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Permit D11-388 - CONTINENTAL WESTERN - TENANT IMPROVEMENT
CONTINENTAL WESTERN 1232 ANDOVER PK W D11 -388 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049074 Address: 1232 ANDOVER PK W TUKW Suite No: Project Name: CONTINENTAL WESTERN DEVELOPMENT PERMIT Permit Number: D 11 -388 Issue Date: 12/22/2011 Permit Expires On: 06/19/2012 Owner: Name: KMBR LLC B % CASCADE CONTAI Address: 1232 ANDOVER PARK W , TUKWILA WA 98188 Contact Person: Name: CLOVER SCHULER Address: 1326 FIFTH AV, SUITE 500 , SEATTLE WA 98101 Contractor: Name: MCLEOD CONSTRUCTION LLC Address: 1115 N 140 ST , SEATTLE WA 98133 Contractor License No: MCLEOCL951DD Phone: 206 - 587 -7120 Phone: 206 - 545 -7837 Expiration Date: 03/07/2013 DESCRIPTION OF WORK: NEW TENANT - NON - STRUCTURAL INTERIOR TENANT IMPROVEMENT OF "B" OFFICE SPACE. NEW FINISHES, CASEWORK, PARTITIONS, ETC. Value of Construction: $40,000.00 Fees Collected: $1,337.95 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 011 -388 Printed: 12 -22 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: l l 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: Print Name: E. a. c (J C v ~` 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. fL- 2-( -1/ PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 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. 5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D11-388 Printed: 12 -22 -2011 7: All plumbing and gas piping work shall hespected and approved under a separate peal issued by the City of Tukwila Building Department (206- 431 - 3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 13: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: 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) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 23: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 24: 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) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder doc: IBC -7/10 D11-388 Printed: 12 -22 -2011 systems involving more than 50 heads shall e the written approval of Factory Mutual or a ire protection engineer licensed by the State of Washington and aped by the Fire Marshal prior to submittal to kwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 50). 26: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 29: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 011-388 Printed: 12 -22 -2011 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Permit No. to Project No. Date Application Accepted: 1.)---6-1 , Date Application Expires: 6 — (0--I.2_ (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 3523049074 Site Address: 1232 Andover Park West Tukwila, WA 98188 Suite Number: Floor: 1st Tenant Name: Continental Westem . PROPERTY OWNER Name: Clover Schuler - Burgess Design, Inc. Address: 1326 5th Avenue, Suite 500 Name: CWC Realty LLC Phone: (206) 587 -7120 Fax: (206) 587 -7122 Email: clovers @burgessdesign.net Address: Phone: (206) 587 -7120 Fax: (206) 587 -7122 City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Clover Schuler - Burgess Design, Inc. Address: 1326 5th Avenue, Suite 500 City: Seattle State: WA Zip: 98101 Phone: (206) 587 -7120 Fax: (206) 587 -7122 Email: clovers @burgessdesign.net GENERAL CONTRACTOR INFORMATION Company Name: T1 Q1/ 1� Architect Name: Clover Schuler - Project Mabager Address: 1326 5th Avenue, Suite 500 Qi:( Address: Zip: 98101 Phone: (206) 587 -7120 Fax: (206) 587 -7122 City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:WpplicationsWorms- Applications On Line \2011 Applications\Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh New Tenant: m Yes ❑..No ARCHITECT OF RECORD Company Name: Burgess Design, Inc. N Architect Name: Clover Schuler - Project Mabager Address: 1326 5th Avenue, Suite 500 Qi:( City: Seattle State: WA Zip: 98101 Phone: (206) 587 -7120 Fax: (206) 587 -7122 Email: clovers @burgessdesign.net ENGINEER OF RECORD Name: Financed by LL /Tenant Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Financed by LL /Tenant Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ' t COD Existing Building Valuation: $ N 1 A" Describe the scope of work (please provide detailed information): Non - structural interior tenant improvement of "B" Office space. New finishes, casework, partitions, etc. Will there be new rack storage? ❑ Yes O.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) NAft *For an Accessory dwelling, provide the following: %J 1 Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide docume ation that show that the principal owner lives in one of the dwellings as his or her primary residence. E6� 1 6 Number of Parking Stall )Tro�ide Staard: {! Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: N/A FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there b storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If' yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material S. ety No ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per 113C 1' Floor 45,060 4,200 \\1' B 2nd Floor 3rd Floor Floors ihru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) NAft *For an Accessory dwelling, provide the following: %J 1 Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide docume ation that show that the principal owner lives in one of the dwellings as his or her primary residence. E6� 1 6 Number of Parking Stall )Tro�ide Staard: {! Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: N/A FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there b storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If' yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material S. ety No ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised August 2011 bh Page 2 of 4 On • • PERMIT APPLICATION NOTES = Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF W SHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR/AXYrHORIZED AGENT: Signature: Print Name: Clover Schuler Mailing Address: 1326 5th Avenue, Suite 500 H: 1ApplicationsWorms- Applications On Line12011 Applications'Pennit Application Revised - 8 -9 -I I.docx Revised: August 2011 bh Date: `i 5-11 Day Telephone: (206) 587 -7120 Seattle WA 98101 City State Zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049074 Address: 1232 ANDOVER PK W TUKW Suite No: Applicant: CONTINENTAL WESTERN RECEIPT Permit Number: D11 -388 Status: APPROVED Applied Date: 12/06/2011 Issue Date: Receipt No.: R11 -02768 Payment Amount: $812.65 Initials: LAW Payment Date: 12/21/2011 01:55 PM User ID: 1632 Balance: $0.00 Payee: ERIC J CRUMP TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 05540D ACCOUNT ITEM LIST: Description 812.65 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 808.15 640.237.114 4.50 Total: $812.65 doc: Receipt -06 Printed: 12 -21 -2011 • • �J���i�A wq� City of Tukwila C a - o 190E Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049074 Address: 1232 ANDOVER PK W TUKW Suite No: Applicant: CONTINENTAL WESTERN RECEIPT Permit Number: D11 -388 Status: PENDING Applied Date: 12/06/2011 Issue Date: Receipt No.: R11 -02648 Payment Amount: $525.30 Initials: WER Payment Date: 12/06/2011 04:21 PM User ID: 1655 Balance: $812.65 Payee: BURGESS DESIGN INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 011069 525.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 525.30 Total: $525.30 doc: Receiot -06 Printed: 12 -07 -2011 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit .D) t -3eU PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • Project: . Type of Inspection: Address: I2 3Z VAN toJ P Imo- Lo., Date Called: Special Instructions: CA 1I A tic A►7 Date Wanted:. l— 1 5 -1? a.m. p:iff Requester: Phone No: C�± /0S ii �.r�o'+3-"ICi - /0Si I YLApproved per applicable codes. D Corrections required prior to approval. 7 COMMENTS: n EIN PECTION FEE REQUI ED. Prior $o next inspection, fee must be p idlat 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit • Y PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 1. Project: Qc ij ref i,9C 1- ✓A.,3— PP A% Type of Inspection: F AJA-( .3 ✓ : 1 i, i 6 Address: r Z.-32— AAMODUI uil Date Called: Special Instructions: ?'` r -; re (_ ,', Date Wanted Z.- ` (4 _ i a_ a.m. - -:. Requester: Phone No: EJApproved per applicable codes. Corrections required prior to approval. COMMENTS: ,c 3i. A. Cr) i tt k wA\ C- — N t1 aw r Date: .2 ".t --- �Z-- SPECTION FEE REQUIRED. Prior to next inspection. fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. - - - INSPECTION RECORD Retain a copy with permit D t (- 3 8 e INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (Z (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 0CINYTIrt)oirk4, k -i Piv Type of Inspection: `"'N41L_ Address: 12.32 ra ^1 d,lz Prz w Date Called: Special Instructions: Date Wanted: . Z -`3 -i7 a.r . m. Requester: 4OA 1iL) Phone No: 206- q37 -q? - 5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �V rPrIM-4-4 J01- AOA'∎L4RAE --- (esekocl.u(D dhispe,, °r: I Date: El SPECTION FEE REP UIRED. Prio to next inspection, fee must be pai at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. let • INSPECTION RECORD Retain a copy with permit . INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300-Southcenter Blvd.., #100, Tukwila. WA 98188 12, (206) 431 -3670 ' Permit inspection Request Line (206) 431 -2451 311 Pr ject: � ".. •.1 eA M ( W ell Type o�nspection: ' /AAA , / 6, Address: ut/ Date Called: U 4 e___ ■ 6rz___ Special Instructions: ' pAyri)Tio-■ • • t.J41(J. Date Wanted: I — Z - p.m. Requester: Phone No: 1, 6! Ac..e Ac.. )O ilvticivti • UjApproved per applicable codes. DCorrections required prior to approval. COMMENTS: / iln- AA .r0 J 4) , 1, ��'t U 4 e___ ■ 6rz___ 1 i .' jr Su L� ea"- m ��o cI ,J ei 1, 6! Ac..e Ac.. )O ilvticivti s.rr. h . I Inspector: • 1Date:,2, �' REINSPECTION FEE. REQUIRED. 