2 CHECK VALVE C OSED TIGHT? #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes' No #2 CHECK VALVE EAKED? DCVA PASSED T .T? Yes ❑ No PVBA AIR INLET OPENED AT PSID ❑ PSID ❑ ❑ AIR INLET OPE 'ED AT PSID ❑ PSID ❑ ❑ AIR INLET FAILED TO OPEN CHECK VALVE HELD TI T AT AIR INLET F • ED TO OPEN? CHECK VAL HELD TIGHT AT CHECK VALVE LEA ? PVBA PASSED TES Yes ❑ No CHECK V VE LEAKED? PVBA PASSED TEST? Yes ❑ J No PROPER INSTALLATION? APPROVED ASSEMBLY? REMARKS - TEST COMPANY C TEST KIT MAKE G! /7 4/ I cert that I use TESTER'S Ni IE (PRINTED)_ SIGNATURE _REPAIRE RETESTED B INSPECTED BY CCS? C'l �: }-m �- (..L. PHONE 6.- -7,67- 5 ecrox- Z. SN 020,406' / CALIBRATION DATE -7( ?/ I-) -� 2 ass • • • , • , and Differential Pressure Test Equi ment CERTIFICATION # fL / ("Y MODEL /� PrE; 0 -490 DATE TESTED REPAIR DATE DATE TESTED Z.p /23704( 6,72.3/05/ D04 -16q City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Forin NAME Southcenter Corp. Square, Bldgs 5,6,7,8 ACCOUNT # 09 -0055 SERVICE ADDRESS 625,635,645 655 Andover Park METER # 26406253 CITY Tukwila STATE WA ZIP CODE 98101 -1184 ASSEMBLY LOCATION Fire sprinkler.vault, N driveway, E side at FDC CROSS - CONNECTION CONTROL FOR (Fire System By -Pass SIZE 0.75" MAKE Ames l_ LINE PRESSURE AT TIME OF TEST? MODEL 2000B PSI TYPE DCVA SN 000794 NEW? ❑ EXISTING? 'REPLACEMENT? ❑ LNITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALVE RELIEF VALVE OPENED #1 CHECK VALVE CLOSED TIG ? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOS TIGHT? #2 CHECK VALVE L ICED? APPROVED AIR P PROVIDED? RPBA PASSE EST? Yes PSID PSID ❑ ❑ ❑ ❑ ❑ ❑ PSI DROP ACROSS #1 CHECK VALVE PSID PSID ❑ ❑ ❑ ❑ ❑ ❑ RELIEF VALVE OPENED No #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVID 0 ? RPBA PASSED TEST? Yes No DCVA #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes /,. (7 PSID PSID ❑ ❑ #1 CHECK VALVE CLOS D TIGHT? PSID ❑ PSID ❑ ❑ y s-74 V #1 CHECK VALVE LE D? #2 CHECK VALVE C . OSED TIGHT? No #2 CHECK VALVE EAKED? DCVA PASSED T ST? Yes ❑ No PVBA AIR INLET OPENED AT AIR INLET FAILED TO OPE ? CHECK VALVE HELD TI T AT CHECK VALVE LEA ? PVBA PASSED TES . Yes PSID ❑ PSID AIR INLET 0 NED AT .. PSID ❑ PSID ❑ AIR INLET AILED TO OPEN? CHECK V,• VE HELD TIGHT AT No CHECK'VALVE LEAKED? PVBA PASSED TEST? Yes No APPROVED ASSEMBLY? REMARKS TEST COMPANY ' .2 PROPER INSTALLATION? INSPECTED BY CCS? 0 PHONE TEST KIT MAKE Ci ,'V MODEL gj , S SN( 70,2-GrL 6/ CALIBRATION DATE 7/'7 f 0 I certify that I used WAC 246 -290 -490 approved Test Methods and Differential Pressure Test Equipment TESTER'S NAME (PRINTED) /; jZi f(/LJ1J2. CERTIFICATION # 47. G)?. '7 SIGNATURE DATE TESTED REPAIRED BY RETESTED CERT # &O7 REPAIR DATE DATE TESTED 6i/a/(21/4 D04- 169 ... �.r;�a.n {Jqur.'.:�.Y+'r.�.....� ., �. nyG: y_ �+. Y.; rSTC: P.I. 1"' ��i".•t�:cl��%.",?7vy "�'�.�:x.� • I` • WASHINGTON HOLDINGS June 22, 2004 Ms. Joanna Spencer City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Letter dated June 16, 2004 645 and 655 Andover Park West Permit Nos. D04 -168 and D04 -169 Dear Ms. Spencer: RECEIVED JUN 2 3 2004 TUKWILA PUBLIC WORKS This letter is in response to your letter dated June 16, 2004 addressed to Mark Barbieri of Washington Holdings. You stated that an existing Detector Double Check Valve Assembly (DDCVA) located in an underground fire vault had failed the required annual test. We have ordered the parts and will make the repair as soon as they have been received. We are respectfully asking that this issue not hold up the issuance of the building permits for 645 and 655 Andover Park West or permit numbers D04- 168 and D04 -169. Sincerely, on Greene AVP Sr. Construction Manager RG /tb enclosure: Letter from City of Tukwila dated June 16, 2004 cc: Mark Barbieri, Washington Holdings b04 -168 pok- 169 Washington Real Estate Holdings, LLC 600 University Street, Suite 2820 Seattle,Washington 98101 T: 206 - 613 -5300 F: 206- 613 -5301 it , . 1ra� ".SSE'S721====='ria"*�al,rys.� IA INTERIOR ARCHITECTS ATLANTA BOSTON CHICAGO ��� COSTA MESA DALLAS ` \�� DENVER FT. LAUDERDALE HONG KONG LONDON LOS ANGELES MIAMI NEW JERSEY NEW YORK PHILADELPHIA SAN FRANCISCO SEATTLE SILICON VALLEY WASHINGTON, DC PIER 56 1201 ALASKAN SUITE 201 SEATTLE, WA 98101 206624.4344 206-957.0707 FAX seattle .contact @interiorarchitects.com www.inIeriorcirchitecls.com May 21, 2004 Mr. Ken Nelson Senior Plans Examiner Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: 655 Andover Park West Tenant Fit Up Dear Ken: Attached is our submission of construction documents for plan check review. We have used the 1997 UBC in the development of the design. It is our understanding that we ma s - _ - ' - use the 2003 IBC if there are special circumstances. The 2003 IBC wi be enacted in Tukwila before construction is complete on the project. Section 1014.2.1, Exception 2, indicates that a "building equipped throughout with an automatic sprinkler system in accordance with Section 903.1.1 or 903.3.1.2, the separation distance of the exit doors or exit access doorways shall not be less than one -third of the length of the maximum overall diagonal dimension of the area served." On the First Floor we have two rooms with doors less than one -half, but more than one -third that diagonal dimension. Those rooms are Drafting Lab 103 and Pattern Lab 112. We have a corridor condition that limits access to these rooms. Drafting Lab 103 is housed in a peninsula -like extension of the building. We are only able to reach the space from inside the building by a single door. We are proposing a new exterior door which will allow occupants to discharge directly into an exterior courtyard. Other locations involve eliminating landscape areas. Exit doors from Pattern Lab 112 discharge to a corridor that is immediately adjacent to the exit stairwell. We are limited, in this case, by the length of an exit corridor that must connect the stairwell and central corridor. Thank you for considering our petition. If you have any questions or comments, please do not hesitate to call me at 206 264 9195. Sincerely, Mark Gribbons c, r OFT;,KW4 A MA r 2 2004 PERM11' cENrER 1)O4-169 June 24, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Mark Gribbons Interior Architects 1201 Alaskan Way, #201 Seattle, Washington 98101 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -169 Career Education — 655 Andover Park West, Suites 100/200 Dear Mark: This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Public Works Department. At this time, the Building, Planning and Fire Departments have no comments. Public Works Department: Joanna Spencer, at (206) 431 -2440, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision 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, please contact me at (206) 433 -7165. Stefania Spencer Permit Technician encl xc: File No. D04 -169 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS Z ~w r4 2 _io DATE: June 15, 2004 v co o u) Ii1 I PROJECT: Career Education (Bldg 7) J 1--- W0 PERMIT NO: D04 -169 2 u_a PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding c d .\(t) the following comments. 1- _ Z~ 1- 0 Z I- 1) In accordance with Washington State Department of Health guidelines for Group A Public Water g D uj Systems, Public Works has implemented a cross - connection control program to protect the public v 0 water system from contamination via cross connection. The program requires elimination or control OD of any cross - connection between the distribution system and a consumer's water system by the w w installation of an approved backflow device.. Since this project includes alterations to the existing 1 plumbing system, the entire plumbing system must be brought up to the current standards as set "-- z forth in the Uniform Plumbing Code including installation of an approved backflow prevention on v the fire line, irrigation line and the water supply to the building. The City has determined that there o � are no deficiencies on the irrigation line, however, a deficiency exists on the domestic water Z supply line and fire line. a) Domestic Water 2) A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter located in the landscape area along Andover Park West. Location at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box or equal freeze protection enclosure anchored to a concrete pad. A power supply shall be provided for the Hot Box. b) Fire Line Both buildings, 645 & 655 Andover Park West are tied to the same fire system. The existing Detector Double Check Valve Assembly (DDCVA) located in an underground fire vault has failed the annual test. Please have the device retested and submit the test results to Public Works. Please note that a separate letter was mailed to the building owner addressing trhese issues. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for domestic water backflow installation or a bond for 150% of the design and installation cost of subject backflow device together with a letter stating the installation by a certain date. `''r'P'RT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -169 DATE: 06 -24 -04 PROJECT NAME: CAREER EDUCATION - BLDG 7 SITE ADDRESS: 655 ANDOVER PARK WEST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision #after /before permit is issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works $ ,®,r Structural ❑ Permit Coordinator Aor LYIAAJ '7 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -29 -04 Complete [".J Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -27 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc 2.28 -02 ya.F vttt:+, PERMIT COORD COPY n4, :...w�a ,.ea ww ., PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -169 PROJECT NAME: CAREER EDUCATION SITE ADDRESS: 655 ANDOVER PARK WEST DATE: 05 -21 -04 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #_aftertefore permit is issued DEPARTMENTS: Buildi�dl�ivis' lon Public Work Ji "d 64-19cf 02. CPC 5x-41 Fire Prevention al Structural ❑ a h ' i �'� -tot PI ing ivision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -25 -04 Complete Comments: Incomplete Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -22 -04 Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW, Staff Initials: ZeS Documents /routing slIp.doc 2-28-02 -Yv PERMIT COORD COPY City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ( (2 ( 04 Plan Check/Permit Number: ) DIA - ( , 9 0 Response to Incomplete Letter # jg" Response to Correction Letter # / 0 Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner Project Name: lJ' J k. ea. EJ LC C4 TI 0 N Project Address: 6 SS A-? W Contact Person: ? /1z, Clem P/3 eu_ Phone Number c2-5 ,C-- 064,3 Summary of Revision: -P>' P(t ✓ in meA47 S &fri.aps -e-ei e S (5Q k74 ow Ass y T gt ,e-e/0 01-/ 0 l 6 4i4-- / 1_J on Cion - es 176 w,.• aA-t-c ' «2 s'- er.8Li-Ki e, PIO f rd!' ! k ybiJ o �t 6./2.1/0:. PGJ a9_ Olt ' OP kb ,4,? (141144 p j /I' ttr C.1/' C�: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Yitsr yf Entered in Permits Plus on 08/06/03 kasi4'�tL'x= r //Non-Residential /' Sewer Use Certification King County Department of Natural Resources and Parks (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type Owner's Name (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Property Street Addres i a City, State, ZIP Owner's Phone Number Owner's Mailing Address (if different fro -bove) %■.09Jlat +�i11 I)♦ii_ .1 .I 2-0 b1ot Property Tax ID # Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District Date of Connection Side Sewer Permit # or Property Contact Phone # ( ) Demolition of pre- existing building? O Yes 0 No Type of building demolished Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 A Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush vaive, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 " 0.4 Water closet, tank or valve, 1.6 GPF 6 3. Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE 0 e Rev.1 /03) White — King County B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B d 1 � Cc, RCE f 17y /r T(lhWll 4 MAY 21 4 (i PERMIT DENT RCE I certify that the information gi en 11 orrZct. I n erst nd that the capacity charge levied will be based on this information and any deviation will require esubmission of corrected data for det-rminatio a - • capacity charge. +( Signature of Own '' �� / Representative ./ J Print Name of 0 Representative Date Yellow — Local Sewer Agency Pink — Sewer Customer r• • • ABBREVIATIONS CODE INFORMATION & or + L • t E) ACOUS. A.D. ADJ. A.F.F. AGGR. AL. APPROX. ARCH. ASE. ASPH. BD. BITUM. BLDG. ELK. BLKG. 814. BOT. B.T.B. CAB. C.B. CEM. CER. C.I. CLG. CLO. CLR. COL CONC. CONSTR. CONT. CORR. CTSK. CNTR. CTR. DBL DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. D.S.P. DWG. E. EA. E.J. EL ELEC. ELEV. EMER. ENCL E.P. EQ. EQPT. E.W.C. (E) 1ST. EXPO. EXP. EXT. F.A. F.B. F.D. FDN. F.E. F.E.C. F.H.C. AN. FL FLASH. FLUOR. F.O.C. F.O.F. F.O.S. FPRF. F.S. FT. F.T. FTG. FURR. FUT. GA. GALV. G.B. G.C. GL GND. GR. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. I.D. INSUL INT. And Angle At Centerline Diameter Perpendicular Channel Pound or Number Existing Acoustical Area Drain Adjustable Above Finish Floor Aggregate Aluminum Approximate Architectural Asbestos Asphalt Board Bituminous Building Block Blocking Beam Bottom Back to Back Cabinet Catch Basin Cement Ceramic Cast Iron Ceiling Closet Clear Column Concrete Construction Continuous Corridor Countersunk Counter Center Double Department Drinking Fountain Detail Diameter Dimension Dispenser Down Door Opening Door Drawer Downspout Dry Standpipe Drawings JAN. JT. KIT. LAB. LAM. LLKKR. LT. MAX. M.C. MECH. MEMO. MTL. MFR. MH. MIN. MIR. MISC. 14.0. MTD. MUL. N. N.I.C. NO. or # NOM. N.T.S. 0.A. OBS. 0.C. 0.D. 0.F.C.I. 0.F.0.1. OFF. OPNG. OPP. PRCST. PL P.LAM. PLAS. PLYWD. PR. PT. P.T.D. P.T.D /R Janitor Joint Kitchen Laboratory Laminate Lavatory Locker Light Maximum Medicine Cabinet Mechanical Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Masonry Opening Mounted Mullion 1. THE CONTRACTOR SHALL CONFORM TO ALL CURRENT CODES, ORDINANCES, ETC. WHICH HAVE JURISDICTION OVER THE WORK, AND SHALL RETAIN RESPONSIBIUTY FOR COMPLIANCE WITH THE LATEST REVISIONS. 2. SITI ADDRESS: BUILDING 7 655 ANDOVER PARK WEST TUKWILA, WA 98188 3. OCCUPANCY TYPE: B- OFFICE CAREER EDUCATION CORP. 2895 GREENPOINT PKWY SUITE 600 HOFFMAN ESTATES, IL 60195 847.851.7113 847.585.2676 FAX CONTACT: MICHAEL SARON 4. PROJECT T.I. SCOPE: East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Electrical Panel Equal Equipment Electric Water Cooler Existing Existing Exposed Expansion Exterior Fire Alarm Flat Bar Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cab Fire Hose Cabinet Finish Floor Flashing Fluorescent Face of Concrete Fece of Finish Fade of Studs Fireproof Full Size Foot or Feet Fire Treated Footing Furring Future Q.T. R. RAD. R.D. REF. REFR. RGTR. REINF. REQ'D. RESIL RM. R.O. RV/D. R.W.L S. S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SNT. SPEC. SQ. S.S. S.SK. STA. STD. STL STOR. STRL SUSP. SYM. North Not in Contract Number Nominal Not to Scale 5. TYPE OF CONSTRUCTION: TYPE,./C- FULLY SPRINKLERED WASHINGTON HOLDINGS 600 UNIVERSITY STREET - SUITE 2820 SEATTLE, WA 98101 206.613.5316 206.613.5301 FAX CONTACT: MARK BARBIERI ARCHITECT OF RECORD, INTERIOR ARCHITECTS PIER 56 - SUITE 201 1201 ALASKAN WAY SEATTLE, WA 98101 206.264.9195 206.624.1525 FAX CONTACT: ED HANBICKI MAKAUMEMIVI CUBELUS ASSOCIATES 325 W. HURON STREET CHICAGO, IL 60610 312.642.9600 312.642.9601 FAX CONTACT: ED ZEMAITIS CONTACT: MARK NELSON PACIFIC REAL ESTATE PARTNERS 225 108TH AVE NE - SUITE 550 BELLEVUE, WA 98004 425.974.4004 425.974.4020 FAX CONTACT: SCOTT CARTER ANTI! OR DEMER UNC HOSPITALITY 957 LANDS END ROAD FARMINGTON, UT 84025 801.447.4210 801.447.4210 FAX CONTACT: UNDA REY GREEN CONTACT: JAYNA SEAL 6. ASSESSOR'S PARCEL NUMBER: Overall Obscure On Center Outside Diameter (Dim.) Owner Furnished Contractor Installed Owner Furnished Owner Installed Office Opening Opposite Precast Plate Plastic Laminate Plaster Plywood Pair Point Paper Towel Dispenser Combination Paper Towel Dispenser & Receptacle Quarry Tile Riser Radius Roof Drain Reference Refrigerator Register Reinforced Required Resilient Room Rough Opening Redwood Rain Water Leader South Solid Core Seat Cover Dispenser Schedule Soap Dispenser Section Shelf Shower Sheet Similar Sanitary Napkin Dispense Sanitary Napkin Receptacle Sealant Specification Square Stainless Steel Service Sink Station Standard Steel Storage Structural Suspended Symmetrical 262304914308 TURNER CONSTRUCTION 830 FOURTH AVE S. SEATTLE, WA 98134 206.505.6600 206.505.6601 FAX CONTACT: JACK BEAUDOIN LICE TU- RN- EC- C237D2 (EXP 02/07/05) VICINITY MAP FLACK + KURTZ 1417 4TH AVE - SUITE 400 SEATTLE, WA 98101 206.342.9900 206.342.9901 FAX CONTACT: ALLAN MONTPELLIER - MECH CONTACT: MICHAEL PHILLIPS - ELEC INDEX OF DRAWINGS ARCHITECTURAL A -N.1 PROJECT INFO., SHEET INDEX + EXITING DIAGRAM A -N.2 GENERAL NOTES + SUBMITTALS A -N.3 GENERAL NOTES A -N.4 GENERAL NOTES 1A-0.1 FIRST FLOOR DEMOLITION PLAN 1A -1.1 1A-2.1 1A -3.1 2A -0.1 2A -1.1 2A -2.1 2A -3.1 A -6.1 A -7.1 A -8.1 A -8.2 A -8.3 FIRST FLOOR PARTITION PLAN FIRST FLOOR POWER + SIGNAL PLAN FIRST FLOOR REFLECTED CEIUNG PLAN SECOND FLOOR DEMOLITION PLAN SECOND FLOOR PARTfION PLAN SECOND FLOOR POWER + SIGNAL PLAN Ili) CAREER EDUCATION CORPORATION SECOND FLOOR REFLECTED CEIUNG PLAN PILE FINISH LEGEND + SCHEDULE ELEVATIONS DETAILS DETAILS DOOR + HARDWARE SCHEDULE SITE PLAN CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 Gauge Galvanized Grab Bar General Contractor Glass /glazing Ground Grade Gypsum Home Bid Hollow Cab Hardwood Hardware Hollow Metal Horizontal Hour Height Inside Diameter (Dim.) Insulation Interior TRD. T.B. T.C. TEL TER. T.&G. THK. T.P. T.P.D. T.V. T.W. YP. UNF. U.O.N. UR. V.C.T. VERT. VEST. V.I.F. W. W/ W.C. WD. w�o WSCT. WT. Tread Towel Bar Top of Curb Telephone Terrazzo Tongue and Groove Thick Top of Pavement Toilet Paper Dispenser Television Top of Wall Typical DEMOLITION AND CONSTRUCTION OF INTERIOR PARTITIONS, SUSPENDED CEIUNG (EXISTING TO REMAIN, PATCH & REPAIR) AND INTERIOR FINISHES. ALTERATIONS TO MECHANICAL, ELECTRICAL AND VOICE /DATA CABLING SYSTEMS ARE TO BE FILED UNDER SEPARATE PERMIT. THE SCOPE OF WORK DOES NOT INCLUDE ALTERATIONS TO THE EXISTING BUILDING ENVELOPE. LOT 3 THAT PORTION OF THE 1 AST 1/2 OP TEE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTIG,N 2b, TOWNSHIP 23 NORTH, RANGE 4 EAST, T.M., DESCRIBED AS FOLLuw8 COT'D4,13NCZNG AT THE NORTHEAST CORNER OF SAID FAST 1/2 WHICH IS N88°05. 42"H AL CMG THE NORTH LINE OF SAID SOT1TRRAST 1/4, ADMAN= OF 2,339.34 FRET FROM THE NORTHEAST COMM OV SAID SOUTHEAST 1/4t ThITINCE N58005 42"W ALONG" THE NORTH L 7NR (W SAID R -ST 1/2, ,!'1 DISTANCE Or 659.34 PEST; THENCE 901147129a1 A DISTANCE OF 1023.88 FEET TO THE TRUE POINT OF BEGINNING, THENCE N1 °47' 29"E A DISTANCE OF 507.93 FEET, THENCE SS8•05' 42 E A DISTANCE OF 150.00 FEET TO A POINT ON A HORIZONTAL CURVE, TES RADIUS POINT Op WHICH 978056'48"E, 00.00 FEE?; Tim= SOUTHSASTMELY ALC SAID CURVE TERM= A CENTRAL ANGLE OF 1531'54'50* A DISTANCE O1 134.32 FEET TO TU E POINT OF REVERSE CURVE, TUX RADIUS POINT OF WHICH BEARS D52.51'38 "E, 15.00 FEET; THENCE NuitTI ASTRRLY ALONG SAID CURVE TOUCH A orsTRAZ ANGLE or 54.45' S b" A DISTANCE OF 14.34 FEET; THENCE 880•05' 42"E A DISTA CC; UK 327.05 FEET TO THE BEGINNING OF A HORIZONTAL cum, SHE RADIUS kvVINT OF WHICH BEARS S1 °54'?8 "w, 50.00 FEET; THRICE SOUTSEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89 °53' 11" A "DISTANCE ur , d .44 FEET i THENCE S1047' 29°W A DISTANCE OF 377.00 FE T Tn Tt li GINNING OF A HORIZONTAL CURVE, TM RADIUS POINT OF WEIR =ARS 1188 °12' 31 "W, 50.00 FEET; THENCE SOUTHWESTERLY .ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90006149° A DISTANCE OF 78.64 FRk'T; THRICE 08405'42"W A DISTANCE OF 3Z6.76 FEET TO THR Rivnierima OF A HOazZoNTAL CURVE, THE RADIUS POINT OF WHICH BEARS W10'541 10°E, 15.00 FEET, TIIIINCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 54645156. A DISTANCE OF 14.34 FEET TO 'PRE POINT OF RSV SE CURVE, THE RADIUS POINT OF WHICH BEARS 3564'40414'N, 50.00 MT, THERCB DOUTHWESTERLT ALONG SAID CURVE THROWN A CENTRAL ANGLE OF 118403'42h A DISTANCE OF 103.03 FEET; TBkblc::R 116901514391 A DISTANCE 01,154.72 FEET TO TIM POIlm'Z' uv BEGINNTW( . r''OITTAIWI]1G AN AitRR of 300,210 SQ . FT . MORE 48 LESS GENERAL SYMBOLS EXITING DIAGRAMS KEY PLAN ISSUE FOR PERMIT/ PRICING Issue Description 05.21 04 Unfinished Unless Otherwise Noted Urinal DRAWING NOTE 1ST FLOOR EXITING DIAGRAM N.T.S. COLUMN GRID LINE CLOUD WITH REVISION DELTA ROOM NUMBER 048012 AREA NUMBER DOOR NUMBER DETAIL REFERENCE DETAIL REFERENCE WITH ARROW WALL -TYPE BUG REFERENCE WITH CIRCLE DIMENSIONS DIMENSION CENTERLINE Pt-R 56 SE y8 •X10+ l m DR✓ W4G5 +M IMP-7.% xP'ti : �s �F ?tu4♦ APC .`= a_ NOW OF TAE £RCN C WC '+E SMrE IAA. sC 9E 3EZ JR , a.:4" M NE IIPTIF4 CONSEN" OF THE lRCH,IC- TY) law /0 DETAIL FLAG Drown DWKP/RD Ceec+. MC Owner y �. ,job No 21411500 0 ELEVATION REFERENCE DETAIL TITLE DRAWING SCALE T T T T 1 dm W - ELEVATION N.T.S. • • • • PATH OF TRAVEL • • • • • • GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND ORDINANCES ADOPTED BY THE GOVERNMENTAL JURISDICTION FOR THE PROJECT. THE SPECIFICATIONS SHALL BE SUPPLEMENTAL TO ALL CODES AND ORDINANCES GOVERNING THE WORK. IN CASE OF A CONFLICT WHERE METHODS OR STANDARDS OF INSTALLATION OF MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE CODES AND ORDINANCES THE LATER SHALL GOVERN. IT IS THE GENERAL CONTRACTOR'S RESPONSIBIUTY TO NOTIFY INTERIOR ARCHITECTS OF ANY CONFUCTS BETWEEN THESE DRAWINGS AND LOCAL BUILDING CODES AND ORDINANCES. 2. PRIOR TO BEGINNING ANY WORK, G. C. SHALL. FURNISH A CONSTRUCTION SCHEDULE TO IA SHOWING THE CHRONOLOGICAL PHASES OF WORK AND ALL RELATED ACTMTIES FOR THE COMPLETION OF THE PROJECT. THE SCHEDULE SHALL INDICATE THE LENGTH OF TIME FOR EACH PHASE, START AND COMPLETION DATES OF PHASES, INCORPORATE ALL CRITICAL ORDERING LEAD TIMES, AND A PROJECT A FINAL PROJECT COMPLETION DATE. G. C. SHALL ALSO INCORPORATE INTO THE CONSTRUCTION SCHEDULE, ANY NOTED CONSTRUCTION COMPLETION DATES ON THE PART OF THE TENANT AND TAKE INTO ACCOUNT ALL BUILDING REQUIREMENTS WHICH MAY REQUIRE "OVERTIME" OR "AFTER HOURS WORK ". 3. THE LANDLORD'S BUILDING REQUIREMENTS FOR CONSTRUCTION SHALL APPLY TO ALL WORK. IT SHALL BE THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THEM. 4. G. C. SHALL COMPLY WITH THE REQUIREMENTS OF THE LANDLORD AS TO TO THE HANDUNG OF CONTRACTORS' MATERIALS, DELIVERIES, EQUIPMENT, AND DEBRIS. 