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Permit D05-175 - IADT CAREER EDUCATION CENTER - TENANT IMPROVEMENT
IADT CAREER EDUCATION CENTER 655 ANDOVER PK W DOS -175 fs Z ce W J0 00. W W =' J H W W 0 J, LL Q. co = F- Wm Z 1.... ZI W ui • 0. U O q2 O 1-: = V`. E- :. LLI Z. H= O ~` z i ` tIA, Parcel No.: 2623049143 Address: 655 ANDOVER PK W TUKW Suite No: Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -175 06/02/2005 11/29/2005 Tenant: Name: IADT CAREER EDUCATION CENTER Address: 655 ANDOVER PK W, TUKWILA WA j Owner: Name: LOWE NORTHWEST INVESTOR PRO Address: 600 UNIVERSITY ST, SUITE 2820 Contact Person: j Name: RON GREENE' Address: 600 UNIVERSITY ST, STE 2820, SEATTLE, WA i Contractor: Name: TURNER CONSTRUCTION CO Address: 375 HUDSON STREET, NEW YORK, NY Contractor License No: TURNECC237D2 Phone: Phone: 206 613 -5365 Phone: 206 623 -1986 Expiration Date: 02 /07/2007 DESCRIPTION OF WORK: TENANT IMPROVEMENT, CLASSROOM EXPANSION. (05- 001 -BPA) Value of Construction: $130,000.00 Fees Collected: $2,380.80 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N DEVELOPMENT PERMIT Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public- do D0 06-02-200 City ukwila y a _ Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Z Z �w Q � JU U O: (1 )o CO Ul J H CO) LL � O: 9-1 Nd = uU Z �-- Z O- w U O N o1-- w w H U w Z. U N O ~. Z City o. 'Tukwila Stever: M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -175 06/02/2005 11/29/2005 � Permit Center Authorized Signature: ���� % Date: �S i r ti . I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and F ordinances governing this work will be complied with, whether specified herein or not. The nting of this permit does not pre a to give authority to violate or cancel the provisions of any other state or local laws reg ating c nstruction or the perfor nce f work. I am authorized to sign and obtain this development permit. Si ature: — Date: Z D Print Name: 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. t doc: !BC- Permit D05 -175 Printed: 06 -02 -2005 Z W W� 00 N w= J � N O W LL N d = w H zF z O. U w w' L 0 .. Z U= Z . City of Tukwila 1908 Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 2623049143 Permit Number D05 -175 Z W Address: 655 ANDOVER PK W TUKW Status: ISSUED ❑ Suite No: Applied Date: 05/20/2005 v v 0 Tenant: IADT CAREER EDUCATION CENTER Issue Date: 06/02/2005 C O ❑ CO W J H 1: ** *BUILDING DEPARTMENT CONDITIONS * ** D u- WO 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. tl N 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center t = - W (206/431- 3670). ? h- O 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. v co O— ❑ E-- 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design W w requirements of ASCE 7. v L O 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced Z to the building structure. v co t= H 7: All construction shall be done in conformance with the approved plans and the requirements of the International z Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Maintain fire extinguisher coverage throughout. 14: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 15: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. doc: Conditions D05 -175 Printed: 06 -02 -2005 „re.t.,. a.r,•i �;ua..:ites.�; �:.auai.:E.f:�:at4:.�.:.. .:sr6.5t:�k at � �t . �... ' wrp•k' � y , . City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 (IFC 1008.1.8.3 subsection 2.2) 16: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle Z = �' is engaged from inside the tenant space. (IFC Chapter 10) W 17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) v v 0 W 18: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating w = and /or adding sprinkler heads. (IFC 901.4) —J r'— Nw w 19: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) J 20: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and N d approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler � w 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 recognized by the City of Tukwila, prior to submittal to t— O the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) w w 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and v co #2051) o 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) W v 23: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed z description of intended use. w v co _ 24: Any overlooked hazardous condition and /or"violation of the adopted Fire or Building Codes does not imply approval of O z such condition or violation. 25: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D05 -175 Printed: 06 -02 -2005 — .w,.•..� "':�:da«w':.u.Nw3.«.c'.y+' v;ae.;'L's..smenr s�` kk: s� „voisG:�::�.i�w.tAar,...�..aa 46cae?.d` �:• •r' f City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i I z u�D UO U U UJ J U. ,w O }r U- J _ d H- W z� �o z �— U 0: 0— 0 H^ =U H � u. O z U N. H � O Z I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulatin�ruction or the performance of work. Sig Date; L 12 6 _ Print Name: doc: Conditions D05 -175 Printed: 06 -02 -2005 City of Tukwila Department of Community Development 6300 SoutheenterBoulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: ht(p- 11www.ci.tu/nvlla.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director RLANKET PERMIT TENANT IMPROVEMENT APPLICATION Plan Review No.: Blanket Permit Agreement No.: Value of Construction: $ o Assessor Account No.: ;Z&r;a04° ( Y/ 4 /3 73 Site Address: Ar I v W. Floor: 2 Suite No.: Project/Tenant Name: I II'' ak Description of Work: f�P SMZM OYMNS Per the International Building Code - 2003 Edition Type of Construction: Occupancy Grout): -/v�,� r A Building Use: Nature of Occupancy (printing, manufacturing, etc): Square Footage: Existin Construction Area 1 "Floor �D 2 " Floor / �� 3 3r Floor 4 Floor Will there by any structural work? ..... ❑ Yes XNo If "yes ", please describe Will there be a change in use ?............ ❑ Yes No If "yes ", please explain Will there be rack storage ? ................. ❑ Yes No If "yes ", a separate permit is required. Existing Fire Protection :....................A Sprinklers ❑ Automatic Fire Alarm Cl None Will there be storage or use of flammable, combustible or hazardous materials in the building? ...... F1 Yes ANo If "yes", please explain Vppaeedam`M"et Permit 77 Appaeodon crated: 9.7004 Revised: z Z ,f= 2 W W� U O CO) 0. J H N LL. WO M LL Q c o = C1' W Z H H O W F— 5 O N D F-� W uJ. f- U u. ~O Z U S2 O ~; Z Fee Amount Reccl tNo. Date Building Permit Fee $ Plan Check Fee $ 93ro • 2 Building Surcharge $ J/ S40 Total $ z"mKi Value of Construction: $ o Assessor Account No.: ;Z&r;a04° ( Y/ 4 /3 73 Site Address: Ar I v W. Floor: 2 Suite No.: Project/Tenant Name: I II'' ak Description of Work: f�P SMZM OYMNS Per the International Building Code - 2003 Edition Type of Construction: Occupancy Grout): -/v�,� r A Building Use: Nature of Occupancy (printing, manufacturing, etc): Square Footage: Existin Construction Area 1 "Floor �D 2 " Floor / �� 3 3r Floor 4 Floor Will there by any structural work? ..... ❑ Yes XNo If "yes ", please describe Will there be a change in use ?............ ❑ Yes No If "yes ", please explain Will there be rack storage ? ................. ❑ Yes No If "yes ", a separate permit is required. Existing Fire Protection :....................A Sprinklers ❑ Automatic Fire Alarm Cl None Will there be storage or use of flammable, combustible or hazardous materials in the building? ...... F1 Yes ANo If "yes", please explain Vppaeedam`M"et Permit 77 Appaeodon crated: 9.7004 Revised: z Z ,f= 2 W W� U O CO) 0. J H N LL. WO M LL Q c o = C1' W Z H H O W F— 5 O N D F-� W uJ. f- U u. ~O Z U S2 O ~; Z S BLANKET PERMIT TEN.... ,'T IMPROVEMENT APPLICATION PAGE 2 Property Ownel i I I I i I i 1 I 1 j j i I i city state up General Con �• A Name: (/f'7M�/R� 5 r pp � ^^ Phone:.---M + sq Mailing Address: ; o. M 40 0 p1 City state zip WA State Contractor's License No.: Expiration Date: I hereby certify that I have read and examined d this ppH ati nand know the same to be true and correct, and I am authorized under BI e t Agreement No. �.