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HomeMy WebLinkAboutPermit D11-038 - CORELINK - DEMISING WALL, DOOR AND MECHANICAL ROOM8OT IQ II �IaMXI 'Id Otii S TT? ){NITEI}TOD City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Project Name: CORELINK DEVELOPMENT PERMIT Permit Number: D11 -038 Issue Date: 03/07/2011 Permit Expires On: 09/03/2011 Owner: Name: SABEY CORPORATION Address: 12201 TUKVVILA INTL BLVD 4THFL , SEATTLE WA 98168 Contact Person: Name: RANDY MORGAN Address: 1326 S AV, SUITE 500 , SEATTLE WA 98101 Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Contractor License No: BNBUII *990K3 Phone: 206 - 342 -0117 Phone: 206 382 -3443 Expiration Date: 09/12/2011 DESCRIPTION OF WORK: CONSTRUCT INTERIOR DEMISING WALL AND DOOR. EXTEND ELECTRICAL/MECHANICAL ROMM 5' -0 ". Value of Construction: $81,200.00 Fees Collected: $2,128.05 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -N Occupancy per IBC: 0008 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -038 Printed: 03 -07 -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: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non- Profit: N Private: Public: Date: o9)L 01 I hereby certify that I have read and -xami ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complier: with, hether specified herein or not. The granting of this permit does not p construction or the performance of wo to this permit. to give authority to violate or cancel the provisions of any other state or local laws regulating au orized to sign and obtain this development per}nit and agree to the conditions attached Signature: Date: 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDPTIONS * ** 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: 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. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. doc: IBC -7/10 D11 -038 Printed: 03 -07 -2011 7: Remove all demolition rubble and loose ellaneous material from lot or parcel of gro properly cap the sanitary sewer connections, and properly fill or othe a protect all basements, cellars, septic tank lls, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 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: 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 nun) 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) 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: 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) 16: 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) 17: 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) 18: 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) 19: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 22: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction doc: IBC -7/10 D11-038 Printed: 03 -07 -2011 cannot be readily changed. (IFC 1011.5.1) • 23: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration not less than 90 minutes in case of primary power loss, the sign illuminatio:ri means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 24: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 25: 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) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 27: 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. (NFP.A 13- 8.6.5.3.3) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or arty fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2050). 29: 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) 30: 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) 31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 32: 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. 33: This review limited to speculative tenant space only - :special fire permits may be necessary depending on detailed description of intended use. 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: 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 D11 -038 Printed: 03 -07 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit Nor Public Works Permit No. Project No. or of ce use onl 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.: 102304907805 Site Address: 3311 South 120th Ave- Bldg. 2 Tenant Name: Corelink Property Owners Name: Sabey Suite Number: 120 Floor: 1 New Tenant: ❑ Yes 0 .. No Mailing Address: 12201 Tukwila International Blvd. Suite 400 Seattle City State 98168 Zip CONTACT PERSON — who do e contact when your permit is ready to be tssu Name: Randy Morgan Mailing Address: 1326 5th Ave Suiite 500 Day Telephone: Seattle (206) 342 -0117 WA 98101 E -Mail Address: randym @burgessdesign.net City State Fax Number: (206) 587 -7122 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Burgess Design Mailing Address: 1326 5th Ave, Suite 500 Contact Person: Randy Morgan Seattle WA 98101 E -Mail Address: randym @burgessdesign.net City State Day Telephone: (206) 342 -0114 Fax Number: (206) 587 -7122 Zip ENGINEER OF RECORD — All plat must be amped by Engineer of Record Company Name: Engineers Northwest, Inc. Mailing Address: 6869 Woodlawn Ave. N.E. Contact Person: Dale Kaemingk E -Mail Address: dalek @engineersnw.com 11:`Applications\Fomrs- Applications On Line1010 Applications \7.2010 - Permit Application.doc Revised: 7 -2010 hh Seattle City State Zip Day Telephone: (206) 525 -7560 Fax Number: 98115 Page 1of6 Valuation of Project (contractor's bid price): $ 81,200.