5. G. C. IS TO EXERCISE SPECIAL CARE IN THE HANDUNG OF DELIVERIES, MATERIALS, EQUIPMENT, AND RUBBISH TO AVOID INCONVENIENCE AND ANNOYANCE OF OCCUPIED TENANT AREAS OR BUILDING PUBUC AND SERVICE AREAS. 6. ALL WORK TO BE PERFORMED IN OCCUPIED AREAS OR OTHER TENANTS SPACES SHALL BE PERFORMED AS "OVERTIME WORK" AFTER BUSINESS HOURS. G.C. SHALL CONFORM TO THE BUILDING RULES AND REGULATIONS FOR SUCH WORK. 7. G. C. SHALL BE RESPONSIBLE FOR CONTACTING THE BUILDING MANAGEMENT TO DETERMINE SPECIAL BUILDING REQUIREMENTS THAT WILL AFFECT THE WORK AND WHAT CONSTRUCTION ACTMTIES ARE PERMISSIBLE DURING "REGULAR BUSINESS HOURS" AND WHAT WORK SUCH AS NOISY WORK, SYSTEM SHUTDOWNS, AND THE UKE, WILL BE REQUIRED "AFTER BUSINESS HOURS." "AFTER HOURS" OR "OVERTIME WORK" MUST BE APPROVED IN ADVANCE THROUGH THE LANDLORD'S BUILDING MANAGER. 8. G. C. SHALL BE RESPONSIBLE FOR COORDINATING WITH THE BUILDING MANAGER, ANY AND ALL SHUT DOWNS OF BUILDING SYSTEMS TO FACILITATE THE REQUIRED WORK PER THE CONTRACT DOCUMENTS, INCLUDING BUT NOT UNITED TO HVAC, SPRINKLER, ELECTRICAL, PLUMBING, DATA, ETC. "SHUT DOWN" WORK SHALL BE PERFORMED AS "OVERTIME WORK ". 9. G. C. IS TO FURNISH ALL LABOR AND MATERIALS IN SUFFICIENT QUANTITIES TO COMPLETE THE WORK WITHIN THE TIME STATED IN THE CONSTRUCTION CONTRACT. 10. THE G. C. SHALL FURNISH FIELD PROGRESS REPORTS TO IA FOR ALL PHASES OF CONSTRUCTION. 11. G. C. SHALL COORDINATE ALL WORK BEING PERFORMED. G. C. SHALL INSURE THAT ANY ONE TRADE'S WORK WILL NOT BE UMITED TO ONLY ONE PART OF THE TOTAL WORK AREA. EACH AND EVERY TRADE SHALL PERFORM THEIR INDMDUAL WORK SO AS NOT TO DELAY THE FOLLOWING TRADE. 12. G. C. SHALL BE RESPONSIBLE FOR ALL SAFETY CONDITIONS RELATING TO THE WORK AND SHALL ASSURE PROTECTION OF ADJACENT OCCUPANCIES. 13. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXITS, EXIT UGHTING, FIRE PROTECTIVE DEVICES AND ALARMS SHALL BE MAINTAINED OPERATIONAL ALL EXITS AND FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY POSTED. 14. G. C. SHALL PROTECT THE LANDLORD'S PROPERTY AND ADJACENT TENANT AREAS. ANY DAMAGE TO THE SAME CAUSED BY HIS WORK OR WORKMEN MUST BE CORRECTED WITHOUT DELAY AT THE G. C.'S COST. 15. G. C. SHALL PROTECT ALL EXISTING CORE AND PERIMETER WALLS DURING THE ENTIRE PERIOD OF CONSTRUCTION. ANY DAMAGE TO EXISTING AREAS NOT DESIGNATED FOR REFURBISHMENT BY THE CONTRACT DOCUMENTS SHALL BE REPAIRED TO ORIGINAL CONDITION BY G.C. AT OWN EXPENSE. 16. G. C. IS TO PROVIDE AND MAINTAIN SAFE AND UNINTERRUPTED USE OF MECHANICAL AND ELECTRICAL SYSTEMS IN OCCUPIED TENANT AREAS. 17. G. C. IS TO VISIT THE SITE AND REVIEW THE EXISTING CONDITIONS AFFECTING THE WORK. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS MUST BE REPORTED TO INTERIOR ARCHITECTS IN WRITING PRIOR TO START OF CONSTRUCTION. 18. G. C. IS RESPONSIBLE FOR ALL ITEMS OF THE WORK INDICATED OR NOTED ON THE DRAWINGS UNLESS SPECIFICALLY NOTED AS "BY OTHERS ". 19. G. C. IS TO PERFORM ADDITIONAL FIELD CUTTING, FITTING AND PATCHING THAT MAY BE REQUIRED TO MAKE SEVERAL PARTS FIT TOGETHER PROPERLY. 20. G. C. SHALL NOT ENDANGER ANY WORK BY CUTTING, CORING, OR OTHERWISE ALTERING BUILDING ELEMENTS WITHOUT REVIEW BY LANDLORD'S BUILDING ENGINEER. 21. THE G. C. SHALL BE RESPONSIBLE FOR REMOVAL OF ALL WORK RELATED RUBBISH AND WASTE MATERIALS FROM THE WORK AREA. G. C. IS TO PERFORM PERIODIC JOBSITE CLEANING TO PREVENT DIRT, DEBRIS, OR DUST FROM LEAVING THE PREMISES BEING ALTERED. CONTAINERIZE ALL DEBRIS, REMOVE, AND BROOM CLEAN THE CONSTRUCTION AREA AT COMPLETION OF EACH WORK DAY. UPON COMPLETION, REMOVE ALL DEBRIS AND LEAVE THE PREMISES READY FOR OCCUPANCY. 22. G. C. SHALL BE RESPONSIBLE FOR ALL TEMPORARY UGHT, HEAT AND POWER REQUIRED TO COMPLETE CONSTRUCTION. 23. G. C. SHALL BE RESPONSIBLE FOR ALL HOISTING RELATED TO THE WORK OF THIS CONTRACT. 24. THE G. C. SHAU. MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE FLOOR(S) DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. 25. THERE SHALL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED WITHOUT PRIOR APPROVAL WHERE THE TERM "OR APPROVED EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. THE G.C. SHALL SUBMIT, IN WRITING, A REQUEST TO SUBSTITUTE A MATERIAL., PROVIDING REASON FOR SUBSTITUTION, PRODUCT SPECIFICATION, AND PHYSICAL SAMPLE TO IA FOR APPROVAL., PRIOR TO COMMENCEMENT OF WORK. 26. THE G. C., UPON COMPLETION OF THE WORK AND AS PART OF THE FINAL ACCEPTANCE, SHALL SUBMIT TO IA, ALL "CERTIFICATES FOR OCCUPANCY" ISSUED BY THE JURISDICTIONAL REVIEW AUTHORITIES GOVERNING PERMITS FOR THE WORK INCLUDING IN ADDITION TO THE BUILDING PERMIT; HVAC, ELECTRICAL, PLUMBING, AND ARE PROTECTION PERMITS. 27. G. C. IS TO PROVIDE SHOP DRAWINGS FOR ALL MILLWORK AND HARDWARE. 28. G. C. IS TO COORDINATE ALL SHOP DRAWINGS, INCLUDING BUT NOT UMITED TO, HVAC, SHEET METAL AND UGHTING SHOWING ANY POSSIBLE CONFLICT WITH CLEAR HEIGHTS AND EXISTING BEAMS, DUCTS, PIPES, ETC. THAT COULD CRITICALLY AFFECT THE CEIUNG ELEVATION. 29. THE G. C. SHALL PROVIDE AT THE COMPLETION OF' THE PROJECT, A REPRODUCIBLE "RECORD SET" OF DRAWINGS (ASBUILTS) IN A FORMAT ACCEPTABLE TO THE TENANT AND LANDLORD. THE "RECORD SET" SHALL SHOW ACTUAL LOCATIONS OF' ALL CONSTRUCTION ITEMS, EXPOSED OR CONCEALED, AS DENOTED IN THE CONSTRUCTION DOCUMENTS. DEVIATIONS BETWEEN THE ACTUAL FIELD CONDITIONS AS CONSTRUCTED OR INSTALLED AND THE CONSTRUCTION DRAWINGS SHALL BE CLEARLY INDICATED AND "CLOUDED ". 30. THE TENANT WITHOUT INVAUDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAY MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE. 31. IF THE G. C. CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE THE TENANT WRITTEN NOTICE THEREOF WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS AND BEFORE PROCEEDING TO EXECUTE THE WORK. IN ANY EVENT, NO SUCH CLAIM SHALL BE VAUD UNLESS SO MADE. 32. UNLESS OTHERWISE NOTED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. ALL CLAIMS FOR ADDITIONAL WORK SHALL BE SUBMITTED IN WRITING FOR APPROVAL OF THE TENANT AND SHOULD INCLUDE A COMPLETE DESCRIPTION OF THE WORK BEING PERFORMED, MATERIALS BEING USED, THE CONSTRUCTION SPACE NUMBER OF THE AREA BEING WORKED IN AND THE AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. 33. THE G. C. SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 34. IT IS UNDERSTOOD THAT ALL BIDS SUBMITTED FOR THIS PROJECT ARE FURNISHED WITHOUT OBUGATION AND THAT THE TENANT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY PROPOSALS OR PART OF ANY BID SUBMITTED. 35. THE SUBCONTRACTORS AGREE TO INDEMNIFY AND HOLD HARMLESS THE OWNER OF THE BUILDING, THE OWNER OF THE FEE, THE MANAGING AGENTS AND EMPLOYEES OF ALL OF THE FOREGOING, AND ANY AND ALL MORTGAGES, AGAINST ANY AND ALL CLAIMS, SUITS, LOSSES OF EXPENSES BY REASON OF ANY LIABILITY ARISING OUT OF OR IN CONSEQUENCE OF THE PERFORMANCE OF THIS CONTRACT (AND /OR IMPOSED BY LAW UPON ANY AND ALL OF THEM) BECAUSE OF PERSONAL INJURIES, INCLUDING DEATH AT ANY TIME RESULTING THEREFROM, SUSTAINED BY ANY PERSON AND DAMAGE TO PROPERTY, WHETHER SUCH INJURIES TO PERSONS OR DAMAGES TO PROPERTY ARE DUE OR CLAIMED TO BE DUE TO NEGUGENCE OF THE CONTRACTOR. THE OWNER OF THE BUILDING, THE OWNER OF THE FEE, THE MANAGING AGENTS AND EMPLOYEES OF ALL OF THE FOREGOING, AND ANY AND ALL MORTGAGES OF ANY OTHER PERSON FOR ANY OTHER REASON. 36. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE THE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR ANAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 37. G. C. SHALL PATCH AND REPAIR ALL FIREPROOFING DAMAGE INCURRED DURING DEMOLITION AND /OR CONSTRUCTION. MAINTAIN EXISTING RATINGS ON ASSEMBLIES. 38. CONTRACTOR SHALL FIREPROOF, AS REQUIRED BY CODE, ALL NEW PENETRATIONS GENERATED BY THE WORK DESCRIBED IN THESE DOCUMENTS. 39. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVER REASONS, UNENFORCEABLE, SUCH UNENFORCEABIUTY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT. 40. THROUGHOUT THE DURATION OF THE PROJECT THE G. C. SHALL REFRAIN FROM ACTIONS THAT COULD LEAD TO THE FILING OF CLAIMS OF UEN BY SUBCONTRACTORS, SUPPLIERS OF MATERIALS, LABOR, SERVICE, OR EQUIPMENT, OR ANY OTHER INDMDUAL OR COMPANY SO ENTITLED UNDER THE GOVERNING LAWS AND REGULATIONS, UNLESS HE CAN SHOW REASONABLE AND JUSTIFIABLE CAUSE. APPROVAL FOR FINAL PAYMENT SHALL BE CONTINGENT UPON THE G.C. OBTAINING AND FURNISHING TO THE ARCHITECT SIGNED RELEASES FROM SUCH INDMDUALS OR COMPANIES. 41. THE G. C. IS RESPONSIBLE FOR CHECKING THE CONTRACT DOCUMENTS AGAINST FIELD CONDITIONS FOR DIMENSIONS AND ACCURACY AND CONFIRMING THAT THE WORK IS BUILD ABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE CONTRACTOR SHALL SUBMIT THEM IN WRITING TO IA. THE G. C. IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM IA BEFORE PROCEEDING WITH THE WORK OR RELATED WORK IN QUESTION. 42. DO NOT SCALE DRAWINGS. THE G. C. SHALL USE DIMENSIONS GIVEN IN THE DRAWINGS AND INFIELD MEASUREMENTS. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. 43. THE G. C. SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION AT OWN EXPENSE. 44. UPON COMPLETION OF THE WORK OR SHORTLY BEFORE, THE ARCHITECT SHALL PREPARE A PUNCH -UST OF CORRECTIONS AND UNSATISFACTORY AND /OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS, BY THE G. C., UNDER THE TERMS OF THE AGREEMENT. 45. THE G. C. SHALL INSTALL SCHEDULED PARTITIONS PER PLANS. COORDINATE PARTITION CONSTRUCTION WITH MILLWORK SHOP DRAWINGS FOR CONDITIONS REQUIRING SPECIFIC BLOCKING, SUPPORT, AND ATTACHMENT DETAILS FOR MILLWORK INSTALLATION. 46. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS UNLESS OTHERWISE NOTED. 47. THE G. C. AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATES OF INSURANCE WITH RESPECT TO WORKERS COMPENSATION, PUBUC LIABILITY AND PROPERTY DAMAGE FOR THE UMITS AS REQUIRED BY LAW OR STATED IN THE CONTRACT WHICH EVER IS GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. 48. VERIFY LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS ELECTRICAL AND COMMUNICATION OUTLETS, UGHT FIXTURES AND SWITCHES WITH THE ARCHITECT IN THE FIELD - FLOOR -CORES AND WALL -WHIP LOCATIONS RELATED TO THE FURNITURE ARE TO BE COORDINATED WITH/ BY THE FURNITURE - VENDOR. 49. THE G. C. SHALL VERIFY THAT CONFUCTS DO NOT EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, UGHTING, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCTWORK AND Dom') AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABO E EQUIPMENT QVIP' ARE PROVIDED. DEMOLITION NOTES 50. THE G. C. SHALL BE RESPONSIBLE FOR CORRECTING ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION. THIS INCLUDES BUT IS NOT UMITED TO, UNEVEN SURFACES AND FINISHES AT GYPSUM BOARD OR DAMAGED FIREPROOFING. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH ADJACENT, ADJOINING SURFACES. 51. "TYPICAL" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 52. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN. 53. FURNITURE IS TO BE FURNISHED AND INSTALLED BY OTHERS EXCEPT AS NOTED ON DRAWINGS. 54. FILE CABINETS AS SHOWN ON DRAWINGS ARE SUPPUED BY OTHERS, UNLESS OTHERWISE NOTED. 55. THE G. C. SHALL THOROUGHLY EXAMINE THE PREMISES AND EXISTING CONDITIONS. THE G. C.'S BID SHALL BE BASED ON THE EXISTING CONDITIONS, NOT WITHSTANDING ANY INFORMATION SHOWN OR NOT SHOWN ON THE CONSTRUCTION DRAWINGS. 56. ALL CONSTRUCTION DOCUMENTS ARE COMPUMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. ALL WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED THOUGH THEY ARE ON ALL RELATED DOCUMENTS. 57. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBUSHED WORK OF IA INTERIOR ARCHITECTS, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF IA. 58. SPECIFICATIONS CONTAINED WITHIN THE DRAWINGS ARE FOR THE EXPRESS PURPOSES OF SUPPORTING THE DRAWINGS AND SHALL BE REFERED TO FOR AN ADDITIONAL LEVEL OF DETAIL IN EXECUTING THE WORK. PRODUCT SPECIFICATION(S) SHALL GOVERN OVER THEIR RESPECTIVE DRAWING(S), HOWEVER, IN THE EVENT OF CONFUCT(S) BETWEEN THE DRAWING(S) AND THE PRODUCT SPECIFICATION(S), NOTIFY IA IN WRITING FOR CLARIFICATION. CONSTRUCTION NOTES 1. THE G. C. SHALL PROVIDE LAYOUT ON THE FINISHED SLAB FOR ALL PARTITIONS, TO BE APPROVED BY IA. LAYOUT SHALL BE SHOWN BY MARKING PARTITION LOCATIONS OR BY INSTALUNG METAL STUD FLOOR CHANNELS ON THE SLAB. 2. THERE SHALL BE NO VISIBLE JOINTS ON EXPOSED SURFACES OF GYPSUM BOARD WALLS. "FEATHER -OUT" TAPING COMPOUND AS REQUIRED. 3. ALL NEW WALLS ARE TO BE TAPED TO EXISTING CONSTRUCTION AND ARE TO APPEAR HOMOGENOUS WITH EXISTING CONSTRUCTION WHEN COMPLETED. 4. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FINISH, UNLESS OTHERWISE NOTED. 5. THE G. C. SHALL PROVIDE SUFFICIENT FRAMING FOR ALL OPENINGS FOR DUCT WORK AND RETURN AIR GRILLE OPENINGS ABOVE AND BELOW HUNG CEIUNGS. THESE ARE TO COORDINATE WITH THE AIR CONDITIONING ENGINEER'S AND MECHANICAL CONTRACTOR'S SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR FIRE PROOFING, SOUNDPROOFING AND VIBRATION CONTROL 6. G. C. IS TO PROVIDE METAL CORNER BEADS AT ALL OUTSIDE CORNERS OF GYPSUM BOARD PARTITIONS. GYPSUM BOARDS SHALL BE FINISHED FREE OF DISTORTIONS WITH NO NOTICEABLE TRANSITION BETWEEN NEW AND EXISTING WORK. AT COLUMNS PASS GYPSUM BOARD OVER COLUMN FACE AT CONDITIONS WHERE FULL HEIGHT PARTITION ABUTS COLUMN. 7. WHERE NEW PARTITIONS MEET WINDOW MUWONS OR PERIMETER COLUMNS A SOUNDPROOF FILLER PANEL SHALL BE USED INSIDE THE CONVECTOR ENCLOSURE OR INSTALLED BETWEEN THE COLUMNS AND PERIMETER WINDOW MUWONS. 8. WHEN PATCHING DRYWALL PARTITIONS WHERE EXISTING SURFACES DO NOT ALIGN IN THE SAME PLANE PATCH OUT ENTIRE SURFACE AS REQUIRED FOR AN EVEN, FLUSH APPEARANCE OVER THE ENTIRE WALL. 9. G. C. SHALL COORDINATE AND INSTALL SUFFICIENT BACKING WITHIN NEW & EXISTING WALLS TO PROVIDE ADEQUATE SUPPORT FOR ALL HUNG CABINETS, SHELVING, AND MILLWORK. 10. AT FULL HEIGHT SLAB TO SLAB PARTITIONS, PROVIDE ON BOTH SIDES OF THE PARTITION A MINIMUM OF ONE COAT TAPING COMPOUND FINISH ("FIRE TAPE") AT JOINTS OCCURRING ABOVE THE CEIUNG THAT ARE NOT EXPOSED TO VIEW. AT RATED WALLS ALL JOINTS OR PENETRATIONS SHALL BE FINISHED PER THE RATED ASSEMBLY DETAILS TO MAINTAIN THE PARTITION'S FIRE RATING. G. C. IS TO PLASTER, PATCH, AND RESTORE FINISHES FOR ALL TRADES AS REQUIRED. 11. ALL METAL STUD AND DRYWALL PARTITIONS SUPPORTING BUILT-IN MILLWORK AND OR CABINET WORK SHALL HAVE STUD SPACING OF 12" O.C. IN UEU OF 24" O.C. INCLUDING ALL REQUIRED BRACING, BLOCKING AND GROUNDS. 12. ALL WOOD UTIUZED IN CONSTRUCTION SHAU. BE FACTORY TREATED FIRE RETARDENT WOOD AS APPROVED BY THE BUILDING DEPARTMENT HAVING JURISDICTION OVER THIS PROJECT. SUBMIT CERTIFICATION OF SUCH TO IA AT THE COMPLETION OF THE PROJECT. 13. G. C. WILL CLEAN AND PREPARE FLOOR FOR CARPET INSTALLATION. 14. UNLESS OTHERWISE NOTED ALL HARDWARE SHALL BE SUPPUED BY THE G. C. 15. ALL LOCK SETS SHALL BE CODED AND /OR KEYED IN ACCORDANCE WITH THE BUILDING REQUIREMENTS. CODES AND /OR KEYS ARE TO BE DEUVERED TO THE TENANT PROPERLY TESTED AND /OR TAGGED. PROVIDE (3) MASTER KEYS AND (3) PASS KEYS FOR EACH LOCK. 16. G. C. IS TO FURNISH AND INSTALL ALL ROUGH PLUMBING AND HOOK -UP FOR SINK, GARBAGE DISPOSAL UNIT AND REFRIGERATOR. G.C. IS TO FURNISH AND INSTALL ALL FIXTURES (APPUANCES), U.O.N. r)014t.• 1. OBTAIN DEMOUTION PERMITS AND INCLUDE ALL COSTS IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS AND EQUIPMENT TO COMPLETE DEMOUTION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF MY MATERIAL, CLARIFY THE POINT IN QUESTION WITH IA BEFORE PROCEEDING. 4. AT COMPLETION OF DEMOUTION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS AND PROCEDURES FOR THE BUILDING. CONTACT THE BUILDING MANAGER TO OBTAIN A SCHEDULE FOR THE USE OF THE FREIGHT ELEVATOR(S) AND LOADING DOCK PRIOR TO SUBMITTING A BID. INCORPORATE REQUIREMENTS AND AVAILABILITY IN PROJECT SCHEDULE AND THE COST OF THE WORK. 5. ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, UGHT FIXTURES, (INCLUDING DOWN LIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE, IF CLEAN AND FREE OF DEFECTS, PROTECTED, STORED, AND REUSED AS DIRECTED HEREIN OR BE RETURNED TO THE BUILDING STOCK OR DISPOSED OF IF DIRECTED BY BUILDING MANAGEMENT. 6. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE. 7. THE G. C. SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBUC CORRIDORS, REST ROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 8. NO EXISTING SMOKE DETECTOR, PUBUC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBUC ADDRESS SPEAKERS AND ARE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPUSHED AS A FIRST PRIORITY, AND PER THE CONTRACT DOCUMENTS. 9. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED, REMOVED, OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. ALL EXISTING FLOOR MOUNTED OUTLETS, WHERE NOTED TO BE REMOVED OR RELOCATED, SHALL BE CAPPED OFF TO THE NEAREST JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. 10. REMOVE TO SOURCE ALL PIPES, VENTS, APPUANCES OR DRAINS NOT BEING RE -USED. REUSE OR RELOCATE ALL ABOVE CEIUNG DUCTWORK, DIFFUSERS, GRILLES, SPRINKLER PIPES OR OTHER EQUIPMENT, AS REQUIRED FOR PROPER DISTRIBUTION WITH NEW LAYOUT. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES, SERVICE OWNER OR TENANT DATA REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. 12. REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESIUENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. CAREFULLY REMOVE ALL EXISTING WALL COVERING AT EXISTING PARTITIONS AND /OR COLUMNS, AS NOTED. 14. DEMOLITION IS NOT NECESSARILY UNITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 15. EXIT STAIRWAYS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOUTION. 16. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 17. ALL REMOVED CARPET SHALL BE DEUVERED TO A CARPET RECLAMATION FACILITY PROVIDING SAID FACILITY WILL BEAR THE COSTS ASSOCIATED W/ SHIPPING. G. C. TO COORDINATE W/ IA REGARDING DETAILS. SUBMITTALS THE G. C. SHALL SUBMIT THE FOLLOWING TO IA, FOR APPROVAL PRIOR TO INSTALLATION OF SAID ITEM(S): 1. HARDWARE SUBMITTAL USTING EACH INDMDUAL DOOR SEPARATELY AND WITH IT'S OWN ITEMIZED UST OF HARDWARE. DOOR NUMBERING FOR PURPOSES OF LISTING HARDWARE SHALL CONFORM TO THE NUMBERING IN THE CONTRACT DOCUMENTS. 2. PRIOR TO CONSTRUCTION OR INSTALLATION OF ANY MILLWORK PIECE(S) SUBMIT MILLWORK SHOP DRAWINGS DETAIUNG ALL MILLWORK, MILLWORK- CONSTRUCTION CONNECTIONS, ATTACHMENT DETAILS, BLOCKING, AND MILLWORK FINISHES. 3. ENGINEERING DRAWINGS FROM DESIGN BUILD SUBCONTRACTORS INCLUDING BUT NOT UMITED TO: MECHANICAL, ELECTRICAL, FIRE PROTECTION SYSTEM, PLUMBING AND STRUCTURAL THE ELECTRICAL DRAWINGS SHALL INCLUDE SWITCHING NOTES FOR GENERAL AND SPECIALITY UGHTING AS NOTED ON THE REFLECTED CEILING PLAN OF THE CONSTRUCTION DOCUMENTS. 4. INTERIOR FINISH SAMPLES, INCLUDING BUT NOT UMITED TO: PAINT, WALLCOVERING, CARPET, CEIUNG - SYSTEM COMPONENTS, AND PLASTIC LAMINATE(S). 5. PROVIDE IA WITH A MINIMUM OF THREE (3) 8 1/2" X 11 " BRUSH -OUTS OF EACH PAINT COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPUCATION. ON -SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. 6. WHERE OCCURS, PROVIDE IA WITH A MINIMUM OF THREE (3) 8 1/2" X 11" SAMPLES OF ANY STAINS, APPUED TO THE MATERIAL(S) SPECIFIED, INCLUDING CONCRETE, PRIOR TO CONSTRUCTION OR APPLICATION OF STAINED MATERIAL(S). 7. PROVIDE IA WITH A SUBMITTAL, FOR APPROVAL, FOR OPERABLE PART TION(S), AND /OR OTHER SPECIALTY ITEM OR EQUIPMENT. •CAREER EDUCATION CORPORATION CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED JUN. 01 2o04 BUILDING DIVISION ISSUE FOR PERMIT/ PRICING issue Description 05.21.04 Date IA S E A T T L E r�ry�Fc f�v fQ 1 4KWN 4 MAY r 2004 r>� � ceNrER PIER 56 1201 ALASKAN WAY SUITE . SUIT 01 SEATTLE. WASi \JGTGN QF:01 206.264.9195 FAX ' 1525 •T004KNC ALL OIA IGS MO We TIN MATERIAL hERREM CONSPTUTE fl1E °RONAL AFC ,)NFli S►€' *OW Of THE ARCHITECT. AND THE SON MAT NOT HE CVPLICATEC uSEC. OR CISC,OSE; MITTEN CONSENT Cr THE ARCHITECT Drown DFINP/RD Check M /Ek4 Owner Acpnvat jbb N& 21411500 Sc4 GENERAL NOTES + SUBMITTALS AN -2 i 1 • • 1 • FIRE/LIFE SAFETY REQUIREMENTS 1. THE G. C. SHALL ENSURE THAT ALL EXIT DOORS SERVING MORE THAN 50 PERSONS SWING IN THE DIRECTION OF EXIT TRAVEL. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE SELF - CLOSING. 2. G. C. TO ENSURE THAT ALL DOOR OPENINGS INTO ONE -HOUR FIRE RATED CORRIDORS SHALL BE PROTECTED BY AN APPROVED SMOKE AND DRAFT CONTROL FIRE ASSEMBLY HAVING A FIRE PROTECTION RATING OF NOT LESS THAN A 20 MINUTE DOOR IN A 3/4 HOUR FRAME. DOORS SHALL NOT HAVE OPENINGS SUCH AS LOUVERS OR MAIL SLOTS. DOOR(S) AND FRAME(S) SHALL HAVE ATTACHED AN APPROVED RATING LABEL MEETING THE REQUIREMENTS OF THE PROJECT'S BUILDING /FIRE DEPARTMENT APPROVAL AUTHORITY. 3. EXITS, EXIT UGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND FIRE EXTINGUISHERS SHALL NOT BE CONCEALED BY ANY DECORATIVE MATERIALS. GENERAL CONTRACTOR TO MODIFY EXISTING FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTION. GENERAL CONTRACTOR TO CHECK FIRE ALARM SYSTEM FOR PROPER SOUND COVERAGE THROUGHOUT THE LEASED SPACE. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREA IN ACCORDANCE WITH CODES. GENERAL CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH RATING OF NOT LESS THAN 2A OR 2A1OBC WITHIN 75' -0" TRAVEL DISTANCE TO ALL PORTIONS OF THE FLOOR DURING AND AFTER CONSTRUCTION. 4. EXIT SIGNS SHALL BE CLEARLY VISIBLE AT ALL 'TIMES AND SHALL HAVE BLOCK LETTERS 6" HIGH x 3/4" STROKE. EXIT SIGN COLOR AND DESIGN OF LETTERING SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND. 5. EXIT SIGNS SHALL BE ELECTRONICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE DEDICATED CIRCUITS. SEE ELECTRICAL PLANS. THE ABOVE CIRCUIT SHALL BE PART OF THE EMERGENCY UGHTING SYSTEM. 6. PROVIDE END POINT FLAME SPREAD OF 200 AND RATING OF 75 FOR INTERIOR WALL AND CEIUNG FINISHES AS REQUIRED. RATING OF 25 FOR STAIRWELLS AS REQUIRED. SUBMIT TEST CERTIFICATION OF FINISH MATERIALS TO IA. 7. THE G. C. IS TO EXTEND OR MODIFY EXISTING FIRE UFE SAFETY SYSTEM AS REQUIRED WITHIN THE WORK AREA TO ACCOMODATE THE PLAN LAYOUT. 8. THE G. C. SHALL COORDINATE THE BUILDING AND FIRE DEPARTMENT ON FINAL INSPECTION FOR OCCUPANCY. 9. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE UQUIDS, FLAMMABLE GASES AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. SPRINKLER NOTES 1. G. C. SHALL PROVIDE ENGINEERING DRAWINGS FOR LOCATION OF HEADS, BRANCH PIPING, ETC. AND ALL WORK REQUIRED TO COMPLETE THIS PROJECT. SUBMIT PLANS TO REQUIRED AGENCY AND OBTAIN THE NECESSARY PERMIT(S) PRIOR TO COMMENCEMENT OF ANY SPRINKLER WORK. SUBMIT A COPY TO IA FOR APPROVAL OF LOCATIONS. 