� �/ to apply for and obtain this permit. ignaturo i Date: Mailing Address: city > $tic Zip D.,ate,ofAppliFacion: to Expires: as Stafl'Initiais: lapplicationsVIL"et Pemdt TI Application Gated: 9.2004 Rcviscd: Z W . � V U y0 W = J f.- U U-: W O 95 L L N m = d. W T S H_ W O LU a C3 . U O N. cl H WW H L). O Z W U= OH Z I. Contact Person I Organization: A Phone Mailing Address: City Slue zip Architect of Record - All plans must be wet stamped by .-Architect of Record ILA, w City of Tukwila S teven M. Mullet, Mayor o y Department of Community Development Steve Lancaster, Director i i i 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 * pg Fax: 206431 -3665 Web site: btta; / /►vww.ci.tu/nvllativa.us 'BLANKET PERMITAGREEMENT Statement Plan Review No.: 4 i Blanket Permit Agreement No.: 05%)040 "ism Project Name: R y T G a — c. . Site Address: (a5 S Ag TARiL- o llsS T Is any part of the work proposed under this application include ......................... d Yes 19 No structural work or affect structural components of the building? If yes, has the structural work been authorized by the Tukwila ........................... ❑ Yes 5d No Building Official to be included in this application? Does the proposed work comply with the requirements of ............................... Yes El No the International Building Code (2003 Edition) Chapter 10, / Means of Egress? If no, please explain: Will any special inspections be required per Chapter 17 ...... ............................... ❑ Yes fil No in the International Building Code (2003 Edition)? If yes, list specific inspections: As a result of this proposal, does the parking meet the ........................................ Yes ❑ No requirements of the Tukwila Zoning Code? If no, please explain deficiency: EDP ?i!AR. STA T E 0s- 6 t ►Ia; : iiidC'i'i7,�! lappliadonslblaokct pemut arcditcct sulemea Created; 9 -2004 Revised: Z F= .� Z . UJI UO to o NW J H N LL c W y 0 G F . �Ei N d = W . ZO_ W UJ 'jp 0 N:; :0 F- WW LL O : Z` W N. H � O Z ARCHITEC VENGI STAMP AND SIGNATURE • � �9 � �j�nuK,nn, A' i:?' ILA, City of Tukwila Steven M. Millet, Mayor o y Department of Community Development Steve Lancaster, Director 0 6300 Southcenter Boulevard, Suite #100 = Tukwila, Washington 98188 Phone: 206431 -3670 1908 Fax: 206431.3665 Web site: blip, 11www.ci.twhvila.wa.us Z �Z W QQ � J V 0 CO) CO) LU J = J.— CO) 11- W O J LL Q _ d F- UJ Z� HO Z H W U s o = U �o 111 Z U= O Z BLANKET PERM TTAGREEMENT — Temporary Inspection card Plan Review No.: � / j Date Issued: "dS Blanket Permit Agreement No.: /3/ Project Name: Site Address: J &ACS CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE — 206.431 -3670 "X" REQUIRED INSPECTIONS DATE APPROVED INSPECT INITIALS PLANS DATE DATE(S) CORRECTION NOTICE ISSUED 1. Framing 2. Insulation 3. Suspended Ceiling 4. Wallboard Fastening DO NOT PROCEED BEYOND THIS POINT UNTIL THE BUILDING PERMIT IS ISSUED. PERMIT MUST BE PICKED UP WITHIN 24 HOURS OF NOTIFICATION THAT THE PERMIT IS READY. CONTRACTOR/APPLICANT BEGINS WORK AT THEIR OWN RISK PER THE TERMS OF TIiIE BLANKET PERMIT AGREEMENT. INSPECTIONS: I. FRAMING — After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 2. INSULATION — After framing approval, but before insulation of wallboard. Baffles must be installed to keep attic ventilation points clear. 3. SUSPENDED CEILING — Fasten diffusers, lights and seismic bracing. 4. WALLBOARD FASTENING —Prior to taping (I.B.C. Section 109.3.5 — Fire Rated Assemblies) 5. PLAN CHECK INSPECTION — Immediately after the Tenant Improvement Permit is picked -up by the applicant. Work may not proceed until the City inspector delivi rs the plans and new inspection card to the site. This inspection should be scheduled at the Permit Center when the permit is obtained. X Construction will not proceed past required inspections. X The Building Permit and approved plans shall be picked -up by the applicant within 24 hours of notification that the permit is ready. Failure to do so may result in a stop work order. X Construction may not deviate from that shown on the plans as submitted at time of application. X All corrections shall be made within three (3) days of notification by the Building Inspector. X No more than 30 days sliall elapse between the last required inspection and file `Building Final." X Unauthorized occupancy and /or use of the remodeled area shall not occur until the Building Inspector completes the "Building Final," which takes place after the Building Permit and Permanent Inspection Card has been issued. X The City reserves the right to stop work at any time that in its judgment the work presents a safety problem, warrants a building permit prior to continuing work, is not proceeding according to approved plans, or otherwise would not qualify for consideration under the blanket permit process. X The following work is not covered under the blanket permit process. This work shall not start until approvals and permits are obtained through the applicable agencies, under their normal process: - Electrical ........... ............................... Department of Labor and Industries - 206 - 835 -1000 - Plumbing and Gas Piping .................Public Health— Seattle and King County — 206- 296 -4932 - Fire Protection ....... ...........................City of Tukwila Fire Department — 206 -575 -4404 - Mechanical ............ ...........................City of Tukwila Building Department - 206 -431 -3670 - Rack Storage .......... ...........................City of Tukwila Building Department — 206 -431 -3670 THIS IS A TEMPORARY INSPECTION CARD ONLY AND WILL BE REPLACED BY A PERMANENT INSPECTION CARD WHEN THE BUILDING PERMIT IS ISSUED. %applimians%1"a penis Inepecdon ewd Crated: 9.2004 Revised: f City of Tukwila lace 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: Suite No: j Applicant: i Receipt No.: i Initials: User ID: 2623049143 655 ANDOVER PK W TUKW IADT CAREER EDUCATION CENTER R05 -00734 SKS 1165 Permit Number D05 -175 Status: PENDING Applied Date: 05/20/2005 Issue Date: Payment Amount: 2 Payment Date: 05/20/2005 01:21 PM Balance: $0.00 Payee: WASHINGTON RE HOLDINGS LLC i TRANSACTION LIST: Type Method Description Amount Payment Check 1471 2,380.80 j ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 1,440.18 PLAN CHECK - NONRES 000/345.830 936.12 STATE BUILDING SURCHARGE 000/386.904 4.50 i j� Total: 2,380.80 1.571 05/2 9716 i TUTAL. 23)90.90 doc: Receipt Printed: 05 -20 -2005 Z Z �W JU U Ofd. w= CO u- w 0 J U. cl)d = W F- O Z 1-- 5 U0 O N D F- WW U_ iF- Z W N. P _ 0 Z J INSPECTION RECORD Retain a copy with permit INSPECTIOWNOV' P ER %R0.j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431-3670 Pr Type of Ins li Lill P r 1 9 M Approved per applicable codes. bcorLections required prior to approval. 1. Z Z W 2 65� 1 0 U O Q w Uj CO) LL W O LL C CY W 0 W �— W LLJ 2 5 D 0. 0 cf) 0-- 0 E—� UJI LL J ti 3: O. Z . Lli O Z Adfdress: 10 5 Date Called '��W5A2-5 Sr Instructions. Date War t�LL a.m. a --/ Requ ter* I P hprfe No: M Approved per applicable codes. bcorLections required prior to approval. 1. Z Z W 2 65� 1 0 U O Q w Uj CO) LL W O LL C CY W 0 W �— W LLJ 2 5 D 0. 0 cf) 0-- 0 E—� UJI LL J ti 3: O. Z . Lli O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. %06)4 CITY OF TUKWILA BUILDING DIVISION fig 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3670 Pr jec : Ty p of Inspecti n: r A n 11rVtAA Address. Date alle _ A P i j Special Instructions: Date Wanted: a.m. O - JJ -m. Requester: Ph o No i 4�n .ne•nn nl•i.�w <<..