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Construct interior demsing wall and door. Extend Electrical /Mech. Room 5' -0 ". Will there be new rack storage? ❑ Yes VI.. No If yes, a separate permit and plan submittal will be required. A 101c�`�� 0s-1) VN Type of Ooctipancy per IBC B PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 11): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ', explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarni ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Npplications 'Fortes - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised, 7 -2010 bh Page 2 or 6 • RMIT APPLICATION NOTES . A`'' rile'to all ermilts to tuts a " h ahon tt . :l t Ys " „, Pl? Pr. PPS ,r .:fir �° �� • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will he 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAV ; • AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY T OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS ' . ' '. r D AGENT: Signature: Date: 2/16/11 Mailing Address: 1326 5th Avenue, Suite 500 Day Telephone: Seattle City WA State 98101 zip Date Application Accepted: )-.1 7-- 1 1 Date Application Expires: S— 17` 6 f Staff Initials: kide H:'ApplicationsWonns- Applications On LinA2010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 • 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.ci.tukwila.wa.us Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: CORELINK RECEIPT Permit Number: D11 -038 Status: APPROVED Applied Date: 02/17/2011 Issue Date: Receipt No.: R11 -00430 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,291.50 Payment Date: 03/07/2011 03:32 PM Balance: $0.00 CHRISTOPHER D ASCANI TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 06430C ACCOUNT ITEM LIST: Description 1,291.50 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,291.50 1,287.00 4.50 doc: Receipt-06 Printed: 03 -07 -2011 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: htv/Iwww.ci.tulcwila.wa.us Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: CORELINK RECEIPT Permit Number: D11 -038 Status: PENDING Applied Date: 02/17/2011 Issue Date: Receipt No.: R11 -00303 Initials: User ID: WER 1655 Payment Amount: $836.55 Payment Date: 02/17/2011 08:11 AM Balance: $1,291.50 Payee: BURGESS DESIGN TRANSACTION LIST: Type Method Descriptio Amount Payment Check 010454 836.55 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 836.55 Total: $836.55 doc: Receiot -06 Printed: 02 -17 -2011 T { Yi'�'(Y'r:: 1.({•' - cfSrpY Yi•Tom!Y"_ f' w'Y •;.{ "pY.• .! _. .�� •� r i 1M , "INSPECTION RE3CORD a -.�a � INSPECTION NO. Retain a copy with permit 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: e0`Qg-1 /A//< Type of Inspection: }- .ece Oa,,Oldil4 'PAC J#47"/ Address: 3.5/I g r07 6PC Date Called: Special Instructions: Date Wanted: —1 —�r y p - Requester: Phone No a o4 -7/ _ -48/7 7 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: — Date: </ —/ — // ❑INSPECTION FEE RE !RED. Pr' "to` 1iext inspection. fee must be aid at 6300 Southcenter lvd:. Suite 100. Call to schedule reinspection. r INSPECTIO 0. INSPECTION RECORD Retain a copy with permit 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: .33// s /.2d r',Z Date Called: Special'hastructions: /D nif/ 04/8-7/i -a/ Date Wanted: Amy Requester: 011714 /3 Phone No: tax - 7/4 - 4,9/7 V Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: sopp/eiza Inspe Datg. R INSPECTION FEE R QUIRED. Pri6r next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1d0. Call to schedule reinspection. F ►ii. • INSPECTION RECORD .....r [ Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION If" • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: 33 t/ S /02.0 PL Date Called: Special Instructions: Date Wanted: .3—,TO—// d.m: p.m. Requester: Phone No: c106– 7/V- Ai8/7 ElApproved per applicable codes. EJ Corrections required prior to approval. COMMENTS: %� fl . 1, /<VCp -/» -iO/ere Insp Date- ,�zv_,/ REINSPECTION FEE ' EQUIRED. rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ,t,......... • INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1 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: c7 2,?1 z//tit Type of Inspection: ....=-4(..":6 Address: ■3 // s /2 O PI-- Date Called: Special Instructions: /1— // 3 U 44/8,2 4'y --e/ Date Wanted: a.m. Requester: /ji14/ /) Phone No: _Q,2-v6 - 7/y--€161/ 7 ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: / (/) .,2443 /7.'i . vf!)r. - , -/ v -ma, b - 4V 41 nspect Date: 3- cc -// � NSPECTION FEE R QUIRED. Pr )pf to next inspection. fee must be id at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. >1 • ,_�;r w :'. • LNSPaEC'fIQ,X11,'R v (l/�.'�O':R!p: ��,f {dL :�'�a :h"" ,? Retain a copy with permit V t 1. -O , INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION E- , 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367.0 Permit Inspection Request Line (206) 431 -2451 Project: 0.01Z9. 1-.10 tz Type of Inspection: t,J Address: '?31Is62.oPL.,- Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: a0( I_7LJ- 4.4 81-7 ElApproved per applicable codes. DCorrections required prior-to approval. COMMENTS: iD A I ro,- 1- ✓A-- .,,vt)S ✓ Li0 l j • Insp tor: % /,tom i 1.r .-&-A....4.4_,..1 Date: 3" 2 e- 1 1 REIN,l'PECTION FEE RE IRED. r to next inspection. fee must be pa at 6300 Southcenter gvd.. Suite 100. Cali to,schedule reinspection. ,tT6 INSPECTION RECORD Retain a _copy with permit INSPECTION NO. PERMIT NO. o3 Y? 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 InspectiorK Address: 3311 S 1Zo-- PL Date Called: 0 Ac.-t- i Jc, Special Instructions: Date Wanted _ ZS — !' r a.m. Requester: Phoro:/ 4Q r 8. r 7 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Q A F. � sttI, 11 m.... l -- 4 f p /A.J�L ar--.1,.... a sAerno NI 1)(444 -.E.- .4, 0 Ac.-t- i Jc, i NN Dat7r2 ri INSP CTION FEE REQIO!RED. Prior to n xt inspection, fee must be p. id at • 00 Southcenter BR id.. Suite 100. lall to schedule reinspection. _ v .:+cam . -� • rn-�r r, - - - • „.,%•--,%7% - :Y • INSPECTION. RECORD Retain a copy with permit INSPECTION NO. 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: ^l 4 Type of rpection lmi Address: Date Ca : Special Instructions: Date Wanted f _ a.m. Requester: Phone No: ElApproved per applicable codes. El Corrections required prior to approval. p Al Apt, Arm COMMENTS: 7-17 IIA P �,1 Ste” Inspecto . t' REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj �' ` +� 1 Type Inspection: +� , 6� ■ //'�t z 3 3 Address: S. / z ^, Date Called: Special ln�tructions: ittesr,, 0 D fCT (..-.r J ,r-• S L, Date Wanted: ,a mm.. —II -`'/ p.m. I Requester: Phon No: ( -1 i4 -417 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' T I n or.• At. 1 � 0ic-- -r-o- wu EJ sIe. "re fic .,. Or- P-t,ti` ittesr,, 0 D fCT (..-.r J ,r-• S L, (2,1. I ii Inspegtor: • Date: �I y REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. _.w.c INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670E-- Permit Inspection Request Line (206) 431-2451 Dit--03g Prr oject_ iA Type oe.says c5c.Far_ E.... 