2. G. C. SHALL COORDINATE AND ARRANGE FOR DRAINING AND REACTIVATION OF EXISTING SPRINKLER SYSTEMS WITH BUILDING MANAGEMENT, AS REQUIRED. 3. G. C. SHALL BE RESPONSIBLE FOR TEMPORARY ARE WATCH AND ALL PROTECTIVE MEASURES REQUIRED BY BUILDING MANAGEMENT OR FIRE MARSHAL WHEN SYSTEM IS MADE INACTIVE TO ACCOMMODATE SPRINKLER WORK. 4. G. C. SHALL BE RESPONSIBLE FOR ALL FINAL TESTS AND INSPECTIONS REQUIRED OF THE COMPLETED SPRINKLER WORK PRIOR TO OCCUPANCY OF SPACE. 5. ALL SPRINKLER WORK SHALL BE TESTED AND MADE OPERATIONAL PRIOR TO CARPET AND FURNITURE INSTALLATION. G.C. SHALL. REPAIR AND REPLACE ALL FINISHES DAMAGED BY DEFECTIVE SPRINKLER WORK, AT OWN EXPENSE. 6. G. C. SHALL PROPERLY TEST AND INSPECT EXISTING SPRINKLER SYSTEM PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY LANDLORD AND IA IMMEDIATELY IF REPAIR WORK OF EXISTING SPRINKLER SYSTEM IS REQUIRED. 7. ALL BURNING, CUTTING, SOLDERING AND WELDING SHALL BE COORDINATED WITH BUILDING MANAGEMENT PRIOR TO COMMENCEMENT OF WORK. 8. G. C. SHALL BE RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS REQUIRED BY BUILDING INSPECTORS AND FIRE MARSHALL IN CONJUNCTION WITH CHANGES TO EXISTING SPRINKLER SYSTEM. 9. ALL SPRINKLER HEADS, BUILDING STANDARD TYPE UNLESS NOTED OTHERWISE, SHALL BE INSTALLED IN THE CENTER OF CEIUNG GRID. ANY DEVIATION TO THIS NOTE MUST BE REVIEWED WITH IA PRIOR TO PROCEEDING WITH THE WORK. 10. FIRE SPRINKLER SYSTEM(S) PER N.F.P.A. STANDARD 13 SHALL BE PROVIDED. 11. PLANS FOR FIRE SPRINKLER ALTERATIONS SHALL BE SUBMITTED IN THE REQUIRED NUMBER OF SETS WITH APPROVED APPUCATION, TO THE BUILDING DEPARTMENT, FOR FIRE DEPARTMENT APPROVAL PRIOR TO INSTAU.ATION. MECHANICAL NOTES 1. THE G .C. SHALL PROVIDE ALL HEATING, VENTILATION AND AIR CONDITIONING WORK AS CALLED FOR AND SPECIFIED BY THE HVAC CONSTRUCTION DOCUMENTS. MECHANICAL DRAWINGS ARE TO BE SUBMITTED FOR SEPARATE PERMIT. 2. THE G. C. SHALL BE RESPONSIBLE FOR FIELD SUPERVISION OF ALL HVAC WORK DURING INSTALLATION AND SHALL INSPECT ALL SYSTEMS FOR PROPER OPERATION AT COMPLETION OF THE JOB. 3. SHOP DRAWINGS OF DUCTWORK AND REGISTERS INCLUDING ACCESS PANELS IF REQUIRED SHALL BE SUBMITTED TO IA AND DESIGN BUILD ENGINEER FOR APPROVAL PRIOR TO PROCEEDING WITH FABRICATION AND INSTALLATION OR RELOCATION. 4. HVAC SYSTEM THROUGHOUT ENTIRE SPACE IS TO BE PROPERLY BALANCED AFTER MOVE IN. 0 LANDLORD'S DISCRETION, AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT AIR BALANCE CONTRACTOR WHO SHALL CERTIFY THAT THE REPORT IS ACCURATE. SUBMIT 2 COPIES OF THE MR BALANCING REPORT TO THE LANDLORD. 5. HVAC INSTALLATION SHALL BE COORDINATED WITH ALL TRADES AS REQUIRED. CEIUNG DIFFUSERS TO BE RELOCATED TO MAINTAIN NEW FIXTURE PATTERNS IF REQUIRED. 6. ANY BUILDING SYSTEM SHUT DOWN(S) ASSOCIATED WITH THE HVAC WORK SHALL BE REQUESTED IN WRITING BY THE G. C. AT LEAST 72 HOURS IN ADVANCE OF THE SHUT DOWN. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM AU. AUTHORITIES HAVING JURISDICTION PRIOR TO SHUTDOWN. ANY SHUTDOWN AFFECTING THE NORMAL HVAC SERVICE OF OTHER BUILDING OCCUPANTS SHALL BE DONE ON OVERTIME. 7. ALL REQUIRED LOUVERS TO THE BUILDING EXTERIOR SHALL MATCH THE EXISTING BUILDING EXTERIOR FINISHES. ELEVATION DRAWINGS SHALL BE SUBMITTED TO THE LANDLORD FOR APPROVAL PRIOR TO INSTALLATION. 8. NO EXTERIOR LOUVER OR DUCTWORK IS TO BE INSTALLED IN SUCH A MANNER AS TO INTERFERE WITH THE CLEANING OF WINDOWS OR REPLACEMENT OF GLASS. 9. THE G. C. SHALL SUPPLY AND INSTALL ALL PLUMBING ROUGH -IN, FIXTURES AND ACCESSORIES SHOWN ON ALL PLANS AND DETAIL DRAWINGS. 10. THE G. C. SHALL SUBMIT CUTS OF ALL FIXTURES, FITTINGS AND ACCESSORIES TO IA FOR APPROVAL 11. THE G. C. SHALL COORDINATE PLUMBING WORK WITH MANUFACTURER'S SPECIFICATIONS. 12. ALL RISER SHUTDOWNS SHALL BE SUPERVISED BY THE BUILDING MANAGER. NO WATER RISERS SHALL BE SHUTDOWN DURING BUILDING OFFICE HOURS. 13. THE G. C. SHALL PLAN INSTALLATION OF NEW PLUMBING WORK AND CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM INTERFERENCE WITH REGULAR OPERATIONS OF EXISTING FACILITIES. SUBMIT TO THE BUILDING MANAGER A DATE SCHEDULE FOR APPROVAL OF NECESSARY TEMPORARY SHUTDOWNS OF EXISTING SERVICES. ALL SHUTDOWNS SHALL BE MADE AT SUCH TIME AS WILL NOT INTERFERE WITH REGULAR OPERATIONS OF EXISTING FACILITIES AND ONLY AFTER WRITTEN APPROVAL OF THE BUILDING MANAGER. POWER & SIGNAL PLAN NOTES 1. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF FLOOR OUTLETS AND OTHER OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 2. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.O.N. 3. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.O.N. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. ALL COVER- PLATES ARE TO BE WHITE, U.O.N., TO MATCH NEW UGHT-- SWITCH COVER- PLATES. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL REVIEW ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 15" AFF, U.O.N. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERUNE OF COVER PLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.O.N. OUTLETS MOUNTED HIGHER THAN 27" SHALL BE HORIZONTALLY, GROUNDING POLE AT LEFT, U.O.N. FOURPLEX OUTLETS TO BE INSTALLED VERTICALLY, U.O.N. 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT, FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.O.N. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.O.N.; GANG COVER PLATES SHALL BE ONE -PIECE TYPE, U.O.N. 14. OUTLETS INSIDE AND /OR ATTACHED TO CABINETRY SHALL BE FURNISHED AND INSTALLED TO MATCH SIMILAR CONDITIONS SUCH AS WALL, FLOOR, AND THE UKE. FURNISH AND INSTALL BOX EXTENSION OR OTHER APPROPRIATE DEVICES AS REQUIRED. ADJACENT OUTLETS SHALL NOT BE GREATER THAN 6" O.C. APART U.O.N. 15. ALL POWER CIRCUITS TO BE RUN IN CONDUIT MIN. 3/4" TRADE SIZE TO MEET APPLICABLE CODES. LIGHTING & ELECTRICAL NOTES 1. REFER TO DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS FOR ALL CIRCUITING AND POWER REQUIREMENTS. THE ARCHITECTURAL DRAWINGS ARE FOR INDICATION OF TYPE, LOCATION, AND DIMENSIONS. 2. NEW, UGHTING FIXTURES ARE TO BE PROVIDED BY THE G. C. TYP, U.O.N. 3. EXIT UGHTS, EMERGENCY LIGHTING, AND ALARMS AS REQUIRED BY APPLICABLE CODES, SHALL BE PROVIDED BY G. C. 4. ALL RECESSED FIXTURES SHALL BE SET IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 5. WHERE MORE THAN ONE SWITCH ARE LOCATED TOGETHER THEY SHALL HAVE A COMMON FACE PLATTE. 6. ELECTRICAL CONTRACTOR, SHALL RE- CIRCUIT AND REWIRE EXISTING PANEL BOARD(S) AS REQUIRED IN ELECTRIC CLOSET TO ACCOMMODATE NEW POWER AND UGHTING DESIGN. 7. PANEL BOARD CIRCUIT BREAKERS SHALL BE NEATLY TAGGED AND NUMBERED TO CORRESPOND WITH CIRCUITING OUTUNED ON DESIGN BUILD ENGINEERING DRAWINGS. 8. G. C./ ELECTRICAL CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK IN ACCORDANCE WITH ANY AND ALL GOVERNING LOCAL AND STATE CODES, THE NATIONAL ELECTRIC CODE AND LANDLORD'S BUILDING RULES AND REGULATIONS. 9. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL COVER PLATES FOR ALL WALL MOUNTED ELECTRICAL AND COMMUNICATIONS OUTLETS. COLOR TO BE WHITE TO MATCH NEW POWER/ SIGNAL COVER - PLATES. 10. G. C. SHALL PROVIDE DEDICATED 20 AMP CIRCUIT AT COPIER LOCATIONS. POWER SHALL NOT BE SHARED WITH OTHER EQUIPMENT. 11. ALL WALL MOUNTED DATA AND VOICE RECEPTACLES TO HAVE 3/4" CONDUIT STUB UP AND TERMINATED 6" ABOVE HUNG CEIUNG UNLESS PROJECT REQUIREMENTS PROVIDE FOR ALTERNATE. 12. G. C. SHALL PROVIDE AND INSTALL ALL REQUIRED CLASS "E" CONTROL WIRING. ALARMS AND SPEAKERS REQUIRED BY CODE AND BUILDING RULES AND REGULATIONS. ALL CLASS "E" WORK SHALL BE COORDINATED WITH LANDLORD AND SHALL COMPLY WITH LOCAL BUILDING DEPARTMENT AND GOVERNING BUILDING RULES AND REGULATIONS. 13. ALL FLOOR CORING FOR TELEPHONE /ELECTRICAL CONDUITNG SHALL BE PERFORMED ON OVERTIME AS REQUIRED AND COORDINATED WITH LANDLORD FOR APPROVAL. 14. ALL CABUNG RUN THROUGH RATED FLOOR ASSEMBUES TO FLOOR BELOW SHALL BE IN EMT CONDUIT. PROVIDE SEPARATE CONDUITS FOR TELEPHONE AND COMPUTER CABUNG. ALL THROUGH FLOOR PENETRATIONS SHALL BE FIRE STOPPED TO MAINTAIN FIRE RATING OF THE FLOOR ASSEMBLY. 15. ALL CONDUITS SHALL BE SPACED 4" 0. C. MINIMUM AND SHALL BE PROPERLY HUNG FROM STRUCTURE ABOVE WITH APPROPRIATELY SIZED HANGER RODS AS PER NATIONAL ELECTRIC CODE AND LOCAL BUILDING DEPARTMENT HAVING JURISDICTION OVER THIS PROJECT'S ELECTRICAL CODES. 16. THE G. C.'S HVAC AND ELECTRICAL SUBS SHALL SUBMIT SHOP DRAWINGS, SPECIFICATIONS, AND CUT SHEETS COVERING ALL ITEMS FOR IA DESIGN INTENT APPROVAL PRIOR TO CONSTRUCTION. 17. ALL DUPLEX RECEPTACLES AND OTHER OUTLETS IN WALLS WITH SPECIAL APPLIED FINISHES (WOOD PANELING, CORK, ETC.) SHALL HAVE THE FACE OF THE ROUGHING BOX SET FLUSH WITH FACE OF APPLIED FINISH. SEE ELEVATIONS DRAWINGS AND DETAILS. 18. WHERE OUTLETS, JUNCTION BOXES ARE LOCATED BEHIND CABINETS, THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO THESE BOXES IF DESIGN APPEARANCE, STRUCTURE OR FUNCTION OF CABINET IS NOT IMPAIRED. WHEREVER A QUESTIONABLE CONDITION ARISES IA SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF WORK. 19. THE G. C. SHALL COORDINATE ANY ELECTRICAL WORK OR UGHTING INSTALLATION INTO CABINET WORK IF AND AS REQUIRED. 20. G. C. TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT. 21. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER AND CONTROL WIRING REQUIRED FOR THE HVAC SYSTEM. 101!1) CAREER EDUCATION CORPORATION CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED siti re4 City Of Tukwila BUILDING DIVISION ISSUE FOR PERMIT/ PRICING Issue Description 05.21.04 Dote IA S E A T T L E PIER 56 1201 ALASKAN VV At. . SLIT- SEATTLE. WAS ETON 206264.9195 rAX -- L. 5 •2004 i* Nc Ali DRAWINGS AND WOTIEN MATERIAL HEREIN CONSTTUTE 'ME JRICINAL VC .*pit# SPEC WORN JF THE ARCNIECT. MD /HE SAME MAY nor NE DuP1.cATEC. SED, ,)/ DtscloSEC U-•JL' NE 0404Th CONSENT OF DIE ARCHITECT. Drawn c 4AKP/RD Check. MG Owner Aj vi] ,bb No 21411500 Sc de GENERAL NOTES AN -3 • • • • 1 • 1 1 qt 1 a a ACCESSIBILITY NOTES ENTRANCES & EXITS 1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACIUTIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABIUTIES . 2. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR PERSONS WITH DI SABIUTI ES. 3. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACIUIY, THE ENTRANCES FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. 4. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 5. DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABIUTY TO GRASP THE HARDWARE, LEVER OR PUSH/PULL TYPE IS ACCEPTABLE. 6. MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOBS OR SURFACE-MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 7. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH 6. OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVEL 'TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABIUTY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. 8. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44* ABOVE THE FLOOR. 9. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-8 IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. 10. WHERE A PAIR OF DOORS ARE UTIUZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSMONED AT AN ANGLE OF 90' FROM ITS CLOSED POSMON. 11. WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE DOOR POSMONED AT AN ANGLE OF 90 FROM rrs CLOSED POSMON. 12. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSMONED AT AN ANGLE OF 90* FROM ITS CLOSED POSMON. 13. THERE SHALL BE A LEVEL AND CLEAR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING IS 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF 'THE DOOR IN THE CLOSED POSMON. THE LANDING (FLOOR) SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. BEVEL AT 1:12 MAXIMUM SLOPE WHERE THE THRESHOLD EXCEEDS 1/2" IN HEIGHT. 14. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 18" PAST THE STRIKE EDGE OF THE DOOR FOR BOTH INTERIOR & EXTERIOR DOORS. 15. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. 16. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED Exrr STAIRWAY, SHALL PROVIDE A MINIMUM OF 48" OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSMONED AT AN ANGLE OF 90* FROM ITS CLOSED POSMON. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 17. 'THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDMON. WHERE NARROW FRAME DOORS ARE USED, A 10* HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDMON. 18. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. 19. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SUDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTIUZED TO MEET 'THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE 'THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. CORRIDORS & AISLES 1. EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44" IN WIDTH. 2. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS TIVkN 10 SHALL NOT BE LESS THAN 36'' IN WIDTH. 3. CORRIDORS WHICH ARE LOCATED ON N4 ACCESSIBLE ROUTE AND EXCEED 200' IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 60"; HAVE, AT A CENTRAL LOCATION, A 60" BY 60* MINIMUM WHEELCHAIR TURNING SPACE OR PASSING ALCOVE; HAVE, AT A CENTRAL LOCATION, AN INTERVENING CROSS OR TEE CORRIDOR, A MINIMUM OF 48" IN WIDTH; OR, HAVE, AT A CENTRAL LOCATION, AN OPERABLE DOOR. 4. CIRCULATION AISLES AND PEDESTRIAN WAYS SHALL BE SIZED ACCORDING TO FUNCTIONAL REQUIREMENTS AND IN NO CASE SHAU. BE LESS THAN 36" IN CLEAR WIDTH. ACCESSIBILITY NOTES CONTINUED... 5. FLOORS & LEVELS: A. IN BUILDINGS AND FACIUTIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS, OR SPECIAL ACCESS UFTS. B. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, AND SUP-RESISTANT. C. CHANGES IN LEVEL UP TO X" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. D. CHANGES IN LEVEL BETWEEN %. AND WI SHALL BE ACCOMPUSHED BY MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL E. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE Ir. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. DOOR NOTES 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. HAND-ACTIVATED DOOR OPENING HARDWARE MUST BE MOUNTED BETWEEN 30 AND 44 INCHES ABOVE FINISH FLOOR. 3. THE SWEEP OF A DOOR CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSMON OF 70% THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH AS MEASURED FROM THE LEADING EDGE OF THE DOOR. 4. THE LOWER 10" OF THE DOOR SHALL BE A SMOOTH SURFACE (NO RECESS OR TRAP). 5. EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4" PER FOOT IN ANY DIRECTION FOR SURFACE DRAINAGE. 6. DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABIUTY TO GRASP THE HARDWARE (LEVER OR PUSH TYPE IS ACCEPTABLE). 7. EFFORT TO OPERATE DOORS IS WITHIN PRESSURES ALLOWED. INTERIOR DOORS- 5 LB. MAX. PRESSURE TO OPERATE. EXTERIOR DOORS- 8 1/2 LB. MAX. PRESSURE TO OPERATE. FIRE DOORS 15 LB. MAX. PRESSURE TO OPERATE. FIRE DOORS - 15 LB. MAX. PRESSURE TO OPERATE. 8. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. BEVEL (1:2 MAX. SLOPE) WHERE THE THRESHOLD EXCEEDS 1/4" IN HEIGHT. 9. DOOR OPENING IN PARTMON NOT DIMENSIONED ARE TO BE LOCATED WITH!' I 4* OF ADJOINING PARTMON. 10. ALL DOOR STOPS TO HAVE BACKING IN WALL BEHIND. 11. PROVIDE TWO DIAGONAL BRACES TO SLAB ABOVE AT DOOR AND TRIMMED OPENINGS. PROVIDE METAL BRACING AND APPROPRIATE STIFFENING TO SECURE CEILING HIGH PARTITIONS. PROVIDE STIFFENER AT DOOR STRIKE. 12. PROVIDE 16 GAUGE HOLLOW METAL DOOR FRAMES WELDED UNLESS NOTED OTHERWISE. AT RATED PARTMONS PROVIDE UL LISTED LABELED FRAMES AND DOORS AS REQUIRED FOR THE RATED ASSEMBLY. HARDWARE NOTES 1. LOCKSETS: ALL LOCKSETS SHALL BE MORTISE TYPE. STRIKES TO BE CURVED WITH BOX CONSTRUCTION AND HAVE UPS OF SUFFICIENT LENGTH TO CLEAR TRIM AND PROTECT CLOTHING. DESIGN TO BE 20 X 422. ALL LOCKS SHALL HAVE MINIMUM 1/2" THROW. LOCKSETS FOR LABELED DOORS REQUIRE FUSIBLE UNKS AT LEVERS. 2. KEYING OF CYUNDER LOCKS SHALL BE COORDINATED WITH THE TENANT REPRESENTATIVE, FOR ESTIMATE USE GRANDMASTER KEYING CHARGE. UNDER TENANT REPRESENTATIVE'S DIRECTION, KEY TO NEW OR EXISTING SYSTEM TO BE APPROVED BY THE ARCHITECT AND BUILDING MANAGEMENT IN WRMNG. FURNISH CONSTRUCTION KEY SYSTEM WITH KEYS WHICH CAN BE RENDERED INOPERATIVE BY THE TURN OF THE CHANGE KEY. STAMP ALL KEYS "DO NOT DUPLICATE". 3. FOR PROTECTION OF THE TENANT ALL LOCKS AND CYUNDERS SHALL BE KEYED AT THE FACTORY OF THE LOCK MANUFACTURER WHERE PERMANENT RECORDS ARE MAINTAINED. 4. HINGES: ALL HINGES OPEN WIDTHS SHALL BE MINIMUM, BUT OF SUFFICIENT SIZE TO PERMIT DOOR TO SWING 180 DEGREES. FURNISH TWO PAIR HINGES PER LEAF, U.O.N. FURNISH HINGES WITH STAINLESS STEEL PINS AND CONCEALED BEARINGS. SIZE USTED IN HARDWARE SETS INDICATE HEIGHT. 5. SURFACE DOOR CLOSERS: TO BE OF FULL RACK AND PINION TYPE WITH REMOVABLE NONFERROUS CASE AND CAST IRON BODY, COMPLETE WITH BOLTS AND GROMMETS. PLACE CLOSER INSIDE BUILDING, STAIRS, ROOMS, ETC. CLOSERS SHALL BE NON- HANDED, NON-SIZED AND ADJUSTABLE FROM SIZE 2 THROUGH 6, U.O.N. 6. SILENCERS: FURNISH SILENCERS FOR INTERIOR HOLLOW METAL FRAMES, 3 FOR SINGLE DOORS, 4 FOR PAIR OF DOORS. OMIT WHERE SOUND OR UGHT SEAL OCCURS. 7. SCREWS: AU. EXPOSED SCREWS SHALL BE PHIUPS HEAD. HARDWARE LOCATIONS FOR INSTALLATION HINGES: BOTTOM HINGE == 10" FROM DOOR BOTTOM TO BOTTOM OF HINGE. TOP HINGE g• 5" FROM TOP OF DOOR TO TOP OF HINGE. CENTER HINGE mg CENTER BETWEEN TOP AND BOTTOM HINGE EXTRA HINGE a 6" FROM BOTTOM OF TOP HINGE TO TOP OF EXTRA HINGE. 8. LOCK: 38" FROM BOTTOM OF DOOR TO CENTER OF LEVER OR KNOB. 9. INSTALLATION: A; INSTALL EACH HARDWARE ITEM PER MANUFACTURERS INSTRUCTION AND RECOMMENDATIONS. DO NOT INSTALL SURFACE MOUNTED RDAS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. SET UNITS LEVEL, PLUMB AND TRUE TO UNE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND AND OPERATION. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR. B; TO ENSURE PROPER OPERATION OR FUNCTION OF' EVERY UNIT, REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. • FINISH NOTES 1. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK. AU. WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUAUTY BY THE ARCHITECT WILL BE REJECTED. 2. ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT, U.O.N. 3. ALL CARPETING IS TO BE FURNISHED BY G. C., TYP, U.O.N. 4. ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SPECIFIED FINISH PER THE MANUFACTURER'S REQUIREMENTS. PAINT GRADE WOODWORK SHALL. BE HAND SAND MIRED BETWEEN COATS AND DUSTED CLEAN. ALL HOLES, PITCH POCKETS OR SAPPY PORTIONS SHALL BE SCRAPED AND SHELLACKED, OR SEALED WITH KNOT SEALER. NAIL HOLES, CRACKS OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. 5. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTMONS OR GYPSUM BOARD SHALL BE FILLED WITH PATCHING PLASTER AND SANDED SMOOTH TO MATCH ADJOINING SURFACES. 6. INTERIOR GYPSUM BOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPUCATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. 7. ALL VENEER STAINS SHALL HAVE UNIFORM COLOR. 8. EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK INCLUDING WOOD FLOORING AND MILLWORK INSTALLATION AND PROCEED WITH "TOUCH-UP" AS REQUIRED. 9. PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH-OUTS OF EACH COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPUCATION. 10. UNDERSIDE OF SOFFITS (WHERE OCCURS) TO RECEIVE A FINISH TO MATCH ADJACENT VERTICAL FINISH, U.O.N. 11. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND/OR APPUCATION OF WALL COVERINGS AND CARPET SPECIFIED. 12. PRIOR TO SITE APPUCATION, PROVIDE ARCHITECT WITH 8- X 10" SAMPLE CUTTINGS FROM ACTUAL DYE LOTS OF ALL SPECIFIED WALL COVERINGS FOR ARCHITECT'S APPROVAL AND PROVIDE EXPECTED DEUVERY DATE TO JOB SRE. 13. THE G. C. SHALL BE RESPONSIBLE FOR ALLOWING FOR DEUVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. AU. DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR RE-SPECIFICATION IF NECESSARY. 14. MODIFY EXISTING FLOOR SURFACES AS REQUIRED TO INSTALL NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 15. PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEIUNG FINISH. 16. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE. 17. WALL COVERING SEAMS ARE NOT TO OCCUR WITHIN 1 -0" OF CORNERS. APPLY FABRIC SO WALL IS DMDED WITH A MINIMUM NUMBER OF SEAMS, AND WITH EQUAL WIDTH PANELS U.O.N. 18. ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER OF DOOR, WHERE OCCURS, U.O.N. 19. WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, INCLUDING PILASTERS AND FASCIAS. 20. CEILINGS FOR PAINT SHALL INCLUDE THE GENERAL SURFACE OF 'THE CEILING, BREAKS, DRAPERY POCKETS, ETC. 21. ALL WALLS AND CEIUNGS SHALL BE PROPERLY PREPARED, SPACKLED, SANDED, ETC. TO PROVIDE A SMOOTH FINISH AND SURFACE. 22. REMOVE DaSTING WALL COVERING AS REQUIRED TO PREPARE WALLS. ALL HARDWARE AND DEVICE COVERS SHALL BE REMOVED PRIOR TO PAINTING AND SHALL BE REINSTALLED AFTER COMPLETION OF WORK. 23. ALL WALL AND COLUMN SURFACES SHALL BE SANDED, FINISHED AND PAINTED AS SPECIFIED. 24. ME G. C. SHALL, UPON COMPLETION, REMOVE ALL PAINT FROM WHERE TT HAS SPILLED, SPLASHED OR SPLATTERED ON SURFACES, INCLUDING UGHT FIXTURES, DIFFUSERS AND REGISTERS, SPRINKLER FTMNGS, ETC. 25. THE G. C. SHALL USE ALKYD BASE PAINT IN COLORS SELECTED BY IA, & SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND TWO (2) FINISH COATS OF PAINT IN COLOR AND FINISH AS SELECTED BY L. 26. THE G. C. SHALL INSTALL WALL COVERING WHERE DESIGNATED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. G.C. SHALL PREPARE ALL SURFACES TO RECEIVE WALL COVERING. WALL COVERINGS SHALL BE SMOOTH WITH NO WRINKLES, BUBBLES OR LOOSE EDGES. ALL PASTE AND BRUSH MARKS SHALL BE THOROUGHLY REMOVED. WALL COVERINGS ADJOINING WOOD OR METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY IA WILL NOT BE ACCEPTED. 27. ALL EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLED OR PLASTER PATCHED. 28. EXISTING UNEVENNESS IN ALL PARTTT1ONS SHALL BE SANDED OR CHIPPED AWAY AND SURFACES PLASTER PATCHED OR SPECKLED TO INSURE A PERFECTLY EVEN SURFACE. IA SHALL APPROVE PRIOR TO THE APPUCATION OF FINISH PAINT COAT. r--)04 I tPel • • EILIN N • TE 1. THE G. C. SHALL NOTIFY IA OF ANY POSSIBLE CONFUCTS BEFORE PROCEEDING WITH INSTALLATION. 2. FASCIAS OR ANY BREAK IN THE CEIUNG HEIGHTS CREATED BY THE INSTALLATION AND/OR ALTERATION OF HEATING, VENTILATING, AIR CONDITIONING OR MECHANICAL DUCTS, PIPING OR OTHER EQUIPMENT SHALL BE FORMED OF GYPSUM WALLBOARD ON FURRING CHANNELS. ALL CONDITIONS AND DETAILS TO BE APPROVED BY IA. 3. CEIUNGS IN CLOSETS SHALL BE OF THE SAME HEIGHTS AND CONSTRUCTION AS THAT OF ADJOINING SPACE, UNLESS OTHERWISE NOTED. 