�. .... ...4 {... I Receipt No.: I Date: R '�. r' I Z �QQ W . W� UQ CO = J CO U. W O U. = O F Z H H O. W ~ W U� 0 F— W W. U L O ti! Z L) O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. M06) S � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 Pr t: n - F Type of I ection: Address: /q . Date Called: Special Instructions: Date Wanted: b� a. m. Requesters ' Phone No. '50-3 y Receipt No.: Date: z Z d �W W� JU UO. CO 0 W LL N O W L L = F- W . Z H Z O 5 U O N 01-- WW tl. O W z co) o� z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of I spection , �Spec dress: A- � � Date Called: In structions: Date Wanted: a.m. Requester: P 6ne No: 2 Approved per applicable codes. Corrections required prior to approval. Z �Z �W UO N O U) J fn LL,. W O 2� Ia CO d = W H Z f.. 1— O W F- �. U� ON o�_ W F� til Z U= O Z INSPECTION RECORD Retain a copy with permit'" INSPECTION NO. PE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 1 rfi T YP e of Ins ection: A �( Addre s: / n , r/ Date Called: / - ') tX �S - • U •. Special Instructions: Date Wanted: Request No: Ine f Z H ;~ W , JU U O a W= H � LL w 0 LL Q co = d . F. W Z F- ' f- O Z H U� ON D W U- O tti Z co O ~. Z pproved per applicable codes. � Corrections required prior to approval. .7� —T-1 �VVIL.H, 0 T ukwila -1 1 G) City of Steven M. Mullet, Mayor : O i Fire Department Thomas P. Keefe, Fire Chief 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM tho`rized 'Signature �v .. FINALAPP.FRM Rev. 2/19/98 Date T.F.D. Form F.P.' 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax. 206 -575 -4439 z = Z �2 D JU UO CO J = F- T LA. WO J LL Q co :D = �W Z F- i- O z 1- U� ON OH W I- H U- O. Iii U= O z PERMIT COORD COPT( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -175 (05- 001 -BPA) DATE: 05 -20 -05 PROJECT NAME: IADT CEC BUILDING SITE ADDRESS: 655 ANDOVER PARK WEST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS • b -- yob Y ingftiv �� 2 � y Buil i ion Fire Prevention © Planning Division El Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -24 -05 Complete i 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 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved Notation: ❑ Approved with Conditions W REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 06 -21 -05 Not Approved (attach comments) ❑ Documenlslrouling 51ip.doc PERMIT COORD COPY z -ze•oz ❑ No further Review Required DATE: z i� '~ w I � 2 JU U0 CO co W J = H CO L w LLQ �D = �w z t-- O z I— W U� O N 0 E-. wW tL O. W z co O z Look Up a Contractor, Electricj- or Plumber License Detail r -, Pagel of 4 Topic Index Contact Info - - - � Home :< Safety Claims & Insurance Workplace Rights Trades 8 Licensing ; Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber __ �_ _....__...... _.......... __.............._ .............. _.._........_..._..._.._....... _......_._.._,........., General /Specialty Contractor A business registered as a construction contractor with LEtl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. ' License Information License TURNECC237D2 Licensee Name TURNER CONSTRUCTION COMPANY Licensee Type CONSTRUCTION CONTRACTOR UBI 600205784 Verify Workers C Qm Prp emium Status Ind. Ins. Account Id Bu siness Type CORPORATION Address 1 ATTENTION: CHERYL BLAIR Address 2 901 MAIN ST STE 4900 i City DALLAS County OUT OF STATE i State TX Zip 75202 Phone 2149159600 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/22/1977 Expiration Date 2/7/2 Suspend Date i Separation Date Parent Company j Previous License Next License Associated License ' Business Owner I nformation ! � T r I https:H fortress .wa.gov /lni/bbip/Detail.aspx ?License= TURNECC237D2 06/02/2005 r � Z Z QQ JU .0 . v) J H CO u- wO (n �. = Z 1--. 1— O w F- �5 U� 0 �H w HF- u. O . .. Z U N. i= _ O Z 0 ABB REVIATION S ROOM NUMBER 04 B 0 12 do or + And JAN. Janitor O At g1e JT. Joint NOTES 4 -1- -� DETAIL REFERENCE GENERAL 4. Centerline KIT. Kitchen 0 Diameter ELE VATION REFERENCE (1 `r1mm 1 Perpendicular LAB. Laboratory C Channel LAM. Laminate FLOOR Pound or Number LA V. Lavatory E) Existing LKR. Locker LT. Light ACOUS. Acoustical A.D. Area Drain MAX. Maximum ADJ. Adjustah'e M C. Medicine Cabinet A.F.F. Above Finish Floor MECH. Mechanical AGGR. Aggregate MEMB. Membrane AL. Alum;num MTL. Metal APPROX. Approximate MFR. Manufjcturer ARCH. Architectural MH. Manhole ASB. Asbestos MIN. Minimum ASPH. Asphalt MIF. Mirror MISC. Miscellaneous BD. Board M.G. Masonry Opening BITUM. Bituminous MTD. Mounted BLDG. Building MUL. Mullion BLK. Block BLKG. Blocking N. North BM. Beam N.I.C. Not in Contract BOT. Bottom NO. or Number B.T.B. Back to Back NOM. Nominal N.T.S. Not to Scale CAB. Cabinet C.B. Catch Basin O.A. Overall CEM. Cement OBS. Obscure CER. Ceramic O.C. On Center C.I. Cast Iron O.D. Outside Diameter (Dim.) CLG. Ceiling O.F.C.I. Owner Furnished Contractor Installed CLO. Closet O.F.0.i. Owner Furnished Owner Installed CLR. Clear OFF. Office COL. Column OPNG. Opening CONC. Concrete OPP. Opposite CONSTR. Construction CONT. Continuous PRCST. Precast CORR. Corridor PL. Plate CTSK. Countersunk P -SAM. Plastic Laminate CNTR. Counter PLAS. Plaster CTR. Center PLYWD. Plywood PR. Pair DBL. Double PT. Point DEPT. Department P.T.D. Paper Towel Dispenser D.F. Drinking Fountain P.T.D /R Combination Paper Towel DET. Detail Dispenser & Receptacle DIA. Diameter DIM. Dimension Q.T. Quarry Tile DISP. Dispenser DN. Down R. Riser D.O. Door Opening RAD. Radius DR. Door R.D. Roof Drain DWR. Drawer REF. Reference DS. Downspout REFR. Refrigerator D.S.P. Dry Standpipe RGTR. Register DWG. Drawings REINF. Reinforced REQ'D. Required E. East RESIL. Resilient EA. Each RM. Room E.J. Expansion Joint R.O. Rough Opening EL. Elevation RWD. Redwood ELEC. Electrical R.W.L. Rain Water Leader ELEV. Elevator EMER. Emergency S. South ENCL. Enclosure S.C. Solid Core E.P. Electrical Panel S.C.D. Seat Cover Dispenser EQ. Equal SCHED. Schedule EQPT. Equipment S.D. Soap Dispenser E.W.C. Electric Water Cooler SECT. Section (E) Existing SH. Shelf SEXIST. Existing SHR. Shower EXPO. Exposed SHT. Sheet EXP. Expansion SIM. Similar EXT. Exterior S.N.D. Sanitary Napkin Dispense S.N.R. Sanitary Napkin Receptacle F.A. Fire Alarm SNT. Sealant F.B. Flat Bar SPEC. Specification F.D. Floor Drain SQ. Square FDN. Foundation S.S. Stainless Steel F.E. Fire Extinguisher S.SK. Service Sink F.E.C. Fire Extinguisher Cab STA. Station F.H.C. Fire Hose Cabinet STD. Standard FIN. Finish STL. Steel FL. Floor STOR. Storage FLASH. Flashing STRL. Structural FLUOR. Fluorescent SUSP. Suspended F.O.C. Face of Concrete SYM. Symmetrical F.O.F. Face of Finish F.O.S. Face of Studs TRD. Tread FPRF. Fireproof T.B. Towel Bar F.S. Full Size T.0 Top of Curb FT. Foot or Feet TEL. Telephone F.T. Fire Treated TER. Terrazzo FTG. Footing T. &G. Tongue and Groove FURR. Furring THK. Thick FUT. Future T.P. Top of Pavement T.P.D. Toilet Paper Dispenser GA. Gauge T.V. Television GALV. Galvanized T.W. Top of Wall G.B. Grab Bar TYP. Typical G.C. General Contractor GL. Glass /glazing UNF. Unfinished GND. Ground U.O.N. Unless Otherwise Noted GR. Grade UR. Urinal GYP. Gypsum V.C.T. Vinyl Composition Tile H.B. Home Bid VERT. Vertical H.C. Hollow 'ab VEST. Vestibule HDWD. Hardwood V.I.F. Verify in Field HDWE. Hardware H.M. Hollow Meta! W. West HORIZ. Horizontal W/ With HR. Hour W.C. Water Closet HGT. Height W['. Wood W/0 Without I.D. Inside Diameter (Dim.) WP. Waterproof INSUL. Insulation WSCT. Wainscot INT. Interior WT. Weight CODE INFORMATION - __ _ __ I. THE CONTRACTOR SHALL CONFORM TO ALL CURRENT CODES, ORDINANCES, ETC. WHICH HAVE JURISDICTION OVER THE WORK, AND SHALL RETAIN RESPONSIBILITY FOR COMPLIANCE WITH THE LATEST REVISIONS. 2. SITE ADDRESS: BUILDING 7 655 ANDOVER PARK WEST TUKWILA, WA 98 88 3. OCCUPANCY TYPE: B- OFFICE . 4• PROJECT T.I. SCOPE: TOTAL PROJECT = 3,700 S.F. 6. TYPE OF CONSTRUCTION: . TYPE 1 - FR - FULLY SPRINKLERED d. ASSESSOR'S PARCEL NUMBER: 262304914308 7. APPLICABLE CODES: 2003 INTERNATIONAL BUILDING CODE - 2003 INTERNATIONAL MECHANICAL CODE 2003 INTERNATIONAL FIRE CODE - 2003 WASHINGTON STATE ENERGY CODE ALL WORK IS LIMITED TO THE FOLLOVANG: DEMOLITION AND CONSTRUCTION OF INTERIOR PARTITIONS, SUSPENDED CEILING (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. LEGAL DESCRIPTION LOT 3 THAT PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID EAST 1/2 WHICH IS N88'05'42"W ALONG THE NORTH LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 1,339.34 FEET FROM THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4; THENCE N88'05'42"W ALONG THE NORTH LIINE OF SAID EAST 1/2, A DISTANCE OF 659.34 FEET; THENCE S01 A DISTANCE OF 1023.88 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 1'47'29 "E A DISTANCE OF 507.93 FEET, THENCE SW05'42 "E A DISTANCE OF 150.00 FEET TO A POINT ON A HORIZONTAL CURVE, THE RADIUS POINT OF WHICH 578'56'48 "E, 50.