'Ad3d e2:1( , 17.A1 ___ 'Pt_ Date Called: • ,KeStr\•, D A So,./n/N _CAI Special Instructions: A 60 m 0-r to kApkeici Date Wanted a.m. • a 9 I O (t- ;---- ) t:1-- b " p Requester: N i Phone4150:6 ElApproved per applicable codes. 12Corrections required prior to approval. COMMENTS: IF /1p...A iit Ai7p, 6 JAI DK_ i---7-7‘fe. ot)r-r-IN Vke. of ofek i.)Vc- SC)t- &k-Ai ..co,)i(94 up c-3 d. (i_A_K of skikPr , lic .r- - 0 r --rc - ,i\s pe):(A f-15 r • ,KeStr\•, D A So,./n/N _CAI Y A 60 m 0-r to kApkeici Ni61.1) '.-r--o r-rAm rt... -17---A I4 '?J • a 9 I O (t- ;---- ) t:1-- b " p N i 'Inspe‘ r: Date3 -2.7,"r• /A r-7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ,4 •• " - , -r - - • - - , • . v. •sr • - -. •INSPECTION RECORD Retain Retain a copy with permit INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 11'- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 -03g rojec An • C :,vic T TvPe Inspection? - / G A- A r3s:' 5. f ? a a-'pL. D Date Called: G G f ` (Z Special Instructions: ( Date Wanted: l 04 a a. Requester: e-wx-` -: a /k1, Ph27,12,93:4,. , , 4 ( (t r) Approved per applicable codes. Corrections required prior to approval. 1 COMMENTS: Dft-1--V,44.Q AI piOJAI -- .1- p.J ' vrJv(..t LJfe)(C1� ,t i AQ 'Ty) ()0 Mt to u'C. - A (5 G-t) at— P (eit. e e5 A � l�r r f e-wx-` -: a /k1, .(t -(a i,J - to A— pi ere 10 g t i 6 eAse of- k ± SA-rfr -Al " nK (04i P P ikk Jst t) s (WM(.014,. Inspector Date:. " 2 ( —t n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to sche . s . 'on. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. f` ^� CITY OF:TUKWILA BUILDING DIVISION R' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Olt -c3S Proj r Type, —r sAect :1 r /V1uS-r i4°4' ©l e Address: 11 S 1 ?A .1 Date Called: i� (i id Q� -1---0 �".s k- or or b: r+e C d Special Instructions: 71J k P �`` AA A.S e c ; J n ` -D A Date Wanted: a Requester: L o.r rAT; Phone N_o�'�'1 14 r] -- Fi/ 1 ElApproved per applicable codes. or� ions required prior to approval. c--' COMMENTS: /. / ^ IJ�� r C/V 4 ' _ a [ r M lJ S] 1 1--V � A( e 6 o i 1 -,'I /V1uS-r i4°4' ©l e 31 v ( C , 1 ,3 to' `r i Jee_41 f S-r"u 1Ls e____ f lT i� (i id Q� -1---0 �".s k- or or b: r+e C d ra An Ar a1 - Gs /1 u / _ L: : fx) l- If c II) S Can u'r il.ru eAelhA S r- :,.. le-1 M.A:n.S 4 pa i'.n Sid p I1 • ciPe f L o.r rAT; G/-tt (--4 r re- ,'NSs ( ') ^ r-of 0/E S:de .e iu3r7il raze Inspecto5 Date: _ (S—!( REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IP ?N R ea 1 Areitor ----U • 1-1,-rd (if pen 6 o-r &n f • INSPECTION RECORD '4;77'0 Retain a copy with permit al?/- 4-9-M INSPECTION NO. • 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: O L/Ne . Type of Inspection: -Z t..e.16) Address: 33,1 s /02 a /''&.- Date Called: • Special Instructions: Date Wanted: Requester: Phone No: Kali- 7/V -6c91 7 jApproved per applicable codes. a Corrections required prior to approval. COMMENTS: VI - Atl G P 4to Sep �i 20 .A A� ;,rt < <- t1vo (t . 0 drco pc..,at.. 14‘7(.._ Date: --/ ,// INSPECTION FEE R$QUIRED. Prigv'to next inspection. fee must be paid at 6300 Southcente? Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. 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: eg.ELlhl - Type of Inspection: ! '/IV 1e ' Address: '224/ .S" 1.2 1.0 PI-- Date Calle : Special Instructions: �' f �L/ / Date Wanted .m V. Requester: Phone NO :: _.iZehe,;_711301 -44017_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ilk Ai err 4.4A1-1 L J - l d4 s- t\'‘,612___ 4-zr L.)" Aferfr4 p!kif Ifr4Jf t r OA fAft ( d "' .A!e___ . e rUt © ! f ot...J Inspect ' r: I Date t o REINSPECTIONFEE.REQUIRED; Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • 4 "GA. 0 SCREWS, TYP. STRUCTURE ABOVE FIRE CAULKING TWO (2) LAYERS OF 5/8° TYPE 'X' GWB DUSTING GLU —!AM BEAM . (2) LAYERS 5/8" TYPE 'X' DRYWALL MIN. 4PCF MINERAL WOOL COMPRESSED 33% BETWEEN TRACK AND GLU —LAM AND ALSO BETWEEN VERTICAL RIPS OF GWB EXTENDING DOWN FROM SIDE OF GLU —LAM. DLL -o-s8 ECEWWE L'L1 ,L.2_010 B1 LDING DEPARTMENT 61 WIDE X 1 r DEEP 14 GA. Z—CUP 0 24° 0.C. ATTACHED TO GLU —LAM w/ (2) -110 x 1 3" SCREWS AT 4' GA. AT 24" 0.C. INTUMESCENT STRIP AS PART OF BLAZE FRAME DEFELCTION TRACK. BLAZE FRAME DLY2 14 GA. DEFLECTION TRACK ATTACHED TO Z —CLIP W/ MINIMUM (2)— 110 X 1' SCREWS AT 4" GA. AT 24' 0.C. 5/8' TYPE 'X' DRYWALL 6 "x1i "x18GA STUDS 024" OC. TYP. UL 2079 -TESTS 4 FIRE RESISTANCE OF BUILDING JOINT SYSTEM DEMISING WALL SECTION -(1 HOUR RATED) on 4" 12" 3" = 1' -Q" Project no: l0- S802 -00 I Location: Title: I CORELINK - DEMISING WALL Revision: Dote: 03/11 " e, , burgess design I interiors 0 architecture I 925 Fftth Arendt. Suite SOO. Srttrilr. NIA 98 lit Tfl.. 706.551./120 FAX:206 56/.7171 Ail reproduction & intellectual property rtahts reserved c2011_ REF. A,9.1 t`:;, i' ISTERED ;' -7: r RANDALL ALANMORwAN STATE OF WASHINGTON _ Drown by: RAM Scale: Sketch No.: AS1 —1 S. 1 14GA. CONT. DEFLECTION T CK. TRACK w/ MIN. 2- #10x1 " SCREWS ® 3' -0 "oc 4 ?" n 4? [FIELD VERIFY] 4 "GA. CAD (E) G.L.B. p CONT. DFLECTION TRACK DTL. a DTL. a 18GA. TRACK © G.W.B. PNL. EDGES, TYP. FOR- CODE MAR 0 2 2011 City of Tukwila BUILDING niviSinni G.W.B. FINISH OR WIRE MESH PER ARCH #8 SCREWS © 6 "oc EDGES & 12 "oc FIELD G.W.B., TYP. 6 "x1 1 "x18GA. STUDS ® 2' "oc TYP. CONT. 18GAI BOT. TRACK wJ "O HILTI KB3 ® 4'-0 oc (EMBED 4") EXIST. SLAB [FIELD VERIFY] ECEWVED FEB 17 2011 II I li 11=111= I I I I I � Ir PERRIIITCENTEF TYP. MTL. STUD DEMISING WALL i" = 1' -0" SABEY INTERGATE BLDG. 2 �� ,v % , ',4* '° .. N mime ORAL Os‘ i \� ENG'D: M. NAZARENUS DWN: D. TALOA METAL STUD DEMISING WALL (INTERIOR) JOB NO: 99149016 ,DATE: 01 -11 -11 SHEET: Si SK1 ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FZLE COPY Permit No. INTERGATE BUSINESS PARK REVIEWED FOR Building 2 CODE COMPLIANCE 3311 120t" Street ARpeIf1Vm NM o 2 zUii Tukwila, WA 98168 City of Tukwila BUILDING DiviRinN STRUCTURAL CALCULATIONS TENANT IMPROVEMENT INTERIOR DEMISING WALL January 12, 2011 ENW Project No. 99- 149016 blO3B • ECEIVED FEB 17 2011 P :TCENTER • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.enwseattle.com 2007 North American Specification ASD DATE: 1/7/2011 Sabey Intergate, Bldg. 2 SECTION DESIGNATION: 6005162 -43 [33] Single Input Properties: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in Wall Solver Design Data - Simple Span Wall Height 27.00 ft Lateral Pressure 5.00 psf Stud Spacing 24.0 in Check Flexure Load Multiplier for Flexural Strength = 1.00 Flexural Bracing: KyLy = 60.0 in Me = 2769 Ft -Lb My = 2123 Ft -Lb Mc = 1856 Ft -Lb Sc /Sf = 1.00 Mmax = 911 Ft -Lb <= Ma = 1112 Ft -Lb Check Deflection Deflection Limit: L/150 Load Multiplier for Deflection = 1.00 Maximum Deflection = 1.750 in Ok, Check Shear Vmax = 135 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 14161b >= Vmax Pe/tfrf t�Gf Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold -Work, Fya = Punchout Length = Deflection Limit L/150 Axial Load 0 Ib Cb =1.00 Deflection Ratio = L/185 Check Web Crippling Rmax = 135 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 259 Ib >= Rmax, stiffeners not required 0.0451 in 0.0712 in 33.0 ksi 36.3 ksi 4.000 in 0.56 My <Me <2.78 My /I4AN 42154g `gga, 241 ta.G.: LC 7. Imo ROOD fa 14 1,uw. I,mn3.r 13834ry 0363,. pal R..70. 