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HomeMy WebLinkAboutPermit D10-275 - SABEY CORPORATION - SDC-52-3B - IMPROVEMENTThis 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. D10 -275 Sabey SDC -52 -313 3355 South 120th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode, Exemptror ; grief Explanatory Descrrpl roP Statute/Rule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 47 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. SABEY SDC -52 -3B 3355 S 120 PL D10 -275 City oPTukwila • 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.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Project Name: SABEY SDC -52 -3B DEVELOPMENT PERMIT Permit Number: D10 -275 Issue Date: 11/01/2010 Permit Expires On: 04/30/2011 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: JOSH JOHNSON Phone: 206 - 369 -1548 Address: 12201 TUKWILA INTERNATIONAL BL FOURTH FLOOR , TUKWILA WA 98168 Contractor: Name: SABEY CONSTRUCTION INC. Phone: (206)281 -4200 Address: 12201 TUKVVILA INTERNATIONAL BLVD , SEATTLE WA 98168 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2011 DESCRIPTION OF WORK: BUILDING IMPROVEMENTS FOR SUITE SDC -52 -3B TO INCLUDE MECHANICAL UPGRADES, ELECTRICAL INFRASTRUCTURE , FIRE SPRINKLER MODIFICATIONS AND ASSOCIATED ARCHITECTURAL WORK Value of Construction: 1,112,976.00 Fees Collected: $14,417.99 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: I -A Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10 -275 Printed: 11 -01 -2010 City oft ukwila • 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 Permit Number: D10 -275 Issue Date: 11/01/2010 Permit Expires On: 04/30/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 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: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie xa with, Date: 1 1 1 0 1 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pres e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: /%mss" Date: u(, /to Print Name: J.,sa J0Iinl)oS This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -275 Printed: 11 -01 -2010 • r 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.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Tenant: SABEY SDC -52 -3B PERMIT CONDITIONS Permit Number: D10 -275 Status: ISSUED Applied Date: 10/08/2010 Issue Date: 11/01/2010 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: 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. 7: 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. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross doc: Cond -10/06 D10 -275 Printed: 11 -01 -2010 • 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 weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: Extinguishers shall be located m conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 23: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 25: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 26: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 29: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth doc: Cond -10/06 D10 -275 Printed: 11 -01 -2010 � r 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 in Table No. 803.5 of the International Building Code. 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10-275 Printed: 11 -01 -2010 • • 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: ,/..t..- — Date: tai, �te Print Name: 4sH ,I,thUOJ ordinances governing or local laws regulating doc: Cond -10/06 D10 -275 Printed: 11 -01 -2010 • • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.ci.tukwila.wa.us Building Permit No. P 10' D-% Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 Site Address: 3355 S 120th PI, Tukwila, WA 98168 Tenant Name: Sabey Property Owners Name: Sabey Data Center Properties Mailing Address: 12201 Tukwila International Blvd King Co Assessor's Tax No.: 94'463a434+ 10)-30M — 100, Suite Number: 0 Floor: 1 New Tenant: ❑ Yes ❑..No Seattle WA 98168 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Josh Johnson Mailing Address: 3355 S 120th PI Tukwila WA 98168 Zip Day Telephone: (206) 369 -1548 E -Mail Address: joshj @sabey.com City State Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Sabey Construction Mailing Address: 12201 Tukwila International Blvd Contact Person: Josh Johnson E -Mail Address: joshj @sabey.com Contractor Registration Number: SABEY1033KM Seattle WA 98168 City State Zip Day Telephone: (206) 369 -1548 Fax Number: Expiration Date: 01/12/2011 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Callison Mailing Address: 1420 5th Ave Suite 2400 Seattle WA 98101 Contact Person: Bob Winfrey E -Mail Address: bob.winfrey @callison.com City State Day Telephone: (206) 391 -8694 Fax Number: (206) 623 -4625 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Engineers Northwest, Inc Mailing Address: 6869 Woodlawn Ave NE Seattle WA 98115 Contact Person: Dan Lake E -Mail Address: danl @enwseattle.com H:Wpplications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh City State Day Telephone: (206) 525 -7560 Fax Number: (206) 522 -6698 Zip Page 1 of 6 • • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 1,112,976 Existing Building Valuation: $ Scope of Work (please provide detailed information): Building improvements for Suite SDC 52 -03B to include mechanical upgrades, electrical infrastructure, fire sprinkler modifications, and associated architectural work. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below • Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ls` Floor 188,222 2 "d Floor 183,292 3`d Floor 183,292 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: 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: Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m 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: \Applications \Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — AWable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 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 ORIZED AGENT: Signature: Print Name: b'f pt/m/A3g Mailing Address: /54,71) . Alit 196 24‘. u IDate Application Accepted: 1 0 Date: /D 0//v Day Telephone: vL - y, % - S �4 -rjZL City (4V4— 9b /0 / State Zip Date Application Expires: ).i _ Q Staff Initials: / VI, H:\ApplicationsPorms- Applications On Line\2010 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: ho://www.ci.tukwila.wa.us Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY SDC -52 -3B RECEIPT Permit Number: D10 -275 Status: ISSUED Applied Date: 10/08/2010 Issue Date: 11/01/2010 Receipt No.: R10 -02531 Initials: User ID: Payee: WER 1655 Payment Amount: $63.00 Payment Date: 12/17/2010 11:39 AM Balance: $0.00 INTERNATIONAL GATEWAY EAST TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5000927 63.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receipt -06 Printed: 12 -17 -2010 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. tukwi la. wa. us RECEIPT Parcel No.: 1023049082 Permit Number: D10-275 Address: 3355 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 10/08/2010 Applicant: SABEY SDC -52 -3B Issue Date: Receipt No.: R10 -02014 Payment Amount: $14,417.99 Initials: WER Payment Date: 10/08/2010 09:12 AM User ID: 1655 Balance: $0.00 Payee: INTERNATIONAL GATEWAY EAST TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5000729 14,417.99 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: $14,417.99 8,735.45 5,678.04 4.50 doc: Receiot -06 Printed: 10 -08 -2010 3.44 - •- • • 5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 75 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: . %.5../.16 V .S.De 52 -3,6 Typigpof Inspection: Address: 3355 .5 /AO PL Date Called: Special Instructions: • Date Wanted: 4/- 9-1/ p.m. Requester: Phone No: g—c96—A-55 -37/ Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 4A0CliA Lki REINSPECTION FEE REQUIRED. rior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite.100. Call to schedulereinspection. INSPECTION O. CITY OF TUKWILA BUILDING DIVISION Oa' • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670. Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit J1 O( - PERMIT NO. Proj pp c /� Type of spection: 1 Address: 14% fr Date 'Called: Special. Instructions: r'l - - 2, /3 {� -/ Date Wanted: `te Requester: Phone No: ElApproved per applicable codes. Corrections required prior torapproval. COMMENTS: r eioti &dial-- 4-C 14 4`11071-71 .S'e'lf ,e 174 • eZ,-- reklict Al- ALP 19,00 tletadi -4, Inspec Date: El REINSPECTION FEE REQUIRED. Prior to next' spection. fee must be t: paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. i ar SV:si...owr.V -, .. aP•ob.•ftacs,'•- • :Ver. -wok -- :Y..: ••e ;+i .. - ;•e•., T,•• • y "^^----1 INSPECTION RECORD Retain a copy with permit INSPE ( ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P_ (206) 431-3670 v0/Q -275 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: it / ci St -5 -7,6 Type of Inspection: .5,745 ,44114,440 dent/ v 4 Address: • Date Called: • . oecial Instructions: Date Wanted: Requester: r Phone No: 0706 -0Z iii -4/ d G) : Approved per applicable codes. Corrections required prior to approval. COMMENTS: rtidl i -s u eat-to .S-1,e0ir f 4 F F. REI SPECTION FEE'REQIRED. Prigf to next inspection. fee must be p 'd at 6300 Southcenter B'lvd,. Suit 100. Call to schedule reinspection. ..1=%∎17, -ter. glarParTftwis 41--3 INSPECTION RECORD Retain. a copy with permit INSPECTION NO. PERMIT NO:, CITY OF TUKWILA BUILDING DIVISION fr" 6300 Southcenter'Blvd., #100; Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 0 '2'lS (206) 431 -3670 Proje Type. Inspection: ,'MUtA« ' 4.