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Permit D09-202 - SOFTLAYER - DATA CENTER AND STORAGE
SOITLAYER 3355 S 120 PL D09 -202 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: Name: SOFTLAYER Address: 3355 S 120 PL , TUKWILA WA Citylif 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 DEVELOPMENT PERMIT Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: JOSH JOHNSON Address: 3355 S 120 PL , TUKWILA WA 98168 Phone: 206 - 243 -0175 Permit Number: D09 -202 Issue Date: 10/29/2009 Permit Expires On: 04/27/2010 Contractor: Name: SABEY CONSTRUCTION INC. Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Phone: (206)281 -4200 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2011 DESCRIPTION OF WORK: TENANT IMPROVEMENT CONSISTING OF 6701 SQ FT OF DATA CENTER AND 3618 SQ FT OF STORAGE Value of Construction: $335,961.00 Fees Collected: $5,382.05 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0008 doc: IBC -10/06 * * continued on next page ** D09 -202 Printed: 10 -29 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie The granting of this permit does not pre construction or the performance of work. Signature: doc: IBC -10/06 City oii'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 Volumes: Cut 0 c.y. Start Time: End Time: Private: Profit: N Private: Permit Number: Issue Date: Permit Expires On: Date: tO Size (Inches): 0 End Time: Fill 0 c.y. Public: Non - Profit: N Public: 1,01\on DO9 -202 10/29/2009 04/27/2010 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit. Date: / Print Name: Jos4 .10t4,.►sa.a 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. D09 -202 Printed: 10 -29 -2009 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: SOFTLAYER 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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 PERMIT CONDITIONS Permit Number: D09 -202 Status: ISSUED Applied Date: 09/28/2009 Issue Date: 10/29/2009 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 11: 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. 12: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 13: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. doc: Cond -10/06 D09 -202 Printed: 10 -29 -2009 • • 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 14: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 16: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 19: 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. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 23: 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) 24: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 25: 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) 26: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 27: 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 doc: Cond -10/06 D09 -202 Printed: 10 -29 -2009 doc: Cond -10/06 • • 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 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) 28: 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) 29: 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) 30: 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) 31: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 32: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 33: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 34: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 35: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 36: 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) 37: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 38: 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) 39: 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 D09 -202 Printed: 10 -29 -2009 • . 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 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 sprinkler work shall commence without approved drawings. (City Ordinance #2050) 40: 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) 41: 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) 42: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 43: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 44: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D09 -202 Printed: 10 -29 -2009 • 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: Date: to /?ill/ Print Name: ,IQAF J' doc: Cond -10/06 D09 -202 ordinances governing or local laws regulating Printed: 10 -29 -2009 Tenant Name: Soft layer Property Owners Name: Sabey Corporation Name: Josh Johnson CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tubvilaiva. us Mailing Address: 3355 S. 120th PI E -Mail Address: joshj @sabey.com Company Name: Sabey Construction Contact Person: Josh Johnson E -Mail Address: joshj @sabey.com Contractor Registration Number: sPtasi to v; kK Company Name: Callison Mailing Address: 1420 5th Ave Suite 2400 Contact Person: Bob Winfrey E -Mail Address: bob.winfrey @callison.com Company Name: Engineers Northwest, INC Mailing Address: 6869 Woodlawn Ave NE Contact Person: Dan Lake E -Mail Address: danl @enwseattle.com • • Building Permit No. - ) 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 King Co Assessor's Tax No.: 102 - 304 - 9082 -09 Site Address: 3355 S. 120th PI., Tukwila 98168 Suite Number: N/A Floor: 2 New Tenant: ❑ Yes J ..No Mailing Address: 12201 Tukwila International Blvd Mailing Address: 12201 Tukwila International Blvd Seattle City CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: (206) 243 -0175 Tukwila WA 98168 City State Fax Number: (206) 282 -0920 GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Seattle City State Day Telephone: (206) 391 -8694 Fax Number: (206) 282 -0920 Expiration Date: tit,.( it Seattle WA State City State Day Telephone: (206) 786 -5590 Fax Number: (206) 623 -4625 98168 Zip Zip WA 98168 Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record WA 98101 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record H:Wpplications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised 1 -2009 bh Seattle City State Day Telephone: (206) 525 -7560 Fax Number: (206) 522 -6698 WA 98115 Zip Page I of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3? 5 Existing Building Valuation: $IVIvT KNOWN Scope of Work (please provide detailed information): TENANT IMPROVEMENT CONSISTING OF 6701 SF DATA CENTb AND 3618 SF STORAGE. Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches /4 *For an Accessory dwelling, AA ovide the following: J Lot Area (sq ft): 1 /'[ Floor area of principal dwelling: Floor area of accessory dwelling /V A * Provide document lion that shows that the principal owner lives in one o the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 188 Compact: Handicap: 2 Will there be a change in use? ❑ Yes 0 No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes Da No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantiti s 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 m.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 188,222 0 0 0 2B FULL 11 B & H3 2 " Floor 183,292 10,319 0 0 3` Floor . 183,292 0 0 0 II Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3? 5 Existing Building Valuation: $IVIvT KNOWN Scope of Work (please provide detailed information): TENANT IMPROVEMENT CONSISTING OF 6701 SF DATA CENTb AND 3618 SF STORAGE. Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches /4 *For an Accessory dwelling, AA ovide the following: J Lot Area (sq ft): 1 /'[ Floor area of principal dwelling: Floor area of accessory dwelling /V A * Provide document lion that shows that the principal owner lives in one o the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 188 Compact: Handicap: 2 Will there be a change in use? ❑ Yes 0 No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes Da No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantiti s 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 m.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable 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 he 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 OR AUTHORIZED AGENT: Signature: Print Name: Josh Johnson Mailing Address: 12201 Tukwila International Blvd Date Application Accepted: Date Application Expires: Staff Initials: i H:\ Applications \Forrs- Applications On Line\2009 Applications \I -2009 - Permit Application doc Revised 1 -2009 bh Date: 911$(9 Day Telephone: Seattle City WA State 98168 Zip Page 6 of 6 Receipt No.: R09 -01755 Payee: SABEY Payment Cash Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 1023049069 Permit Number: D09 -202 Address: 3355 S 120 PL TUKW Status: ISSUED Suite No: Applied Date: 09/28/2009 Applicant: SOFTLAYER Issue Date: 10/29/2009 Initials: JEM Payment Date: 11/06/2009 10:56 AM User ID: 1165 Balance: $0.00 60.00 Account Code Current Pmts 000.345.830 60.00 Total: $60.00 Payment Amount: $60.00 PAYMENT RECEIVED doc: Receipt-06 Printed: 11 -06 -2009 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SOFTLAYER Receipt No.: R09 - 01704 Payee: SABEY CORPORATION /PERMITS Payment Credit Crd MC - Authorization No. 004259 ACCOUNT ITEM LIST: Description • 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 TRANSACTION LIST: Type Method Descriptio Amount BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 RECEIPT Payment Amount: $3,263.62 Permit Number: D09 -202 Status: APPROVED Applied Date: 09/28/2009 Issue Date: Initials: JEM Payment Date: 10/29/2009 01:09 PM User ID: 1165 Balance: $0.00 3,263.62 Account Code Current Pmts Total: $3,263.62 3,259.12 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 10 -29 -2009 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SOFTLAYER Receipt No.: R09 -01511 Initials: WER Payment Date: 09/28/2009 02:30 PM User ID: 1655 Balance: $3,263.62 Payee: SABEY CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC - Authorization No. 002588 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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 RECEIPT 2,118.43 Account Code Current Pmts 000/345.830 2,118.43 Total: $2,118.43 Permit Number: D09 -202 Status: PENDING Applied Date: 09/28/2009 Issue Date: Payment Amount: $2,118.43 doc: Receiot -06 Printed: 09 -28 -2009 Proje 7 Type of Insnctiotl: f�I � + AT Address: 3355 5- 17o PC._ Date Called: Special Instructions: V 3 �' ? `� Date Wanted a.m. Requester: Pho No: c }�J I ,4L, —2Js" r3 4 / l INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 A pproved per applicable codes. El Corrections required prior to approval. / L— COMMENTS: 1,0 b u k i 9 f Inspector. kl\cvd4.4 Date: -7 , Ej $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be - paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr t: ' 7'�,1.4�� Typ f Inspection j sr�s o t o ai , .� Addre : _.,.. .S , 2e ,- Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: . ,__D -- ?‘ // INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMME S: , Inspe Receipt No.: INSPECTION RECORD Retain a copy with permit Aid i� ' ? °4 9 mac?' ,0( Date: 2- — 3 !Date: PERMIT NO. (206)431 -3670 El Corrections required prior to approval. .00 REINSPECTION FEE I QUIRED rior to inspection, fee must be paid at 6300 Southcenter Blv , Suite 00. Call to schedule reinspection. d�� COMMENTS: ?R-d-r)ig Type of Inspection: `.5245,GAk4'/ 4, /, 'V, Address: 3355 s /20 r'L Date Called: ( 0 TO Date Wanted: /- Z S_ / v p.m. Requester: , J — ' & Phone No: 206-2.5 3 j S frk LA P 1 P) ok s net A ) ( aJ S A r C .-p (�y4.�% C.. e. S6 ..A` , (4)45.(f ( . . ar ��.l . A: A 0 A Pro t: 1 ( d /r Type of Inspection: `.5245,GAk4'/ 4, /, 'V, Address: 3355 s /20 r'L Date Called: Special Instructions: Date Wanted: /- Z S_ / v p.m. Requester: Phone No: 206-2.5 3 67/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. 1( C)DS -1aZ Inspector: Date: 1-- 1.) ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: (3 S#rL -S rke e It 6 e iv . Address: 7i 3 ass SOS r e i.. SM-r' i A 4) 14.4.1)/ C i1A`.� ( e.�' i ( { D PA& p cf. 1" I , c i9 °re 3�1 l[?tf - f � bA ps- A 19 fik i ;) v L. 4 9,4 v ( i e i AA` e. ?,' 1 D N . f\--f ('rtj 1 t e f T , A f Al ) . I .4 APP L j 14 Q tiv't , tQ- hr I A )11.0 C I e '4.' t" A , A r--(31 ii J ; r () - n r� � G � ,i1A bJe A^QAT Of LQ)(. fo ' Project: $$ cr Type of Inspection: , ( SdpeA Date Calle . Address: 7i 3 ass SOS r e i.. Special Instructions: Nke �,„, Q SP eL �( .