Loading...
HomeMy WebLinkAboutPermit D13-212 - AKAMAI TECHNOLOGIES - TENANT IMPROVEMENT This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D13-212 AKAMAI TECHNOLOGIES 3355 S 120 Pl DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers 5 U.S.C. sec. individuals’ privacy pursuant to 5 U.S.C. sec. DR1 Generally – 5 U.S.C. sec. 552(a); RCW 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington 552(a); RCW 42.56.070(1) State Public Records Act, which exempts under 42.56.070(1) the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information – expiration dates, or bank or other financial RCW 18 DR2 Financial Information – account numbers, which are exempt from 42.56.230(5) disclosure pursuant to RCW 42.56.230(5) RCW 42.56.230(4 5) , except when disclosure is expressly required by or governed by other law. AKAMAI TECHNOLOGIES 3355 S 120 PL D13-212 City oPi'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Project Name: AKAMAI TECHNOLOGIES DEVELOPMENT PERMIT Permit Number: D13-212 Issue Date: 07/09/2013 Permit Expires On: 01/05/2014 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: GLENN PARRY Phone: 206-277-5253 Address: 12201 TUKWILA INTERNATIONAL BL 4TH FLOOR , TUKWILA WA 98168 Contractor: Name: SABEY CONSTRUCTION INC. Phone: (206)281-4200 Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168-5121 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2015 Lender: Name: SELF FUNDED - SABEY CORPORATION Address: DESCRIPTION OF WORK: AREA OF WORK IS WITHIN A 500 SQUARE FOOT AREA OF EXISTING OFFICE SPACE. SCOPE OF WORK CONSISTS OF THE PARTIAL REMOVAL OF ONE EXISTING INTERIOR WALL AND THE INSTALLATION OF TWO NEW OFFICE WALLS. Value of Construction: $21,245.00 Fees Collected: $842.70 Type of Fire Protection: International. Building Code Edition: 2009 Type of Construction: I -A Occupancy per IBC: 0010 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-212 Printed: 07-09-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: —j" `3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction •. e performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this perm Signature: Print Name: C-ovutie_ I c)eilo\r 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. Date: cn10c)113 PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670).. 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D13-212 Printed: 07-09-2013 7: All construction shall be done in conform with the approved plans and the requireme of the International Building Code or International Residential C International Mechanical Code, Washingtoilipte Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: 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. 14: ***FIRE DEPARTMENT CONDITIONS*** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: 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) 19: 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) 20: 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) 21: Maintain fire extinguisher coverage throughout. 22: 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). 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC -7/10 D13-212 Printed: 07-09-2013 26: Maintain sprinkler coverage per N.F.P.•. Addition/relocation of walls, closets or pailins 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. (NEPA 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 any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 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 #2328) 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 #2328) (IFC 104.2) 31: 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. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: 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 D13-212 Printed: 07-09-2013 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov S Building Permit No. I� 13' pZ I D, Project No. Date Application Accepted: 6) (/ Vjj/3 Date Application Expires: ( 3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 1023049082 Site Address: 3355 S. 120th Pl, Tukwila, WA 98168 Suite Number: Floor: 2 Tenant Name: Akamai Technologies PROPERTY OWNER Name: International Gateway East LLC Address: 12201 Tukwila International Blvd., 4th Floor City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Glenn Parry Address: 12201 Tukwila International Blvd., 4th Floor City: Seattle State: WA Zip: 98168 Phone: (206) 277-5253 Fax: (206) 281-0920 Email: glennp@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Inc. Address: 12201 Tukwila International Blvd., 4th Floor City: Seattle State: WA Zip: 98168 Phone: (206) 281-4200 Fax: (206) 281-0920 Contr Reg No.: SABEYCI033KM Exp Date: 02/15/2015 Tukwila Business License No.: BUS -0102122 H:Wpplications'Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Name: N/A Company Name: Callison Design Company Name: N/A Architect Name: Brenda Ross Address: 1420 5th Ave., Ste. 2400 City: Seattle State: WA Zip: 98101 Phone: (206) 623-4646 Fax: (206) 623-4625 Email: brenda.ross@callison.com State: ENGINEER OF RECORD Name: N/A Address: Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A Address: City: State: Zip: Page 1 of 4 BUILDIING PERMIT INFORMATION— 206-431-3670 Valuation of Project (contractor's bid price): $ 21,245 Describe the scope of work (please provide detailed information): Area of work is within a 500 square foot area of existing office space. Scope of work consists of the partial removal of one existing interior wall and the installation of two new office walls. Existing Building Valuation: $ 31,866,400 Will there be new rack storage? ❑ Yes J.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal 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 0 No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8.9-I I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC la Floor 188,222 500 I -A F-1 :::::0o1. 