- YY / _'*} - '. i . Ad es . IC' Date Called: Liiei----vb?, r Special Instructions: 04.5316 -ot\g" Date Wanted: , 3 a.ni. Requester: Phone ^No, .6u Corrections required prior to approval. COMMENTS: 317”\—iblik. Drti er IA:4 k MVr ligir--,S0 P61 ,'MUtA« ' 4.- YY / _'*} - '. (1, co c„) Ar k 4 7 -- k-- . . _ .* k Liiei----vb?, r )0913 414 Or Tvi,a0,-r-Astk= 4 'qk-tittlea...s s 4 _ v(_ Tk. Ak - . k, Inspector IDal "I ri"REINSPEdTION FEE REQUIRED. Priorto heat inspection. fee must be paid at 6300 .Soufhcenter Blvd.. Suite 100. Call to schedule. reinspection. r • INSPECTION RECORD Retain a copy with permit INS' ECTION 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 Profs 4 Type of Inspe ion: . '-'"L• Address: rtSpecia p�S7I?A Date Calred: tructio s: • ` Date Wanted: Requester: Phone No: Approved per applicable codes. tlCorrections required prior to approval. c COMMENTS: pp,1\_(;17-87-N) C;,r,es 6. -et LA D REINSPECTION FEE REQUIRED. Prior to•next inspection, fee must be paid at 6300 Southcenter Blvd. :Suite 100: Call to schedule reinspection. • .••••• ... _ . r. - -...: - c• • -r• xssr: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION,. IC 6300 Southcentei`' Blvd., #100, Tukwila. WA 98188 (206) 4131 -3670 Permit Inspection Request Line (206) 431 -2451 ' INSPECTION RECORD Retain a copy with permit 6( 0,215" PERMIT NO. Pr ' ct: Type o Inspection: t" 54-•M"c A Ae s: + Date Called: Special Instructions: c,^� Date Wanted: • fC <.:a.m, ,cd) p.m. Requester: Ph (' 2'5'S 7 i_ ElApproved per applicable codes. Corrections required prior to approval. 1,15 COMMENTS: 45 I ESe4-n4-e—Aer Asilr 0 ole( /ypt�J m.Q IDate: i �J /1 ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • •- "Mr., • •:L -•+wc - _e&RPN S'newr�a: � °' .�:�..x.. : : •rte- VieSals. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Proj . V■C 2. Type of Inspection: 1c a �-Ss? r ■,,AcA ic- �-\V\a, (._, Address: �� L. Contact Person: Pre -Fire: Suite #: 3 155 S, l 2d- ----i Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: kt t.c .�� ‘('k i+��� es k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �� x,51 Date: 4A - l t I Hrs.: \ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ez- •-".d.: ,t.,. ;r..ra;ca+s xs_.- •sr —,41 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: c)(0 _ .. Type_ of Inspection: Address: .4 s s Suite #: • S. 120`h- Pi � Contact Person I Special Instructions: Phone No.: 2o-2-3 - [.Approved per applicable codes. nCorrections required prior to approval. COMMENTS: sc die wot 1f— Z 731/1 Needs Shift Inspection: Sprinklers: , Fire Alarm: Hood & Duct: Monitor: Pre -Fire: , Permits: Occupancy Type:_ • Inspector: \ I Dater �� 1Hrs. 1, C n $80.00 REINSP ON FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Formm:Doc 1/13/06 T.F.D. Form F.P. 113 s�y.ior:wr_ .• . r�,p • .I Or w - • r x . -.- INSPECTION NUMBER . INSP.CTION !RECORD b.. Retain -a copy with .permit ►. . PERMIT NUMBERS CITY OF TUKWILA .FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project fl,adide,,,;e 4 Type of Inspection: .iY Giv All 4e5,1-. C qd- loJe. Address: -3.55 5 . f z 617... (It Suite #: Contact Person: Tretl-itN mute 04rge,114 Special Instructions: Phone No.: lob 5-il -7S , 7 proved per applicable codes. Corrections required prior to approval. COMMENTS: � Sprinklers: Fire Alarm :.... 4e* 1,...+5d -r - Pre mci.i6A Z' k' � e47 -- 5 iv., 4- 4,-11-2.. /ozv /z/ q, FS; . -' . 4 A Occupancy Type: ?re 0...c 4.41/4,1-- awe 492o 0 Xi 4 c,Ut le54404 1 a dAck ;\,, x- S; re5 Vi;44 / eiV■Olt, A ,v e 4 Dli Pik 4 e dy d c 4 Gv�u di, bra t z i ra-- r O ,, Needs Shift. Inspection: � Sprinklers: Fire Alarm :.... . - Hood & Duct: .- Monitor: , 0 - . -' . 4 A Occupancy Type: Inspector: . j . � + Date: 17 t 0 Hrs..: ! , 0 - n $80.00 REINSPECTION FEE � m REQUIRED. You will receive an invoice fro the Ci of Tukwila Finance Department Call to schedule a reinspection. Wordrnspection Record Form:Doc m 1/13/06 T:F:D: Form F.P: 113 rfl 7s+. tests+•:- +;ii'•�,i1'�6'Ilir`-'* _ .. 1y 'W:' '..,3 te.A.f'? '.'•. ..`•*Aa.t.itNr, ..- +�..ASder 5's6AM• .10. J+i" *,,k+W.•WeY _ _ INSPECTION NUMBER • .,• ' INSPECTION 'RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE.PEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: p r0 vicitevicp 4 � Type of Inspection: �^ S p a /i itigy- L D f Address: Suite #: . 1 ZD PL Contact Person: i RA r k4n,dif Special Instructions: p Pre -Fire: le ped r'J ?( f e 4Lia Nil La,r o...•c 14 1 i _t/t, -r- nl c x L Phone No.: I 6.-45 z- $/5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: _ a P,) - ^QKLE Corr ,Dr oK . 2 ovrro /ash A. ti- , * ..7-/Z/ ,Jeep "0 4' /41,5 -reaeh A a,Y le L di /441/0 e'' F 57 /reet e ,, 45 -/ ,--v\ • / ) / • - .4-- l��� /_y`�� / //6} / /y��+� /j[J�]� /> j1�j/ ��� /j' �/ /!p� /yam /� // i fV IVj�j� .]/{p).. - -- - 2,,he1 4- bf . MWO Mari � lY i✓_! - hi e -``€ %f.: i-l[' -- ri' Pre -Fire: le ped r'J ?( f e 4Lia Nil La,r o...•c 14 1 i _t/t, -r- nl c x L 4, „ ,v (C 4 Occupancy Type: &''1 de pia _ ire 5J ii 4 -- 4y totA it • /,14e pe." - -- itiFPA /3 /44, - - ___ 1'4 e. . - -- - P Needs Shift Inspection: _ a Sprinklers: Fire Alarm: i i o • Hood •& Duct: Monitor: Pre -Fire: Permits: A Occupancy Type: Inspector!) / _ a •(vv 5-vi • • • Date: 17. 14 i i o • Hrs.: 2.. -t 1 n $ 0.00 RE I7hC1ION S FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 • T.F.D. Form F.P. 113 ssssles;!L . a� @. INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit 1A Vt5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 .206- 575 -4407 Project: 5 pfsvre Type of Inspection ik Address: 3355 Suite #: -5 . /2 od- Pt Contact Person: pve_. t 6 6cir Special Instructions: Hood & Duct: Phone No.: HAT S TEk A KT 1-11S a1" 02-i 511 . 0 Approved per applicable codes. Corrections required prior to approval: COMMENTS: j,--",y • Sprinklers: Fire Alarm: J t45 O It. - &re, Hood & Duct: Monitor: ee;c4 10E0. he - D a Pre- Fire: Permits: I • , Occupancy Type: — 5 fr$h `j rn c o L. -rDi- ' pi,- vt.9 .�.. _. _.. . ... _ .. .' -- i 4 -ok o ea.zs •ii, /C s6„ oL- co 41 ii. j fa a g . , o L..4 - G,/ fle a 4_ 1 b e IAA, Q0,A3vN °le- C1,4 .k _ 1n0c(_ tou4 a4..• ,6,,;.., ice,. 424 — AM ArItelleissoeto , e4.t.e,a, - d /4 kmet.e o as t LI ir ho C seepe aye" & irf 4.. 0,...11 Needs Shift Inspection: • Sprinklers: Fire Alarm: (.4.4.,64:4.-- &re, Hood & Duct: Monitor: or, ovfL, , Pre- Fire: Permits: • , Occupancy Type: Inspector: • ' s Date : a \IA , c .Hrs.: 3 . Q El $80.00 REINSPBCTION FEE REQUIRED. You will receive an invoice from the City of Tukwila finance Department1 Call to schedule a reinspection. T.F.D. Forni'F.P: 1`13 ' • Word/Inspection•Record Form.Doc A_1/13/0 - 1. • K d Fon 10. E14JJSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. Permit No. FILE COPY SABEY DATA CENTER S DC -52 -3 B Intergate East Campus 3355 South 120th Place Tukwila, Washington STRUCTURAL CALCULATIONS October 7, 2010 ENW Project No. 99- 136044 tsk04--.115 • REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 08 2010 PERMIT CENTER • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.enwseattle.com l ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 1� r 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # .S ► 3 (d044 PROJECT c�J C - S2" 3 C3 ✓", `-UVWD j✓? J DATE `U - / O SUBJECT SHEET 1 OF L BY our? dr 71/KWIV1 ctroMitT Sillooker Al 41 ai-Wsou � a 1 ► L,97 (scIJ TJ v f aa) 2.0G-451-3o-0 CA AAA) tT 772/I: s - %S "As- 1,Z 90-0 ('4SC 7-00 Vida" C3 -6, 1 Ga .61.E7 ,J �ot?.wi r_(, z 0.1(2...0(0,3)4 69) -,�- (ifiglm?" z O,S2. 3(0,j ) 2 0,47 lit `' (Ulr) /2'. 0, 33 k A-50 . c{cit /fns _ Z» C/ ,3-7 ) z 693&)0., W s 2,25 0,369100'0cJ s C�.3 L .44-1 ni 474. C046 - 2cO °0 1 1 c So--A - Sj = l- yob = a, 4- Sos -= 0.93 PcauR £37(7i/ = 1 2.S /°)p 47 ;csrr Air (Cr-Aril drr 2-0 7gLFIn f_r_j4CD,56" Z a 1 • ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # J 6 0 SUBJECT PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 Ctikhien Lvr10s d>v r, tyy! Azdjw.j I416LTx A, "0 TO- - STRUCTURAL O- C6421C i l -16 L7 T 2 Lek-boat:' I` T 3, (3M �"K Tv...y2.0 Vv zaye„... CA761,e-- 71, s-- '7SP(-F o0 2 fl000s STS 0077 Pio y Q,5 2, 3`3.6.575- £-19 I- DATE GO (14) SHEET 2- OF BY I1-611J e :/»' Ovc-t o, )(fo)z Zspf 5- 2 3e'lozp S Lr- C u5 ir 2S( Z5) '..03d( ? .5) 4-0-0-(?) Z,Sis 4 ok- mute, ('AC`S fhf/ N CJ.F www.hilti.us Company: Specifier. Address: Phone I Fax: E -Mail: 31k,rr Engineers Northwest Inc., PS DML Page: Project: Sub - Project I Pos. No.: Date: PROFIS Anchor 2.0.9 Sabey Data Center SDC -52 -03B 10/7/2010 Specifier's comments: suspended duct /cable tray Toads 1. Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand -off installation: Anchor plate: Profile Base material: Reinforcement: Geometry (in.) Kwik Boit TZ - CS,1/2 (31/4) h,r = 3.250 in. Carbon Steel ESR 1917 9/1/2007 I - design method ACI 318 / AC 193 = 0.000 in. (no stand -off); t = 0.500 in. I, x Iy x t = 3.000 x 3.000 x 0.500 in. (Recommended plate thickness: not calculated) no profile cracked concrete , 4000, f: = 4000 psi; h = 7.000 in. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Loading [Ib, in. -113] Goveming loads N = 3000 MZ 0.000 Vy =0 My= 0.000 = 0 Mx = 0.000 t=0.500 h0 4.000 Governing loads (Load case 1) N V, M, MY Mk 3000 0 0 0.000 0.000 0.000 Eccentricity (structural section) [in.] e, = 0.000; ev = 0.000 Seismic loads (cracked concrete assumed; categories C, D, E, or F): yes Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 200 -2009 Hiiti AG, FL -9494 Schwan Hill is a registered Trademark of HMI AG, Schaan www.hilti.us Company: Specifier: Address: Phone 1 Fax: E -Mail: Engineers Northwest Inc., PS DML PROFIS Anchor 2.0.9 Page: 2 Project: Sabey Data Center Sub - Project I Pos. No.: SDC- 52-03B Date: 10/7/2010 2. Load case/Resulting anchor forces Load case (governing): Anchor reactions pi Tension force: ( +Tension, - Compression) Anchor Tension force Shear force Shear force x Shear force y 1 2999 0 0 0 max. concrete compressive strain [96a]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (xly)= (0.00010.000) [lb]: 2999 resulting compression force in (xly) =(0/0) [lb]: 0 3. Tension load Proof Load N. [lb] Capacity 4N„ rib] Utilization RN [ %] = NAN. Steel Strength' Pullout Strength* Concrete Breakout Strength* 3000 3000 3000 * most unfavorable anchor "anchor group (anchors in tension) 6022 3031 3071 Steel Strength N. [lb] $ +seismic $N. [lb] Nye [b] 10705 0.750 0.750 6022 3000 Pullout Strength N, Pb] (f, /2500)° 0 $ •N,,c [Ibl 4915 1.265 0.650 0.750 3031 Concrete Breakout Strength AN‘ [ini [n2] c [in.] c, [in.] 95.06 95.06 393.701 7.500 50 99 98 Nye [b) 3000 Status OK OK OK eC1N [in.] Wac1.N eQN [in.] W*CZN WeaN WWN ktr 0.000 1.000 0.000 1.000 1.000 1.000 17.000 N, [lb] 4 +seism •Nmg [b] N. Db] 6299 0.650 0.750 3071 3000 Input data and results must be checked tor agreement with he existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hilt! AG, FL -9494 Schaan Hilt is a registered Trademark of Hill AG, Schaan • www.hiltlus Company: Specifier: Address: Phone I Fax: E -Mail: Engineers Northwest Inc., PS DML PROFIS Anchor 2.0.9 Page: 3 Project Sabey Data Center Sub - Project 1 Pos. No.: SDC -52-03B Date: 10/7/2010 4. Shear Toad Proof Load V. [lb] Capacity 4,V„ [lb] Utilization 13„ 06] = V• f +V„ Steel Strength* N/A Steel failure (with lever arm)* N/A Pryout Strength" N/A Concrete edge failure in direction** N/A * most unfavorable anchor "anchor group (relevant anchors) N/A N/A N/A N/A Status N/A N/A N/A N/A N/A N/A N/A N/A 5. Warnings • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • IBC 2006, Section 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318-D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a Toad level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318 -D section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of bads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Input data and result must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003 -2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hi@ AG, Schaan 4/M www.hilti.us Company: Specifier. Address: Phone I Fax: E -Mail: . f:•:•:%F n %•: ?. %h J %4,::•Y:• %:J. ?r,; {.:.}; ;•:•YM nLN ?ii:i +.S lifT : ?rJ.�i:�iii: ? ?:4::C•.•F.•YY Engineers Northwest Inc., PS DML Page: Project: Sub - Project I Pos. No.: Date: PROFIS Anchor 2.0.9 4 Sabey Data Center SDC- 52-03B 10/7/2010 6. Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the fixture: d, = 0.563 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Coordinates Anchor (in.] Anchor x y 1 0.000 0.000 c-. A y Anchor type and diameter: Kwik Bolt TZ - CS, 1/2 (3 1/4) Installation torque: 480.001 in.-lb Hole diameter in the base material: 0.500 in. Hole depth in the base material: 4.000 in. Minimum thickness of the base material: 6.000 in. 0 0 N 0 0 0 N x 1 0 0 0 ui 0 0 0 1.5000 1.5000 1.5000 1.5000 c. cr c.y Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor ( c ) 2003-2009 Hitt' AG, FL -9494 Schaan Hitti Is a registered Trademark of Hill AG, Schaan www.hilti.us Company: Specifier. Address: Phone 1 Fax: E -Mail: ':�:•:: $�' Cam:':: %!� �F /. : Engineers Northwest Inc., PS DML Page: Project: Sub - Project 1 Pos. No.: Date: PROFIS Anchor 2.0.9 Sabey Data Center SDC- 52-03B 10/7/2010 Specifier's comments: suspended duct /cable tray loads 1. Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued 1 Valid: Proof: Stand -off installation: Anchor plate: Profile Base material: Reinforcement: Geometry (in.] Kwik Bolt TZ - CS, 1/2 (31/4) = 3.250 in. Carbon Steel ESR 1917 9/1/2007 1- design method ACI 318 / AC 193 0, = 0,000 in. (no stand -off); t = 0.500 in. 1, x Iy x t = 3.000 x 3.000 x 0.500 in. (Recommended plate thickness: not calculated) no profile cracked concrete , 4000, f,' = 4000 psi; h = 7.000 in. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Loading [lb, in. -Ib] Goveming Toads N = 2000 M= 0.000 Vy, = 2000 My= 0.000 Vx =0 Mx = 0.000 t=0.500 h0, =4.000 Goveming Toads (Load case 1) N Vx Vy M, My 2000 0 2000 0.000 0.000 M, 0.000 Eccentricity (structural section) [in.] e, = 0.000; ey = 0.000 Seismic loads (cracked concrete assumed; categories C, D, E, or F): yes Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 20032009 Hilt! AG, FL -9494 Schaan Hite is a registered Trademark of Hite AG, Schaan rih,fr www.hilti.us Company: Speer: Address: Phone I Fax: E -Mail: Engineers Northwest Inc., PS DML Page: Project: Sub - Project I Pos. No.: Date: PROFIS Anchor 2.0.9 2 Sabey Data Center SDC-52-03B 10/7/2010 2. Load case/Resulting anchor forces Load case (governing): Anchor reactions [Ib] Tension force: ( +Tension, - Compression) Anchor Tension force Shear force Shear force x Shear force y 1 2000 2000 0 2000 max. concrete compressive strain [960]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x/y)= (0.000/0.000) [Ib]: 2000 resulting compression force in (x/y) =(0/0) [Ib]: 0 3. Tension load Proof Load N. [lb] Capacity $Na [Ib] Utilization 13N [ %] = N18/4N0 Steel Strength* 2000 Pullout Strength* 2000 Concrete Breakout Strength" 2000 most unfavorable anchor "anchor group (anchors in tension) Steel Strength N. [lb] 6022 3031 3071 beak (I)No. [lb] Nae [lb] 10705 0.750 0.750 6022 2000 Pullout Strength Np [lb] (c/2500)" 33 66 65 oNmtc [IN N.. [lb] 4915 1.265 0.650 0.750 3031 2000 Concrete Breakout Strength A. Dili ANro fine c [in.] c. [in.] 95.06 95.06 393.701 7.500 Status OK OK OK ec7N Un-] Wec1,N eo,, [in.] Wec7,N WexN Wqa ka 0.000 1.000 0.000 1.000 1.000 1.000 17.000 Nb [lb] �aam�a 4,N., [lb] Na0 [Ib] 6299 0.650 0.750 3071 2000 Input data and results must he checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003.2009 Hill AG, FL -9494 Schaan Hilli is a registered Trademark of HMI AG, Schaan www.hilti.us Company: Specifier. Address: Phone I Fax: E -Mail: Engineers Northwest Inc., PS DML PROFIS Anchor 2.0.9 Page: 3 Project: Sabey Data Center Sub - Project I Pos. No.: SDC- 52-038 Date: 10/7/2010 4. Shear load Proof Load Vb. [lb] Capacity On [lb] Utilization pv DM= VA,Vn Status Steel Strength* 2000 3122 64 OK Steel failure (with lever arm)' N/A N/A N/A N/A Pryout Strength** 2000 6614 30 OK Concrete edge failure in direction'"' N/A N/A N/A N/A * most unfavorable anchor * *anchor group (relevant anchors) Steel Strength V,Vb] 4, +seismic 4'V, [lb] V•• [lb] 6405 0.650 0.750 3122 2000 Pryout Strength ANb Ong Ate, fin21 c kcp 95.06 95.06 2.000 eo,v [in•l Wec7.N euv (in.]. Wea,N WeaN WmH k, 0.000 1.000 0.000 1.000 1.000 1.000 17.000 Nb Dbl 4, 4'V, Dbl Une Dbl 6299 0.700 0.750 6614 2000 5. Combined tension and shear Toads 13N = Nv /4,Nn Pv ° V, /`YVn Utilization PNv [ %] Status 0.660 0.641 5/3 98 OK P. = PN * Pv <= 1 6. Warnings • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism Into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • IBC 2006, Section 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318-D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318-0 section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of bads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Input data and results must be checked for agreemerrt with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2004 -2009 HiMti AG, FL-9494 Schaan Hilt is a registered Trademark of Hil? AG, Schaan 6 /4r www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: :S:C4: � i:::ri!F %C•� % .iiii;r,•i+Vi �i�: {{F,•:Sti�r� - Engineers Northwest Inc., PS DML Page: Project: Sub - Project 1 Pos. No.: Date: PROFIS Anchor 2.0.9 4 Sabey Data Center $DC -52 -03B 10/7/2010 7. Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the torture: d, = 0.583 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Coordinates Anchor [in.] Anchor x y c, 1 0.000 0.000 A y Anchor type and diameter: Kwik Bolt 12 - CS, 1/2 (3 1/4) Installation torque: 480.001 in.-lb Hole diameter in the base material: 0.500 in. Hole depth in the base material: 4.000 in. Minimum thickness of the base material: 6.000 in. 0 0 0 0 0 0 x 1 0 0 0 N 1.5000 1.5000 1.5000 1.5000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( e ) 2003 -2009 Hilti AG, FL -9494 Schaan Hitt1 is a registered Trademark of Hilti AG, Schaan EN\\T ENGINEERS NORTHWEST, INC., P.S. M STRUCTURAL ENGINEERS PROJECT # 12 o q q 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT SI -3D PRO Vi art DATE /O- GO SUBJECT SHEET ` O BY �l%2G. snip 4..0111 OL 0.3S76cy.aa 25 L Eau ai 6 -4.3C l-si 0,8 sc. IthL6- 11.6 8,o.esrz T : I 1 s F4N\T ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # 66 U 7' SUBJECT 6869 WOODLAWN AVE: N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT cS Y✓ C 2 -' 38 DATE SHEET 2 01/AA BY ,emu DL %ti (1)6r 40 2O 4x6` s' 2Qg /b/sCktt- Wi 1.3.(g0 2 /0 * /0(.,, /!q7 ,6 /C�-�- csz.e� -c? 6-8 2_ OdO 5 -I6 2.