837.m 9 and IA 111/e Iii iaWi tt ' 4 is- EE ark to 61.bll 0 Iklll Ei.Wll ,3i.B • • eu.m ,34, sown (7 5 111. '1' l' Er. le, 1g7ore 64R� 7 n /41 EL 17/ 151# 600 61k qe 3" 41.31 °L� 33.! .1372 63 Engineers Northwest ENW Jan 10, 2011 at 2:57 PM untitled.r2d /44- a /44, Company : Engineers Northwest Designer : ENW Job Number : ( Uri& - tick& 1o& A Jan 10, 2011 3:02 PM Checked By. 40%411 k411 Member Section Deflections (By Combination) LC Member Label Sec x in in n) Uv Ratio 1 1 M1 1 0 0 NC 2 • 2 0 - 1.047 445.626 3 3 0 -1.414 317.509 4 4 0 - .863 445.626 5 5 0 .369 NC 6 1 M2 1 0 .369 NC 7 2 0 .295 5867.549 8 3 0 .214 3627.129 9 4 0 .118 4086.038 10 5 0 0 NC 11 1 M3 1 0 0 NC 12 2 0 -1.232 584.631 13 3 0 -1.883 382.433 14 4 0 -1.236 582.385 15 5 0 0 NC 16 1 M4 1 0 0 NC 17 2 0 .119 4185.169 18 3 0 .216 3714.595 19 4 0 .299 6008.376 20 5 0 .376 NC 21 1 M5 1 0 .376 NC 22 2 0 - .857 445.626 23 3 0 -1.411 317.509 24 4 0 -1.045 445.626 25 5 0 0 NC M i x , l t b e 1 .d 1, 1, 8 1300 1253 RISA -2D Version 6.0 [c: \RISA- 2d \untitled.r2d] Page 1 FN'\)I.T ENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS 6869 WOODLAWN°_-AffVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT ` Z' 4,- G SUBJECT h4e,fte,ii r4k MAW MAIM W ti'/a in 4. DATE SHEET BY - (2) --. f ?a fare`tis e vt% t 144V t Olt 2 zwerie Figg. 2 denovil witm f P K ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. ( SUITE 205 ) SEATTLE, WA_ 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful WOOD SCREWS ( For single shear & withdrawal connections ) Steel Sideplates = Main member wood species = Screw size # = Thickness of sideplate member is = Co Are conditions of use dry, exposed to weather or wet? = Maximum sustained temperature for connection ( F o) = Is fastener in end grain? (Y or N) = Screw length = # of screw diameters of penetration = Wood Specific Gravity G = Dowel bearing strength of main member Fem = Dowel bearing strength of side member Fes = Re = D= Fyb = KD = k= Zt = Z2 = Z3 = Z= CM = Ct = Cd = Ceg = INPUT S DF -L 10 0.0677 1.00 D 100 N 1.5 OUTPUT 7.54 0.50 4650 psi 45000 psi ( for ASTM A446 Grade A steel) 0.103 0.19 Screw Diameter 80000 psi ( Bending yield strength of screw ) Sheet 5 of Options Wood or Steel, input (W or S) Options DF -L, Hem -Fir, So. Pine, SPF & W.Woods Options #6,7,8,9,10,12 &14 in. duration factor Input ( D or E or W) No value for temperatures exceeding 1500 F Fastener is in side grain in. ( thread length — 2/3 screw length ) Provide 7 diameters for full value w/ 4 dia. min. 2.4 11.80 241 140 211 140 1.00 1.00 Mode Is (bearing in side member) Mode Ills (plastic hinge in screw in main member) Mode IV (plastic hinges in both members) wet service factor temperature factor 1.00 penetration depth factor 1.00 end grain factor Z' = Z`CD`CM`Ct`Cd`Ceg W = 135 Withdrawal = 2850`G2`D ( #!n. of thread penetration ) W' = W`CD`CM Ct Z' = 140 Allowable screw shear (II/screw ) �- W = 135 Allowable screw withdrawal ( #!screw) f— NOTE:- 1.) Multiple wood screws are not subject to a group action factor. 2.) For penetrations less than 1 Inch, withdrawal allowable = 0 #Iscrew. 3.) Screw point must not protrude thru the main member. WOOD SCREWS MINIMUM SPACINGS (inches) Side plates = Wood Steel Edge distance = 0.475 0.475 End distance = 2.85 1.9 Spacing beyween fasteners in a row :- - Parallel to grain = 2.85 1.9 - Pependicular to grain = 1.9 0.95 Spacing beyween rows of fasteners :- - in -line = 0.95 0.57 - Staggered = 0.475 0.475 Wood screws Page 1 1/10/2011 NAILSCRW.XLS 08 -01 -2011 city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RANDY MORGAN 1326 S AV, SUITE 500 SEATTLE WA 98101 RE: Permit No. D11 -038 3311 S 120 PL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/28/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/28/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D11 -038 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Is PERT Y. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D11 -038 DATE: 02 -17 -11 PROJECT NAME: CORELINK SITE ADDRESS: 3311 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: uilding -Divi ion assI- U41 Public h:Iks dt�n AVM o��ll sM Fire Prevention if Planning Division Structural n Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 02-17-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 03-17-11 Not Approved (attach comments) n 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 .meter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with L &I 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 B N BUILDERS INC UBI No. 602056687 Phone 2063823443 Status Active Address 2601 4Th Ave Ste 350 License No. BNBUII'990K3 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 5/23/2001 State WA Expiration Date 9/12/2011 Zip 98121 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTESL913K1 WESTERN STATES LOGISTIX LLC Construction Contractor General Unused 5/8/2009 5/8/2011 Active BASTINB0000J BASTIAN NIELSEN BUILDERS INC Construction Contractor General Unused 9/11/2000 9/7/2001 Archived PURODSI984JN PURODI SYSTEMS INC Construction Contractor Plumbing Unused 6/19/2002 7/2/2010 Expired Business Owner Information Name Role Effective Date Expiration Date BASTIAN, BRAD President 05/23/2001 Bond Amount NIELSEN, JEFF Vice President 05/23/2001 6642084 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 