'Prior to next inspection.fee must be paid at 6300`Southcenter Blvd., Suite 100. Call to schedule reinspection. . ,l . rdr+dd...... ... a` M....a, 7 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Project: 06,tAi i\i-erik-i-A • L— . t-' Ler NI Tye of In ion: A-e.....k ) f 4 7 ( =m.o., Ma ••• • 0 V • • 'I* I' . c--- / + ' i , ...., Address: i Suite #: ipv t„ti Contact Person: E g t 4,-,,_ , Special Instructions: (-) Phone No.: i , el Vi' is' i 1 14 riApproved per applicable codes. Corrections required prior to approval. • COMMENTS: Sprinklers: Fire Alarm: _ Hood & DUct: Monitor: JA A 11A e_ r,,, •Pre-Fire: • .. Permits: Occupancy Type: l-'‘ >F., A.) AL - 0 '' (-) l cfC ,"17.- t'l i , el Vi' is' i 1 14 i e c,..--) or (--- - Fir. - Needs Shift Inspection: Sprinklers: Fire Alarm: _ Hood & DUct: Monitor: JA A 11A e_ r,,, •Pre-Fire: • .. Permits: Occupancy Type: Inspector: 5- ,-- Date: 2 , 1,- , / z_ Hrs.: fl •$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: 1 State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bl1- 3 J )Z. 5 - oC+ y i Z - s - 275 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: c. v el t a' 4 e• ,+4a 1 w Gs re' >I Type of Inspection: set. ,i/LIe t.. CGvCoe 71-11i0)'".." Address: /2 3 Z Suite #: 14‘ PO Contact Person: A1 e... �. Special Instructions: CD Si-e4,f T,;Gle_ L:vo isr Phone No.: ' 053 -Zaz -- 72/& ►� Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: � ) (y Fire Alarm: Hood & Duct: / CD Si-e4,f T,;Gle_ L:vo isr Z,© t✓i®i T,'"rnr /3:1) __ 951 2.1 U 0 P /44.5 co") s.,I,4- Yes ) Perva» , J- 4n S, h/ `f S it Needs Shift Inspection: Sprinklers: � ) (y Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fr 53 Date: 2. 1 � ) (y Hrs.: i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address s Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • E I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -388 DATE: 12 -06 -11 PROJECT NAME: CONTINENTAL WESTERN SITE ADDRESS: 1232 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued uD,E_PARTME TS: r �G I f •�I uilding Division �� J ire Prevention Rut. s L� Structural 14A P-'011)1\ Planning Division my ❑ Permit Coordinator j DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -08 -11 Complete 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 ROUTING: Please Route [K1 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 01 -05 -12 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople P ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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. Business and Licensing Information Name MCLEOD CONSTRUCTION LLC UBI No. 602474102 Phone 2065457837 Status Active Address 1115 N 140Th St License No. MCLEOCL951DD Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/7/2005 State WA Expiration Date 3/8/2013 Zip 98133 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status GOODMC'00601 GOODMANSEN CONSTRUCTION Construction Contractor General Unused 9/21/2000 9/7/2002 Archived Business Owner Information Name Role Effective Date Expiration Date GOODMANSEN, CRAIG D Partner /Member 03/04/2005 Amount GOODMANSEN, ANDREA S Partner /Member 03/04/2005 FMWA002611 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY E INDEM CO 545759C 03/07/2005 Until Cancelled $12,000.00 03/07/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 6 First Mercury Ins Co FMWA002611 10/24/2011 10/24/2012 $1,000,000.00 10/24/2011 5 First Mercury Ins Co FMWA0008471 10/24/2010 10/24/2012 $1,000,000.00 10/17/2011 4 FIRST MERCURY INS CO FMWA000847 10/24/2009 10/24/2010 $1,000,000.00 10/23/2009 3 FIRST MERCURY INS CO FMCA000160 10/24/2007 10/24/2009 $1,000,000.00 10/21/2008 2 FIRST SPECIALTY INS CORP FGL22900633760003/07/2006 03/07/2008 $1,000,000.0003 /06/2007 1 GEMINI INS CO VCG010473 03/07/2005 03/07/2006 51,000,000.0003 /07/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 12/22/2011 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT IONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. CONFLICTS OR QUESTIONS 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW.. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE MTL - METAL AV -AUDIO VISUAL N/A -NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT - BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER CL - CENTER LINE OFF - OFFICE CLG - CEILING OPNG - OPENING CLR - CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC - CONCRETE PART - PARTITION CONF - CONFERENCE PERF - PERFORATED DEMO - DEMOLITION PERIM - PERIMETER DEPT - DEPARTMENT PERP - PERPENDICULAR DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL RA - RETURN AIR DW - DISHWASHER RCP - REFLECTED CEILING PLAN DWG - DRAWING REC - RECESSED EA - EACH REF - REFERENCE EL - ELEVEV ELEVATOR ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE EQ -EQUAL REV - REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM EXT - EXTERIOR RO -ROUGH OPENING FA - FIRE ALARM RTD - RATED FD - FLOOR DRAIN SCHED - SCHEDULE FE -FIRE EXTINGUISHER SF - SQUARE FEET /FOOT FEC -FIRE EXTINGUISHER CABINET SHT - SHEET FFE - FINISH FLOOR ELEVATION SIM - SIMILAR FIN - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR - FLOOR SPKR - SPEAKER FOL - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR FURR - FURRING STRL - STRUCTURAL GA - GAUGE STRUC - STRUCTURAL GC - GENERAL CONTRACTOR SYMM - SYMMETRICAL TBD - TO BE DETERMINED GL - GLASS GWB - GYPSUM WALLBOARD TEL - TELEPHONE OR TELECOM TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR Typ - TYPICAL INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY, INSUL - INSULATION VCT -VINYL COMPOSITION TILE LAV - LAVATORY LF - LINEAR FOOT VIF - VERIFY IN FIELD MATL - MATERIAL W/ - WITH MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD -WOOD W/0 - WITHOUT 1. PROJECT ADDRESS: CONTINENTAL WESTERN ANDOVER WEST BUILDING 1232 ANDOVER PARK WEST TUKWILA, WA 98188 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2009 6 REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2009 ICC/ANSI /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VB FIRE RESISTIVE SYSTEM: SPRINKLERED NON QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' OFFICE (IN AREA OF WORK) 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: N/A 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: ± 2,654 SF TENANT: GENERAL CONTRACTOR: Continental Western TBD Tel: 510.352.3133 ATTN: RICK O'SHAY PLUMBING ENGINEER: TBD - Bidder Design Build by G.C. ARCHITECT /DESIGNER: Burgess Design, Inc. MECHANICAL ENGINEER: a - 5th Avenue, Suite 500 Design by TBD - Bidder Desi n Build b G.C. Seattle, Washington 981101 01 Tel: 206.. 7120 ELECTRICAL ENGINEER: 587 Fax: 206.587.7122 TBD - Bidder Design Build by G.C. ATTN: CLOVER SCHULER FIRE /LIFE SAFETY ENGINEER: TBD - Bidder Design Build by G.C. PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. TOTAL APPROXIMATE FLOOR AREA: ± 45,000 SF OCCUPANT LOAD FACTOR: 100 /SQUARE FEET (IN AREA OF WORK -500 FOR STORAGE) NUMBER OF TOTAL PROPOSED OCCUPANTS: 28 LEGAL DESCRIPTION / PARCEL NO. NUMBER OF EXITS REQUIRED: 1 NUMBER OF EXITS PROVIDED: 1 MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 75' SPRINKLERED NON Q.R. HEADS 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT ON 1ST FLOOR. NEW PARTITIONS, FINISHES, CASEWORK, ETC. PROJECT IGNORES WAREHOUSE (S -1) IN REMAINDER OF BUILDING. --.-, - ,- •_-_ -- PARCEL ADDRESS 1231 ANDOVER PARK WEST PARCEL NUMBER 353049074 LEGAL DESCRIPTION POR OF GOV LOT 1 IN NE 1/4 DAF -BEG NE COR OF GOV LOT 1 TH N 87 -44 -08 W 949.49 FT TH S 01 -51 -39 W 1004.88 FT TO COR O TH CONTG 1 TH N 87-44-08 W 275.13 FT TO N LN OF TRACT OF LAND CONVEYED TO CITY OF TUKWILA UNDER DEED, AUD FILE NO 6375444 TH WLY ALG SD N LN ON CURVE TO RGT CENTER BEARING N _ _ f:',:;.,- r {' p . .: , ; is Fil-7R ,FIT I Ziax `.,.:D FOR: .,/� f ^2chanicai °lectrical P mbing Gas Piping My of Tukwila !_.YY.l.D`ii`1O DIVISION 09 -35 -27 W RAD 264 FT ARC DIST 54.16 FT THRU C A OF 1 1 -45 -18 TH N / 87 -50 -09 W 229.45 FT TH NWLY ALG CURVE TO RGT RAD OF 50 FT ARC DIST 78.28 FT THRU C/A OF 89 -41 -48 TAP ON A LN 30 FT E OF & PLW W MGN OF GOV LOT 1 TH N 01 -51 -39 E ALG SD PLL LN 229.17 FT TH S 88 -08 -21 E 333 FT TO TPOB TGW POR OF GOV LOT 1 IN NE 1/4 DAF -BEG NE COR OF GOV LOT 1 TH N 87 -44 -08 W 949.49 FT TH S 01 -51 -39 W 929.88 FT TO TPOB TH CONTG S 01 -51 -39 W 75 FT TH N 88 -08 -21 W 333 FT TO E MGN OF ANDOVER PARK WEST TH N 01 -51 -39 E 75 FT TH S 88 -08 -21 E 333 FT TO TPOB LESS UP RR OPER R/W LESS POR WITHIN S 180TH ST,IF ANY STREET MAP DRAWING INDEX . " t `t 'r BI d �.1tr *, er dud I.' r old* \ \ DRAWING ISSUED =� l'pi;rlli c rz ,. DATE .- E. "--.. r- c' D' N 1 9. ,,, :ri „ ( .w; l .. _G_ ENERAL X X G.0.0 COVER SHEET /PROJECT INFORMATION C" t, °' X X G.0.1 PROJECT NOTES � Midland �` `� ° "'�'�' "�� � X X G.0.2 � SITE PLAN ARCHITECTURAL / INTERIORS X X A.2A 1 DEMOLITION PLAN / CONSTRUCTION PLAN X X A.28.1 REFLECTED CEILING PLAN / POWER & DATA PLAN 3 X X A.2C.1 FINISH FLOOR PLAN ire. ttd CT X X A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS i��i► Jrit�; X X A.9.2 DETAILS Pt:7r.41 i 1 X X A.9.3 MILLWORK / DETAILS r> S 180441 :AT s t8t1rt` "I`' "�� �IIMt. 11 - J - *<,r.K DEFINITIONS AND DIMENSIONS KEY PLAN FLOOR PLATE - 3/32"=l'-O" • A. DEFINITIONS: LONGEST COMMON PATH • NO CHANGES TO EXISTING EXITING {� REVISIONS • ALL OTHER DOORS GO TO 1 r'l1 r`hmhpes shall be WAREHOUSE .e �'t 1'' • is without prior WAREHOUSE AND OFFICE i ;,i,, . 7 • c <�,iia Building COMPATIBLE UNDER TABLE 508.4 ! ` -``" °;1r ; •7; �,,cwi PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDMONS, 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT. SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DMSION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL - PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE P -LAM, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS, 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1 -1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 13. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX -S -A -6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.6. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1 /8" IN 12' -0 ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEIUNGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEIUNG WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEIUNG GRID, UON. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10' 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE RODM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV - uFCHANICAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEV WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTRDOMS ARE ADDED TO BUILDING. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER - BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEIUNGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. 6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 8. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 9. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL RE- CIRCUIT AND RE- SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 14. EXIT SIGNS SHALL HAVE UL #924. RECEIVED DEC 0 6 2011 PERMIT CENTEI Tenant: CONTINENTAL WESTERN ANDOVER WEST BUILDING 1232 ANDOVER PARK WEST TUKWILA, WA 98188 burgess design I interiors 0 architecture I3ti Flhh Movie Suite SOO . Seattle , WA 9$ Ot Tn.104.187.7u0 W: Oi 5$7jt tl All reproduction & intellectual property rights reserved c 2011 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila UILDING DIVISION Professional seal No. Issue Description Date TENANT REVIEW SET 12/01/11 PERMIT SET 12/02/11 Drawn by: LAH Project No: 11.0206.00 Reviewed by: CS PROJECT NOTES Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 SITE PLAN TENANT: CONTINENTAL WESTERN ADDRESS: ANDOVER WEST BUILDING 1232 ANDOVER PARK WEST TUKWILA, WA 98188 PARCEL #: 3523049074 LEGAL DESC: SEE SHEET G.0.0 1-5 w W i 0 0 z BUS STOP a 0 z 2 a 5 z a 5 Q i SE 180TH STREET Dot -388 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila BUILDING DIVISION RECEIVED DEC, 0 6 2011 PERMIT CENTEF Tenant: CONTINENTAL WESTERN ANDOVER WEST BUILDING 1232 ANDOVER PARK WEST TUKWILA, WA 98188 burgess design I interiors 0 architecture 1326 Firth Avenue Suite 506. Seattle.. WA 98101 TEL: 206.567.7120 FAX:266. 607.7122 All reproduction & intellectual property rights reserved c 2011 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal 7196 REGISTERED ARCHITECT ODZIEJSKI STATE OF WASHINGTON No. Issue Description Date TENANT REVIEW SET PERMIT SET 12/01/11 12/02/11 Drawn by: LAH Project No: 11.0206.00 Reviewed by: CS SITE PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 DEMOLITION PLAN 0 8' 16' 24' 12' -6" "rN 1/8" = 1'— 0" 14' -2" EXISTIN RESTROO (E) OPEN OFFICE OPEN OFFICE EXISTING OFFICE RECEPTION COPY AREA HALLWAY (E) EXISTING OFFICE EXISTING CONFERENCE EXISTING OFFICE BREAK ROOM 113 1�P 0 CONSTRUCTION PLAN 16' 0 8' 24' 1/8" = 1'— 0" SYMBOL LEGEND } EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION, K /A.9.1 OR SIMILAR SUITE STANDARD SIDELIGHT TO REMAIN NEW CASEWORK / MILLWORK UNE OF UPPER CABINETS GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE —USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE —USE, UON. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL SOURCE, UON. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED INDICATED IN THE KEY NOTES. ETC FROM ALL DEMOLISHED THE WAY BACK TO THE ORIGINATING AS NOT IN CONTRACT OR OTHERWISE 6. PATCH AND REPAIR DAMAGED SURFACES AS REQUIRED FOR NEW PAINT, FINISHES, ETC. GENERAL CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDI11ONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEIING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE— RETARDENT TREATED WOOD WHEN BUILDING IS CONSTRUCTION TYPE I AND II. KEYED SHEET NOTES DEMO DOOR, FRAME, AND HARDWARE — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. REMOVE DOSING FLOORING AND PLASTIC LAMINATE WAINSCOT. REMOVE POR11ON OF EXISTING PARTITION. PROVIDE NEW ADA SINK. SPEC: ELKAY CELEBRITY SINGLE BOWL SINK, MODEL GECR2521 L/R AND KOHLER TRITON /FINESSE SINK FAUCET K- 7776 —K WITH K- 16012 -5 TRITON WRISTBLADE LEVER HANDLES OR MOEN CHATEAU ONE HANDLE KITCHEN FAUCET MODEL 17445 OR APPROVED EQUAL PROVIDE CUT SHEETS FOR REVIEW. RE —USE EXISTING PLUMBING LOCATION. THIS IS FOR REPAIR ONLY. EXISTING CABINETS TO REMAIN. REMOVE AND PROVIDE NEW P —LAM COUNTERTOP AND BACKSPLASH. THIS IS FOR REPAIR ONLY. TENANT PROVIDED FURNITURE PANEL IF PANEL IS OVER 5' -9" AFF, PROVIDE ALL NECESSARY BRACING /STRUCTURE AS REQUIRED. VERIFY FINAL LOCATION WITH TENANT. DEMO POR11ON OF EXISTING WALL TO 48" AFF. jl389 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila BUILDING DIVISION ECEI`UED DEC 0 6 2011 P RMIT CENTER Tenant: CONTINENTAL WESTERN ANDOVER WEST BUILDING 1232 ANDOVER PARK WEST TUKWILA, WA 98188 burgess design I interiors 0 architecture 1378 fine Avewe Suite SOO. Sr ttle. WA 08101 i[t: 708.687.7+20 fAx:708. 