4. THE G. C. SHALL CLOSELY COORDINATE THE CEIUNG WORK WITH THAT OF THE CABINET, PLUMBING, HVAC, ELECTRICAL WORK AND THE TELEPHONE COMPANY WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 5. THE G. C. SHALL COORDINATE TELEPHONE/SIGNAL CABLE INSTALLATION WITH TENANT'S COMMUNICATIONS CONTRACTOR PRIOR TO COMPLETION OF CEIUNG WORK. 6. THE G. C. SHALL PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR UGHTING FIXTURES, REGISTERS, DIFFUSERS AND OTHER INSERTED ITEMS. 7. IN GENERAL, WITHIN EACH AREA, THE CEIUNG WORK REQUIREMENTS SHALL BE EXECUTED IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS AND AUGNING CEILING. THE FINAL CEIUNG INSTALLATION SHALL BE FREE OF ALL VISUAL DEFECTS. 8. ALL CEIUNGS SHALL BE CONSTRUCTED IN ACCORDANCE WRH LOCAL BUILDING CODES AND MANUFACTURERS SPECIFICATIONS. THE G. C. SHALL PROVIDE ALL NECESSARY LATERAL BRACING AND COMPRESSION STRUTS AS REQUIRED TO MEET PERTINENT LOCAL BUILDING CODES. 9. PROVIDE FIRE TREATED WOOD AND METAL BRACING AS REQUIRED FOR ALL MILLWORK ITEMS SECURED TO CEIUNG. 10. MINIMUM FLAME SPREAD RATING: CLASS I. MILLWORK NOTES 1. ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING. THE G. C. IS RESPONSIBLE FOR ALL BLOCKING REQUIRED; UNDER NO CIRCUMSTANCES WILL "EXTRA" WORK BE AUTHORIZED FOR EXTRA BLOCKING. 2. THE G. C. SHALL CHECK AND VERIFY ALL MILLWORK DIMENSIONS AND CONDMONS AT JOBSITE AND SHALL BE RESPONSIBLE FOR SAME. 3. IT SHALL BE THE G. C.'S RESPONSIBIUTY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDMONS UNDER WHICH THE WORK WILL BE PERFORMED INCLUDING SUCH MATTERS AS UNLOADING FACILITIES, LOCATIONS AND SIZES OF ELEVATORS, HOURS OF AVAILABIUTY, EQUIPMENT OR FACILITIES NEEDED PRELIMINARY TO AND DURING THE WORK, AND OTHER CONDMONS WHICH MAY AFFECT THE WORK. 4. ME G. C. SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE AND TO PROTECT TENANT'S PROPERTY FROM INJURY OR LOSS IN CONNECTION WITH ALL PROJECT WORK. 5. 'THE G. C. SHALL GUARANTEE THAT ALL MATERIALS AND WORKMANSHIP SHALL BE OF THE QUALITY SPECIFIED AND SHOWN AND THAT ANY DEFECT DUE TO IMPROPER WORKMANSHIP OR MATERIALS DISCOVERED AND MADE KNOWN WITHIN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE INSTALLATION SHALL BE REPAIRED OR REPLACED WITH REASONABLE PROMPTNESS WITHOUT ADDMONAL COST TO TENANT. TENANT WILL GIVE NOTICE OF SUCH OBSERVED DEFECTS WITH REASONABLE PROMPTNESS. 6. ALL CABINETWORK SHALL COMPLY MITI "CUSTOM GRADE REQUIREMENTS SPECIFIED IN *ARCHITECTURAL WOODWORK INSTITUTE QUAUTY STANDARDS AND GUIDE SPECIFICATIONS" AS PREPARED BY THE ARCHITECTURAL WOODWORK INSTITUTE, DATED CURRENT EDMON. 7. MATERIALS NOT COVERED BY THE SPECIFICATIONS SHALL BE THE BEST OBTAINABLE FOR THE PURPOSE INTENDED. 8. G. C. WILL SHIM AND LEVEL COUNTERTOPS ABOVE FILES AFTER FILES ARE INSTALLED BY OTHERS. FILES TO BE SHIMMED AND SECURED TO MILLWORK AFTER THEY ARE SET IN PLACE. G.C. TO LEVEL FLOOR UNDER FILES IN ALL AREAS WHERE ALES ARE GANGED OR INSTALLED BELOW FIXED CABINETRY. (PLASTIC LAMINATE SHIMMED AS REQUIRED AT ALE CABINET AREA). 9. ALL WOOD TRIM SHALL BE FIRE PROOF PREMIUM GRADE "B" OR BETTER, SUITABLE FOR STAINING, AND SHALL BE INSTALLED IN ACCORDANCE WITH AV/I SPECIFICATIONS. STAIN SAMPLE TO BE APPROVED BY IA. 10. ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DEUVERY. G. C. SHALL PROTECT ALL FINISHED AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE G.C. AT OWN EXPENSE. 11. ALL CASEWORK AND CABINETRY HARDWARE SHALL BE CONCEALED TYPE, TO BE PROVIDED AND INSTALLED BY THE G.C. CABINET HARDWARE SHALL INCLUDE (BUT NOT BE UMITED TO) ALL DOOR PULLS, CONCEALED HINGES, MAGNETIC CATCHES AND FELT SILENCERS, DRAWER GUDES AND STOPS AS REQUIRED. 12. COAT CLOSETS SHALL INCLUDE A STAIN GRADE WOOD SHELF WITH BANDED EDGE SUPPORTED BY LEDGERS AND A METAL COAT ROD INSTALLED AT 5'-6 A.F.F. STAIN AND FINISH IS TO MATCH IA SAMPLE. 13. ALL STAIN GRADE WOOD CABINETS SHALL INCLUDE CLEAR LACQUERED INTERIOR SHELVES AND FINISHES, AS INDICATED ON 'THE CONTRACT DOCUMENTS. 14. MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL, TELEPHONE AND COMMUNICATIONS OUTLETS AND INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED TO CONCEAL CABLES. 15. SHELVING AND OR COUIVTER WORK SHALL NOT EXCEED 3'-O WITHOUT ADDITIONAL SUPPORTS AND/OR BLOCKING. ALL END CONDMONS SHALL BE PROPERLY BLOCKED AND OR SUPPORTED. 16. ALL PARTITIONS SUPPORTING BUILT-IN MILLWORK SHELVING AND OR CABINET WORK SHALL HAVE 51110 SPACING OF 12" O.C. INSTEAD OF 24" O.C. (TYPICAL). 17. AU,. BLOCKING AND WOOD CLEATS FOR OVERHEAD CABINETS TO BE SCREWED AND SECURED TO METAL STUDS AND WOOD GROUNDS. 18. SAMPLES WILL BE REVIEWED FOR APPEARANCE AND FINISH ONLY. COMPUANCE WITH ALL OTHER REQUIRDAENTS IS THE EXCLUSIVE RESPONSIBIUTY OF THE CONTRACTOR. SUBMIT: A. SOUD WOOD EXPOSED AND SEMI-EXPOSED SURFACE OF CASE WORK AND THE FOLLOWING SAMPLES: MILLWORK; SUBMIT 3 FINISHED SAMPLES 1rX 8 1/2* OF SPECIFIED SPEOES AND CUT. B. WOOD VENEER FOR EXPOSED AND SDAI-EXPOSED SURFACES OF CASEWORK AND MILLWORK; SUBMIT 3 FINISHED SAMPLES 11.X 8-1/2* OF SPECIFIED SPECIES AND Cut ALL VENEER STAINS SHALL PIAVE UNIFORM COLOR AND SHALL MATCH IA CONTROL SAMPLE. • • CAREER EDUCATION CORPORATION CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 REVIEWED FOR CODE COMPUANCE APPROVED •JUL 0 Z004 -IWC-rrukwila BUILDING DIVISION ISSUE FOR PERMIT/ PRICING Issue Description 05.21.04 Date IA SEAT 1 LE r)P roZ,„ y 2 1 2004 PENer c4vre,i, HER 56 1201 ALASKAN SUITE 201 SEATTLE. WASHNGTON 98-01 206.264.9195 FAX 206-624.1525 • KW A, ALL DRANINGS AND WRITTEN NATERIAL HEREIN CONSn1TE 'HE ORIGINAL MD ONAJBUSHED MN OF TI# ARCHITECT. AND NE SANE MAY NO' et OuPuCATED USED. OR DISQ.OSED 111400 THE yam% CONSENT Of THE NICHITEcT Drawn DHAT/RD Cheri N.AGE1-4 Owner Approvci ick.) No 21411500 Scaie GENERAL NOTES AN-4 • ` r -1 �. t ,I II DEMOLITION ANNOTATIONS DEMOLITION LEGEND GENERAL NOTES SHEET NOTES It u u T c = EXISTING CONSTRUCTION TO BE DEMOUSHED �--�� EXISTNG CONSTRUCTION TO REMAN 1. PATCH /REPAIR WALLS, SOFFITS & COLUMN-11RAPS WHERE NECESSARY, PREP TO RECEIVE NEW FINISH(ES) AS NOTED ON FINISH PLAN(S). 2. SALVAGE/ REUSE ALL EXISTING DOORS, FRAMES & SI EUGHTS FOR REUSE - STORE FRAMES NOT BENG RE -USED, AS REQUIRED BY BMW MANAGEMENT. 3. REMOVE EXISTING FLOOR COVERING 'THROUGHOUT AREA OF IIORK, U.O.N. 4, CLEAN & PREP FLOOR -SLAB TO RECEIVE NEW FLOORING AS NOTED ON FINISH PLAN(S). 5. REMOVE/RETAIN EXISTING FIRE -EX11 ER CABINETS TO BE RE -USED N LOCATIONS NOTED ON PAR1111O N PLAN(S). 6. EXISTING FURRING AT COLUMNS i EXTERIOR SOFFITS/BRACING TO REMAIN, U.O.N. 7. FOR COORDINATION OF POIIER/QOMMUMCATION DEVICES TO BE REMOVED, REFER TO SHEETS 1A -2.0 & 2A -2.0. 1 EXISTING FLOOR TILE TO REMAIN, THIS AREA. • • CAREER EDUCATION CORPORATION REGISTERED T CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 1 2004 Of p VISION BUILDING ISSUE FOR PERMIT/ PRICING 05.21.04 Issue Description Date IA S E A T I L E PIER 56 1201 ALAS AN; Vv, SUITE' 201 SEATTLE. WASHINGTON 98.0 206.264. FAX 20a ")4 • 20o, 1A, rk All CRANKS NO WITTEN MATERIAL wEREiN Cc STITI'7E THE OING*IAl ANO uNcklEl. 94E2 NORM JF M ARCHITECT. ANO THE SAME HA,'&(TT lTf JURIrATEC ;!SEA Oa O5C105E" **war, NE a-7% CONSENT OF Of ARCNTECT arwn C*- t&RiRL? Check. hk: --TH Ovvner 4proval ,)ob Nc 21411500 Scale V8' -T—O' BUILDING 7 FIRST FLOOR . DEMOLITION PLAN 9.1A -0.1 0 4 N • (11) CAREE' EDUCATION CORPORATION CORRIDOR IDF 30' -9 3/P tix%rr�. a -: - rs� c,z:$,'✓.::,t - sf �.��N.,.�z >; ?rte >< <;: 1 SEWING LAB H 110 { V59fasnsaPC2e9raXtS PARTITION ANNOTATIONS (PARTITION LEGEND GENERAL NOTES EXISTING PARTITION TO REMAIN NEW CEILING HEIGHT PARTITION W/ 1 LAYER 5/8" TYPE -X G.wB. EACH SIDE ON 3 1/2" METAL STUDS 0 24" O.C. W/ ACOUSTIC SOUND BATT INSIDE PARTITION AND ABOVE CEILING TO 2' -O" EACH DIRECTION. BRACE TO STRUCTURE PER CODE NEW PARTITION TYPE (SEE SHEET A -8.1) '7,41/1/ PARTITIONS ARE TYPE 'Al " U.O.N. 2. PARTITION DIMENSIONED TO FINISH FACE U.O.N. 3. MERE NEW FURRED PARTITIONS EXCEED MAXIMUM HEIGHT OF EXISTING WALL BEING FURRED, BRACE TO ADJACENT STRUCTURE, PER CODE. 4. FIRE SAFE PENETRATIONS AT RATED PARTITIONS PER APPUCABLE UL ASSEMBLY. SEE DETML SHEET A -8.1. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING BUT NOT UMITED TO. MARKEREIOARDS, GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, TOILET ROOMS ACCESSORIES, ETC. FOR NON -RATED PARTITIONS, SEE DETAIL SHEET A -8.1 FOR EXTENT OF FRAMING AND FINISHES. 7. RUER TO DETAIL SHEET A-&2 FOR FRAMING REQUIREMENTS AROUND DOOR OPENINGS. 8. REFER TO DETAIL SHEET A-&1 FOR CONSTRUCTION AT ARE EXi1NaASl#R CABINET. 9. DOOR JAMBS TO BE TYPICALLY FRAMED 4" MN. FROM CORNER ON SING SIDE OF DOOR, U.O.N. NEW CEILING HEIGHT PARTITION WITH 1 LAYER 5/8" TYPE -X G.W.B. EACH SIDE ON 3 1/2" 25GA MIL STUDS 0 24" OC. BRACE TO STRUCTURE PER CODE. NEW 1 -HR. PARTITION SLAB TO UNAERSAE OF STRUCTURE ABOVE MTH a' METAL STUDS 0 1i" O.C. W/ /8• "TYPE -X' G.WB. EACH SIDE. FLL CANT( w/ ACOUSTIC BATT. SEAL Au GAPS W/ FIRE -SEA. PER COOL • • 0 r SHEET NOTES CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUE FOR PERMIT/ PRICING Issue Description 05.21.04 Date IA s A T T L E c1- ('1491:. MAY 9 2004 "'EnA1.7l'&N .R PIER 56 1201 ALAS <AN W A ) . SUITE 201 SEATTLE. WAS-INGTON 9801 2060264.995 L-tix: 206.24.152:5 CM li. tic All WANKS AND waTTE4 MATERIAL 4 1N coPisrq Tf of 3RIONA1 AMD 'JNPUBJSAD MIR OF 1►E ARCNIECT, AND THE SATE MAY I4C1 DURL.CARC JR DISCLOSED 1M'' OC 1i .UT1EH CONSENT OF THE MtCY11ECT 1 NAY OPENING (NTH SNZE OF ORATOR. Q PROVIDE MARKERBOAAD: POLYVISIONI P3 CERAMIGSTEEL SURFACE, FACING SHEET 24 GAUGE BOARD, TRIM KIT 0 CHART RA L, COLOR MITE. 512E TO BE 20' LONG X 5' HIGH, U.O.N. CENTER FROM SAE TO SAE ON WAIL, U.O.N. MOUNT BOTTOM OF BOARD AT 3' -0" A.F.F. Q SLOTWNI LL TO BE INSTALLED 011 ENURE I1I1.1. NOTED. INSTALL FROM 3' -0" A.F.F. ANO EXTEND UP TO COUNG, U.O.N. PROVO( 1 BRUSHED MITER CAINERS. P SAES OF FOMASOIE TO ADJACENT WALL INSTALL 1E U EXNPOSED FASTENERS. INSTALL BOTTOM OF BOARD AT 3' -0" A.F.F. CD KW COUNTERTOPS, MEET PARTITIONS,, AND FIXTURES IN RES1ROO11S TO MATCH FIM9I AND DETAIL OF (XISTING. Q EXISTING FIOAt ME TO REMAIN. `D NE11 COWER Sue. FIMMI AND f1N91 NOWT TO MATOI ADJACENT DOSING Sue. • • Drawry Imo/ G MC-/E+4 Owner Aixt;,vaI No 214111500 Sate Vg-T-0' BUILDING 7 FIRST FLOOR ..PARTITION PLAN 1A -1.1 • • 1 • • CAREER EDUCATION CORPORATION CORRIDOR IDF 4 plc simpi IOW! <gf£ttic�c':, ak 4;,� - :v+g.:.�- +.Y.4S±5�t iS%'atrx6•?:;�; •J - 40000CP:9P .. �oca<4�N4'iAC{.p] --r- LAB CLASSROOM 109 s I in I i 11 11 111 11 *MINN 111 111 11 111 MEM MEM MOEN MEN MEW L TIC L MRES�OU�RCESS POWER & SIGNAL ANNOTATIONS POWER/SIGNAL LEGEND GENERAL NOTES WALL MOUNTED DUPLEX OUTLET WALL MOUNTED ISOLATED DUPLEX OUTLET WALL MOUNTED DEDICATED OUTLET WALL MOUNTED SIMPLE( OUTLET WALL MOUNTED ISOLATED SIMPLEX OUTLET WALL MOUNTED QUAD OUTLET WALL MOUNTED ISOLATED QUAD OUTLET WALL MOUNTED DEDICATED QUAD OUTLET FLUSH FLOOR MOUNTED DUPLEX OUTLET FLUSH FLOOR MOUNTED ISOLATED DUPLEX OUTLET FLUSH FLOOR MOUNTED DEDICATED DUPLEX OUTLET FLUSH FLOOR MOUNTED JUNCTION BOX WALL MOUNTED ,AMCTION BOX WILL MOUNTED COAXIAL CABLE OUTLET FLUSH FLOOR MOUNTED TELEPHONE OUTLET FLUSH FLOOR MOUNTED DATA OUTLET FLUSH FLOOR MOUNTED TEL - PHONE/DATA OUTLET FLUSH FLOOR MOUNTED TELEPHONE/DATA/POWER OUTLET TOMBSTONE FLOOR MOUNTED TELEPHONE/DATA/POWER OUTLET TOMBSTONE FLOOR MOUNTED POWER OUTLET WALL MOUNTED TELEPHONE OUTLET WALL MOUNTED TELEPHONIE/DATA OUTLET WALL MOUNTED DATA OUTLET WALL MOUNTED CARD READER WALL MOUNTED PUSH BUTTON WALL MOUNTED THERMOSTAT FLOOR TO CEEING POWER POLE EQUIPMENT DESIGNATION WALL WN#P POMR/COMMUNIICATIONS FLOOR *0' POWER /COMMUNICATION - CORE DRILL PLU1MOID SHEET NOTES 1. EXISTING POWER AND SIGNAL DEVICES HAVE NOT BEEN SHOW. SYMBOLS REPRESENT IDEAL LOCATION FOR DEVICE AND TYPE OF DEVICES NEEDED. 2. VERIFY LOCATIONS AND MOONING HEIGHTS OF EXISTING POWER AND COMMUNICATIONS DEVICES THROUGHOUT. NOTIFY ARCHITECT OF DEVICES THAT CAN BE REUSED 11 LIEU OF NEW. 3. ELEC SUB TO COORDINATE ALL CORE -DRILL DIMS W/ APPROPRIATE FURN VENDOR PRIOR TO DRILNG. 4. COORDINATE ALL DEVICES ASSOCIATED WITH FURNITURE, WITH INTERIOR DESIGNER PRIOR TO INSTALLATION. 1 CEuNG- MOUNTED DEVICE. G.C. TO PROVIDE BUILDING TO FURNITURE POWER CONNECTIONS. FURNITURE UEN DOR IS RESPONSIBLE FOR COORDINATING FURNITURE- PANEL. TO FURNITURE -PANEL CONNECTIONS - ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED ELECTRICIAN. w 4 e • r 8457 EDWARD IIANBICKI STATE OF WASHINGTON CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUE FOR PERMIT/ PRICING Issue Description 05.21.04 Date IA S E A T I L X14 MAY 9 4 2004 PIER 56 1201 ALAS<AN WAY. SUS E 2�, SEATTLE. WAS- INGTON 981 206.264 -9195 FAX 206.6: 4 62_5 02W 04. nc. All DRASIGS MCI IRtITTEN MATERUI. FERRI CCNSTITUIE TFE ORICNAi AAb UNRURLISIED RORK Cr 1NE ARCI4ITECT. MCI TTE SA* YAY NOT R£ DUPLICATED. 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FIRST FLOOFI REFLECTED CEILING PLAN N SCALE: 1/8" =1' -O' HEIGHTS ARE TO BOTTOM OF FIXTURE AND ARE A.F.F. (TINS NOTATION APPLIES TO WALL- MOUNTED & PENDANT FIXTURES ONLY). HALF -FILL INDICATES FIXTURE ON EMERGENCY BACK -UP CRCUT/ BATTERY -PACK (AS DETERMINED BY BUILDING SID). ■ ■1 U���w1 1� •�wNww1 1ww�w1 ■ ■1 1�ww�1 rffl TYPICAL CEI.N4G GRID - EXISTING TO REMAIN NEW CEILING GRID TO MATCH EXISTING, TYP. EXISTING GM CEI,ING TO REMAIN. NEW GM CEI.ING. DING HEIGHT LABELS 4#14/ DESIGNATED AREAS ARE N.I.C. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01.2004 City Of Tukwila BUILDING DIVISION RCP LIGHTING LEGEND REFER TO ENGN ERING DRAWINGS FOR COIN PLE1E SPECIFICATIONS. SYMBOL tet 0 • DESCRIPTION / MANUFACTURER CEIFIG MOUNTED ONE SIDED DOT SIGN GELLING MOUNTED T10 SIDED EXIT SIGN 2X4 FLUORESCENT FIXTURE 2X2 FLUORESCENT FIXTURE RECESSED DOI NUGHT TRACK UGNT6IG RED ADJUSTABLE ACCENT UGHIING COU NG MOUNTED PROTECTOR CEILING MOUNTED PROJECTION SCREEN GENERAL NOTES 1. REMOVE ALL EXISINNG LIGHT FIXTURES` U.O.N. STORE FOR REUSE BY BUILDING OWNER. z PROVIDE ALL NEW LIGHTING FIXTURES PER PLAN AND SCHEDULE. 3. CEJUNG IS 8' -10" AFF (V.I.F.) U.O.N. 4. DOSING ACT & GRID TO REMAIN, U.O.N. PATCH / REPAR AT CLOSEST SPU E CONNECTION, INHERE INDICATED ON PLANS. 5. REPAIR, PATCH SOFFITS WHERE DEMOU11ON OCCURED. 6. UNIT FIXTURES TO BE CENTERED IN CEILING TILES TYP, U.O.N. 7. DOSING DOT SKIS ARE NOT NECESSARILY ILLUSTRATED. REUSE EXISTING WHERE POSSIDLE AND LOCATE AS ILLUSTRATED ON PLAN. 15. REFER TO ENGINEERING DRAWINGS FOR ENERGY - LIGHTING CALCULATIONS. HEFT N•TE' Q NO CHANGES TO COSTING UGMING, TENS AREA. C) PAIN EXOSTNIG GEEING AS NECESSARY. PAINT 10 MATCH ADJACENT men CAREER EDUCATION CORPORATION CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUE FOR PERMIT/ PRICING Issue Descrietion IA 05.21.04 Date S E A T T L E VED IMq y 2 1 004 PIER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE. WAS- --INC TON 9810' 2060264.919_5 i A\ 206.624 0 1525 •2 . mk rk ALL DRA.ICS Alb Mr1EII MATERIAL 4REM i1,6711UTE NE CPCINat ARID APUELSHED IPORic Or TIE AROVECT, Alb 1Ni SAFE MAC MOT 9F :Il1PlcA' : uSEE. CR DISCLOSED ■TNC(1T TIE oRror CONSENT Or 1HE moow Drams DI- I/KP/RD Check MG/E-H Owner Npprovd Job No 21411500 Sccie, Vff4 O' BUILDING 7 FIRST FLOOR „.REEL CLG. PLAN 1A -3.1 9 • • • • ----1 1L j , C 72231 " .MIM. =WM I ONNII■ ••■•■ ■Nr •••••■ 1 IMM/MIS ■IMMININI MOWN. DEMOLITION ANNOTATIONS DEMOLITION LEGEND GENERAL NOTES SHEET NOTES rr u 31" L:- - -t - EXISTING CONSTRUCTION TO BE DEMOUSHED -fames EXISTING CONSTRUCTION TO ROAM DESIGNATED REAS ARE N.I.C. 1. PATCH/REPAR WALLS, SOFFITS & COLUMN-YAWS MERE NECESSARY, PREP TO RECEIVE NEW FINPSH(ES) AS NOTED ON FINISH PLAN(S). Z SALVAGE/ REUSE ALt. EXISTING DOORS, FRAMES & SIDELIGHTS MERE POSSIBLE. STORE DOORS & FRAMES NOT BONG RE-USED, AS REQUIRED BY BUILDING MANAGEMENT. 3. REMOVE EXISTING FLOOR CONNING THROUGHOUT AREA OF WORK, U.O.N. 4. CLEAN & PREP FLOOR-SLAB TO RECEIVE NEW FLOORING AS NOTED ON FINISH PLAN(S). 5. REMOVE/RETAIN DOSING FIRE-EXTINGUISHER CABM(TS TO BE RE-USED IN LOCATIONS NOTED ON PARTITION PLAN(S). 6. EXISTING FURMNG AT COLUMNS i EXTERIOR SOFFITS/BRACING TO REMAIN, U.O.N. 7. FOR COORDINATION OF POIER/COMMUNICATICM DEVICES TO BE ROM), REFER TO WETS 1A-2.0 & 2A-2.0. co MIOE DOSING FLOORCOVERING TO TOP OF STAR ONLY. • • • • 1(10 CAREER EDUCATION CORPORATION CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 645 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUE FOR PERMIT/ PRICING Issue Description 05.21.04 Date IA SEATTLE PIER 56 1201 ALASKAN WAY. SUIT IL 201 SEATTLE. WASANGTON °81C 2O6264995 FAX 206.624. 5,::25 112604 IA, A. NI DRAMS AND AIRITITN MATERIAL (RIP CONSTITIA THE CRICINAL hM JNPUBUSHED NORA Y ARDITECT. NIO THE SANE MAT NOT BE XPICAITD uSED, Q OISCIOStp 1111101, 'NE ORITItN UMW CI THE ARCHITECT Drawn 00-14KPPRD Check MG/EH Owner 4*i:row:I job No 21411500 Sccie V8-T-0* BUILDING 7 SECOND FLOOR vaDEMOLITION PLAN • • • • OM 4111011 11= OM 1111111 OW ON MO CAREER EDUCATION CORPORATION 3 CUt�t00Mt1%RE 1203 CORRIDOR IDF ak •TR:P VV./ FUTURE LECTURE STUDENT LOUNGE PARTITION ANNOTATIONS PARTITION LEGEND GENERAL NOTES NEW CONSTRUCTION PARTIAL HEIGHT WINDOW (TEMPERED w/ SILL) DOOR TAG, REFER TO DOOR SCHEDULE A-&3 FOR MORE WALED INFORMATION EXISTING PARTITION TO REMAIN NEW GEEING HEIGHT PARTITION W/ 1 LAYER 5/8" TYPE -X G.W.B. EACH SIDE ON 3 1/2" METAL STUDS • 24" O.C. w/ ACOUSTIC SOUND BATT INSIDE PARTITION AND ABOVE CEILING TO 2' -0" EACH DIRECTION. BRACE TO STRUCTURE PER COOS. NEW PARTITION TWE (SEE SHEET A8.1) I NEW CEILING HEIGHT PARTITION WITH 1 LAYER 5/8" TYPE -X G.N.B. EACH SNJE ON 3 1/2' 25GA MIL STUDS • 24" OC. BRAG TO STRUCTURE PER COOS. NEW 1 -HR. PARTITION SLAB TO UNDERSIDE OF STRUCTURE ABOVE NTH 6" METAL STUDS • 16' O.C. W/ 1- LINER 5/6" "TYPE -X" G.W.B. EACH SLOE. FN.L CAMTY w/ ACOUSTIC BATT. SEAL ALL GAPS w/ FIRE -SEAL PER GOO(. 1. PARTITIONS ARE TYPE "A1" U.O.N. 2. PARTITION DIMENSIONED TO FINISH FACE U.O.N. 3. WHERE NEW FURRED PARTITIONS EXCEED MAXIMUM HEIGHT OF EXISTING WALL BEING FURRED, BRACE TO ADJACENT STRUCTURE, PER CODE. 4. ARE SAFE PENETRATIONS AT RATED PARTITIONS PER APPLICABLE it ASSEMBLY. SEE DETAIL SHEET A -8.1. 5. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INQ.UOING BUT NOT LASTED T0: GRAB BARS, SHELVING, OVERHEAD CABINETS, SINKAGE, TOILET ROOMS ACCESSORIES, ETC. 6. FOR NON -RATED PART11ONS, SEE CETAW SHEET A -8.1 FOR EXTENT Cr FRAMING AND FIM9NES. 7. REFER TO DETAIL SHEET A -&2 FOR FRAMNG REQUIREMENTS AROUND DOOR OPENINGS. 8. REFER TO DETAIL 11/A -8.1 FOR CONSTRUCTION AT FIRE EX1INQNSFER CABINET • • • • • SHEET NOTES CD TAPE • MUJD WAILS, SAND SMOOTH, BUT DO NOT PAINT. FLOOR TO BE CLEANED & PREP'O TO RECEIVE NEW CARPET, HOWEVER NO FINISHES *1. BE INSTALLED AT THIS 111E. DOOR TO REMAIN CLOSED & LOCKED UNTIL FUTURE OCCUPANCY. CD PROVIDE FRAMING FOR FUTURE INSTALLATION OF 3' -0" DOORS AT THIS LOCATION. cD PROM BATT IISULATIOI SINN WW1 CAVITY, BUT NOT ABOVE OEM, THIS SCOPE. PROMO( WARKERBOAND: POLIMSION P3 CERAMCSIEEL SURFACE, FACING SHEET 24 GAUGE BOARD, MO KIT t CHART RAIN., COLOR WHITE. SIZE TO BE 20' LONG X S HIGH, U.N.O. CENTER FROIM SIDE 10 SEE ON 1MALL, U.O.N. MOUNT BOTTOM OF BOARD AT 3' -0" A.F.F. CI PROWL 1/4" DOCK HOMASOTE TAGOOARD ON BACKERBON O, 5' HIGH; 1" BRUSHED ALUMINUM ANGLE ALL EDGES; MITER CORNERS. PAINT P41 SIDES OF HOMAADTE 10 MATOI ADJACENT WALL COLOR INSTALL SNOUT THE USE OF EXPOSED FASTENERS. INSTALL BOTTOM OF BONA AT 3' -0' A.F.F. C NEW COUNTERTOPS, PARTITIONS, NO FIXIUIES IN RESSIROC IS TO MATCH FII91 AND OETM. OF MONO • • CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 645 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUE FOR PERMIT/ PRICING Issue Description 05.21 04 Date IA S E A T T L E PIER 56 1201 ALASKAN VV A' '. Sul T E 2C SEATTLE. WASANG ON 98Vd 206.264.9195 FAX 26 o 62/1.152'3 • 100+ w re All MOWS MD MITTEN *VENIAL NEREIY CONSTITUTE THE ORIGINAL vic AF,tarsHED wow Y 11E AROIITECT. MID 1E SAME MA• NO' SE DUPLICATED. USED. JR DISCICSED ATNOUT nE 001 "T_\ CONSENT OF 11E NICNTECT ("All c* vKP/RD Cheer MGe1 C\Nner .rte ,Jab rho. 21411500 Sc* V$'=T -O BUILDING 7 SECOND FLOOR ,.PARTITION PLAN ,2A -1.1 • • • .0 w+w NMI WO w +w w+w w w w+MO w+ww +w NIP +IMP A/ +w Mr w ww +MI IMP +IM UM MID MOP MID w +w MI NM wrww+w MI =II OM CAREER EDUCATION CORPORATION CLASSR FAI FUTURE LECTURE 1 1 1 1 1 1 1 III III 1 1 III III 1 Nor li' NE MiIIIAMI IIr� WIG II 011111 ME MK Mt MG / rwr■ Miti■I, WIG I MI MN MI MEI Mt rim, 21m, MI I VIrA,„Lr' �rw wrwwrw w.ww rw ORM IMP 11 wwrww+rr w.ww.w=MP Ma ■ r w 111•11 mom w+ w w rw our. w wrwwrwwr BUILDING 7, SECOND FLOOR POWER/SIGNAL PLAN . SCALE: 1/8" =1' -0' POWER & SIGNAL ANNOTATIONS po +4Yr WALL MOUNTED DUPLEX OUTLET HEIGHT A.F.F. (AS INDICATED) TYPICAL IF APPLIES POWER /SIGNAL LEGEND GENERAL NOTES SHEET NOTES WALL MOUNTED DUPLEX OUTLET WALL MOUNTED ISOLATED DUPLEX OUTLET WALL MOUNTED DEDICATED OUTLET WALL MOUNTED SIMPLEX OUTLET WALL MOUNTED ISOLATED SIMPLEX OUTLET WALL MOUNTED QUAD OUTLET WALL MOUNTED ISOLATED QUAD OUTLET WALL MOUNTED DEDICATED QUAD OUTLET FLUSH FLOOR MOUNTED DUPLEX OUTLET FLUSH FLOOR MOUNTED ISOLATED DUPLEX OUTLET FLUSH FLOOR MOUNTED DEDICATED DUPLEX OUTLET FLUSH FLOOR MOUNTED JUNCTION BOX WALL MOUNTED JUNCTION BOX WALL MOUNTED COAXIAL CABLE OUTLET FLUSH FLOOR MOUNTED TELEPHONE OUTLET FLUSH FLOOR MOUNTED DATA OUTLET FLUSH FLOOR MOUNTED TELEPHONE/DATA OUTLET FLOOR MOUNTED TELEPHONE/1ATA/PONER OUTLET WALL MOUNTED TELEPHONE OUTLET WALL MOUNTED TELEPHONE/DATA OUTLET WALL MOUNTED DATA OUTLET WALL MOUNTED CARD REAOER WALL MOUNTED PUSH BUTTON WALL MOUNTED THERMOSTAT FLOOR TO CEILING POrER POLE EMINENT COGNATION WALL IR#P POTTER /COMWIUMCATICOS FLOOR WHIP POWER/COMMUNICATION - CORE DREL PLUGMCLD DESIGNATED WAS ARE N.I.C. • 6 • • • • EDWARD HANBICKI STATE OF WASHINGTON CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 645 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUE FOR PERMIT/ PRICING Issue Description 05.21.04 Date IA S E A T T L E PIER 56 1201 ALASKAN \A' As',: SUITE 20. SEATTLE. WASr —NG ON 98101 206.264.-9195 5 \\ 206.624-152,5 •2004 IA. 04 All DRAIrIGS ANC TTEN MATERIAL HERM CONS1I1U'E SHE MOM. AND UNKOMUSHED AM OF THE ARCHITECT, MND THE SATE YAY 04O1 SE ;KP NCA1EC. JSEC. ON CISQOSED ■TH7UT M %WIN CONSENT Or Tl4 ARC1111ECT Drawr> [X -WP/RD Check MG/E1-1 Owner Approval ,dab N . 2W11500 Stale 8 4 O BUILDING 7 SECOND F PLAN ,2A -2.1 • • 1 • • UN INN WO IMP MID MD MIP MID WO MO MP UM IMP MO IND MO MIR GIP MUM MM MUM NIP i r iIU!iIiiiP 111111111d ■ f LOBBY _.a_r.lr•_ sot ! 