INS CO OF AMERICA 6642084 06/02/2009 Until Cancelled $12,000.00 06/05 /2009 4 HARTFORD FIRE INS 52BSBBK5617 01/01/2002 Until Cancelled 06/02/2009 $12,000.0012/04 /2001 3 TRAVELERS CAS & SURETY CO 103355900 08/30/2001 Until Cancelled 04/07/2009 $12,000.0009/06 /2001 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 12 ZURICH AMERICAN INS CO gla380504400 09/07/2010 09/07/2011 $1,000,000.00 09/07/2010 11 WAUSAU UNDERWRITERS INS. CO TBJZ91442966029 09/07/2009 09/07/2010 $1,000,000.00 09/03/2009 10 WAUSAU BUSINESS INS CO TBKZ91442966028 09/07/2008 09/07/2009 $1,000,000.00 09/05/2008 9 WAUSAU BUSINESS INS CO TBKZ91442966027 09/07/2007 09/07/2008 $1,000,000.00 09 /05/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 03/07/2011 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 DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID 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 ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 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. 19. 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 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 DTL - DETAIL (R) - RELOCATED DW - DISHWASHER RA - RETURN AIR DWG - DRAWING RCP - REFLECTED CEILING PLAN _ REC - RECESSED ftc REF - REFERENCE - 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 FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING STRUC - STRUCTURAL GA -GAUGE SYMM - SYMMETRICAL GC - GENERAL CONTRACTOR TBD - TO BE DETERMINED GL -GLASS TEL - TELEPHONE OR TELECOM GWB - GYPSUM WALLBOARD TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR NP - TYPICAL INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - 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/O - WITHOUT 1. PROJECT ADDRESS: CORELINK INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2009 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2009 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VN FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: 'B' (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: EXIT STAIR ENCLOSURES: 1 HOUR CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 1,050 SQFT TOTAL APPROXIMATE SUITE AREA: 22,069 SQFT TOTAL APPROXIMATE FLOOR AREA: 107,489 SQFT OCCUPANT LOAD FACTOR: REFER TO SHEET G.0.3 CODE SUMMARY NUMBER OF EXITS REQUIRED: 2 REQUIRED; 2 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMDN PATH OF EGRESS TRAVEL: 100' NFPA 13 SPRINKLERED 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT DEMISING WALL TENANT: GENERAL CONTRACTOR: Corelink TBD Intergate East - Building 2 Suite 125 PLUMBING ENGINEER: 3311 South 120th TBD - Bidder Design Build by G.C. Tukwila, WA 98168 Tel: 720 - 480 -5639 MECHANICAL ENGINEER: ATTN: Loren Zweig TBD - Bidder Design Build by G.C. ARCHITECT DESIGNER: ELECTRICAL ENGINEER: ARCHITECT/ DESIGNER: Burgess Design, Inc. TBD - Bidder Design Build by G.C. 1326 - 5th Avenue, Suite 500 Seattle, Washington 98101 FIRE /LIFE SAFETY ENGINEER: Tel: 206.587.7120 TBD - Bidder Design gn Build by G.C. Fax: 206.587.7122 ATTN: Randy Morgan BUILDING MANAGER: SABEY 12201 TUKWILA INTERNATIONAL BLVD. PLUMBING, MECHANICAL, ELECTRICAL, SUITE 400 LIFE SAFETY PERMITS UNDER SEPARATE SEATTLE, WA 98168 SUBMITTALS. TEL: 206.281.8700 FAX: 206.281.0920 ATTN: GLENN PARRY LEGAL DESCRIPTION / PARCEL NO. LEGAL DESCRIPTION NE 1 OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND _ GOVERNMENT LOT 15 AND SW l OF THE SW 1 OF SECTION 10, T23n., , REVIEWED R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON PARCEL NUMBER 102304- 9078 -05 Am®�fV® l'"lf•i i Al- C�'Y 0��a DUILDIN FOR Cu 11 !VISION STREET MAP DRAWING INDEX DRAWING ISSUED 9 h o �� o 'K Duwarlish S River Hw : 599 . , • w a r- o GENERAL X G.0.0 COVER SHEET / PROJECT INFORMATION X G.0.1 PROJECT NOTES X G.0.2 SITE PLAN X G.0.3 CODE SUMMARY ARCHITECTURAL /INTERIORS Q '' S. • 124t Q x A.2A.1 DEMOLITION /CONSTRUCTION / RCP PLANS X A.9.1 WALL SECTIONS /DOOR SCHEDULE /DETAILS Z `�' 9 N '� vi REVISIONS co �4 , No changes shall by made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - 1 ":60' A. DEFINITIONS: INTERGATE EAST ALL EXITS ARE EXISTING 1. "TYPICAL" OR 'lYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. " " 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT,` TRUE, AND PLUMB RELATION ADJACENT MATERIALS. "" 5. CLEAR INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: BUILDING 2 AREA OF WORK SUITE 125 " " " " " > IT 11111111111 ■r.�■n■ ■r� vim ■ 7• � °i. 2�1 i�p� � � � � {e� {{n�a`= v� w �' ).. ,.. U . 11Y _ ; � + ? K �> > - � ei ° ' ,Y . ;'i?r :x4 a1� rf , ! �4 { *� , ,[',; � �t 'y .1 ,� , r , . < y etR, µ �Ftwe fi�� ��' � �'ly �.GGE,tt > io" �' -• 1'!'_. �^hF.�, k ,(, o {yjk/ x '!y : ��`Bta . l� j f'' { 4` s -0. ��t °�> , a , a vp * at � ltt�9,}?� ^ � �' Uu� 1 ��' '` "`",° ' . . SUITE 160 ° • t ^',?�i'^, rrJzi. ` � � y^ni. . ° 'i Y,6 i .1,,' v"+y �Y R� '� .4., ti `_ ay 4 `S+c" . - 5 .; �,k� s I. 6 = , , r ,, !i.r:cvf► rt + '_SEP .. ,. SYMBOLS:1 ELEVATION REFERENCE SYMBOL i INDICATES FINISHED i I SURFACES TO ALIGN U DETAIL ID TITLE BAR DRAWING T DETAIL L A06.XX R� SHEET N0. D SECTION REFERENCE SYMBOL IDENTIFICATION DRAWING TITLE 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER.,, A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. GRAPHICAL SCALE TITLE {,�. $,trr� t 1 - 1 •' " :x' ��s�� rta ' s{ , ;'_ � , riw. {h �,� S�i���£t' ��> �` °; y Pal T'Y{x`i t .�t, 2 2011 - • A O o a• �' r�i v k F�1£,` r ,. x �.. ,rk3�`� ti� _ r{��; H iY E t �- � DTL l FLOOR ELEVATION SYMBOLS i 1 ' ,�j� °i"' �r r F �, "` ice« .'��'" �yLw�l o ; * +r k -ii s�t v ` a} ° � �i�} �tx f1 �':F`{ 1, , � • F �T, i �f ~ �w '.. »'; . �, 4- .�- to ;� �, A �� 1 ��� � s s a ��.�' ,, ;, � • SHT - NOMINAL FLOOR 1 n 92'-0" +1 0 ("1' , r t s f N, ��,� , "�j " 1t` 1 M ; s4 �` y `" �, � ' � 3'-*' n i £ { l k �� F { a e soh fi `$ n • y+"�` ti t �wr�l =!�; rte rr . 111 ° � SUITE 120 • ° 4 _ - RECEIVE FEB "� 2011 DETAIL REFERENCE SYMBOL 1 � ELEVATION HEIGHT (ABOVE /BELOW) DTL BUILDING SPACE / ROOM ID SHT �- SPACE OFFICE NAME __..«_r- F n:-,f� -� Si i K� ; �, Ir PERMIT REQUIRED REQUIRED FOR �„ : {t 7 # � k� .,, ,�lfd - u ;f , ;t� may` , ; f'°" �' ;� =11 tk ti '� � S. �3Y � YSS 1 fi i f9 'may:. 