887.7122 All reproduction & intellectual property rights reserved c 2011 Professional seal No. Issue Description Date TENANT REVIEW SET 12/01/11 PERMIT SET 12/02/11 Drawn by: LAH Project No: 1 1.0206.00 Reviewed by: CS DEMOLITION PLAN / CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 IIMMUMMONOMI — 4 V41 111111 III 1 ELM mu_ I 1 Pra 1/1 .M NMI REFLECTED CEILING PLAN 8' 16' 24' 1/8" = 1'- 0" • POWER /DATA PLAN t► 0 8' 16' 24' 1/8" = 1'- 0" RCP LEGEND SYMBOL DESCRIPTION /SPEC SYMBOL DESCRIPTION /SPEC EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. N/R �N =NEW R = RELOCATED NEW OR RELOCATED RECESSED CAN LIGHT. r 7 71 EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. 4N PROVIDE NEW PENDANT LIGHTING SPEC: TBD. R RELOCATED 2' X 4' FLUORESCENT FIXTURE. NEW RECESSED WALL WASHER 0 NEW OR RELOCATED EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. PROVIDE NEW SWITCH IF NOT EXISTING NEW GWB SOFFIT AT 7' -11" AFF. SEE DETAIL L /A.9.2 a DESIGNATES SWITCHING CIRCUIT EXISTING RESTROOM LIGHTING FIXTURE TO REMAIN .69•3 NEW 3 -WAY SWITCH GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEWNG PLANS INDICATE TYPE AND LOCATION OF LIGHT ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEIUNG GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY /RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. FIXTURES REFER TO DESIGN BUILD CEIUNG PLAN DESIGN. ELECTRICAL DESIGN BUILD FOR GANGED IN A SINGLE BOX AND 9. PROVIDE EGRESS ILLUMINATION FOR IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 10. THE CONTRACTOR UNDER THE DESIGN BUILD CONTRACT SHALL PROVIDE A MINIMUM OF 1 FOOT- CANDLE PER SQUARE FOOT, AS MEASURED FROM 18" FROM ABOVE THE FINISHED FLOOR, FOR EMERGENCY EGRESS LIGHTING CONTINUOUSLY ALONG THE ENTIRE LENGTH OF THE PATH OF TRAVEL. 11. RE- CIRCUIT SWITCHING AS REQUIRED, TYP. POWER /DATA LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) QUADRAPLEX OUTLET DEDICATED DUPLEX OUTLET iD JUNCTION BOX VOICE & DATA COMBINATION OUTLET KEYED SHEET NOTES PROVIDE JUNCTION BOX IN WALL FOR TENANT SUPPLIED FURNITURE WHIP. VERIFY BEST LOCATION. VERIFY POWER /DATA REQUIREMENTS FOR EA. WORKSTATION WITH TENANT AND FURNITURE SUPPLIER. 1O EXISTING CEILING GRID TO REMAIN, TYP THROUGHOUT. 0. IF EXISTING POWER IS LOCATION NEAR NEW DEVICES, USE EXISTING LOCATION. VERIFY WITH OCCUPANT. O3 REMOE EXISTING CEILING ASSEMBLY AS REQUIRED FOR NEW GWB CEILING SOEHIII (SEE HATCH). GENERAL POWER /DATA NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P /P /D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE /DATA REQUIREMENTS WITH TENANT. 5. UNLESS DIRECTED OTHERWISE, ALL VOICE /DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE /DATA SERVICE INCLUDING WORK FROM BUILDING /FLOOR D -MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. bb38� LIGHTING SUMMARY EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT 2009 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG —SUM 2009 Project Info Project Address: CONTINENTAL WESTERN Date 12/01/11 1232 ANDOVER PARK W (ANDOVER WEST BLDG) TUKWILA, WA 98188 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, 1500, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 For Building Department Use Project Description ❑ New Baling ❑ Addition Oa Alteration Compliarce Option ❑ Prescriptive Da lighting Power Allowance ❑ Systems Analysis (see Qualification Checklist (over). Matte Prescriptive & LPA spaces dearly on plans.) ❑ No changes are being made to the lighting ® less than 60% of the fixtures are new and installed lighting wattage is not being increased 11 ci 5 REFRIGERATOR (BY TENANT OR G.C., G.C. TO PROVIDE COPPER WATER LINE AND HOOK UP ICE MAKER AS REQ'D) COFFEE MAKER (BY TENANT, G.C. TO PROVIDE COPPER WATER UNE) MICROWAVE (BY TENANT) DISHWASHER (EXISTING TO REMAIN) HOT WATER HEATER (BY G.C. - COORDINATE LOCATION WITH BUILDING MANAGEMENT AND CODE COMPLIANCE) C SALES PRINTER (BY TENANT) COPIER (BY TENANT) 11 REVIEWED FOR COO COMPLIANCE APPROVED RECEIVED DEC 06 2011 DEC 16 2011 1 PERMITCENTER Ity of Tukwila U1LDING DIVISION Tenant: CONTINENTAL WESTERN ANDOVER WEST BUILDING 1232 ANDOVER PARK WEST TUKWILA, WA 98188 burgess design I interiors 0 architecture t326 fifth Avenue Suite S00. Sr the . WA 98101 Ttt: 206.S87.7170 6A1:706. 