183,292 oor 182,292 Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: '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 0 No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8.9-I I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH 0 ' ZED A Signature: <'' Print Name: Glenn Parry Mailing Address: 12201 Tukwila International Blvd., 4th Floor H:Wpplications\Forms-Applications On Line \201 I Applications\Pormit Application Revised - 8-9-I l.docx Revised: August 2011 bh Date: Day Telephone: (206) 277-5253 Seattle WA 98168 City State Zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049082 Address: 3355 S 120 PL TURIN Suite No: Applicant: AKAMAI TECHNOLOGIES RECEIPT Permit Number: D13-212 Status: APPROVED Applied Date: 06/14/2013 Issue Date: Receipt No.: R13-02087 Initials: User ID: WER 1655 Payment Amount: $539.81 Payment Date: 07/09/2013 11:25 AM Balance: $0.00 Payee: SABEY CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 49091 539.81 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $539.81 508.00 27.31 4.50 Printari• (17_nc1-7013 • City of Tukwila J w,r 4s Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 1023049082 Permit Number: D13-212 Address: 3355 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 06/14/2013 Applicant: AKAMAI TECHNOLOGIES Issue Date: Receipt No.: R13-01888 Payment Amount: $302.89 Initials: WER Payment Date: 06/14/2013 01:10 PM User ID: 1632 Balance: $539.81 Payee: SABEY CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 49019 302.89 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 302.89 Total: $302.89 a..... o,...,.:..� nc PrintMrl• nR-14-9016 1(3 -112 -- INSPECTION RECORD Retain a copy with permits INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: ._ Type of,Inspection:.. ` Addre s: �'" Z - 3 3S r�r Date Called: Special Instructions: Date Wanted: S —/ Fr 3 0 _tip. p.m. Requester: Ph ne No: "7,6 CO i2S. --- 3(p7/ J/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: A-1 DI ere Insp eicto� ti( fj REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date:s,, ' �3 �'f_ INSPECTION NO. 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 F\ to it\_ 1 F'&A of Inspection: Sl l'S Pf 0 E (CINa c, Address: Date Called: ----i--tea-G--- Special Instructions: Date Wanted: L::i —7-2.C.-13 p.m. Requester: Phone No: BOG— S5 -3‘,7I ElApproved per applicable codes. Corrections required prior to approval. 7 COMMENTS: p /A 6 1 O 2i4,‘ /) v(-0,4cl.ei. i------..Aou‘.....0 A Inspecto Date: i jt41 --13 to next inspection. fee must be ii REINSPECTION FEE REQUIRED. Prio INSPECTION NO. INSPECTION RECORD Retain a copy with permit 13.`.212 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 cf... (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: A l< AreNKI c'eN Type of Inspection: FRAvV1,N C. Address: _ 33 S 120 PL.— Date. Called:. Special Instructions: Date Wanted: 7--10- 1-2> a. Requester: Phone No: t: pproved per applicable codes. U Corrections required prior to approval. COMMENTS: Dat.ety _ 1 5 ECTION FEE REQUIRED. Prior tnext inspection, fee must be at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I1-2� S- 62- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 4kcosio i T (--/Andorr-s Type of Inspection: i d- s- rink/e/ rrod Address: Suite #: 23$r S /20 P1 Contact Persian: Special Instructions: Phone No.: qiApproved per applicable codes. Corrections required prior to approval. COMMENTS: - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: <" rill 4^1-1 Date: 7y/ / / p, Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-212 DATE: 06-14-13 PROJECT NAME: AKAMAI TECHNOLOGIES SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued D PARTME TS: Building ivision Public Wks 2913 fv\, LD2'?» Fire Prevention Structural ❑ t.‘°\ ' Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete 111 DUE DATE: 06-18-13 Not Applicable CI Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route N- Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions 141 DUE DATE: 07-16-13 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. PAY—‘,272- By: j/Y—72:::e:- �jZ—� Project title: 41�r" IBC Edition 0 7 & State Amend. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. 0/ Review for conformity with special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. 2k" Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. Contractors or Tradespeople Peter Friendly Page I General/Specialty Contractor A business registered as a construction contractor with LaI 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 Phone Address Suite/Apt. City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 Tukwila Intl Blvd 4TH FLOOR Seattle WA 981685121 King Corporation UBI No. 601532164 Status Active License No. SABEYCI033KM License Type Construction Contractor Effective Date 5/14/1997 Expiration Date 1/12/2015 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SABEYC'953RE SABEY CORPORATION Construction Contractor General Unused 12/5/2005 12/5/2013 Active DASCOC*066KD D A S CONSTRUCTION CORP Construction Contractor General Unused 5/4/1994 5/4/1997 Archived BERKLCI088CE BERKLEY CONSTRUCTION INC Construction Contractor General Unused 2/5/1992 2/5/1993 Archived ARCHIDG132QZ ARCHITECTUAL DEV GROUP INC Construction Contractor General Unused 11/9/1987 11/9/1992 Archived SABEYC'141PH SABEY CORPORATION Construction Contractor General Unused 10/8/1986 12/31/2001 Archived OWPROI'221RR 0 a W PROPERTIES INC Construction Contractor General Unused 12/19/1978 10/1/1986 Archived BERKLS*267LP BERKLEY STRUCTURES INC Construction Contractor General Unused 6/17/1974 12/31/1991 Archived Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID ARTHUR President 05/14/1997 Received Date SEWELL, PATRICIA ANNE Secretary 01 /19/2011 Until Released POOLE, LAURENT D Secretary 01/01/1980 01/19/2011 HARMON, JAMES N Treasurer 01/01/1980 01/19/2011 Bond Information Page 1 of 2 Bond 5 Bond Company Name HARTFORD FIRE INSURANCE CO Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 52BSBCQ3983 12/31/2004 Until Cancelled $12,000.00 12/20/2004 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 1 4/21/1994 Until Released Bond $6,000.00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 National Fire Ins of Hartford 2094061165 11/01/2012 11/01/2013 $1,000,000.00 10/31/2012 hap s://fortress.wa. gov/lni/bbip/Print.aspx 07/09/2013 AKAMAI OFFICE REMODEL INTERGATE. EAST CAMP S BUILDING 5 SDC42 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION INTERGATE. EAST CAMPUS BUILDING 5 - SDC42 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 PROJECT NUMBER: 213890.00 PERMIT SET JUNE 10, 2013 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submit and may include additional plan review fats. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013 City of iia BUILDING ISION FILE COPY Pin* No. b% 41" Plan review approval is subject to errors and omissions. Approval of constmcdon documents does not auth:' '38 the violation of any acted code or ordinance. Receipt of appro - $ Copy and coidtionsisaclmowledged- By . ,� o1(go11 City Of T ,kwiia BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN I 2013 PERMIT CENTER CALLISON bI-6- 2,12 1_‘ _-. Art c+s..J:_., nrtd ,m 2n 1 AI C4.ve+c1crinA 91n_nnn rh..n iii/7/11 21.''Q -n9 PM ( OPYRInHT n 9(M 3 CALLISON (XX' -XX" AFF) 7 8 9 10 11 12 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY (PROPERTY) LEGAL DESCRIPTION DRAWING INDEX BUILDING SECTION INDICATOR XX A.XXX WALL SECTION INDICATOR I XX A -XXX ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR MATCH LINE SEE XX/A-XXX MATCH LINE INDICATOR DRAWING REVISION INDICATOR EXISTING COLUMN GRIDLINE INDICATOR NEW COLUMN GRIDLINE INDICATOR DATUM INDICATOR OR WORK POINT /EL XXX.XX EL. XXX' -XX" X SPOT ELEVATION INDICATOR ROOM NAME XXXX ROOM INDICATOR <EIXXXXX> EQUIPMENT INDICATOR <XIXXXXX> FIXTURE INDICATOR <FIXXXXX <GIXXXXX> GRAPHIC/SIGNAGE INDICATOR MISCELLANEOUS INDICATORS FURNITURE INDICATOR 0228 (DOOR) OPENING INDICATOR (FI(XXXXX) FINISH INDICATOR WINDOW INDICATOR CEILING HEIGHT INDICATOR XXlXX XX� WALL TYPE INDICATOR MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) HEIGHT CEILING HEIGHT/MATERIAL/FINISH INDICATOR KEYNOTE W INNE N M MMINNNME EN PARTITIONS (NON -RATED PARTITION) (1 -HOUR RATED PARTITION) (2 -HOUR RATED PARTITION) (3 -HOUR RATED PARTITION) (4 -HOUR RATED PARTITION) SMOKE BARRIER SMOKE PARTITION RCP SYMBOLS - -1 e CEILING -MOUNTED 2'X2' FLUORESCENT LIGHT CEILING -MOUNTED 2'X4' FLUORESCENT LIGHT CEILING -MOUNTED 1'X4' FLUORESCENT LIGHT (HIDDEN) CEILING -MOUNTED STRIP FLUORESCENT LIGHT (EXPOSED) CEILING -MOUNTED STRIP FLUORESCENT LIGHT WALL -MOUNTED STRIP FLUORESCENT LIGHT DOWN LIGHT ACCENT DOWNLIGHT WALL -WASHER DOWNLIGHT SCONCE -TYPE (WALL -MOUNTED) LIGHT ® CEILING -MOUNTED EXIT LIGHT WALL -MOUNTED EXIT LIGHT 6 WALL -MOUNTED EXIT LIGHT STANDARD LIGHT FIXTURES HVAC DIFFUSERS (SIZE AND TYPE PER MECHANICAL DRAWINGS) HVAC RETURNS/EXHAUSTS (SIZE AND TYPE PER MECHANICAL DRAWINGS) CEILING -MOUNTED HVAC ITEMS CEILING -MOUNTED ACCESS PANEL x CEILING -MOUNTED FIRE SPRINKLER CEILING -MOUNTED SPEAKER ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS AB AIR BARRIER AB/VR AIR BARRIER VAPOR RETARDER AC ASPHALTIC CONCRETE, AIR CONDITIONING ACC ACCESSIBLE ACP ACOUSTICAL CEILING PANEL ACST ACOUSTICAL AD AREA DRAIN ADDM ADDENDUM ADJ ADJUSTABLE AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AF ACCESS FLOORING AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ARCH AUTO AWP ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL ACOUSTICAL WALL PANEL(S) BB BULLETIN BOARD BD BOARD BLDG BUILDING BLKG BLOCKING BO BOTTOM OF BOT BOTTOM BRG BEARING BRZ BRONZE BSMT BASEMENT BUR BUILT UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT, CEMENTITIOUS CG CORNER GUARD CH COAT HOOK CI CAST IRON CJ CONTROL JOINT CIP CAST -IN-PLACE CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CARPET CSWK CASEWORK CCTR CENTER D DBL EMO DET DF DIA DIAG DIV DM PF DN DR DS DW DWG DWR El FS EJ EL ELEC ELEV EOSL EQ EQUIP ESCEW AL EXH EXP EXIST DEEP, DEPTH DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EXTT ERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE EDGE OF SLAB ELECTRIC PANEL EQUAL EQUIPMENT ESCALATOR EACH WAY EXHAUST EXPANSION, EXPOSED EXISTING FA FIRE ALARM FCIO FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDTN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FH FIRE HYDRANT FHC FIRE HOSE CABINET FIG FIGURE FIN FINISH, FINISHED FLEX FLEXIBLE FLR FLUOR FLUOR�SCEONTRING FO FACE OF, FINISHED OPENING FO IC FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FP FIRE PROTECTION FIREPROOF FR FRAME, FIRE RATED FRMG FRAMING FRP FIBERGLASS REINFORCED PLASTIC FRT FIRE RETARDANT TREATED FT FOOT FEET FTG FOOTING FUT FUTURE FVC FIRE HOSE VALVE CABINET FWC FABRIC WALL COVERING FWP FABRIC WRAPPED PANEL(S) GAGE GA GALVANIZED GEN GENERAL, GENERATOR GFRC GLASS -FIBER REINFORCED CONCRETE GFRG GLASS -FIBER REINFORCED GYPSUM GFRP GLASS -FIBER REINFORCED PLASTIC GL GLASS GYP GYPSUM GYP BD GYPSUM BOARD HB HCHD HDBD HDW WD HO HORIZ HSS HT HVAC HIGH HOSE BIBB HOLLOW CORE WOOD HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HOLLOW STRUCTURAL STEEL HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING THROUGHOUT THE DRAWING SET. GU NCL FO NSUL WD NT KIT LAU LTG MAS MAX MDF MECH MED MEMB MGTZ MF MHR MIN MISC MTD MTL MVBL MWP N NO NRC NTS OC OD OPNG OPP ORD TS PBD PRCST PD PERP PLAM PLAS PNLND PL PRKG PROP T PTN RCP RECPT REF REREIN REREV REG VD RM RO RSCWD SDHED SGCT SGL SHTHG SIM SPEC SPKLR SQKR SS SST STC STD STL STOR STRUCT SUSP NSIDE DIAMETER NSULATED GLASS UNIT NCLUDE, INCLUDING N FORMATION NSULATE, INSULATION NTERIOR NDIRECT WASTE DRAIN JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD MEDIUM DENISTY OVERLAY MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE METAL