--.1.1% r Q Q • 0 k !, � Date Wanted: _ I _ a.m. Requester: Phone No: INSPECTION RECORD o j-2f1 z4 Retain a copy with perm INSPECTION O PERMIT NCB. CITY OF TUKWILA BUILDING DIVISION I � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date` itiLA■Q ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: ' e e: n C 0 i∎ .S()rr /\ G �J�� 1 t ��, S P c a l r 0 /1 5 A t AA ) arc,' ; .t.)- e---' J1 .rl ro 1/4J OA ( c4 P �� P o 6 _ D j___rt. ", ic.l lee-A dorm . A e4 it a • Tt-. -e.J e _ r S . 1 S u ' G - f•Y w- :.•_Ic= -fE,e Special Instructions: ' (ice lJ ex a ^1 l e ./Jt . / �/ I y°[ ie A h -LA -- - TLcjC A- 10f ( )F - r .-7) l r r°.r ^4 * - 7)::".. _s'%i - of he, G n /1 . 4 T.-✓A. (7Y car (, ) ,�` G- u y r (...A-1{ t o 7i c- d A it" e k - -N t J. - A s . � �0 � -{ I/`) to / T-' \ f %'t.it ' Jr Project:—.. Project: f Inspection: Type of ,.t� 3 Qs . c .e.....?' (. � er- Address: Als-� l y ' U Date Called: / Special Instructions: ' Date Wanted: !m ., (S —(C) p.m Requester: Phone No: ?■off ?Sr — 3cr 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 'Icg 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Appfoved per applicable codes. ❑ $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit Dad -7A2. PERMIT NO. Corrections required prior to approval. Project: ,..-0 we Type of Inspection: j= .e4,-,7//v.S - . -- r - w : Address: _235 5 /2 0 r- Date Called: Special Instructions: / Date Wanted: ( ( /02 / /0 Cj p.m. Requester: Phone N cAO� 2 55— 36 7/ .do 9 -26 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: j ) t) A k 1 A al-- GI L ,. J �J Inspgrir: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: COMMENTS: V /\ c i) IA ( ry ) 'e ( ) i. — F e . 0 . ) ( . 5 . ) '` M f le'kt.fL1 Type of Inspection: ,r - ,414 ,-nin.i A g ill f (2 - rTf . e Al' D - To 6 /2v t Date Called: 0 K..._ 1 t } [ A-i t < 0 .1 Q S` `) t o (ct1» - 1 . 0 l r-= ( V,) (sr" i n-S `` if Al—..) A Date Wanted: //- /2 - 0 S ap p.m. u K 6-:.;.) r _r. 0 c LA 1 '` J A Phone No: a4G 25, 7 67 / >'( ( 10A/K- kr at/At.' S fle i(om'eV ,r■S LL.) n I Project: S b 'e Type of Inspection: ,r - ,414 ,-nin.i A g Address: J355 s /2v t Date Called: Special Instructions: Date Wanted: //- /2 - 0 S ap p.m. Requester: Phone No: a4G 25, 7 67 / z, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. Inspeor: Date. 1 - INSPECTION RECORD Retain a copy with permit 1)411 PERMIT NO. Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: • f )4.r A4 rj) v _. DAP. S % e I) ALI I , A P % C.� i-r' ; (- AP 0 A f 4-1)11/4,0 t'-Aft — , AJ v it `l #` ,) (_ L . J r S c"_ ' KP , k' t.. t A S (` r c . )- p.� J4 S C2"l tc: L 1� � . 6.-Pet iv( sc.t Ct--) t i\-S ne ).A Special Instructions: Date Wanted: 10- 30 - p.m. Requester: Proje V Lt. ev Type of Inspection: Address: 3 3 S-S c 120 l' L- Date Called: Special Instructions: Date Wanted: 10- 30 - p.m. Requester: Phone No: 2 0 (z)--2 —36 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t o -2 2- PERMIT NO. (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. Ins ector: Date: o 3 ri $60.00 REINSPECTION FEE F WIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: 5© pi. 16 v Sprinklers: Type of Inspection: life A Hood & Duct: Address: - 4; 5 - 5 - Suite #: S. i z o`r ?L Contact Person: "I /Me /Lic . Special Instructions: Phone No.: /0,4 - 2c5 - - 367/ it - Needs Shift Inspection: tA o Sprinklers: Fire Alarm: / Hood & Duct: Monitor: l ovdtw Pre -Fire: r10 Permits: t o / Occupancy Type: r INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Pa's' East, Tukwila, Wa. 98188 X1 Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1/13/06 PERMIT NUMBERS 206 - 575 -4407 Corrections required prior to approval. COMMENTS: cowl / h ?an s 4 S 7/447/0 r'dt4 O P)j4 Date: Z I 5 / iH $80.00 REIN PECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call'to schedule a reinspection. . T.F.D. Form FR 113 .COMMENTS: Sprinklers: Type of Inspection: 5Pf i" it_ 1 - (o , gyp, -, V -- tit! To Gov 2 Address: -2,7 5 5.12 0 Suite #: m PL- Contact Percson: v3e.a.kA - 1Mc1<t,aS1-,4 Pre -Fire: _ S 4jiM.t, Are eA 5 ee J;ea_., e,oi ////7161P, // // v //D , 2 J '0 Occupancy Type: l •.. p/yyl Abt ; ,n Y /a av 1 i.„rvI- 1 u ., // 1 ,4 0 ,,W ca l u.. - e \ ?e ; 4- , 6,0e rcite .l. // Project: 70 � 1 6.1 0 , 1 c Sprinklers: Type of Inspection: 5Pf i" it_ 1 - (o , gyp, -, )44. kir A Address: -2,7 5 5.12 0 Suite #: m PL- Contact Percson: v3e.a.kA - 1Mc1<t,aS1-,4 Pre -Fire: _ Speciallhstructions: a Occupancy Type: Phone No.: 2ot, _ - 162 - - Z I •.. Needs Shift Inspection: Sprinklers: Are Alarm: I Hood & Duct: Monitor: LO ,- Pre -Fire: _ Permits: Occupancy Type: I C9� INSPECTION NUMBER ig Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 / - 0 - 5- 07 - 1 - PERMIT NUMBERS 444 Andover Pari�East. Tukwila Wa. 98188 206- 575 -4407 n Corrections required prior to approval. Inspecto •. Date: 2 Sligo Hrs.: / . • n $80.00 R - SPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Wit Project: -7 0 t4 u -142,, Sprinklers: Type of Inspection: 6`viesa oteAc y 1r !Ca NT!NCI Address: 1 55 Suite #: 5.12 o'- Pi- Contact Person: MATT 44,F 1L P: Special Instructions: Phone No.: 2...x0 - 2SS- 7 4 3 7 / Needs Shift Inspection: Sprinklers: Fire Alarm: . Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 IN Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS Corrections required prior to approval. COMMENTS: J "V4 ! 4 - 'I L L f-frI Al ea 04_ cr fr: r //f & � Hof ' !w • Inspector: : / Hrs.. I Date: z /z Li ! $80.00 REI SPECTION FEE REQUIRED. You will receive an invoice from the ity of Tukwila Finance Department. Call to schedule a reinspection. s Word /Inspection. Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: - Type of Inspection: - fl 4. 0t7J e,1. Pio 5 5. )2 o ri- P6 - 5/reh 4 4.y v+ ti of , ' A- lal a....a. Leo. o -IwrA` 2lit — c CI 5 40' c %/ e c.1 /1 . J — AI\ vtC 2.aj 4 X. 1^l e u,r f et!- e")` 5 .) i W51 .A 1 0 S 9 4 410 _ _ Ifre_ A C ► GM S t+\ S vu- h i VCi 1 s Q,�- 4,440k� e.. el r.C• Occupancy Type: j4 1 12 . d 1.- . k ./ 0 c na.:Iii It $ '^^: cog_ _dal 4 w% - I vo J 1 f Pab c . Loire/. / o 19k5 5 � VesoA '' pi • lied t 6 fACP 4� 4 (4 PP1*e /5 — OIL - 414.v, 4 derrA,LA — i`" x `. 4J5 - -1.5 ate. 2 / ?a /zi J . -- c v 5 1.,. ; a 4 5 IA; I 5 4,- "' (L 4,6,,., . Project: So r4. 1U1 - Type of Inspection: Address: 3 - 5--i -- Suite #: 5. )2 o ri- P6 ' Contact Person: a K'.e 1, r zar 2oto- -- - toe d w di= Lio ? -934, s2oo Special Instructions: I to, t ci ed;a tr Phone No.: Needs Shift Inspection: - Sprinklers: Fire Alarm: x i Hood & Duct: -..-- " Monitor: I to, t ci ed;a tr r c ..+0) Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT JO- F- 01/ • PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 EN Approved per applicable codes. Corrections required prior to approval. Inspector:.0 : ;� F PIA 5-} .F31.. Date: 2 (i. i t o Hrs.: o $80.00 R 7d Z INSPECTION FEE REQUIRED. u w ]I i receive an invoice from City of Tukwila Finance Department. Call to schedule a .ceinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Type of Inspection: Vr� SDA 41 PPIXo+fA L 1 5T - Vg N A T F 4 ) T roe 60, PPc. 5 AM L 17 YL ■ Contact Pe on: 6-04..5 l - ((€-# Watewe - FRutP L4/ 7 0 Occupancy Type: — (000j, - MI LA41)0. }_ j (I A ., k. - ( 4 f, a4 50 LA A• - P 1 1*g Phone No.: 147 - All 4ztle4 4k1 47 750 Project: S G -r-11 a. Sprinklers: Type of Inspection: Vr� SDA 41 PPIXo+fA L 1 5T Address: 1 5 5.1? c YL ■ Contact Pe on: 6-04..5 l Permits: Suite #: Occupancy Type: AvE (I A ., k. Special Instructions: Phone No.: 147 5 -_ z-77 47 750 Needs Shift Inspection: Sprinklers: Fire Alarm : Hood & Duct: Monitor: & /.o t w,,. See ,.r : 1.7 Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT . 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 LA Approved per applicable codes. N A $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from th City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 05- F -111 PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: wz, . I. , Sprinklers: �{ - Type of Inspe io • (o v e v' Address: ;3'5 5 State #: S .17 o'•• P L , Contact Person : , 'l` h +N fr y-4 OK, To Coq e„,r n-1a vi e l/ ` Phone No.: - 706 _ 5( ; _ c al r/ 06 5 —Z740 ip ,v+ktit/ Gov YOC L I SPac 1nq �Q J APPleo V % II ,--A I t ■le CA , p ‘A„ . 4 Project: 4.0,/ t i a wz, . I. , Sprinklers: �{ - Type of Inspe io • (o v e v' Address: ;3'5 5 State #: S .17 o'•• P L , Contact Person : , 'l` h +N fr y-4 Special Instructions: Permits: ` Phone No.: - 706 _ 5( ; _ c al r/ 06 5 —Z740 Needs Shift Inspection: - Sprinklers: �{ - Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: ` Type: - - - INSPECTION RECORD Retain a copy with permit o � , z . . • O9- 5- 15Z _O4-- 5 INSPECTION.N I : ER : PERMIT NUMBERS . CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 ' 206 - 575 -4407 Approved per applicable codes. I - 1 Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspedion Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Sprinklers: I Type of Inspection: Hood & Duct: Address: . 3355 — S . / 2 o Suite #: 4bac 52ot P. ,Contact Person: r A a ! ( o y l "` Special Instructions: Occupancy Type: Phone No.: - 1)(2 _ c.7 I — 2 _ 4,60 U(c. 40 Cc..a -y s / //motie r 0,..e., 1/` 5U 1 % rv- .) elt • wl &W / 8 c. t► ov 4 15 / egad a d e� L,. 1.... . Ii I I- ,f) ,Pf i1 L. i s {.d,,... , lo y V ;P" /.e.,. ,G Project: `� Sprinklers: I Type of Inspection: Hood & Duct: Address: . 3355 — S . / 2 o Suite #: 4bac 52ot P. ,Contact Person: r A a ! ( o y l "` Special Instructions: Occupancy Type: Phone No.: - 1)(2 _ c.7 I — 2 _ 4,60 Needs Shift Inspection: Sprinklers: I Fire Alarm: � Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • y INSPECTION NUMBER rx Approved per applicable codes. INSPECTION. RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT bPdf- ZOL PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. • Inspector: f ;4 s-1 , FL4Ar3 Date: I / ,�ia Hrs.: z", $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from 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 r7 COMMENTS: t • Sprinklers: Type of Inspection: 3-- i:Ay di Address: 3' 55' Suite #: 1 /2-o Pl • \-i Contact Person: Special Instructions: t r \ i S ARr ' ;rune- Ps . ice 7, Inc ‚sr I,S CJ.• . /vA0__ V /7,10 jv J./....Az.) © 9 Project: S 4 L ay erg Sprinklers: Type of Inspection: 3-- i:Ay di Address: 3' 55' Suite #: 1 /2-o Pl • \-i Contact Person: Special Instructions: t r \ i Phone Nb.: - Needs Shift Inspect ion: Sprinklers: Fire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER ' • • • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1909 -202 at?- s- it,& PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 : 206- 575 4407 4 Approved per applicable codes. • ri Corrections required prior to approval. Inspector: 5k' ,,- "3 Date: )z-/ ' Jo, Hrs.: 27 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from th 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 Project: c +,6,4 .Q. a Type of Inspection: o.)0_./1,4_0. A. ‘ N SP'c4,Z Address: �� y ; . 1 i a`�- Suite #: Contact Person: `" e,a , , K,.i 1 IMc IrM Special Instructions: Phone No.: Z o 6 - - 7. 1_2760 206 -J3Z -%/51 Occupancy Type: Need s Shift Inspection: .S'rinklers: 7 Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: P . • INSPECTION NUMBER =r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT ray.- 5 - - D a l - aoz PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: aver 5fiec k /4 a OT O l� 4-6 Lo v Inspector:. I Date: a/ $80.00 RE NSPECTION FEE REQUIRED. You will receive an invoice from h C of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1 /13/06 P T.F.D. Form F.P. 113 Project: �r 76 T �fi Sprinklers: "' T �/ Type of Inspection: t `-` rL k IL, rCJ e ' F-c5 Pe4 -tt Address: 3; y C.�- T o''- Suite #: L Contact Person: �� ���, ') eau, K L Special Instructions: Monitor: Phone No.: V206 — 5-4/- Z 6o Needs Shift Inspection : Sprinklers: "' T �/ Are Alarm: Hood & Duct: 1 _ Monitor: Pre -Fire: -` Permits: Occupancy Type: r- a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 �( Approved .pe' applicable codes. Inspector: 41 S Word /Inspection Record Form.Doc 09- .