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 153'54'50" A DISTANCE OF 134.32 FEET TO THE POINT OF REVERSE CURVE, THE RADIUS POINT OF WHICH BEARS S5751'38 "E, 15.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 54'45'56" A DISTANCE OF 14.34 FEET; THENCE S88'05'42 0 E A DISTANCE OF 327.05 FEET TO THE BEGINNING OF A HORIZONTAL CURVE, THE RADIUS POINT OF WHICH BEARS S1 50.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89'53'11" A DISTANCE OF 78.44 FEET; THENCE S1'47'29"W A DISTANCE OF 377.00 FEET TO THE BEGINNING OF A HORIZONTAL CURVE, THE RADIUS POINT OF WHICH BEARS N88' 12'31 "W, 50.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'06'49' A DISTANCE OF 78.64 FEET; THENCE N88'05'42"W A DISTANCE OF 326.76 FEET TO THE BEGINNING OF A HORIZONTAL CURVE, THE RADIUS POINT OF WHICH BEARS N 1'54' 18 "E, 15.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 54'45'56" A DISTANCE OF 14.34 FEET TO THE POINT OF REVERSE CURVE, THE RADIUS POINT OF WHICH BEARS S56'40' 14"W, 50.00 FEET, THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 118'03'42" A DISTANCE OF 103.03 FEET; THENCE N88'15'43W A DISTANCE OF 154.72 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 300,210 SQ. FT. MORE OR LESS I GENERAL SYMBOLS I A I COLUMN GRID LIK -1 _ -0 100 ROOM NUMBER 04 B 0 12 AREA NUMBER I23A DOOR NU*AB PROJECT INFO., 1M DETAIL REFERENCE GENERAL NOTES 4 -1- -� DETAIL REFERENCE GENERAL WTM ARROW - --- DETAIL MG GENERAL NOTES ROAM ELE VATION REFERENCE (1 `r1mm DETAIL TITLE C l -+ DRAWING SCALE 1 DRAWING NOTE CLOUD W TH REVISION DELTA t HALL-TYPE BUG ♦ not REFERENCE WITH CIRCLE r I DIMENSIONS r DIMENSION CENTERLINE , I ALIGN DATUM A Q< ' B ELEVATION A 1.1 C PROJECT DIRECTORY LIENT CAREER EDUCATION CORP, 2895 GREENPOINT PKWY, SUIfE 600 HOFFMAN ESTATES, IL 60195 847.585.2605 847.585.2645 FAX CONTACT: PAT NAOAN BUILDING MANAGEMENT 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 NANBICKI GENERAL CONTRACTOR TURNER CONSTRUCTION 830 FOURTH AVE S. SEATTLE, WA 98134 206.505.6600 206.505.6601 FAX CONTACT: SCOTT LAMAR UCH TU- RN- EC- C237D2 (EXP 02/07/05) VICIN MAP Y d a 0 S ST EXITING DIA ..Now" 90 room i " W "rm i XV of EM c m� I 1 I _ 11• •N • X11 •ll• INDEX OF DRAWIN 6 RCHITECTURAL AN -1 PROJECT INFO., SHEET INDEX +EXITING DIAGRAM AN -2 GENERAL NOTES + SUBMITTALS AN -3 GENERAL NOTES AN -4 GENERAL NOTES A -0.0 SECOND FLOOR DEMOLITION PUN A -1.0 SECOND FLOOR PARTITION PUN A -2.0 SECOND FLOOR POWER +SIGNAL PLAN A -3.0 SECOND FLOOR REFLECTED CEILING PLAN A -8.0 DETAILS A -8.1 p00R +HARDWARE SCHEDULE, FINISH PLAN do SCHEDULE s x SITE PLAN rlt .r.s•�M .....•...• . rN.• » •� �•� A.r YL � .!i M i! 02Za�0 AMDOOVER INDUSTA PARK LOT 4 i 6060 t. 1 rzl e Or v I tat �� " j � ,,,• 40T i � � ��+ • � � •+� t, ca9 x,. . 4 1 1 � ,.i ;7 � i �.= I r • KEY PLAN F0� -'• C� EO s� 3120 Id.4 A-- PATH OF TRAVEL LIENT REPRESENTATIVE TRAMMELL CROW COMPANY 1115 COLUMBIA 3TREET SEATTLE, WA 98104 206.215.2401 206.386.2155 FAX (CONTACT: JOAN WEISER AAEP ENGINEER FLACK + KURTZ 1417 4TH AVE - SUITE 400 SEATTLE, WA 98101 206.342.9900 206.342.9901 FAX (CONTACT: HENRY DIGREQORIO r I S 180TH ST n be wade to on some waawwoo M10* J. of ,,a weft a tow PW VA ,*Ad �,�,�► `�K" im ME !Yn redew apvroval Is ubjea to smn a,a anr.fta APP oMl of ao otnAQlon doomeift does not ad01W d ary adoped or aanrio. llrtat /dl��pO RddCbOf�sd 1�adoiaidum" -, • la rgachm C�II d 11id� JsT FLooR amNa a 0 I • 2ND _FLOOR EXMNG DuAaRAM CARm Eawaa CoRroium 8451 WGISTERED PA TE* WA8111w1(a r ..- l CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TU KWI LA, WA 98188 4 2 ISSUE FOR PERMIT/PRICING 05/19/05 1 ISSUE FOR CLIENT REVIEW 05/16/05 Issue Description Date t 1A - SEATTLE Crr MA 2 /'a&v .i r PER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE WA34\JGTON 98101 206.264.9195 FAX 206.624.1525 • got» w ft Au 0W„w M 0"M ORW "" =S'4?% IE PC a=^ in ,1NWO OO,It W ft 004W. ISO rw I" on W a m, "M Uft a d9ip,A'S!D,111hoUt tK I " am a t► � -ad top ?s O _Vii PROJECT INFO, SHEET INDEX + EXITING DIAGRAM _ ,.AN -1 __ ir. , - _ .. � __ � , �.... A.__� .a•. -_ _ _ __ __ • .... + .V.....4.._fL".r.�.� 1ii�. . may. .,Ste "V.-i� _ •� . _ e' N KEY PLAN N.T.S, 4• 4 2 ISSUE FOR PERMIT/PRICING 05/19/05 1 ISSUE FOR CLIENT REVIEW 05/16/05 Issue Description Date t 1A - SEATTLE Crr MA 2 /'a&v .i r PER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE WA34\JGTON 98101 206.264.9195 FAX 206.624.1525 • got» w ft Au 0W„w M 0"M ORW "" =S'4?% IE PC a=^ in ,1NWO OO,It W ft 004W. ISO rw I" on W a m, "M Uft a d9ip,A'S!D,111hoUt tK I " am a t► � -ad top ?s O _Vii PROJECT INFO, SHEET INDEX + EXITING DIAGRAM _ ,.AN -1 __ ir. , - _ .. � __ � , �.... A.__� .a•. -_ _ _ __ __ • .... + .V.....4.._fL".r.�.� 1ii�. . may. .,Ste "V.-i� _ •� . _ e' N KEY PLAN N.T.S, 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 RESPONSIBILITY TO NOTIFY INTERIOR ARCHITECTS OF ANY CONFLICTS 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 ACTIVITIES FOR THE COMPLETION OF THE PROJECT. THE SCHEDULE SHALL INDICATE THE LENGTH OF TIME FOR EACH PHASE, START AND COMPLETION DATES OF PHASES, IN!ORPORATE 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 RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THEM. 4. G. C. SHALL COMPLY WITH THE REQUIREMENTS OF THE LANDLORD AS TO TO THE HANDLING OF CONTRACTORS' MATERIALS, DELIVERIES, EQUIPMENT, AND DEBRIS. 5. G. C. IS TO EXERCISE SPECIAL CARE IN THE HANDLING OF DEUVERIES, MATERIALS, EQUIPMENT, AND RUBBISH TO AVOID INCONVENIENCE AND ANNOYANCE OF OCCUPIED TENANT AREAS OR BUILDING PUBLIC 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 ACTIVITIES ARE PERMISSIBLE DURING "REGULAR BUSINESS HOURS" AND WHAT WORK SUCH AS NOISY WORK, SYSTEM SHUTDOWNS, AND THE LIKE, 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 LIMITED 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 ALi WORK BEING PERFORMED. G. C. SHALL INSURE THAT ANY ONE TRADE'S WORK WILL NOT BE LIMITED TO ONLY ONE PART OF THE TOTAL WORK AREA. EACH AND EVERY TRADE SHALL PERFORM THEIR INDIVIDUAL 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 LIGHTING, 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 LIGHT, 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. SHALL 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 INFGRMATION 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 FIRE PROTECTION PERMITS. GENERAL NOTES (continued) 2 . G. C. IS TO PROVIDE SHOP DRAWINGS FOR ALL MILLWORK AND HARDWARE. 2f G. C. IS TO COORDINATE ALL SHOP DRAWINGS, INCLUDING BUT NOT UMITED TO, H\'AC, SHEET METAL AND UGHTING SHOWING ANY POSSIBLE CONFLICT WITH CLEAR HI'IGHTS AND EXISTING BEAMS, DUCTS, PIPES, ETC. THAT COULD CRITICALLY AFFECT THE Cl.IUNG ELEVATION. 29. THE G. C. SH ALL PROVIDE AT THE COMPLETION OF THE PROJECT, A REPRODUCIBLE "F ECORD 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 CONCTRUCTED OR INSTALLED AND THE CONSTRUCTION DRAWINGS SHALT. BE CLEARLY INDICATED AND "CLOUDED". 30 THE TENANT WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR W MAKE CHANGES BY ALTERING, AXING TO OR DEDUCTING FROM WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. ALL SUCH WORK SHA 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 VALID 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 OBLIGATION 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 FINAL, 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 UNENFORCEABILITY 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 INDIVIDUAL 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 INDIVIDUALS 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 RIERY RESPECT UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE ; NSTALLED 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, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS 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 CONFLICTS DO NOT EXIST IN LOCATIONS Or ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCTWORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED. GENER N OTES (continued) 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 80ARO 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 SUPPLIED 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 COMPLIMENTARY 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 UNPUBLISHED 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 SPECIFICATIONS) SHALL GOVERN OVER THEIR RESPECTIVE DRAWING(S), HOWEVER, IN THE EVENT OF CONFLICT(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 INSTALLING 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 CEILINGS. 