- 33 M/a O)(z -2:4)(02- Sro,v R cole / 6 �- 2- 600 7-/ is - 33 2- 400S/62 -13 ciee-41-7x-eth, z‘ 194g 2001 North American Specification Project: Sabey Data Center - SDC -52 -0B Model: LinteI OOP Date: 10/7/2010 R1 7.00 ft Section : (2) 600T125 -43 Boxed (X -X Axis) Maxo = 1518.8 Ft -Lb Moment of Inertia, I = 3.536 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 33.0 ksi Va = 2754.3 Ib Unif Ld Ib /ft R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 306.2 0.202 306.2 Full 1518.8 0.202 0.026 U3244 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 175.0 1.00 372.4 0.0 0.56 No R2 175.0 1.00 372.4 0.0 0.56 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VA/a M /Ma Unstiffen Stiffen R1 175.0 0.0 1.00 0.06 0.00 0.00 NA R2 175.0 0.0 1.00 0.06 0.00 0.00 NA Project: Sabey Data Center - SDC -52 -0B Model: Lintel R1 2001 North American Specification Date: 10/7/2010 Unif Ld lb /ft 7.00 ft Section : (2) 800S162 -43 Boxed C Stud (X -X Axis) Maxo = 3356.8 Ft -Lb Moment of Inertia, I = 9.000 in "4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 33.0 ksi Va = 2102.3 1b R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 637.0 0.190 637.0 Full 3356.8 0.190 0.021 L/3969 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 364.0 1.00 493.9 0.0 0.88 No R2 364.0 1.00 493.9 0.0 0.88 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 364.0 0.0 1.00 0.17 0.00 0.03 NA R2 364.0 0.0 1.00 0.17 0.00 0.03 NA Project: Sabey Data Center - SDC -52 -0B Model: Typical wall stud R1 2001 North American Specification Date: 10/7/2010 20.00 ft Section : 600S162 -33 Single C Stud (X -X Axis) Maxo = 950.6 Ft -Lb Moment of Inertia, I = 1.793 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 33.0 ksi Va = 638.1 Ib Unif Ld Ib /ft t R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 333.5 0.351 333.5 Full 950.6 0.351 0.454 L/529 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 66.7 1.00 152.8 0.0 0.52 No R2 66.7 1.00 152.8 0.0 0.52 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 66.7 0.0 1.00 0.10 0.00 0.01 NA R2 66.7 0.0 1.00 0.10 0.00 0.01 NA 2001 North American Specification Project: Sabey Data Center - SDC -52 -0B Model: Double door jamb support posts P1 Date: 10/7/2010 Unif Ld Ib/ft R1 18.50 ft Point Loads P1 Load(Ib) 167 X- Dist.(ft) 7.00 Section : (2) 600S162 -43 Boxed C Stud (X -X Axis) Maxo = 2779.9 Ft -Lb Moment of Inertia, I = 4.632 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 33.0 ksi Va = 2831.3 Ib R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 2763.5 0.994 2763.5 Full 2779.9 0.994 1.221 U182 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 566.3 3.50 799.0 0.0 0.85 No R2 525.7 3.50 799.0 0.1 0.79 No P1 167.0 1.50 1205.5 2737.7 1.15 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 566.3 0.0 1.00 0.20 0.00 0.04 NA R2 525.7 0.1 1.00 0.19 0.00 0.03 NA P1 217.6 2737.7 1.00 0.08 0.98 0.98 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max Allow Ld Intr. Span (Ib) KyLy KtLt KUr (Ib) P /Pa Value Center Span 350.0 (c) None None 167 3128.8 (c) 0.11 1.11 Member Interconnection Spacing = 12.00 in See NASPEC C4.5 for add'nl interconnection requirements 11 - STS 900Ibs Otsr vwlr"3. 1 - STS 900Ibs 1 - PDU 2340Ibs Total weight = 3240 1 - STS 900Ibs 1 - PDU 23401bs Total weight = 3240 • • PEW COR PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -275 DATE: 12 -02 -10 PROJECT NAME: SABEY - SDC 52 -03B SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPART ENTS: HO ding ivision lic V�7oik I� Pub Atill Prevention In Structural JR Nib- I- 4 10 Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -07-10 Complete Comments: Incomplete Not Applicable 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 IX Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -04-11 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • E h C .PY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -275 PROJECT NAME: SABEY SDC -52 -3B SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # DATE: 10 -08 -10 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: v kbiic Wof \' : tO A-WC F re Prevention i Structural 111 Srt �A- 10LU Planning Division Permit Coordinator la DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-12-10 Complete Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: No further Review Required APPROVALS OR CORRECTIONS: DUE DATE: 11-09-10 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PROJECT NAME: Salmi SbL 5? -0313 PERMIT NO: �J 10 - )-7 S SITE ADDRESS: 33.SS �S 0-0 p I ORIGINAL ISSUE DATE: t ( 0 REVISION LOG REVISION NO. DATE'RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: c rdn i A- e eko rot t , u� y Ali i r a ►�• �� Go v CDO r �� l rS Qv\ Secorrt -k r . L9or. Received by: Hfr7 J /wit.' REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE . STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF .INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/2/10 Plan Check/Permit Number: D10 -275 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ▪ Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sabey - SDC 52 -03B Project Address: 3355 S 120Th PI, Tukwila, WA 98168 Contact Person: Josh Johnson Phone Number: (206) 369 -2548 Summary of Revision: Additional architectural upgrades for the main and secondary corridors on the second floor within the SDC 52 Data Center. This work will be the extension of the already installed architectural finishes completed under permit #D10 -112. ACES t:'rr/ OF Tu1NYJLA DEC .02 20111 ' RMIT CENTER Sheet Number(s): ID 1.0, ID 2.0 "Cloud" or highlight all areas of revision including date of revision e.--2\\L Received at the City of Tukwila Permit Center by: JLI' tr—Entered in Permits Plus on H:\Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 Contractors or Tradespeople Pter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Ltii 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 1/12/2011 Suspend Date Specialty 1 General Specialty 2 Unused ther 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 12/5/2011 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 ft 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 A Cancel Date 01/01/1980 Bond Amount POOLE, LAURENT D 5 01/01/1980 52BSBCQ3983 HARMON, JAMES N Until Cancelled 01/01/1980 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 HARTFORD FIRE INSURANCE CO 52BSBCQ3983 12/31/2004 Until Cancelled $6,000.00 $12,000.0012/20 /2004 4 TRAVELERS CAS & SURETY CO 8151033548516CM 12/31/2001 12/31/2004 $12,000.0012/24 /2001 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 IInsurancelCompany NamelPolicy NumberlEffective DatelExpiration DatelCancel Datellmpaired Date] Amount 1Received Date https://fortress.wa.gov/lni/bbip/Print.aspx 11/01/2010 rmaI mom1ENTERmmNu:,! : mN , u.m mg 11111111111111111111111111111111111111 1 IMMO • . 1: II ME : : 7rarmEP1o11mM H. I 7.3 u t q 92.00 (2337) REFER VIEW -8 L. o0000000 e e0o NS :c>70 0 c>oDoQo 00000000 0400000(0 .'_. .or 0 I I 42.00 (1070] MINIMUM SERVICE AND COOUNG CLEARANCE TOP VIEW % 42.00 (1070] PIIIE Mil" ) MINIMUM SERVICE AND REMED COOLING CLEARANCE 29.52 (7`0) WITH SIDE PANELS INSTALLED 29.02 [7371 1 1111 1 1 1111 1 FRONT DOOR S CONSTRUCTER WITH PERFORATED MATERIAL FOR AIR FLAW 000000000 0000000 0000o00p00 000 0000000 1325) [337) [7431 FRONT VIEW A 24.00 [610] MINIMUM COOUNG • CLEARANCE L 8 .51 [2070) 35.43 [900] 11 CABLE PARTMONS 4.50 (0114) 1YP 2 HOLES ON BOTH 51DES 1.00 [25) ADJUSTABLE LEGS 0 0 0 7.91 [01) 80.25 [) SIDE VIEW VIEW B CONTROL PANEL ENLARGED VIEW If 0 NOTES: 1. ALL DIMENSIONS ARE IN INCHES [MILLIMETERS]. 2. CONDUIT ENTRY IS SIDE, TOP OR BOTTOM OF UNIT. 3. FRONT AND REAR ACCESS IS REQUIRED FOR SERVICE. 4. MAXIMUM WEIGHT OF UNIT IS 2100 LBS [953 kg]. 5. CABLE PARTITIONS ARE NOT PART OF THE SKU. 6. INSTALLATION MUST COMPLY WITH ALL . APPLICABLE NATIONAL AND LOCAL CODES. THIS DRAWING AND SPCWICATIONS HEBEN ARE RE TIRE: INTRAST010CURE 35008 1 000 N0: REV. _ ,�. •. �O # COPIED, FROMM BE F ANNAN OR999 CCU H MOLE AND SHALL NOT 48EN G serail P00 t ISX- PD150G6F -MM1 T A..t, ti AS THE BASIS TOR THE YATUACII8( OR SAFE OF REPS 1500E1 3PH t DRAWN BY: Y CRAVEN 11/19/04 a6: WI1Fi001 W 11100 808000 00 FROM APC THS 090990 (MTH ISOLATION TRANSFORMER) i CIECI0D BV: P FRANCIS 11/19/94 A 1Z01CN POWER CONVERSION IS BASED UPON LOST AVMABI[ 09F'0089 AND IS ; 132 EMRGROUNDS RD 1 SU81[CT 10 HRJCf WOHIXIi NOTICE. PROJECT: SUBYOT,Q MINDS SHEET T OF 7 • ENGINEER ,v.�. B MEAN T1 19 04 BSI Hax . Rl 028992 :12.94 ...... r;PF." [6.44:1 2 OPFNINaS 240 ..... - CPENaNi: . ._. I- — ........1, - . . 0 x, 0 ee o 7. ° . 0 Daaoaa Do° 0 o• 0 0 •0 0 0 0 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o• 0 0 •la .. o 0 0 o o 0 0 o o 0 0 0 o 0 0 o 0 0 0 0 a a 0 0 0 000000000 0 a 0 a 0 0 a (i) 0 0 0 7 I? (2.S.22) OPENING '11/0 rxij 2 TOP VIEW CABLE OPENINGS (COVERS REMOVED) INS 1Aij ATICA MUS COMP! APPL !CABE NA.DONAL AN) Lf.r..4i. COWS. 2. AU. DIMEN'.:IONe. 1+,44" 92 r fi2:i '54 31 CPEN IN:1S ;!: ••• ;t1 r;PENiNO EETWF.F.N VEfri CALS 455 SIDE OPENNf:: CiEr'NEEN AT FACIORY SETE 51 AME REAR MAie OPENING (FR5N1 AND 12r; SOIL '4."1..R0--ir ACE 4 65 [ I4..30] IO—HOLE Pc..R 4:50 miN OPENINC: PER EiA 7.11fi FRONT SECTION B-B (VIEW FROM INSIDE CABINET LOOKING DOWN) THIS DRAWING AND SPECIFICATIONS HEREIN ARE THE PROPERTY OF 1 SCHNEIDER ELECTRIC AND SHALL NOT BE COPIED, REPRODUCED OR ..... ,...,. USED IN WHOLE OR IN PART, AS THE BASIS FOR THE MANUFACTURE OR SALE OF ITEMS WITHOUT WRITTEN PERMISSION FROM SCHNEIDER . 4'1. ... ELECTRIC. THIS DRAWING 5 BASED UPON LATEST AVAILABLE ‘+. L ;AA , %As tn‘..td TITLE: 42t.: ?5om1. C.r.: I, 'It IP REAR CLEARANCE :3;.:.TwEN R.JLS (0:1::$!DE) FACTOR?' . CAN riE ie; 511:11 MAX. AND k4K 114E INCRNENIS EVERY i.:411:n (2.50,1 FRAT C.N CLEO:ANC:1 F3F. AMP.:75 Tfd 5D0n111 MAX. AND 51roro MIN. 114E [NCREMENIE: F.WRY INFORMATION AND IS SUBJECT TO CHANGE WRHOUT NOTICE. PROJECT:SUE:A:1AL i:R.;;;I:MLISHEET 2 OF :1 eve.w.weeeee. DWG NO: REV.., DRAWN BY: Li 7:ANN ENCANEER: x ANI)LE APPROVED BYM13.-112:1V)SSriVA 2 '7-5 750 [29.53 :57 3.88] A ". E 35 [1.37 THIS PANEL IS CONSTRUCTED WIN PERFORATED LIATERW. . • • •••'..11:14. .