1 'g y L R A R � ti���.r �' 1 / COLUMN AND/OR GRID LINE SYMBOL 1127 SPACE NUMBER DIMENSION LINE: DOOR O 20' � SYMBOL ¢ o oat ; s N �,t ,r.;;,. 1:..: < „�. �.: �.. { ��., ;:a �_ ,u�,• J I � PERMITCEMTER IN _ ,._=, ;;I,r -.� � ,� ; -. ,�; �:�1 �� _ Mechanical Electrical EXIT '- L ANGLE 0 DOCUMENT SHEET SYMBOL O �- KEYED SHEET NOTES G1 Plumbing l0,Gas Piping City of Tukwila BU I; . DING DIVISION it, k © AT , GLAZING SYMBOL CENTERLINE A r ___ �- REVISION NUMBER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design interiors Q architecture 1325 Fifth Avenue Suite 500.5e the . WA 98101 TEL: 206.587.7120 fAX:206, 587.7122 All reproduction & intellectual property rights reserved c 2010 Approved by: Date: Permit No., P V Plan review approval is subject to errors and omissions. I- o;•sroval of construction documents does not authorize violation of any adopted code or ordinance. Receipt of approved Field Copy and cone ,'ons is acknowledged: By Date: City Of lUkwila BUILDING DIVISION 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 No. Issue Description Date PERMIT SET 02.1611 Drawn by: MK Reviewed b, RM Project No: 10.SB13.02 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scole entities accordingly if reduced G.0.0 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 CONDTIONS 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. DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 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 VINYL, 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 ASSEMBLJES. 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 LISTING 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. DMSION 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 2009 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 CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING 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 CEILING 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 - PANTING 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" (2 COAT) 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" (2 COAT) 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 ROOM, 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 SMDOTH 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 INTER OR SIDELIGHTS TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV - MECHANICAL, 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 NEW 'NATER 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 PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 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 CEILINGS. 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 OWNER 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 RECEIVED rcB 17 2011 PERMITCENTER 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. :Mko39 Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design interiors 0 architecture 1325 Fifth Avenue Suite 500. Seattle . WA 96101 TEL: 206.567.7120 FAX:206. 567.7122 All reproduction & intellectual property rights reserved c 2010 REVIEWED FOR CODE COMPLIANCE ' pprorwpr City of Tukwila BUILDING DiviRInni ti.. +try L . Professional seal 8021 SEP 2 2011 (STEREO A I! ECT RANDALL ALAN MOROAN STATE OF WASHINGTON No. Issue Description Date PERMIT SET 02.M.11 Drawn by: MK Reviewed by: RM Project No: 10.SB13.02 PROJECT NOTES Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 nhi 9cr° 11 AREA OF WORK 3311 S. 120TH PL. BUILDING 2 107,489 S.F. V—N SPRINKLERED • rij • REVIEWED FOR CODE COMPLIANCE at toponym o 2611 City of Tukwila BUILDING Divisinni SITE PLAN NOT A LEGAL SURVEY ■■ 1/8" = 1'— 0" 0 8' 16' 24' / 0 LI r--3 n 0 u '011-.039 P(UG) RECEIVED FEB 17 2011 PERMIT CENTER Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 5073122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date PERMIT SET 02.16.11 Drawn by: MK Project No: 10.SB13.02 Reviewed by: RM SITE PLAN Originol drawing is 24" x 36. Scale entities accordingly if reduced G.0.2 NE MEC . /EL ' RO 3 1 .. CC. OAD 30 S.F BA ' D 0 SUB TTA 00. PATH OF EGRESS TRAVEL DOES NOT EXCEED 300 FEET TO EXIT DOOR. THE PATH OF EGRESS TRAVEL ILLUMINATION LEVEL SHALL NOT BE LESS THAN (1) FOOT CANDLE AT THE WALKING SURFACE. DATA CENTER 10,556 S.F. OCC. LOAD — 300 S.F /OCC. = 36 OCC. BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. 0 e______L BREAK ROOM ( FORMERLEY MEETING ROOM) 224 S.F. OCC. LOAD — 15 S.F. /OCC. = '15 OCC. O ION DY4.V gaG9 1511 ;CR. OW ISM N.O.C. 1,062 S.F. OCC. LOAD — 300 /OCC. = 1 OCC. THESE SPACES WERE CLASSIFIED AS ACCESSORY USE AREAS NOT TO BE INCLUDED IN OVERALL OCCUPANT LOAD OF BUILDING PER 1997 UBC CONFERENCE ROOM (FORMERLEY CUST. SERVICE) 290 S.F. OCC. LOAD — 15 S.F /OCC. = 20 OCC. SHARED OFFICE (FORMERLEY CONF. RM.) 417 S.F. OCC. LOAD — 100 S.F /OCC. = 5 OCC. EXIT TOTAL OCCUPANT LOAD AT THIS EXIT 44 OCCUPANTS MECH. /ELEC. ROOM 2,192 S.F. OCC. LOAD — 300 S.F /OCC. = 8 OCC. BASED ON SUBMITTAL UNDER 1997 UBC IN 2000. I O CODE PLAN 1/16" =1' -0" CODE INFORMATION PROJECT ADDRESS: INTERGATE EAST — BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 PARCEL NUMBER: 102304 - 9078 -05 LEGAL DESCRIPTION: NE I OF THE SE 1 OF THE SE 1 OF THE SE 1 OF SECTION 9 AND GOVERNMENT LOT 15 AND SW 1 OF THE SW 1 OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON APPROXIMATE AREA OF CONSTRUCTION: 1,050 SQFT TOTAL APPROXIMATE SUITE AREA (SUITE 120): 22,069 SQFT SUITE AREA (SUITE 160): 26,669 SQFT TOTAL APPROXIMATE BUILDING FLOOR AREA: 107,489 SQFT OCCUPANCY TYPE: SUITE 120; 'B' (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE SUITE 160; 'F -1' (EXISTING) NUMBER OF EXITS REQUIRED: REQUIRED; PROVIDED (SUITE 120) (SUITE 160) COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED NFPA 13 CODE SHEET: SYMBOLS LEGEND .g oar ®mom EXIT SIGNS MEANS OF EGRESS PATH REVIEWED FOR CODE COMPLIANCE A D AVFD hi-'∎ 0 2 L Li ► i City of Tukwila BUILDING DIVISION IWE I Irvtl [HIF I 7 !i ,xs.� ���r�r Frt lri{ tT.�fft < A74 # `rjla qq �y,SRr,�r`�t��yjG `; " JJn" w' Sti�i'A Y i 67J 4k 1 " °Ud � 1" . , h atn {�1�� it }r {i`��' /y aZ'1 d 7 ►Sf t:�f � qS( : ' � hii rl ft tlkf iii} -� Mi µi.� fry J� �� r . � yyy } f }4,.7 r f t^S`,.1YYr'%.r. ,A,��'p3�- r'fq�Ff S1T'; y {z ay -r-t Ny t +y Yi F' ,k,s� �` 1 'E f'iC rsl Y ! `i It"y} YES r' j • z �F,( tifir"fv ��.2�� ' 7 r t f it ))) Ott' r ia1 r r �^'%� �C� a •;�,^�i 6t" °� ( •yi d y5..