WALL PANELS NORTH NOT IN CONTRACT NUMBER NOMINAL O SEAREDUCTION COEFFICIENT NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION OWNER: SABEY DATA CENTER PROPERTIES, LLC 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281-8700 FAX: (206) 282-9951 CONTACT: GLENN PARRY GENERAL CONTRACTOR SABEY CONSTRUCTION, INC 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281-4200 FAX: (206) 281-0920 CONTACT: GLENN PARRY ARCHITECT OF RECORD: CALLISON, LLC 1420 5TH AVENUE, SUITE 2400 SEATTLE, WA 98101. TELE: (206) 623-4646 FAX: (206) 623-4625 CONTACT: BRENDA ROSS SCOPE OF WORK AREA OF WORK IS WITHIN A 508 SQUARE FOOT AREA ON THE SECOND FLOOR OF AN EXISTING OFFICE SPACE. SCOPE OF WORK CONSISTS OF THE PARTIAL REMOVAL OF ONE EXISTING INTERIOR PARTITION AND THE INSTALLATION OF TWO NEW OFFICE PARTITIONS. NEW ELECTRICAL WORK AND INSTALLATION UNDER SEPARATE PERMIT BY OTHERS. RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD RECEPTACLE REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH, SPANDREL SOLID CORELLWOOD STOREEMUDEERAIN SECTION SAFETY GLASS SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED T&G TONGUETANDEGROOVE TC TRAFFIC COATING TEL TELEPHONE TEMP TEMPERATURE, TEMPORARY TER TERRAllO THK THICK, THICKNESS TO TOP OF TSTAT THERMOSTAT TV TELEVISION TYP TYPICAL UGND UNDERGROUND UNF UNFINISHED UON UNLESS OTHERWISE NOTED VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VNR VENEER VR VAPOR RETARDER VWC VINYL WALLCOVERING W WEST, WIDE, WIDTH W WITH W/O WITHOUT WC WATER CLOSET, WALLCOVERING WD WOOD WH WALL HYDRANT WP WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WR WATER RESISTANT WT WEIGHT WWF WELDED WIRE FABRIC XM FR TRANSFORMER YD YARD BUILDING ADDRESS INTERGATE. EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 PARCEL #1023049082 PREVIOUSLY PERMITTED PROJECT REFERENCE: PERMIT NUMBER D11-029 (3/2011) PARCEL 4: LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACH TO SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING A A POINT ON THE WESTERLY BOUNDRY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. BUILDING CODE CRITERIA ARCHITECTURAL A-001 GENERAL INFORMATION A-002 PARTIAL SECOND FLOOR LIFE SAFETY A-101 FLOOR, RCP, AND FURNITURE PLANS A-801 INTERIOR DETAILS A-802 INTERIOR DETAILS APPLICABLE CODES: BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE WAC 51-50 IBC AMENDMENTS 2009 EDITION ENERGY: 2009 WASHINGTON STATE ENERGY CODE WAC 51-11 2009 EDITION MECHANICAL: 2009 INTERNATIONAL MECHANICAL CODE FIRE: 2009 INTERNATIONAL FIRE CODE PLUMBING: 2009 UNIFORM PLUMBING CODE ELECTRICAL: 2008 NATIONAL ELECTRICAL CODE FUEL GAS: 2012 NATIONAL FUEL GAS CODE (NFPA 54) ACCESSIBILITY: IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 ICC/ANSI 117.1 2003 STATE BUILDING CODE, WAC CHAPTER 51-40 SEISMIC DESIGN CATEGORY D CONSTRUCTION & OCCUPANCY TYPES CONSTRUCTION TYPE 1A, FULLY SPRINKLERED OCCUPANCIES: B(BUSINESS)- 1ST FLOOR UPS RM B (BUSINESS) - 2ND FLOOR DATA CENTER H3 (LOW HAZARD STORAGE) - 1ST FLOOR GENERATOR LAND AREA: 46.15 ACRES EXISTING GROSS BUILDING AREA: FIRST FLOOR: 188,222 SF SECOND FLOOR: 183,292 SF THIRD FLOOR: 183,292 SF PENTHOUSE: 1,109 SF TOTAL 555,915 SF REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013 City of Tukwila BUILDING DIVISION EXISTING BUILDING HEIGHT: 3 STORIES EXISTING GRADE PARKING: 188 (ON GRADE) BUILDING ZONING: MIC/H MANUFACTURING INDUSTRIAL/ HEAVY (NO CHANGE) OCCUPANT LOAD: NO CHANGE TO EXISTING OCCUPANT LOADS GENERAL NOTES VICINITY MAP PAN SYMBOLS 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS, WHICH INCLUDE THE AGREEMENT, THE GENERAL CONDITIONS, DRAWINGS, AND SPECIFICATIONS, ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. BUILDING 2 107,489 S.F. OCCUPANCY S PARKING 1/1000=108 V -N SPRINKLERED UNLIMITED AREA 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS 6 INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. 6. 'B/S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH APPLICABLE SAFETY CODES, PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3411 S. 120TH PL. BUILDING 1 98,564 S.F. OCCUPANCY F PARKING 1/1000=99 V -N SPRINKLERED 1 11111 111 1ilIU111111;•1111111111 ea III 25' RECIPROCIAL ACCESS EASEMENT OWNER: mrAmihe A 1 3511 S. 126TH PL. 60' RECORDED NON BUILDABLE EASEMENT Ii% ril� ADJUSTED LOT LINE 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN WITHOUT GUARANTEE OF ACCURACY. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. 9. COORDINATE ALL WORK AS REQUIRED WITH BUILDING MANAGEMENT INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, THE FIRST TIME THEY APPEAR THEY ARE TYPICAL FOR SIMILAR CONDITIONS ELSEWHERE UON. BUILDING 3 161,445 S.F. OCCUPANCY F PARKING 1/1000=161 V -N SPRINKLERED 3433 S. 120TH PL. BUILDING 4 115,895 S.F. OCCUPANCY F PARKING 1/1000=116 V-1 FIR SPRINKLERED 11. ARCHITECTURAL SPECS NOT ISSUED FOR THIS PROJECT. 12. MECHANICAL, ELECTRICAL, AND PLUMBING IS TO BE FULLY ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION BY THE GENERAL CONTRACTOR. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE. 13. REPAIR DAMAGED FIREPROOFING AS NEEDED WITH APPROVED MATERIALS. 3355 S. 120TH PL. EXISTING BUILDING FIRE WALL ......... 