697.7131 All reproduction & intellectual property rights reserved c 2011 Professional seal 11 REGISTERED ARCHITECT 4rTA-11E. QP WASH I N GTON No. Issue Description Date TENANT REVIEW SET 12/01/11 PERMIT SET 12/02/11 Drawn by: LAH Reviewed by: CS Project No: 1 1.0206.00 REFLECTED CEILING PLAN / POWER & DATA PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2B.1 EXISTING RESTROOM OPEN OFFICE EXISTING RESTROOM EXISTING OFFICE 112 VF -2 EXISTING CONFERENCE 105 CPT -1 BREAK ROOM 113 VF -1 FINISH FLOOR PLAN C-4_ J o 8' 16' 24' NOTE: ALL FINISHES, QUANTITIES, AND LOCATION TBD. MORE INFORMATION FORTHCOMING. ti FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE B -1 TBD 4 "h COVED RUBBER BASE. COLOR: TBD CARPET CPT -1 TBD FIELD CARPET COLOR: TBD INSTALLED: DIRECT GLUE VINYL FLOORING VF -1 TBD STYLE: TBD COLOR: TBD VF -2 TBD STYLE: TBD COLOR: TBD VINYL COMPOSITION TILE VCT -1 TBD 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: TBD TRANSITION STRIP: TBD PAINT P -1 TBD GWB EGGSHELL FINISH COLOR: TBD P -2 TBD GWB EGGSHELL FINISH COLOR: TBD P -3 TBD GWB EGGSHELL FINISH COLOR: TBD P -4 TBD GWB EGGSHELL FINISH COLOR: TBD PLASTIC LAMINATE PL -1 TBD PLASTIC LAMINATE HORIZONTAL SURFACES /BACKSPLASH. LAMINATE COLOR: TBD PL -2 TBD PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: TBD INTERIOR MELAMINE COLOR: TBD PL -3 TBD PLASTIC LAMINATE HORIZONTAL SURFACES /BACKSPLASH *RECEPTION DESK LAMINATE COLOR: TBD PL -4 TBD PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: TBD INTERIOR MELAMINE COLOR: TBD *RECEPTION DESK WOOD VENEER WD-1 TBD STYLE: TBD COLOR: TBD WOOD COVERING / TREATMENT WC-1 TBD STYLE: TBD COLOR: TBD GENERAL FINISH NOTES 1. PROVIDE B -1 THROUGHOUT, UON. 2. PROVIDE P -1 THROUGHOUT, UON. 3. PROVIDE CPT -1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. D11- 388 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila BUILDING DIVISION ECEDVED DEC 06 2011 PERMIT CENTER Tenant: CONTINENTAL WESTERN ANDOVER WEST BUILDING 1232 ANDOVER PARK WEST TUKWILA, WA 98188 m e! burgess design I interiors 0 architecture 1128 Eifh Avenue Suitt S00 . Seattle . WA 08101 TEL 208 587.7120 rA8:708. 5$7.7I22 All reproduction & intellectual property rights reserved c 2011 Professional seal OF WASHINGTON No. Issue Description Date TENANT REVIEW SET 12/01/11 PERMIT SET 12/02/11 Drawn by: LAH Project No: 1 1.0206.00 Reviewed by: CS FINISH FLOOR PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2C.1 1P - ?1 PAINTED GWB SOFFIT P -? (4) DECORATIVE — PENDANT LIGHTS 1wc11 WOOD PANEL METAL LOGO (BY TENANT) RED PAINTED GWB WALL SS -1 SOLID SURFACE TRANSACTION TOP PL ? METAL P —LAM WD -1 18" . 18" In OPEN TO BEYOND WOOD VENEER METAL BASE EQ V6—O ..0.°:Ar/v/v Fr/ EQ risffr ,ifs7Ar M CURVED ADA TOP PER PLAN RECEPTION ELEVATION ( 3/8" = 1'— 0" 1' -2" i EQ. EQ. �I �X xl∎ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ;!I li a 2' -1" LINE OF CEILING AS SPECIFIED PLASTIC LAMINATE DOORS MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. PROVIDE P —LAM BACK SPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTER TOP W/ PLASTIC LAMINATE PER FINISH SCHEDULE PROVIDE 5" SOLID PANEL WHEN SINK PROVIDE ADJ. SHELVES W/ MELAMINE FINISH BASE PER SCHED. FINISH FLOOR LINE TYPICAL CABINET SECTION VARIES (SEE ELEV.) 3" 1-1/2" = 1'— 0" SEE PLANS / ELEVATIONS n2� PL -1 EQ OPEN TO BEYOND EQ EQ 0 i4) 1 P —LAM COUNTERTOP & BACKSPLASH SOUD SURFACE (AS SCHEDULED) TRANSACTION TOP J —BEAD — FINISH AND PAINT TO MATCH WALL COLOR. 5/8" TYPE "X" GYP METAL STUDS / INTERMEDIATE SUPPORT 0 r III N / 2'-0" EQ EQ 3' -1" CLR FOR COPIER cop COPY AREA ELEVATION PROVIDE INTERMEDIATE PARTIAL HEIGHT PARTITION SUPPORT POSTS AS NEEDED. PROVIDE PARTIAL HEIGHT SUPPORT POSTS AT ALL OPEN ENDED WALL TERMINATION, TYPICAL. SEE F /A.9.2 METAL BOTTOM TRACK SECURED TO SLAB BASE AS SCHEDULED FLOORING AS SCHEDULED PARTIAL HEIGHT PARTITION 1 PL -2 1 P —LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES 1 PL -2 1 P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF IB ?I 3/8" = 1'— 0" PL -2 P —LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES PL -2 1'- OP P —LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 1B — ?1 OPEN TO BEYOND MEOW PL -1 CD P —LAM COUNTERTOP N & BACKSPLASH 0 COPY AREA ELEVATION 3/8" = 1'— 0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila BUILDING DIVISION RECEIVED DEC 06 2011 PERMIT CENTER Tenant: CONTINENTAL WESTERN ANDOVER WEST BUILDING 1232 ANDOVER PARK WEST TUKWILA, WA 98188 burgess design interiors 0 architecture 1324 FIFO, Await Suitt SOO . Same . WA 94101 1FL: 206.6117.7120 :A11 ;104, 61171172 All reproduction & intellectual property rights reserved c 2011 Professional seal No. Issue Description Date TENANT REVIEW SET 12/01/11 PERMIT SET 12/02/11 Drawn by: LAH Reviewed by: CS Project No: 11.0206.00 MILLWORK DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 6" N q7 6" DEVICES SHOWN STACKED IN PLAN ARE TO AIJGN VERT. AS SHOWN BELOW AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SOLED LOCATION ON PLAN, UNLESS SPECIFICALLY 2. DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. GENERAL DEVICE ALIGNMENT NTS PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS 0 END OF PARTITIONS. 