•( i4 WeJ, w< .'eg' �+� i 1 n ���Fr1 Aq Z• Y w j4j°,k4{fJ•rcFi if Si' � �'c } ��JU h7r'i r �k d+. r, v+� ''�i $ Ttd 1 Asy � � 't 4 +: ;t f (� � . a � cr i {�.T ix�. 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M; ryg ! ¢k ��j�.spd A,i ri 9M aj.'r`d, ' >tQil''� " iJ ` {!`k �.'�*�'i r. ' z '1 ±��,y y AI'dp.''P54X"R�. Ni %? s ,�''i+, w � 1 I �i �� _ w • • • • • • • icl V o� 7 7 ,SEP.2 2011 ECEIVED FEB 17 2011 �1 �` d3 8PERMffCENTER G.0.3 Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500. 5cattle . WA 98101 TEE: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date PERMIT SET 0 2 . 1 6 . 1 1 Drawn by: MK Reviewed by: RM Project No: 10.SB13.02 CODE SUMMARY Original drawing is 24" x 36 ". Scale entities accordingly if reduced AREA OF WORK I■ - liiiii>• ■ - - - - li EM MIN hill - - UM NMI film INNS NUM NNE - - t� IEEEt, IEEEt, - tititi IiEENN tits tititi - MIN IiIINN - NEM NUM - - INIM EMI lifii IN - IEiEi>, - IBM M - - liiiiiiii■ MM liiiiiiii■ - N MEN - MIN R R R R R R R R R R Eat Eon Eel (TYP.) r (CEILING) u u N ±16' -0" (TYP.) ® EA. PURLIN 0 0 N N 0 ti ri li>, ti INN IN rilri IEEiEiEi>, UP. N (DOOR NOT USED) ri ra ti iEEEEEE� s� MIN - - - - - i■ - - - - iEiEiEi>, iiEiEiEi> l to - - NMI N N N Li (ABOVE DOOR) N tititiiiill MINN UP v- CONSTRUCTION PLAN 0 8' 16' 24' 1/8" = 1'- 0" SYMBOL LEGEND CEILING LEGEND - LIGHTING KEYED SHEET NOTES SYMBOL DESCRIPTION /SPEC EXISTING LIGHT TO BE REMOVED. O1 DEMO PORTION OF EXISTING CHAINLINK ENCLOSURE, AS REQUIRED, FOR INSTALLATION OF NEW DEMISING WALL. REPAIR AND REPLACE CHAINUNK, AS REQUIRED, TO MAINTAIN ENCLOSURE. COORDINATE EXTENT OF ENCLOSURE WITH TENANT. VERIFY LOCATION OF EXISTING LIGHTS AND RELOCATE AS APPLICABLE DUE TO NEW DEMISING WALL O CONSTRUCTION. 3O NEW WALL IS NOT TO BE PAINTED. O REMOVE INSULATION AS REQUIRED TO INSTALL NEW WALL. PATCH AND REPAIR INSULATION AFTER WALL INSTALLATION. 5O DEMO EXISTING DOOR AND FRAME PATCH AND REPAIR SURFACES AS REQUIRED TO BRING WALL AND FLOOR TO SUITE STANDARD. O MOUNT D(IT SIGN 0 WALL 0 8' -0" TO 10' -0" A.F.F. 7O ADD NEW LIGHT FIXTURE TO SWITCHING IN EXISTING ELEC. /MECH. ROOM �EVit CODE COMPLIANCE AIVCE 41113130nutan �i of Tukwila n BUfLulNG ®IU�'��nnf f 4 EXISTING CONSTRUCTION TO REMAIN - - EXISTING CONSTRUCTION TO BE REMOVED C — ❑ EXISTING FIXTURE TO BE REMOVED OR RELOCATED. N/R ® NEW OR RELOCATED EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFlCU1l.. �� • NEW INTERIOR 1 HOUR RATED DEMISING PARTITION CONSTRUCTION —REFER TO J /A.9.1 5 RELOCATED N �3 N = NEW NEW B/S EMERGENCY FIXTURE PER SBC 1006.1 1 NEW INTERIOR 1— HR RATED PARTITION —REFER TO D /A.9.1 —REFER TO M/A 9. ATE 1 HR S �VAQ�L. VERIFY USE -�� NEW PHILIPS DAY —BRITS FBF HIGHBAY FIXTURE. (6) T5HO BULBS (F54TSH0) FBF- 6- 54H0— UNV -1/4E8 SUSPENDED FROM 4' -0" CHAIN PROVIDE SWITCHING SEPARATE FROM OTHER HIGH —BAY LIGHTING TO REMAIN NEW PHILIPS DAY — BRITS. (2) T8 PER FIXTURE. SOLID TOP REFLECTOR IS -232 —MOUNT TO G.W.B. CEILING GENERAL CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS 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 PARTmONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTmONS, 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. LIGHTING NOTES 1. ALL EXISTING LIGHTING TO REMAIN, UON. MODIFY SWITCHING AS REQUIRED. 2. PROVIDE EMERGENCY LIGHTING ALONG EGRESS PATH OF TRAVEL, PER SHEET G.0.3. USE BATTERY PACKS ON NEW LIGHTING OR SEPARATE EMERGENCY LIGHT FIXTURES ("BUG EYES") TO PROVIDE A MINIMUM OF (1) FOOT CANDLE ALONG THE PATH OF EGRESS TRAVEL AT THE WALKING SURFACE. VERIFY TYPE OF EMERGENCY LIGHTING WITH TENANT. LIGHTING SUMMARY 2009 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG —SUM 2009 Project Info Project Address: CORELINK Date 01/25/11 3311 S. 120TH PLACE For Building TUKWILA, WA 98168 Deportment Use Applicant Nome: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, ,500, SEATTLE, WA 98101 b t SAP \...... 03 2 2011 RECEIVED FEB PERMITCENTER 1 2011 9 Applicant Phone: 206 587 7120 Project Description ❑ New Building ❑ Alfdrdon Et Alteration Compliance Option ❑ Prescriptive ® Ughting Power Aiowance ❑ Systems Analysis (See Qualification Checl fist (over). Indicate Prescriptive & LPA spaces clearly on pions.) ❑ No changes are being mode to the fighting 52 Less than 60% of the fixtures ore new and installed fighting wattage is not being increased SCOPE OF PROJECT INCLUDES: REMOVAL OF 10 LIGHTS (400 WATTS PER FIXTURE) WITH A TOTAL OF 4000 WATTS ADDITION OF 10 HIGH BAY FLOURESCENT LIGHTS (324 WATTS PER FIXTURE) WITH A TOTAL OF 3240 WATTS 1 FLOURESCENT UGHT FIXTURE, 64 WATTS TOTAL ADDMON 3300 WATTS TOTAL REMOVAL 4000 WATTS OVERALL REDUCTION OF 700 WATTS Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 567.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date PERMIT SET 02.11'1).11 Drawn by: MK Reviewed by: RM Project No: 10.SB 13.02 CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW S AT LOCATION AS DIMENSIONED ON ';' i PLAN; OR NEXT TO DOOR / DOOR & HARDWARE GENERAL NOTES DOOR TYPES RATING NO.: UL U469 O 0 FLOOR AND CEILING RUNNERS -'J" SHAPED, 2-r I WIDE WITH UNEQUAL LEGS OF 1 IN. AND 2" IN., 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & REQUIREMENTS. / FABRICATED FROM 24 MSG GALV STEEL. POSITION RUNNERS WITH SHORT LEG TOWARD FINISH SIDE 01 13' -0 "f WALL. RUNNERS ATTACHED TO STRUCTUAL SUPPOE 45 MIN. RATED H.M. \ ty, _ —� , / 1 / \ \ \ \ \ MIN. RATED H.M. \ -- FIRE RATED FRAME PAINTED TO MATCH SUITE STANDARD 45 MIN. H.M. ARE —45 FIRE RATED FRAME SUITE PAINTED STANDARDCH N 45 MIN. H.M. FIRE ... it, OPENING AS DIMENSIONED BELOW :: : : '` ; ::' ,...' " _ - .::: �• 11. ///././__AI! �� IN. FOR ENDS AND NOT GREATER NOT THAN 244T O.0 " FIRE ALARM STROBE . . ' �� �� ' ` 44 � . . 4 �� .e .... :::: ..... ........ - / RATED DOOR PAINTED TO MATCH SUITE STANDARD 2 STEEL STUDS-1C-H" SHAPED STUDS, 2-X1 IN. WIDE O 1-X1 IN. DEEP, FABRICATED FROM 25 MSG GALV. S FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT LIGHT &PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR „ , / ,�, RATED DOOR = PAINTED TO MATCH SUITE STANDARD SPACED 24 IN OC. VERTICALLY RESTRAINED WALLS HHEIGHT BE CUT % IN. LESS THAN FLO ' -• 2 1/2 MIN. 25 GA UP TO 10 7 MAX. D00R SCHEDULE p —� ° a: 3 5/8" MIN. 25 GA. 10' -8" — 13' -5" MAX. 3 5/8" MIN. 20 GA. 13' -6 — 14' -9" MAX. O3 WALLBOARD GYPSUM * -1 IN. THICK GYPSUM WALLBA DOOR NUMBER HARDWARE GROUP FRAME MATERIAL ARE RATING (MIN) N ce z° \ WIDTH NOMINAL WIDTH NOMINAL HEIGHT w WIDTH �` ' .