60' RECORDED NON BUILDABLE EASEME 8011114 194TH STRFFT BUILDING 5 188,222 S.F. OCCUPANCY F PARKING 1/1000=188 I -FR SPRINKLERED AREA OF WORK -SECOND FLOOR ONLY FE FIRE EXTINGUISHERS MOUNTED TO WALL WITH BRACKET IN WALL -MOUNTED CABINET EXISTING TO REMAIN (SHOWN SHADED) EXISTING TO BE DEMOLISHED (SHOWN DASHED) NEW TYPE OF WORK RECEIVED CITY OF TUKWILA JUN 1 4 2013 PERMIT CENTER S 126TH STREET J:\Projects\Sabey\MSA Studies 2013\Akamai TI\CaddSDC42-01A\Sheets\sdc421a a-001.dwg 6/7/13 4:29 PM COPYRIGHT ® 2013 CALLISON H W H F- W d A-001 REMODEL ISSUED / REVISED PERMIT SET 0 Z O o - ▪ N m 4 0 v coco co a) J I- s- 0 0 0 LL 0 U- o LO O • 0) co o • N 00.0 N NCO 03 O 0 0 0 N N v) 3 0 0 0) CO M N it I- 0 LU Et a DATE 06/10/2013 GENERAL INFORMATION H G F E C B 1 2 3 4 5 6 7 8 9 10 11 12 4000 14 300 1. EXIST. DATA CENTER EXIST. DATA CENTER 1 EXIST. DATA CENTER DATA. CENTER DATA CENTER 1 EXIST. DATA CENTER 1 EXIST. DATA CENTER EXIST. DATA CENTER DATA CENTER FMK EXIT OCCUPANT LOAD: 124 REQ. DOOR WIDTH: (.2X105) = 24.8" PROVIDED EXIT DOOR WIDTH: 32.75" REQ. STAIR WIDTH: 44" PROVIDED STAIR WIDTH: 48" omcE B 77 100 DATA CENTER STORAGE BOP ROOM OFFICE EXIT OCCUPANT LOAD: 105 REQ. DOOR WIDTH: (.2X105) = 21" PROVIDED EXIT DOOR WIDTH: 32.75" REQ. STAIR WIDTH: 44" PROVIDED STAIR WIDTH: 48" CPT=6. TD=104 B 1363 _CPZ TD=1 II i it II rte, E®�L 14 1 100 L J_ ---,—J EXISTING MECHANICAL AREA POWE. B EXISTING DATA CENTER 9893 33 300 1 EXISTING DATA CENTER EXISTING UNOCCUPIED SPACE r 10 r" -r i• POWER U11 M! I iLiL I�! ;, JI POWER (111._ 1 1 PARTIAL SECOND FLOOR LIFE SAFETY P_AN 1/16"=1'-0" LID C_ LIEtain Li 4_1E2 AREA OF WORK FIRE/LIFE SAFE -Y LEGEND A 3962 14 300 CPT- XX' OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD NUMBER OF REQUIRED EXITS PATH OF EGRESS TRAVEL COMMON PATH OF TRAVEL (WITH DISTANCE INDICATED IN FEET) TD XX' TRAVEL DISTANCE E E (WITH DISTANCE INDICATED IN FEET) OCCUPANT LOAD AT EXIT/EXIT DOORWAY INDIVIUAL SPACE ARROW INDICATES DIRECTION OF OCCUPANT EGRESS EXIT SIGNAGE- EXISTING CUMULATIVE OCCUPANT LOAD AT EXIT EXIT SIGN WITH DIRECTIONAL INDICATOR- EXISTING EXIT SIGN EXISTING 2009 IBC REFERENCES EXIT ACCESS (1014) EGRESS THROUGH INTERVENING SPACES (1014.2(1) EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE AREAS SERVED ARE ACCESSORY TO ONE OR THE OTHER, ARE NOT A GROUP H OCCUPANCY AND PROVIDE A DISCERNABLE PATH OF EGRESS TRAVEL TO AN EXIT. EXCEPTION: MEANS OF EGRESS ARE NOT PROHIBITED THROUGH ADJOINING OR INTERVENING ROOMS OR SPACES IN A GROUP H, S OR F OCCUPANCY WHEN THE ADJOINING OR INTERVENING ROOMS OR SPACES ARE THE SAME OR A LESSER HAZARD OCCUPANCY GROUP. COMMON PATH OF TRAVEL (1014.3, EXCEPTION 1) THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN GROUP B, F AND S OCCUPANCIES SHALL NOT BE MORE THAN 100 FEET, PROVIDED THAT THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. EXIT AND EXIT ACCESS DOORWAYS (TABLE 1015.1) TWO EXITS OR EXIT ACCESS DOORWAYS SHALL BE PROVIDED IN B OCCUPANCY WHERE THE OCCUPANT LOAD EXCEEDS 49 PEOPLE. TWO EXITS OR EXIT ACCESS DOORWAYS SHALL BE PROVIDED IN S OCCUPANCIES WHERE THE OCCUPANT LOAD EXCEEDS 29 PEOPLE. EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.1): (ASSUMES A FULLY SPRINKLERED BUILDING.) GROUP S-1: 250 FEET GROUP B: 300 FEET DEAD END CORRIDORS (1018.4, EXCEPTION 2) IN OCCUPANCIES IN GROUPS B, E, F, I-1, M, R-1, R-2, R-4, S AND U, WHERE THE BUILDING IS EQUIPPED THROUGH -OUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE LENGTH OF THE DEAD-END CORRIDORS SHALL NOT EXCEED 50 FEET. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013 City of Tukwila BUILDING DIVISION irlimplempor r11%/1% frorAP,7=PAIIM KEY P _AN N.T.S. RECEIVED CITY OF TUKWILA JUN 142013 PERMIT CENTER c49. 0 t- 0 LO 0 U- O U - Z 0 U) —J E 0 z. O c # 0 1= J CO /4 9 V N U) co co co a) a) O O co r 141 0) 0▪ 3 c0 N N CO CO 0 0 N N REMODEL W V LI. LI. 0 E W 0 cNi d- J < U0 - Op= 1— coI— cn I o Q LON W • o2 W Z 1— 0 J• o W m u) Z C,r) co co 0) J F- O O 0 0) co M 0 I— w 0 ISSUED / REVISED DATE PERMIT SET 06/10/2013 J:\Projects\Sabey\MSA Studies 20131Akamai TI\CaddSDC42-01A\Sheets\sdc421a a-002.dwg 6/7/13 4:29 PM COPYRIGHT © 2013 CALLISON PARTIAL SECOND FLOOR LIFE SAFETY PLAN A-002 1 2 4 6 7 8 9 10 11 12 REMOVE PORTION OF EXISTING CARPET; CONTRACTOR TO COORDINATE WITH NEW WORK OFFICE 285A REMOVE EXISTING DOOR REMOVE PORTION OF EXISTING WALL EE CONTRACTOR TO VERIFY EXTENT OF REMOVAL OF EXISTING DEMOLITION P 1/4"=1'-0" • UI • _AN OFFICE 285A EQ (KOP-I1 B�S / 10'-0 AFF NEW 2'X4' CEILING GRID AND TILE; PER B/S MODIFICATIONS TO EXISTING HVAC AND FIRE SPRINKLER; BY OTHERS UNDER SEPARATE PERMIT LIGHT FIXTURES THROUGHOUT; BY OTHERS; UNDER SEPARATE PERMIT I- GWBI B/S 9'-2" AFF REFLECTED CEILING P_AN 1/4"=1'-0" WALL 23'-0" NEW WALLS, STUDS TO U/S OF STRUCTURE IF STOCK ALLOWS, GWB TO U/S OF CEILING FINISH WALL TO MATCH EXISTING SABEY FP NEW CARPET THROUGHOUT: T.B.D. OFFICE 285A NEW PAINT THROUGHOUT: SHERWIN-WILLIAMS, SW7052, GRAY AREA FP FP 2 A9 A-802 BUILDING STANDARDS: OSB WAINSCOT W/ STAIN CRESCENT BRONZE 3114, DILUTE 25% WATER, APPLY W/ SPRAYER BLACKENED SCREWS / WASHERS - BY DYNAMIK METAL TRIM PAINT - SHERWIN-WILLIAMS, SW7052, GRAY AREA ALIGN ALIGN 16'-0" A-101 7'-6" FP ALIGN CARD READER; REFER TO DETAIL A3/A-802 FOR LOCATION AND MOUNTING HEIGHT NEW DOUBLE DOOR TO MATCH EXISTING, H.M. FLUSH DOOR AND FRAME, PAINTED/SHERWIN-WIWAMS, SW7047, PORPOISE HARDWARE TO MATCH BUILDING STANDARD, VERIFY W/ TENANT REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013 City of Tukwila BUILDING DIVISION OFFICE 285A ALL FURNITURE TO BE VERIFIED WITH TENANT, TYP EXISTING GENERAL CONSTRUCTION NOTES: 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 4. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 5. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. GE \ERAL RCP \OTES: 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 3. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES. EXTENT eF NEW WORK OSB WAINSCOT PER B/S 7- NON -RATED PARTITION INFILL ABOVE HARD LID; WALL FINISH TO MATCH BUILDING STANDARDS CARD READER FURNITURE PAN 1/4"=1 '-0" INTERIOR ELEVATION 1/4"=1'-0" AREA OF WORK 7'-0" KEY PSN N.T.S. t 2„. 