-/60 V6`h ZbZ PERMIT NUMBERS Corrections required prior to approval. COMMENTS: D /4- to C veer N. ! O x....,9 6:9 x /9' di e% ky Date: 1 / f f Hrs.: /, - n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 • T.F.D. Form F.P: 113 a MAYES TESTING ENGINEERS, INC. Project No. T09152 Project Softlayer LLO at SDC 52 -02 Address 3355 South 120 Place, Tukwila, WA Permit No. Ming' Bldg Dept. City of Tukwila Owner Sabey Corporation Contractor Sabey Corporation Record No. 001 Date 12 -14 -09 Weather Inside Inspection Firestopping Sample(s) N/A Preliminary Inspection: As noted above. Seaffie Office 20225 Cedar Valay Road Sate 110 Lyrrnr000d, WA 98036 ph 425.742.9360 fw425.745.1737 Tacoma Office 10029 S. Taoana Way Site E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd urine SLite 190 Portland, OR 97211 ph 503281.7515 fax 503281.7579 Inspected firestopping for 1 -hour rated walls at Softlayer Data Center, Phase 52 -02: top and bottom of wall and through wall penetrations. Verified materials and completeness of work for all perimeter walls of new data center space shown on approved plans. One area of 1 -hour perimeter wall in incomplete at this time at grid 6 /E -F. This will be inspected when complete. Inspector: Tom Cain Reviewed by Shaun W. Sevigny Page 1 of 1 ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. SOFTLAYER DATA CENTER SDC52 -02 Do'zoz Intergate East Campus 3355 South 120th Place Tukwila, Washington STRUCTURAL CALCULATIONS - tis -o`) September 25, 2009 ENW Project No. 99- 136037 • REVIEWED CO COMPLIANCE CODE CE APPROVED OCT 2 7 2009 City of Tukwila BUILDING DIVISION RECEIVED , •SEP 2'8 2009 PERMIT GENIE • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.enwseattle.com n ENW ENGINEERS NORTHWEST, INC., P.S. PROJECT # 5✓ / 3c 03 t PROJECT 54 4011 c71'CJ O / Lj1 /i (. DATE 9 - Z 3 vy SHEET OF �3 BY SUBJECT Otet. �. 0.0X ' Iy'‘ Ant 60/ `7' ( Cj 02 LdD. V 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522-6698 STRUCTURAL ENGINEERS c vT : 77 t4 (2-0c0 / - 3 . 697 0; 464.. NJ. J00W 0A1 cf'1 C[a4S✓ ..O'Z . or 2_GY)6 ,' 6,C 0 F SCI. /C_ G td S ?"2665 Le75 ADC -52 Soft-Layer TI Date and Time: 9/23/2009 10:44:25 AM MCE Parameters - Conterminous 48 States Latitude = 47.488839, Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 Sp z aa- o G) 1.0 073.7 Soil Factor of 1.52 e MCE Parameters - Conterminous 48 States Latitude = 47.488839, Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 1.00 Fv = 1.52 Period SA (sec) ( %g) 0.000 056.2 0.4FaSs 0.105 140.6 To 0.200 140.6 T =0.2, FaSs 0.524 140.6 Ts 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T =1.0, FvS1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 n 0 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = 'Shaded cells Job number : 99138037 - Job name : Sabey Data Center (SDC -62) Soft-Layer Data Center IBC 2006 Section 1613.1 / ASCE 7 -08 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are tb ASCE 7 -05 (U.N.O.) In Basic Seismic-Force- Resisting System = Basic Seismic-Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss= S1 = T� = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = roof high point (minimum parapet) Elevation of top of wall lateral support (min.) = roof low point (maximum parapet) See Sections 12.2.6.8 & 12.2.5.7 for limits for OMFs & IMFs in Seismic Design Category D or E Output Site Coefficient Fa = 1.000 Table 11.4 -1 Site Coefficient Fv = 1.500 Table 11.4 -2 Sms = 1.408 Sms = FaSs Section 11.4.3 (Eq.11.4 -1) Sm1 = 1.108 Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 0.937 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4-3) Sd1 = 0.737 Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Seismic Design Category (SDC) = D Section 11.6 & Tables 11.6 -1 & 11.6 -2 To = 0.157 0.2Sd1 /Sds Section 11.4.5 Ts = 0.787 Sd1 /Sds Section 11.4.5 Ct = 0.028 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 Period = T = 0.177 seconds - Section12.8.2.1 (Eq. 12.8 -7) Cu = 1.4 Sa = 0.937 Section 11.4.5 (Eq. 11.45)or (Eq.11.4-6)or (Eq. 11.4 -7) R = 3.5 Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) Qo = 2.6 System Overstrength Factor modified for flexible diaphragm Cd = 3 Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 IE = 1.5 Occupancy importance Factor - Table 11.5 -1 Detailing Reference Section = 14.1 & 12.2.5.6 - 8 0.402 Section 12.8.1.1 (Eq. 12.8 -2) 1.785 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8-4) 0.158 Section 12.8.1.1 (Eq. 12.8-5 & Eq. 12.8-6) 0.402 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8-6) 0.402 IN At strength level USD (Eq. 12.8-1) 0.282 IN Working (0.TE ) ASD Diaphragms Cs calc. = Cs max. = Cs min. = Cs use = Vu design = V design = Ev = Fpu talc. = Fpu min.= Fpu max.= Fpu design = Fp design = ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 C4 Ordinary steel moment frames 10.00 ft. 10.00 ft. 10.00 fl 10.00 ft. Moment - Resisting Frame System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long - period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F". 0.187 'D = +/ -.2 Sds D (Eq. 12.4-4) - May be Zero for proportioning foundations. wp = The weight tributary to the diaphragm at that level 0.402 wp (Eqs. 12.8-2 thru 12.8 -6 above) 0.281 'wp (min. Section 12.10.1.1) 0.662 `wp (max. Section 12.10.1.1) 0.402 `wp USD 0.281 'wp ASD (0.7*USD) EQ. W = Building weight (# or kips) SHEET / OF 4/8/07 SEISMIC 9/21 /2009 ASCE7-05Seismic I ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 = Table 13.6 -1 Category = Ip = Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Equipment Lateral Load Anchorage force (WSD) ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Job number 99136037.000 1 Job name [Sabey Data Center (SDC -52) Soft Layer Data Center, TI 1.5 Section 13.1.3 kips R input (R or G) Output ap /Rp = 0� 400Table 13.6 -1 z/h = 1.0000 at roof level Fpu= 1.6*Sds *Ip*Wp = 2.2488 •Wp Upper bound Fpu= 0.4 *ap *Sds *Ip/Rp *(1 +2z/h)Wp = 0.6746 *Wp Calculated Fpu= 0.3 *Sds*Ip"Wp = 0.4217 *Wp Lower bound Fpu design = 0.6746 *W (U.S.D.) Fp design = 0.4722 IN (A.S.D.) Working (0.7 factor ) Fp design = 0.472 kips See footnotes below NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenion load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) Cow T1) ;�2s9�t' 0.937 Automaticly Input from tab "IBC EQ." SHEET i f OF ,/.) Rev. 4 -16-09 Input DS-9) Electrical conduit, bus ducts, rigidly mounted cable trays, and plumb, Distribution Sytems 9/21/2009 Elect. Mech. Components ASCE7 -05Seismic Category Importance Table 1 -1 pg.4 Factor Table 6-1 II 1.00 III & IV 1.15 0 0 0 ' *• Property of Engineers Northwest, Inc., Seattle - Use by others unlawful ••• AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 8.6.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) All references are to ASCE 7 -05 for Sections, PROJECT NUMBER: 99136037 Figures, Tables & Equations PROJECT NAME: SDC.52 Softlayer Data Center TI LOCATION: Tukwila, WA DESIGN BY: prim PROGRAM LIMITATIONS: 14 The building height geggiviat exceed the length nor width (a rigid structure) 24 The building MUST NOT exceed 60 feet in height 34 The root slops MUST NOT exceed 45 degrees. BUILDING AND SITE INFORMATION I, KM BUILDING WIDTH, B = 490.00 ft. BUILDING LENGTH, L = 462.00 ft. BLDG. EAVE HEIGHT, he = 69.00 ft. BLDG. RIDGE HEIGHT, hr = 68.00 R. ROOF SLOPE, s = 0.25 inJft. IS ROOF A HIP OR GABLE? Gable HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = TOPOGRAPHIC FACTOR, Kzt = DIRECTIONALITY FACTOR, Kd = 0.85 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building internal pressure condition = ENCLOSED Determines GCpi in Figure 6-5 Note:- III = Pubic Assembly &/or Hazardous ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility MEAN ROOF HEIGHT, hmr = DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) = OUTPUT 58.60 ft. 69.00 ft. 69.00 f1. 69.00 ft. MAIN WIND -FORCE RESISTING SYSTEM FROM ASCE 7 Figure 6-5 ( Input From - "Building internal INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz = 0.8499 qh = 0.00256 Kz Kzt Kd V I (Eq. 6-15) qh = 15.37 psf (4 EL.59 ft. Section 6.5.12.2.2 Low -Rise Buildings p = qh[(GCpf) - (GCp1)) (Eq. 6-18) Case A - Perpendicular to ridge Case B - Parallel to ridge Zone GCpf Load Zone GCpi Load `1 0.40 6.15 psf 1 0.40 6.15 psi 2 -0.69 -10.60 psi 2 -0.69 -10.60 psi 3 -0.37 -5.69 psi 3 -0.37 -5.69 psi 4 -0.29 -4.46 psi 4 -0.29 -4.46 psi 5 -0.45 -6.92 psi 5 -0.45 -6.92 psi 6 -0.45 -6.92 psi 6 -0.45 -6.92 psf 1 E 0.61 9.37 psf 1E 0.61 9.37 psi 2E -1.07 -16.44 psi 2E -1.07 -16.44 psi 3E -0.53 -8.14 psf 3E -0.53 -8.14 psi 4E -0.43 -6.61 psi 4E -0.43 -6.61 psi Windward Parapets = 23.05 psi Leeward Parapets = -15.37 psi a = 23.60 ft. 2a = 47.20 ft. ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 33 6869 WOODLAWN AVE. N.E. (SUITE 205) 5/24/07 SEATTLE, WA. 98115 (PARALLEL TO RIDGE) (PERPENDICULAR TO RIDGE) Roof slope = 1.1935 degrees 69.00 ft. (EL o'-0" to T.O.W.) 85 mph ( 3 second gusts only fi l l ) B Section 6.5.6.3 1.16 See table to the right 1.00 Figure 6-4 & Eq. 6-3 (WIND PERPENDICULAR TO RIDGE) (WIND PARALLEL TO RIDGE) 1 (MWFRS) pressure condition" above) nce Factor - I UB = 0.94 B/L = 1.06 hmr /B = 0.119 hmr /L = 0.127 Internal pressure = +/- 2.77 psi NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 9/23/2009 ASCE7- 05WindMeth2 '*` Property of Engineers Northwest, Inc., Seattle - Use by others unlawful "' PROJECT NUMBER: 99136037 PROJECT NAME: SDC -62 Softlayer Data Center TI LOCATION: Tukwila, WA WIND LOADS PER ASCE 7-05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 69.00 it. BLDG. RIDGE HEIGHT, hr = 68.00 ft. BLDG. EAVE HEIGHT, he = 69.00 ft. MEAN ROOF HEIGHT, hmr = 68.60 ft. Distance diaphragm is below roof = Walls @ corners = Walls = Windward roof = Leeward roof = Windward roof = Leeward roof = Walls parallel to the wind = Windward Parapets = Leeward Parapets = 2.0 in. Wall Support Elevation at Ridge = 67.73 ft. Wall Support Elevation at Eave = 68.73 ft. 2a = 47.20 ft. a = 23.80 ft. Loads to MWFRS Location Zone 1E &4E 1 &4 2 3 2E 3E 5 &6 All All ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Joist depth @ MBS buildings For MWFRS Corner design load For Wall "Corner design load Loads 15.98 psf 10.60 psf -13.37 psf -8.45 psf -19.21 psf -10.91 psf 0.00 psf 23.05 psf -15.37 psf MWFRS - Diaphpaam loading parallel to the ridae Corner load (up to) 47.2 ft. from corners = Non-corner load (more than) 47.2 it from corners = MWFRS - Diaphpaam loadina perpendicular to the ridae Corner load (up to) 47.2 fL from corners = Non-corner load (more than) 47.2 ft. from corners = MWFRS - Roof Uplifts Roof uplift load up to 47.2 ft. from exterior walls = Roof uplift load more than 47.2 ft. from exterior walls = Components & Cladding Wall Design @ 1164 sq.ft. trib. (Inward) = Wall Design @ 1154 sq.ft. trib. (Outward) = Wall Design @ 1164 sq.ft. trib. (Outward at Corners) = Wall Design @ 26 sq.ft. trib. (Inward) = Wall Design @ 26 sq.ft. trib. (Outward) = Wall Design @ 25 sq.ft. trib. (Outward at Corners) = Parapet only Design at Corners = Parapet only Design NOT at Corners = Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) = Roof overhang & canopies uplift (Zone 2) = Wall anchorage load at corners = Non-corner anchorage load 23.8 ft. from corners = Wall anchorage load at ridge = 4 Create a separate load case with all horizontal zones equal to 10 psf and all vertical zones equal to O. Check this load case as an independent case and do not combine with the load case at the left. 490 plf 340 plf 480 pif 320 plf -19.3 psf -13.4 psf 12.4 psf -13.8 psf -13.8 psf 16.6 psf -17.0 psf -20.2 psf 24.9 psf 24.9 psf 0.50 inift. 