1 0 ! 1 ■ 1111 ■I i 1_ ■1■ ■ ■ ■�.� .�...�..r..rrr..rr.r�...r:l 2■I ■■11 o NAM= • iii i MIiii ll _Nr ■ ■■■ ■■■ Mi 1111 ■11■ 11■■■111i1■■ ■11■ ■III■ I ■iii n11111 Ill �■U ■ ■ !!�■ ii■ 111u I Igi ... iil _A �■■ ■■I■ it ■ ■■ ■■■111■ 1 .\........__L_.\I■ ' Aly .■I� ■ ■ ■ ■ ■ ■■ ■iii m ■ ■■■ ■� ■iN■!■ mom ommi ■■■ uni mio■■oI ■■■ ■■ ■I■■ Q■i.• _i■ ■�i- iii �1 R EA ir.:� ■1111 ill■ ■ ■� ■■ ■ a 111111U MEMO ■ ■ ■ ■■ ■ ■uUL■i ■■ ! ■ ■11■ ■wli■ ,OM ■ ■■ ■■■ Ii1 ■ ■i ■■ u ■ a ■ ■■ ■ 1■ 1111 r ■ ■■ ■■■ 111■ ■11.111 1111 1111■ ■� 11 jtiii::::i•u ��� iuiui ■ I Nil �► -----C11■ ■1 1111 ammim..----------- --I ■i_ -■ i 111moii© ° 11 no ;1111 1111■ ■1111 ■■■ 1!!I■■ ■■ i ■ 1111■ ■1111111■■ MN • 'ii■ • iii_-- iii. 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(TINS NOTATION APPLIES TO WALL- MOUNTED & PENDANT FIXTURES ONI. TYPICAL CEILNG GRID - DOSTING TO REMAIN RCP LIGHTING LEGEND REFER TO EHG•IEERING MINIMS FOR COMPLETE SPECIFICATIONS. DESCRIPTION / MANUFACTURER NEW CEILING GRID TO MATCH EXISTING, TIP. GENERAL NOTES COLNG MOUNTED ONE SIDED EXIT 9GN CEILING MOUNTED TWO SIDED EXIT SIGN 2X4 FLUORESCENT FIXTURE 2X2 FLUORESCENT FIXTURE 1. REMOVE ALL EXISTING UQIT FIXTURES, U.O.N. STORE FOR REUSE BY BUILDING OWNER. 2. PROVO( ALL NEW UGHTING FIXTURES PER PLAN AND SCHEDULE. 3. CEILING IS 8' -10. AFF (V.I.F.) U.O.N. 4. EXISTING ACT & GRID TO REMAIN, U.O.N. PATCH / REPAIR AT CLOSEST SPLINE CONNECTION, *HERE INDICATED ON PLANS. 5. REPAIR, PATCH SOFFITS *ERE DEMOUTNIAI OCCURED. 6. LIGHT FIXTURES TO BE CENTERED N (LNG TINES DP, U.O.N. 7. EXISTING EXIT SIGNS ME NOT NECESSARY ILLUSTRATED. REUSE EXISTING WHERE POSSIBLE AND LOCATE AS ILLUSTRATED ON PLAN. 8. REFER TO ENGINEERING DRAWINGS FOR ENERGY/UG I1I4G CALCULATIONS. CAREER EDUCATION CORPORATION 8457 CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 645 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUE FOR PERMIT/ PRICING Issue Description 05.21.04 Date IA SEAT T PIER 56 1201 ALASKAN WAY. SUS' E 2 SEATTLE. WAS TON gs i`,. 206. 264.9195 FAX 2O632 L 01 fL , 0200 wit_ ALL DRAWS WC NAITTEN MATERIAL HEREIN CONSTITUTE THE oRiOINAI sic JNPUBuS ED S' Jr TIE ARCT#1ECT, AND THE SAW MAY NOT IN DUPI/CA/ED. LSO. OR DTSC1OS(D •T 4)' THE 0,7N CONSENT OF TIE ARCHITECT cM ), DWKP/1ID C?►ecic: MG/13-I Owner approved job No. 2141L500 scde US' =T—O' CEILING MOUNTED PROICTiOR 6 • • r HEFT NOTES No CHANGES TO EXISTING LKIIINIG THIS IAEA. 40 PATCM DOSING =NG AS NECESSARY. PAINT TO MATCH EXISTING FINISHES, BUILDING 7 SECOND FLOOR .REFL CLG. PLAN • • • 1 • • 112 VCT VCT -1 VCT -2 Paint P2 P4 P4 P4 GERBER 113 VCT VCT -1 Point P4 P4 P4 P4 MATERIAL AND RESOURCES 114 VCT VCT -1 VCT -2 Paint P2 REMAINDER P4 DOOR WALLS P4 P4 P4 LOBBY 115 CPT CPT -2 Paint P4 P4 P4 P4 CORRIDOR 116 I CPT CPT -2 P4 P2 P4 P4 BOOK STORE 117 CPT CPT -1 SLATWALL PL -1 (SLAT) PL -1 (SLAT) PL -1 (SLAT) PL -1 (SLAT) Paint P4 REMAINDER P1 REMAINDER P4 REMAINDER P4 REMAINDER IT 118 CPT CPT -4 Paint P4 P4 P2 P4 ADMISSIONS 119 CLOSET 120 CPT CPT -3 Paint p4 - P1 P4 P4 CPT CPT -3 Paint P4 P4 P4 P4 DIR. OF ADMISSIONS OFFICE 1 121 CPT CPT--4 Paint P4 P4 P4 P2 CLOSET 1 121A 1 CPT CPT -4 Paint p4 p4 P4 P2 REGISTRAR'S OFFICE 11221 CPT CPT -4 Paint p4 P4 P4 P2 HALL 123 CPT CPT -3 Paint P4 P4 P4 P2 CLOSET r123A 1 HR DIRECTOR'S OFFICE 11241 CPT CPT -3 Paint P4 P4 P4 P2 CPT CPT -4 Paint P2 P4 P4 P4 CONFERENCE 1 125 I CPT CPT -4 Paint P2 P4 P4 P4 PRESIDENT`S OFFICE 1 126 1 CPT CPT -4 Paint P4 P4 P4 P2 CONTROLLER'S OFFICE 1 127 I CPT CPT -4 Paint p4 P2 P4 P4 LIBRARY 128 1 CPT CPT -1 Paint P4 P4 P3 P4 MDF 1129 1 CAREER SVCS. OFFICE 1130 1 CPT CPT -4 Paint P2 p4 P4 p4 DIR. OF STUD. MOAT. OFFICE CPT 1 131 1 CPT -4 Paint P2 P4 P4 P4 MAIL /COPY/ FAX 11321 CPT CPT -2 Paint P4 P2 P4 P4 FACULTY 1133 1 VCT VCT -1 VCT -2 Paint P4 P4 P3 p4 STORAGE I134I VCT VCT -1 Paint P4 P4 P4 P4 ADJUNCT FACULTY 1 135 1 CPT CPT -3 P1 SOUTH Paint P4 NORTH P1 REMAINDER P4 P4 P4 CORRIDOR DOOR WALL DIR. OF EDUCA110N OFFICE 136 CPT CPT -4 Paint P4 P4 P2 P4 DEAN'S OFFICE 1 137 1 CPT CPT -4 Paint P4 P4 P4 P2 DEAN'S OFFICE CPT CPT -4 Paint P4 P4 P4 P2 DEAN'S OFFICE 140 CPT CPT -4 Point P4 P4 P4 P2 CPT CPT -2 Paint P4 P2 P4 P4 FINANCIAL AID 1 141 1 CPT CPT -3 Paint P2 P4 P4 P4 STORAGE 142 VP ANCIAL AID OFFICE 143 VCT VCT -1 Paint P4 P4 P4 P4 CPT CPT -4 Paint P4 P2 P4 P4 STORAGE 1.144.1 VESTIBULE MEN 146 VCT VCT -1 Paint P4 P4 P4 P4 EXISTING TO REMAIN EXISTING TO REMAIN Paint Bldg. Standard Bldg. Standard Bldg. Standard Bldg. Standard TO MATCH EXISTING FINISHES THROUGHOUT TO MATCH EXISTING FINISHES THROUGHOUT • FINISH SCHEDULE Name No. FINISH SCHEDULE Bore Wogs Moterid Color Nome Cobr Floor Base Walls DURKAN PRINTED STRIKEOFF PATTERN: D -3377 0116R202C STRIKEOFF No. Material Color Material Color Material North East South West -/ .i.r2,117,4,:// / ' /AST74 /' / ;I: F7 , 77 A '-) // A ./' :1.0% ' 1 • 1;:' ' ' ' ' ../.: /-- ii..; / /�/J// ' ' Pr 1 fi r ":,:# .4.,,z‘Z,4"."7- ,vx. Le, A / 4r/AVA STAIR CPT P4 MI Paint P1 PANT P3 DOOR ALCOM 10 ROOM 203,205,207; P4 REMAINDER 1 202 A STAIR CPT DURKAN Paint Bldg. Standard Bldg. Standard Bldg. Standard Bldg. Standard B STAIR CPT VCT Paint 4 "X120'X 1/8" THK. STANDARD Paint P4 C LOBBY CPT CPT -2 Paint P4 CPT P4 P4 101 CORRIDOR CPT CPT -2 Paint P4 P4 P4 ANT P3 DOOR P. i, ;,,_. 102 P : I '.R DRAFTING LAB CPT CPT -1 Paint P4 P4 P1 P4 103 IDF VCT VCT -1 VCT -2 Paint P4 P4 P4 P4 104 PC LAB CLASSROOM CPT CPT -1 Paint P4 P1 P4 P4 105 VCT STORAGE Paint P3 P4 P4 P4 106 FUTURE LECTURE CORRIDOR 210 -- SATIN P2 BENJAMIN MOORE MTN MOSS 107 -- SKETCH LAB CLASSROOM 1 108 I VCT VCT -1 VCT -2 Paint P4 P4 P4 P2 LAB CLASSROOM CPT CPT -1 Paint P4 p1 p4 P4 109 BENJAMIM MOORE SEWING LAB VCT VCT -1 VCT -2 Paint P4 P4 P4 P2 1 110 1 CORRIDOR CPT CPT -2 Paint P4 P4 P4 P4 111 112 VCT VCT -1 VCT -2 Paint P2 P4 P4 P4 GERBER 113 VCT VCT -1 Point P4 P4 P4 P4 MATERIAL AND RESOURCES 114 VCT VCT -1 VCT -2 Paint P2 REMAINDER P4 DOOR WALLS P4 P4 P4 LOBBY 115 CPT CPT -2 Paint P4 P4 P4 P4 CORRIDOR 116 I CPT CPT -2 P4 P2 P4 P4 BOOK STORE 117 CPT CPT -1 SLATWALL PL -1 (SLAT) PL -1 (SLAT) PL -1 (SLAT) PL -1 (SLAT) Paint P4 REMAINDER P1 REMAINDER P4 REMAINDER P4 REMAINDER IT 118 CPT CPT -4 Paint P4 P4 P2 P4 ADMISSIONS 119 CLOSET 120 CPT CPT -3 Paint p4 - P1 P4 P4 CPT CPT -3 Paint P4 P4 P4 P4 DIR. OF ADMISSIONS OFFICE 1 121 CPT CPT--4 Paint P4 P4 P4 P2 CLOSET 1 121A 1 CPT CPT -4 Paint p4 p4 P4 P2 REGISTRAR'S OFFICE 11221 CPT CPT -4 Paint p4 P4 P4 P2 HALL 123 CPT CPT -3 Paint P4 P4 P4 P2 CLOSET r123A 1 HR DIRECTOR'S OFFICE 11241 CPT CPT -3 Paint P4 P4 P4 P2 CPT CPT -4 Paint P2 P4 P4 P4 CONFERENCE 1 125 I CPT CPT -4 Paint P2 P4 P4 P4 PRESIDENT`S OFFICE 1 126 1 CPT CPT -4 Paint P4 P4 P4 P2 CONTROLLER'S OFFICE 1 127 I CPT CPT -4 Paint p4 P2 P4 P4 LIBRARY 128 1 CPT CPT -1 Paint P4 P4 P3 P4 MDF 1129 1 CAREER SVCS. OFFICE 1130 1 CPT CPT -4 Paint P2 p4 P4 p4 DIR. OF STUD. MOAT. OFFICE CPT 1 131 1 CPT -4 Paint P2 P4 P4 P4 MAIL /COPY/ FAX 11321 CPT CPT -2 Paint P4 P2 P4 P4 FACULTY 1133 1 VCT VCT -1 VCT -2 Paint P4 P4 P3 p4 STORAGE I134I VCT VCT -1 Paint P4 P4 P4 P4 ADJUNCT FACULTY 1 135 1 CPT CPT -3 P1 SOUTH Paint P4 NORTH P1 REMAINDER P4 P4 P4 CORRIDOR DOOR WALL DIR. OF EDUCA110N OFFICE 136 CPT CPT -4 Paint P4 P4 P2 P4 DEAN'S OFFICE 1 137 1 CPT CPT -4 Paint P4 P4 P4 P2 DEAN'S OFFICE CPT CPT -4 Paint P4 P4 P4 P2 DEAN'S OFFICE 140 CPT CPT -4 Point P4 P4 P4 P2 CPT CPT -2 Paint P4 P2 P4 P4 FINANCIAL AID 1 141 1 CPT CPT -3 Paint P2 P4 P4 P4 STORAGE 142 VP ANCIAL AID OFFICE 143 VCT VCT -1 Paint P4 P4 P4 P4 CPT CPT -4 Paint P4 P2 P4 P4 STORAGE 1.144.1 VESTIBULE MEN 146 VCT VCT -1 Paint P4 P4 P4 P4 EXISTING TO REMAIN EXISTING TO REMAIN Paint Bldg. Standard Bldg. Standard Bldg. Standard Bldg. Standard TO MATCH EXISTING FINISHES THROUGHOUT TO MATCH EXISTING FINISHES THROUGHOUT • FINISH SCHEDULE Name No. Floor Bore Wogs Moterid Color Motsrlal Cobr Motsrlal North East South West CARPET CPT1 DURKAN PRINTED STRIKEOFF PATTERN: D -3377 0116R202C STRIKEOFF LOBBY SEE ARCH. DRAW. CPT2 DURKAN ARCH. DRAWINGS PATTERN: D -5652 STRIKE 13C STRIKEOFF 201 SEE CORRIDOR CPT CPT -2 PATTERN: D -2595 0107R212C STRIKEOFF Paint P4 PAINT P1 ALL DOOR ALCOVES P4 REMAINDER P1 PANT P3 DOOR ALCOM 10 ROOM 203,205,207; P4 REMAINDER 1 202 11.1SSROOYTi1 CPT CPT -5 DURKAN PRINTED STRIKEOFF Paint P4 P3 P3 P4 203 ARMSTRONG VCT VCT -1 4 "X120'X 1/8" THK. STANDARD Paint P4 P4 P4 P4 204 3CLASSROOMT CPT CPT -5 STN1 UNIVERSAL SLATE Point P4 P3 P3 P4 205 3ragdin4RE CPT CPT -5 Paint P4 P4 , P4 P3 206 12X12 (1/8" THICK) 3C1Ri CPT CPT -5 VCT2 ARMSTROZG Paint P4 P3 P4 P4 207 VCT3 „ FUTURE LECTURE NO FINISH 208 12X12 (1/8" THICK) STANDARD STUDENT LOUNGE VCT VCT -1 VCT-2 Paint P3 P4 P4 P4 209 FUTURE LECTURE NO FINISH 210 -- ** *GENERAL NOTE: ALL DOOR FRAMES TO BE P5 FINISH & MATERIAL LEGEND PRODUCT LEGEND MANUFACTURER NAME NUMBER SIZE /REPEAT FINISH ADDITIONAL NOTES CARPET CPT1 DURKAN PRINTED STRIKEOFF PATTERN: D -3377 0116R202C STRIKEOFF DURATION 36 BASE CPT2 DURKAN PRINTED STRIKEOFF PATTERN: D -5652 STRIKE 13C STRIKEOFF DURATION 36 BASE CPT3 DURKAN PRINTED STRIKEOFF PATTERN: D -2595 0107R212C STRIKEOFF DURATION 36 BASE CPT4 DURKAN COMMERCIAL DYE PILE STYLE: PACIFIC COAST 1i6 12 FOOT GRIDS FOR :557 ALVARADO PANTONE 16 -0713 TPX CPT5 DURKAN PRINTED STRIKEOFF PATTERN: - -- 120111201C S1IKEOFF DURATION 36 BASE RESILIENT WALL BASE RB -1 ARMSTRONG - - 4 "X120'X 1/8" THK. STANDARD STONE STN1 UNIVERSAL SLATE TRAV. GIALO JSLN5100TRAVERT1NE 12 X 12 SEMI- POLISHED VCT VCT1 ARMSTRONG #52516 12X12 (1/8" THICK) STANDARD VCT2 ARMSTROZG #51942 12X12 (1J8" THICK) STANDARD _ VCT3 „ $RME: DjSSIPA11ON #51954 12X12 (1/8" THICK) STANDARD PAINT -WALLS -DOOR FRAMES P1 BENJAMIM MOORE VINTAGE WINE 2116 -20 -- SATIN P2 BENJAMIN MOORE MTN MOSS 2142 -30 -- SATIN P3 BENJAMIM MOORE FRESH CLAY 2093 -30 -- SATIN P4 BENJAMIM MOORE WILMINGTON TAN HC -34 -- SATIN P5 BENJAMIM MOORE POWELL BUFF HC -35 -- SATIN PLASTIC LAMINATES PL -1 SLAT NEVAMAR PL -2 PL -3 TOILET PARTITIONS TPA -1 , OPERABLE WALL FINISH OW -1 • • P044040 ‘)(1 • CAREER EDUCATION CORPORATION CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUE FOR PERMIT/ PRICING 05.21.04 Issue Description Date IA SEA 1 T L E MAY 2 1 2004 PE r ce,vrEi PIER 56 1201 ALAS <ANi WAY. SUIT` 2C� SEATTLE. WASHNGTON 98C 206. 264 - 9195 FAX 206. •2Uo. I& K ALL DRAMS IC ■IITTEN WATETb1I re** CONSTITUTE THE %Kam AND uNITteu TED ■OTNk .i THE ARCHITECT. AND THE SAME ■AY NOT EIE DUPLICATED. ,'sEr JR orscoSED ',How M Mp•th CONSENT OE M AROTECT DrawrH OWKP/RD Check.. MG/EH Owner Approval Ni) 21411500 Scc V8' •T-O• FINISH LEGEND & SCHEDULE r • • • • 1 • (10) Eqitl SvN1s %' - 77 : 7 : ::: 7.>:: : = IS — ),(.. :=— —,'----- =--- 7r—T \ — ,....- = , \ .7. = --=.-- ‘s. is,"7-- rt.. 4V---- '''' = "..7.-.7: — —) ELEVATION - PATTERN LAB 112 3/8 • 1-0' IP • r 1E10Cox EDUCATION CORPORATION CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUE FOR PERMIT/ PRICING 05.21.04 Issue Description Date IA S E A T T L E PIER 56 1201 ALASKAN WA ��. SUITE 2� SEATTLE. WASHINGTON CST 206 264 e (195 FAX 206 624 X52 .2X, MC ALL DRAWS Apo MIITTEM YATER►AL tERE1M CONSTTU1E 'HE MCNAL Ago BJ9 C _. �F THE ARCMTECT, Mm THE SAM WAY NOT BE DUPLICAftD JSED. JR DISCO'SE, •T)+(X'T rE Ir7"TV CONSENT OF nE ARCHTECT pram% DW1tP/RD Check MGM Owner r0%4 job Nr>. 214T1500 5cde 1/4 * -T-if ELEVATIONS ,.A -7.1 9 • TWO #12 GA. SPLAY WIRES AT 45' PARALLEL TO CROSS TEES TYPICAL #12 GA. HANGER WIRE SET IN CONC. SLAB ABOVE COMPRESSION STRUT TWO #12 GA. SPLAY WIRES AT 45' PARALLEL TO MAIN TEES TYP. HANGER WIRES AT 4' -0" O.C. 4e01.4 1%111h1 LOCKING CROSS TEES '1 AT 4' -0" O.C. TYP. ?Ar :4144 •� • 1 WIRE BRACING DETAIL COAT HOOK WHERE OCCURS DOOR FRAME THERMOSTAT c1 HARDWARE SET AS SCHEDULED c. 1- UNE OF FIN. CLG. WHERE OCCURS SEE REFLECTED CEILING PLAN FOR HEIGHTS _I\ 2 3/4" INS• ---▪ - VERIFY w/HDWR SCHED. g //11/1 ELECTRICAL OUTLET WALL TELEPHONE OUTLET HINGE, TYP. SCHEDULED DOOR UGHT SWITCH DOTTED UNE INDICATES LOCATION OF LARGER PLATE FOR GANGED SWITCHES 1 FINISH FLOOR NOTE: ALL HARDWARE TO MEET ADA /ACCESS1B1UTY REQUIREMENTS TYPICAL MOUNTING HEIGHTS NIT.S�. 11/22' =T -Or' " MAXt PARTITION PER PLANS PARTIALLY - RECESSED F.E.C. VERIFY DEPTH REQ'D W/ MFR. - PAINT TO MATCH ADJACENT WALL. METAL STUDS BLOCKING 11 FIRE EXTINGUISHER CABINET 1 V2'=T-Or IIIIIIIAIIIIIIIIIIIIIIII •�► IIIIiIIi,i uuII111Ii1 .111111111111111 1111■11141- arm- 11 • • • • 0 EXTEND ACOUSTIC BATT INSUL 2' -0" EA SIDE OF WALL 0 WALL TYPE "A1" F.T. WOOD SPACER BLOCK 12 GA. WIRE DIAGONAL SEISMIC BRACING AT MAX. 2' -0" O.C. SCHEDULED CEIUNG PAINT REVEAL FLAT BLACK ATTACH TOP TRACK TO GRID W/ 2 -g6 S -12 SCREWS 2' -0" O.C. 1 LAYER 5/8" GWB EA. SIDE OF 3 -1/2" 25 GA. MIL. SILOS • 2' -0" O.C. STUD CRIMPED AT HEAD TO RECEIVE TOP TRACK. USE 5 -1/2" 25 GA. MIL. STUDS • WALL-TYPE "A3". OFFSET STUDS • WALL -TYPE "A4" TO ALLOW GWB TO RUN STRAIGHT PAST EXISTING STRUCTURAL COLUMNS. FlLL CAVITY W/ ACOUSTIC BATT • WALL-TYPE 'A1.' SCHEDULED BASE SCHEDULED FLOORING FASTEN METAL RUNNER TO SLAB W/ POKIER ACTIVATED FASTENER 1/8" DIA. 3/4" MIN. PENETRATE 2' -0" O.C. mvmow i IPARTTTION rams 'AT,'Ar, "Ara`fro -ToCIA 11r•T-0r • #12 DIAGONAL WIRES 4 TURNS IN 1 1/2" MAX. SADDLE TIES TO MAIN RUNNER W/ #16 WIRE 2 25 GA. 7/8" HAT CHANNELS 02' -0" O.C. #8 VERTICAL HANGER WIRE 0 4' -0" O.C. 3 TURNS MINIMUM FIRST HANGER POINT MAX. 6" FROM WALL 4 WAY 45' DIAGONAL 12 GA. WIRE BRACING • 12' -0" x 8' -0" 1 1/2" BLACK IRON COLD ROLLED CHANNELS • 4' -0" O.C. 8 X 3/4" SELF TAPPING SCREWS TO PREVENT SUPPING OF WIRE TIES 5/8" GYP. BD. TYPICAL GWB CEIUNG 3'=1 -O" re r../.; A re, r irez .4.14 7 INSULATED CABLES IN RATED PARTITION 3' =T -Cr 12 PARTITION PER PLANS REINFORCING TAPE AND JOINT COMPOUND, TYP. 1/4" GAP -FILL WITH ACOUSTICAL SEALANT, TYP. PARTITION PER PLANS INTERSECTION • ACOUSTICAL PARTITION . �, i '.J . I , ,: 8 PIPE/ CONDUIT IN RATED PARTITION 3' =1-0r' 13 PARTITION CORNER DETAIL PARTITION PER PLANS REINFORCING TAPE AND JOINT COMPOUND, TYP. METAL CORNER BEAD AND JOINT COMPOUND, TYP. 1 1/2' - T-0' IIIIII1111��� r sr Wo •, IIIIIIIII IIIi'III11IlIlIlI111II11IIIII CUT GWB TO FIT CAVITY WHEN WALL RUNS PERPENDICULAR TO DECKING. BOTTOM OF STRUCTURAL SLAB ATTACH TOP TRACK TO STRUCTURE ABOVE W/ POKIER ACTIVATED FASTENER 1/8 "0 3/4" MIN. PEN., 2' -0" O.C. SCHEDULED CEIUNG 1 LAYER 5/8" TYPE 'X' GM EA SIDE OF 3 1/2" 25 GA. MTL. STUDS • 16" O.C., TYP. FILL CAVITY W/ ACOUSTIC BATT, TYP. FASTEN METAL RUNNER TO SLAB W/ PWR. ACTIVATED FASTENER 1/r IF 3/4" MIN. PENETRATE 2' -O" O.C. SCHEDULED BASE, WHERE OCCURS SCHEDULED FLOORING NOTE: FILL ALL GAPS • PENETRATIONS W/ FIRE - CAULK/FIRETAPE MATERIAL - WALLS TO MEET CODE REQUIREMENTS FOR 1 -HR RATED PARTITIONS. 18 PARTITION TYPO 1 ?- toRATED • 1yr•141 PARTITION TYPE PER PLANS FIRE BARRIER CAULK OR PUTTY, TYP. STEEL PIPE PIPE INSULATION 9 INSULATED PIPE IN RATED PARTITJON 3' =1-0" r 4 NEW PARTITION PER PLANS REINFORCING TAPE AND JOINT COMPOUND, TYP. ACOUSTIC SEALANT TYP. CLOSED CELL NEOPRENE GASKET EXISTING CONSTRUCTION DETAIL OF NEW PARTITION • EXIST CONST 1 1/2" = 1-0" FINISHED CEIUNG EXISTING CONSTRUCTION TO REMAIN • WALL-TYPE 01 - 1 LAYER 5/8" TYPE -X GINS ON 1/2" FURRING STRIPS • 2' -O" O.C.. FASTEN TO EXISTING SURFACE(S) PER MFR'S REC. • WALL-TYPE 02 - 1 LAYER 5/8" TYPE -X GWB ON 2-1/2" 25 GA. MIL. STUDS • 2' -0" O.C. BASE AS SCHEDULED FLOOR COVERING AS SCHEDULED FASTEN METAL RUNNER TO SLAB W/ POKER ACTIVATED FASTENER 1/8" DIA. 3/4" MN4. PENETRATE 2' -0" O.C. 19 PAPITITION nos 11r 1 gar • MIN= PARTMONII 1 VT • ter ft ;•,10 4" 1. :1rr./%� 15 PARTITION PER PLAN ACOUSTIC SEALANT TYP. CLOSED CELL NEOPRENE GASKET BASE BUILDING WINDOW MULLION NOTE: NEW FASTENERS ARE NOT PERMITTED AT (E) EXTERIOR WINDOW COMPONENTS. NEW PARTMON • WINDOW MULLION 11/2' =1-0' I • STEEL TUBE BRACE AT PARTITION END, HEIGHT AS REQUIRED 2 "x3" RECTANGULAR TUBE -STEEL SUPPORT (NTH BOTTOM FLANGE) 0 1O' -O" o.c., MAX FASTENED TO SLAB WIN CONC. EXPANSION ANCHOR BOLTS END OF PART1TICN L BEAD TAPE & SPACKLE WY TOP -CAP - PAINT TO MATCH SIDES - U.O.N. L BEAD TAPE & SPACKLE CONTINUOUS METAL STUD TOP RUNNER 20 GA. CONTINUOUS SHEET -METAL BACKING, FLOOR TO TOP OF WALL, W IEN MILLWORK (CABINETS OR COUNTER -TOP) CONNECT TO WALL. 1 LAYER 5/8" TYPE -X GNI EA. SIDE OF 2 -1/2" 25 GA. MTL. STUDS • 2' -0" O.C.. STUD CRIMPED AT HEAD TO RECEIVE TOP TRACK. SCHEDULED BASE SCHEDULED FLOORING FASTEN METAL RUNNER TO SLAB W/ POSER ACTIVATED FASTENER 1/8" DIA. 3/4" MIN. PENETRATE 2' -0" O.C. 20 PARWITON TYPS P - PARR& MOW WALL 41 1vr•i-0r CAREER EDUCATION CORPORATION 8457 REGISTERED C EDWARD HANBICKI STATE OF WASHINGTON CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUE FOR PERMIT/ PRICING Issue Description 05.21.04 Date IA SEAT job No n PER 56 1201 ALASKAN WA SUITE SEATTLE. WA TON 2O °2h4 °y95 r A\ 206 • 2000 IA ►K 41 ORAIRIGS AND IIRITEN MATRIX, HERE1M CONSTTI1.11E "iE INCINK ANC flPUBUS ED NOM, ]F 11* ARCHTECT, a*, 44E SANE NA, NOT N< DOPUCATED, ,SEC. 7A iTsGCSfC NINA.'' "NE III' 1V CONSENT OF M AROI1ECT Drawn DHACP/RD Check MG/EH Owrrer 4cprovd 21411500 Scde VARES DETAI LS Tat su. A -8.1 9 1 1 I 1 0 • 1 ' i" l YI' PLAM BACKSPLASH MERE OCCURS PLAM BACKSPLASH WHERE OCCURS FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED AT FULL N HEIGHT FRAMING (TYP.) - W000 BLOCKING AS REQUIRED WOOD BLOCKING AS REQUIRED PLAM OVER 3/4' PLYWOOD WOOD BLOCKING AS REQUIRED PLAM ON 3/4" PLYWOOD SHELF TYP MAGNETIC CATCHES PLAM ON 3/4" ADJUSTABLE MOF SHELF CONTINUOUS W000 CLEATS (TYP.) WOOD BLOCKING %irirriiidur..riaedr. ivii riiriiiaisii.►' AS REQUIRED Itwom��►�.����.� amo.."�wieloo i, � LINE OF WALL, PER PLANS MTL. BALL BEARING 80 % • LB. CAPACITY FULL EXTENSION DRAWER GLIDE WOOD BLOCKING AS REQUIRED CAREER EDUCATION CoRroa,►noH I UNE OF GYP. 8D UNE OF WALL FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED AT FULL HEIGHT FRAMING (TYP.) WOOD BLOCKING AS REQUIRED MAGNETIC CATCH (TYP.) INTERIOR CABINET TO BE WHITE MELAMINE, TYP. ADJUSTABLE SHELF, PLAM OVER 3/4" MOW fir , •e ' • :14,4 � • CONTINUOUS WOOD CLEATS (TYP.) 3/4" PLYWOOD DOOR W/ PLAM PER ELEVS WOOD BLOCKING AS REQUIRED *000 BLOCKING AS REQUIRED ELEC. OUTLET MOUNTED HORIZONTALLY SECTION THROUGH UPPER CABINETS SECTION THROUGH BASE CABINET • SINK REFER TO ELEVATION FOR DEPT OF COUNTER PLAM BACKSPLASH NFIERE INDICATED PLAM BACKSPLASH WHERE OCCURS WOOD BLOCKING AS REQUIRED PLAM OVER 3/4" PLYWOOD WOOD BLOCKING AS REQUIRED PLAM OVER 3/4' PLYWOOD 3 "X 3 "X 1/4" STEEL ANGLE SUPPORT LINE OF WALL. PER PUNS PROVIDE PLAS. LAM. FILLER STRIP AS REQUIRED A21215/4/4120•01112P2110,40,411WIP/APIAKKAPMIWAPIOWArol 74 01 [_ F- i y MTL BALL BEARING 80 J LB. CAPACITY FULL o / / EXTENSION DRAWER GLIDE / I 1 1 I W 41 4/ , I r0 0 [ �- / / . 00 01 j V tr1 11, WOOD BLOCKING AS REQUIRED UNDER COUNTER APPLIANCES AS c9-1 APPUCABLE: SEE ELEVATION ELEC. OUTLET 15" A.F.F. (TYP.) BASE AS SCHED. WOOD BLOCKING AS REQUIRED WOOD BLOCKING AS REQUIRED i. e!!.•1!!! !!!A IMMIP!!!!!!!!!!A/.,.. 0 00 / 0 O (rr / 0 000 " q i /. WOOD BLOCKING AS REQUIRED !!/ lla� %!!!!! /!1 /!!!!!!!!!!!/►./!/, '1► 13 CI IA IA FA IA or s • S /le■ FA FA IA FA FA IA PA FA FA Ar it / LINE OF WALL, PER PLANS - RUBBERMAID TRASH RECEPTACLE AS SCFED ADJUSTABLE SHELF, PLAM OVER 3/4" MOF CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 WOOD BLOCKING AS REQUIRED / / 00 1 `or SECTION THROUGH MICROWAVE "TOWER' SECTION THROUGH FULL- DRAWER BASE CABINET 1 v2" = 1-ow SECTION THROUGH TYPICAL BASE CABINET SECTION THROUGH CABINET • TRASHY RECYCLE 1 1/2" =1r-0' STRUCTURAL SUPPORT BY G.C. CAULK ALL JOINTS SOUND ATTENUATION 2 LAYERS 5/8* GYPSUM BOARD 3/8" DIA. HANGER RODS CEIUNG AS SCHEDULED nnrinnnnn -;l j nnnnnnnn TYPE A4 WALL CONSTRUCTION PLYWOOD BLOCKING ALUM ROWNG GLASS HEAD TRACK ROWNG SASH W /LOCK AXED SASH BEYOND LEVER CLOSURE PANEL JOINT BULB SEAL CLOSURE WALL 3 1/2" 2" MAX RECESSED ALUM GUIDE TRACK I--- -1 -1 /2" TRANSACTION LEDGE: PL -3 PLYWOOD BLOCKING I -FLOOR COVERING THICKNESS 10 HORIZONTAL SECTION THROUGH OPERABLE PAwmON VERTICAL SECTION THROUGH OPERABLE PARTITION 3" = 1-09 WOOD FRAME PER SCHEDULE HARD WOOD FRAME PARTITION PER SCHEDULE W000 FRAME PER SCHEDULE DOOR PER SCHEDULE WD BLOCKING WOOD FRAME PER SCHEDULE MAPLE WOOD FRAME TO MATCH EXIST REFER TO RELITE ELEVATIONS FOR GLASS INFORMATION DOOR PER SCHEDULE W000 FRAME PER SCHEDULE SIUCONE BEAD REFER TO RELITE ELEVATIONS FOR GLASS INFORMATION SIUCONE BEAD REFER TO REUTE ELEVATIONS FOR GLASS INFORMATION SIUCONE BEAD PARTITION PER SCHEDULE MIL STUD DOOR PER SCHEDULE PARTITION PER SCHEDULE • • 0 w ISSUE FOR PERMIT/ PRICING Issue Description 05.21.04 Dote IA S E A T T L E ryivRE� E4'nM, 4 MAY 2 r ,,004 P664417 J►TEti PIER 56 1201 ALASKAN SUITE SEATTLE. WASHNGTON Q_8 C. 206.264.995 FA\ 206, � 4 - l5 y, .roo.H. PK Ill DRAMS Alp OR TTEN MATERIAL HEREIN CONS TE 'tiE 7tII 4A. AHp JAPUar9tD IIORII *H£ ARCH TECT. AND THE SMIE VAr NOT 9E DUPUG'ED. .SEC. JP OrSa CYIT 1/T) O Tl( 00IT1rq CONSENT Cr THE ARCMIECT E c?M DH/KP/RD O ck MG/EH Owner Approval jab Na 2411500 Sc.ARES DETAILS Yob A -8.2 A • • HARDWARE SCHEDULE LOCATION( , DESCRIPTION` SPECIFICATIONS HW1 TYPICAL LATCHSET 2 PAIR BUTT— HINGES SET# HW7 LOCATION(S) DESCRIPTION/ SPECIFICATIQNS PAIR FLOOR EXIT 4 PAIR BUTT— HINGES DOOR DOOR SCHEDULE R NAM DOOR FRAME WI ' TH H I HT THI KN TYP MA R FINI H TYP MAT HDW 1 R RATING 1 SET NOTES 1 EACH LATCHSET 2 EACH PANIC BAR / LOCKSET 1 EACH WALL STOP 3 EACH SILENCERS 2 EACH WALL STOP 2 EACH SILENCERS 101 103A SUITE ENTRY /EXIT DRAFTING LAB 3' -0 8 4 • —3/4 SCW PL -1 A ' 0" � 4" � " WD 3 — 8 — —3 4 A HM PAINT A HM - 2 EACH OVERHEAD CLOSERS 1038 104 DRAFTING LAB 3' -0" 8' -4" 1 -3/4" SCW PL -1 A WD IDF ROOM 3' —0 105 PC LAB CLASSROOM HW2 RESTROOM 2 PAIR BUTT — HINGES 1 EACH PUSH /PULL 1 EACH WALL STOP HW8 PAIR LOCKSET 4 PAIR BUTT— HINGES ,106 108 8' -4" 1 -3/4" A SCW PL -1 A WO 3' -0" 8' -4" 1 -3/4" C SCW PL -1 A WD STORAGE 2' -6 SKETCH LAB CLASSRM 3' -0" 8' 4" 8' -4" 3 EACH SILENCERS 1 EACH LOCKSET 1 PAIR FLUSH BOLTS 109 110A LAB CLASSROOM SEWING LAB —3/4" A SCW PL -1 A WD —3/4" C SCW 'PL -1 A WD 3' -0" 8' -4" 1 -3/4" C SCW PL —1 A WD 3' -0" 8' -4" 1 -3/4" �C 'SCW PL -1 A WD OMNI - EACH DEADBOLT KEYED BOTH SIDES 1 EACH DUSTPROOF STRIKE 1108 SEWING LAB 2 EACH FLOOR STOP 111 SUITE ENTRY/ EXIT 2 EACH SILENCERS 112A PATTERN LAB HW3 SECURED ACCESS , 2 PAIR BUTT — HINGES 1 EACH ELECTRIC STRIKE 2 EACH OVERHEAD CLOSERS 1128 PATTERN LAB 112C 1 EACH CARD READER 113 PATTERN LAB GERBER 3' -0" 8' -4" 1 -3/4" C SCW PL -1 A WD 3' -0" 8' -4" 1 -3/4" C SCW PL -1 A WD 3' -0" 8' -4" 1 -3/4" C SCW PL -1 A 'WD 3' -0" 8' -4" 1 -3/4" C SCW PL —1 A WD 3' -0" 8' -4" 1 -3/4" C SCW PL -1 A TWD 3' -0" 8' -4" 1 -3/4" C SCW PL -1 A WD - 1 - 1 1 1 EACH WALL STOP HW9 PAIR SECURE ACC. 4 PAIR BUTT — HINGES 114A MATL & RESOURCES 3' -0" 8' -4" 1 -3/4" C SCW PL -1 8 WD - 3 EACH SILENCERS 1 EACH ELECTRIC STRIKE 1148 MATL & RESOURCES 3' -0" 8' -4" 1 -3/4" C SCW PL -1 A WD 1 EACH OVERHEAD CLOSER 1 EACH CARD READER 1 PAIR FLUSH BOLTS 146 MEN'S ROOM 147 WOMEN'S ROOM 3' -0" 8' -4" 1 -3/4" A SCW PL— A WD 3' -0" 8' -4" 1 -3/4" ~ A SCW PL -1 A WD HW4 EXTERIOR DOOR 1 EACH DUSTPROOF STRIKE 2 PAIR BUTT— HINGES 1 EACH PANIC BAR LOCKSET 1 EACH FULL WEATHER STRIPPING 2 EACH FLOOR STOP 202 SUITE ENTRY/ EXIT 2 EACH SILENCERS 2 EACH OVERHEAD CLOSERS EACH OVERHEAD CLOSER 203A CLASSROOM #1 2038 204 205A CLASSROOM #1 IDF ROOM CLASSROOM #2 3' -0" 8'-4 1 -3/4 3' -0" 8' -4" 1 -3/4" 20' -8" 8' -4" 3 3' -0" 8' -4" 1 -3/4" A SCW ,PL- 3'-0" 8' -4" 1 -3/4" TC SCW PL- SCW PL -1 A WD SCW PL -1 A WD — 3 IMMO — — — OPERABLE PARTITION A WD A WD - IMMO TYPICAL LOCKSET , 2 PAIR BUTT — HINGES 1 EACH LOCKSET EACH WALL STOP HW1 0 DUTCH DOOR 2 PAIR BUTT — HINGES 1 EACH LOCKSET 1 EACH OVERHEAD HOLD —OPEN CLOSER EACH WALL STOP 4 EACH SILENCERS 2058 CLASSROOM #2 205C 205D 206 CLASSROOM #4 20'-8 8' -4 3' -0" 8' -4" 1 -3/4" A SCW 3' -0" 8' -4" 1 -3/4" A SCW 3'-0 8' -4" 1 -3/4 207 CLASSROOM #3 8' -4" 1 -3/4" PL -1 �A FWD PL -1 A WD SCW PL- SCW PL- A WD — OPERABLE PARTITION A WD 3 EACH SILENCERS 208 FUTURE LECTURE 214 CORRIDOR HW11 BIFOLD 3 PAIR BUTT — HINGES HW6 FLOOR EXITS 2 PAIR BUTT— HINGES 1 EACH PANIC BAR /LOCKSET 1 EACH 8' BIFOLD TRACK W /HANGERS 2 EACH 4" WIRE PULLS 215 MEN 3' -0" 8' -4" 1 -3/4" A SCW PR. 3' -0" 8' -4" 1 -3/4" C SCW 3' -0" 8' -4" 1 -3/4 216 WOMEN 3' -0" 8' -4" 1 --3/4" SCW SCW PL— PL -1 A WD PL -1 C WD 7 PL -1 A WD A WD 1 EACH WALL STOP EXIST 1 EACH OVERHEAD CLOSER VARIES / EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 3 EACH SILENCERS GENERAL NOTE: 1. ALL HARDWARE, EXIT OR OTHERWISE, IS TO MEET ADA /ACCESSIBLITY REQUIREMENTS AND BE CAPABLE OF BEING OPERATED WITHOUT SPECIAL KNOWLEDGE. 