�' E = EXISTING, MATCH ALL EXISTING CONDITIONS ' '..... . O LINER PANELS, SUPPLIED IN 24 IN. OR 600 MM W VERTICAL EDGES INSERTED IN "H" SHAPED SECTION "C-H" STUDS. FREE EDGE OF OF END PANELS rjjm M - N l ;., CARD READER WHERE n OCCURS �� :::: O ATTACHED TO LONG LEG OF J RUNNERS WITH 1- LONG TYPE S SELF DRILLING, SELF TAPPING BUGLE �� �� � ►� `� ►� :::: ... .. O5 R.O. STEEL SCREWS SPACED NOT GREATER THAN 12 IN. 4 WALLBOARD GYPSUM * - O WALLBOARD APPLIED VERTICALLYHIAND ATTACHED ETOI STUDS WITH 1 IN. LONG TYPE S SELF DRILLING, S TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 24 100 3' -0'PR 7' -0" A 1 HM 45 - HARDWARE LATCH 101 4'-O" 7 -0 " B 1 HM 45 - —� TELEPHONE OUTLET FINISHED FLOOR HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS BELOW FOR BAITS AND BLANKETS - PLACED TO FILL INTERIOR 01 ELECTRICAL OUTLET 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED 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. GENERAL DEVICE ALIGNMENT GROUP 1 PAIR, PASSAGE LATCHSET RATED - 45 MIN. (1) STOREROOM FUNCTION LOCKSET -45 MIN. RATED (6) EA HINGES (2) DOOR CLOSERS (1) COORDINATOR (1) ASTRAGAL (1) DP STRIKE (2) WALL MOUNTED DOOR STOPS (1) AUTOMATIC FLUSH BOLT TOP & BOTTOM, INACTIVE (1) ACTIVATED SEALS ON REQUIRED WITH DOOR (1) SMOKE SEALS AS REQUIRED FOR RATED DOOR DOOR FRAME 5 STUD CAVITY, 14 IN. MIN THICKNESS. * BEARING THE UL CLASSIFICATION MARKING 1- HR RATED PARTITION D GROUP 2 SINGLE, STOREROOM LOCKSET RATED - 45 MIN. (1) STOREROOM FUNCTION LOCKSET -45 MIN. RATED (3) EA PAIR HINGES (1) WALL - MOUNTED DOOR STOP »_ > f7 3 -1 -O A S NT (FIELD VERIFY) (FIELD VERIFY) N EXISTING G.L.B. warAnimmt WAWA 1. _ _41 J/ / N N U 4 "GA. SCREWS, TYP. m ■ 6 "x1rx18GA STUDS 024" OC. TYP. 18 GA. TRACK ® GWB PNL. EDGES, TYP. 5/8" TYPE 'X' GWB FINISH (BOTH SIDES) CARBON STEEL MESH (FLAT END EXPANDED) METAL 3/4" #13F- ATTACHED TO EACH STUD ® 24" 0.C. W /PLAIN STEEL ANCHOR CLIP USING #8 SELF TAPPING SCREWS- (ONE SIDE) CONT. 18 GA. BOT. TRACK W/ 3/4 "0 HILTI KB3 ® 4' -0" OC. (EMBEDED 4 ") EXIST. SLAB BXUV.U419 FIRE RESISTANCE RATINGS: ANSI /UL 263 DEMISING WALL SECTION -(1 HOUR RATED) 0" 4" $" 12" 3„ = 1,_0" STRUCTURE ABOVE FIRE CAULKING TWO (2) LAYERS OF 5/8" TYPE 'X' GWB EXISTING GLU -LAM BEAM FIRE RATED FIRE CAULK t— FIRE TRACK SHADOWLINE -16 GA. 1 DEFLECTION TRACK ATTACHED WITH 1 MINIMUM (2)- #10 X th" SCREWS AT 4" GA. AT 32" 0.C. 1 13' —O "± SEE 1HR RATED DEMISING WALL SECTIONS FOR INFORMATION 1 POSI CLIPS 5/8' TYPE 'X' DRYWALL 6 "x1 "x18GA STUDS 024" OC. TYP. UL 2079 -TESTS 4 FIRE RESISTANCE OF BUILDING JOINT SYSTEM RPI TENANT SPADE (THIS SIDE) — EXISTING RATED CEILING ASSEMBLY (L� CORELINK TENANT SPACE (THIS SIDE) 0 0 0 0 0 0 EXISTING RATED WALL ASSEMBLY "J" SHAPED, 24" WIDE WITH UNEQUAL LEGS OF 1 IN. AND 2" IN., FABRICATED FROM 24 MSG GALV STEEL. POSION RUNNERS WITH SHORT LEG TOWARD FINISH SIDE OF WALL. RUNNERS ATTACHED TO STRUCTUAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2 IN. FOR ENDS AND NOT GREATER THAN 24" 0.C. STEEL STUDS -'C -H" SHAPED STUDS, 24 IN. WIDE BY 14 IN. DEEP, FABRICATED FROM 25 MSG GALV. STEEL, SPACED 24 IN. 1" THICK GYPSUM WALLBAORD LINER PANELS, SUPPUED IN 24" WIDTHS. VERTICAL EDGES INSERTED IN "H" SHAPED SECTION OF "C -H" STUDS. FREE EDGE OF OF END PANELS ATTACHED TO LONG LEG OF "J" RUNNERS WITH 1 -% IN. LONG TYPE S SELF DRIWNG, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 12 IN. 0.C. % IN. THICK, 4 FT WIDE GYPSUM WALLBOARD APPLIED VERTICALLY AND ATTACHED TO STUDS WITH 1 IN. LONG TYPE S SELF DRILUNG, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 24 IN. 0.C. BATTS AND BLANKETS - PLACED TO FILL INTERIOR OF STUD CAVITY, 14 IN. MIN THICKNESS. 1-HR RATED CEILING SECTION 3 " =1' -0" .....k.A..., LI\ 11 IT /A AIWA 1 SCREWS, TYP. MI II DEFLECTION GAP STRUCTURE ABOVE FIRE CAULKING TWO (2) LAYERS OF 5/8" TYPE 'X' GWB EXISTING GLU -LAM BEAM - VERIFY EXACT WIDTH AND COORDIANTE ANY CHANGES THAT NEED TO BE MADE TO FIRE RATING DETAIL WITH ARCHITECT IN. 2 BY EEL, R ORD DTHS. OF % IN. HEAD 0.C. 'PSUM LF Tenant: CORELINK INTERGATE EAST - BUILDING 2 3311 S. 120TH PLACE TUKWILA, WA 98168 burgess design interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 14 GA. 4-4" LONG LEG ' CK ATTACHED WITH MINIM (2)- #10X 1%" SCREWS •T4 "GA. AT 32" 0.C. FLOOR AN ' CEILING RUNNERS - "J" SHAPED, 6" MIN. WIDE WI UNEQUAL LEGS OF 1 IN. AND 2" IN., FABRI ' ED FROM 20 GA. GALV STEEL. POSmON RUNN ' S WITH SHORT LEG TOWARD FINISH SIDE OF WAL RUNNERS ATTACHED TO STRUCTUAL SU••ORTS WITH STEEL FASTENERS LOCATED NOT G' 'TER THAN 2 IN. FOR ENDS AND NOT GREATER 24" 0.C. RPI TENANT SPADE (THIS SIDE) v s CCRELINK TENANT SPACE (THIS STEEL STUDS -'C -T" SHAPED STUDS, 6 IN. WIDE, FABRICATED FROM 20 GA. GALV. STEEL, SPACED 24 IN OC. CT STUDS MUST MEET STRUCTURAL, PROPERTIES OF DIETRICH CTE6 SHAFT WALL STUD Ix(IN4) =1.858 Sx (IN3) =.547 WALLBOARD GYPSUM * -1 IN. THICK GYPSUM WALLBOARD LINER PANELS, SUPPLIED IN 24 IN. VERTICAL EDGES INSERTED IN "T" SHAPED SECTION OF "C -T" STUDS. FREE EDGE OF OF END PANELS ATTACHED TO LONG LEG OF "J" RUNNERS WITH 1 -% IN. LONG TYPE S SELF DRILLING, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 12 IN. 0.C. 4" 20 GA J -TRACK 0 GWB PANEL EDGES WALLBOARD GYPSUM * - % IN. THICK, 4 FT WIDE GYPSUM WALLBOARD APPLIED VERTICALLY AND ATTACHED TO STUDS WITH 1 IN. LONG TYPE S SELF DRIWNG, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 24 IN. 0.C. CARBON STEEL MESH (FLAT END EXPANDED) METAL 3/4" #13F- ATTACHED TO EACH STUD ® 24" 0.C. W /PLAIN STEEL ANCHOR CLIP USING #8 SELF TAPPING SCREWS- (ONE SIDE) CONT. 18 GA. BOT. TRACK W/ 3/4 "0 HILTI KB3 O 4' -0" OC. (EMBEDED 4 ") .SEP 2 2011 CODE COMPLIANCE City Of Tukwila BUILniNn nivigin ht RECEIVED RATING NO.: UL U469 FEB 17 2011 PERMIT CENTER HR RATED PARTITION - ALTERNATE 3 " =1'_0" Professional seal No. Issue Description Date PERMIT SET 02.11b.11 Drawn by: MK Project No: 10.SB13.02 Reviewed by: RM WALL SECTIONS/ DOOR SCHEDULE/ DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1