1 644.0 sq.ft. -11.1 psf -16.2 psf 410 plf 410 plf 430 plf f- USE ♦- USE 4- 4---- USE 4-- USE f-- USE f--- USE 4- USE 4-- USE 4- USE 4- USE f- USE 4- USE 4-- USE ♦-- USE 4-- USE I USE 4-- USE F -1/SE f- USE SHEET OF ✓ 3 5/11/08 2 9/23/2009 ASCE7-05WindMeth2 0 0 O ENGINEERS - NORTHWEST, INC.P.S. SHEET 1 OF 3 6869 WOODLAWN AVE.N.E. (SUITE 205) 5/25/07 SEATTLE, WA. 98115 PROJECT NUMBER: 99136037 PROJECT NAME: SDC-52 Softlayer Data Center TI LOCATION: Tukwila, WA Property of Engineers Northwest, Inc.. Seattle - Use by others unlawful Wind on Component & Ciaddlnsl (Walls & Parapets) - ASCE 7 -05 Section 6.5.12.4.4 HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = TOPOGRAPHIC FACTOR, Kzt = DIRECTIONALITY FACTOR, Kd = VELOCITY PRESSURE COEFF. Kz = Roof Design height for (qh) = Parapet Design height for (qh) = Effective Wall Wind Area "A" = qp = qp = Components & Cladding Parapet Load Case A Total wind pressure at corners = Total wind pressure not at corners = Parapet Load Case B Total wind pressure at corners = Total wind pressure not at corners = Wall Design a 1154 sq.ft. trib. (Inward) = Wall Design @ 1154 sq.ft. trib. (Outward) = Wall Design at 1154 sq.ft. trib. (Outward at Corners) = INPUT from Sheet 1 INPUT from Sheet 2 IMMO OUTPUT 15.37 psf At top of parapet for Zones 4 & 5 15.37 psf At roof height for Zones 2 & 3 = Positive pressure from Wall Figure 6-11A to the front of the parapet = Negative pressure from Roof Figure 6-11B to D to the back of the parapet = Negative pressure from Wall Figure 6-11A to the front of the parapet Fig 6 -11A Positive Wall Pressure Zones 4 & 5 Front Location Gcp Gcpi * p Positive: Zones 4 & 5 per Fig 6-11A Parapet 0.6300 0.00 9.68 psf Negative : Zone 5 per Fig 6-11A Parapet -0.7200 0.00 -11.06 psf Negative : Zone 4 per Fig 6-11A Parapet -0.7200 0.00 -11.06 psf Negative : Zone 3 per Fig 6-11 B,C or D Roof corners -0.9900 0.00 -15.21 psf Negative : Zone 2 per Fig 6-11 B,C or D Roof -0.9900 0.00 -15.21 psf p design 24.89 psf 24.89 psf 20.75 psf 20.75 psi 12.45 psf -13.83 Of - 13.83 psf Parapet Load Case A Section 6.5.12.4.4 top of parapet P ° qp (GCp-OCpl) (Eq. 8-24)' • GCpi is not included as the parapet is assumed to be nonporus Flg. 6-11B to D Fig 6 -11A Negative Roof Negative Wall Pressure Pressure Zone2or3 Zone4or5 Back Front Use for Parapet Design Use for Wall Design Parapet Load Case B Section 6.5.12.4.4 Not At corners At comers GCp GCp 0.6300 0.6300 -0.9900 -0.9900 -0.7200 -0.7200 Fig 6 -11A Positive Wall Pressure Zones 4 & 5 Back 9/23/2009 ASCE7-05WindMeth2 n 0 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic C ). Wind Load See snow load Basic ground snow load — Basic roof snow load Importan Drifting sno • is . req Ss = 1.406, S1 = 0.737, IE = 1.5, •ss "D ", SDS = 0.938, SD1 = 0.323, Seismic ' ign Category = "D" and Seismic Use Group I. Basic Seismic Force Resisting System(s) = BFS W /Concrete Shear Walls Equivalent lateral force procedure was used. Basic wind speed 85 (mph Exposure B. Importance factor 1.1 Collateral loads were n 25 psf e factor — 1.2, snow expos • the desig ite C factor — 1.0 plift design 0 (N o' - t T Y P . O f 1 is U 0 I U 0 1 0' -0" E N ' \ ' V ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # /3 c, 6 SUBJECT 6869 WOODLAWN AVE. E. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT 916 �4QI(7' ` 2 s oFrLA yin ado c7 . DATE SHEET BY Daniel M. Lake 99136037 N6 N1 °Engineers Northwest Inc., ... F44mE£e �� d y11d s e ff/f,' 81-0 Gc� Hs5 "sr (jrm0 N5 KS S pos (c fce3 N2 Sabey Data Center (SDC -52) sell /440a te ids r`. 1, 10 ,* N4 N9 N3 Sept 21, 2009 at 2:43 PM untitled.r3d Loads: BLC 1, dl Q olubon: Envelope ngineers Northwest Inc., . Daniel M. Lake 99136037 Sabey Data Center (SDC -52) Sept 22, 2009 at 9:29 AM server enclosure fFame.r3d 99134037 Daniel M. Lake Engineers Northwest Inc., ... Sabey Data Center (SDC -52) N3 N9 Sept 21, 2009 at 3:14 PM server enclosure frame.r3d ENS ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS DD qq 2 // 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522--6698 PROJECT ## D 13(9 0 3 C PROJECT v/ 8 t r L7 ,47 C {� I. ` - J Z (, sor / ti ^ / ) DATE S SUBJECT / SHEET ` 4- OF P1 BY & i c .0 /6� 4Jc? L 1 /, 2 c - / t2t2 FG rar . U7 ii - /. / R • /Y/p L / , � c - 0 - 2) ISN intirxWr c v a e - h 6 V 5 = / t (1 4)6.6 i 4 6) 1 2(0k z 2/•( k. '� , 2 0 4 c_5) Z 32.5"` c f/3-1_ i W /: 3 i . J N Hs ¢x ¢e 3 /b Z Z 3..(0 ? it L /ro /774 {/!/¢ . /Z e R z 1 ` • fifix c.ima 771,4 -r cAi 8 : f i (t b re) 9-Afbr sysA -t. h r i t , z 0o- 4 k • dr c Z /a • • r't 7 �, Z ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522 -6698 PROJECT # 39 13 b 03 } PROJECT c//W&f/� CX` 5 ` (50F7 DATE ✓ - 2 / " Uy SUBJECT v rer ` t.4r. L) I 3 SHEET I C - OF 4 i ) By ,0 LS F Ws61, t. w . s K1-F (36 z 0.402(2) O.sO Art, i i / g ('sti A SV ' l 2 5 K. 1 Hot Rolled Steel Code AISC : LRFD 13th Cold> F ormed Steel Code NS! 99:4S :. Wood Code NDS 91/97: ASD d Temperature . ... :... <10OF Concrete Code ACI 2002 ,Masonry Code ..: : MSJC 05 /IBC 06•ASD Company : Engineers Northwest Inc., PS Designer : Daniel M. Lake Job Number : 99136037 Sabey Data Center (SDC -52) Global Display Sections for Member Calcs M At001,01Biicjipfis for ber Ca Include Shear Deformation includa,WarVing Area Load Mesh (in "2) Merge.Toleraiice (in) - : - P -Delta Analysis Tolerance \ellies! MO 5 97 Yes Yes 144 :12 0.50% Number of Shear Regions Region Spacing increment' Biaxial Column Method P>; nne Beta. Factor (PCA) Concrete Stress Block Use: Cracked Sections Bad Framing Warnings UntiSed Force: Warnings. 4 4 PCA Load Contour .65 Rectangular Yes Yes Joint Coordinates and Temperatures 1 3 5 7 9 11 NI N3 N4 N5 N6 N9 NIO N11 N12 0 10 28 10 0 10 28 28 10 0 0 0 - 0 0 10 0 10 10 10 0 10 10 0 10 10 10 10 10 10 0 0 0 a 0 0 V 0 0 Member Primary Data Label X [ft] Y [ft] Label I Joint J Joint K Joint - Rotate(deg) Section/Sha Z [ft] 1 : ... 2 3 5 7 .8 1 N1 M2 N2 M3 N3 N4 M5 N5 m6 N6 M7 N12 M6.... ... 7 N7 NO N9 N10 N11 N12 N7 NO ............ Pe column coltrmri: column colurrmf column colu�rirt beam beam Column Colu€rtn Column Column Column Column Beam SquareTube SquareTube SquareTube SguareTube SquareTube SOirateTube Tube A500 Gr.46 A Gr.46- A500 Gr.46 A ; A500 Gr.46 MOO Gf 46 MOO Gr.46 Typical Ty*a Typical Typical Typical Typical ` Typical `Yia1 RISA -3D Version 8.0.0 [Q:\...1... \99136037 SoftLayer\server enclosure frame.r3d] Sept 22, 2009 9:19 AM 6 �� Checked By: Temp [F] Detach From Diap... Type Design List Material Design Rules Page 4 1 __M9 __N8_ __ _. _N9_ __ .. _ ___ 11154 beam Beam Tube A500Gr.46 Typical . Typical Typical Typical 10 M10 ` N9 ' NW 29000 moo Gr.46 :> beam.. Beam Tube Gr.46' A500 Gr.46 11 M11 N10 N11 A992 beam Beam Tube 12 . M12 N11 . N12 .49 50 beam Beam Tube A0 .Gr.46 13 M13 N11 N8 .3 .65 beam Beam Tube A500 Gr.46 Typical 1 A36 Gr.36 HSS4X4X3 29000 SquareTube 11154 Typical 2.59 .3 .65 .49 36 2 A572 Gr'.50 ; >. Beam 29000 moo Gr.46 11154 2.59 :. ,. 3 65 49 5t1: 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr42`:.. .:::.:..., 29000 .: 11154 .: .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1 column HSS4X4X3 Column SquareTube A500 Gr.46 Typical 2.59 6.219 6.219 9.978 2 beam HSS4X4X3 Beam Tube moo Gr.46 ' Typical 2.59 6219 6.219 9:978 0 Company : Engineers Northwest Inc., PS Designer : Daniel M. Lake Job Number : 99136037 Sabey Data Center (SDC -52) Sept 22, 2009 V'/ 9:19 AM )> Checked By: Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate ep) Section/Sha T Design List Material Design Rules Hot Rolled Steel Section Sets Label Sha T Desi Li Material Design Rules A fin21 Ivy 11n41 Izz rin4 Jriin4 Hot Rolled Steel Properties Label E rks 0 Hot Rolled Steel Design Parameters Joint Boundary Conditions Joint Label X [k/in G rks Y [kiln] Z [k/in Nu Label Shape Length.. Lbyy[ft] Lbzz[ftl Lcomp to...Lcomp bo... Kyy Kzz Cm- yy_Cm -zz Cb y swa z sway Function 3 5 7 9 11 13 1 M2 `. M3 M5 m6 . M7 M9 111110 M11 M12 M13 column column'. column = column column column beam beam beam beam beam beam beam 10 10 10 10 10 10 18 1 18 10 10 Lateral Lateral: Lateral Lateral Lateral Lateral Lateral :Calera' Lateral Lateral Lateral Lateral Lateral 1 2 3 5 N1 N3 N5 1 Reaction Reaction Reaction Reaction . Reaction Reaction Reaction :Reaction Reaction Reaction Reaction Reaction 1 Reaction Reaction Reaction Reaction - Reaction Reaction Reaction X Rot.[k ft/rad] Y Rot.[k ft/rad] Z Rot.[k ft/radl RISA - 3D Version 8.0.0 [Q:1...1...199136037 SoftLayerlserver enclosure frame.r3d] Therm (1 E5 F) Densitvrk/fM3 eldrk Footing Page 5 1 M 7 Y -.25 5 2 M13 Y - . 88 .:.: ,: g 3 M10 Y -.45 5 4 . M9 Y'. :: - 45 - 9 5 M11 Y -.45 9 1 M7 Z .101 5 2 M 13 Z :.:::. .354: .. ;::.:. 3 M10 Z .181 5 4 . M9 Z .184 ::: 9 . ....: 5 M11 Z .181 9 1 - -- - - - - - - -- Mine - - -4 M13 5 :.:::. .354: .. ;::.:. 5 3 2: ::: de ; Iona Way: NOne :402. 3: : 3 seis short way None .402 5 1 M7 X .101 5 M13 X .: :.:::. .354: .. ;::.:. 5 3 M10 X .181 5 Company : Engineers Northwest Inc., PS Designer : Daniel M. Lake Job Number : 99/36037 Sabey Data Center (SDC -52) Basic Load Cases C ategory Member Point Loads (BLC 1: dl) Direction Member Point Loads (BLC 2 : seis long way) Direction Member Point Loads (BLC 3 • seis short way) Load Combinations it G Envelope RISC 13th LRFD Steel Code Checks Maanitudef k. k-ft Maanitudefk.k -ft Maanitudefk.k -ft' RISA -3D Version 8.0.0 [Q:\...\... \99136037 8oftLayer\server enclosure freme.r3d] Sept 22, 2009 015 9:19 AM Checked By: int Point Distributed Area (Me... Surface (... nfft.% Locationfft.% Location ff .% Description Solve PDetta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor "dift °loads 'oint loads dint loads ! ravit Yes Y di-seis X dl +seis Z Yes Yes 1 1.2 1.2 1.2 al MI ME MI El 3.5 - -_ -_ - joint loads Y 1 1.2 3 -3.5 Y 1.2 Member Shape Code Check Loc[ft LC Shear ... Loc[ftl Dir LCphi *Pnc [..phi "Pnt [k]phi *Mn y.. phi *Mn z.. Cb Eqn 1 1 3 M3 5 M5 6 016 . .:: 7 M7 $<.. , M8 HSS4X4X3 .514 HSS4X4X3 HSS4X4X3 .476 HSS4X4X3::.; .477 HSS4X4X3 - .647 h]SS4 .511 •> HSS4X4X3 .208 H.SS4X4X.1- .521 10 10 > 10 10 10 10 0 4 4 4. 4 3 .022 .030 ::020 .026 .023 0 .. 0 0 0 :: 0 0 1.0. y y y y 4 4 4 4 3 71.634 71;634:: 71.634 7:1.634 71.634 71,634 :: 71.634 •?:1.814. 107.229 107229 107.229 :107;229 107.229 107 ,229 107.229 10'229 12.685 12.685 12.685 ::12:685 12.685 12.685 12.685 12$$$ 12.685 12;686 12.685 12:685 12.685 12 *685 12.685 1 2.685 1....H1-lb 1.. ..H1 -1b 14H1 -1:b€ 1 .. -H1 -lb 1 -H41 1•• -H1 -1b 2- . 4114 Page 6 9 _ M9 . HSS4X4X3 .474 18 4 .029 18 y 4 30.115 107.229 12.685 12.685 2-- -H1 -1b 1 f Mb0:..:.: HSS4X4X3::'; .:. ::312 . =. 10 3 = :035 10 y 3 71.634 12:685: 1.-...4414b 11 11 M11 HSS4X4X3 .476 0 4 .029 b y 4 30.115 107.229 12.585 12.685 2 .. - H1 -1 12 _ _M12 , ::: HSS4X4X3 521 4 .050 . 0 y 4 71.634 71.634 107:229 107.229 12:685 12.685 1248S. 12.685 2...../11;-1b 1.- -H1 -1b 13 M13 HSS4X4X3 .309 0 3 .038 0 y 3 • Company : Engineers Northwest Inc., PS Designer : Daniel M. Lake Job Number : 99136037 Sabey Data Center (SDC -52) a ' Envelope MSC 13th LRFD Steel Code Checks (Continued) Member Shape Code Check Loc[ft] LC Shear ... Loc[ft] Dir LC phi•Pnc [..phi*Pnt [k] phi *Mn phi'Mn z.. Cb Envelope Member Section Deflections Member Sec x [in] LC y [ n1 LC z [in] LC x Rotate [r... LC (n) Uy Ra.. LC 1 1 max 0 1 0 1 0 1 2.327e -4 ,1 0 1 0 .. 1 2.043e -3 4 .024 1 .291 3 2.327e -4 1 4.025 .. 4 .. =.014.:.4- 4043 11011111111111.111111111111=1111111311111113 15 - ©l 0 Ell 20 21 23 24 > 28 29 . 30 . 31 33 34 35 36 37 :38 39 Min max rain max Min max min max mill max mitt max mint max mm max mii max rntp max min max mmin max max in -.002 0 -.003 -.001 -.004 0 0 .. 0 0 . 0 ,:001 0 x:002 0 -.002 0 0 -.001 -.001 -.002 -.001 .003 - 1.953 - 2.024 4.75 .089 - 3.°142 0 -.01 1.00'1 -.007 -1.914 .021 2.654 .089 •3.142 0 ,0 : .018 - -991 .046 - 1,91 .096 -2.649 .177 -3.136 -.005 0 0 1.024 -.041 !` 1.237 .001 ».025 1.388 0 0 .475 .018 .898 .029 1.219 .025 1.388 2.327e -4 2.327e -4 1.342e -3 - z,12�3 1.342e -3 :4123a 3 1.342e -3 =21:3 1.342e -3 - 1,246e -4 5.787e -4 -2 8.681e-4 .738e -4 1.157e -3 4.98404 - 1.178e -7 - 1.341e -3 - 1.178e -7 - 1.341e -6 - 1.178e -7 - 1.341e -3 - 1.178e -7 - 1:34104 - 1.178e -7 1.191e-7 3 4.266 NC 5856:7 1440.914 NC NC .: .. 1721.289 361.884 NC 2391.898 555.824 NC 349582 5623.25 402.894 1351.152 NC NO , NC .... 6752.173 556.909 2600.412 350269 1253.58 403.692 677.536 1250.02 716: 588.435 197,91 675.215 2: mitt 3 2 max 42 43 0 0 Milt 2 max 0 0 1. 2: f91e -3 .084 3 .437 3 1.1916-7 RISA -3D Version 8.0.0 [Q:\...1...199138037 SoftLayerlserver enclosure frame.r3d] NC NC NC 499.99 NC 3010.475 Sept 22, 2009 19/ 9:19 AM 3 Checked By: NO 942.501 Eon n) Liz Ra.. LC NC 1 NC 1: 1987.223 3 70`_79 Page 7 Company : Engineers Northwest Inc., PS Designer : Daniel M. Lake Job Number : 99136037 Sabey Data Center (SDC -52) Sept 22, 2009 '7 9:19 AM Checked By: Envelope Member Section Deflections (Continued) 45 47 49 51 $ 53 55 57 59 64: 61 63 65 67 . 88 69 70 71 73 74 '" 75 76 :: ,77 79 81 82 83 85 87 88 , 89 90 91 92: 93 m6 mire 3 max 4 max min 5 max 1 max 2 max sh irt 3 max M7 M8 M9 M10 4 max 5 max Mid 1 max Min 2 max min 3 max 5 max Miri 1 max m in 2 max min 3 max mih 4 max 5 max mitt 1 max Min 2 max mi 3 max mkt 4 max mtn 5 max 2 Max mid -.001 -.002 3 -.002 4 0 0 0 ':: 0 .001 .002 -.001 .005 .922 .005 .005 111 .. : ,922 4 max 005 • mfti - 922 .005 :922 3.141 -.089 3.142 -.089 3.142 :089 3.142 3.142 3.142 -.089 3.142 -.089 3.142 -.089 3.142 - .089 3.142 -.089 1.388 1.388 1.388 0 .:.:: 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 .152 •2.019 .189 .2.744 .177 - 3.136 0 .053 -1.023 .102 -1.949 .145 2:682 .177 - 3.135 .002 1 : -.001 -.042 -..045 -.027 .002 0 :. .002 .017 - .124 .028 -.051 .048 .025 : -.001 -.001 -.004 -.172 -.175 -.056 .178 0 -:002 0 -.045 -.069 4 3 3 4 3 1 3 4 3 4 3 4 3 4 1 4 3 4 ` 3 4 4 3 .822 3 1.19104 .045 4 . 