2. EXISTING DOORS, FRAMES & HARDWARE TO BE REMOVED AND STORED OR DISPOSED OF AS DIRECTED BY PROPERTY MANAGEMENT. 3. HARDWARE IS TO BE BUILDING STANDARD, BRUSHED— CHROME FINISH "US26D ", TYP, U.O.N. 4. REFER TO DETAIL 6/A -8.1 FOR HARDWARE MOUNTING HEIGHTS. DOOR FRAME TYPES NOTE: SOUR CORE PAINT —GRADE WOOD FRAMES U.O.N. TYPE A: SINGLE DOOR FRAME /7 1 4i> TYPE B: SINGLE DOOR FRAME WITH RELITE, 1 /4" TEMPERED GLASS TYPE C; DOUBLE DOOR FRAME DOOR ELEVATION TYPE A: 1 -3/4" SOLID CORE WOOD DOOR, PL -1 FINISH 9 TYPE B: 1 -3/4" SOLID CORE WOOD 'DUTCH — DOOR', PL -1 FINISH TYPE C: 1 -3/4" SOLID CORE W000 DOOR w/8 "x48" 1/4" CLEAR FINISH TEMPERED LITE, PL -1 1 s J TYPE D: 1 -3/4" SOLID CORE W000 STILE & RAIL DOOR (PAIR WHERE SHOWN), PL -1 FINISH 'TYP'E E: 1 -3/8" HOLLOW CORE WOOD BIFOLD DOORS, PL -1 FINISH • 1 'TYPE F: OPERABLE PARTITION MFR: TBD TRIM AND HINGE FINISH: TBD FABRIC: TOD. • RECITE ELEVATION 1 %4(4Ea 11FE 1 Jf TYPE A: GWB FRAME W /SUDNG ALUM. SASH, 1/4" CLEAR TEMPERED GLASS & 1-1/2" TRANSACTION COUNTER PL -3 • TYPE 8: SOLID CORE PAINT —GRADE WOOD FRAME, 1/4" CLEAR TEMPERED GLASS • CAREER EDUCATION CORPORATION CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 012004- City B G DIVISION UILDIN �-= ISSUE FOR PERMIT/ PRICING Issue Description 05.21.04 Date IA S E A T T L E PIER 56 1201 ALASKAN VvAv. SEATTLE. WAS'- tJGTON 206-264.9195 FAX SAY V 9q .2006 ALL DRANINCS ANO BITTEN MATRIX 1E0E04 CGSTfTLIE 'HE ORIGNAi UIC LINPUEICSIV 1001 1w ARCHITECT. MID THE SAME NAr NOT BE Dl1PUCATEC USED. JR DISC.JSED glum* 'NE I/t'Tv CONSENT OE THE ARCHITECT Drawn c*-1/ (P/RQ Check MG/EH Owner Approvci Na job t;4»s00 Scck►VARES DOOR & HARDWARE SCHEDULE Stst A -8.3 • 1 TYP 7ieT W12 --' (4) % "0 A325 BOLTS Y" FITTED t EACH SIDE Y" FITTED t EACH SIDE 3: 2r W12 ROD BEYOND SECTION (E) ROOF (E) 2x4 L3x3x6c0' -6" EA SIDE W/ (2))/2"0 MB 1 (E) 3x12 J,.41/2'J, SECTION 7 1 " =1'-0" (E) ROOF DECK (E) 2x4 PURLINS 02'.0"OC (2) SDSY4x?3i L1 )ix1 4x12 SEE DETAIL 10/S1 FOR SIMILAR BRACE CONNECTION TO PARTITION HANGING ASSEMBLY SECTION L1x13� %'0 RODS (E) ROOF DECK u SERIES FACE MOUNTED HANGER �' TYP 1r DP BLOCKING 4x12 (E) ROOF DECK L3x3x5iea0• V® THRU-BOLTS W/ CUT WASHER UNDER NUT (E) 4x12 BEAM '0 RODS CEILING BY OTHERS PARTITION HANGING ASSEMBLY NUT EACH SIDE OF BRACE & TIGHTEN PARTITION HANGING ASSEMBLY 13 SECTION 14151 v 1y" /"0 RODS CEILING BY OTHERS PARTITION HANGING ASSEMBLY • (E) ROOF DECK 90/40-01‘g 18 Y"0 BOLT FINGER TIGHT DETAIL Y4' BENT t W! %%x1" SLOTTED HOLES IN HORIZ LEG & %ex 1)i' HOLE IN VERT LEG r "0 RODS CEIUNG BY OTHERS PARTITION HANGING ASSEMBLY 3' =1'-0" } Jt, )14' BENT It 14 19 SECTION 1, " =1'-0" 15 • (E) ROOF DECK .mot 648x1' -3" W/ (4) 4"0 xai LEG BOLTS (E) 4x12 %v 1'/4" W12 r x4 iiU4" W/ (2) % "0 _/ - A325 BOLTS SECTION SECTION (2) SDSY, (E) 4x12 BEAM L1}ix13) SEE PLAN FOR BRACING LOCATIONS. 1' =1'-0" 9 10 (E) G.L. iii 13/S1 TYP 0 gor W12x35 I(E) 5Y8X2153i 8 S' N w SECTION (E) ROOF DECK (E) 2x4 PURLINS @2'-0"OC 4x12 U410 (E) GLU -LAM BRACE W12 BOT FLG 4x12 BLOCKING TYP 5/S1 I ; it TYP 2x12 BLOCKING SECTION I 16/S1 TYP ger EW FOLD OPEN • ' 2x12 BLOCKING a/s1 TYP V 4x12 BLOCKING r� TYP ham: 4 N rt 4.0' m a ip 6/S1 1 4'-0" 1 FOLDED POSITION TYP (E) PIPE COLUMN TYP 1," =1'-0" 16 1 ROOF FRAMING PLAN 6 Y'a1'47 8 �BVILDINNG CODE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE REFERENCED BY THE BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. APPLICABLE CODES AND STANDARDS BUILDING CODE UNIFORM BUILDING CODE (UBC), 1007 EDITION AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "ALLOWABLE STRESS DESIGN, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS', DECEI.IER,1903. ASTM NDS STRUCTURAL DESIGN DATA ROOF DEAD LOAD SNOW LOADS SEISMIC LOADS: CARPENTRY AMERICAN SOCIETY OF TESTING AND MATERIALS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 1997 EDITION 10PSF 25 PSF IN ACCORDANCE WITH UBC 97 (ZONE 3), ap1.0, Ca=0.36. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCUB STANDARD GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION. DIMENSIONAL LUMBER SHALL HAVE THE FOLLOWING MINIMUM PROPOERTIES FOR DF #2 KD 19%: Fb = 875 PSI Ft = 575 PSI Fv =95 PSI Fc =1300 PSI (PARALLEL) Fc = 625 PSI (PERPENDICULAR) E =1,600,000 PSI ALL DIMENSIONAL LUMBER SHALL HAVE A MOISTURE CONTENT OF 19% AT TIME OF INSTALLATION. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY, SAN LEANDRO, CALIFORNIA. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. STRUCTURAL STEEL ALL STEEL SHAM. CONFORM TO THE FOLLOWING UNLESS SPECIFIED OTHERWISE ON DRAWING WF SHAPES ANGLES, PLATES THREADED ROD BOLTS WELDING MISCELLANEOUS ASTM A992, Fy = 50 ksi ASTM A36, Fy = 36 Icsi (Default) ASTM A36 ASTM A325N AWS D1.1, E70XX ELECTRODES STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDMONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDEUNES ONLY AND MUST BE VERIFIED. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. VERIFY LOCATION OF EXISTING FRAMING PRIOR TO STEEL FABRICATION. COORDINATE HANGER ROD LAYOUT WITH DOOR MANUFACTURER AND STEEL FABRICATOR. SEE DOOR MANUFACTURER SHOP DRAWINGS FOR HANGER LAYOUT PLAN. (E) INDICATES EXISTING Z O H 112 a o � O � U c L m O CO a� Oa)O W � o DC � w Ct W U GENERAL NOTES Try r'TvKW� MAY 2 1 200 PERMIT TEn KEYPLAN SeFIIe Structural Seattle Structural PS Inc. Civil and Structural Engineering 1411 Fourth Avenue. Suite 760 Seattle, WA 98101 -2231 206- 343 -3000 phone 206 -343 -3013 fax ISSUED FOR: P1r DATE ISSUED: o6R1104 REVISIONS P40. DATE ISSUED DESIGNED BY: 10 DRAWN BY: KD OWNER APPROVAL: DRAWING FILE: FOLDING PARTITION PLAN & DETAILS S1 • • • 1 a LIGHTING FIXTURE SCHEDULE DESIG- NATION HP TYPE DESCRIPTION MANUFACTURER AND CATALOG NUMBER ALTERNATE MANUFACTURER POWER SOURCE LAMP DATA BRANCH CIRCUIT WIRING VOLTS FPT 7 -1 -1 REMARKS QTY CONDUIT STUBBED OUT WITH BUSHING DESCRIPTION 1 WATTS A RECESSED 2'X4', TWO T8 LAMPS, ELECTRONIC BALLAST, 18 CELL SEMI SPECULAR LOUVER UTHONIA 2P114 -G -B- 232 -18- LS -277 COLUMBIA, LIGHTOLIER, METALUX y 2 FT32T8/835 277 32 PANEL HV 277 1"C-2#4 & #10 GND B UNDER COUNTER LIGHT, SINGLE T8 LAMP. ELECTRONIC BALLAST, ACRYLIC LENS, 3' LENGTH ALKCO LINCS 150- 036 /ECB APPROVED EQUAL SMOKE DAMPER 1 FT25T8/835 PANEL HV 25 1 "C -2 #4 & #10 GND 120 FPT 7 -1 -4 C RECESSED TRACK WITH SINGLE CIRCUIT, ALUMINUM FINISH, DIE CAST SPOT, WITH 55W PAR 16 WIRE FLOOD UGHT, HEX CELL COVER AND BEAM SMOOTHER. UGHTOUER 8416AL- AL2HC -AF2LP APPROVED EQUAL 1 1 55PAR16 3/4 "C -2 #6 & #10 GND 55 FPT 7 -1 -5 120 CONFIRM FINISH WITH ARCHITECT D RECESSED UNEAR WALL WASH, SINGLE 18 LAMP, ELECTRONIC BALLAST. OPEN REFLECTOR ENGINEERING LIGHTING PRODUCTS 132T8WW -AKC APPROVED EQUAL SPC 1 F32T8/835 FPT 7 -1 -6 32 51.1 277 CONTINUOUS ROWS iet LED EXIT SIGN WITH PRECISION MOLDED THERMOPLASTIC HOUSING, WHITE HOUSING, GREEN LETTERING UTHONIA LQM- S -W -X -G -277 APPROVED EQUAL x 1 - 38.6 - 277 277 REFER TO DRAWINGS FOR ARROWS E NOT USED x FPT 7 -1 -8 EXISTING TO BE REMOVED 18.3 EXPLOSION PROOF 277 1 PANEL HV SPC 1/2"C-2#12 d: #12 GND F SURFACE MOUNTED SINGLE LAMP STRIP UGHT, SINGLE 32W T8 LAMP WITH ELECTRONIC BALLAST - APPROVED EQUAL 1 FT32T8/835 32 277 FPT 7 -2 -1 EQUIPMENT CONNECTION SCHEDULE DESIG- NATION HP MCA KVA VOL- TAGS P H POWER SOURCE CONNEC- TION TYPE BRANCH CIRCUIT WIRING REMARKS FPT 7 -1 -1 SPECIAL PURPOSE RECEPTACLE OUTLET: RATING AS INDICATED 62.4 CONDUIT STUBBED OUT WITH BUSHING 277 1 PANEL HV SPC 1"C-2#4 3r #8 GND x FPT 7 -1 -2 y 57.9 $ 277 1 PANEL HV SPC 1"C-2#4 & #10 GND x FPT 7 -1 -3 D 51.1 SMOKE DAMPER 277 1 PANEL HV SPC 1 "C -2 #4 & #10 GND x FPT 7 -1 -4 1 WAY OCCUPANCY SENSOR, CEILING MOUNTED 44.0 CORRIDOR OCCUPANCY SENSOR, CEILING MOUNTED 277 1 PANEL HV SPC 3/4 "C -2 #6 & #10 GND x FPT 7 -1 -5 CARD READER 35.7 HEAVY DUTY DISCONNECT SWITCH WITH FUSE 277 1 PANEL HV SPC 1/2 0C -2 #8 & #10 GND x FPT 7 -1 -6 V 51.1 RIGID STEEL CONDUIT 277 1 PANEL HV SPC 1 "C -2 #4 & #10 GND x FPT 7 -1 -7 JUNCTION BOX, WALL MOUNTED 38.6 INTERCOM MASTER STATION 277 1 PANEL HV SPC 1/2 "C -2 #8 & #10 GND x FPT 7 -1 -8 EXISTING TO BE REMOVED 18.3 EXPLOSION PROOF 277 1 PANEL HV SPC 1/2"C-2#12 d: #12 GND x FPT 7 -2 -1 41.7 277 1 PANEL HV SPC 3/4 "C -2 #6 & #10 GND x FPT 7 -2 -2 32.7 277 1 PANEL HV SPC 1/2 11C -2 #8 & #10 GND x FPT 7 -2 -3 35.0 277 1 PANEL HV SPC 1/2"C-2#8 & #10 GND x FPT 7 -2 -4 4 277 1 PANEL HV NOT USED FPT 7 -2 -5 277 1 PANEL HV NOT USED FPT 7 -2 -6 277 1 PANEL HV NOT USED FPT 7 -2 -7 277 1 PANEL HV NOT USED FPT 7 -2 -8 37.2 277 1 PANEL HV SPC 1/211C-2#8 & #10 GND NOT USED FPT 7 -2 -9 13.8 277 1 PANEL HV SPC 1/2"C -2 #8 & #12 GND NOT USED POWER CONDUIT SIZE AS REQUIRED FOR OUTLET TYPE, 1" MINIMUM. REFER TO STRUCTURAL REQUIREMENTS FOR MINIMUM CONCRETE COVER. FLOOR COVERING WALKER CAST IRON 2 1/2" DEEP WITH OUTLETS AS INDICATED BRUSHED STAINLESS STEEL CARPET FLANGE AND COVERPLATE TELECOM CONDUIT SIZE AS REQUIRED GRADE' RECEPTACLE OUTLET IN FLUSH FLOOR BOX DETAIL NO SCALE AV 0 TYPICAL 15AMP, 125VOLT DUPLEX RECEPTACLE EPDXY - PAINTED DIE CAST ALUMINUM CARPET FLANGE/ FINISH RING EZ -LOCK RETAINER RIN INTUMESCENT INSULATOR 3" CORE- DRILLED HOLE THRU CONCRETE FLOOR SLAB 3/4" EMT RACEWAY 1 frainirwr giro 11 sorrumpudaamv POWER JUNCTION BOX WITH 24.8 CUBIC INCH CAPACITY lEQIE� COMMUNICATION ADAPTER NOT SHOWN FOR CLARITY 2.125" POLYCARBONATE SUDE HOLDER ASSEMBLY TYPICAL LOW TENSION PORT FOR VOICE,DATA,SIGNAL DEVICES BOTTOM PLATE 16.375" FLUSH POKE THROUGH DEVICE DETAIL NO SCALE • RACEWAY LEGEND P 1 , CONDUIT CONCEALED ABOVE CEIUNG OR WITHIN WALL ' DUPLEX RECEPTACLE OUTLET: 125V, 15A CONDUIT BELOW GRADE OR EMBEDDED WITHIN SLAB DUPLEX RECEPTACLE OUTLET: 125V, 15A, TOP HALF SWITCHED III CONDUIT UP i;. ' DOUBLE DUPLEX RECEPTACLE OUTLET: 125V, 15A CONDUIT DOWN SPECIAL PURPOSE RECEPTACLE OUTLET: RATING AS INDICATED (;) 'Y CONDUIT STUBBED OUT WITH BUSHING ED E•--- CONDUIT STUBBED OUT AND CAPPED 1 CONDUIT HOMERUN Q , WIRING DEVICE LEGEND P SINGLE RECEPTACLE OUTLET: 125V, 15A 9 DUPLEX RECEPTACLE OUTLET: 125V, 15A IP DUPLEX RECEPTACLE OUTLET: 125V, 15A, TOP HALF SWITCHED III DUPLEX RECEPTACLE OUTLET: 125V, 20A i;. ' DOUBLE DUPLEX RECEPTACLE OUTLET: 125V, 15A TI SPECIAL PURPOSE RECEPTACLE OUTLET: RATING AS INDICATED (;) 'Y POWER CONNECTION TO ELECTRIFIED FURNITURE SYSTEM ED POWER TYPE PLUG STRIP, LENGTH APPROXIMATELY AS SHOWN SURFACE MOUNTED PANEL 120/208V SIZE APPROXIMATELY AS SHOWN 1 POWER /TELECOM TYPE PLUG STRIP, LENGTH APPROXIMATELY AS SHOWN Q TELECOM OUTLET y TELECOM CONNECTION TO ELECTRIFIED FURNITURE SYSTEM $ SINGLE POLE SWITCH $ 2 DOUBLE POLE SWITCH $ 3 THREE WAY SWITCH $ 4 FOUR WAY SWITCH D WALL DIMMER SMOKE DAMPER fl OCCUPANCY SENSOR, WALL MOUNTED Os WALL WASHER, CEIUNG MOUNTED 4 F 2 WAY OCCUPANCY SENSOR, CEIUNG MOUNTED 17� U/ 1 WAY OCCUPANCY SENSOR, CEILING MOUNTED 2 a CORRIDOR OCCUPANCY SENSOR, CEILING MOUNTED OS AUTOMATIC TRANSFER SWITCH WIRING DEVICE SUBSCRIPT LEGEND IIPAC Ip C GFI Ip wP (p ° CP6 $ AC = ABOVE COUNTER C - CEILING MOUNTED GFI = GROUND FAULT INTERRUPTER WP = WEATHERPROOF a = LOWER CASE LETTER INDICATES SWITCH CONTROL 6 = NUMBER INDICATES CIRCUIT NUMBER a = LOWER CASE LETTER INDICATES SWITCH CONTROL SHEET NOTES A. PROVIDE EQUIPMENT CONNECTION TYPES AS INDICATED 1. TYPE FR: FRACTIONAL HORSEPOWER SINGLE PHASE MOTOR. PROVIDE THERMAL OVERLOAD /DISCONNECT SWITCH AND MOTOR CONNECTION. 2. TYPE M: MOTOR WITH STARTER PROVIDED UNDER DIVISION 16. PROVIDE DISCONNECT SWITCH AND MOTOR CONNECTION 3. TYPE SPC: SINGLE POINT CONNECTION. PROVIDE SINGLE POINT CONNECTION TO EQUIPMENT PROVIDED WITH FACTORY MOUNTED STARTER /CONTROLLER. PROVIDE FUSIBLE DISCONNECT SWITCH WITH FUSES SIZED IN ACCORDAIICE WITH EQUIPMENT NAMEPLATE REQUIREMENTS. • SECURITY LEGEND LIGHTING LEGEND MANUAL PULL STATION ELECTRIC STRIKE ES UGHTING FIXTURE, CEIUNG MOUNTED AREA SMOKE DETECTOR, WALL MOUNTED S )D ELECTRIC LOCK EL HEAT DETECTOR, CEIUNG MOUNTED W SPRINKLER WATER FLOW SWITCH ELECTRIC DEAD BOLT ED SPRINKLER TAMPER SWITCH SURFACE MOUNTED PANEL 120/208V SIZE APPROXIMATELY AS SHOWN 1 ELECTROMAGNETIC LOCK DI [1±1 © MAGNETIC DOOR SWITCH DS F EMPTY CONDUIT TB: LENGTH APPROXIMATELY AS SHOWN HOLDUP ALARM STATION MI 1 I DURESS ALARM STATION D SMOKE DAMPER fl MOTION DETECTOR, CEIUNG MOUNTED M WALL WASHER, CEIUNG MOUNTED GND qgl MOTION DETECTOR, WALL MOUNTED LIGHTING FIXTURE SUBSCRIPTIONS: NUMBER INDICATES CIRCUIT, LETTER INDICATES SWITCH CONTROL 2 a CCTV CAMERA 1 FATC AUTOMATIC TRANSFER SWITCH MIC CCTV : NUMBER REFERS TO CCTV CAMERA SCHEDULE 13 DJ A CARD READER CR HEAVY DUTY DISCONNECT SWITCH WITH FUSE EXIT SIGNS EXIT BUTTON EX POLYVINYL CHLORIDE CONDUIT ®' COMBINATION MOTOR STARTER /DISCONNECT SWITCH VIBRATION ALARM V THERMAL OVERLOAD /DISCONNECT SWITCH RIGID STEEL CONDUIT DOOR ALARM HORN 71 (PR ' J EXIT SIGN, RECESSED IN WALL INTERCOM SUBSTATION IC JUNCTION BOX, WALL MOUNTED r INTERCOM MASTER STATION [D M - SHEET NOTES A. PROVIDE EQUIPMENT CONNECTION TYPES AS INDICATED 1. TYPE FR: FRACTIONAL HORSEPOWER SINGLE PHASE MOTOR. PROVIDE THERMAL OVERLOAD /DISCONNECT SWITCH AND MOTOR CONNECTION. 2. TYPE M: MOTOR WITH STARTER PROVIDED UNDER DIVISION 16. PROVIDE DISCONNECT SWITCH AND MOTOR CONNECTION 3. TYPE SPC: SINGLE POINT CONNECTION. PROVIDE SINGLE POINT CONNECTION TO EQUIPMENT PROVIDED WITH FACTORY MOUNTED STARTER /CONTROLLER. PROVIDE FUSIBLE DISCONNECT SWITCH WITH FUSES SIZED IN ACCORDAIICE WITH EQUIPMENT NAMEPLATE REQUIREMENTS. • POWER LEGEND FIRE ALARM LEGEND LIGHTING LEGEND MANUAL PULL STATION O AREA SMOKE DETECTOR, CEILING MOUNTED UGHTING FIXTURE, CEIUNG MOUNTED AREA SMOKE DETECTOR, WALL MOUNTED S )D DUCT TYPE SMOKE DETECTOR LIGHTING FIXTURE, WALL MOUNTED HEAT DETECTOR, CEIUNG MOUNTED W SPRINKLER WATER FLOW SWITCH UGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN, CEIUNG MOUNTED © SPRINKLER TAMPER SWITCH SURFACE MOUNTED PANEL 120/208V SIZE APPROXIMATELY AS SHOWN 1 (FV UGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN, WALL MOUNTED [1±1 © (E) UGHTING FIXTURE CONNECTED TO EMERGENCY POWER SYSTEM F EMPTY CONDUIT TB: LENGTH APPROXIMATELY AS SHOWN LIGHTING FIXTURE, CONTINUOUS ROW, CEIUNG MOUNTED I 1 I ELECTRICAL METALLIC TUBING SD SMOKE DAMPER fl FIRE ALARM AND CONTROL PANEL FACP WALL WASHER, CEIUNG MOUNTED GND FIRE ALARM REMOTE PANEL FARP LIGHTING FIXTURE SUBSCRIPTIONS: NUMBER INDICATES CIRCUIT, LETTER INDICATES SWITCH CONTROL 2 a FIRE ALARM TERMINAL CABINET 1 FATC AUTOMATIC TRANSFER SWITCH MIC UGHTING TRACK WITH FIXTURES, LENGTH APPROXIMATELY AS SHOWN I,• .1 DJ A NORMALLY CLOSED UGHTING FIXTURE TYPE DESIGNATED BY LETTER INSIDE HEXAGON HEAVY DUTY DISCONNECT SWITCH WITH FUSE EXIT SIGNS ® ARROWS AS SHOWN, ILLUMINATED FACE AS INDICATED BY SHADING, CONNECT TO EMERGENCY POWER SYSTEM POLYVINYL CHLORIDE CONDUIT ®' COMBINATION MOTOR STARTER /DISCONNECT SWITCH EXIT SIGN, WALL MOUNTED $ T THERMAL OVERLOAD /DISCONNECT SWITCH RIGID STEEL CONDUIT EXIT SIGN, CEIUNG MOUNTED MOTOR CONNECTION (PR ' J EXIT SIGN, RECESSED IN WALL SINGLE POLE SINGLE THROW 0 P JUNCTION BOX, WALL MOUNTED EXIT SIGN, PENDENT MOUNTED 0 TL EXIT SIGN, LOW LEVEL, RECESSED IN WALL POWER LEGEND FIRE ALARM LEGEND F MANUAL PULL STATION S, AREA SMOKE DETECTOR, CEILING MOUNTED c AREA SMOKE DETECTOR, WALL MOUNTED S )D DUCT TYPE SMOKE DETECTOR ®H HEAT DETECTOR, CEIUNG MOUNTED W SPRINKLER WATER FLOW SWITCH LIGHTING PLAN BUILDINGS 7 FIRST FLOOR © SPRINKLER TAMPER SWITCH SURFACE MOUNTED PANEL 120/208V SIZE APPROXIMATELY AS SHOWN VISUAL ALARM; WALL MOUNTED (FV COMBINATION FIRE ALARM SPEAKER /VISUAL ALARM; WALL MOUNTED [1±1 FIRE ALARM HORN; CEILING MOUNTED (E) FIRE ALARM HORN: WALL MOUNTED F EMPTY CONDUIT TB: LENGTH APPROXIMATELY AS SHOWN COMBINATION FIRE ALARM HORN /VISUAL ALARM: WALL MOUNTED ELEV FSD FIRE /SMOKE DAMPER ELECTRICAL METALLIC TUBING SD SMOKE DAMPER fl FIRE ALARM AND CONTROL PANEL FACP GROUND FAULT INTERRUPTER GND FIRE ALARM REMOTE PANEL FARP ISOLATED GROUND MCP FIRE ALARM TERMINAL CABINET 1 FATC AUTOMATIC TRANSFER SWITCH MIC FIRE ALARM REMOTE ANNUNCIATOR FARA DJ POWER LEGEND E7 -0.1 LEGEND AND SCHEDULES SURFACE MOUNTED PANEL 277/480V SIZE APPROXIMATELY AS SHOWN ELECTRICAL SPECIFICATIONS E7 -0.3 ELECTRICAL ENERGY CODE FORMS BUILDING 7 E7 -0.4 ELECTRICAL PANEL SCHEDULES BUILDING 7 E7 -2.1 FLOOR PLAN BUILDING 7 FIRST FLOOR RECESSED MOUNTED PANEL 277/480 SIZE APPROXIMATELY AS SHOWN FLOOR PLAN BUILDING 7 SECOND FLOOR (7-3.1 LIGHTING PLAN BUILDINGS 7 FIRST FLOOR E7 -3.2 UGHTING PLAN BUILDING 7 SECOND FLOOR SURFACE MOUNTED PANEL 120/208V SIZE APPROXIMATELY AS SHOWN BUILDING 7 RISER DIAGRAM DPDT DOUBLE POLE DOUBLE THROW RECESSED MOUNTED PANEL 120/208V SIZE APPROXIMATELY AS SHOWN DOUBLE P011 SINGLE THROW (E) EXISTING TO REMAIN EC EMPTY CONDUIT TB: LENGTH APPROXIMATELY AS SHOWN ENGINEER'S CONTROL CENTER ELEV ELEVATOR EMT ELECTRICAL METALLIC TUBING STEP DOWN TRANSFORMER FURNISHED BY OTHERS fl FIRE CONTROL CENTER GFI GROUND FAULT INTERRUPTER GND GENERATOR IG ISOLATED GROUND MCP MOTOR CIRCUIT PROTECTOR MCS AUTOMATIC TRANSFER SWITCH MIC o\p (N) DJ HEAVY DUTY DISCONNECT SWITCH NORMALLY CLOSED J HEAVY DUTY DISCONNECT SWITCH WITH FUSE NTS ® MOTOR STARTER POLYVINYL CHLORIDE CONDUIT ®' COMBINATION MOTOR STARTER /DISCONNECT SWITCH RAC $ T THERMAL OVERLOAD /DISCONNECT SWITCH RIGID STEEL CONDUIT Q MOTOR CONNECTION SPDT ' J X CEIUNG MOUNTED JUNCTION BOX, C I E SINGLE POLE SINGLE THROW C, JUNCTION BOX, WALL MOUNTED TYP 0 CURRENT TRANSFORMER COMPARTMENT AND KWH METER UNLESS OTHERWISE NOTED SF -1 •- EQUIPMENT DESIGNATION POWER SOURCE 4 MCC -1 A - 0 --- ea DRAWING LIST E7 -0.1 LEGEND AND SCHEDULES E7 -0.2 ELECTRICAL SPECIFICATIONS E7 -0.3 ELECTRICAL ENERGY CODE FORMS BUILDING 7 E7 -0.4 ELECTRICAL PANEL SCHEDULES BUILDING 7 E7 -2.1 FLOOR PLAN BUILDING 7 FIRST FLOOR E7 -2.2 FLOOR PLAN BUILDING 7 SECOND FLOOR (7-3.1 LIGHTING PLAN BUILDINGS 7 FIRST FLOOR E7 -3.2 UGHTING PLAN BUILDING 7 SECOND FLOOR E7 -4.1 BUILDING 7 RISER DIAGRAM DPDT DOUBLE POLE DOUBLE THROW DPST DOUBLE P011 SINGLE THROW (E) EXISTING TO REMAIN ABBREVIATIONS LEGEND AFF ABOVE FINISHED FLOOR AFC! ARC FAULT CIRCUIT INTERRUPTER AIC AMPERES INTERRUPTING CAPACITY AF /AS AMPERE RATING OF FUSE /SWITCH AT /AF AMPERE RATING OF CIRCUIT BREAKER TRIP /FRAME A/V AUDIO /VISUAL BMS BUILDING MANAGEMENT SYSTEM CKT CIRCUIT CL CENTERLINE DPDT DOUBLE POLE DOUBLE THROW DPST DOUBLE P011 SINGLE THROW (E) EXISTING TO REMAIN EC EMPTY CONDUIT ECC ENGINEER'S CONTROL CENTER ELEV ELEVATOR EMT ELECTRICAL METALLIC TUBING MO FURNISHED BY OTHERS FCC FIRE CONTROL CENTER GFI GROUND FAULT INTERRUPTER GND GROUND IG ISOLATED GROUND MCP MOTOR CIRCUIT PROTECTOR MCS MOTOR CONNECTION SCHEDULE MIC MINERAL INSULATED CABLE (N) NEW NC NORMALLY CLOSED NO NORMALLY OPEN NTS NOT TO SCALE PVC POLYVINYL CHLORIDE CONDUIT (R) EXISTING TO BE RELOCATED RAC RIGID ALUMINUM CONDUIT RSC RIGID STEEL CONDUIT SCC SECURITY CONTROL CENTER SPDT SINGLE POLE DOUBLE THROW SPST SINGLE POLE SINGLE THROW TEL TELECOM TYP TYPICAL UON UNLESS OTHERWISE NOTED WP WEATHERPROOF WT WATERTIGHT (X) EXISTING TO BE REMOVED , XP EXPLOSION PROOF FLOOR BOX LEGEND POKE THROUGH PEDESTAL Q) SINGLE RECEPTACLE OUTLET: 125V, 15A ® DUPLEX RECEPTACLE OUTLET: 125V, 15A ler DUPLEX RECEPTACLE OUTLET: 125V, 20A DOUBLE DUPLEX RECEPTACLE OUTLET: 125V, 15A 0 SPECIAL PURPOSE RECEPTACLE OUTLET: RATING AS INDICATED Q COMBINATION DUPLEX RECEPTACLE /TELECOM OUTLET: 1 25V, 15A COMBINATION DOUBLE DUPLEX RECEPTACLE/ TELECOM OUTLET: 125V, 15A 0 TELECOM OUTLET 0 POWER CONNECTION TO ELECTRIFIED FURNITURE SYSTEM TELECOM CONNECTION TO ELECTRIFIED FURNITURE SYSTEM POKE THROUGH FLUSH 0 COMBINATION DUPLEX RECEPTACLE /TELECOM OUTLET: 125V, 15A RECESSED FLUSH SINGLE RECEPTACLE OUTLET: 125V, 15A ;0; DUPLEX RECEPTACLE OUTLET: 1 25V, 15A '' I; DUPLEX RECEPTACLE OUTLET: 1 25V, 20A -,',, DOUBLE DUPLEX RECEPTACLE OUTLET: 125V, 15A • % COMBINATION DUPLEX RECEPTACLE /TELECOM OUTLET: 125V, 15A COMBINATION DOUBLE DUPLEX RECEPTACLE/ TELECOM OUTLET: 125V, 15A r, • ® TELECOM OUTLET RAISED FLOOR ACCESS BOX, COMBINATION DOUBLE DUPLEX RECEPTACLE /TELECOM: 1 25V, 15A I. -• .. a • SEPARATE MOW MID APPROVAL REQUIRED CAREER EDUCATION CORPORATION pl wok + KwtY IIIG, 1417 Fourth AVE Suite 400 TM. (206) 342 -9900 Seattle. WA 98101 -2260 Fax. (206) 342 -9901 bA - .....1.,. CEC SOUTHCENTER BUILDINGS SEATTLE, WA REVIEWED FOR CODE COMPLIANCE .APPROVED JUL 01 2004 ,�;ty Of Tukwila BUILDING DIVISION ISSUE FOR PERMIT PROGRESS ISSUE ISSUE FOR D. D. Issue Description 05.21.04 05.14.04 4.28.04 Dote IA SE AT TA r, 1 2004 PIER 56 1201 ALASKAN WAY. SUTE 201 SEATTLE WASI-IVGTCN 98101 206.264.9195 FAX 206.624.1525 6110111, or. Al MOM IN 11111EN MEW RIM CAM NE WIER AO UNPUIUSWO 1IIwc OF 11E 4110MIXT, NO 11 WM •• IST t uwlceT & 011ik OR osaa® 1i*0n w WWI 0111111! a it saint r. Dom AKIOH OE& MG& Omer Asplaw! Pb Not 24E40 Solo 1111441 LEGEND AND SCHEDULES 1 • 2001 Washtn• State Nonresidential Enter Code • since Form Lighting Summary LTG-SUM • ...I a1' nn r f,• Project Info Protect Address 44S . gas AaMOvs= PARR freer Date 5/21/2004 7ekPILA 1'a sites -eats For Building Dspartrrient Use 171'2 Applicant Name- mat ARC Raze: AppkcantAddress 1417 4711 AVM. Sault 400 ar:AS?Ia 1'R 4e101 Appkcwlt Phone 291-342-111100 Project Description 0 New Building CI Addition Meration Q plans Included Refer to VVSEC Section 1513 for controls and commissioning requirements. ICompliance Option 0 Prescxipbve • Ughtu►g Power Allowance 0 teems Analysis ►See Ouakficabon Checklist Poised Indicate Prescnpbve & LPA spaces clearly an plans.) Alteration Exceptions I check appropnate beak) Q No changes are being made to the tigtting r Less than 60% of the fixtures are new and instated lighting wattage is not being increased Maximum Allowed Lithtine Wattage (Interior Location Ifloortroom no ► i Occupancy Descnpbon Mowed Watts pet t •• Area in t Allowed x Area 171'2 LASStwass AND L51$ 1.20 9821.0 11785.2 171'1 jcLassaoo.sa ARC tuns 1.20 9821.0 11785.2 850.0 a7r1 MacsSSSti 2 • x4 • TWO a LAMS RLLCSIOIIC 'ALLAN? 