• ....3*. • • aDLITAEW 1275 [50.20] \\ \ REFER TO DETAIL-A (RIAP011 MOUNTING), 2151 1051 [84.68] [4 .38] DEPTH W/O DOORS IBM 738 [29.04] 139 MAX 3 PLACES TOP VIEW / ---' 1294 (50.93r" 374 14.723 r 1070 1D92 [42.98J [42.13] 9 LEFT SIDE VIEW 485 [19.09] HoLE-TO-HOLE AT FACTORY SUING 102 [4.02] 3 SIDE BRACES 98 [37.72] 2 PACES TINS PANEL IS CONSTRUCTED WITH PERFORATED MATERIAL FEAR VIEW . INSTev.i.AT:ON COMFTLY tiATA.TNAL :11E1:TT/CAL RC.;;;;.ATN.TN3. 2. PiZASI: REYEk PK)DUCT MANuALS Ft:a Dr.TAlc.a) 111FORTAT:DN. 3. ALL !Tha'N3X.4.6 N ..:WAJMETER1: 4. n:7 oF uNr:. s s. 11x1RY 11: 1(1F C. FRONT AND FFP.F: SERVICE &i FLOW AND SERVIi.s.F. i'?F.DOIKTAEHIS. ,V> Wai. .4.13 MIN:MIM CLF.P.RMC:F. TO 1:OPPINISIDN SV.311:MI; GDN13OENO WHEN: LMAN.*: ..... k i1.4t1j 'IP I I I O 13 11 O 0 1 0 a ▪ a 1 1 —• I a --' a a 113 a 9.8 [.38] ;•• SQUARE / 36 PLACES DETAIL-A (RMPDU MOUNTING) 41- '•,,, ; TatE: REV. .., ;1..:.::,VAP i DRAWN BY: DWC NO: ,,,...\ F.:,.-..,, • •:47, 1 r..... .4 ,......,... THIS DRAWING AND SPECIFICATIONS HEREIN AK THE PROPERTY OF 1 SCHNEIDER ELECTRIC AND SHALL NOT BE COPIED, REPRODUCED OR .:?. R, .. :.: -: . ... i E:C.tir" .:..:Ai. X ki,LI 1559 OR SALE OF ITEMS WITHOUT WRITTEN PERMISSION FROM SCHNEIDER ; USED IN WHOLE OR IN PART, AS THE BASIS FOR THE MANUFACTURE at:i; wYge '.ge:r . isf.),D,rr, wic.s. sz IiI:iili,..A.„Nv; 1•:::;,:j,Alij:::::: ,1::::..TE i ELECTRIC. THIS DRAWING IS BASED UPON LATEST AVAILABLE INFORMATION AND IS SUBJECT TO CHANCE WITHOUT NOTICE. i.,.. .:...mtu•LoLm :;,:m : .1'&' OA., .....4.3.,■:,.. ! w.i: kii:(::-m:::,•.1.' ..,N1APENGINEZo: 611WILV:SBM 15 -..:::t in .M).:F..CMU [61.37) ; PROJECT:SUN:DA:. :11.:AW:MI i SHEET 1 OF ..........w...,reee,w.,...-Arve.weeeow.we,,,...wooveee,,,,,,,,,,eysweveer,.......wereereveouve*,.....v.wee.........w.w.F.we,....weeee.v......*,.....sanee.v.e......yntenruveowswenpow.....w.vrwee...*.neeve.wweie...w.-..,....-eeeeeeenv...e.w......exeeeene 11 5 LIA yyt, 4; 25O j;.48:7 FRONT "-PALLET BRACKET (2-PLACES) r-ADJUSTABLE / LEVELING FEET / (4—PLACES) REAR BOTTOM VIEW (WITH PALLET BRACKETS, CAN BE USED FOR ANCHORING)) I. INSIA:.i.ATION Mtif API'LICAKE NATIONAL AND LOCAL CODES. NM( NSYR.; ARE WLUMETERS ANCWNNC; INSIDE Of; OUTSIDE TH sst WilH OK: AT FRONT AND ONE IN eAcK. t. (i0L1*--i)CON Ki7 ART;O:) iS CPflONAL AND HA';', .10 P ' RDEREI.; BOLT—DOWN BRACKET / (4—PLACES) ADJUSTABLE / LEVELING FEET • (4-PLACES) 444 ryij 7b4 .... Z13,4z, BOTTOM VIEW (WITH OPTIONAL BOLT-DOWN BRACKETS FOR ANCHORING) THIS DRAWING AND SPECIFICATIONS HEREIN ARE THE PROPERTY OF SCHNEIDER ELECTRIC AND SHALL NOT BE COPIED, REPRODUCED OR USED IN WHOLE OR IN PART, AS THE BASIS FOR THE MANUFACTURE OR SALE OF ITEMS WITHOUT WRITTEN PERMISSION FROM SCHNEIDER ELECTRIC, THIS DRAWING IS BASED UPON LATEST AVAILABLE INFORMATION AND IS SUBJECT TO CHANCE WITHOUT NOTICE. (g, EtE:ectrgt::: TITLE: 4.2U 41:00 :1:000VR C.EW DViC NC, f::;..^.■ •1 DRAWN BY 11 :ikAN ENGINEER: x ';HDW.`i 73EVII..‹);;T ANGLE 1;3•-.R.;:.-•0* PROJECT. Ts:61,411:AI. I401 SHEET .i OF APPROVED BYEM.:itWOM 92.09 (233n 1 / -- � 42.0D (1070] MINIMUM SERVICE AND CODUNG CLEARANCE LeuiEw / 42.00 [1070] (CABLE egalTM RERD+m) MINIMUM SERVICE AND COOLING CLEARANCE REFER VIEW-13 2952 (7501 WITH SIDE PANELS INSTALLED 29 .02 [737] 1 1111 1 1 1111 1 24.00 [610] MINIMUM COOLING CLEARANCE FRONT DOOR 6 CONSTRUCTED WITH PERFORATED MATERIAL FOR AIR FLOW 0000C�000� 0 O • 00 0 OO • 000000' 00000 13.25 (337] 29.27 [743] 8 .51 [2070] FROWt VIEW L 35.43 [909] CABLE PARTITIONS 4.5D [0114] TYP 2 HOLES ON BOTH SIDES 1.00 [25] ADJUSTABLE LEGS 0 0 SIDE VIEW 0 7.91 [201] 80.25 [2038] } VIEW B CONTROL PANEL ENLARGED VIEW NOTES: 1. ALL DIMENSIONS ARE IN INCHES [MILLIMETERS]. 2. CONDUIT ENTRY IS SIDE, TOP OR BOTTOM OF UNIT. 3. FRONT AND REAR ACCESS IS REQUIRED FOR SERVICE. 4. MAXIMUM WEIGHT OF UNIT IS 2100 LBS [953 kg]. 5. CABLE PARTITIONS ARE NOT PART OF THE SKU. 6. INSTALLATION MUST COMPLY WITH ALL APPLICABLE NATIONAL AND LOCAL CODES. HS DRAM NO SPECOIGVION5 HEREIN ARE TIE RBI: Ud0SIRLWJ E 15018 PROF{RIY OF NOON POWER CONO90N AND 9941 NOT 49W WUF. SINGLE FEED PDU BE CORED, REPRODUCED OR USED N 1111011 OR N PART 000109 l !MOO AS THE BASIS FOR THE MANUFACTURE OR SALE OF REVS 15049 9N MO11p18 91111EN PFRNISSON FROM AK 116 DRN0N0 (90H 80LA110A TRANSFORIAER) 6 BASED UPON WEST AVAIIA$L INFORNATIpN AND 6 ., „.,. „. .. ,,......,,., ,.�.�nrey.�......,.....�....., v..»..�.. M.. w.�....w„..��..�SUB1.. SUBJECT TO TO DN7 INTHMTTHOUT NOTICE. PROJECT: MEW. °RAC„ WNCS dSMIEEI 1 OF 7 Dm' ISX- PD150G6F -MM1 TE' - DRAWN BY: M CRAVEN 11/19/04 CIEIUOA 8Y:. P H90106 11/14/04 MOM POWER CQMRSION 132 FAIRGROUNDS RD EICHE C ..... ..,,,. ...w......... 1 t94:�n� . :w..,..........W:.....,N....4 NP+GSION,R1 02..892....... BOTTOM CABLE OUTPUT AREA 0.875 [022] - KNOCKOUTS 16.06 [408] REAR 6.43 [163] USER CONNECTION PLATE 4.64 x 7.80 [118 x 198] BOTTOM GLAND PLATE POWER CABLE ENTRY AREA 11.40 x 16.73 [290 x 425] O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 00000000 O 00000000 0 0 0 0 0 0 0 0 6.13 [ 156] 8.18 [208] 0 -J 7.74 [197] 5.58 [142] FRONT 5,37 [136] SECTION A —A (ENLARGED) (VIEW FROM INSIDE CABINET LOOKING DOWN) NOTES: 1. ALL DIMENSIONS ARE IN INCHES [MILOMETERS]. = p 2. NUMBER OF KNOCKOUTS MAY BE CHANGED WITH LATER REVISION. 3. INSTALLATION MUST COMPLY WITH ALL APPLICABLE NATIONAL AND LOCAL CODES. 5.20 [ 132] 29.17 [741] 24.15 [613] FRONT 34.99 [889] SWIVEL CASTERS (4 PLACES) 33.32 [846] LEVELLING FEET CENTER TO CENTER L .88 [22] TM DEWING AW SPECIrIGRORS TERM ARE THE AND SHALL NO1 60E 0t .60000.066 CR USED WFq E OR IN PPAR1, AS THE 8645 FOR THE WNLEACIUAC DR SALE DE HEN5 VW 6RITTEN PET695S60 FROM PC. ME DRAN10 6 84550 LEON WEST 00&61 IE 001105 M0I 5 SUBJECT 10 CN0NEE NTIHDU1 NOTICE.� 0 0 25.67 [652] CASTERS CENTER TD CENTER REAR 29.15 [740] BOTTOM VIEW (ENLARGED) DJP.ISTRU1ORE 65LN! ° 48 ND ISX— PD150G6F —M6l2 �' 00 DEM, SINGLE F® PDU 1 SECnoN AND BOTTOM LRE! DRAWN B17 It 06 (12/07/06 1500! 3600 (0560 I501AtON TRANSFORIER) ;CHECKED 866 P FR0NC6 02/00/06 4.68 [119]- AMERICAN POMP 0100(RSION 132 FARCROUAS RD PROJECT: SUBL0021 011121 6S j..SHEE1 2 OF 7 i ENRNC aN ER: R lW6FN 01/08/06 WEST wNCSro N• Ri 0 0 0 o 0 0 0 > o 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.67 [652] CASTERS CENTER TD CENTER REAR 29.15 [740] BOTTOM VIEW (ENLARGED) DJP.ISTRU1ORE 65LN! ° 48 ND ISX— PD150G6F —M6l2 �' 00 DEM, SINGLE F® PDU 1 SECnoN AND BOTTOM LRE! DRAWN B17 It 06 (12/07/06 1500! 3600 (0560 I501AtON TRANSFORIER) ;CHECKED 866 P FR0NC6 02/00/06 4.68 [119]- AMERICAN POMP 0100(RSION 132 FARCROUAS RD PROJECT: SUBL0021 011121 6S j..SHEE1 2 OF 7 i ENRNC aN ER: R lW6FN 01/08/06 WEST wNCSro N• Ri LCHT\C SCHEDULF Refer to Reflected Ceiling Plan, Architectural Plans, and Elevations for Locations GENERAL LIGHTING SYMBOL FIXTURE LOCATION NOTES QTY. 4.5 "x4' -0" LINEAR FLUORESCENT LIGHT Wattage: 50W Max Secondary Axis SDC-5203B NOT s: 1. ELECTRICAL /LIGHTING UNDER SEPARATE PERMIT. 2. MECHANICAL UNDER SEPARATE PERMIT. 3. SPRINKLERS UNDER SEPARATE PERMIT. OVFHALL CF scale: 1/16" = 1 L \G RLA\ )7 REVISIONS No changes shall b e to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may inside additional plan revi`iw fees. SEPARATE PERMIT REQUIRED FOR: E echaniicat ilf,gtectrical erillumblng Cress Piping City of Tukwila EVIDING DIVISION Area of' Work SDC 5203B Linear Fluorescent Fixture, 50W max, 2�,F \LARG- D scale: 1 /8" _ \OPT \G PLA\ FILE COPY 1It No. 1o7S Plan review approval Is subject to errors and °M alone. Approval of construction documents does not authorize i violation of any adopted code or ordinance. Receipt n` approved Field • • and conditions lsacicnowledged. BY Date: aty ittkvwlki BUILDING DIVISION 1 I 1 1 1 1 1. 1 I; 1 1 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 T REVIEWED FOR CODE COMPLIANCE APDDnVED DEC 08 2010 A's 4-- City of Tukwila BUILDING nmsiON !MOW 1111 1 1 1 1 NEW decorative metal mesh clouds, See 5 /ID2,0 New Door See 3/ID2,0 L SO RECEIVED DEC 022010 PERMIT CENTER REVISIONNO. __ L T CF scale: 1/8" LI\ b�Z7 G RLA\ 0t0 asD • DYNAMIK 615 Second Avenue Studio 720 seattle, wa 98104 206.686.2525 ph /fax melanie@clynamikspace.com 8087 REGISTERED ARCHITECT MELANIE COREY- FERRINI STATE OF WASHINGTON �. - CO 0 N L- O I LO 0 Lo 0 O I`r) cn O V) OVERALL RCP APPROVED: DATE: APPROVED: DATE: CLIENT APPROVAL DRAWN BY: DRAWING CHECKED BY: Melanie Corey - Ferrini PER VIII SET DATE: ISSUED Nover leer 18, 2010 REVISIONS NO. DATE: DESCRIPTION: BY PROJECT NUMBER: 10 -2095 PROJECT MGR: Melanie Corey- Ferrini D1.O 71) soy sca t HevctT 1'- e: 1 /4" = 8" 0 „ EDTYP, \ew Door 1- evc = scale: 1 /4" 1' TYPE MT'L W E HM Door Schedule ASSEMBLY RATING 45 HDWR 4 FRAME TYPE B FRAME MT'L HM HEAD DETAIL 7 /ID2,0 JAMB DETAIL 7 /ID2,0 too TYP, HW -4 Access double door 3 PR Butts 1 Lever Handle Mortise Lockset (active leaf) 1 Lock (active leaf) 1 Set Self Latching Flush Bolts (Top & bottom inactive leaf) 2 Closers 1 Set Smoke Gaskets at Rated Doors 1 Coordinator 1 Set Silencer's 9, V etc Ves CLOUD WEIGHT =125# NOTE: LIGHT FIXTURES TO BE INSTALLED PER IBC CHAPTER 27 oJd Axo or TO SCALE HVAC above Varies -See Devotions Varies -See Plan CL. Metc V es C oud Co ARMSTRONG MAIN BEAM NOTES: 1. ELECTRICAL /LIGHTING UNDER SEPARATE PERMIT. 2. MECHANICAL UNDER SEPARATE PERMIT. 