4y11104 1.105 3 1.191e -7 - 2.11'434 1.237 3 1.191e-7 .001 4 0 1 2.455e -7 .316 3 2.455e -7 .011.: ; . 4 204ee' .597 3 2.455e -7 017: 4 2.146 .81 3 2.455e -7 .41:3;,: 4 ' = .922 3 2.455e -7 :005 4. -2.04604 3.135 4 9.421e3 .177 3 ,4 3.0826-4 3.153 4 9.425e -3 - .127::::3 -7,488e4 3.167 4 9.429e 3 .: - 3. 3430 -4 3.157 4 9.433e -3 -.089 4. 4.26704 : 3.141 4 9.43803 x.089: 1 4 .922 3 3.48503 -.005 4 8.725e4 .994 3 3.975e -3 0 : 4 1*,16' e4 1.079 3 4.46403 0 1 1 462e4 1.164 3 4.954e -3 0 :.. 1 1.7570.3 1.237 3 5.443e -3 4: 2.05164 1.237 3 5.443e -3 -.001 4 2.05103 1.352 3 5.36e -3 - .029 4 1,859e-3 1.418 3 5.27603 2 4 1.664e-3 1.403 3 5.192e -3 1 1,469e4 1.388 3 5.108e -3 0 1 1.274e3 .089 1 3.046e -3 - - 3.142 4 - 1:1160 . .089 1 3.046e -3 - 31 .4 -11. .089 3 3.05403 3211 71315i4.. 3 423.149 1 1881.547 3:> 265.736 1 2150.339 305.643 1 NC C 1 NC 3 . .. 1 NC .3.- 501 :034 1 8722.89 3 : ;314.926 1 9969.017 65.: 1 NC 3 .::N 4 NC 3 NC* .: 4 NC 3 4153:583 4 2715.979 3<: 2710 4 4173.542 1: 2084.06 4 NC 1:.: `.NC 3 NC N C 3 6764.521 4:; 968:637 3 4105.098 4 2407:141 3 2395.336 4 4428:403 3 NC :NC 3 NC 4 . NC 3 1260.026 1 1257:874 3 4051.225 1 702,365 3. 1195.335 1 .1070.867 3 NC NC NC 2750.4 .4 1394.139 3 1769.547 .4.::1789.712 379. 806 3 . 4 7109.57 4 5 NO 1' 4 NC 4 1 . NC 1: 4 NC 3 1,...:NC:..:. 4: 1 1660.192 3 4 *!NC..: `4' 1 763.971 3 4:. .....NO 4 496.497 3 1 3 381.221 3 3 NC 3 4 - 3 2814.396 3 4 .; 7783.731 4 :: 4 2041.394 3 i NC 4 i> 4 4141.844 3 .1.: NC 1 3 NC 3 4 NC.. 1 3 NC 1 4 NC `4 1 NC 1 3 - 26$ . 3.4W 4::. 3 1406.233 3 1662.:4 Member Sec x fin] LC y LC RISA -3D Version 8.0.0 [Q :1...x...\99136037 SoftLayerrserver enclosure frame.r3d] z Rd, LC x Rotate Er... LC (n) Uy Ra.. LC (n) Uz Ra.. LC 028 - tli 4 4178.538-7- 3 590.58 3 .. ....... .... ........ 4 • :.2811:588 -) 4: 3 678.006 3 4 2984 :67: 4 3 NC 3 4:, t C ... ; :4: 1 NC 1 3 1408.251 3 4: 9992:464 4 3 884.17 3 4: 6245:29 4 3 1016.628 3 4. 7157;474= 4` 3 NC 3 -4 NC 4 4 NC 4 3 689:526 3 ' 3 7193.056 4 1 .988.855-;- 4 4134.015 4 Page 8 • Company : Engineers Northwest Inc., PS Designer : Daniel M. Lake Job Number : 99136037 Sabey Data Center (SDC -52) Envelope Member Section Deflections (Continued) 97 98 . 99 100 101 M11 3 102 103 104 105 106 107 108 109 0 111 1;1 M12 113 114 115 1 117 1 1s . 119 120 .. 121 M13 122 123 _ 124 125 126` 127 128 129 130' 4 max 1.388 Min 0 . 5 max 1.388 3 mkt 0 1 1 max .177 3 m 31.36.:: 2 max .177 3 m n - 3.136 4 3.136 4 .177 3 Olin 4136 4 4 max .177 3 5 max .177 3 in 3.136:..4 1 max .177 min -3136 3 max .177 3 2 max .177 3 e31ir1 -3.1 • min 3.135 ;. '4 4 max .177 3 m€n .:: -1 max .177 to -3135 4 max .001 4 mitt 1.237 3 2 max .001 4 mia - 1.237` 3 - 3 max .001 4 in = 1.237 3 4 max .001 4 min -1.237 3 5 max .001 4 -min `- 1.237 3 -.003 -,046 - .001 .003 ` - .001 003 : .177 -,213 -.057 -.315 -.173 »;175 -.002 -.002 ;004 .048 .029 -.051 .019 :123 `;; .002 -.1101 ... -.002 -.039 -.078 -.119 »121 -.076 :113 -.001 1 1 1 4 : 4 ;3 3 4 3 3 4 3 1 3 .143 - 3.183::: .177 3 3.136 4 0 1 :.:.3. .021 4 .1.4 33 -1.35 3 0 1 -1:416 :3 0 1 .001 4 :! -1.237 .001 4 .024 4 -1.164 >, .02 4 -1:079 3 .007 4 -.995 .005 -.9 3.136 -.177 3.201 4 127 3.245 4 -.091 3.204 -.089. 3.142 4 .089 3.21e-3 _ 3.368e -3 •1:ii4e -2 1.274e -3 .2..58e -3 1.469e -3 - 2:253 --3 1.664e - 3 := t;9479�3' 2.057e -3 1.859e -3 �1 >sa�e 234 3' 2.057e - 3 �;33de - 3 1.768e - 3 - 1429e -3 1$3 1.478e -3 1.189e -3 1-62e -3 8.991e-4 i715e;3 6.281e-3 1,365e -3 6.283e -3 1:43 6.285e -3 1' .495e =3 6.288e -3 1;49$e=3 6.29e -3 1 :498e=3 3 4 . 3 3.. 1 3 1 1 4 4 > 3 4 4 3 : 4 .3 4 4 4 4 4 NC 3 863.782 3 2782:8844 261J3 584- : 4 . NC 1 893.835 3 NC NC NC NC NC 3....:NC 1199.319 4 8430.621 4 1028.173. :3 4023.856 4 NC 1 :691.008 3: ,2087::99&:3::: 1265.874 1 NC 1 1258.286 `:4 2856181=13 : NC 1 NC NC. ..::4 : NC 2398.358 4 5564.022 4 4579:028 ` 3 :4 .188:: 3 : 3894.114 3 7319.951 4 2412:551 4::763.081 5712.665 3 NC 4 910. NC NC NC 4 : 1653:`'7391 - :•3_- : 4 NC 4 3.: ... :. 3> ; 1 NC 4 3284.54 3 1891.075 4 1619.741 4 :.:° NC :`3 1025.947 3 1129.525 4 1025.99 4 1620.392 1 1879.976 4 1075.492 3 NC 3 NC 4 1 .,. 4 `.NC Member Sec x [in] LC y [in) LC Envelope Joint Reactions Sept 22, 2009 "u 9:19 AM 3� Checked By: z [in] LC x Rotate [r... LC in) Uy Ra... LC (n) Liz Ra.. LC X [k] LC Y [k] LC Z [k] LC MX [k -ft] LC MY [k -ft] LC MZ [k -ft] LC 1 .077 5 7 9 10 :. 11 12: 13 N1 N2 N3 N4 N5 N6 .. Totals: max max min max min max min max max min max : mot : .004 6 .083 - :745 -.087 -.073 -.578 .104 -.743 .022 -.695 0 1 1 3 3 3 3 .299 -.79 1.864 718 1.195 201 1.315 .758 1.862 1.203 .711 -.801 4.52 1 4 3 4 3 4 3 3 .034 -.172 .048 2 54 -.048 - .336.:.:: -.077 -.333 -.032 0 4 0 3 0 0 0 1 0 4 0 3 . 4 0 1 1 1 1 1 1 0 .039 -.089 0 0 0 1 3 1 1 0 0 0 0 0 0 0 1 1 1 1 Joint RISA - Version 8.0.0 [Q: \...\... \99136037 SoftLayer\server enclosure frame.r3d] Page 9 0 o � Company : Engineers Northwest Inc., PS Designer : Daniel M. Lake Job : 99136037 Sabey Data Center (SDC -52) Sept 22, 2009 9:19 AM Checked By: Envelope Member Section Forces Member Sec Malik] LC y Shearfk] LC z Shear[k] LC Torque[k -ft] LC y -y Momen... LC z -z Momen.. LC min .665. 3 - 1 -.178 4 max 1.784 4 .699 4 .077 min :639 " 3 - :084 1 - :169 5 max 1.758 4 .668 4 .077 min 612 3 .084 1.: - 1 max 1.195 4 .609 4 .048 :. min :..:201:' .... .8 ' ... 1:: 255 2 max 1.168 4 .5 8 4 .048 mite r :501 237 .612 -.004 .581 .034 :} .153 .034 4 144 : 3 : :. 9 4 M2 25 26 27 `28 29 30 31 M4 32 . 33 34 35 36 38 39 2 3 1 2 3 5 max min max min max Mir) max Min max 'min max min. maX Mini max min max min max min, max Min max min max m in max Mkt max min Max mm� max min max min max min max min Max min max .299 -.799 .273 - :825 .246 2 _.878 .193 -.904 1.864 .718 1.837 .692 1.811 .175 .547 4 .048 .086 . 1 -.238 , '3 1.142 . 1.116 .122 1.089 .095 1.315 .758 1.288 732 1.262 705 1.235 :879 1.209 2 1.862 1203 1.835 1.176 1.809 1.15 1.782 1123. 1.756 1.09 .711 .674 4 34 -.004 , :'1:71 1 .643 4 .034 4 1 .55 4 .034 .004 1 -.135.... 3. 4 .792 4 .077 4 -.084 -:196 3 4 .761 4 4 .077 4 .73 4 .077 3 4 4 1 4 .516 4 .048 1 3 .086 1 -.229 . 4 .4$5 4 .048 1 3 .608 4 -.048 1 .071 -.351 3 .577 4 -.048 1 .071 3 -.342 3 3 .546 4 -.048 1 .071 -.333 3 .515 4 -.048 1 1 .071 :324 3 3 .484 4 -.048 1 1 .071 :315 3 4 .79 4 -.077 4 - .107 4 .759 4 -.077 4 - :107 3 `.341 - 4 .728 -.077 4 -.107 -.332 . 3 4 .697 4 -.077 4 4 .666 4 -.077 4 .107' 3 314 3 .673 4 -.032 4 0 0 1 0 1 0 1 0 1 0 1 0 1 .039 3 -.089 .039 -.089 .039 .089: .039 3 -.089 .... .039 3 -.089 0 1 0 1 0 0 0 0 1 0 1 0 1 0 0 1 1 0 1 0 0 .088 .342 -1.629 0 .193 .386 -.934 .579 - 1.367 ; .772 -1.779 0 0 .119 -.62 .239 -1.233 .358 - 1.81 .477 -2.377 0 -.119 -.239 -.358 -2.532 -.477 1. :.3 33.2:. 0 -.192 -.384 -1.703 -.576 - 2:522 -.767 - 3.318: 0 4 4 3 . 4 3 . 4 1 4 4 3 . 4 4 1 1 1 1 1 1 1 1 1 4 4 4 4 3 .. 1 0 *0 .01 1 :846 .021 :-3,2€4.: .031 =4.705 .042 -6.119 0 0 . .209 X1:.941 .419 -3.805 .628 -5.591 .838 :7.299: 0 0 -.216 - 1.455 -.432 *-2,892 -.648 -4.222 -.864 -5 :474 -.177 - 1;482 -.354 -2.88 -.531 =4.214 -.708 - 5:463 0 .266 »1.937 : .533 »3 :797 .799 =5:579 1.065 1 1 1 4; 1 .4 1 1 1 .4 1 1 1 1 3 3 4 ; 3 3 1 3 3 3 3 -7.283 1 42 RISA -3D Version 8.0.0 [Q :1...1...199136037 SoftLayerlserver enclosure frame.r3d] Page 10 n 0 • Company : Engineers Northwest Inc., PS Designer : Daniel M. Lake Job Number : 99136037 Sabey Data Center (SDC -52) Envelope Member Section Forces (Continued) Member Sec AxdalIk] LC y Shearikt LC z Shear(k) x.082 $. - :316 3 -.061 • Sept 22, 2009 9:19 AM Checked By: LC Torque(k -ftt LC y -y, Momen.. LC z -z Momen... LC -.053 3 106 : 107 108 109 110 111 1'[2 113 1:14: 115 116 117 118 119 1 121 122: 123 124 125 126 127 128 129 130 M12 M13 5 2 3 4 5 1 2 3 4 5 min max Min max 1.213 -.093 .124 miii max max min max min max max min max mi max rain. max mils max max min .087 .086 .087 1 142 .004 - .207.. .004 --.238 .004 .004 --.3 .004 .268 :015 .259 .015 .077 .077 - .11 . .077 . - ,1221 1 1 4._ 1 1 1 1 3 3 1 1 1 .085 4 2 .364 3 ».077 .038 4 .062 1.187 4 .124 . 061 3:.:- ;072 1.16 4 .124 .03.5 3 - .081 1.134 4 .124 .124 1.107 4 .018 : -.099 1.082 .099 4 1.056 3 .099 - :653 -.027 3 .617 -.528 -.053 3 .648 5 -.08 3 .679 4 4 4 4 4 3 3 4 4 -.033 -.053 -.033 -.053 .09 9 .09 :02 9: .09 .029 .09 9 `. .09 . 029 .. 0 -.02 0 -.02 0 •.02 0 0 -.02 1 3 1 1 1 1 1 1 1 1 1 8-. .284 .563 X29 .366 -.756 .198 .007 »137: • .173 - .482, 1.32 0 - .352 .001 - 1:945 .25 ..... -r..... 1 ... 4 3 3 4 4 4 1 3 1 :6871 3; -.157 3 1 1.586 1.78 5.496 ............................ 3 ::: 2.496 :: .365 . 3 .235 3 -.437 .... 4 .181 3 3.305 : .194 3.4 .728 3 -1.879 4 -.525 4 .896 4 _ 1.613 3. 1.295 0 ' RISA - Version 8.0.0 [Q :\...\... \99136037 SoftLayer\server enclosure frame.r3d] Page 12 Company : Engineers Northwest Inc., PS Designer : Daniel M. Lake Job Number : 99136037 Sabey Data Center (SDC -52) Envelope Member Section Forces Member Sec AbaljkM LC y S hearfkl L C z Shear[ k] LC Tonaueik -fa LC y -y Momen.. LC z -z Momen.. LC 1 1 1 max 1.747 7 .674 4 .747 7 0 1 0 1 0 1 min: ; - 1.134 5 - 6' _ . 68 5 . :::0 .. 1 0 1 0 1 3 2 max . 1.721 7 .643 4 .716 7 0 1 1.828 7 1.667 6 min -1.18 • 5 65 8 ' .. -.649 ,. 5.. 0.......::1 . 5 .: - 1.648 ": A 5 3 max 1.694 7 .612 4 .685 7 0 1 3.578 7 3.256 6 6 .. :.... min -I A47. . { 5 -,6 ... - .61$..:: > 0 1 - 3:24 .::` 5 -3.- 7 4 max 1.668 7 .581 4 .654 7 0 1 5.251 7 4.768 '6... . . : , mm 1213. 5 - .589. 8 :;.587.. .: 6 ..:: 0 1.. -4:753 : 5...::: -4.705 .. '4.' 9 5 max 1.641 7 .55 4 .623 7 0 1 6.846 7 6.202 6 10 min . -1.24 5 -.558 6 . .. -.556 ; . .. 0 .. 1.:..:- 6.183.:..5...:»6.119:: 4 11 M2 1 max 2.894 7 .792 4 1.031 7 0 1 0 1 0 1 :12. ..: •..... .:: min -.497 . 5 -.96 6 - - .877'.::5::..:: 0 :. - 1 :: ;0 1 0 .:. . 1; 13 2 max 2.867 7 .761 4 1 7 0 1 2.538 7 2.36 6 14 . .. mm0 :: -.524! 5�;: - .929.. . : -.848 ' . 5 . .: ,: 0 .:. 1 2. : . ;5 - 1:941 , 4 _ » . 15 3 max 2.841 7 .73 4 .969 7 0 1 4.999 7 4.643 6 : 1g..... .: man 55 < - .898 6 - :815 6 0 1 -4:23 .5 - 3.805: 4 17 4 max 2.814 7 .699 4 .938 7 0 1 7.383 7 6.848 6 18 mire -.577 : 5 -.867 6 -.784 S;. 0 1 -6x228 5 . -5.591 ` 4 ': 19 5 max 2.788 7 .668 4 .907 7 0 1 9.689 7 8.975 6 • 20 : . min -.603 5 -.836 6 -.753. 5.. 0 . 1..... -8.149 5 . 7.299 ; 21 M3 1 max 2.704 7 .609 4 1.109 7 .135 5 0 1 0 23 25 37 39 27 18 ... 29 30 31 32 33 34 35 M4 max 2.677 4 max min 5 max min 1 max min 2 max min 1194 min 3 max 2.651 min '1.246 2.625 - 1:273 2.598 1:299 2.704 - 1.194 2.677 min: 1:22 3 max 2.651 min 1:246 4 max 2.625 min - 1.273 5 max 2.598 7. 6 -1.013 5 -,1$5 .578 4 1.078 7 135 4 5 -;135 1.047 7 .135 7 .5 47 -.375 6 ' : - .951..: 5 - , : 7 : -4.911 ' 5 -2,892 .4 7 .516 4 1.016 7 .135 5 7.967 7 2.926 6 5 : ;.: - 6 -.92 •`: - 7 .: - 7:25.....::: 5 .. - 4:222. > 4 7 .485 4 .985 7 135 5 10.467 7 3.748 8 5 -.313 6 -.889 5 - 7 -9.512 5 -5474 4- 5 .608 4 1.013 7 0 1 0 1 0 7 ` - .435.. 6 1,109. 5 5 .577 4 .982 7 - 404 6 - 1,078: .546 4 .951 7 -:373 6 _ - 1:047 5 5 .515 4 .92 7 7 ».342 6 - 1:016 5 .484 4 .889 7 0 `min - 1.29 7 : -.311 ; 6 .: -.985 ; 5 41 M5 1 max 2.894 5 .79 4 .877 7 0 42 mir - .497 T.: 7 -.958 6 -1.031 ::5 0 43 2 max 2.867 5 .759 4 .846 7 0 44 ' min - .524 . 7 •.927 6 -1 5 0 45 3 max 2.841 5 .728 4 .815 7 0 48 min , -.55 :7 .896:: 6 -.969:. 5 0 47 4 max 2.814 5 .697 4 .784 7 48 . ..., min 577 7 ' - 6 - 5 49 5 max 2.788 5 .666 4 .753 7 - 5p :. min .-.603 ::.: 7.: ▪ 834 8 ., -.907 .:.5 51 m6 1 Max 1.747 5 .673 4 .68 7 52:. ... • :ntiu3.::::T..134::: _ -681 6< :747...:5' 0 . t 1 ::#1 1 0 • 1 2.494 7 1.05 O 1 -2 733 '. >5 : : - 1.482 0 1 4.911 7 2.022 O :1 : : -5.389 5 2.887 0 1 7.25 7 2.917 0 1. - 7.967. ;; 5 :4.214 9.512 7 3.735 0 0 RISA -3D Version 8.0.0 [Q:\...\..A99138037 SoftLayer\server enclosure frame.r3d] 2.733 ....... .953 ........ 6 ... t 2.028 6 5.389 0 2.154 7 1 - 2.538: 5 1 4.23 7 1 -4.999 5 6.22�8 7 -7.3.f 3 ^. 5 - -: 8.149 - 9 :68$: 1 Sept 22, 2009 9:12 AM Checked By: 5,463 0 0 2.356 1,937 4.634 »3 :797 4 6.835 6 7 9' 7 8.959 5 . 1 0 Page 1 6 4. 