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 MULLIONS OR PERIMETER COLUMNS A SOUNDPROOF FILLER PANEL SHALL BE USED INSIDE THE CONVECTOR ENCLOSURE OR INSTALLED BETWEEN THE COLUMNS AND PERIMETER WINDOW MULLIONS. 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 CEILING 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 UTILIZED IN CONSTRUCTION SHALL 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 SUPPLIED 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 DELIVERED 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 (APPLIANCES), U.O.N. DEMOLITION NOTES 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 ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH IA BEFORE PROCEEDING. 4. AT COMPLETION OF DEMOLITION 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, LIGHT 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, PUBLIC CORRIDORS, REST ROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 1 8. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE 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 „UNCTION ,BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. 10. REMOVE TO SOURCE ALL PIPES, VENTS, APPLIANCES 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 AL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT 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. DEMOUTION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOUTION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 15. EXIT STAIRWAYS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION. 16. CRATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 17. ALL REMOVED CARPET SHALL BE DELIVERED TO A CARPET RECLAMATION FACILITY PROVIDING SAID FACILITY WILL BEAR THE COSTS ASSOCIATED W/ SHIPPING. G. C. TO COORDINATE W/ IA REGARDING DETAILS. SUBMITTALS �-- I THE G. C. SHALL SUBMIT THE FOLLOWING TO IA, FOR APPROVAL, PRIOR TO INSTALLATION OF SAID ITEM(S): 1. HARDWARE SUBMITTAL LISTING EACH INDIVIDUAL DOOR SEPARATELY AND WITH IT'S OWN TEMIZED LIST 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 DETAILING ALL MILLWORK, MILLWORK - CONSTRUCTION CONNECTIONS, ATTACHMENT DETAILS, BLOCKING, AND MILLWORK FINISHES. 3. ENGINEERING DRAWINGS FROM DESIGN BUILD SUBCONTRACTORS INCLUDING BUT NOT UMITED TO: FIRE PROTECTION SYSTEM, AND STRUCTURAL. THE ELECTRICAL DRAWINGS SHALL INCLUDE SWITCHING NOTES FOR GENERAL AND SPECIALITY LIGHTING AS NOTED ON THE REFLECTED CEILING PLAN OF THE CONSTRUCTION DOCUMENTS. 4. INTERIOR FINISH SAMPLES, INCLUDING BUT NOT LIMITED TO: PAINT, WALLCOVERING, CARPET, CEILING - 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 APPLICATION. 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 PARTITION(S), AND /OR OTHER SPECIALTY ITEM OR EQUIPMENT. CARm F.oucanac Canon 8d57 PEGI STERW 2 8M � I CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 555 ANDOVER PARK WEST TUKWILA, WA 98188 t 2 ISSUE FOR PERMIT /PRICING 05/19/05 1 ISSUE FOR CLIENT REVIEW 05/16/05 Issue Description Date IA ftvemw crtv OF TLWW" SEA TTLE MAYZeM PER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE, WAH\JGTON 98101 206.264.9195 FAX 206.624.1525 •mdMt w+t mmv. Am " sit aw wr K maw um a @ am s wrt wt tit�w re Nr v It awvcr. ��►v'` Down Nm 0" W" omw &W04 -- � i GENERAL NOTES & SUBMITTALS pOS I� > ANm2 �- � -�� ....�- �_ .►� _ �- ._ ._ � ._ _�_ -�..�- �� -. �... __ .� -.- .� �__....�.�� -. _ __. _....�. _ _- ..- �. - --.- _� _ � --� - .r +..wr - +�' -- __ - ..i...n��.w. ♦r�'w..�t.ay�.'.���•+r►w. ,. ♦.rA A •�. ..+, p,. AF �+ .��R' �� ... .,,.... �. ,' • istti.'1�Iil�t' - .iw ::�i..�itS'�t1... 31i..� .'i`.:....�:.�...:..� .....' '::.Z ..:".�L� ..:�... 5..��; . ....3 A � � � � ��11i nom. +►. � , t t 2 ISSUE FOR PERMIT /PRICING 05/19/05 1 ISSUE FOR CLIENT REVIEW 05/16/05 Issue Description Date IA ftvemw crtv OF TLWW" SEA TTLE MAYZeM PER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE, WAH\JGTON 98101 206.264.9195 FAX 206.624.1525 •mdMt w+t mmv. Am " sit aw wr K maw um a @ am s wrt wt tit�w re Nr v It awvcr. ��►v'` Down Nm 0" W" omw &W04 -- � i GENERAL NOTES & SUBMITTALS pOS I� > ANm2 �- � -�� ....�- �_ .►� _ �- ._ ._ � ._ _�_ -�..�- �� -. �... __ .� -.- .� �__....�.�� -. _ __. _....�. _ _- ..- �. - --.- _� _ � --� - .r +..wr - +�' -- __ - ..i...n��.w. ♦r�'w..�t.ay�.'.���•+r►w. ,. ♦.rA A •�. ..+, p,. AF �+ .��R' �� ... .,,.... �. ,' • istti.'1�Iil�t' - .iw ::�i..�itS'�t1... 31i..� .'i`.:....�:.�...:..� .....' '::.Z ..:".�L� ..:�... 5..��; . ....3 A � � � � ��11i nom. +►. FIRE /LIFE SAFE REQUIREMENTS MECHANICAL NOTES 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 SP ECIAL 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 SHAI.L NOT HAVE OPENINGS SUCH AS LOUVERS OR MAIL SLOTS. DOOR(S) ANn FRAME(S) SHALL HAVE ATTACHED AN APPROVED RATING LABEL MEFTING THE REQUIREMENTS OF THE PROJECT'S BUILDING /FIRE DEPARTMENT APPROVAL AUTHORITY. 3. EXITS, EXIT LIGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND FIRE EXTINGUISHERS SHALL NOT BE CONCEALED BY ANY DECORATIVE MATERIALS. GENERAL CONTRACTOR TO MODIn EXISTING FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTION. GENERAL CONTRACTOR TO CHECK FIRE ALARM SYSTEM FOR PROPER SOUND COVERAGE THROUGHOUT FHE 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 2A10BC 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 LIGHTING SYSTEM. 6. PROVIDE END POINT FLAME SPREAD OF 200 AND RATING OF 75 FOR INTERIOR WALL AND CEILING 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 LIFE 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 LIQUIDS, FLAMMABLE GASES AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. SPRINKLER 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 DRAM iNGS ARE TO BE SUBMITTED FOR SEPARATE PERMIT. 2. THE G. C. SHALL BE RESPONSIBLE FOR FIELD SUPERVISION OF ALL HVAC WORK DURI14G INSTALLATION AND SHALL INSPECT ALL SYSTEM' FOR PROPER OPERATION AT COMPLETION OF THE 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 ANC INSTALLATION OP RELOCATION. 4. HVAC SYSTEM THROUGHOUT ENTIRE SPACE IS TO BE PROPERLY BALANCED AFTER MOVE IN. O 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 AIR 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 ALL 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 L 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 LIGHT- 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 CENTERLINE 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 LIKE. 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 8 ELECTRICAL NOTES 1, REFER TO ENGINEERING DRAWINGS FOR ALL CIRCUITING AND POWER REQUIREMENTS. THE ARCHITECTURAL DRAWINGS ARE FOR INDICATION OF TYPE, LOCATION, AND DIMENSIONS. 2. NEW, LIGHTING FIXTURES ARE TO BE PROVIDED BY THE G. C. TYP, U.O.N. 3. EXIT LIGHTS, 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 PLATE. 1 6. ELECTRICAL CONTRACTOR, SHALL RE- CIRCUIT AND RUNIRE 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 OUTLINED ON DESIGN BUILD ENGINEERING DRAWINGS. B. 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 OR AS INDICATED ON ELECTRICAL DRAWINGS. 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 CONDUFTING SHALL BE PERFORMED ON OVERTIME AS REQUIRED AND COORDINATED WITH LANDLORD FOR APPROVAL. 14. ALL CABLING RUN THROUGH RATED FLOOR ASSEMBLIES TO FLOOR BELOW SHALL BE IN EMT CONDUIT. PROVIDE SEPARATE CONDUITS FOR TELEPHONE AND COMPUTER CABLING. 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 PANEUNG, CORK, ETC.) SHALL HAVE THE FACE OF THE ROUGHING BOX SET FLUSH WITH FACE OF APPUED 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. a ,. &S I o MAf 312006 cy, of D►�rnSI4N BUILDING......_........ ---r r 2 ISSUE FOR PERMIT /PRICING 05 /19/05 1 ISSUE FOR CLIENT REVIEW 05/li6/05 Issue Description Date (1.0 Cox EaicAnoN CouowmoN 0457 r_WG_lSTZaW E;;.11 i:nnv U STMICp m IAD&T CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS - -" - DOVER PARK WEST (WILA, WA 98188 IA OR V 0 ft nq ft r Awu SEATTLE MAY 24 20 PIER 56 1201 ALASKAN WAY SU ► E 201 SEATTLE. WAa4\JGT0N 98101 206.264.9195 FAX 206-624-1525 e y "L %I OR+1100 Mo MM K%Vff& l Oft CMII%lt ft QjMft MD WrW L*G W* or w ACT. N4 Rt Sm of W t OIRI"u vu A mm now " x+01 Comm IF " Naga. dos -��s GENERAL 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 FIRE 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 TES" 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 A`!D 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 CEILING 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 INSTALLATION. �, AN -3 y ..�.. _ ._ _ _ �t ��.�. _.� ...� ._� .- .a�.fr... . ,.� -._. ..�- .r.. �._ ... _ .� . ..� . �Y.. �... �. �..Y -� - r.�r.1♦ ./�.. -' - • _ � � - .mow- .�..�� -.y ♦ � ...� � .ii.M ..�WN.•M�M.. -� • s(. - �.#MY..Jr.� � � - � ��� .�.....� -�. .. �. � . .. 1 C ".. ` W.... Y, :.. / w.. .. '. :..."R ; � rii ..b'J � 146.nIii _ a � ` Y - �� � �y��� � � •.� ACCESSIBILITY NOTES ENTRANCES & EXITS 1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES . 2. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR PERSONS WITH DISABILITIES. 3. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS *I_ H 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 ABILITY 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 13OLTS 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 ABILITY 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 UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. 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 POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. 12. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. 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 POSITION. 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 EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48" OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. 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 CONDITION. 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 CONDITION. 18. RECESSED DOORMATr' 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 SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED 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 THAN 10 SHALL NOT BE LESS THAN 36" IN WIDTH. 3. CORRIDORS WHICH ARE LOCATED ON AN 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 SHALL BE LESS THAN 36" IN CLEAR WIDTH. ACCESSIBILITY NOTES CONTINUED... 5. FLOORS & LEVELS: A. IN 9UILDINGS AND FACILITIES, 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. CF-ANGES IN LEVEL UP TO x" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. D. CHANGES IN LEVEL BETWEEN %" AND %" SHALL BE ACCOMPLISHED 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 FILE, OR LEVEL CUT /UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE % ". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIR= 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. ' r 3. THE SWEEP OF A DOOR CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION 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 ABILITY 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 PARTITION NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4" OF ADJOINING PARTITION. 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 PARTITIONS 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 60X CONSTRUCTION AND HAVE LIPS 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 LINKS AT LEVERS. 2. KEYING OF CYLINDER 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 WRITING. 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 CYLINDERS 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 FOUR PAIR HINGES PER LEAF, U.O.N. FURNISH HINGES WITH STAINLESS STEEL PINS AND CONCEALED BEARINGS. SIZE LISTED 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 LIGHT SEAL OCCURS. 7. SCREWS: ALL EXPOSED SCREWS SHALL BE PHILIPS HEAD. HARDWARE LOCATIONS FOR INSTALLATION HINGES: BOTTOM HINGE = 1C* FROM DOOR BOTTOM TO BOTTOM OF HINGE. TOP HINGE = 5" FROM TOP OF DOOR TO TOP OF HINGE. CENTER HINGE = CENTER BETWEEN TOP AND BOTTOM HINGE EXTRA HINGE = 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 ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. SET UNITS LEVEL, PLUMB AND TRUE TO LAVE 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 1HE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY 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 PAPERED 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, PARTITIONS OR GYPSUM 130ARD 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 APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. 1 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 APPLICATION. 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 APPLICATION OF WALL COVERINGS AND CARPET SPECIFIED. 12. PRIOR TO SITE APPLICATION, PROVIDE ARCHITECT WITH 8" X 10" SAMPLE CUTTINGS FROM ACTUAL DYE LOTS OF ALL SPECIFIED WALL COVERINGS FOR ARCHITECT'S APPROVAL AND PROVIDE EXPECTED DELIVERY DATE TO JOB SITE. 13. THE G. C. SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. ALL 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. r 15. PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEILING 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 DIVIDED 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 CEILINGS SHALL BE PROPERLY PREPARED, SPACKLED, SANDED, ETC. TO PROVIDE A SMOOTH FINISH AND SURFACE. 22. REMOVE EXISTING WALL COVERING AS REQUIRED TO PREPARE WALLS. ALL HARDWARE ANT` DEVICE COVERS SHALL BE REMOVED PRIOR TO PAINTING AND SHALL BE REINSTALLED AFTER COMPLETION OF WORK. 23. ALI. WALL AND COLUMN SURFACES SHALL BE SANDED, FINISHED AND PAINTED AS SPECIFIED. 24. THE G. C. SHALL, UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON SURFACES, INCLUDING LIGHT FIXTURES, DIFFUSERS AND REGISTERS, SPRINKLER FITTINGS, 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 IA. 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 PARTITIONS SHALL BE SANDED OR CHIPPED AWAY AND SURFACES PLASTER PATCHED OR SPECKLED TO INSURE A PERFECTLY EVEN SURFACE. A SHALL APPROVE PRIOR TO THE APPLICATION OF FINISH PAINT COAT. I CEILI 1. THE G. C. SHALL NOTIFY IA OF ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH INSTALLATION. 2. FASCIAS OR ANY BREAK IN THE CEILING 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 A. 3. CEILINGS 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 CEILING 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 CONTRA "OTOR PRIOR TO COMPLETION OF CEILING WORK. 6. THE G. C. SHALL PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS AND OTHER INS[ ?TED ITEMS. 7. IN GENERAL, WITHIN EACH AREA, THE CEILING WORK REQUIREMENTS SHALL BE EXECUTED IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS AND ALIGNING CEILING. THE FINAL CEILING INSTALLATION SHALL BE FREE OF ALL VISUAL DEFECTS. 8. ALL CEILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 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 CEILING. 10. MINIMUM FLAME SPREAD RATING: CLASS I. Cox EoucAnm CcRrovAnoh W7 �I�G!sr�aEO � ' i�w�di{MI t��t�lliwm IAD &T CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 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 CONDITIONS AT JOBSITE AND SHALL BE RESPONSIBLE FOR SAME. r 3. IT SHALL BE THE G. C.'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED INCLUDING SUCH MATTERS AS UNLOADING FACILITIES, LOCATIONS AND SIZES OF ELEVATORS, HOURS OF AVAILABILITY, EQUIPMENT OR FACILITIES NEEDED PRELIMINARY TO AND DURING THE WORK, AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. 4. THE 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 ADDITIONAL COST TO TENANT. TENANT WILL GIVE NOTICE OF SUCH OBSERVED DEFECTS WITH REASONABLE PROMPTNESS. 6. ALL CABINETWORK SHALL COMPLY WITH "CUSTOM GRADE" REQUIREMENTS SPECIFIED IN "ARCHITECTURAL WOODWORK INSTITUTE QUALITY STANDARDS AND GUIDE SPECIFICATIONS" AS PREPARED BY THE ARCHITECTURAL WOODWORK INSTITUTE, DATED CURRENT EDITION. 