3. SPRINKLERS UNDER SEPARATE PERMIT. Existing HVAC New Lighting New ACT Ceiling Secodcry Axis- Sectio scale: 1/4" min, 3/8' ARMSTRONG MAIN BEAM 4 ACT CrTdWc scale: not to scale Bolt to unistrut and metal mesh frame, 2x2 Unistrut: Attach to 2" Continuous wall angle, Attach to metal stud wall @ 2' -0" O,Ct (wall to wall) LED light 2" Frame Rod for Stability Adjust on nectio � @ We scale: 2" ,9 Co nnection 1 ,9 ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART, ARMSTRONG MAIN BEAM ARMSTRONG CONTINUOUS min 3/8" SHADOW MOLDING - attach to existing Lpim 7/8" metal stud wall. 7 0 ow Vetcl Door ecd (J MTL STUD WALL. SEE PLAN FOR SIZE (DOUBLE STUD AT JAMBS). HOLLOW METAL FRAME WRAP AROUND GYP, BD. HOLLOW METAL DOOR -rc C 'r b, Si scale: 3"= 1' ,9 CODE C FOR E OM LIANC APDDnVED DEC 0 8 2010 City of Tukwila BUILDING DIVIRIfN RECEIVED DEC 0 2 2010 PERMIT CENTER DYNAMIK 615 Second Avenue Studio 720 seattle, wa 98104 206.686.2525 ph /fax melanie@dynamikspace.com 8087 REGESTERED ARCHITECT MELANIE COREY- FERRINI STATE OF WASHINGTON SDC- 5203 -B W co tJ ul ELEV/DErniLs CLIENT APPROVAL APPROVED: DATE: APPROVED: DATE: DRAWING DRAWN BY: CHECKED BY: Melanie Corey - Ferrini PER VIT SET DATE: ISSUED November 18, 2010 REVISIONS NO. DATE: DESCRIPTION: BY PROJECT NUMBER: 10-2095 PROJECT MGR: Melanie Corey- Ferrini D7O SABEY DATA CENTER PHASE 52 -03 B PERMIT SET REVISIONS No changes m de to the scope Tukwila Building approval D Nara Revisions will require a new plan Ott and may include additional plan review tees. FILE COPY Penni ... H Men mho l is select* eras set enfolent Approval oIconstaden demur* don f Weft ihe violation d any adopted cede or outinoce. Receipt el &woadRekl Copy salcaullionele ad:10 d: ereimasselkikaramejtastaswarstraisarerattias. 44 ,,r City OftRikevlis BUILDING DIVISION btOZ75 SDC52 -03B 3355 South 120th Place Tukwila, WA 98168 Permit Set October8, 2010 CO EE iEWED FOR D COMPLIANCE 2 7 10 Hof T7ukwj !ULDING OCT DIV20ISION Ia CALL j:\ projects \sa bey \sdc5'23b \caddsd523 b \sheets \24x36_cover.sht RECEIVED OCT 08 2010 PERMIT CENTER SON 10/6/2010 5:09:56 PM COPYRIGHT © 2008 CALLISON 25' RECIPROCIAL ACCESS EASEMENT 3511 S. 126TH PL. BLDG. 60' RECORDED 6 NON BUILDABLE EASEME FH VACANT 3411 S. 120TH PL. BUILDING 1 98,564 S.F. PARK OCCUPANCY F SWITCH PARKING 1/1000 =99 GEAR V -N SPRINKLERED �SWIITCH GEAR \ \ \ \ \ \ \\ Ih- ADJUSTED LOT LINE 3333 S. 120TH PL. -0 n -n 0 D 39,405 S.F. BUILDING 3 161,445 S.F. OCCUPANCY F PARKING 1 /1000 =161 yR V -N SPRINKLERED AREA 35,080 S.F. BLDG. #3 SWITCH GEAR 24,840 S.F. 433 S. 120TH PL. MAIL CENTER 24.840 S.F. YARD AREA 18.640 S.F. 18,640 S.F. PROPOSED 2 HR. SEPAR- ATION WALL OPTION YARD W/ NEW FIRE WALL BUILDING 4 115,895 S.F. OCCUPANCY F PARKING 1/1000 =116 V -1 HR SPRINKLERED ENCLOSED DOCK FIRE LANE NOSTANDING OR PARKING AT ANYTIME BLDG. #3 SWITCH GEAR BLDG. #4 SWITCH GEAR z ................ ARHA OF \FW G 4900 oF 60' RECORDED NON BUILDABLE EASEMENT 11 SOUTH 124TH STREET 1..I.. I . f1 F N FH FH L ROCKERY I2,-- Width) * ��E� comPLIANCE APPROVED OCT 2 7 2010 of Tukwila !JIWING � DIVISION ION RECEIVED OCT 08 2010 PERMIT CENTER SABEY CORPORATION O co c co C Ox— E CD 00 O 1.0 o `0) t`rn0 0 <( co CD >, . 0 N— N N • LL OD co _0 N N c0 .0 2 CO CD N O L- +•OO N zJ CO N N N Oa) LL Cr) I —LL.3 E Z ° Z O 0 c N co 2 — y 1 J = J J c a 0 U v 3 SDC52 -03B • U co Q (u _ 0) w N5 W .ca O Lo • OD W OD 1— 1— z ISSUED / REVISED DATE PERMIT SET 10/08/10 j:l projects\ sabey\ sdc523b1caddsd523blsheets lsdc523b_a- 001.sht 10/6/2010 5:10:11 PM COPYRIGHT (2) 2008 CALLISON SITE PLAN A -001 FIRE /LIFE SAFETY LEGEND 10 OCCUPANCY A 3962 FLOOR AREA (SF) 14 300 OCCUPANT LOAD FACTOR OCCUPANT LOAD 4 T1=180" NUMBER OF REQUIRED EXITS COMMON PATH OF TRAVEL (WITH DISTANCE INDICATED) A TO B PATH OF EGRESS TRAVEL TRAVEL DISTANCE (WITH DISTANCE INDICATED) A TO C N LO Oo C0 r O r E 0 L() L ti O) V o <OD W O �j r N N LL. OD 00 .Q N N Cp ▪ .,.., O CO M CO O N N N L.I∎ j OCCUPANT LOAD AT EXIT /EXIT DOORWAY EGRESSING INDIVIDUAL SPACE. ARROW INDICATES DIRECTION OF OCCUPANT EGRESS 28' -7" 27' -4 1/2" 27' -4 1/2" 27' -9 1/2" 27' -9" 27' -9 1/2" 26' -2" 2G' -2 1/2" EMERGENCY PATH # 1 I I FII' Ilu�:,. ". _.,- ;':ra=ta a::5.luE .Y ".. . ,,.tea. sa. M,.� ,r., �Tr▪ '22*+...:. -.. -� - ,rrn. r;�r, e:.ws - � ,.! ;�euNW k F T I ! ! ! !E ISTING CORRIDOjJ,? /EM ''GE CY EGRESS LIGHTING ! i9 TOTAL DIST 328' I t ;® p 1 I ! 1 { l i AREA OF WORK EXIT SIGNAGE FIRE EXTINGUISHER CUMULATIVE OCCUPANT LOAD AT EXIT EXIT SIGN WITH DIRECTIONAL INDICATOR EXIT SIGN - EXISTING EXIST. CONDUIT CHASE UNOCCUPIED SPACE LIMIT OF WORK EXIST. EXIT STAIR WIDTH 163 EXIT MA ENTER EXIST. DATA CENTER EXISTING CORRIDOR W/ EMERGENCY EGRESS LIGHTING �I OAT A CENTER ATH ?TER FOR FUTURE BUILD OUT UNDER SEPARATE (PERMIT NO STORAGE ALLOWED FIBER RISER I I (EXIST'; tj TA CENTER FFICE- REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2010 City of Tukwila l� z 0 N J J U SDC52 -03B INTERGATE EAST CAMPUS Ciao U r EL c0 . 0 CA CV r � 3 �_se M � Cr) ISSUED / REVISED PERMIT SET DATE 10/08/10 SECOND FLOOR LIFE SAFETY PLAN OCT 08 2010 PERMIT CENTER probe sa•e s ca •asi s eess SECOND FLOOR LIFE SAFETY PLAN A -002 EXISTING CORRIDOR EXISTING FRAMING EXISTING CORRIDOR EXISTING DATA CENTER EXISTING DATA CENTER PARTIAL SECOND FLOOR 01 DEMOLITION. PLAN 1/8 1/8 - 1' 1 DEMO EXISTING FRAMING FOR NEW 6' X 8' DOOR. 2 DEMO EXISTING FRAMING FOR NEW 6' X 8' DOOR. KID NOT USED. OREMOVE GWB ABOVE ACP TO ACCOMODATE AIRFLOW AS REQUIRED BY MECH. CONTRACTOR. O CUT IN NEW OPENING BETWEEN PHASES 1 AND 2. OPENING TBD. A 6 a INFILL MISSING FRAMING WITH LIKE FRAMING MEMBERS. (TYP. OF ALL) DATA CENTER 10 1 PARTIAL SECOND FLOOR FLOOR PLAN REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 08 2010 PERMIT CENTER KEY PLAN SECOND FLOOR SABEY CORPORATION 12201 Tukwila International Blvd. r N to co CO O O) 1 o < o LI_ .0 N O CO o N LL � z 0 U) 1 J U E 0 Z c). 0 H o cn 1= J N 4 0 v O r E O L() ti o) 00 CO 0) r- N N O N N CO CO CO O O N N I— LL SDC52 -03B ISSUED / REVISED DATE PERMIT SET 10/08/10 j: 1projectsl sabey1sdc523b1 caddsd523b1sheets 1sdc523b_a- 003.sht 10/6/2010 5:11:05 PM COPYRIGHT CO 2008 CALLISON PARTIAL SECOND FLOOR DEMOLITON PLAN FLOOR PLAN A -003 ■ • 000 C) C)U U U c)(2 0 U )c) 13' -2" 13' -11" e NM MIN NM [SID 1m" SERVER RACKS (TYP. OF ALL) • I• I. I. I• I• I0IAI •IMIEIMIWIOI.I.I.Z.IMIOIOBI POWER DIST. UNITS FOIC (TYP. OF ALL) 10"X 11111111111111111 XX 10" 13' -2" U U 0 UU UUC) U UU UU UU UU 0 0C) DATA CENTER 282 FDIC Llil PARTIAL SECOND FLOOR EQUIPMENT PLAN 1/8" • 1' ■ i - - - - i i C ENi = 1111111111111111111111111111111111111111111111111 [11111 i 2822 4" X 161' BA',KET TRA W/ WA ERF A LLS TYP OF ALL) MIS II 31•11 _� . uu_u_uo_u. uu_u._u_.._■ uuu_u. u.I ■u. nu___■ ;: 1�[_j 1�111�11111I1111111111111111I111111111111111111111111111UULW[UlIIII h - 13 2 0 111E. IIM1M1.E1m1111o111n1i11 ■I 1--��-- -PA_ ■ s�1 ,a1 1111111111111111111111111111111111111111111111111111111111 1. IWAT RFA TYP. OF nsBuIuMmimiir= MliuZmmi ) • I 1 11111111111:1 11111NIT . r ' : _ 111 � I Jiiu ��J �pJi ■ = rr w stir t rr rrrr�arrrrr�wrrnrr rrrrrrr 11111EPERLIP 11111111111111111 111111111111111111111111111111111111111111 _.n.u.nuu._u_u■ 111111111111111111111111111111111 NEW RATED SOFFIT —_ 2' -O" E S.B.O. EXPANSION JOINT CO A -008 CABLE TRAY CROSSES OVER TOP OF SOFFIT :aI111111111Mill 111111111 1111111 MI auun__uu.u_■ _u_u_uu..a_u_[t_.uo__u[,_ur,■ 1111111111111111111111111111IIIII �il■�■11�1■■1■■ o ■ _. _11111111111111111 I II I I I I I I I I I A 111111111111111111111111111111111111111111 EMI -8 AFF —.ram • PARTIAL SECOND FLOOR 02 REFLECTED CEILING PLAN REVIEWED FOR COMPLIANCE APPROVED OCT 2 7 2010 Cityof Tukwila BUILDING DIVISION RECEIVED OCT 08 2010 PERMIT CENTER KEY PLAN SABEY CORPORATION 12201 Tukwila International Blvd. N CO CO r O r E op l[) O ` O ti O V O Q O O r N LL O O -Q cu N 4-, CO CO OO O a) N N CO u_ w LL. 3 • SDC52 -03B NTERGATE EAST CAMPUS ISSUED / REVISED DATE PERMIT SET 10/08/10 j:\ projects\ sabey\ sdc523b1 caddsd523b 1sheets\sdc523b_a- 004.sht 10/6/2010 5:11:12 PM COPYRIGHT (c) 2008 CALLISON PARTIAL SECOND FLOOR EQUIPMENT PLAN REFLECTED CEILING PLAN A -004 1/2 PARTITION -TYPE VARIES DOOR LEAF 1 15/16 " 1 15/16 " HOLLOW METAL FRAME - DOOR HEAD 6 " =1' -0" 01020 -01 N 1/2 ) DOOR LEAF / 1 15/16 " / 1 15/16 " HOLLOW METAL FRAME - DOOR JAv1B PARTITION -TYPE VARIES 6 " =1'-0" C1020 -04 ROOM. FINISH SCHEDULE DOOR SCHEDULE NO. DOOR TYPE MT'L W H - ASSEMBLY RATING HDWE FRAME TYPE MTL DETAILS HEAD JAMB SILL NOTES 282 A HM 6' -0" 8' -0" RB -1 45 3 B H.M. E1 /A -006 E3 /A -006 - 282A A HM 6' -0" 8' -0" 45 3 B H.M. E1 /A -006 E3 /A -006 - 180 DEG. DOOR HARDWARE GROUPS DOOR TYPES HW -1 Single Door NOT USED 1 1/2 Pair Butts 1 Lever Handle Mortise Lockset 1 Cylinder 1 Closer 1 Set Silencers 1 Mounted Door Stop 1 Smoke Gaskets where rated HW -2 Security Access/ Egress Single Door NOT USED 11/2 PR Butts 1 Lockset 1 Electric Strike 1 Cylinder 1 Closer 1 Set Smoke Gaskets at Rated Doors 1 Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact 1 Door Stop 1 Set Silencers HW -3 Security Access / Egress Double Door 3 PR Butts (with one (1) electric hinge) 1 Ponic Device Lockset (active leaf) 1 Electric Lock (active leaf) 1 Set Self Latching Automatic Flush Bolts (Top & bottom inactive leaf) 1 Strike (Inactive leaf) 1 Astragal 2 Closers 1 Coordinator 1 Set Smoke Gaskets at Rated Doors 1 Card Reader 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS EPDXY ANTI - STATIC PAINT MFR: TBD - BLDG STD RB-1 RUBBER BASE MFR:TBD COLOR: TO MATCH EXISTING 282 DATA CENTER EPDXY RB -1 PT-1 ACT MFR: TBD MATCH BLDG STD CLEAN ROOM MYLAR TYPE A TYPE B FRAME TYPES TYPE A TYPE B FINISH LEGEND SYMBOL MATERIAL MANUFACTURER'S NUMBER/ STYLE REMARKS EPDXY ANTI - STATIC PAINT MFR: TBD - BLDG STD RB-1 RUBBER BASE MFR:TBD COLOR: TO MATCH EXISTING PT -1 WALL /CEILING PAINT MFR: TBD COLOR: TO MATCH EXISTING ACT ACCOUSTICAL CEILING TILE MFR: TBD MATCH BLDG STD ARMSTRONG CLEAN ROOM MYLAR TILE VIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 08 2010 PERMIT CENTER SABEY CORPORATION CO To 0 N c L • co c co T O T • co LO o L • 0) V . p T N N c c .0 ▪ aNN N 4coco 0 0 - ...,00 N : N (NI N N O a) �S T LL CO H LL • SDC52 -03B 2 Uco ca Q U —� 12 00 cr) s a) Q w N N- UJ .ca < ro iX CO W M~ Z ISSUED / REVISED DATE PERMIT SET 10/08/10 j:l projects\ sabey\ sdc523b1 caddsd523b 1sheets1sdc523b_a- 006.sht 10/6/2010 5:11:17 PM COPYRIGHT (c) 2008 CALLISON DOOR AND FINISH SCHEDULES DETAILS A-006 7 5 7 ek " 10 . AT FIRE RATED AN PARTITION /WALL SYMBOLOGY THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE - UNIT CODE THAT INDICATES THE 1 A 3 a CONFIGURATION, CONSTRUCTION AND 1 INSULATION OF THE PARTITION AS FOLLOWS: A -007 CONSTRUCTION ® STRUCTURE STRUCTURE STRUCTURE STRUCTURE , r- - _ _ INSULATION CONSTRUCTION OF PARTITION /WALL C 1 a VERTICAL CONFIGURATION OF PARTITION /WALL CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT ►_�I i; ►�1 r,; _{ r�; ��, ��, -{ ,►, k0 `��) ,!; Al Pi to "i{ �� ►, t: CEILING (WHERE CEILING �� ►_NO >� ris � ftifs INSULATION PARTITION /WALL RATING LEGEND ` OCCURS)....,, ...,,,,..,.