3 — #8 PAN HEAD SHT. MTL. SCREWS 6 "x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET NTS NTS NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS 3 STUDS MIN. BOTTOM OF FINISHED CEIUNG ANCHOR BRACKET: 6"X16go UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING w EXTEND TO 6" FROM T.O. PARTIAL HT WALL NTS ISOMETRIC PARTN TYPE AS SCHEDULED, 2 1/2" X 2 1/2 X 3/16" STEEL TUBE POST 3/16" 2 1/2" X 7 1/2" X 1/4" STL BASE PLATE ANCHORED TO FLOOR (4) 1/2" DIA. EXP. BOLT ANCHORS WITH 2 -1/2" MIN. EMBED PLAN + + 3/4" TYP. PARTIAL HT. PARTITION SUPPORT POST NTS NTS 12 GA. BRACING WIRE A SEISMIC COMPRESSION STRUT 12 GA. VERTICAL HANGER WIRE AT 4' -0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7 -08 13.5.6. SEE NOTES ON M /A.9.2. IF NEEDED r' VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7 -08) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION ( CISCA). PARTITIONS THAT ARE TIED TO THE CEIUNG AND ALL PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER IBC 1613 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7 -08 ITEM 13.5.6. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. PER CISCA ZONES 3 -4 THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7 -08 ITEM 13.5.6. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASCE 7 -08 SECTION 13.5.6. LATERAL FORCE BRACING USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. ACT SEISMIC BRACING DIAGRAM I111111111111111 CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED IIII IIIIIIIIII1111 IIIIIIII THRESHOLD RESILIENT TRANSITION STRIP RESIDENT FLOOR AS SCHEDULED NTS CARPET TO RESILIENT FLR. 0 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE —TYP. BASIS OF DESIGN: ARMSTRONG SUSPENSION SYSTEM ICCES A REPORT ESR -1289 3 6 12 8 GA. VERTICAL HANGER WIRE AT 4' -0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE 3" =1' -0" SEISMIC COMPRESSION STRUT 12' -0" O.C. MAX. IN EACH DIRECTION AS NEEDED. A CROSS RUNNER MAIN RUNNER DISTANCE FRO BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC 2009 SECTION 1613 MINIMUM' STANDARD PER ASCE 7 -05, ALL OF CHAPTER 13 INSTALL PER MFRS. SPECS. VERIFY REQUIREMENTS WITH CITY OFFICIALS. OTHER METHODS OF CONSTRUCTION MAY BE PERMITTED. VERIFY WIN BLDG MANAGEMENT AND CITY. GWB SEISMIC BRACING DIAGRAM 5/8" G.W.B. ATTACHED TO CROSS RUNNERS ONLY. NTS IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACINGS IS REQUIRED FOR CEILINGS OVER 1,000 S.F. AND NOT REQUIRED FOR CEILINGS UNDER 1,000 S.F. IF THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. PER ASCE 7 -08 SECTION 13.5.6. LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN WITHIN 6' FROM WALLS. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES SHALL BE 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEIUNG. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. PER CISCA 3 -4. RIGID BRACING MAY BE USED IN UEU OF SPLAY WIRES. PER ASCE 7 -08 SECTION 13.5.6. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER CISCA 3 -4. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOWING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASCE 7 -08 SECTION 13.5.6 ITEM b. MOLDING DIMENSIONS MUST BE CONSISTENT AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANAGEMENT AND CITY APPROVAL. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). PER CISCA SEISMIC ZONES 3 -4. THERE SHALL BE A MIN. 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN— ATTACHED WALLS. PER ASCE 7 -08 SECTION 13.5.6. SPREADER BARS SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN UEU OF SPREADER BARS. PER CISCA SEISMIC ZONES 3 -4. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. COUNTER SLOPING WIRES TO BE A PAIR OF WIRES SLOPING AWAY FROM GRID MEMBER IN OPPOSITE DIRECTIONS AT A MIN. 45' ANGLE FROM PLANE OF CEIUNG. PER ASTM C 636 SECTION 2.1.4 HANGER WIRES SHALL BE 12 GAGE AND SPACED 4" O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3 -4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. PER CISCA ZONES 3 -4 POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. PER ASCE 7 -08 SECTION 13.5.6. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER CISCA ZONES 3 -4. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FORM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER CISCA SEISMIC ZONES 3 -4. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. TERMINALS OR SERVICES WEIGHING MORE THAN *56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE. PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7 -08 ITEM 13.5.6. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASCE 7 -08 13.5.6. ACT NOTES RECEIVED DEC 06 2011 PERMIT CENTER NTS Tenant: CONTINENTAL WESTERN ANDOVER WEST BUILDING 1232 ANDOVER PARK WEST TUKWILA, WA 98188 burgess design I interiors 0 architecture 1320 MTh Awnut Suit S00. Startle. WA 01101 tit: 700.647.7120 i'Ax:70e 607,717* All reproduction & intellectual property rights reserved c 2011 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2011 City of Tukwila BUILDING DIVISION ttt.398 Professional seal 7196 c ODZIEJSKI OF WASHINGTON No. Issue Description Date TENANT REVIEW SET PERMIT SET 12/01/11 12/02/11 Drawn by: LAN Project No: 1 1.0206.00 Reviewed by: CS DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2