6 . Company : Engineers Northwest Inc., PS Designer : Daniel M. Lake Job Number : 99136037 Sabey Data Center Envelope Member Section Forces (Continued) Sept 22, 2009 9:12 AM Checked By: Member Sec Axial[k] LC y Shear[k] LC z Shear[kl LC Torque[k -ft1 LC y -y Momen.. LC z -z Momen.. LC 53 l 2 max _mli3 55 3 max min 57 59 max -min: 5 max in 61 M7 1 max 62 63 2 max mint 65 3' max ': ruin Mill 67 4 max i n 69 5 max 71 M8 1 max 72 73 2 max min .251 1.037 6 .281 ...4. ::....:::281. -27 .251 1.011 .25 7 .123 5 7 .123 7 7 75 75 ' . 77 3 max min max 7$ 79 min 5 max 80 :.. 81 M9 1 max 82 ::.min 83 2 max 84..... min .61 - .432 .205 6 .415 .1 7 .674.. 4`:. •=:415 7 -.033 5 87 4 max :88 mm 89 5 max 90 min 91 M10 1 max `min: 93 2 max min 95 3 max 97 99 100:: 101 102 103 194 105 M11 4 5 2 3 mili . max rnif max Min max min max mill. max 1.721 .642 4 .649 0 1 -.186 5 ::. -1.496 :7 '.. -.309 ::' 26 -1.16 .. 7 65 :.. , 6•' . ::/f6 .::.. 1.694 .611 4 .618 7 0 -1:1 7 .619 5 .623 .23 .1.548 5 .309 5 .126 7 -.246 .199 »1.143.. 7 :.. t T.' : ».126 5 1.522 .5 .309 5 .126 7 - :215 -1.166 7 - .309:...:7 :. -126 .17 7 1.196 5 .309 5 .126 7 .201 1.169 5 .309 .126 7 - 1 .309' .232 7 1.143 5 .309 5 .126 7 .248 - 09 .. -.126 5. .284 6 1.09 6 .343 7 .123 7 -.336 -1.109 4 ,.343 .304.. 5 .253 6 1.064 6 .312 7 .123 7 •.304 4 - 1.136 =..4 - .342::; - .242 .251 =1.188 4" -.25 .984 .219 -.304 .123 »242:. 7:;:::-1:215....4: • - :219: :5 : - 304 .61 5 .84 6 .33 7 .1 7 -.432 ..7. -.038 . -.33 ' S :: -.033 .61 5 .792 6 .274 7 .1 7 - .432 -.274 5 -.033 .61 5 .157 6 .471 5 .1 .432 7 -.721 4 - .471 -:033: 5 .61 5 .11 6 .527 5 .1 7 -.432 x.769 4 _ 527 -.033 5 .351 7 2.307 7 .471 7 .169 7 - .411 .. 5 : , 1.662..5 -:471 5:`; ;169 .. :. .32 7 2.281 .471 .169 38: 5 - : 168$ .. . 5 .. -.411 -.160 .284 5 7 .169 1.715 7 X 471 - 2255 5 -,471 5 -.169 .315 5 1.688 7 .471 7 .169 7 -.375 -2.281 5: -.411 .: -.169 .346 5 1,662 7 .471 .169 7 - .406: 7 2.307 -.471' 5 .169: 5 .61 7 .768 4 .532 .033 7 - .432: - 5` -:109 . ' 6 :$3t 7 • .61 7 .721 4 .476 5 .033 7 -.432 8. ;.::..• -.1 76 .. - 1 .61 .133 .213 .033 7 1.662 -1.828 3.246 . 3.578 4.753 5.251 6.183 6.848 1.546 .774 -.774 .771 1.543 :5543' 1.543 -1.543 .725 .139 - .139 .68 - 1.266 .547 .881 .. .:::#181 1.988 1:988 .254 -254 2.252 :2:252 2.387 - 2.387 1.21 1.157 -1.156 1.143 -1.143 2.32 -2.32 2.32 2 .274 1.987 7 7 6 5 '7 - 5 5 7 . 5 -.88 1.266 4 6 : 7 6 5 5 5 4 7 7 7 6 5 1.663 8 :4;6437 3.249 6 -3:208 ''4 4.758 6 6.189 6 :-6105 "` 4 - 6.969 - 5 4:487 .7 : 3.131 5 - 3.597 : -7. -.641 6 - _641.....:.4: 3.131 7 3 :597. :::5: 8.969 7 -6.487 6.201 6 -6.117 .4s 3.509 8 3 :311; . : .882 438. 2.5 -1.678 5.505 6 »4:1 >: 6 4.803 6 - 5,292 :.:::8::: -1.038 5 - 1.038. :8 4.631 5 - 5,292.::7 10.367 5 -1:794 4 1.13 6 - 1.513' -1.019 4 -2:329 `+6 2.12 4 •3..144 6 5.473 4 -3:744 6 10.367 7 4.831 7 -9.479 7 5.465 4 - 32737 8 2.116 4 -1.02 4 RISA -3D Version 8.0.0 [Q :\...\... \99136037 SoftLayer\server enclosure frame.r3d] Page 2 244 , 0 Envelope Member Section Forces (Continued) • Company : Engineers Northwest Inc., PS Kt;til at- Designer : Daniel M. Lake v Job Number : 99136037 - .744 _ $ ' -.213 .085 .269 106 107 109 110:: 111 M12 112;: 1.187 4 .252 ;4:000., ::... o =:252. • 113 114..... ;` • 115 116 117 :1:18. 119 120 121 M13 122 123 124 125 1 127 129 130 1 3 4 1 2 3 4 Min Max min max max Min max max min max -1.062 ::. 6 -.314 1.107 . 345 min mast max max min Max max min max min -.432 .61 x .432 .251 .61 - 242 .251 -.242 .251 - .269 .251 •.3 .28 -.331 .702 .671 -.637. .633 -.599 .664 .63 .695 7 7 7 7 5 5 7 5 7 7 - .661 5 -.792 .038 4 .325 9 6 -.325 1.213 4 .221 -.982 1 1.16 .283 -1.035 6 -.283 1.134 4 .314 _1. 2.335 5 .684 -1.174 7 ' -.684 2.309 5 .653 -1.2 7 .653 1.226 5 .617 2:282 -.61:7 1.2 .648 2 ...: 7 .; : -a 1.174 5 . 679 -2.335 ; 7 -:679 =.1 .033 7 .033 .1 7 .304 -;123 .304 7 .304 -.123 7 .304 -.123 .304 .07 4 -.07 6 .07 4 .07 -.07 4 .07 4 .07 -.07 7 7 7 7 7 7 7 7 . 883 -.883 .563 - 1.282 1:283 .691 .137 -.137 .723 -:723 <: 1.546 6 1.734 . 865 x:865 1.946 4.945 .874 -:874 1.744 -1.744 7 . 4 5 6 7 7 :5 7 6 5 5 1.5:11 ...4 4.797 6 1.788 4 5.496 4 .163 ..:.8::: 2.496 4 - 1 , 6 .7,E ::0: .882 6 -.437 3.503 6 - 3.305. 6.16 6 .1 9.666 5 3.861 5 :912:: :3:.:;: -1.879 7 - 1.879• 3.861 7 -4:91 9.666 7.879 Member Sec Sabey Data Center (SDC -52) Sept 22, 2009 9:12 AM Checked By Malik] LC y Shearfkl LC z Shearlk] LC Torque[k -ft], LC y-y Momen.. LC z -z Momen.. LC 1.967 RISA -3D Version 8.0.0 [Q:1...\... \99136037 SoftLayer\server enclosure frame.r3d] Page 3 0/ y E NMT ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # 9,/ 3 {v 0 3 PROJECTS MO (/v` 5a i/ ��' C. DATE 3 - L2 - o SUBJECT SHEET OF �J BY ®4 C6x3 L " L.RO/� . / ► cIs ( 4 via / e 40 1,6 ; / U / a 24 t ; 2 re, 60 2- 5 � 1. 10 (s)) = moo L' a 4721 (5) 23G W . ; ai4G'.cMt.trDifi9G /,.2 To 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 5226698 0 0 L'/ • / V V Mall ellinil gaN� CORRIDOR BOTTOM OF DUCT SOFFIT y.g TOP ENCLOSURE CROSS BRACE 10 s 7 1/4 " ! 8S WWgq � � IFIELb VE�IFY HEIGHT) I�) e /01 (EXIST.) DROPPED CEILING ��� _ �� - �* CABLE TRA ��G II .. d/I 01 -.6 1 _ R ‘111 vi FENCE TY • a+ M ' BIWA RACK ENCLOSURE 1 ' ., vifl -.5 PDU PDU ppR CEICIN 1 ,,,,,,,,,,,,,, Dl -.L L \ I m a 18'-4" r a a a ° 4 ° 4 c 4 D l D �ATI� ,V a d ° 4 4 .6 A 4 4 ° 4 4 o 4 ° a 0 0 L'/ • 0 • • v INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = Wall Solver Design Data - Simple Span Wall Height 20.00 ft Lateral Pressure 5.00 psf Stud Spacing 18.0 In Check Flexure Load Multiplier for Flexural Strength = 1.00 Flexural Bracing: Full Mmax = 333 Ft -Lb <= Ma = 951 Ft -Lb Check Deflection Deflection Limit: U240 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.454 in 2001 North American Specification w/2004 Supplement ASD DATE: 9/23/2009 SECTION DESIGNATION: 6005162 -33 Single 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in SCD -52 Soft layer TI Steel Thickness = 0.0346 in Inside Corner Radius = 0.0765 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in Deflection Limit U240 Axial Load 0 lb Deflection Ratio = U529 0 Check Shear Vmax = 67 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 638 It >= Vmax Check Web Crippling Rmax = 67 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 153 lb >= Rmax, stiffeners not required . il :2' -2" 25' -0" R.O. ,: h L3x3x FRAME 1 PER SECTION B B -5.1 1 -5.1 " ... NEW 6'x25' LOUVER . , ,......111 7 , , \a3 —a3 a4 —a4 _' ' ii 27' -0" VERIFY EXI RELOCATE HORIZONTAL WIND GIRT FF 20' -0" 2ND FLOOR o °I I i ' .I I oI o I I ;o I I o r qf ENW ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS /- 6869 WoODLAwN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX 7560 FA (206) 522 -6698 PROJECT # 95134203 7 2 ' PROJECT Sl ' 5 L So T / ?yIx flf4 cfif DATE /- Z3- G, SHE.E.T 3 2-OF J 3 SUBJECT M -USA rxtt )Ti a' -'v,' _t4Jt S USp 2 Lav ✓/Zr Gv 04l0.3 ?> ;vI 1 x3x 1 x-43 64 7/beget Pik by > t, : At2.I italk L 413S &y l2r3 V"rter 9-. J3. . Ld jj/4 i . XZS 2, 4 ©, Z S' 4o 2b, `) fib Tbr °r r.�e ASCE 7 -05 Section 13.3.1 (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Equipment Lateral Load Anchorage force (WSD) Job number Job name ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful I 99136037.000 1 Sabey Data Center (SDC -52) Soft Layer Data Center, TI Mechanical & Electrical Component Attachments Input Output ap /Rp = 0.417 Table 13.6 -1 z/h = 1.0000 at roof level Fpu= 1.6 *Sds *Ip*Wp = 2.2488 *Wp Upper bound Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.7028 *Wp Calculated Fpu= 0.3 *Sds*Ip*Wp = 0.4217 *Wp Lower bound Fpu design = 0.7028 IN (U.S.D.) Fp design = 0.4919 IN (A.S.D.) Working (0.7 factor ) Fp design = 0.492 kips See footnotes below SHEET 33 OF 3 Rev. 4 -16-09 Component Definition ASCE 7 -05 Table 13.6 -1 = ME -1) Air -side HVAC, fans, air handlers, air conditioning units, cabinet hea Table 13.6 -1 Category = Mechanical and Electrical Components Ip = 1.5 !Section 13.1.3 Equipment weight = Wp = 1 kips Is equipment mounted on a roof or on ground ? R input (R or G) Spectral acceleration = Sds = 0.937 Automaticly Input from tab "IBC EQ." I NOTE: 1.) Anchors In concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenion load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) 9/23/2009 Elect. Mech. Components ASCE7- 05Seismic C October 7, 2009 Josh Johnson 3355 S 120 P1 Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -202 Softlayer — 3355 S 120 PI Dear Mr. Johnson, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, - / I l l fer Marshall t Technician encN File No. D09 -202 City of f Tukwila • Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director W:\Pennit Center \Correction Letters \2009\D09 -202 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 3. Provide an emergency lighting plan. • I Building Division Review Memo Date: October 2, 2009 Project Name: Softlayer Permit #: D09 -202 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. On page A -101, the reflected ceiling plan, you show one seismic expansion joint. This space appears to need two. Each side of the seismic joint, as drawn, is larger than 2500 sq. ft. 2. There are existing double doors at the intersection of grid line 6 and K that are shown as swinging in the wrong direction. They need to swing in the direction of egress travel. If reversed one of them may block access to the stairway door. Please correct this situation and show on the plans as added scope of work. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. �PRMIT COORD COPS PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D09 -202 DATE: 10 -29 -09 PROJECT NAME: SOFTLAYER SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTME TS: i Building Di lion • Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 5i1 Comments: Documents/routing slip.doc 2 -28 -02 Fire Prevention Structural Incomplete n ❑ Permit Coordinator DUE DATE: 11-03-09 DATE: DATE: Planning Division Not Applicable TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 12-01-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • • WAIT C PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -202 PROJECT NAME: SOFTLAYER SITE ADDRESS: 3355 S 120 PL Original Plan Submittal X Response to Correction Letter # 1 DATE: 10 -19 -09 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: gding4KOn O j ( Public Works Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-20 -09 APPROVALS OR CORRECTIONS: Approved Notation: Documents /routing slip.doc 2 -28 -02 Fire Prevention Structural Incomplete TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions DATE: Planning Division ❑ Permit Coordinator Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DUE DATE: 11-17-09 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: tiding .S:`�)� Building ivls ion Ic Works Complete Please Route Documents /routing slip.doc 2 -28 -02 • PERMIT PLAN REVIEW /ROUTING SLIP tg] Structural Incomplete Structural Review Required Permit Center Use Only CORRECTION LETTER MAILED: 10(0 COS Departments issued corrections: Bldg Fire ❑ ACTIVITY NUMBER: D09 -202 PROJECT NAME: SOFTLAYER SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # DATE: 09 -28 -09 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention n u DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: 1.4t Clqdfl Planning Division Permit Coordinator pi DUE DATE: 09-29-09 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 10-27-09 Not Approved (attach comments) SI Ping ❑ PW ❑ Staff Initials: n REVISION NO. DATE RECEIVED REVISION _ NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS °1 '6 U 1� ''' . Summ : of Revision: • Received by: , j„ ,„,,,, REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 7Of1 L A' l e(L SITE ADDRESS: ?- 120 P REVISION LOG PERMIT NO: POD --�� ORIGINAL ISSUE DATE: 1012 R Pr& h,Af1 lw. ease print) ease print) print) ease per) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 29-Oct -09 ▪ Response to Incomplete Letter # O Response to Correction Letter # O Revision # after Permit is Issued m Revision requested by a City Building Inspector or Plans Examiner Project Name: City of Tukwila SOFTLAYER DATA CENTER Project Address: 3355 S. 120TH PL. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukivila.lva.us Plan Check/Permit Number: Doc, - 202_ Contact Person: JOSH JOHNSON Phone Number: (206) 243 -0175 Summary of Revision: ADDING TO SCOPE OF PROJECT 3500 SF AS OCCUPANCY GROUP B (PREVIOUSLY UNOCCUPIED). AREA BUILT OUT AS PART OF ORIGINAL PERMIT. Sheet Number(s): COVER, A -000, A -002, A -100, A -101 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [ , Entered in Permits Plus on t01 H 1Applications\Forms- Applications On Line12009 -08 Revision Submittal_doc Created 8 -13 -2004 Revised: 8.2009 REVISION SUBMITTAL O � � OFF h t OCT 2 9 1009 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (ot Kt ly ❑ Response to Incomplete Letter # E' Response to Correction Letter # 1 ❑ Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: c.aa ,/ 0 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 Project Address: 2/s5 5 t1a Ot,ALiz wA g81t.f► Contact Person: 30s14 Phone Number: Zol.. 3a1. %(q( Summary of Revision: ¢cate_/ L &i&i S Ut % n hlc AoOt r.orlat n(a7 s ns�lati 1 t blow lnro ' 1Ar P- e r 4 S — PAIKz, Sheet Number(s): A- i o i /k -e7a z 1 E 2•u Zer ��I�i/ "Cloud" or highlight all areds of revision including date of re isi Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan ChecWPermit Number: Doq - 2,02. tAIA - 1 ate=. Sz. '2)2- So F--rl Arai Wow Y © loontA ®CT 19 2009 ABEY DATA PHA E 52 2 FTLAYER Permit Revisions Softlayer Data Center SDC52 -02 3355 South 120th Place Tukwila, WA 98168 Project Number: 209709.00 October 29, 2009 Permit Revisions ENTER ATA ENTER GALL J:\Projects\sabey\sdc522\caddsdc522\24x36_cover-RESUB.dgn Plan review approval Is subject to errors and = tone. Approval of construction documents does not authorize the violation of any adopted code or a , - Receipt of approved Field Copy and r.. it I Is acknowledged: S 10/27/2009 2:12:27 PM FILE COPY By - 1/-- Date:, `r O City Of lUkwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. COPYRIGHT © 2008 CALLISON RECEIVED CITY OF TUKWLA OCT 2`9 2.009 PERMIT CENTER SEPARATE PERMIT REQUIRED FOR: Idlebhanloal Electdcal C�Plumbing tas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE AFT OV D NOV 0 5 2009 / City of Tukwila BUILDING DIVISION RVIS ION NO1L___ DO GENERAL DRAWING SYMBOLS XX A -XXX BUILDING SECTION INDICATOR XX A -XXX ENLARGED DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR MATCH LINE INDICATOR DATUM INDICATOR OR WORK POINT ROOM NAME ROOM INDICATOR (DOOR) OPENING INDICATOR WINDOW INDICATOR (XXIXXIXX WALL TYPE INDICATOR KEYNOTE XX A -XXX PLAN SYMBOLS Q' MOUNTED TO WALL WITH BRACKET FIRE EXTINGUISHERS WALL SECTION INDICATOR SECTION DETAIL INDICATOR XX X -XXX INTERIOR ELEVATION INDICATOR DRAWING REVISION INDICATOR NEW COLUMN GRIDLINE INDICATOR / EL XXX.XX X SPOT ELEVATION INDICATOR <EIXXXXX> EQUIPMENT INDICATOR <XIXXXXX> FIXTURE INDICATOR <FIXXXXX> FURNITURE INDICATOR <GIXXXXX> GRAPHIC /SIGNAGE INDICATOR MISCELLANEOUS INDICATORS (FIXXXXXXX) FINISH INDICATOR (XX' -XX" AFF) CEILING HEIGHT INDICATOR XX' -XX" AFF HEIGHT CEILING HEIGHT /MATERIAL /FINISH INDICATOR PARTITIONS EXISTING TO REMAIN (SHOWN SHADED) EXISTING TO BE DEMOLISHED (SHOWN DASHED) NEW TYPE OF WORK C XX EL XXX' -XX" MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) (NON -RATED PARTITION) (1 -HOUR RATED PARTITION) (2 -HOUR RATED PARTITION) (3 -HOUR RATED PARTITION) (4 -HOUR RATED PARTITION) RCP SYMBOLS CEILING - MOUNTED 2'X2' FLUORESCENT LIGHT CEILING- MOUNTED 2'X4' FLUORESCENT LIGHT CEILING- MOUNTED 1'X4' FLUORESCENT LIGHT (HIDDEN) CEILING - MOUNTED STRIP FLUORESCENT LIGHT (EXPOSED) CEILING - MOUNTED r — — - STRIP FLUORESCENT LIGHT DOWNLIGHT ACCENT DOWNLIGHT WALL- WASHER DOWNLIGHT SCONCE -TYPE (WALL- MOUNTED) LIGHT CEILING- MOUNTED EXIT LIGHT WALL- MOUNTED EXIT LIGHT STANDARD LIGHT FIXTURES CEILING- MOUNTED HVAC ITEMS CEILING- MOUNTED SPEAKER HVAC DIFFUSERS (SIZE AND TYPE PER MECHANICAL DRAWINGS) HVAC RETURNS /EXHAUSTS (SIZE AND TYPE PER MECHANICAL DRAWINGS) CEILING- MOUNTED ACCESS PANEL CEILING - MOUNTED FIRE SPRINKLER ABBREVIATIONS AC ACC ACP ACST AD ADDM ADJ AFF AHU ALT ASPHALTIC CONCRETE ACCESSIBLE ACOUSTICAL CEILING PANEL ACOUSTICAL AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE APT APARTMENT ARCH ARCHITECT, ARCHITECTURAL AUTO AUTOMATIC AV AUDIO VISUAL AWP ACOUSTICAL WALL PANEL(S) BB BD BLDG BLKG BO BOT BRG BRZ BSMT BUR CAB CB CEM CER CG CH CI CJ CIP CL CLG CLO CLR CMU CO COL COMM CONC CONN CONSTR CONT CORR CPT CSWK CTR CU D DBL DEMO DET DF DIA DIAG DIM DIV DMPF DN DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP EQ EQUIP ESCAL EXH EXP EXIST EXT FA FCIO FD FDC FDTN FE FEC FH FHC FIG FIN FLEX FLR FLUOR FO FOIC FP FR FRMG FRT FT FTG FUT FVC FWC FWP GA GALV GEN GFRC GFRG GFRP GL GYP GYP BD HB HC HD HDBD HDW HDWD HM HO HORIZ HR HT HVAC BULLETIN BOARD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BASEMENT BUILT UP ROOFING CABINET CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC CORNER GUARD COAT HOOK CAST IRON CONTROL JOINT CAST -IN -PLACE CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING COLUMN COMMUNICATION CONCRETE CONNECTION, CONNECT CONSTRUCTION CONTINUOUS, CONTINUE CORRIDOR CARPET CASEWORK CENTER CUBIC DEEP, DEPTH DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EQUAL EQUIPMENT ESCALATOR EXHAUST EXPANSION, EXPOSED EXISTING EXTERIOR FIRE ALARM FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR, FLOORING FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION, FIREPROOF FRAME, FIRE RATED FRAMING FIRE RETARDANT TREATED FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING FABRIC WRAPPED PANEL(S) GAGE GALVANIZED GENERAL, GENERATOR GLASS -FIBER REINFORCED CONCRETE GLASS -FIBER REINFORCED GYPSUM GLASS -FIBER REINFORCED PLASTIC GLASS GYPSUM GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HEIGHT AND AIR CONDITIONING D NCL NFO NSUL NT WD JAN JT KIT LAM LAU LAV LT LTG MAS MATL MAX MECH MED MEMB MEZZ MGT MFR MH MIN MISC MO MS MTD MTL MVBL N NIC NO NOM NTS OC OH OD OPNG OPP ORD OTS PBD PRCST PD PERP PLAM PLAS PLYWD PNL PL PR PRKG PROP PT PTN R RCP RD REF REF REINF REQD REV RFG RM RO RT NSIDE DIAMETER NCLUDE, INCLUDING NFORMATION NSULATE, INSULATION NTERIOR NDIRECT WASTE DRAIN JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY. LIGHT LIGHTING NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY . OPENING MOP SINK MOUNTED METAL MOVABLE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT S SOUTH SC SOLID CORE SCHED SCHEDULE SD STORM DRAIN SECT SECTION SGL SINGLE SHT SHEET SHTHG SHEATHING SIM SIMILAR SPEC SPECIFICATION SPKLR SPRINKLER SPKR SPEAKER SQ SQUARE SS SERVICE SINK SST STAINLESS STEEL STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T TREAD T &G TONGUE AND GROOVE TEL TELEPHONE TEMP TEMPERATURE, TEMPORARY TER TERRAllO THK THICK, THICKNESS TMPD TEMPERED TO TOP OF TSTAT THERMOSTAT TV TELEVISION TYP TYPICAL UGND UNDERGROUND UNFIN UNFINISHED UON UNLESS OTHERWISE NOTED VERT VERTICAL VEST VESTIBULE VNR VENEER VR VAPOR RETARDER VWC VINYL WALLCOVERING W WEST, WIDE W/ WITH W/0 WITHOUT WC WATER CLOSET, WALLCOVERING WD WOOD WH WALL HYDRANT WP WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WR WATER RESISTANT WT WEIGHT WWF WELDED WIRE FABRIC XFMR TRANSFORMER PROJECT DIRECTORY OWNER SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281 -8700 FAX: (206) 282 -9951 OWNER'S SABEY CONSTRUCTION REP. 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281-4200 FAX: (206) 281 -0920 ARCH. CALLISON, LLC 1420 5TH AVENUE, SUITE 2400 SEATTLE, WA 98101 TELE: (206) 623 -4646 FAX: (206) 623 -4625 STRUCT. ENGINEERS NORTHWEST, INC 6869 WOODLAWN AVENUE N.E. SEATTLE, WA. 98115 TELE: (206) 525 -7560 FAX: (206) 522 -6698 SCOPE OF WORK TENANT IMPROVEMENT CONSISTING OF 6700 SF DATA CENTER ON FLOOR 2. INSTALLATION OF ELECTRICAL AND HVAC SUPPORT EQUIPMENT. BUILDING ADDRESS INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 BUILDING CODE CRITERIA APPLICABLE CODES: BUILDING CODE: ENERGY: MECHANICAL: FIRE: PLUMBING: ELECTRICAL: FUEL GAS: ACCESSIBILITY: OTHER: SEISMIC DESIGN CATEGQRY D CONSTRUCTION & OCCUPANCY TYPES CONSTRUCTION TYPE 1A, FULLY SPRINKLERED OCCUPANCIES: B (BUSINESS) - 1ST FLOOR UPS RM B (BUSINESS)- 3RD FLOOR DATA CENTER H3 (LOW HAZARD STORAGE) 1ST FLOOR GENERATOR MECH. MCKINSTRY 5005 3RD AVE S SEATTLE, WA 98134 TELE: (206) 762 -3311 FAX: (206) 832-8685 ELEC. VECA ELECTRIC 5614 7TH AVE S SEATTLE, WA 98108 TELE: (206) 436 -5229 FAX: (206) 696-7329 2006 INTERNATIONAL BUILDING CODE WAC 51 -50 IBC AMENDMENTS 2006 EDITION WASHINGTON STATE ENERGY CODE WAC 51 -11 2006 EDITION 2006 INTERNATIONAL MECHANICAL CODE W/ 2006 WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL FIRE CODE WAC 51 -54 2006 IFC STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WAC 51 -56 & 51 -57 2006 UPC STATE AMENDMENTS 2005 NATIONAL ELECTRICAL CODE WAC 296 -46B ELECTRICAL SAFETY STANDARDS 2006 INTERNATIONAL FUEL GAS CODE WITH WASHINGTON STATE AMENDMENTS. IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 ICC /ANSI 117.1 2003 WAC 51 -50 IBC AMENDMENTS 2006 EDITION 2007 NFPA 72 NATIONAL FIRE ALARM CODE 2006 NFPA 101 LIFE SAFETY CODE 2005 NFPA 110 STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS 2005 NFPA 111 STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY & STANDBY POWER SYSTEMS 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE DRAWING INDEX ARCHITECTURAL A -000 GENERAL INFORMATION SHEET A -00 EC ND FLOOR LI E SAF TY PLAN A -100 SECOND FLOOR PLANS EQUIPMENT PLAN A -101 SECOND FLOOR CABLE TRAY PLAN CEILING PLAN A -500 EXTERIOR ELEVATIONS A -800 DOOR & FINISH SCHEDULES & DETAILS A -801 DETAILS A -802 DETAILS STRUCTURAL S1.1 STRUCTURAL GENERAL NOTES & ELEVATIONS S1.2 FLOOR PLANS & SECTIONS S1.3 SECTIONS PARCEL 4: LEGAL DESCRIPTION LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACH TO SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING A A POINT ON THE WESTERLY BOUNDRY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PROJECT LOCATION - SECOND FLOOR PERMIT RESUB GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENTWALL INTERSECTIONS. 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH APPLICABLE SAFETY CODES, PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN WITHOUT GUARANTEE OF ACCURACY. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. 9. COORDINATE ALL WORK AS REQUIRED WITH BUILDING MANAGEMENT INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, THE FIRST TIME THEY APPEAR AND THEY ARE TYPICAL FOR SIMILAR CONDITION ELSEWHERE UON. 11. SEE ARCHITECTURAL SPECIFICATIONS BOOK IN ADDITION TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION (VERIFY IF SPECS ARE TO BE ISSUED). 12. MECHANICAL, ELECTRICAL, AND PLUMBING IS TO BE FULLY ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE. j:\ projects \sabey \sdc522\caddsdc522\s heets \sdc522_a -OOO, sht 10 REVIEWED FOR CODE COMPLIANCE APPS OVER NOV 0 5 2009 City of Tukwila BUILDING fIIIISION RECEIVED CITY OF TUKWILA OCT 2 9 2009 PERMIT CENTER 10/2772009 1 :40:22 PM MPYRTGFITT,f9 2008 CAILI I • O ISSUED / REVISED DATE PERMIT SET 9/25/09 10/08/09 REVISIONS 10/28/09 GENERAL NOTES A -000 O - E 0 0 o h 0) co o) N co .0 N o co co o o h N N o 0 rn 0 r- o 0 I— U w 0 0 m co isa 28' -7 27'-4 1/2" 27' -4 1/2' EXISTING CORRIDOR W/ EM CY SS .. TI FOR FUTURE BUILD OUT UNDER SEPARATE PERMIT NO STORAGE ALLOWED' UNOCCUPIED SPACE 4857 EXIST. DATA CENTER ■ _. . .�.,,,.,..�..,.,w.,, ...�.: M NON MI 1 EXISTING CORRIDOR -W/ EMERGENCY EGRESS LIGHTING UNOCCUPIED SPACE EXIST. ELEC. CLOSET 2 wi 1111 S PI II , r.ai al NM a rt ■e r r,w?.i " .Iw a EXIST. CONDUIT CHASE FOR FUTURE BUILD OUT UNDER SEPARATE :PERMIT NO STORAGE ALLOWED UNOCCUPIED SPACE CPT = 50' A -> B TOTAL DISTANCE TRAVELLED 245' A - - >C CPT = 50' D -> E TOTAL DISTANCE TRAVELLED 270' A - - >E SECOND FLOOR LIFE SAFETY PLAN 27' -91/2" 27' -9" 27' -9 1/2" 26' -2" 26' -2 1/2" 490' -3 1/2 26' -2" FIRE /LIFE SAFETY LEGEND A 3962 14 1 300 1 CPT -125' + TD -283' '; CPT -90 COMMON PATH OF TRAVEL r "' "F' (WITH DISTANCE INDICATED) ATO D 2 FE 9 1n OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD 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 OCCUPANT LOAD AT EXIT /EXIT DOORWAY EGRESSING INDIVIDUAL SPACE. ARROW INDICATES DIRECTION OF OCCUPANT EGRESS TRAVEL DISTANCE (WITH DISTANCE INDICATED) D TO C EMERGENCY PATH AREA OF WORK EXIT SIGNAGE FIRE EXTINGUISHER CUMULATIVE OCCUPANT LOAD AT EXIT EXIT SIGN WITH DIRECTIONAL INDICATOR EXIT SIGN REVIEWED FOR CODE COMPLIANCE. APPROVED NOV 0 5 2009 City of Tukwila BUILDING DIVISION KEY PLAN SECOND FLOOR RECEIVED CITY OF TUKWILA OCT 2 9 2009 PERMIT CENTER j :\ projects \sabey \sdc522 \caddsdc522 \sheets \sdc522fi- 002.sht 10/27/2009 1:49 :40 PM COPYRIGHT CO 2008 CALLISON A -002 CO CD 0 L N c CO E Z O Z9 O 0 c co A J �1 J 1 c a a 9 v t) SECOND FLOOR LIFE SAFETY PLAN • o - E c0 o"0 0 - t` U. o 0 j n N CV N N N �- LL. (O H NC) LL 3 CA C.0 CO N >> ISSUED / REVISED DATE PERMIT SET 9/25/09 PERMIT RESUB 10/08/09 REVISIONS 10/28/09 O O) 0 r rn O N H 0 U w 0 CORRIDOR UNOCCUPIED DATA CENTER (EXIST.) (EXIS 1 A-802 FLOOR PLAN DATA CENTER TYP. OF EXIST. FRAMING. ADD GWB AND INSUL PER WALL TYPE IA161 at-411 i1 [ 7 - A) ELEC. CLOSET (EXIST.) 