�,....,,....,,. —..,, EXTEND 11I,-_I INSULATION (WHERE OCCURS) FULL HEIGHT 4� �i Al `��, ,►� Fes- �� �� Ow- �� FAA ►� �! ... ..� .. ... •� �y �,I BATT ACOUSTICAL INSULATION EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT �I�����IA�r1�1��I1�A��I�I�i���� a� i i NON FIRE-RATED ►�; ,�� P-41-1 ,► CO �� litill ��' �' Fes-{ �_, CEILING 1HR FIRE RATED r RIGID (THERMAL) INSULATION i 2HR FIRE RATED 3HR FIRE RATED 4HR FIRE RATED PARTITION /WALL NOTES - BATT THERMAL INSULATION PARTITION TYPE INSULATION E 6 INDICATOR 1. SEE SPECIFICATION SECTION 09111 FOR STUD SPACING AND GAGE. 2. ANY PARTITION CONTAINING ACOUSTICAL INSULATION AND ONLY PARTITIONS CONTAINING ACOUSTICAL INSULATION SHALL BE CONSIDERED ACOUSTICAL PARTITIONS. A B C D E PARTITION FULL - HEIGHT CONFIGURATION: PARTITION CONFIGURATION: PARTITION CONFIGURATION: PARTITION CONFIGURATION: PARTITION CONFIGURATION FINISH MATERIALS BOTH SIDES PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES FULL - HEIGHT NO FINISH MATERIALS PARTIAL HEIGHT SCREEN WALL PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES EITHER SIDE AND GWB WITH GWB CEILING PARTITION/ WALL DESIGNATIONS NO SCALE PARTITION /WALL NOTES NO SCALE C101OFP 03 NO SCALE C1010FP-01 /.----FIRE-RATED GYPSUM BOARD ! Wiill � "X" ////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// ' TO OVERLAP 2" MINIMUM ONTO SHAFTWALL SYSTEM 5/8" TYPE GYPSUM BOARD EACH SIDE METAL STUDS / / / / / / / / / / 1 [ ( .. 1HR FIRE -RATED VERTICAL CONSTRUCTION PER ES REPORT 4" SHAFT WALL STUDS _� L INSULATION IF NOTED ► � `� /` r 1HR FIRE -RATED HOROZONTAL SHAFTWALL MEMBRANE CONSTRUCTED PER ES REPORT NER -258. HEIGHT PER CEILING PLANS < FIRE -RATED METAL STUD PARTITION PER FLOOR PLANS / / / SHAFT WALL STUDS (SIZE AS NECESSARY FOR SPANS) 4 5 3 5/8" METAL STUDS i CORRIDOR 1HR RATED PARTITION AT CEILING MATCH EXIST. FRAMING / 1HR FIRE -RATED HORIZONTAL CONSTRUCTION PER ES REPORT SEALANT 6 RATED PARTITION MAY CONTINUE 6" METAL STUDS - EXISTING PARTITION (1HR FIRE - RATED) 1HR FIRE -RATED DUCT ENCLOSURE/ PLENUM C NO SCALE CONSTRUCT PER US DESIGN NO U4'9 - NO SCALE C101OFP 55 CONSTRUCT PER ES REPORT NER -258 NO SCALE C101OFP 39 1 CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FILL VOID WITH PACKING FLUTED STEEL FLOOR DECK (ORIENTATION OF PARTITION WITH MATERIALS IF REQUIRED BY RESPECT TO DECK FLUTES MAY VARY) UL DESIGN CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE RATED FLUTED STEEL FLOOR DECK 1 � 10 , 10 i , A /A 1 ..y.,, / 1WATI A / 111 L i 1 GRID ED _- � — — 1- "' z c� ,- cn .< �F-J � z � w °o moo ° o w a Q w J L+1 0 - I 5/8" GYPSUM BOARD CLIP ANGLE - - - - - COLUMN METAL STUD _ 1 I — — , - - FOR HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW -D -0060 o E ¢ �, � Z a N , I I � � - — — Yt�. o; : ;�': - - Z ; o r .. C p� REVIEWE6� CODECOMPLIANCE APPROVED D OCT % 2010 CrtyofTukwila BUILDING DIVISION SI N C) N w N m ,�Zz •aZ> z Eo �°�� 9Z11)(_;`, N- Y °W I— ° ° F- o w W ix ,� N ,.�, mow oww c5 -F,mn a_ =1- w =coo -�� N Z W wI..� Z I x °o I a i- 1 0_ c.) z i oZ I rw� I I I _ ~ ; � � � Z FOR 'FIR, 2HR AND 3HR FIRE RATINGS, ..•........... .:: :,:..... ; ' ' P�RSUR DESIGN HW -D -0119 HW -D -0,20 FRAMING GYPSUM BOARD COLUMN WRAP Al RECEIVED OCT 08 2010 PERMITCENTEP OPARTITIONS LOCATED WITHIN DECK SPAN (PARTITION INDICATED PARALLEL TO DECK FLUTES) O VIEW OF PARTITION WHEN CONSTRUCTED PERPENDICULAR TO DECK FLUTES JOINT BETWEEN FIRE -RATED FRAMED PARTITIONS & STRUCTURE ABOVE 11/2 "4 -0" C1010FP -90 A5 NO SCALE THE FLR ASSEMBLY MST BE EQUAL YTOIORRGREAT R FTHAN THOEORATNG OF THE UPARTITION : 1 pro jects \sabey \sdc523b1caddsd523b \sheets \sdc523b_a- 007.sht 10/b72010 5:11:24 PM COPYRIGHT (9) 2008 CALLISON SABEY CORPORATION 12201 Tukwila International Blvd. LC) CO CD 1 p p 3u_ cn co O N 4) N • 0 cn V CALLISON www.callison.com SDC52 -03B ISSUED / REVISED DATE PERMIT SET 10/08/10 DETAILS A -007 2 4 5 6 8 l0 J. prole saney s ca eets s _a- .s 5:11:32 PM SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor N CO CIS O O O LC) N. O) < co a) r ocs a) 7. �O N 206 282 co u_ 3 SDC52 -03B ISSUED / REVISED DATE PERMIT SET 10/08/10 DETAILS A -008 / CQ. EQ. / FINISHED CEILING / Q DOOR . r z i TYPICAL STROBE E%IT O CEILING (TYP. MOUNT U.O.N.) MOUNTED CEILING SQUARE EDGED WHERE OCCURS PANEL, SQUARE -EDGED WHERE OCCURS PANEL, z z O } - I o U p HORN STROBE Q z OR SPEAKER ? zzv STROBE ADJACENT WALL I 6" EELOW TO DOOR o ¢ o CLOCK OUTLET O U ❑ U z (SEE PLANS FOR LOCATION) m 0 U ( ui cc cc v O w w w W -) = c=i� z w ¢ = Z m O c_ OF WALLS & U m COLUMNS OTHERWISE ~ p p IN OPEN AREAS co U OR FRAME i 1 STRIKE SIDE COT HOOK ` HINGE SIDE AT CORNER OF WALLS p O o (SAME AS THERMOSTAT) 0 I O ! 0 0 J FIRE ALARM 1 DEVICES 1 6 CC ❑ p p z U U I L-' LL o Qi z W OU [ z . w O O O w ¢ v YO TYPICAL AS SHOWN J 0 LOCATE @ CORNER U U OF WALL OTHERWISE . X" „ JZ ❑U❑ W ❑ CC Q i i i� ❑ Q w 0 z 5 _ _ _ _ g _ -- - -_ - -[cur = - _ - - - _ - - ACOUSTICAL CEILING PANEL MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) 211 Z c a cc U Y 2 Q p 1 O CC p o w z ACOUSTICAL CEILING PANEL p � ❑ a HORIZONTALLY 0 Q ¢ m MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) '_— J o= w� MOUNTED TI= D T 1 1 a_ `� d THERMOSTAT w O w v _1_ _ ` �- w ❑ -T U N qq _ _ ` I - o 1 1 1 WALL 8" j, a— . - _ - _ - - _ - _ _ _ - _ _Ac c7 - - SINGLE SWITCH DIMMER SWITCH' OR GANGED 1 1 6 „/ � - - - - - i o < LLI � z \- cc< p w ocn d Z - p U .&) O H c - sue- v . cQa °C w j- o� X : w cc Frilly/ 1 1 �� w 11 p z 7 O� EXPANSION JOINT EXPANSION JOINT SEISMIC/ EXPANSION JOINT , 6" 6" cQ .4 / i� T M( L DEN D TA SEISMIC/ EXPANSION JOINT c� Q M > COUNTER OR CREDENZA FINISHED FLOOR DIAGRAM OF TYPICAL DEVICE LOCATION AND MOUNTING HEIGHTS NOTE: MOUNTING HEIGHTS ARE TYPICAL ONLY. PLANS & DETAILS MAY C7 IN SUSPENDED ACP SYSTEM IN SUSPENDED ACP SYSTEM „ SHOW VARIATIONS FOR SPECIFIC CONDITIONS 1/2 =1 -0 H30 -01 „ 6 =1 -0 C3030AC -11 C9 „ 6 =1 -0 C3030AC-10 // /- 3/4” CLEAR AT ONE END IN EACH DIRECTION. 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 DEGREES (IN PLAN) FROM EACH DO NOT FASTEN THIS END TO THE CLOSURE (FIGURES 2, 3, 4 AND 5) AS MODIFIED OF MECHANICAL, ELECTRICAL, ANGLE. AT OTHER END IN EACH DIRECTION, BY ASCE 7-05, SECTION 13.5.6.2.2 PROTECTION SHALL BE FASTEN TEES TO CLOSURE ANGLE. BRACED FROM STRUCTURE / \ PLUMBING, AND FIRE INDEPENDENTLY SUPPORTED SHALL BE CONNECTED TO STRUCTURE ABOVE BY OTHER AND SECURED TO MAIN RUNNER AND (1) 12 GAGE TAUT OR SLACK WIRE OTHER AND OF INTERSECTION. EACH END OF EACH WIRE TO BE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES A� / I ` HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TEE / WHERE HANGER WIRES ARE MORE THAN 1 :6 COUNTER-SLOPING I PROVIDE 12 GAGE MINIMUM HANGER WIRES COUNTER SLOPING WIRE AT 4' -0" OC EACH DIRECTION NO MORE THAN 1:6 OUT -OF -PLUMB TYPICAL ti I MINIMUM WITHIN A 3" MAX LENGTH LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS, AND AIR TERMINALS /SERVICES WEIGHING ` DP MORE THAN 20 POUNDS AND LESS THAN 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE BY (2) 12 GAGE TAUT ` OR SLACK WIRES ATTACHED AT S. - - PROVIDE CEILING EXPANSION JOINTS AS NECESSARY, f DIVIDING CEILING INTO AREAS 1 - I SEISMIC DESIGN CATEGORY C PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 3/8" IN ALL HORIZONTAL DIRECTIONS. SEISMIC DESIGN CATEGORY D, E, AND F: PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL IONT_ \ QO STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING MAIN TEE OR !M)EE _ _ HEAVY DUTY 4'T DIAGONAL CORNERS METAL- FRAMED ' LIGHT FIXTURES AND AIR TERMINALS /SERVICE' 5-2, `� TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS AROUND ITSELF 3 TIMES MINIMUM MAINTAIN HANGER WIRE AT EACH END OF HANGER WIRE SPACING AND CAPACITY (wi:INA3MUMLENGTH BELOW OBSTRUCTION 1 WEIGHING MORE THAN 56 POUNDS AND ALL PENDANT LIGHT FIXTURES SHALL BE ABOVE USING APPROVED HANGERS NO GREATER THAN 2500 SF I / \ .'..%.'''' 1010/ FOR SPANS UP TO 6' 0 ", USE A SINGLE 20 GAGE 15/8" COMPRESSION STRUT FASTENED TO MAIN 'TEE WITH 'STRUCTURE I I I ; . 2 X 2 CLOSURE ANGLE, ACOUSTICAL CEILING PANELS LIGHT FIXTURES, ` � .