111 nom Table 15.1 (over) - document all exceptions on fame LTG -LPA Notes 1 Use manufacturers listed maximum input wattage Fa hard -wired ballasts only. the default table in the NREC Technical Reference Manual may also be used 2 Include ea lights unless less than 5 watts per fixture Proposed Lighting Wattage (I nterioi$l at fixtures For exempt lighting not exception and leave Wets/Fixture clank Taal Allowed Watt 23570. Location (floor/roam no I Fixture Description Number of Fsxlures Wets/ Fixture Wafts Proposed Sirs AIMS WV : • X4 • TWO a LAMRa Eli craouc sa .sae 81 62.0 5022.0 07r2 ?LACA LIerr 34 25.0 850.0 a7r1 MacsSSSti 2 • x4 • TWO a LAMS RLLCSIOIIC 'ALLAN? 111 _ 62.0 6882.0 $11'2 SACESSR0 s •x 4 • WALL WASr1sM II !WILE TS LASS 12 32.0 384.0 117 /1 eitCSealro 1"x 4 • WALL WASSRa e:SS1a 1'o ern 15 1 32.0 480.0 07,2 OVArACS *pear STAIR User 2 32.0 64.0 a71,1 saarAat aaesT STRIP LION' 1 32.0 32.0 oposed Watts may not exceed Total Allowed Watts for Interior Maximum Allowed Lithtint Wattage (Exterior Total Proposed Watt 13714.0 Location Description Allowed Wafts per It a per If Area in t or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) t 0 2 W/It Covered Parking (reflective paint 0 3 Wit Open Parking Open 02W/ft _, Outdoor Areas 'Bldg w 0 2 Wit (by facade) 0 25 W/ft , Bldg (by perm) 7 5 WA! e fa budding extinct. choose either the facade area or the permeter mieinod. but not both i Total Allowed Watt 2001 Washington State Nonresidential Enter Code Compliance Form use mrgr MOO maxalim input wattage, nor enures wen nro wreo masts on Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used Location Fbdure Description Number of Fixtures Watts/ Fixture W is Proposed t Total Proposed Watts may not exceed Taal Mowed Watts for Extema Taal Proposed Watts SHEET NOTES A. FIXTURE QUANTITIES SHOWN ON DRAWINGS ARE ENERGY CALCULATIONS. CONTRACTOR IS RESPONSIBLE FOR DING FIXTURE TAKE OFFS FROM THE DRAWINGS FOR ORDERING. 2001 VVtashi State Nonresidential Ener • Code • • lance Form Lighting Summary (back) LTG -SUM ' ".j1 .��.••.1 . i_lr:. •1 71 r• W;yi ■•!. • •1't 11 Ar•r Prescriptive Spaces Qualification Checklist Nets If oeeepawey type is meter and sits answer is doodled. the wends* or Mures In the nieces net MAW by Coda Clowtf MidcMe base evscse or pens- Pr not ge llfed do LPA Colaile lung Occupancy 0 Warehouses storage areas or secret storage hangers "lather Lighting Fixtures Q Check here if et least 95'16 of *slums m the space meet M four Mena 1 Fixtures are Warescent non - lensed with only one or two lamps, and 2 Lamps are T -1 T -2 Tit T -5. T -6. T- 3 Lamps are 5-50 Watts. and 4. Ballasts one electronic ballasts 5 Exit lights c 5 waNSAuture 6 Sc ew-m camped fluorescent fixtures do not Quaky TABLE 15.1 Unit Lighting Power Allowance (LPA) Ilse' r LPA' I Uele' (W 2.3 Police and Ire stations' Peritng. welding. carpentry, machine shays Barber shops. beauty slops Hotel banquet/conference/exhibition ha1''s Laboratories _ - Mae1 repair hangars Cafeterias fast food eslebtishments' Fada►es workshops handing areas Gas stations. auto ntpar shops• Institutions Libraries Nursing homes and hdteIMrdel guest roans 1 LPA' Mign 15 2.0 Atna (atriums) 10 Wholesale stores Wallet rack shelving) Men concourses Schools bindings (Group E occupancy only). schod dassroans day care centers Laundnes Office burkungs. olice/admwnistratrve areas in fadtees d ciher use types inducing but not limited to schools hospitals, Institutions museums. banks. ; churches1 +r tt Footnotes for Table 15-1 2 -0 Assembly spaces a 4toriums. gymnasia'. heaters . 1 0 2.0 Group R -1 common areas 1 0 1.5 ' Process Owls ' 1 0 1.5 Restaurantsters -11.0 1 5 Locker and/or shower faosiaes 1 0 8 1.5 - Warehouses slorage rasa r 0_5 1 5 Aircraft storage hangars 0_4 1 5 Rebut' retail banking 1 5 Parking garages 1 -5 1 4 Plants $etbMtted for Common Areas O YM 1 35 Man foe building lobbies (except mall concourses) 1 3 ` Common areas candas toilet facrrties and washrooms. Neveor lobbies 12 15 See Section 1 1532 4 12 1 I08 r 1i In cases in which a genera) use and a specific use are hated the specific use shat apply In cases in which a use is not mentioned specifically, the Unit Flower Allowance shat be ddetermined by the building official This determinate) shall be based upon the most comparable use specified ied in the fade See Section 1512 for exempt areas 21 The wags per square foot may be increased. by two percent aer foot of coifing het above twenty feet unless specffcaty directed oherw se by subsequent looaiotes 31 Watts per square foot of room may be increased by two percent per fat of ceding height above twe+ve feet 4 For M other spaces. such as selling and common areas use the Unit Light Powerr Allowance for assembly 51 Watts per square foot or room may be uncrossed by two percent per foot of ceiling height above nine feet 61 Includes pump area under canopy 71 In cases in *filch a lightng plan is submitted fa any a portion of a foe a Unt Lighting Power Allowance of 1 35 may be used for usable office now Pea and 0 80 watts per square foot shat be used for the common areas which may include elevator space_ lobby area and rest rooms Common areas. as harem defined do not include mall cancaurses 81 For the ire engine room the Unit Lighting Power Allowance is 1 0 watts per squre root 81 For indoor sport toumamert courts wth adjacent spectator serttng. the Unit Lighting Power Mowance for the court area is 26 watts per square foot 10) Display wmdoa dkurrsnation nailed within 2 feet of the window. lighting for free - standing display where the lighting moves with the display and buobng showcase siuminaaan where the lighting is enclosed wthn the showcase are exempt An Waitangi 1 5 wAt of merchandise display luminaires are exempt provided that they comply with all three Of the fallowing a I located on uNmg- mountesd track or directly on or recessed into the ceiling itself ono on the *et) b1 adjustable in both the horizontal and vertical axes (vertical axis only 1's acceptable far %uaescent and ober fixtures with two points of track atacivnenti c) fitted wrh tungsten halogen. fluorescent. or high intensity *scheme lamps This adisbonal Wiling poorer is allowed only if the lighting is actually instated 11) Provided that a fear plan. indicating rack location and height. is submitted. the square footage for a warehouse may be dehied, for computing the interior Unt Lighting Power Allowance as the loot use not covered by racks plus the vertical face area (access side oriy) of the racks The height allowance delned m footnote 2 spokes only to the floor tree not covered by racks P041,--% SIPAIMPINNIT NC MIMOVAL REQUIRED (II) CAREER EDUCATION CORPORATION B1Nadi + Kurtz Inc. 1417 Fourth AVE Suite 400 Seattle. WA 98101 -2260 Tel. (206) 342 -9900 Fax. (206) 342 -9901 ,`MP Aler ewe meow CEC SOUTHCENTER BUILDINGS SEATTLE, WA REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2004 City Of Tukwila BUILDING DIVISION ISSUE FOR PERMIT PROGRESS ISSUE ISSUE FOR D. D. =TRICK ENERGY 05.21.04 05.14.04 4.28.04 Issue Description Date IA SEATTLE PIER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE WASI•-I\JGTON 98101 206.264.9195 FAX 206.624.1525 e lelM K Ma AL MINIM NO MUD 11111pAL WEN COMM i1tF ORtpatl AND u1MJ11119 IOW Q 1t )M1)11EC'T• )M 1iE Sim INS NOT °UPWARD. USD, OR Oa4Ofr, UMW K wT1EM carletrt s It I111ae1tCT. Dawn Pate Oink MG& Gym Affront gab Not MUD Sod, OH �DE FORMS 21:74).3 • • • • PHASE-4 vat ! MAIN: ML 0 BUS AMPACITY: 225A DESCRIPTION DE- C VICE I K T • A -,..--, ____,_ SPARE 20/' i _ SPARE T : 20/1 i 3 SPARE --1 20/ 5 1 7 --i , _L: SECOND FLOOR E 20/1 9 _ -L: CORRIDOR -- - 20/1 1 11 __ _ SPARE 20/1 1 13 ___ SPARE 20/1 ' 15 L SECOND FLOOR W 20/1 1 7 LOAD/PHASE (VA) C A SURFACE MOUNTED 14,000 MINIMUM AIC SYMMETRICAL C ; DE- • DESCRIPTION B C K ' VICE _ SPARE SPARE SPARE SPARE SPARE SPARE SPARE ,_-__RE --- SPARE L___SPARE I SPARE 20/1 17 20/1 1 19 20/3 21 20/3 23 4_20/3 25 -- 20/1 27 20/1 29 20/1 , 31 20/1 33 I 20/1 35 20/1 , 37 SPARE 20/1 1 39 SPARE 20/1 ; 41 SUBTOTAL (VA) TOTAL Ail PHASES (VA)-- PHASE A H=ELECTRIC HEAT 2922 , 810 E=EOUIPMENT PANEL: EL MAIN: MLO 6352 7-- 2 • 20/1 SPARE 4 , 20/1 SPARE 6 20/1 SPARE 8 20/1 SPARE 10 20/1 SPARE 12 20/1 PARKING LOT LIGHTS 14 20/1 PARKING LOT LIGHTS 16 20/1 SPARE 18 20/1 SPARE 20 20/1 SPARE 22 20/1 SPARE — 24 20/1 SPARE 26 20/1 , SPARE 28 20/1 SPARE 30 20/1 , SPARE 32 20/1 ; SPARE - -1- 34 20/1 ; SPARE 36 20/1 SPARE 38 20/1 SPARE -1 40 20/1 SPARE 42 20/1 SPARE 620 1000 , 1000 j SUBTOTAL (VA) PHASE B PHASE C I TOTAL ALL PHASES (AMPS) 3922 810 K=KITCHEN 1620 _ 8 L=LIGHTING 277/480V, 3 PHASE-4 WIRE BUS AMPACITY: 100A M=MOTOR SURFACE MOUNTED 14,000 MINIMUM AIC SYMMETRICAL r DESCRIPTION DE- C VICE ' K I T ! A BUILDING 7 FIRST FLOOR 20/1 , 1 1904 t- 1 BUILDING 7 FIRST FLOOR 1 20/1 3 BUILDING 7 SECOND FLOOR , 20/1 5 BUILDING 7 SECOND FLOOR . 20/1 7 BUILDING 8 FIRST FLOOR 20/1 ! 9 I--- - -+ + BUILDING 8 SECOND FLOOR 20/1 ; 11 , H 13 BUILDING 8 SECOND FLOOR _ 20/1 15 I 20/1 19 20/1 ▪ 21 20/1 i 23 SUBTOTAL (VA) LOAD/PHASE (VA) C DE- -, K VICE B :CA!BICTI DESCRIPTION L 790 2 20/1 BUILDING 5. FIRST FLOOR 4 20/1 ; BUILDING 5. SECOND FLOOR 6 t, 20/1 BUILDING 5, SECOND FLOOR 8 20/1 ,BUILDING 6. FIRST FLOOR ! -----4 ---i- 10 1 20/1 ;BUILDING 6, SECOND FLOOR 2530 . 12-7 20/1 BUILDING 6. SECOND FLOOR 14 i 20/1 . 16 ! 20/1 . 18 I 20/1 . t 20 20/1 . 22 ' 20/1 . _i. . 24 ! 20/1 . 20/1 1 25 26 50/3 TRANSFORMER TO PNL EP —1 —4- _ __4 ___ 20/1 , 27 28 1 50/3 TRANSFORMER TO PNL EP 20/1 ▪ 9 _ _ _ 4: 30 : 50/3 TRANSFORMER TO PNL EP 1 I 7616 1 3832 3596 ' 1526 i 4149 1 5750 , . SUBTOTAL (VA) 1 PHASE C ; TOTAL ALL PHASES (AMPS) I 9142 7 9 81 i i 9346 i 32 K=KITCHEN TOTAL ALL PHASES (VA) 26469 E=EQUIPmENT H=ELECTRIC HEAT PHASE A 1 PHASE B L=LIGHTING MzMOTOR NUMBERED NOTES <> PROVIDE NEW BREAKERS IN EXISTING PANEL AS INDITCATED [PANEL: LA MAIN: MLO • _t__" DESCRIPTION DE- C VICE T I A B 100/3 1 T- 10893 • 3 • 5 20/1 4_ 20/1 9 20/1 11 20/1 13 20/1 15 20/1 17 20/1 19 20/1 21 PANEL LB 41 L FIRST FLOOR W FIRST FLOOR E CORRIDOR SPARE SPARE SPARE SPARE SPARE SPARE 20/1 4 2 SPARE 20/1 ' 25 SPARE 20/1 [!!ARE -----+- 20/1 , 29 SPARE 20/1 1 ▪ 31 SPARE 20/1 1 33 SPARE 20/1 3 4 SPARE -- 20/1 1- 1 37 SPARE 20/1 I 39 SPARE i 20/1 1 41 SUBTOTAL (VA) _ _1 14313 , TOTAL ALL PHASES (VA) PHASE A 34038 14313 1 13188 1ST FLOOR 277 277/480V, 3 PHASE-4 WIRE SURFACE MOUNTED' BUS AMPACITY: 225A 14,000 MINIMUM AIC SYMMETRICAL LOAD/PHASE (VA) C DE- DESCRIPTION K ! VICE C ,A,B.0 T: 2-7 20/1 SPARE 4 20/1 SPARE 6 , I 0/1 SPARE - -- 8 20/1 SPARE 10 1 20/1 SPARE 12 20/1 SPARE 14 20/1 SPARE 16 20/1 SPARE 18 20/1 SPARE 20 20/1 SPARE 22 20/1 SPARE 24 20/1 SPARE 26 20/1 SPARE 20/1 SPARE 20/1 SPARE 13188 L 6537 E= EQUIPMENT 20/1 SPARE 34 20/1 SPARE 36 20/1 SPARE 38 20/1 SPARE 40 20/1 SPARE . 1 42_1_ 20/1 SPARE . I SUBTOTAL (VA) PHASE B H=ELECTRIC HEAT K=KITCHEN EQUIPMENT PHASE C 6537 L=LIGHTING H TOTAL ALL PHASES (AMPS) 41 14= MOTOR R=RECEPTACLE PANEL: PA2 MAIN: MLO 120/208V, 3 PHASE-4 WIRE BUS AMPACITY: 200A DESCRIPTION SPARE SURFACE MOUNTED 10,000 MINIMUM AIC SYMMETRICAL DE- I C VICE I K I - T A 20/1 1 R: SKETCH LAB 20/1 R: PROJECTOR 1 20/1 R: SKETCH LAB (PLUG MOLD) 20/1 7 R: SKETCH LAB (PLUG MOLD) 20/1 9 R: SKETCH LAB (PLUG MOLD) 20/1 - 11 R: SKETCH LAB (PLUG MOLD) s 20/1 - 13 -I- R: SKETCH LAB (PLUG MOLD) 20/1 15 R: SKETCH LAB (PLUG MOLD) 20/1 17 --f —+- R: SEWING LAB 20/1 19 ' 3 R: SEWING LAB R: SEWING LAB R: SEWING LAB R: SEWING LAB R: SEWING LAB R: SEWING LAB 20/1 21 20/1 1-23 20/1 2 20/1 27 20/1 29 30/2 31 R: PROJECTOR 30/2 33 SPARE ' 20/1 ' 35 SPARE 20/1 : 37 SPARE 20/1 39 SPARE : 20/1 41 2160 900 720 B 540 2160 2160 720 720 1200 LOAD/PHASE (VA) C A B C Fcl DE- I VICE T DESCRIPTION 1200 2160 2160 720 720 SUBTOTAL (VA) TOTAL ALL PHASES (VA) 25160 H=ELECTRIC HEAT E=EOUIPMENT - _ PANEL: PB2 MAIN: MLO 6660 720 2 20/1 R: GERBER — 360 7500 6960 1080 PHASE A 7740 540 540 R: MATERIAL RESOURCES 20/1 R: CORRIDOR 8 20/1 R: PATTERN LAB 10 20/1 R: PATTERN LAB 720 1 12 20/1 R: PATTERN LAB 14 20/1 SPARE 16 20/1 SPARE 1_8 ' 20/1 SPARE 20 20/1 SPARE 22 20/1 SPARE 24 20/1 1SPARE 26 20/1 SPARE 28 20/1 SPARE 30 20/1 SPARE 32 20/1 SPARE 34 I 20/1 SPARE . 36 r 20/1 4O" 20/1 _1 SSSPPPAREAREARE 20/1 260 , 42 20/1 EXERCISE ROOM FAN 1080 1880 SUBTOTAL (VA) PHASE B 8580 K=K ITCHEN EQUIPMENT PHASE C TOTAL ALL PHASES (AMPS) 70 R=RECEPTACLE 8840 L=LIGHTING M= MOTOR PANEL: HV MAIN: MLO DESCRIPTION TOLIETS BB HEATERS EE::: ---1- ; 20/1 _i 5 rt 4.. 70/1 7 :: FFPPITT-71 7:1:1 II 2 itp■j 60/1 I 9 IA: FPT-7-1-3 44)P' 6500/: 41113 L__M: F!!U±4 44) / M: FPT-7-1-5 4100. 40/1 15 .. 4- ::Pf777---E: 44)■ 20/1 -4 .44,■ 60/1 17 44)■ 40/1 19 h::::: _ 4 30/3 4-- -i--- , I - DE- VICE C K T A 277/480V, 3 PHASE-4 WIRE BUS AMPACITY: 225A LOAD/PHASE (VA) B ▪ C A 9240 SURFACE MOUNTED 14,000 IAINiMUM AIC SYMMETRICAL ▪ C ' • DE- . VICE SPARE SPARE SPARE SPARE . SPARE DESCRIPTION 2 50/1 FPT-7-2-1 4 - 40/1 M: 8 SPACE 12 10 SPACE --- SPACE 14 . SPACE 16 40/1 M: FPT -7 -2 -8 18 15/1 M: FPT -7 -2 -9 20 ' 40/3 SPARE 22 ' SPARE 24 • SPARE 26 60/3 ELEVATOR - 20 HP ▪ , ELEVATOR - 20 HP -H • SUBTOTAL (VA) TOTAL ALL PHASES (VA) 32130 24796 22646 16719 22968 18293 30 , ELEVATOR - 20 HP 32 ; 20/1 ! SPARE 34 I 20/1 SPARE 36 ! 20/1 1 SPARE 38 , 20/1 SPARE 4 40 ; 20/1 ; SPARE 42 I 20/1 1SPARE SUBTOTAL (VA) PHASE A PHASE B I PHASE C TOTAL ALL PHASES (AMPS) 137552 E=EQUIPMENT PANEL: PA1 MAIN: MLO H=ELECTRIC HEAT 48849 47764 40939 L 166 K=KITCHEN L=LIGHTING M=MOTOR --------------- DESCRIPTION DE- VICE 120/208V, 3 PHASE-4 WIRE BUS AMPACITY: 200A SURFACE MOUNTED 10,000 MINIMUM AIC SYMMETRICAL C K -r T A I LOAD/PHASE (VA) B A B C TELEPHONE TERMINALS 1 T 720 20/1 ER%R:FIZEITAILIIGHTS - 20/1 I -, R: PC LAB (PLUG MOLD) 20/1 i 7 I 20/1 1 9 R: PROJECTOR 22°0/11 1-113 R: PC LAB (PLUG MOLD) ■- R: PC LAB (PLUG MOLD) rit: PC L AO (PLUG MOLD) 20/1 1 15 R: PC LAB (PLUG MOLD) 20/1 1 I 19 SPARE L 22°0//11 ',-2213 20/1 , 25 R: PC LAB (PLUG MOLD) rR:JECTOR ill'' 'SSSPPPE 20/1 -1 2• 7 1 t- -- 20/1 1_33 20/1 391 1 !!A! E 20/1 1 35 'I, PANE PA2 t / 1 PANEL PA2 90/3 3 90/3 3• 9 H PANEL PA2 3 5 1200 2160 2160 7740 864 540 2160 2160 8580 720 2160 2160 1200 200 280 100 2250 1200 2160 2160 - --I. 90/3 41 SUBTOTAL (VA) 1 , 13980 14304 TOTAL ALL PHASES (VA) 1 , PHASE A PHASE B 1 64464 i i PHASE 2 0 3 0 0 C N 21834 H=ELECTRIC HEAT 2K2--z3KITCHEN EQUIPMENT L=LIGHTING 8840 72 888 2250 2160 2160 C DE- K VICE T DESCRIPTION 2 20/1 ELEVATOR CAB LIGHTS 4 20/1 ELEVATOR ROOM LIGHTS 720 6 20/1 ELEVATOR ROOM 8 20/1 ELEVATOR PIT 10 20/1 SHOWER UGHTS AND FAN 14 20/1 LIGHTING CONTRACTOR 16 2 18 200/: ;I 20 ! 20/1 WATER HEATER 22 20/1 WATER HEATER 24 ▪ 20/1 1 1 R: LAB 26 ! 20/1 ,11: PROJECTOR 28 20/1 R: LAB (PLUG MOLD) 2160 30 20/1 R: LAB (PLUG MOLD) 32 20/1 IR: LAB (PLUG MOLD) 2 34 I 20/1 • R: LAB (PLUG MOLD) 36 20/1 R: LAB (PLUG MOLD) 38 20/1 . R: LAB (PWG MOLD) 40 ! 20/1 ; SPARE . 42 20/1 SPARE 15080 8350 7530. 5220 SUBTOTAL (VA) E=EQUIPMENT 1,11-,•b 144 DESCRIPTION DE- VICE ,k== ARESP 26/1 I L CORRIDOR TRACK C K T A j B I 120/208V, 3 PHASE-4 WIRE BUS AMPACITY: 200A SURFACE MOUNTED 10,000 MINIMUM AIC SYMMETRICAL LOAD/PHASE (VA) C I A 1 360 B — r- IC C K C T 20/1 L CORRIDOR TRACK 20/1 L.: CORRIDOR TRACK I 20/1 7 R: CORRID __I_ OR 20/1 ; 9 _ __ • _ 1- R: CLASSROMI #4 20/1 , 11 — -4- -1- L Oh CLASSR001111 f4 , 20/1 ; 13 R.: CLASSROOM f4 I 20/1 ; 15 R: CLASSROOM #4 20/1 , 17 R: CLASSROOM #4 , 20/1 , 19 , - R: CLASSROOM #4 , 20/1 , 21 -R: CLASSROOM #4 ! 3 20/1 , 23 R: CLASSROOM #4 20/1 • 25 Kt CLASSROOM #4 ,20/1.27 R: CLASSROOM- #4 20/1 , 29 R: PROJECTOR 20/1 T 31 SPARE , 20/1 33 _L S• PARE 20/1 35 + SPARE , 20/1 , 37 SPARE 20/1 39 SPARE 20/1 41 SUBTOTAL (VA) TOTAL ALL PHASES (VA) I— 20160 EEOUOMMENT H=ELECTRIC HEAT 4380 ! 1560 2400 2400 PHASE A PHASE B PHASE C 6420 6960 6780 K 'KITCHEN EQUIPMENT L=LIGHTING DE- VICE DESCRIPTION 2 20/1 R: STUDENT LOUNGE 4 20/1 R: VENDING 6 20/1 R: VENDING 8 20/1 R: VENDING 10 20/1 R: VENDING 12 20/1 R: VENDING 14 - 20/1 , SPARE 1620/1 !SPARE 18 23/1 ;SPARE 20 4 • 20/1 !SPARE 22 20/1 ,SPARE 24 : 20/1 ,SPARE 4 26 -4 20/1 SPARE 28 , 20/1 SPARE 30 20/1 ,SPARE 32 20/1 ,SPARE 34 , 20/1 SPARE 4._ 4- 36 1 20/1 SPARE 38 i 20/1 1 'SPARE 40 • 20/1 SPARE 42 . 20/1 SPARE SUBTOTAL (VA) TOTAL ALL PHASES (AMPS) 56 R=RECEPTACLE Att0MOTOR PANEL: PB1 MAIN: MLO 120/208V. 3 PHASE-4 WIRE BUS AMPACITY: 200A TOTAL ALL PHASES (AMPS) 179 M=MOTOR RRECEPTAC • ACE MOUNTED 10,000 MINIMUM AIC SYMMETRICAL DESCRIPTION SPARE R: CLASSROOM #1 R: CLASSROOM #1 R: CLASSROOM #1 R: CLASSROOM #1 R: CLIMSROOM #1 DE- VICE C K ` T A LOAD/PHASE (VA) B C A B C DE- C K 1 VICE 2 20/1 R: cussRoom 13 4 20/1 R: CLASSROOM 3 20/1 1 20/1 20/1 20/1 7 , _4 20/1 9 -r 20/1 11 5 R: CLASSROOM #1 20/1 13 R: CLASSROOM #1 j 20/1 15 R: CLASSROOM #1 20/1 17 R: CLASSROOM #1 20/1 19 R: PROJECTOR 20/1 21 R: CLASSROOM 02 20/1 23 R: CLASSROOM #2 20/1 25 R: CLASSROOM #2 20/1 27 R: CLASSROOM #2 20/1 1 29 R: CLASMOOM #2 20/1 , 31 R: CLASSROOM #2 20/1 ; 33 R: CLASSROOM #2 20/1 , 35 It: CLASSROOM #2 20/1 I 37 R: CULTNNXIM #2 20/1 39 R: PROJECTOR , 20/1 4• 1 — SUBTOTAL (VA) TOTAL ALL PHASES (VA). 44906 E=EOUIPMENT 1-1=-- ELECTRIC HEAT 720 720 720 720 720 720 720 720 720 720 1200 20 NMI 5520t PHASE A I 14820 720 720 720 720 720 720 720 720 720 1200 6420 720 720 720 6960 720 720 DESCRIPTION , 6 20/1 R: CLASSROOM 0 720 626 8 . 20/1 R: CUSSROOM 3 10 20/' 4R: CLASSROOM 3 12 20/1 IR: CLASSINOOM #3 14 20/1 IR: CLASSROOM 0 16 20/1 ;It CLASSIMDIDIM #3 -A 1 18 20/1 ;It CLASSIRDOM #3 20 20/1 R: PROJECTOR - 22 20/1 RSTUOENTLOUNGE 24 20/1 JSPARE 26 20/1 ;SPARE 28 20/1 :SPARE 30 20/1 iTOILET EXHAUST FAN 32 -- --- 20/1 .SPARE 1 34 20/1 :SPARE 36 20/1 - 'SPARE 38 100/3 P82 40 1200 6780 42 • 5520 9780 9480 9566 SUBTOTAL (VA) - - PHASE 8 1 ▪ PHASE C 15000 15086 LLIGHTING _TKITCHEN EQUIPMENT TOTAL ALL PHASES (AMPS) 125 totwoToR RTREcEPTACLE SEPARATE II PERMIT AND APPROVAL REQUIRE) • CAREER EDUCATION CORPORATION piRack s Kurtz 1417 Fourth AVE Suite 400 Seattle. WA 98101-2260 Tel. (206) 342-9900 Fox. (206) 342-9901 OW" CEC SOUTHCENTER BUILDINGS SEATTLE, WA ISSUE FOR PERMIT PROGRESS ISSUE ISSUE FOR D. D. 05.21.04 05.14.04 4.28.04 Issue Description Date IA SEATTLE t7/11.41!1/Ec • 004.ta, Y 7 200e Peaw, PIER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE WASHNGTON 98101 206.264•9195 FAX 206624•1525 eillN101111t IRAINICS AND WOO MEW NOM COPISMI RC OPIUM UNIMUICID IOW OF if APONRECT. /A it sat once a millUCAMIL MO, OR 0101D IMMO it ISM MINT OF VC AMCIIIECT Dave AK/tti Cluck MG & Now frgrad ):16 2111500 S:da ELECTRICAL PPM SCHEDULES samtes ir .17-0A • • • • • • • • • a [E ►D DP, T "Nf • r 1C3 • r- - ---rte - -,1 =XI XI L. =11 1 I L. s° - i L 1 CONNECT 120/208V NORMAL I CONNECT 120/208V NORMAL EQUIPMENT TO PANEL LP -PA1 UON , EQUIPMENT TO PANEL LP-PA2 UON • —__ - -r -- -fir - I FPT -7 -1 -2 L -- -Pall 41V- =- 5 PNL HV CORRILK'P 1 102 • TYP • N LC. 9 FPT -7 -1 -8 PNL HV 19 wO. FPT-7-1 -7 PNL HV O 21 24 LAB, C4 4 `.,•:,E nOM F f 1012 142/12 r CORPT' C-' 10 FPT -7 -1 -4 g PNL HV P PI • &ud:rt; �7 LEVEL 81 .— a GrPPIP ,3 SHEET NOTES A. VERIFY EXACT LOCATION AND MOUNTING HEIGHT OF ALL OUTLETS WITH ARCHITECT. B. PROVIDE CONDUIT AND WIRE FOR CIRCUITING SHOWN. C. CONNECT ALL 277/480V NORMAL POWER TO PANEL HV, UON. NUMBERED NOTES NOT USED 2> MOUNT PLUG MOLD TO BACK OF DESK. CONFIRM MOUNTING DETAIL WITH ARCHITECT. <> PROVIDE 1" EC FROM PROJECTOR LOCATION TO WALL FOR A/V INTERFACE. CONFIRM EXACT LOCATIONS WITH A/V CONTRACTOR PRIOR TO INSTALLATION. MOUNT ABOVE CEIUNG FOR A/V PROJECTOR. CONFIRM EXACT LOCATION WITH A/V CONTRACTOR PRIOR TO INSTALLATION. PROVIDE TOMBSTONE STYLE OUTLETS IN SEWING LAB. SAW CUT CONCRETE FOR FLUSH FLOOR MOUNTED RECEPTACLE. ROUTE CONDUIT TO NEAREST WALL AND THEN UP TO CEIUNG SPACE. PROVIDE CONDUIT AND JUNCTION BOXES AS REQUIRED FOR SECURITY SYSTEM. CONFIRM EXACT REQUIREMENTS WITH SECURITY CONTRACTOR PRIOR TO INSTALLATION. • (E) PANEL HV (E) PANEL PA ENLARGED ELECTRICAL ROOM FIRST FLOOR BUILDING 7 1 /4 = 1' -0" cickf•ta, I cci AP P RO VA aEoutRE' o 1, CAREER EDUCATION CORPORATION F1ldt • Nib hi 1417 Fourth AVE Suite 400 Seattle. WA 98101 -2260 Tel. (206) 342 -9900 Fax. (206) 342 -9901 WIIP A r OOP air CEC SOUTHCENTER BUILDINGS SEATTLE, WA ISSUE FOR PERMIT 05.21.04 PROGRESS ISSUE 05.14.04 ISSUE FOR D. D. 4.28.04 Issue Description Date IA SEATTLE PIER 56 1201 ALASKAN WAY. SUTE 201 SEATTLE WASNVGTON 98101 206.264.9195 FAX 206.624.-525 O DO M, Oa. Ni MOM NO was mast NM Cam" UE MI K N1D u0.101119ED ED1x OF DE A11011WCT. NO OE Slur 1011' NOT R Mal l% VAR CO DM OND WW1 K VIM o1 MO OF if MOW Draw *RM Oak MUM Orwr *rod IILD1 A FLOOR B.ECTCAL PLAN ..E7 -21 • S r • 1S • 36 SEAT LEcTLIPE CLASSR((V #1 4 L r CONNECT 120/208V NORMAL EQUIPMENT TO PANEL LP -PB1 UON 3 7 11 5 9 13 1 19 CIO 15 7 11 5 9 13 44 4 ) 43) i fir CONNECT 1 20/208V NORMAL EQUIPMENT TO PANEL LP-PB2 UON �.