1 2. RECEIVED CITY OF TUKWILA JUN 1 4 2013 PERMIT CENTER Q L 0 0 LL L 0 LL 0 0 ti co REMODEL W tI u. LL 0 a W D U D'c\JQoo Q 0- r O ❑= a CO (/) I o < V Q W ZCl I- J Q JO (n cc D W m I— I— cols) Z co O 0 0 rn co C) N I- 0 w 0 a ISSUED / REVISED DATE PERMIT SET 06/10/2013 J:\Projects\Sabey\MSA Studies 20131Akamai TI\CaddSDC42-01A\Sheets\sdc421a a-101.dwg 6/7/13 4:29 PM COPYRIGHT © 2013 CALLISON FLOOR, RCP, AND FURNITURE PLANS A-1 07 0 rn 0 U N CO .0 N Co Orn O N � LL 7 8 9 10 11 12 J:\Projects\Sabey\MSA Studies 2013\Akamai TI\CaddSDC42-01A\Sheets\sdc421a a-801.dwg 6/7/13 4:29 PM COPYRIGHT ® 2013 CALLISON OWNER: W > N Z 0 in W ao V o a- o0 r E 0 0 0 �_ Lotirn 0 a . co o) •, CI.. o> r N N LL o o I— a N N co W - — co co c m O L– o o a (V = CO N N Q Z 0 U, J J V CALLISON www.callison.com RE C/) W D U a. N Q CO d- _I c0 -Co=rn WI-"Frn u) . o Q O Q N W LL W Z F- 0 O o� - a CLD i 2 Wca H M4 M Z co 0 O 0 0) CO M N I - w 0 SSUED / REVISED DATE ERMIT SET 06/10/2013 NTERIOR DETAILS A-801 C9 C3 A-801 A-801 THE PARTITION -TYPE DESIGNATION OR ` ` 1 WALL DESIGNATION IS A THREE -TYPE -UNIT ! CODE THAT INDICATES THE CONFIGURATION, FIR E -F ATEV ASSEMBLY: 1 NOTE: ALL PARTITIONS HERE 1 I r/ A 1 a CONSTRUCTION AND INSULATION OF THE C ON T 1 LS FROM FOUNDATION, MAY BE MASONRY OR FRAMING AS FOLLOWS: ! �-RO J,, ' ^:L_ : �� 1P`..' �� W/FINISH MATERIALS. SEE —0PARTITION ✓ 1 a t / I I PARTITION -TYPE INDICATOR - INSULATIONPER THIS DETAIL BELOW INSULATION(PER O A POINT T ABOVE ALL IJALFN \ /' FOR SPECIFIC CONSTRUCTION. 1I CONSTRUCTION OF PARTITION/WALL VERTICAL CONFIGURATION OF PARTITION/WALL ---=----------- I FRAMED PARTITIONS W/FINISH I 1 I MATERIALS ARE GRAPHICALLY - -! r:ZERL (EuASSEMBLY: FIRE -RATED ASSEMBLY: T, RE R T_D ASSEMBLY: INDICATED HERE FOR CLARITYFRAMING, INSULATION AND WHERE _I_I-OCCURS, •.-� t .. CEILING FRSMl,G, .,ULAION,, ;CURS; /\'\�✓\1WHERE CEILING OCCURS, r GELLING_; WHERE , ERE NO PARTITION/WALL SYMBOLOGY ._N-IOU.FROM SLAB/FLOOR, OO , hC3__Y SO CONTINUOUS FROM FLOOR BELOW TO UNDERSIDE OF CONTINUOUS :1J' BELOW T' FRC R IN REFERENCING DETAILS AND FRAMING ATTACHMENTS. FOR FINISH MATERIALS (OR MASONRY) TO DECK ABOVE FRAMING, I S,L�-I H ANC F�I`-MATERIALS CMS; FRAMING, AND TdIS!MATERIALS INSULATION, nnG � 7 UNDERSIDE 0- \ ! FRAMING, NE!EiN, OCCURS. FRAMING. N FINISH Y --RI!,S — �� �T^N, AND V DETAILS PER s BELOW T �1D-FS 01 ELOOR/DEfK % DECK ABOVE RATED CEI S ABOVE TOPS AND BOTTOMS OF MASONRY PARTITIONS,SEE STRUCTURAL DRAWINGS. -. ABOVE , ._. PAIS- tC- rLS t L G0 ....< V ,^F \ ' y � OV, S n r !LNG. Fi,•lSrj ,EKI LC; I K, CESSARY L(CHT PARTICI — NO INSULATION ,TI%h, SEF A A11 A11 I/ a BATT ACOUSTICAL INSULATION A-801 \ A-801 I r f , } BATT THERMAL - - _ 1 1 INSULATION C" ! ; _ _ --� i I -T- --....__ . i INSULATION DESIGNATION ll r EI] ,� A L- 1 yJ, _ ` ;,,, r . ; I :•.. i•l, CONSTRUCT --:.; ,:-5 •1: .1 SECTION _,. �.. -�, ... �-�.�I:vla :.:.� CONSTRUCT R IBC 200'9, SECTION lOc CONSTRUCT iL.`•1F!CA!!ON PER 13C 200'., S C ION 7033 15ENTIFgi=nT'ON � �- :. ( :-S _Ift. ..v EE'RIBC PER BO EIRE - (:11 'n SECTION .E. _.. .., , ... _.vll..!, L„ CONSTRUCT U 0 SECTION 707 CONSTRUCT 20C/9OECTION 703 IDENTIFICATION rt PARTITION CONSTRUCT ,,: '�.' 1 PER IBC 2006, SECTION 708 �,\�,: ,1_ rte:. :E?., ^'.:�PER _'; PER IBC 2009, SECTION 709 CONSTRUCT BC PER IBC 2009 SECTION 703 'DENT FiCATION PER IBC i _C�.,, 2/B, - I ! . - ; \: _ _. f ! \ -- 1 T : ' ' ' !\ ---- I- Q r „I : , �, \ ' , I ! . ;--,! �;(., __ \0N FRE RATED J ..:, :un ,: .�-- „I C _.1. J y, ,n, r JCI. nn,,: �-:.1- �,. ! �C/`,..�,�f ;, .11, rM1. .: ,I '.f -'.':: PARTITION ', PARTITION] .... .. PART .. .1 ..: -;r .,:' !,.: .. :. `, : :., INI]:. .,�_.-t.: . _4 FULL HEIGHT PARTITION ,:,,...,_.:� tv :-1 ,.,:,I!::L �I.,:: :,!.:5:, �.,�I��,:�4. A.,TI;;C;�_a �7�,L.�� ;`''.i ,_:`i_a.t. ::,.,.:a� :_I;; ,;-��t�:lll�_;I� FURRING 'i SECTION :'� ? SE..I�,N w 009 SECIION 703 �; NOTES: 1. SEE 2 WHERE REQUIRED THAT FIRE SPECIFICATION FOR STUD SPACING AND GAGE. FIRE AND/OR SOUND RATINGS ARE. INDICATED,THE / SHALL BE CONTINUOUS BEHIND ABUTTING NONRATED AND/OR ACOUSTIC PERFORMANCE IS NOT GYPSUM BOARD PARTITIONS SO COMPROMISED. PARTITION/WALL CONFIGURATIONS PARTITION -TYPE LEGEND NO SCALE C1O1OFP-03 NO SCALE C1010FP-01 . � 5 8" GYPSUM BOARD EACH SIDE METAL STUDS 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS EXISTING CONCRETE SLAB I -.4140 INSULATION IF NOTED r.. lINSULATION �, 11 IF NOTEDIz a n a v ! °H."'IIIIIIIIIII REV1EV1tED FOR ! ))) (((I )))1 ( ((( CODE COMPLIANCE APPROVED JUL 0 3 2013 — —\ CASING BEAD WHERE EXPOSED TO VIEW, TYPICAL — Q c� 3 5/8" METAL STUDS City of Tukwila BUILDING D1VION 6" METAL STUDS FIRE -RATED JOINT ASSEMBLY CONSISTING OF OFFSET -LEG TOP TRACK, OVERLAPPING GYPSUM BOARD, AND SEALANT. (NUMBER OF GYPSUM BOARD LAYERS VARIES PER DESIGN) '- ARE -RATED JOINT OFFSET -LEG TOP OVERLAPPING GYPSUM OF GYPSUM BOARD ASSEMBLY CONSISTING OF TRACK, GYPSUM BOARD LINER, BOARD, AND SEALANT. (NUMBER LAYERS VARIES PER DESIGN) X X FASTENERS TYPICAL A-801 PER DETAIL X X OSECTION ACROSS PARTITIONS O SECTION ACROSS SHAFT WALL PARTITIONS • CCONSTRUCT PARTITION PARTITION 1 H R EIRE- RATEDl CON 2HR, AND 3HR FIRE -RATINGS, 1HR, 2HR, PER UL DESIGN HW -D-0060 CONSTRUCT AND 3HR FIRE -RATINGS, PER UL DESIGN HW -D-0119 OR HW -D-0120 NO SCALE C1010FP-22 NO SCALE C1010FP-09 CONSTRUCT PER UL DESIGN NO U419 At CONTRACTORS OPTION GENERAL NOTE: MAINTAIN DEFLECTION CAPACITY FIRE -RATING AT ALL STRUCTURAL AND MEMBERS EXISTING CONCRETE STRUCTURE 4 d ,y 4 4- 4 �VJN ® 'd d CL f'-� a d d ... 