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 C PLACE. G.C. TO LEVEL FLOOR UNDER FILES ;N ALL AREAS WHERE FILES ARE GANGED OR INSTALLED BELOW FIXED CABINETRY. (PLASTIC LAMINATE SHIMMED AS REQUIRED AT FILE CABINET AREA). 9. ALL WOOD TRIM SHALL BE FIRE PROOF PREMIUM GRADE "B" OR BETTER, SUITABLE F OR STAINING, AND SHALL BE INSTALLED IN ACCORDANCE WITH AWI SPECIFICATIONS. STAIN 9L SAMPLE TO BE APPROVED BY IA. - 10. ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. 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 LIMITED TO) ALL DOOR PULLS, CONCEALED HINGES, MAGNETIC CATCHES AND FELT SILENCERS, DRAWER GLIDES 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 COUNTER WORK SHALL NOT EXCEED 3' -0" WITHOUT ADDITIONAL SUPPORTS AND /OR BLOCKING. ALL END CONDITIONS SHALL BE PROPERLY BLOCKED AND OR SUPPORTED. 16. ALL PARTITIONS SUPPORTING BUILT -IN MILLWORK SHELVING AND OR CABINET WORK SHALL HAVE STUD SPACING OF 12" O.C. INSTEAD OF 24" O.C. (TYPICAL). 17. ALL 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. COMPLIANCE WITH ALL OTHER REQUIREMENTS IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT: A. SOLID WOOD EXPOSED AND SEMI - EXPOSED SURFACE OF CASE WORK AND THE FOLLOWING SAMPLES: MILLWORK; SUBMIT 3 FINISHED SAMPLES 11 "X 8 1 /2' OF SPECIFIED SPECIES AND CUT. B. WOOD VENEER FOR EXPOSED AND SEMI - EXPOSED SURFACES OF CASEWORK AND MILLWORK; SUBMIT 3 FINISHED SAMPLES 11 "X B-1/2 OF SPECIFIED SPECIES AND CUT. ALL VENEER STAINS SHALL HAVE UNIFORM COLOR AND SHALL MATCH IA CONTROL SAMPLE. ,. it ' 1 t t } -VMWED FOR E CON K14NCE ►psK1uto MAY 312005 tr Of Tukwm LNG DIVISm 2 ISSUE FOR PERMS T/ PRICING 05/19/05 1 ISSUE FOR CUENT REVIEW 05/ - 6/05 Issue Description Date 1 111A crt'�n,�cwn.A �FATTLE ftRwc PER 56 1201 ALASKAN WAY. SUTE 201 SEATTLE. WAS14 GTON 98101 206.264.9195 FAX 206.624.1525 92M k: DRAW= No wry wVW HM oasnW st awry w wwraso vM OF n[ Mqw. An 1w sss sA ■or t afuum um a Dow= amrt " Sol COM OF Of MMW Dhown Ac" a" Mc" ow w Aaono li Job ll ob 215WW sc& GENERAL NOTES be, AN -4 .r..+�•...:...+r.wrr -. . _: i3' �-. J_ r. �i .I.�...+- .i.�.'.w::t�i'- �1:�i7f �1ut�.�.a,st,� '�..rra�w.,, ,,rrte�-� r • ern �� 1 ,•� „a`7StL �p!� ,. w+•i.� �.b."It.�Yr�L�i►s. �- - - i'ri-!- i"w..�+ '�. .. * y 44 4 • I 44 41 9 OE rD. 11 '7 CL�SROO�1�� ' 205 ' KIIA t PARTITION ANNOTATIONS -c N FULL IEIGHY SIDEUGHT (TEMPERED) NEW CONSTRUCTION PARTIAL HEIGHT WWW (TEMPERED •/ SU) DOOR TAG, REFER TO DOOR SQFAU A -8.1 FOR MORE OETAIID I FOIIIATMN amw_ COW CONSRIC71O01 TO REMAIN DESIpNATEO AREAS ARE N.I.C. PARTITION LEGEND EXISTING PAR7170 TO REMAIN NEW C mw FEw PARTITION W/ 1 LAim W TYPE - G.M.B. EACH Sri ON 3 1 /2' METAL SM • 24' O -Q W/ AM= 900 BATT INSIDE PARTITION AND ABOVE CEILING 70 1-0 EACH DIRECTION. BRACE TO S>AURCTURE PER CM NEW PA"TKoN TYPE (IM SIM ARN.0) NEW COW HED(T PARTITION WITN I LA TER 5/l' TYPE -X G.W.A. EACH SE ON 3 11Y 25GA MTL SAROS 0 24' OC, MACE TO $IMAM PER CODE. SHEET NOTES PROVIDE MARKERBOARD: POLMSOI P3 CERAMICSTEEL StWiFACE, fhC1NG SHEET 24 GAUGE BOARD, TRIM KIT 41 CWT RMI, COLOR WHITE. SIZE TO BE 12' LONG X S' NIGH, WN.O. CENTER FROM SIM TO ME ON WALL. IIAN. M"T 8OTTOM OF BOARD AT 3 A.F.F. PROVIDE 1/4" TNICcc HOMASOTE TACKBOARD OWN BACKERBOARD, S NRM v 4' WIDE: T" ARJM ALUMINUM ANGLE ALL MGM- MITER CORNERS, PAINT ALL SIDES OF HQAASOTE TO MATCH ADJACENT WALL O JW. INSTALL PTHOIIT 1FE I/SE OF EXPOSED FASTENERS. INSTALL BOTTOM OF BOARD AT S-Or A.F.F. RELOCATED RED FK E X T1NG111M CABINET. SEE DETAIL OIA -e.7 O WINDOW ELEVATION. REFER To 1/A -8.1 (N) C.aEst EoucAnoh CWauraN $457 PE018TERRED AP$eoT i smu4rwANMTN IAD &T CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 2 ISSUE FOR PERMIT /PRICING 05 /19/05 1 ISSUE FOR CLIENT REVIEW 05/16/05 Issue Description Dote &rY OF SEATTLE PIER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE WAa4\6TON 98101 206.264.9195 FAX 206.624.1525 •?w N" • ' An= = No was wmm ncrtott mw%w wq ate No uttt mas no OF ft WNW. AD M salt MY W t OIL "Im. um A tmm tttttt✓ol W was r o w Q w ttttti"ltE l Dr M AC" atldt, lk r ate,. Agwowa J* Na 2=.QQ so* W -T-a BUILDING 7 SECOND FLOOR PARTITION PLAN 2 . Y cc �; l OF __ w- 0'' rrnex�i IF I ' 900 36 CLASROOM E 3 210A �...J CORRIDOR 202 j 11JDENT LOUNGE wmm. moo O op DN /,� SE,M� LAB X �T CORRIOOR low 5 - 0 ' } * S4 t %c. �, 2108 ...• 2 2 4 I /,rim - • I ®r- 2 G> II COMPUTER 3 LAB 212 It In' I 2 _ N 1 LECTURE w r CLASSROOM 211 � � ++ AREA OF WORK I BUILDING 7 SECOND FLOOR PARTITION PLAN SCALE: 1/8 " -1' -0' GENERAL NOTES 3 2 ° 1. PAR1170S ARE TYPE 'A1" U.O.N. � an � 2. PARTITION DIMENSIONED TO FINISH FACE U.O.N. nlj�G 3. WHERE NEW FURRED PARTITIONS EXCEED MAXIMUM HEIGHT OF EXISTING WALL BEING FURRED, BRACE TO ADJA INT S TRUCTURE, PER CODE. 4. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDRIG BUT NOT LIMITED TO GRAB BARS, SHELVNG, OVERHEAD CABINETS SMAGE, TOILET ROOMS ACCESSORIES, ETC, 5. FOR NON -RATED PARTITIONS, SEE MAIL SHEET A -8.0 FOR EXTENT OF FRAMING AND FINISHES. S. REFER TO DETAIL SHEET A -8.1 FOR FRAMING REQUIREMENTS AROUND OW OPENINGS. --- -- -..�....r.... _— .... -..... ...� _ .�.-. - " -. ... -.+w.. ..rr.+...._.,.�_._�_ .. .._...�. -._ �.. �. :.:rir..�.�.A..kL�....i_ ""'.r'- --_ r." �" _.�. --�_.`.... ".1�:.. ' a.. R.. �N,: ^i:r�tr.'Y�►r,.wrs.^s- .w.a::''� a�.." �:» ._.... J�ruM..ifir.b.�. �ii1G..�firri" `` .�.a.��...: L ����) f� i 2 ISSUE FOR PERMIT /PRICING 05 /19/05 1 ISSUE FOR CLIENT REVIEW 05/16/05 Issue Description Dote &rY OF SEATTLE PIER 56 1201 ALASKAN WAY. SUITE 201 SEATTLE WAa4\6TON 98101 206.264.9195 FAX 206.624.1525 •?w N" • ' An= = No was wmm ncrtott mw%w wq ate No uttt mas no OF ft WNW. AD M salt MY W t OIL "Im. um A tmm tttttt✓ol W was r o w Q w ttttti"ltE l Dr M AC" atldt, lk r ate,. Agwowa J* Na 2=.QQ so* W -T-a BUILDING 7 SECOND FLOOR PARTITION PLAN 2 . Y cc �; l OF __ w- 0'' rrnex�i IF I ' 900 36 CLASROOM E 3 210A �...J CORRIDOR 202 j 11JDENT LOUNGE wmm. moo O op DN /,� SE,M� LAB X �T CORRIOOR low 5 - 0 ' } * S4 t %c. �, 2108 ...• 2 2 4 I /,rim - • I ®r- 2 G> II COMPUTER 3 LAB 212 It In' I 2 _ N 1 LECTURE w r CLASSROOM 211 � � ++ AREA OF WORK I BUILDING 7 SECOND FLOOR PARTITION PLAN SCALE: 1/8 " -1' -0' GENERAL NOTES 3 2 ° 1. PAR1170S ARE TYPE 'A1" U.O.N. � an � 2. PARTITION DIMENSIONED TO FINISH FACE U.O.N. nlj�G 3. WHERE NEW FURRED PARTITIONS EXCEED MAXIMUM HEIGHT OF EXISTING WALL BEING FURRED, BRACE TO ADJA INT S TRUCTURE, PER CODE. 4. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDRIG BUT NOT LIMITED TO GRAB BARS, SHELVNG, OVERHEAD CABINETS SMAGE, TOILET ROOMS ACCESSORIES, ETC, 5. FOR NON -RATED PARTITIONS, SEE MAIL SHEET A -8.0 FOR EXTENT OF FRAMING AND FINISHES. S. REFER TO DETAIL SHEET A -8.1 FOR FRAMING REQUIREMENTS AROUND OW OPENINGS. --- -- -..�....r.... _— .... -..... ...� _ .�.-. - " -. ... -.+w.. ..rr.+...._.,.�_._�_ .. .._...�. -._ �.. �. :.:rir..�.�.A..kL�....i_ ""'.r'- --_ r." �" _.�. --�_.`.... ".1�:.. ' a.. R.. �N,: ^i:r�tr.'Y�►r,.wrs.^s- .w.a::''� a�.." �:» ._.... J�ruM..ifir.b.�. �ii1G..�firri" `` .�.a.��...: L ����) T ►A��. �i /SG �'�.�5e1'�A.ti.tA �1�j. ii.'6'. .+ -' 1' i' �. __ _ — -- w -- �-.— _.. —� -_ -- ----- --- -- •.�..w.� -.. —.. �... ---- - - ..�... _�. .. . -rr... •- ..�...... —..�- - - - tea" � . ..wr.. .wi.+i. -M i�..�'M�R�►wraiilM7riMr -- -- --- .�ti.. .�...�_ ..�. _. ._ _.__ .�..���. - -" - -- _•-... -- � —_-- -- '-- i+.�-- .�- ._��..�. -- - _ - ' �.+_rrs ir�r:'w: •,S.ry4 *rte �k.�. -�+.». lei. - �.:c�i �i,Y� ,Yy„�,�4,;�J►r.�.� v RCP ANNOTATIONS M.49• HEIGHTS ARE TO BOTTOM OF FIXTURE AND ARE A.F.F. (THIS NOTATION AQPLES TO WAR..- MOl)017ED A PENDANT FDf1URES OKLY) L� c MMf -FNl INDICAIES FIX1tIRE ON EMERGENCY BACK-UP CIRCUIT/ BATTERY -PAcK (As oEj5wN0 BY 8MBW STOP r ■' •� �• Va MG GWB COM TO REMAIN. .: LEN GOO CELNG. • y. ® COM W LABELS CE J CD it /.% i ■ /aW,4 V Ad 36aY"T M Uff �LASSROOM 72 E DESIGNATED AREAS ARE N.I.C. %I // r /' /./,I.I / ill % ■1/J � W'A FAA 9 P1 IN 2W VA 6 PAN W1 V. i CA f1d OA 1A I ..._._.._..,.,..A_. .�! W4384 is PA Ii FA / / %% /././ /I % 6859MMAGG I 0,A WA4 '' %r/./. I � 9W.. NA /,%11 � .'