- ._._2 _ -- - -.AF - - -�., 23 27 GP C1 :,TIJiiEr.i { • - 15 FPT -7- PNL HV 19 CGFE,,1Dr L IDF • 7 - -1 TYP 37 (a 29 4 33 37 u v O cio C) 4 14 16 'r FPT -7 2--2 11 13 0 15 17 14 Si 19 23' 21 25 FPT -7 -2 -8 PNL HV .I f 19 23 a() 27 13 17 21 0 29 CO �6 10 (4) '31 18 01. FPT -7 -2 -3 / PNL HV 18 10 12 .I. /I. /I\ .II /I\ %I. .I. .I. \II •11 I 1 I I -o- _•iP L 171 LE CTi'PE [ 208- 25 7 Irammi sr arm* 4164445-- W-r lamer Aram* aramostmralirr"--ii Plurikring _JEWEL 2 SHEET NOTES A. VERIFY EXACT LOCATION AND MOUNTING HEIGHT OF ALL OUTLETS WITH ARCHITECT. B. PROVIDE CONDUIT AND WIRE FOR CIRCUITING SHOWN. C. CONNECT ALL 277/480V NORMAL POWER TO PANEL NV, UON. NUMBERED NOTES <0> AREA OF FUTURE EXPANSION. NO NEW WORK IN THIS AREA UNDER THIS PHASE OF WORK �`2 MOUNT PLUG MOLD TO BACK OF DESK. CONFIRM MOUNTING DETAIL WITH ARCHITECT. PROVIDE 1. EC FROM PROJECTOR LOCATION TO WALL FOR A/V INTERFACE. CONFIRM EXACT LOCATIONS WITH A/V CONTRACTOR PRIOR TO INSTALLATION. MOUNT ABOVE CEIUNG FOR A/V PROJECTOR. CONFIRM EXACT LOCATION WITH A/V CONTRACTOR PRIOR TO INSTALLATION. > NOT USED O6 NOT USED PROVIDE CONDUITS AND JUNCTION BOXES AS REQUIRED FOR SECURITY SYSTEM. CONFIRM EXACT REQUIREMENTS WITH SECURITY CONTRACTOR PRIOR TO INSTALLATION. (E) PANEL LB (E)PANEL PB1 (E) PANEL PB2 - --- - - - - -- (E) TRANSFORMER (X) PANEL U72 21 •(:I ■ r � ENLARGED ELECTRICAL ROOM SECOND FLOOR BUILDING 7 1/4" = 1' -0" Poet••• /60:1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 012004 City Of 'Tukwila BUILDING DIVISION SEPARATE ill PERMIT MD APPROWL REQUIRED • CAREER EDUCATION CORPORATION B1RS* * WIZ in. 1417 Fourth AVE Suite 400 Seattle. WA 98101 -2260 Tel. (206) 342 -9900 Fox. (206) 342 -9901 CEC SOUTHCENTER BUILDINGS SEATTLE, WA • ISSUE FOR PERMIT 05.21.04 PROGRESS ISSUE 05.14 04 ISSUE FOR D. D. 4.28.04 Issue Description Dote IA SEATTLE /EO 4 SAY 21 2004 Peritin.coutc. PIER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE WASI-I JGTON 98101 206.264.9195 FAX 206.624.1525 ._ K! Ni MOM NO WIN WOW NOM CONSm 11E well NO IIIhIWMED ION Or 1NE NKINICT, NO It SAE OW NOT Of MMOUCA1®. NM OR MONO IOW 1111 INTO COW Or II IINONIEICT. Duo POCH au& MGI@i OIMnr Ib MIME sak. 11144 LDII1 SECOND AOR aEc'rmcAL PLAN X7-22 • • • S 1 ▪ „IL - T.1 4 ., -- ! , ----f ILL 1E iip •■11■■• MYI •■■■■ .1111■M ■•■• •■• ••=1.MOM. ■IIM■ DF,A, TIN;; v elk •■••••■•••••• 4•11•1111•1111•16 ••• AM. •I■1=i ••••• -,. _ r,_ ...;;;_;;_.„.._.. _T---..,i_____ _,_ _ _. _,,,,_..______T , 1.--7---ir (---- ' 4' ..._ _ I ; I , ; . 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I II ur : • . ?. C' r i I - 4 —4.- 1 i , .11- ..,,.. I 4 I N 4 1.- _4___ I 1 — -T- - i I r -4- , ' 4 LAL=', (.1 !N,•1 ,(-• \ V Il 1 I L I 1I , I == M1111111111111111111111111111■1 13/111111.1r 4 . - -'"ir _ 4- 3 PI , , ! ''-'- --:- 4- • al,b,c 4 4 --4 a I 03 3"11 IP 11 3 • 1 T----T -'r- i____ .,._ ___ - I . i '• , , AS, . ..._,._ ___4__ — _ __, _ _ _...... -..■ - - ---..1- - - ---... - -- -....- - ---- --- -... 1....- -.1, • 1- . .,....1-- .L..:_ :-11. .., .. H-4 • , ! C. 1 ' —.------ 1 ' 1 I ----.1-- - -4.- •- -4 '.-- —71- - 7 I--- _ - --, . ' - I. 1 .... _.4 _ , , __. t _ _ I _ J. , 1 i _ -4— , - -1-- —I, 4. 4 -4 !! - 1-- -!- - - -I_ 4 t i i - 4 -. _, .- -i---4 — _,. -4---. __, _t_ _...L.:. , _4. 1 ._ 1 __:. II . I i .,-'I . -1- -!"-'--- .i- • 4 01. 1 - 7 - ..•••1 1 r 7 . 4L0f -o1 4 -L 7 - 4 7 7_ I ; - -- 4 4 4 ii 1-- 4_ 4, 40 J: 4 9 t, ITI F/P, t„F, BuriEldEg LEVEL 4 t 4- -4. .4 a " SEWING LAB f 11 I r- \ 7 /4 --t 2 1 SHEET NOTES A. VERIFY EXACT LOCATION AND MOUNTING HEIGHTS OF LIGHTING FIXTURES AND SWITCHES WITH ARCHITECT. B. PROVIDE CONDUIT AND WIRE FOR CIRCUITING AND SWITCHING SHOWN. CONNECT AU. 120V NORMAL LIGHTING TO PANEL PA2, UON CONNECT ALL 277V NORMAL LIGHTING TO PANEL LA, UON C. CONNECT ALL 277V EMERGENCY LIGHTING TO PANEL EL UON. PANE EL IS LOCATED IN BUILDING 8. REUSE EXISTING EMERGENCY CIRCUITS FEEDING BUILDING 7 AS INDICATED NUMBERED NOTES <> PROVIDE OCCUPANCY SENSOR CONTROL OF CORRIDOR UGHTS. PROVIDE POWER PACKS AS REQUIRED TO SWITCH BOTH 120V TRACK LIGHTING AND 277V RECESSED PARABOUCS. If (E) PANEL HV (E) PANEL PA (E) PANEL LA EL ENLARGED ELECTRICAL ROOM FIRST FLOOR BUILDING 7 1/4" = 1 -0" 1704. loe? REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 1 Z004 — City Of Tukwlia BUIU)ING DIVISION SEPARATE 11 PERMTI. AND PPROVAL FOUIRED CAREER EDUCATION CORPORATION F6dt Ktetz ii 1417 Fourth AVE Suite 400 Seatte. WM 98101-2260 Te. (206) 342-9900 Fox (206) 342-9901 WIP A Wow ewe" CEC SOUTHCENTER BUILDINGS SEATTLE, WA • • ISSUE FOR PERMIT PROGRESS ISSUE ISSUE FOR D. D. 05.21.04 05.14.04 4.28.04 Issue Description Date IA SEATTLE PIER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE WASI-NGTON 98101 206•264•9195 FAX 206•624.1525 • Om a, ow alL MAIMS MO IMO. WM* IOW CalSilltit llt MUM APO LaP11110 CI ISOWECT. 111 MAY MOT 111 MIPUCARD. WJED. CleCtOND WWI 1 WEN W 111E SINIMW. Digo *Ai Checi MG H Omer "wood NI) 21411503 Scd, 1.44 BUILDING 7 FIRST FLOOIFI Lame PUN £7-31 • •• • IS• • • 36 SEA?[ - -- — r.... - +- — - 1•- +- CC f__ • TI CUPP DOF: IOF 02 i 2041 i // LOEB i L 201 I ['N _ ... -t --4 - 4._..7T. -- I -t -__ -- -. ' ' I 4 i .�_ � ' r- • } - -1 I ..L -_l1 - • -! t fi —4 4 a —} —IL. —t i l i I _sE..•_ it ' N..C. H- IL; u f 4 . 4- 4._. -. 4 I _ • - I I -t - ! __ _ 4 t i I — —t 1 -L I -- • ± -t -� 4# -- - - - 1 -L - &LUcIr; �7 LEVEL 2 . -4 • -4. - _. _ --4- -4- -4-- • .44•. - 4- J i I i 4 —I - 1 • r /3 '2 SHEET NOTES A. VERIFY EXACT LOCATION AND MOUNTING HEIGHTS OF LIGHTING FIXTURES AND SWITCHES WITH ARCHITECT. B. PROVIDE CONDUIT AND WIRE FOR CIRCUITING AND SWITCHING SHOWN. C. CONNECT ALL 120V NORMAL LIGHTING TO PANEL Pat, UON CONNECT ALL 277V NORMAL LIGHTING TO PANEL LB, UON D. CONNECT ALL 277V EMERGENCY LIGHTING TO PANEL EL, UON. PANEL EL IS LOCATED IN BUILDING 8. REUSE EXISTING EMERGENCY CIRCUITS FEEDING BUILDING 7 AS INDICATED NUMBERED NOTES AREA OF FUTURE EXPANSION. NO NEW WORK IN THIS AREA UNDER THIS PHASE OF WORK MOUNT PLUG MOLD TO BACK OF DESK. CONFIRM MOUNTING DETAIL WITH ARCHITECT. PROVIDE 1" EC FROM PROJECTOR LOCATION TO WALL FOR AU INTERFACE. CONFIRM EXACT LOCATIONS WITH AU CONTRACTOR PRIOR TO INSTALLATION. MOUNT ABOVE CEILING FOR AU PROJECTOR. CONFIRM EXACT LOCATION WITH AV CONTRACTOR PRIOR TO INSTALLATION. (E) PANEL LB k, , (E)PANEL PB1 (E) PANEL PB2 1 (E) TRANSFORMER • L._ (X) PANEL U72-1 0 ENLARGED ELECTRICAL ROOM SECOND FLOOR BUILDING 7 1 /4" = 1' -0" POlivqs•1 �9 REVIEWED FOR CODE COMPLIANCE APPROVED Juh o 1 2004 City Of 'Tukwila ION BUILDING r' PERMIT AIL► APPROVAL PV(,+ ItRED CAREER EDUCATION CORPORATION BINick + Kwtz Inc. 1417 Fourth AVE Suite 400 Soothe. WA 98101 -2260 Td. (206) 342 -9900 Fox. (206) 342 -9901 4/0 Mr IP bop arm, CEC SOUTHCENTER BUILDINGS SEATTLE, WA ISSUE FOR PERMIT PROGRESS ISSUE ISSUE FOR D. D. 05.21.04 05.14.04 4.28.04 Issue Description Dote IA SEATTLE • PIER 56 1201 ALASKAN WAY. SLATE 201 SEATTLE WASHINGTON 98101 206.264.9195 FAX 206.624.1525 S MOM 40 was 1101144 = M t It Ma nro u40110•0 ow OF 01 INORcT. NII if VIE MAT NW R MOIR us0. C0 0•1106E0 wouT If wTI M MOO VIE No MOH clad. MG118i Dor Awrond 01) N2t 2M1500 so* 111PH, •'J4rDIrJ7 SECOND FLOOR uin PLAN •1742 • • go I SHEET NOTES A. SCOPE OF RISER DIAGRAM UMITED TO AFFECTED REGION B. ALL EQUIPMENT IS EXISTING. UON NUMBERED NOTES K EXISTING EQUIPMENT TO BE REMOVED. DEMO ALL CONDUIT, WIRE SUPPORTS ETC. .`,> EXISTING UPS SYSTEM TO REMAIN PNL PB1 PNL PB2 PNL PB3 6X6X48 WIREWAY N o� PNL LB � -Z PNL PA2 PNL PA1 EXTERIOR PNL EL TO BUILDING #5 TO BUILDING #8 450AT/ 600AF Qs 300KW/375 KVA 480V, 30 -4W 400AF /400AS GFI 400AF /400AS GFI 200AF /200AS GFI 200AF /200AS GFI SPARE /200AS GFI SPACE 800AF /800AS 1 -1 GFI 0 BUILDING 7 TO BUILDING 8 AT/ AF AT/ AF 100 AT/ AF 70 AT/ AF (E) SPACE ( i L r GLOBAL MAINTENANCE BYPASS UPS MODULE STATIC SWITCH DISCONNECT BYPASS CB STATIC BYPASS SWITCH CONTROL POWER �CONTROLS�� INPUT L _ CB RECTIFIER/ CHARGER +I INVERTER OUTPUT CB r- BATTERY� MBD AT /AF a 0 O 2 O a N 1 00AT/1 00AF n BUILDING 8 PNL U71 X X X PNL X U7C x X X UEBERT 15 TON AIR UNIT FOR DATAX X CENTER 51.6 FLA X 480V 30 (42.880KVA) X i1( 1( 1l �( ( )( XPNL^ x U62 x n )(' )( X PNL X U61 x :x 1 1ST FLOOR PNL PB1 PNL PB2 6X6X48 WIREWAY PNL LB PNL PA2 2ND FLOOR PNL PA1 PNL ATRIUM KVL 400AF /400AS GFI 400AF /400AS GFI 200AF /200AS • GFI 1�1 800AF /800AS I —I 200AF /200AS I GFI SPACE SPACE GFI 0 BUILDING 6 1 ST FLOOR SEPARATIpERmiT No Ili APPROVAL RF(>t '1RED 411DCAREER EDUCATION CORPORATION • • plYak K•la 1417 Fourth AVE Suite Seattle. WA 98101 -21 T. (206) ,H2 -9900 Fax. (206) ]{2 -99D1 1417 Faith ASE Suite 400 Seattle. WA 98101 -2260 Tel. 206 342 -9900 Fax. (206) 342 -9901 "swap A _ Sup ..yeV CEC SOUTHCENTER BUILDINGS SEATTLE, WA ISSUE FOR PERMIT 05.21.04 PROGRESS ISSUE 05.14.04 ISSUE FOR D. D. 4.28.04 Issue Description Date IA SEATTLE MAY 9 1 2004 P E T "=eNr E Y PIER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE WASHVGTON 98101 206.264.9195 FAX 206.624.1525 SUMP ka M1 oA+MIMS NO VIM Mit WON CONSillit 1E NOM NO urn ra• OF lE AwQURCT. NO it swt WY NW MOUCA7nk UE aA a1i2013 i un wE wTw• Coll O of Of MIMTtCT. Dom UM Os& MG& Ow Amid job I%2I4i Soda 111M4 ELECTRICAL AMER DIAGRAM • I r • • • • �1 M ABBREVIATIONS IN INCH IW INDIRECT WASTE JS__ JANITOR'S SINK JP JOCKEY PUMP L LAVATORY LDR LEADER MR MANHOLE MAC MEDICAL AIR COMPRESSOR MAX MAXIMUM MGA MEDICAL GAS ALARM MG MEDICAL PRESSURE NATURAL GAS MIN MINIMUM MS MOP SINK MUP MEDICAL VACUUM PUMP (N) NEW NC NORMALLY CLOSED NIC NOT IN THIS CONTRACT NO NORMALLY OPEN OD OVERFLOW DRAIN OST OVERFLOW STORM PIPING OS&Y OUTSIDE SCREW & YOKE GATE VALVE PAV PRE- ACTION VALVE PD PLANTER DRAIN PD PUMP DISCHARGE P /FT PITCH PER FOOT PG PRESSURE GAUGE PIV POST INDICATING VALVE POC POINT OF CONNECTION PRY PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE) RD ROOF DRAIN S SOIL SA SHOCK ABSORBER SAN SANITARY SD SMOKE DETECTOR SE SEWAGE EJECTOR SED SEWAGE EJECTOR DISCHARGE SF SQUARE FEET SK SINK SPD SUMP PUMP DISCHARGE SP SUMP PUMP SPKR SPRINKLER SS SERVICE SINK ST STORM PIPING TOP TOP OF PIPE TOS TOP OF SINK TPV TRAP PRIMER VALVE TS TAMPER SWITCH TYP TYPICAL UON UNLESS OTHERWISE NOTED UP UP (PENETRATES FLOOR SLAB) UR URINAL V VENT VB VACUUM BREAKER VP VACUUM PUMP VR VENT RISE VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WH WALL HYDRANT z ZONE ABBREVIATIONS ABC_ AUTOMATIC BALL DRIP TIADI AREA DRAIN , AFF ABOVE FINISHED FLOOR BLDG BUILDING BOP BOTTOM OF PIPE BOB BOTTOM OF THE BEAM BV BALANCING VALVE CALC CALCULATION CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CLG CEILING COTG CLEANOUT TO GRADE CO CLEANOUT CA COMPRESSED AIR PUMP CONN CONNECTION CONT CONTINUATION CP CIRCULATING PUMP CI CAST IRON CV CHECK VALVE CW COLD WATER DIA DIAMETER DI DEIRONIZER DN DOWN DR DRAIN DWBP DOMESTIC WATER BOOSTER PUMP DWG DRAWING (E) EXISTING EL ELEVATION EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FCO FLOOR CLEANOUT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FHC FIRE HOSE CABINET FHR FIRE HOSE RACK FHV FIRE HOSE VALVE FHVC FIRE HOSE VALVE CABINET FL FLOOR FLH FLOOR HYDRANT FOA FUEL OIL ALARM PANEL FOF FUEL OIL FILL PIPING FOR FUEL OIL RETURN PIPING FOS FUEL OIL SUPPLY PIPING FOV FUEL OIL VENT PIPING FP FUEL OIL PUMP FP FIRE PUMP FSK FLOOR SINK FSP FIRE STANDPIPE FS FLOW SWITCH FT FEET FU FIXTURE UNIT G LOW PRESSURE NATURAL GAS GAL GALLONS GPM GALLONS PER MINUTE GV GATE VALVE HB HOSE BIBB HCLG HUNG CEILING HD HEAT DETECTOR HT HEAT TRACING HW HOT WATER HWC HOT WATER CIRCULATION ID INSIDE DIAMETER LEGEND `i SHOCK ABSORBER Q VACUUM BREAKER RISER 4 M MANUAL AIR VENT . V A AUTOMATIC AIR VENT • VALVE (SPECIFICATION FOR TYPE) C CHECK VALVE SOLENOID VALVE tP3 PRESSURE REDUCING VALVE A OS&Y (OUTSIDE SCREW & YOKE) VALVE Ni CHECK VALVE WITH A.B.D. BALANCING VALVE NUMBER SHEET NO. DETAIL VALVE WITH TAMPER SWITCH tI DWG. GAS COCK VALVE --- -IiI -- RELIEF VALVE tii al MIXING VALVE SAN ANGLE RELIEF VALVE --- UNION I SANITARY OR WASTE BELOW FLOOR REDUCER L`} ECCENTRIC REDUCER (E.R.) SLEEVE = 9 PRESSURE GAUGE AND COCK — IP THERMOMETER INDIRECT WASTE 4 WATER FLOW SWITCH _ — CD PUMP ®I DR METER © �+ SPRINKLER INSPECTOR TEST STATION 0 ® FLOOR DRAIN, AREA DRAIN FLOOR SINK 0 :% SEWAGE EJECTOR DISCHARGE 0 ROOF DRAIN U• OVERFLOW ROOF DRAIN t9 POINT OF CONNECTION (NEW TO EXISTING) --� FIRE DEPARTMENT CONNECTION WALL MOUNTED '44-3 FIRE HOSE VALVE FIRE HOSE VALVE CABINET [ -)1€ - -- SEV - -- —t FIRE DEPT. HOSE VALVE W/ CAP & CHAIN n n r-i A A A ROOF MANIFOLD FUEL OIL SUPPLY PIPING SPRINKLER FLOOR CONTROL VALVE ASSEMBLY • • FOR HOSE BIBB —I- ACV ALARM CHECK VALVE W/ AU. RELATED APPURTENANCES PAV PRE - ACTION VALVE W/ ALL RELATED APPURTENANCES FUEL OIL VENT PIPING DPV DRY PIPE VALVE W/ ALL RELATED APPURTENANCES I DCVA 1 DOUBLE CHECK VALVE BPA BACKFLOW PREVENTER ASSEMBLY SW RPBP J REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY • UPRIGHT SPRINKLER HEAD 0 PENDANT SPRINKLER HEAD 0 CONCEALLED PENDANT SPRINKLER HEAD © SIDEWALL SPRINKLER HEAD I► EXTENDED COVERAGE SPRINKLER HEAD EXISTING PIPING EXISTING PIPING TO BE REMOVED LEGEND P = SAN, VENT STACK OR DOMESTIC WATER L = STORM DRAIN LEADER RISER F = FIRE STANDPIPE RISER RISER • . RISER • RISER NO. EQUIPMENT EQUIPMENT NO. . EQUIPMENT DESIGNATION lagpl NUMBER SHEET NO. DETAIL DETAIL DESIGNATION DWG. 0 SHEET NOTE NUMBER REVISION NUMBER SAN SANITARY OR WASTE ABOVE FLOOR -- SAN -- SANITARY OR WASTE BELOW FLOOR ST STORM DRAIN PIPING OST OVERFLOW STORM PIPING — ----- INDIRECT WASTE IW CONDENSATE DRAIN — CD SPRINKLER DRAIN PIPING DR SPD SUMP PUMP DISCHARGE SED SEWAGE EJECTOR DISCHARGE - -- SPV - -- SUMP PUMP VENT FIRE WATER SUPPLY F --- FIRE SPRINKLER PIPING --- SP COMBINED FIRE STANDPIPE -r---- FSP ---- -- - -- SEV - -- SEWAGE EJECTOR VENT FOS FUEL OIL SUPPLY PIPING FOR FUEL OIL RETURN PIPING FOV FUEL OIL VENT PIPING NATURAL GAS PIPING (LOW PRESSURE) G NATURAL GAS PIPING (MEDIUM PRESSURE) MG SW DOMESTIC SOFT WATER PIPING VENT PIPING DOMESTIC COLD WATER PIPING - DOMESTIC HOT WATER PIPING DOMESTIC HOT WATER RETURN PIPING -- -- EXISTING PIPING EXISTING PIPING TO BE REMOVED -c CHANGE IN PIPE ELEVATION — ---c ARROW INDICATES DIRECTION OF FLOW �[ PITCH PIPE DOWN IN DIRECTION OF ARROW �. WALL HYDRANT II FLOOR CLEANOUT /GRADE CLEANOUT FLOOR CLEANOUT /GRADE CLEANOUT PIPE DOWN PIPE UP o BOTTOM PIPE CONNECTION I TOP PIPE CONNECTION f---- VALVE IN VERTICAL c P -TRAP Y STRAINER WITH BLOW OFF VALVE FLEXIBLE CONNECTION IWM -- (M) x (L) EXPANSION LOOP SIZE DRAWING LIST F7 -0.1 BUILDING 7 FIRE PROTECTION LEGEND AND ABBREVIATIONS F7 -1.1 BUILDING 7 FIRST FLOOR FIRE PROTECTION PLAN F7 -1.2 BUILDING 7 SECOND FLOOR FIRE PROTECTION PLAN 040A-1‘9 SEPARATE veuar AND APPROVAL REQUIRED • CAREER EDUCATION CORPORATION piFleck • Kul In& 1417 Fourth AVE Suite 400 Seattle, WA 98101 -2260 Tel (206) 342 -9900 Fax (206) 342 -9901 AMP A UP Os. arg ep CEC SOUTHCENTER BUILDINGS SEATTLE, WA ISSUE FOR PERMIT 05.21.04 PROGRESS ISSUE 05.14.04 ISSUE FOR D. D. 4.28.04 Issue Description Date IA SEATTLE PEMIO 1Ck t PIER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE. WASHVGTON 98101 206.264.9195 FAX 206.624.1525 IMO I% re. ILL IIIMMOS MD MIEN M ak MU o04SIIM IC OINK MD IAMBS NORM OF 11F M011ECT, MN It SAW MIT MMf E RMUCAU UM. OR OM6LO® IMMOUT 11[ INTO Ca1m1T O< it MM,1/MCT. Draw AKIDH OMdh MG& ewe ibb Pb 714600 Aut1 HE PRO1ECNON LEOD AND AIUVIA'flON8 • • • ow • 1l I j� I E I a Il I , DRAFTING LAi 103 I I 1 � O6A) I Q DIFFUSERS FFUSERS ;-- -- SHOWN FOR _. REFERENCE ONLY (TYP) CLPAS BOOM 105 IL- a ) { .t. i 16,(0 -+ ; 111 I II CORRIDOR 0 0 3 E - -1} _.. E =- •r.." - L 0 I -4- -I lid 102 i LA STORAGE 1106I LAB CLASSROOM 109 L rg 0 0 C �l IDF 104 --awlam 1 J III 2mumintia. mi r--. 1 o Its MMIM u gli Wenn. EEO 1111MaiiiiiiIIM rii !9II!ZIIiIii6'I_ ■ "MI I II' 1 ril i isliesiollmiii I.I, © I o a © sal II NLC. WOMEN Iii IH I!` ECM (-1 L k LOBBY 0 101 I UF' I -- — . �. STAIR +I ,l A r—H Ii I -4- 1 01 fee 0 0 i (E) 0 • • • STAI • 0 0 a • -; -z ! I I 10 t - __a-_ —+ t - r -- -- 0 • ki � Y r! I: 14 1 I �� I i a ©+ • I® 0 0 �I i = --'— 1 E OMNI I 30 t i Ip I I I • 111 ICU i II its —, r . I I II4 id 4 LTAI .0 I_ I ) t 4 -- _t sr 1 1 I �I Rte. N) I 1 SKETCH I SEWING LAB I110I J a 0 -1- wAk o Imo., Clatilit e rg NMI R r � _ I+ —t L ( ) LIGHT FIXTURES F I SHOWN FOR , REFERENCE ,' ONLY (TYP) 0 11! �- - --f-- I ±-+ ( ) ' f o()' PATTERN LAB 112 Aundring .=_EMEL • le (k) I is • a 0 MATERIAL 0' GERBER 113 N.I.0 r9t 4 3 • 40 • GENERAL INFORMATION THE BUILDING IS CONSTRUCTED WITH A WOOD FRAME WITH SPRINKLERS LOCATED ABOVE AND BELOW THE HUNG CEILING. THE SYSTEM ABOVE THE CEILING WILL REMAIN INTACT. THE SYSTEM BELOW THE CEILING WITLLL BE MODIFIED IN ACCORDANCE WITH THESE DRAWINGS. FIRE PROTECTION GENERAL NOTES 1. THE AUTOMATIC SPRINKLER SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13 AND THE LOCAL CODE REQUIREMENTS. 2. MODIFICATION OF THE SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL COMPLETE PLANS AND SPECIFICATIONS PREPARED BY THE CONTRACTOR (INCLUDING WATER SUPPLY INFORMATION AND TYPE OF EXISTING SPRINKLER SYSTEM, IF ANY) HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. AT VARIOUS STAGES AND UPON COMPLETION THE SYSTEM MUST BE TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. 3. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE - STOPPED. FIRE STOPPING SHALL BE AN APPROVED MATERIAL. 4. ADDITIONAL SPRINKLER HEADS SHALL BE INSTALLED UNDER ANY DUCT MORE THAN 4' —O" WIDE. 5. SPRINKLER HEAD LOCATIONS ARE SHOWN ON THE REFLECTED CEILING PLANS. THE CONTRACTOR SHALL FULLY DEVELOP A COMPLETE SET OF SHOP DRAWINGS INDICATING PIPING, SIZES, AND LOCATIONS OF ALL SPRINKLER HEADS. THE CONTRACTOR SHALL MAKE ADJUSTMENTS TO LOCATION OF HEADS AND PIPING TO MEET CODE REQUIREMENTS AND FIELD CONDITIONS. 6. SPRINKLER HEAD TOLERANCE IN CEILING TILES IS +1 " FROM CENTER OF TILE. 7. DRAWINGS ARE DIAGRAMATIC AND DO NOT SHOW ALL OFFSETS OR FITTINGS REQUIRED. THE FIRE SPRINKLER CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES TO AVOID CONFLICTS WITH DUCTS, LIGHT FIXTURES, PIPING, ETC. 1)()4040- LEGEND ®(E) EXISTING PENDANT HEADS ©(R) RELOCATED PENDANT HEADS ®(N) NEW POSITION OF PENDANT HEADS, NEW HEADS TO MATCH EXISTING MODEL AND MANUFACTURER ®(X) REMOVE PENDANT HEADS • re1,11r wrc APPRovK REQUIRED CAREER EDUCATION CORPORATION Rock • Kurtz Inc. 1417 Fourth AVE Suite 400 Seattle, WA 98101-2260 Tel. (206) 342 -9900 Fax. (206) 342 -9901 Alp AWO�•�/ • • • • • • • • • CEC SOUTHCENTER BUILDINGS SEATTLE, WA ISSUE FOR PERMIT PROGRESS ISSUE ISSUE FOR D. D. Issue Description 05.21.04 05.14.04 4.28.04 Dote • • • • • • • • • • IA SEATTLE PIER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE. WASI- NGTON 98101 206.264.9195 FAX 206-624 -1525 • .t. Al MAIM 40 wrWN NUM 1001 CLIS 111E WE SNOW AND 1NINIiNID Ea CF NE IMaNnECT, N• It SOLE WY Nor E 1WrUCA13, UM, ON MOM •11.1T 11E SATIN COMO a 1E WNW Dram NO Os& MG& Oar. Agrad pb Ne 2M11 Seib JLDI7 per Roos lei FIE PROMOTION PLAN Teo i i► 1 w • =+ _: - �E;ID _ -1 ._ T -..F- - -. + LLaEcc ir- 36cLAS%6CA 4 E 1. 4 1 203 1 I. 44 7 i DIFFUSERS SHOWN FOR II_ --REFERENCE ONLY (TYP) War 205 • -4 -1-- - --4 -4-- i T a I I 111 II I' = rn • rt 4- !t' F,~ 1 207 1 LIGHT FIXTURES SHOWN FOR REFERENCE ONLY (TYP) STUDENT LOUNGE 1 209 1 0 t, Is 4 0 O� i t� a. CORRIDOR 202 I J 4- r.r-7 204 ®(E) • i 216 I -� lB 4J MEN 1 215 J 201 (L i.mosom, mom maims. 3111111M • 11111 mow+, �� ■I � :) � �� •' Irl� ICI I�1�. as s i ;mi1 1111M: mum 114111111•1111•04P 01 t■" i • 1 I t lan -± 1 I II .1 O = la I I�, ei a •1 1T' I" r # -4 0' ■ rt rt -_ ti 1, fi -- I -4 I l I IA: at __,_ i ` .H--- , ± 1 -- i i I T -ir-- 1 i4 1 i 1 I i i i 1 ' ©() t -F ; ! O ± • o() i fi lI 1,t I i ' 1 i__.r - , 0 o'• N a i 1 I I O(�) O(>E)t, l•- l lr j a um., 0 I ■ iO I Q� ,--.- 1 i i i D I 1 1 • I �. -: i r- --4- �_ . -__ Jr I I • • - M i ► t I t I O(�) + t i O) 1 J I • i_ w. t - r I --:- 1- ,, r , oar ---- 1 I 1 (' ) OL ► I �) -} off, I I� 11111111X )1 i lHIi -j-- (k) O(1.) -- -4-- , , + i_,... _ -4-4 -t ---- I--- j - - --i- -t- ___ I 1I i 1 � i � i i I -- —, -A- --, ) o- i I I I 1 1 - 1 1 - - - -. -; -+ ; -i -- O-t- 1 1 I i ram i 4_ _ I L- . i i _I I- - --+-® - 1 - -+ 4 -f t ! 1 _ i I 1 I Buri[idilrna LIEVI= • —i ; 1 -t "* L L 1t t NAM 206 8 4 • • GENERAL INFORMATION THE BUILDING IS CONSTRUCTED WITH A WOOD FRAME WITH SPRINKLERS LOCATED ABOVE AND BELOW THE HUNG CEILING. THE SYSTEM ABOVE THE CEILING WILL REMAIN INTACT. THE SYSTEM BELOW THE CEILING WITLLL BE MODIFIED IN ACCORDANCE WITH THESE DRAWINGS. FIRE PROTECTION GENERAL NOTES 1. THE AUTOMATIC SPRINKLER SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13 AND THE LOCAL CODE REQUIREMENTS. 2. MODIFICATION OF THE SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL COMPLETE PLANS AND SPECIFICATIONS PREPARED BY THE CONTRACTOR (INCLUDING WATER SUPPLY INFORMATION AND TYPE OF EXISTING SPRINKLER SYSTEM, IF ANY) HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. AT VARIOUS STAGES AND UPON COMPLETION THE SYSTEM MUST BE TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. 3. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE - STOPPED. FIRE STOPPING SHALL BE AN APPROVED MATERIAL. 4. ADDITIONAL SPRINKLER HEADS SHALL BE INSTALLED UNDER ANY DUCT MORE THAN 4' -O" WIDE. 5. SPRINKLER HEAD LOCATIONS ARE SHOWN ON THE REFLECTED CEILING PLANS. THE CONTRACTOR SHALL FULLY DEVELOP A COMPLETE SET OF SHOP DRAWINGS INDICATING PIPING, SIZES, AND LOCATIONS OF ALL SPRINKLER HEADS. THE CONTRACTOR SHALL MAKE ADJUSTIMENTS TO LOCATION OF HEADS AND PIPING TO MEET CODE REQUIREMENTS AND FIELD CONDITIONS. 6. SPRINKLER HEAD TOLERANCE IN CEILING TILES IS +1" FROM CENTER OF TILE. 7. DRAWINGS ARE DIAGRAMATIC AND DO NOT SHOW ALL OFFSETS OR FITTINGS REQUIRED. THE FIRE SPRINKLER CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES TO AVOID CONFLICTS WITH DUCTS, LIGHT FIXTURES, PIPING, ETC. LEGEND O(E) EXISTING PENDANT HEADS O(R) RELOCATED PENDANT HEADS o(N) NEW POSITION OF PENDANT HEADS, NEW HEADS TO MATCH EXISTING MODEL AND MANUFACTURER O(X) REMOVE PENDANT HEADS 1204-4 6/ RENI'EWMP FOR CODE CO fGO' APPRVo �uL 01 2004 City Of Tukwila A BUILDING DIVISION SWARM PEON,' AND APPROVAL RFni•• Idt1CAREER EDUCATION CORPORATION Radt + KID MIC. 1417 Fourth AVE Suite 400 Seattle, WA 98101-2260 td. (206) 342 -9900 Fox- (206) 342 -9901 AWall • -QUIP • • • • CEC SOUTHCENTER BUILDINGS SEATTLE, WA ISSUE FOR PERINT PROGRESS ISSUE ISSUE FOR D. D. 05.21.04 05.14.04 4.28.04 Issue Description Date IA SEATTLE MAY 9 ti 1 2004 r cc,vrtk PIER 56 1201 ALASKAN WAY. SUTE 201 SEATTLE, WASHVGTON 98101 206.264.9195 FAX 206.624.1525 sax N of L IRNIIIMo6 Nil *T1B1 I01101AL !ml C OS11UI 1E MK No IIPUIUS D WI Q K NlogET CIO llt oar NOT It MUGU OM. ail OISCIAID MC S T 11[ OITIM Walt ar >t ONWIECT. Dram 40 MGAH ,lOb No, MO) o, 'W sob 11P44 IJLDINO? SECOND Boon ta. FME PRO1j1ON PLiw ,•F% -12 V