4 - — d d d •C ' d d d : • .d 4 4 EXISTING CONCRETE STRUCTURE 4 4 .. d • ' 4 - 4 d d.d 4 � . d _ 4 4Q__4¢ 7a - 4 EXSTING CONCRETE SLAB 4G•� • d. 4 aNQ� d44 4. ..LA! T' d dd d Qa4 C.7 d ! d4 4 d. 4 T b 4d d4 0 4 G L 6 il> A © v y, td ,> P <� _:d•dM a ,>d nQ z. 6" X 3" X 6" LONG ANGLE, SEISMIC DESIGN CATEGORY A AND B: c o CASING BEAD WHERE EXPOSED TO _ GENERAL NOTES: ACOUSTICAL T- VIEW, TYPICAL LLH (20 GAGE MINIMUM) - SINGLE BRACE: r1 [ SEALANT AND BOND 1111MAINTAIN FASTEN ANGLE TO CONCRETE WITH (4) HILTI 20 GAGE MINIMUM DEEP LEG TRACK OR. SLOTTED BREAKER TAPE SEISMIC DESIGN CATEGORY A AND B: TRACK TO ALLOW 3/4" DEFLECTION. DEFLECTION CAPACITY AND FIRE -RATING AT ALL STRUCTURAL MEMBERS " CASING BEAD, TYP SEISMIC DESIGN CATEGORY A AND B: HILTI X -U 0.157 DIAMETER POWDER -ACTUATED FASTENERS AT 18" OC, EMBED 3/4" PER ESR -2269 FASTEN BRACE TO ANGLE WITH (3) X -U 0.157" DIAMETER POWDER -ACTUATED NO 8 SCREWS FASTENERS, EMBED 3/4 , PER ESR -2269 OR DOUBLE BRACE: SEISMIC DESIGN CATEGORY (5) HILTI X -U 0.157" DIAMETER CEILING TRACK WITH INTUMESCENT STRIPS ARE -RATED JOINT ASSEMBLY CONSISTING OF SLOTTED TRACK WITH INTUMESCENT CEILING TRACK WITH FILL VOID WITH PACKING INTUMESCENT STRIP MATERIALS STUDS CUT 3/4 SHORT TO ALLOW 3/4 DEFLECTION AT TOP OF FINISH MATERIALS (WHERE OCCURS) PROVIDE 3/4" CLEAR SPACE TO ALLOW 3/4" DEFLECTION. DO NOT SCREW FINISH MATERIALS SEISMIC DESIGN CATEGORY C, D, E, AND F: HILTI X -U 0.157" DIAMETER POWDER -ACTUATED FASTENERS AT 12" OC, EMBED 3/4" PER ESR -2269 C, D, E, AND F: POWDER -ACTUATED FASTENERS, EMBED 3/4", (3) NO 10 SCREWS PER ESR -2269 / SEISMIC DESIGN CATEGORY C, D, E, AND F: SINGLE BRACE: FASTEN ANGLE TO CONCRETE WITH (5) HILTI STRIPS AND OVERLAPPING GYPSUM BOARD. (NUMBER OF GYPSUM BOARD LAYERS VARIES PER DESIGN) FIRE -RATED JOINT CONSISTING OF SLOTTED INTUMESCENT STRIPS, GYPSUM BOARD AND LINER. (NUMBER OF ASSEMBLY TRACK WITH OVERLAPPING GYPSUM BOARD GYPSUM BOARD INTO TOP TRACK - FASTEN INTO STUDS ONLY X -U 0.157" DIAMETER POWDER -ACTUATED FASTENERS LAYERS VARIES PER DESIGN) FASTENERS, EMBED 3/4 PER ESR -2269 AT PARTITIONS WITH ACOUSTICAL INSULATION, BRACE OF STUDS (OR , DOUBLE BRACE: TYPICAL PER DETAIL A-801 INSTALL GYPSUM BOARD 2" SHORT TO ACOUSTICAL NON -ACOUSTICAL AT TOPA7 A-801 DOUBLEDPARTITION STUDS)PER (8) HILTI X -U 0.157" DIAMETER ACCOMMODATE LARGER ACOUSTICAL SEALANT PARTITION, TYP PARTITION, TYPPOWDER-ACTUATED DDETAIL FASTENERS, EMBED 3/4", . JOINT NEEDED TO ACHIEVE 3/4" DEFLECTION / PER ESR -2269 O SECTION ACROSS PARTITIONS O SECTION ACROSS SHAFT WALL PARTITIONS O PARTITION TO SLAB O PARTITION TO SLAB EDGE/OPENING O PARTITION BRACE TO SLAB 1HR AND 2HR FIRE -RATINGS, 1HR AND 2HR FIRE -RATINGS, CONSTRUCT PER UL DESIGN HW -D-0581 CONSTRUCT PER UL DESIGN HW -D-0585 r. C3 INTERSECTION OF NON -RATED PARTITIONS WITH CONCRETE S_AB INTERSECTION FOR FIRE -RATED PARTITIONS WITH CONCRETE S_AB ABOVE 3"=1'-0" C1010FP-29 C 3'=1'-0" C1010FP-49 w w t,., - - - - - - - - X3" X3 ANGLE (20 GAGE MINIMUM), FASTENED TO TRACK X AND BRACED PER m w w I I I I I I I I AT SINGLE BRACE - FASTEN ANGLE TO BRACE WITH (4) NO 10 SCREWS AT DOUBLE BRACE -FASTEN DOUBLE BRACE TO BOTH ANGLES WITH (6) NOo 10 SCREWS THROUGH BRACE AND J g z °- 2 N „I N o a ! METAL STUDS (PER ES REPORT ESR -2054), MAXIMUM HEIGHT 20'-0" I FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS / \ DETAIL AT RIGHT o I BOTH ANGLES = " - Z c. w GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) + ♦ +\ 20 GAGE MINIMUM ` - - + + DEEP LEG TRACK OR ! J Y 1- - FASTENERS: SLOTTED TRACK - I— _ v Q AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): T T - - - - ,r -T 20'-0" MAXIMUM TOTAL SPAN J m PROVIDE (2) NO 8 X 1" WOOD SCREWS AT �� FOR WALLS TO 1 O' -O" - BRACE WITH 362S137-33 AT 8'-O" l (Du) o ,'Y �� 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMIM OC MAXIMUM OC AND AT EACH WALL METAL STUDS, CUT ix a o o�CD STAGGERED FOR 2 LAYERS GYPSUM BOARD END. ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE. FOR WALLS TO 15'-O" - BRACE WITH DOUBLED 362S137-33 AT 8'-0" MAXIMUM OC AND AT EACH WALL END. ALTERNATE DIRECTION I 3/4" SHORT FOR m 3/4" DEFLECTION m Q FINISH MATERIALS VARY m (MAXIMUM WEIGHT EQUAL o TO 2 LAYERS GYPSUM lo I BOARD EACH SIDE PLUS - APPLIED FINISHES) AT SINGLE BRACE -FASTEN ANGLE TO TRACK WITH (8) NO 10 SCREWS AT DOUBLE BRACE - FASTEN(2) ANGLES TO TRACK WITH (8) NO 10 SCREWS AT EACH ANGLE � —AT ALL ACOUSTICAL I ACOUSTICAL INSULATI SEALANT AT BOTTOM TO APPLICATION OF EACH SIDE AT CIP CONCRETE AND POST -TENSIONED CONCRETE FLOOR: PROVIDE HILTI X -U 0.157" DIAMETER POWDER -ACTUATED FASTENERS, EMBED 3/4" PER ESR -2269. 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, OF BRACES ALONG LENGTH OF WALL. FASTEN DOUBLED STUDS TOGETHER WITH NO 8 SCREWS I I I 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT 24" MAXIMUM OC. w RECEIVED I v V "� OF TUKWILA T CD N CITY O SECTION ACROSS PARTITION O SECTION ACROSS BRACING TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE - PTN-TO-FLR T JUN 1 4 CONNECTION PERMIT CENTER 2013 IBC SEISMIC DESIGN CATEGORY C, D, E, AND E A7 FOR SEISMIC SITUATIONS 3"=1'-O" C101OFP-48 Al 1 3"=1'-O" C101OFP-08 bl32P J:\Projects\Sabey\MSA Studies 2013\Akamai TI\CaddSDC42-01A\Sheets\sdc421a a-801.dwg 6/7/13 4:29 PM COPYRIGHT ® 2013 CALLISON OWNER: W > N Z 0 in W ao V o a- o0 r E 0 0 0 �_ Lotirn 0 a . co o) •, CI.. o> r N N LL o o I— a N N co W - — co co c m O L– o o a (V = CO N N Q Z 0 U, J J V CALLISON www.callison.com RE C/) W D U a. N Q CO d- _I c0 -Co=rn WI-"Frn u) . o Q O Q N W LL W Z F- 0 O o� - a CLD i 2 Wca H M4 M Z co 0 O 0 0) CO M N I - w 0 SSUED / REVISED DATE ERMIT SET 06/10/2013 NTERIOR DETAILS A-801 1 2 3 4 5 7 8 9 10 11 12 J:\Projects\Sabey\MSA Studies 2013\Akamai TI\CaddSDC42-01A\Sheets\sdc421a a-802.dwg 6/7/13 4:29 PM COPYRIGHT ALL w z 0 0 0 U- L 0 U_ Q E Z U 0 0 c N H o J J J c O T E O In 0 ti O 0 coO • T N 0 ao CO 43 N N N CD CO O O N N IN ▪ 3 O 0 co Cr) N 4* I- U w CC a ISSUED / REVISED DATE PERMIT SET 06/10/2013 INTERIOR DETAILS A-802 3/4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT FASTEN TO STRUCTURE PER CISCA 3-4 EXCEPT AS INDICATED IN DETAILS C AND F, COMPONENTS LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 FASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END (FIGURES 2, 3, 4, AND 5) AS MODIFIED OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SHALL BE CONNECTED TO STRUCTURE ABOVE BY DEGREES (IN PLAN) FROM EACH OTHER AND IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE. BY ASCE 7-05. SECTION 13.5.6.2.2 PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND (1) 12 GAGE TAUT OR SLACK WIRE SECURED TO MAIN RUNNER WITHIN 2" OF BRACED FROM STRUCTURE INTERSECTION. EACH END OF EACH WIRE TO BE LOOPED AND WRAPPED AROUND