-11-. _W-.r MINIMUM. SEE NOTE AIR TERMINALS, AND SERVICES '_ LOCATE BRACING AT 12 0 OC EACH DIRECTION AND WITHIN 6'-0" OF PERIMETER WALLS, PARTITIONS, OR EXPANSION JOINTS (2) NO 8 SCREWS AND TO " 8 MAXIMUM WITH (2) HILT' X- DNI.145 Dlq X 3/4 / EACH SIDE C9 (rolE Co ®���%ERZ 4� A��� 7 2010 Tukw�la 2" A 008 8" MAX AT TOP. SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM / N/ COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635 AND ASTM C636, CISCA 3 -4, AND ASCE 7 -05, SECTION 13.5.6. FOR SPANS UP TO 9' -0 ", USE DOUBLE . COMPRESSION STRUT / OA PERIMETER SUPPORT B GENERAL SUPPORT O LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT O LATERAL BRACING FOR CEILINGS EXCEEDING 144 SF E EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF F SPRINKLER HEAD CLEARANCE O O 0 NOT REQUIRED IN SEISMIC DESIGN CATEGORY C CONTRACTOR OPTION FOR CATEGORY C: PROVIDE ALTERNATIVE LATERAL BRACING DESIGN NOT REQUIRED IN SEISMIC DESIGN CATAGORY C 1 BUILDING Q LDING DIVISIQN FOR CEILINGS LESS THAN 144SF BASED ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1. INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS - 2006/2009 IBC SEISMIC DESIGN CATEGORY C, D, E, AND F Al NO SCALE C3030AC -01 RECEIVED OCT 08 2010 PERMITCENTER J. prole saney s ca eets s _a- .s 5:11:32 PM SABEY CORPORATION 12201 Tukwila International Blvd. Fourth Floor N CO CIS O O O LC) N. O) < co a) r ocs a) 7. �O N 206 282 co u_ 3 SDC52 -03B ISSUED / REVISED DATE PERMIT SET 10/08/10 DETAILS A -008 m W w V ‘ y "c6 HILTI TZ ANCHOR MBED 4 ") / ti 3."0 ALL THREAND DTL. B 8' -O" MAX. NEW CABLE TRAY MAX. WT. 75PLF t P1000 EA. END w/ "off CHANNEL STUD & NUT EA. END. "0 THRU BOLT EA. COR. 0 MECH. UNIT FRAME. DTL. C 16" SECTION TOP OF I SLAB EXIST. 6i" SLAB ON FOR fir DECK PROVIDE 1#"0 HILTI KM BOLT TZ SCREW ANCHOR EA. CORN R (4 TOT.) (EMBED 3i" MIN.) TYP. 2' -7" MIN. (• ) P -1546 w/ "0 HILTI TZ AN HOR (EMBED 4 ") Sc CHANNEL NUT STUD & BOLT. B -0.1 d0°/°: --STRUT P1000 EA. WAY 2 CORNERS w/P2260 (NOTE: SPACE 0 7' -6 "oc MAX. A -0.1 " = 1' -0- CABINET PER MFR. (MAX, TOT. WT.= 2100 #) TYP. ADJAC. CABINET WHERE NOTED PER PLAN (VFY. w /ARCH) NOTE; MFR. CONN. . ASSEMBLY SHALL BE ADEQUATE TO TRANSFER 200# NET UPLIFT AND LATERAL SHEAR CABINET TO ANCHOR, TYP. TYPICAL SERVER CABINET ANCHORAGE DETAILS (2ND FLR.) UNLESS MOUNTED ON SEISMIC ISOLATION PAD SECTION C-0.1 1� EA WAY 2 CORS 1 UM-STRUT P1000 w/P1545 w/ "0 BOLT EA. WAY w/ "b HILTI TZ AN HOR (EMBED 4 ") TO Sc DECK "o THRU BOLT 0 UNIT III w m w P," MOIL MOM p MOIR MOO 1111141 2 "0 HILTI TZ ANCHOR COUPLER B -1 EXIST. WF 4 CORNERS • "os ALL THREAD ROD w /COUPLER 0 2 "o HILTI TZ ANCHOR THREAD (EMBED 4" IN DECK.) B' -O" MAX. NEW CABLE TRAY MAX. WT. 75PLF BRACES UNI -STRUP P1000 (4 SIDES) w m SECTION B -0.1 1,_0- GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Intergate East, Bldg. 5 - Tukwila, WA Sabey Data Center (SDC 52 -03B) Building Dept. Contact - Mr. Allen Johnson, phone 206 - 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. 3. DESIGN LOADS a. I. Roof Live Load II. Floor Live Load b. Seismic See snow load 125 psf Ss = 1.406 S1 = 0.737 to = 1.5, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. SDS = 0.938 SD1 = 0.323 Equivalent Lateral Force Procedure used. Mech. & Refrigeration unit loads will be picked up at the point of the units & transferred into the lateral system. OSHA STANDARDS THE`GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: OTHER SHAPES & PLATES ASTM A 36 (Fy= 36,000 PSI ANCHOR BOLTS ASTM F 1554, GRADE 36 (Fy= 36,000 PSI) ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. LIGHT GAGE STEED. FRAMING STUDS AND TRACKS CONFORM WITH ASTM C 955. MATERIAL CONFORM WITH ASTM A 653, GRADE 33 FOR 18 GAGE AND LIGHTER, GRADE 50 FOR 16 GAGE AND HEAVIER. GALVANIZED PER G60. SIZES AS NOTED ON DRAWINGS. SUSPENDED CEILINGS CEILING SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CISCA RECOMMENDATIONS FOR SEISMIC ZONES 3 -4 AND THE ADDITIONAL REQUIREMENTS OF ASCE 7 -05 SECTION 13.5.6.2.2. PROVIDE SPECIAL INSPECTION AS REQUIRED BY CODE. SHOP DRAWINGS SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR MISCELLANEOUS STEEL. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER QF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. B. OR BOT. BTWN. BLDG. C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR ELEV. E.N.W. OR ENW E.F. E.W. F.O.C. F.O,P. F.0,S. F.O.W. FTG. H. OR HORIZ. H.S,S. I.F. INC. KB L.L.H. L.L.V. = ARCHITECT M.A.S. = BOTTOM M.B.S. = BETWEEN N.F. = BUILDING N.T.S. = CAST IN PLACE 0.F. = CLEAR OPNG. = CENTER O.T.O. = CONCRETE PNL. = CONTINUOUS REINF. = CONTRACTOR R.O. = DIAMETER SW = EACH SIM. = ELEVATION SYMM. = ENGINEERS NORTHWEST T. = EACH FACE T.O.F. = EACH WAY T.S. = FACE OF CONCRETE TYP. = FACE QF PLYWOOD = FACE OF STUD U.N.O. = FACE OF WALL = FOOTING V. OR VERT. = HORIZONTAL V.I.F. = HOLLOW STRUCTURAL SECTION = INSIDE FACE V.O.F. = INCLUDING = KWIK BOLT W/ = LONG LEG HORIZONTAL = LONG LEG VERTICAL = MASONRY (CLAY OR CMU) = METAL BLDG SUPPLIER = NEAR = NOT: TO SCALE = OUTSIDE FACE = OPENING = OUT' TO OUT = PANEL = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE = VERTICAL OUTSIDE FACE = WITH SPECIAL INSPECTIONS AND TESTS INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING AGENCY. THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTION INSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OF BUILDING OFFICIAL (WABQ), AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. CONC. EXPANSION & COPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MASONRY ANCHORS & MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE DRILLED -IN DOWELS: SY$TEM INSTALLATION IS IN ACCORDANCE WITH REPORT. LIGHT GAGE VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY STEEL FRAMING: CERTIFICATION OF WELDERS. $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ REVIEWED APPROVED OCT 2 7 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 08 2010 PERMIT CENTER - J H W UW Ce C7 c!) W 116 73 > c 0 .2 `-' N F CO T L � • as o _ 0. — DoT • ca oocn O o< coo, t) O ? T N �o o i' N w L" W O '- ��� Z m N N N a N p 0) o U) TI1.0)I -u_ E 8 m c al z 5 0 w NTERGATE EAST CAMPUS L 0 nt 0 c0 M rn rn F- 0 w LY CL ISSUED / REVISED DATE 50% DESIGN R EVIEW 90% DESIGN REVIEW PERMIT SET 10 -8 -10 CD SET $$$DATE$$$$ $TIME COPYRIGHT © 2008 CALLISON DATA CENTER EQUIPMENT PLAN S0.1 1 1' -6" 27' -1" 27' —4 27' —4 27' -94" 27' —9" 27' — 26' -2" 26' -2 26' -2" 27' —.5 9 CONT. DFLECTION TRACK ATTACHED TO SLAB SOFFIT 29' -4$" 29' -4i" 24' —6i" 29' —4i" 29' -4 " R 24' —7i" .iii 28' -7" [FIELD VERIFY] 1 1C CONC. EXIST. 51 CONC. WA EXIST. W.F. JOIST ♦1♦ 010 .I. .14 .I• .I.. 010 010 010 tl. .I. O. a♦ 010 .10 18GA. TRACK PNL. EDGES, TYP. .I..1. .1. .I- .1. .1. .1. ✓.'.I...I. ... .1. .1..I. GYP FINISH PER ARCH NO. 8 SCREWS 0 6 "oc EDGES & 12 "oc FIELD METAL STUD PER SCEDULE CONT. TRACK TOP & BOT. w/ NO. 8 EA. STUD EA. SIDE �..�...1�11W1 CONT. 18GA, BOT. TRACK wJ f" 0 HILTI K1B3 4' -0 oc (EMBED 34 ") EXIST. SLAB [FIELD VERIFY] STUD SCHEDULE LOCATION DESIGNATION SPACING 2ND FLOOR 6x11 x18 GA 24" o.c. 1- ��I lIIilIIl= ��IIlil�lllll��ll METAL STUD DEMISING WALL SECTION A -2.1 10 C/) Lu U Z LU Z (!)W 116 0 International ca H 0 N N co CO T 0 L cr) 0400 0T'N I I_ 00 N N L .4-1 0 0 0O a) NN IL U) I– LL 8 c 0 3" = i' -0» • • im" • Pr. -1 a VA GIRDER PER PLAN %\t. 1$GA.i xQ' -6" BENT R. TOP & BOT. w/ 2— #8 EA. WAY 2 -800S -162 BUILT —UP HEADER w/ CONT. 16GA. TRACK TOP & BOT. EXTEND WEB EA. SIDE & ATTACH TO STUDS w/ 4— #8 THUS DEFL. BRACKET 9 8' -0 "oc MAX. 37-1 x0' -6 "x " BENT R. w/ 2— 0.145 "0 HILTI X —EDNI FASTENERS SHEATHING PER ARCH. CRIPPLE STUD rn z c) DETAIL b1 —b1 DETAIL b2 0 I a 0 0 M 2 c4 — 800 —S -16 43 (18GA. CRIPPLE STUD 2— FULL HEIGHT STUDS PER SECTION A -2.1 NTERGATE EAST CAMPUS d• 0 M 0) 0 1- 0 w a 0 2nd FLOOR EQUIPMENT FRAMING PLAN EI-0 N T = 1' -0" 1. TOP OF STEEL ELEVATION 19' -5i" TYP. U.N.O. • 6' -4" MAX. TYP. STUD FRAMING N.T.S. SECTION B -2.1 s ++ 1 + -0" $$$DESIGN$SPECI FICATION$$$$$$$$$$$$$ cE APPROVED OCT 217 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 08 2010 PERMIT CENTER ISSUED / REVISED DATE 50% DESIGN REVIEW 90% DESIGN REVIEW PERMIT SET 10 -8 -10 CD SET $$$DATE$$$$ $TIME COPYRIGHT() 2008 CALLISON 2nd FLOOR EQUIPMENT PLAN 52.1 0 CO w 0 CORPORATION W 0 0O CA rn N 00 N CO 0 N LL =-1111111111111111111111111111111111111111111111111111 11111111111111111 IIIIIIIIIIIIII11111 1111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIillllll IIIIIIIIIIIIIIiII! IIIIIIIIIIIIIIIIIi 1111111111111111111111111111111111111111111111111111111 1!1111111= EXISTING STEEL B- DECK EXISTING W.F. BEAM = 11111111I111111111111111111111I11 11111111111111111 IIIII1111111111111 III{ IIII11111l11111111111111111111111111111111111111 = IIIIIIIIIGiiiIIIIIIII11Illliiiidlllllllllllliiiil 111111111111iiiil 1 1111111 111111111'. 11111111111 {Iai1i1111111111111iii i4 44 4J lF A' !s E. = IIIII1111111111 II111111111111111 111111111{ Illlllllllllllllllllllllllllfllllllllllllllllllilll !lIIIIIIIII illlll!l111111111111 NE 4 -161 CONDU T LAYOWT = 111111111111111'' 11111111111111111411111111111111 11111111111111111111111111111 1111111111111111111111111111 ..11111111111111111111 EXIST. CON J cl) rz U_W Z Ct C7 116 t(,1 a< C5 C LO 0, 3 t Z c CD O Cho rn C co Wo 0) 0 N CG 0 LL o 0 C 0 § ( c N N c CO 0 c N • a f:1111111111.1: 1111 FLD. VFY. AS -BUILT 2B3 I 0 2B3 EXIST. CONDUIT EXIST. DUCT & SUPPORT 012x20.7 0- CO CO CO I CA CN2 x 0� En co gz0 • 0. Ali °o0 Z C Co CO CO 30x99(30 W30x99 30 W30x99 30 KNEE BRACE 0 24'oc MAX. EA. WAY 111' -0" "0 ALL THREAD ROD Nw/ CHANNEL LOCKS EA. ED TYP. EA. SIDE OF RACKS EXIST. A -12 SUPER STRUT SUSP. CEIL. SUSP CEIL. FLD. VFY. AS -BUILT A -12 SUPER STRUT A -12 SUPER STRUT NTERGATE EAST CAMPUS O N to M C) 0 0 M 0 rn 1- U w 0 d SECTION A -2.2 SECTION B -2.2 ISSUED / REVISED DATE 50% DESIGN REVIEW 90% DESIGN REVIEW PERMIT SET CD SET 10 -$ -10 N TES:. 11 = 1' -0" 1. TOP OF STEEL ELEVATION 19' -5/" TYP. U.N.O. 2. NO NEW EQUIPMENT OR PENETRATIONS THIS FLOOR. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2010 RECEIVED OCT 08 2010 PERMIT CENTER 2nd FLOOR CONDUIT PLAN $$$DESIGN$SPECI FICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT © 2008 CALLISON s2.2