./� 2 / ► ,` �, N>/. / / / ■/ /. /. /. /� _� i/ E % �� ,., /. /�i►ll . %�, /. // %+fit %� 1100. M �WWWWWAIVA _ IWW .I II/I a 6;� loor / CMF01 EOLCAIIEN COXIORA110A j X////, �E .. 8 ASSITA VE r t► 10 rd VA FA Old FAA 6 9. EPA FA 02 59'r, � / //1�iI , �./� % /C'' /// all 11MMANG� RNM /■■. SWAP 5 Ar VA WWAMAJ ONVA " PAN. ;P 1$611 ? =Ni5600,dr. as Balsams • r 01 110100 INFAF ter. ar itilr�l.��t/ ' ■ ■ ■li _ PA OAF a goo, II - -- �� ■ ■r.. it ■■■■■■►■ s, ME :�: ■ ■ ■■ ■■ !■ NEW ■ ■ ■ �� New ■■ ■ _. a; � �`i ■ �� ■ ■ ■ ■ • :� : a ■■■ WE ■■■■ ■■iR MONOMERS■ I " ■■ ■ ■ i noncom 2 ■ ■ �.. ■ ■ ■■r/■ ■■■ ■■■■■■RM a !■■ on ■ 1 ■■■■■■■ ■■■ ■■■■■■ ■t■■ ■� ■ ■ ■ ■ ■! ■ ■ ■ ■ ■■ I ■ ■�■ ■ ! ■mai ■ ■ ■ iii �i■ ' MIA ii - - -- - - s• RC P LIGHTING LEGEND REFER TO ENGINEERING DRAWINGS FOR COMPLEX SPECIFICATIOWS. COUNTS FOR UGMTING BUDGET ONLY - SUPPLIER RESPONSI9LE FOR ACTUAL QUANTITY VERIFICATION. SYMBOL DESCRIPTION / MANUFACTURER ®� CEII.JNG MOUNTED CIE SIDED EXIT S10N CMW MOUNTED TWO SIDED EXT 30 © UTIIONIA 2PM4 G $232- 18- LS-277 O NZ E1�1CIIi EERED UB"M PRODUCTS - AKTC SERIES 132 T- SWW- AKTB -CC W/ STANDARD WHII FINISH t STANDARD DIFFUSE- SILVER RE UNIR N•3 L wrw 1YTMAN' TRACK -LWING SYSTEM - 8416WH, r/ SOW PAR16 LAMP 0 L OLRDING STANDARD RECESSED FLUMSCE NT CAN FIXTURE CMK MOUNTED PROJECTOR CE>W MOUNTED PROJECTION SOD ANGLE POLE SOTCH WWWAY SOTCH GENERAL NOTES um s , I. REMOVE ALL EXISTING LIGHT RXiURES. U.O.N. STORE FOR REUSE BY BUILDING OWNER. 2 PROVIDE ALL NEW LIGHTING FIXTURES PER PLAN AND EDULE e-4 . �Z 3. CEIUNG IS 8' -10' AFF (V't.f.) U.O.N. _ 4. EXISTING ACT & GRID TO REMAIN EXCEPT WHERE HVAC WORK REQUIRES DETNOUTION OF THE GRO TO ACCESS P1E1 N ABOVE, AND/W U.O.N. PATCH/ REPAIR AT CLOSEST SPUNE CONNECTION, WHERE iNDICATED ON PLANS. S. REPAIR, PATCH SOFFITS WHERE DEMOLITION OOCURED. 6. L16HT FIXTURES TO BE CENTERED IN CEILING TILE TYP, U.O.N. 7. EXISTING DOT SOS ARE NOT NECESSARILY ILI ISTRATED. REUSE EXISTING WHERE POSW IMO DATE AS LLNWATED ON PLAN. S. REFER TO ENGINEERING DRAWINGS FOR ETNERGYAMTING CALCIN/ITKNIS. t�os- I l ws SHEET NOTES Q PROMDE NEW OR RELOCATED TRACK, SPOTS, A ACCES9MS AT TINS IOCAM. ( ROW PROJECTION SOEE AT THIS LOCATION. W7 ASOISTZKO ` �-- T A1111rOF MgA�M!(iTOg - 1AD&T CAREER EDUCATION CORP. SOUTHCENTER BUILDINGS 655 ANDOVER PARK WEST TUKWILA, WA 98188 r i 1"63 Ohsssiisiatiesi emerge.cy pa mr. The power supply for means of egress illumination shall normally be provided by the premises electrical supply. In the event of power supply failure. and emergency electrical system chall automatically illuminate the following areas: Exit access corridors, passageways and aisles in rooms and spaces which require two or more means of egress... in buildings required to have two or more exits. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries unit equipment or an on -site generator. 1IT>e installation of the emergency power system shall be in accordance with Section 2702. 11006.4 Emergency lighting shall be arranged that Illumination shall be an average I -foot candle. N= 2 ISSUE FOR PERMIT /PRICING 05/19/05 1 ISSUE FOR CUENT REVIEW 05/16/05 Issue a Description Date SEATTLE ' MAY 2 0 = 1pEFiMII.T CIFNTIm PER 56 1201 ALASKAN WAY. SLATE 201 SEATTLE. WkSFMTON 98101 206.264.9195 FAX 206.624.1525 $MNra .� :rww,s ao rind WV^ HIM ms"M " 4111101w M uw,euM soar a 1NE IM OV. me TINE sW ON W t D M1;A vm A aeaaem "TNT •t wpm • • BUILDING 7 SECOND FLOOR ..RE CLNG PLAN. _ -360 - -! �- -� -�. -- - -- -�--.. �. — -. ._. -_. _ _..-. '�_ __..� -. _.. _.- .... --- -- - -- -- _---"_ _. .- �.._._ _ _ -- - - --+- �- -... _. �,.... .�... ._ .- r._..- ..►�..�..- �.......�I... - -- .r.#�._ - .......r w- - - - - ...�- .......r.— ._.s —_. .. ..I� -.. .1.. ..-•--.. ......«. .:...- ::r.i: ' n..: ...�:.a:f�. " _ ~ , `. i `...:: ._. .. " :.�:: 1 1['. ' . V " ' .+li'.1'S1:+! '�'.�: ::�::.'s•�rL. .•Ifi: r I 0 1p r 0 ..._ ... _.. _..r���.. ._.- ._ .._�.. .�.. un... . -+.._. «.. ... .... . .,..- .,.,�„��+�r►_.,iwr..r,,,� - -+ +��. i..�:�. .� .rc- r�- ...�. -w,► -. ..-. �. ... .. +�..w..,...� _ ♦ ...h w�. w w+L3.. w...'.y ..:. �'» .ac.i¢a�.� dit- =-. � .� A HARDWARE SCHEDULE DOOR SCHEDULE rT LOCATIONS SCRIPTION / SPECIFICATIONS _ DOOR (BOOR F RAME HDW NUMBER ROOM NAME W IDTH H t T I N E TYP MATERIAL FINISH TYPE MATERIAL RATING JET NOTES HW 1 SECURED ACCESS 4 PAIR BUTT- H - somm 1 EACH ELECTRIC STRIKE 10A SEWING LAB 3' -0 8'-04 1 -3 4 C - SCW PL -1 H WD 1 1001000 1 EACH CARD READER 2108 SEWING LAB 3' -0" 8' - a 1_ 3Z4" C SCW PL -1 A WD 1 1 EACH WALL STOP - 211 LECTURE CLASSROOM 3 - p" 8' --a 1 -3/4" C SCW PL -1 A W D -- 1 Cam ED XATM C ORPORATION 3 EACH SILENCERS 212 COMPUTER LAB 3' - p 8' —a 1 - 3/4" C SCW PL - A WD - 1 1 EACH OVERHEAD CLOSER EXIST VARIES EXIST EXIST EXIST EXIST EXIST EXIST EXIST LXIST EXIST EX IST LXIST "'ENERAL 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 ", � - ATE RED +STEAD ' TYP, U. 0. IN 4. REFER TO DETAIL 3/A-8.0 FOR HARDWARE MOUNTING HEIGHTS. r OF WAStf ORN DOOR FRAME TYPES NOTE SOLID CORE PAINT -GRADE WOOD FRAMES U .O.N. DOOR ELEVATION WINDOW ELEVATION Ado 5 r 10 j4) EO ,. 1 AD&T CAREER EDUCATION CORP. / / SOUTHCENTER BUILDINGS Ado Ado "a'"'"'• 655 ANDOVER PARK WEST TUKWILA, WA 98188 ( r , f TYPE C: 1 -3/4" SOLID CORE W000 DOOR TYPE A: w/8 x48 " 1 CLEAR TEMPERED LITE TYPE B: SOLID CORE PAINT -GRADE WOOD FRAME, 1 CLEAR TEMPERED GLASS SINGLE DOOR FRAME / 4 " ( , ** *GENERAL NOTE: AU DOOR FRAMES TO BE P6 WINDOW TYPE B SCALE. NTS y « j P FINISH & MATERIAL LEGEND FINISH PLAN — it PRODUCT LEGEND MANUFACTURER NAME- NUMBER SIZE /REPEAT FINISH ADDITIONAL NOTES FATTERN:D -5652 CARPET CARPET IN DOOR ALCOVES - DURKAN SEE PATTERN # 0107R213C 36" RUNNING X 36" W DURATION 36 BASE 210, 2111, 212 TO MATCH STRIKEOFF CORRIDOR 214 (E) CARPET RESILIENT WALL TRONG A JET BLACK 60 4 X 120 X 1/8 THK. STANDARD L BASE ARMSTRONG ► r +. - .. � cu+ 0 L�cT�� ^ �� 36 AT � .1 207 CORR �L= door 31 ,E VCT e MANNINGTON OLIVIA 0259 12X12 (1 /8"' THICK) STANDARD MAIN VCT THROUGHOUT - ARMSTRONG SOLEIL YELLOW #52 516 12X12 ( 1/8" THICK ) STANDA D ACCENT VCT TILE 0 ol 289 2 ISSUE FOR PERMIT /PRICING 05/19/05 ® ARMSTRONG JESTER RED #52517 1 ?X 12 (1 /8" THICK) STANDARD ACCENT VCT TILE : T ■ -- 5 1 44+ L i e ARMSTRONG TYRIAN PURPLE ISSUE FOR CLIENT REVIEW 05/16/05 #51944 12X 12 (1/8 THICK) STANDARD ACCENT VCT TILE r----• � � t iast.e Description Date PAINT P � � .. -. .• - e BENJAMIN MOIRE VINTAGE WINE 21 16-20 - -- SATIN ' rt - -WALLS IE BENJAMIN MOORE MTN MOSS 2142 - - -- SATIN _ - ., -- HOLLOW METAL CORRIDOR DOOR FRAMES ® BENJAMIN MOORE FRESH CLAY 2093 - 20 - -- SATIN e BENJAMIN MOORE WILMINGTON TAN HC -34 - -- SATIN _ .... -... _ .. a . _.. -. • -- _ z _ . - - _ 4 . _ ♦ r -.■ - ® BENJAMIN MOORE POWELL BUFF HC -35 - -- SATIN :...■ ■ _ fill : ■: I SEATTLE M► BENJAMIN MOORE ® E BLACK 2132 -10 ---- SEMI -GLOSS PAINT FOR ALL DOOR JAMB 115 S /yam - _ _ MAY 212 ■ - �� CEWER ELASTIC LAMINATE NEVAMAR MAIZE SHIBORI SH -2 -2T - -- STANDARD - : • PER 56 t : 1201 ALASKAN WAY. SUITE 201 COMPUTER — — 3 SEATTLE. WAHH'\IGTON 98101 LAB �. _ _ ■ FINISH H 21 _ 206.264.9195 FAX 206 .624.1525 SC EDULE • 2%4 M f. 4. 'a"m me oTR?II wvw team CMI x omm NO grusi ED FOR of N MwcT, W K va Mt w w momw m a 0� mm Rai 1NE mm NAME r �vw BASE WALLS - "On IF MST NO - -- -1 F I I I M�ITERIAL COLOR MATERIAL COLOR MATERIAL NORTH EAST SOUTH WEST Noo VINYL - - i 21 o � VCT BASE RB 1 PAINT ® ® _ _ - CLASM o� � — c i Dram AO:" 0" MG" OWW AWard (� VCT BASE R8 -1 PAINT ® ® ® - Na AWS O PIER I 21z VCT easE VINYL Re PAINT ® ED ® AREA OF WORK DOOR &HARDWARE CPT ® VINYL Re -1 PAINT B °°°R '"°°W'°'�°°�' 210 SCHEDULE AND REMAINDER 61JILI ING� 7 L SE COND FLOOR FINISH PLM FINISH SCHEDUL see Comm Ar`cat ro ROOMS � SCALE. 1/s 114 CPT In VINYL RB -1 PAINT ® 2 11,21 2 BASE v"A e IEMMMDER — - ._-.. _- _ _ -_ —. -- ....... -ter ... ..-.- ... _ _........... --.. _ _ .. ... -..- ..- .r.,.....» --...r . - - - - a...'► -- ...- ._ .- -rr... .. _ ....-rir.- -.... 1.. - .... _ .......i. �' . :4.'r- :'"'t. •.:.'"� "�'- . ' ' "..: �. f"� ;.a r - ..+.. K ` ..,r . y ' l.. �Irii+�ilr►� `. - �:.. 1lr,.r�. i . .. ✓ . .ili. iF:.- i.(,� ....