ITSELF 3 I %.. I ILIGHT FIXTURES WEIGHING MORE THAN i TIMES MINIMUM WITHIN A 3 MAX LENGTH PROVIDE CEILING I EXPANSION JOINTS AS C: HANGAR WIRE AT EACH PERIMETER MAIN PERIMETER ROSSE EE D WHERE HANGAR WIRES ARE MORE THAN 1:6,WEIGHING 12 GAGE MINIMUM HANGAR WIRES CCOUNTER-SLOPING WIRIES 10 POUNDS AND LESS THAN 56 ` POUNDS, AND AIR ERMINALS/SERVICES MORE THAN 20 POUNDS AND LESS THAN 56 POUNDS SHALL BE �� ' ' NECESSARY, DIVIDING 00H,PRO IE SEISMIC DESIGN FLEXIBLEATEGORY CONNECTON CEILING INTO AREAS No A GREATER THAN 2500 SFTO SPRINKLER HEAD THAT 5;� ALLOWS CEILING TO MOVE 3/8" IN ALL HORIZONTAL DIRECTIONS STABILIZER BAR TO PERIMETER AT 4'-0" OC EACH DIRECTION - NO MORE THAN 1:6 OUT -OF -PLUMB TYPICAL O0 0 CONNECTED TO STRUCTURE ABOVE BY (2) 12 GAGE TAUT OR SLACK WIRES ATTACHED AT DIAGONAL CORNERS\� 0011.11.11 SEISMIC DESIGN CATEGORY D, E, �/MAINTAIN ANF F: METAL -FRAMED TRAPEZE ` j / EE SPACING MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) HEAVY DUTY AS NECESSARY TO AVOID OBSTRUCTIONS WIRE LOOPED AND .WRAPPED AROUND ITSELF 3 TIMES MINIMUM MAINTAIN HANGAR WIRE LIGHT FIXTURES AND AIR TERMINALS/SERVICES WEIGHING MORE THAN 56 POUNDS AND ALL PENDANT LIGHT FlXTURES .SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE / �� \ PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS AT EACH END OF HANGAR WIRE SPACING AND CAPACITY WITHIN A 3" MAXIMUM LENGTH BELOW OBSTRUCTION ABOVE USING APPROVED HANGARS \ 11 \ �� Ell 1 } i d A -sot ACOUSTICAL CEILING PANELS LIGHT FIXTURES, AIR-_ TERMINALS, AND SERVICES SHALL BE POSITIVELY FOR SPANS 20 GAGE 1 UP TO 6'-0", USE A SINGLE 5/8 COMPRESSION STRUT ATTACHED TO THE CEILING SYSTEM LOCATE BRACING AT 12'-0" OC EACH FASTENED TO MAIN TEE WITH (2) NO 8 8" MAX 2 X 2 CLOSURE ANGLE,WITH SCREWS AND TO STRUCTURE 2 HILT! ( ) / SEE NOTE AT MINIMUM. TOP. COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635, ASTM C636, CISCA 3-4, AND ASCE 7-05, SECTION 13.5.6. DIRECTION AND WITHIN 61-0" OF PERIMETER WALLS, PARTITIONS, OR EXPANSION JOINTS X -DNI .145 DIA X 3/4" FOR SPANS UP TO 9'-0", USE DOUBLE OPERIMETER SUPPORT COMPRESSION O GENERAL SUPPORT O LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT O LAERAL BRACING FOR CEILINGS EXCEEDING 144 SF STRUT O EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF O SPRINKLER HEAD CLEARANCE NOT REQUIRED IN FOR CEILINGS LESS SEISMIC DESIGN CATAGORY C CONTRACTOR OPTION FOR CATEGORY C: PROVIDE ALTERNATIVE THAN 144 SF ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1 LATERAL BRACING DESIGN BASED NOT REQUIRED IN SEISMIC DESIGN CATEGORY C INSTALATION OF SUSPENDED ACOUSTICAL CEILING - IBC SEISMIC DESIGN- CATEGORY C SYSTEMS DI E, AND F NO SCALE C3030AC-01 8" MAXIMUM / / 3/4" CLEAR AT UNRESTRAINED END EACH DIRECTION SEISMIC CLIP PER ES REPORT ESR -1222\ F DC3 SCHEDULE MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) BEYOND OPENING DOOR FRAME DETAILS REMARKS TEGULAR-EDGED ACOUSTICAL CEILING PANEL SIZE FIRE NO ROOM NAME HDWE W H RTG TYPE CONFIG FIN TYPE CONFIG FIN HEAD JAMB(S) SILL 285A OFFICE - PR 3'-0" 7'-0" 45 HM F P-1 HM 1 P-1 C9/A-802 C11/A-802 N/A REFER TO BUILDING STANDARDS TO CONFIRM HARDWARE & FINISHES 7/8" CLOSURE ANGLE P-1 - SW7052, GRAY AREA ALT PERIMETER SUPPORT FOR SUSPENDED WITH TEGU_AR-EDGED ACP SYSTEM TILES 6"=1'-0" C3030AC-12 PARTITION PARTITION -TYPE VARIES -TYPE 4.---------- VARIES BEVEL AT LATCH EDGE HOLLOW METAL HOLLOW METAL FRAME N FRAME N 1 F (FLUSH) FRAME CONFIGURATION LEGEND DOOR CONFIGURATION LEGEND DOOR LEAF DOOR LEAF _,__ . _.. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013 City of Tukwila BUILDING DIVISION HOLLOW METAL HOLLOW METAL FRAME - DOOR HEAD FRAME - DOOR JAMB DOOR LEGEND C9 6"=1'-O" C1020-01 � 6"=1'-O" C1020-04 C5 1 /4"=1'-O" � V/ FOR EXACT LOCATION Al 1-,- TATRANSITIONDOOROPENINGUNDER: DOOR I OR EDGE AT DOOR OR CASED A-802 OPENING, SEE DETAIL LEAF. LOCATE AS SHOWN DEPENDING UPON DOOR WALL END OR EDGE 1 WALL END (WHERE OCCURS) LEAF LOCATION (WHERE OCCURS) � WALL SEGMENT 2'-0" WIDE OR LESS '�' NOTES: / E N�,,,,,,,,,,,,,,,,,,,,,, �� ////. a w DOOR FRAME OR FIRE ALARM 1. USE THIS DETAIL TO LOCATE DEVICES EQUAL EQUAL w ,;� WINDOW FRAME THAT ARE INDICATED ON THE DRAWINGS / / cc z /j cc " N 'Eiji BUT NOT LOCATED BY DIMENSION, OR - o V ZSC-j - TO LOCATE REQUIRED DEVICES THAT _ o ix of cc a- ARE NOT INDICATED ON THE DRAWING. - o w vii J LU ~ 6 " THERMOSTAT OR 2. ALIGN MULTIPLE DEVICES i w / TEMPERATURE SENSOR HORIZONTALLY AND/OR VERTICALLY AS DETAILED. < WINDOW, DC "FEATURE" OR -HAT cD o - - SEPARATES WALL /3. THAN CAL INTO SEGNENTS /////�� ES SHALL BE MOUNTED / NEAR DOORWAYS OR INTERSECTING / I =RECEPMTACLOTHER WALLS AS DETAILED SO AS NOT TO a " ::: OF `j / - TELEPHONES, DOOR SWITCHES, DOOR INTERFERE WITH THE PLACEMENT ���, VI� 11 , I ll`" ' ' ;, '' CONCRETE SLAB o - CONTROLLERS, FIRE ALARM PULL ART OR FURNITURE -- EXCEPT THAT '•u, <` 2" " 2/ /�o it v / SWITCHES, LIGHT SWITCHES AND SIMILAR ITEMS THE INTENT IS TO ( ALIGN TOPS OF ALL ITEMS WHILE WHERE THE WALL SEGMENT IS LESS �� THAN 2 -0 WIDE, CENTER THE " 2 > V ° ° ° p ° ° °. ° ° ... ° ° AT CASED OPENING: TRANSITION AT END OF JAMB / F ALLOWING ALL OPERABLE PARTS TO d- DEVICES AS DETAILED. °. . ° ° g ° ° N ° ° P AS LOCATED ON PLANS i BE LESS THAN 4'-0" AFF) - - ° ` I I _ ELECTRICAL RECEPTACLES - / //, // SINGLE, GANGED, OR SEPARATED BY 2" / RECEIVED \ \ • GLUE -DOWN CARPET FLOORING CITY OF TUKWILA DEVICE MOUNTING GUIDELINES TO CONCRETE EDGE STRIP LOCATION JUN 14 2013 A3 1/2"=1°_O" H30-01 MODIFIED A" FULL SCALE C302OFL-11 Al 1 6"=1°_O" C302OFL-24 PERMIT CEI\ TER b (0-2,..i.. ,),.... 1 2... J:\Projects\Sabey\MSA Studies 2013\Akamai TI\CaddSDC42-01A\Sheets\sdc421a a-802.dwg 6/7/13 4:29 PM COPYRIGHT ALL w z 0 0 0 U- L 0 U_ Q E Z U 0 0 c N H o J J J c O T E O In 0 ti O 0 coO • T N 0 ao CO 43 N N N CD CO O O N N IN ▪ 3 O 0 co Cr) N 4* I- U w CC a ISSUED / REVISED DATE PERMIT SET 06/10/2013 INTERIOR DETAILS A-802