9'-2" EQUIPMENT PLAN DATA CENTER ca..s.c s ee s s c A-300 A-300 KEY PLAN ••-- • e J. projec s sa in 0 CC Z a. LLI 2 4 c\J im CD I— at (0 (NI < u j o w ILI u) < (9 w 0 — Ca A-100 N. co 03 E a) (0 U) co 0) (0 ISSUED 1 REVISED DATE PERMIT SET 9/25/09 PERMIT RESUB 10/08/09 REVISIONS 10/28/09 PARTIAL SECOND FLOOR FLOOR PLANS EQUIPMENT PLANS 9' -6" AFF 8' -6" AFF CEI.LING SLOPED UP FROM I 8'6" AFF TO 9' -6" AFF TO ACCOMODATE HVAC. HARD LID 9' -6 AFF 'esmarkrimp pp III ON , ih "fig 16 d iAll ri►�� mss SEISMIC DATA CENTE 1 261) SEISMI C JOINT ACI 9' -6' AFF < C'ILIN 8 -6" JOINT HARD LIr 9' -6" AFF EXPANSION 'DTI 801 A1-F) REFLECTED CEILING PLAN a '■ m m m m. A ■: m MINIM WI 7 E7 11 i -1 1_ _ 1 - -1 ILI i t - 1 1. .1 .1 e_ mmumliiii umilunahnurrourg1Auiuil el - - = C - .: p! - 21 = , �■ I_ . 1. 1• .1 - - I - _ I _ _ o = 1 RI III _I 1-. el - — 9 1 - 4 ' - 9' 2 IS :LE TRAY OR ® WORTH EQ r RV MI MI M Illi so I. 10 1_ 1 1. 1. .1 1_ 1 p I. 1_ e 1. Ie el ee 1 icr�uiuiuuuoi_ii■ue_i iieeui 1. .1 I. 1 1 — - - -- — II — :: C { 1: :1 IN 1 1: :1 , I: e 1 Io M1 4 ,_ 9 „ Is I 9 ' - 1/8" - 1' 9 ' - DATA CENTER CABLE TRAY PLAN RECEIVED CITY OF TUKWILA OCT 2 9 2009 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE AP VIE rs r 0 5 2009 KEY PLAN ISSUED / REVISED DATE PERMIT SET 9/25/09 PERMIT RESUB 10/08/09 REVISIONS 10/28/09 projec s sa• ey s.c . ca..s.c, s ee 10 • 1- a 0 0 0 N N 0) 0 2 0 A -101 0 0 LL •.•. 0 LL PARTIAL SECOND FLOOR REFLECTED CEILING PLAN CABLE TRAY PLAN Permit Resubmission Softlayer Data Center SDC52 -02 3355 South 120th Place Tukwila, WA 98168 Project Number: 209709.00 Permit Resubmission October 8, 2009 FIE COPY Permit No. O ' 2 0 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and ' • is acknowledged: By f ,,- Date' ( nh- City Of 1Ukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require anew plan submittal and may include additional plan reVIm 1 SEPARATE S PERMIT REQUIRED - ctrtcai bang Gas Piping City of Tukwila BUILDING DIVISION CORRECTION LTR# bO92O2 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2009 A 4- City of Tukwila BUILDING DIVISION CALLISON RECEIVED OCT 19 2009 PERMIT CENTER D: \bwinfrey's Documents\ sdc522\ Caddsdc522 \Sheets\24x36_cover- RESUB.dgn 10/16/2009 10:46:26 AM COPYRIGHT CO) 2008 CALLISON 1 , .-, 4 6 , GENERAL DRAWING SYMBOLS RCP SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX 0 ARCHITECTURAL CEILING- MOUNTED AC ASPHALTIC CONCRETE D NSIDE DIAMETER OWNER SABEY CORPORATION XX XX 2'X2' FLUORESCENT LIGHT ACC ACCESSIBLE NCL NCLUDE, INCLUDING 12201 TUKWILA INTERNATIONAL BLVD. A -000 GENERAL INFORMATION SHEET A -XXX A -XXX A -XXX ACP ACOUSTICAL CEILING PANEL NFO NFORMATION FOURTH FLOOR A -001 SITE PLAN 11 ACST ACOUSTICAL NSUL NSULATE, INSULATION SEATTLE, WA 98168 A -002 SECOND FLOOR LIFE SAFETY PLAN " AD AREA DRAIN NT NTERIOR NDIRECT WASTE DRAIN TELE (206) 281 -8700 FAX (206) 282 -9951 A -100 SECOND FLOOR PLANS EQUIPMENT PLAN ADDM ADDENDUM WD BUILDING SECTION INDICATOR WALL SECTION INDICATOR CEILING- MOUNTED • ADJ ADJUSTABLE A -101 SECOND FLOOR CABLE TRAY PLAN CEILING PLAN 2'X4' FLUORESCENT LIGHT AFF ABOVE FINISHED FLOOR JAN JANITOR A -300 • ELEVATIONS AND SECTIONS HVAC DIFFUSERS AHU AIR HANDLING UNIT JT JOINT OWNER'S SABEY CONSTRUCTION MECH. MCKINSTRY A -500 EXTERIOR ELEVATIONS (SIZE AND TYPE PER ALT ALTERNATE REP. 12201 TUKWILA INTERNATIONAL BLVD. 5005 3RD AVE S A -800 DOOR & FINISH SCHEDULES & DETAILS XX .� MECHANICAL DRAWINGS) ALUM ALUMINUM KIT KITCHEN FOURTH FLOOR SEATTLE, WA 98134 A -801 DETAILS XX CEILING - MOUNTED ANOD ANODIZED SEATTLE, WA 98168 TELE (206) 762 -3311 A -802 DETAILS A -XXX \e' ' � A XXX 1'X4' FLUORESCENT LIGHT APPROX APPROXIMATE L LONG TELE: (206) 281 -4200 FAX: (206) 832 -8685 STRUCTURAL 1 1 APT APARTMENT LAM LAMINATE, LAMINATED FAX: (206) 281 -0920 1 ' ARCH ARCHITECT, ARCHITECTURAL LAU LAUNDRY S1.1 STRUCTURAL GENERAL NOTES & ELEVATIONS AUTO AUTOMATIC LAV LAVATORY S1.2 FLOOR PLANS & SECTIONS 1 ) SECTION DETAIL INDICATOR AV AUDIO VISUAL LT LIGHT ELEC. VECA ELECTRIC ENLARGED DETAIL INDICATOR �. _,, (HIDDEN) CEILING - MOUNTED AWP ACOUSTICAL WALL PANEL(S) LTG LIGHTING ARCH. CALLISON, LLC 5614 7TH AVE S I STRIP FLUORESCENT LIGHT 1420 5TH AVENUE, SUITE 2400 SEATTLE, WA 98108 XX FA Fl ' HVAC RETURNS /EXHAUSTS BB BULLETIN G BOARD MAS MASONRY SEATTLE WA 98101 TELE: (206) 436 -5229 (SIZE AND TYPE PER MECHANICAL DRAWINGS) BD BLDG BUILDIN BOARD MATE MATERIAL TELE: (206) 623 -4646 FAX (206) 623 -4625 FAX (206) 696 -7329 41 MAX MAXIMUM MECH MECHANICAL XX L _ 1— BLKG BLOCKING A -XXX X -XXX A -XXX r a -I (EXPOSED) CEILING - MOUNTED STRIP FLUORESCENT LIGHT BO BOTTOM OF MED MEDIUM v BOT BOTTOM MEMB MEMBRANE "" BRG BEARING MEZZ MEZZANINE STRUCT. ENGINEERS NORTHWEST, INC EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR CEILING- MOUNTED HVAC ITEMS BRZ BRONZE MGT MANAGEMENT 6869 WOODLAWN AVENUE N.E. WALL- MOUNTED BSMT BASEMENT MFR MANUFACTURE, MANUFACTURE SEATTLE, WA. 98115 T I STRIP FLUORESCENT LIGHT BUR BUILT UP ROOFING MH MANHOLE TELE: (206) 525 -7560 ('D FAX: (206) 522 -6698 CAB MISC MISCELLANEOUS MATCH LINE CB CATCH BASIN MIN MO MASONRY MINIMUM, MINUTE OPENING CEM CEMENT, CEMENTITIOUS MS MOP SINK SEE XX /A -XXX A CER CERAMIC CABINET MTD MOUNTED 0 DOWNLIGHT CG CORNER GUARD MTL METAL CH COAT HOOK MVBL MOVABLE SCOPE OF WORK LEGAL DESCRIPTION MATCH LINE INDICATOR DRAWING REVISION INDICATOR CEILING- MOUNTED ACCESS PANEL CI CAST IRON CJ CONTROL JOINT N NORTH CIP CAST -IN -PLACE NIC NOT IN CONTACT O ACCENT DOWNLIGHT CL CENTERLINE NO NUMBER CLG CEILING NOM NOMINAL )2( CLO CLOSET NTS NOT TO SCALE PARCEL 4 CLR CLEAR TENANT IMPROVEMENT CONSISTING OF 6700 SF DATA CENTER ,,iiii CMU CONCRETE MASONRY UNIT OC ON CENTER CO CLEAN OUT, CASED OPENING OH OVERHEAD ON FLOOR 2. LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND WALL - WASHER DOWNLIGHT INSTALLATION OF ELECTRICAL AND HVAC SUPPORT EQUIPMENT. LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE w COL COLUMN OD OUTSIDE DIAMETER INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS EXISTING COLUMN GRIDLINE INDICATOR NEW COLUMN GRIDLINE INDICATOR CEILING- MOUNTED FIRE SPRINKLER COMM COMMUNICATION OPNG OPENING OF KING COUNTY: CONC CONCRETE OPP OPPOSITE TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. CONN CONNECTION, CONNECT ORD OVERFLOW ROOF DRAIN 6 SCONCE -TYPE CONSTR CONSTRUCTION OTS OPEN TO STRUCTURE ABOVE 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: (WALL- MOUNTED) LIGHT CONT CONTINUOUS, CONTINUE TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, EL XXX.XX EL XXX' -XX" CORR CORRIDOR THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION O CPT CARPET PBD PARTICLEBOARD OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY >7---- / CSWK CENTER CASEWORK ER CTR PRCST PRECAST PD PLANTER DRAIN ORDINANCE NO. 8893, ATTACH TO SAID PARCEL BY OPERATION OF LAW: x CEILING - MOUNTED EXIT LIGHT CU CUBIC PERP PERPENDICULAR EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ", DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR ® CEILING- MOUNTED SPEAKER PLAM PLASTIC LAMINATE A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN DBL DOUBLE PLYWD PLYWOOD LINE DESCRIBED AS FOLLOWS: <EIXXXXX> EQUIPMENT INDICATOR DEMO DEMOLISH, DEMOLITION PNL PANEL BEGINNING A A POINT ON THE WESTERLY BOUNDRY OF SAID LOTS 1 AND 2, SAID POINT ROOM NAME <XIXXXXX> FIXTURE INDICATOR 6 WALL- MOUNTED EXIT LIGHT DET DETAIL PL PROPERTY LINE BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; DF DRINKING FOUNTAIN PR PAIR INTERGATE EAST CAMPUS THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAID LOT 1, 1 2022 DIA DIAMETER PRKG PARKING 3355 S. 120th PLACE �FIXXXXX� FURNITURE INDICATOR DIAL DIAGONAL, DIAGRAM PROP PROPERTY SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID DIM DIMENSION PT PAINT, POINT, PRESSURE TREATED TUKWILA, WASHINGTON 98168 LOT 1 AND THE END OF THIS LINE DESCRIPTION; <GIXXXXX> GRAPHIC /SIGNAGE INDICATOR DIV DIVIDE, DIVISION PTN PARTITION AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED ROOM INDICATOR MISCELLANEOUS INDICATORS STANDARD LIGHT FIXTURES DMPF DAMPPROOF, DAMPPROOFING TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING DN DOWN R RADIUS, RISER N0. 8810200800: DR DOOR, DRESSING ROOM RCP REFLECTED CEILING PLAN DS DOWNSPOUT RD ROOF DRAIN, ROAD AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, DW DISHWASHER REF REFER TO, REFERENCE CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING DWG DRAWING REF REFRIGERATOR NO. 9203260787: 0228 (FIXXXXXXX) DWR DRAWER REINF REINFORCED, REINFORCING READ REQUIRED SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. E EAST REV REVISED, REVISION EIFS EXTERIOR INSULATION AND RFG ROOFING (DOOR) OPENING INDICATOR FINISH INDICATOR FINISH SYSTEM RM ROOM I I EJ EXPANSION JOINT RO ROUGH OPENING BUILDING CODE CRITERIA VICINITY EL ELEVATION RT RIGHT ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR S SOUTH ENCL ENCLOSE, ENCLOSURE SC SOLID CORE APPLICABLE CODES 0X' -XX " AFF) EP ELECTRIC PANEL SCHED SCHEDULE BUILDING CODE 2006 INTERNATIONAL BUILDING CODE EQ EQUAL SD STORM DRAIN WAC 51 -50 IBC AMENDMENTS 2006 EDITION _ � � � k � � :t � f� - �• Ax�� �;�' � �'� �� ��`� , *;; EQUIP EQUIPMENT SECT SECTION ENERGY: WASHINGTON STATE ENERGY CODE � �, , ESCAL ESCALATOR SGL SINGLE WAC 51 -11 2006 EDITION WINDOW INDICATOR CEILING HEIGHT INDICATOR EXH EXHAUST SHT SHEET MECHANICAL: 2006 INTERNATIONAL MECHANICAL CODE EXP EXPANSION, EXPOSED SHTHG SHEATHING W/ 2006 WASHINGTON STATE AMENDMENTS EXIST EXISTING SIM SIMILAR FIRE: 2006 INTERNATIONAL FIRE CODE EXT EXTERIOR SPEC SPECIFICATION WAC 51 -54 2006 IFC STATE AMENDMENTS MATERIAL (PER FINISH LEGEND) SPKLR SPRINKLER PLUMBING 2006 UNIFORM PLUMBING CODE FINISH (PER FINISH LEGEND) FA FIRE ALARM SPKR SPEAKER WAC 51 -56 & 51 -57 2006 UPC STATE AMENDMENTS t � s. Z I �f } i -1 iSiA. �' eh ' \ !� ! i) 3 kS�F 'ff } -'� F �•Q 4 \( l Z11 '4 2 I.y- ) 4k btu ®XXm L� FCIO FURNISHED BY CONTRACTOR/ SQ INSTALLED BY OWNER SS SQUARE SERVICE SINK ELECTRICAL 2005 NATIONAL ELECTRICAL CODE WAC 296 -46B ELECTRICAL SAFETY STANDARDS XmX XX AFF FD FLOOR DRAIN SST STAINLESS STEEL FUEL GAS: 2006 INTERNATIONAL FUEL GAS CODE ': �.,..$, >a , 'g _ �• ' r ., � a ' HEIGHT FDC FIRE DEPARTMENT STC SOUND TRANSMISSION CLASS WITH WASHINGTON STATE AMENDMENTS. REQUIREMENTS WALL TYPE INDICATOR CEILING HEIGHT /MATERIAL /FINISH INDICATOR CONNECTION STD STANDARD ACCESSIBILITY: IBC FOR BARRIER FREE ACCESS CHAPTER 11 FDTN FOUNDATION STL STEEL ICC /ANSI 117.1 2003 FE FIRE EXTINGUISHER STOR STORAGE WAC 51 -50 IBC AMENDMENTS 2006 EDITION ( NON-RATED PARTITION) FEC FIRE EXTINGUISHER STRUCT STRUCTURAL 2007 NFPA 72 NATIONAL FIRE ALARM CODE • • • • • .. 1 Min (1 _ HOUR RATED PARTITION) CABINET SUSP SUSPENDED 2006 NFPA 101 LIFE SAFETY CODE FH FIRE HYDRANT OTHER: 2005 NFPA 110 STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS ; ■ ■ ■ ■ ■ ■ ■ (2 -HOUR RATED PARTITION) FHC FIRE HOSE CABINET T TREAD 2005 NFPA 111 STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY • • • • • • ■ ■ (3 -HOUR RATED PARTITION) ® FIG FIGURE T &G TONGUE AND GROOVE & STANDBY POWER SYSTEMS FIN FINISH, FINISHED TEL TELEPHONE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE • • • • • -HOUR ATED PARTITION) (4 H R R FLEX FLEXIBLE TEMP TEMPERATURE, TEMPORARY FLR FLOOR, KEYNOTE PARTITIONS FLOORING TER TERRAllO SEISMIC DESIGN CATEGORY D FLUOR FLUORESCENT THK THICK, THICKNESS FO FACE OF, FINISHED OPENING TMPD TEMPERED CONSTRUCTION & OCCUPANCY TYPES =J- 'L' k 5 �� _ C #: �, C.. ".gyp "' '"R $f ,p, '' 6 3 1 5 ( 4 d I k 40 fi$. yy b) • FOIC FURNISHED BY OWNER/ TO TOP OF CONSTRUCTION TYPE 1A, FULLY SPRINKLERED INSTALLED BY CONTRACTOR TSTAT THERMOSTAT OCCUPANCIES FP FIRE PROTECTION, FIREPROOF TV TELEVISION B (BUSINESS) - 1ST FLOOR UPS RM FR FRAME, FIRE RATED TYP TYPICAL B (BUSINESS) - 3RD FLOOR DATA CENTER FRMG FRAMING H3 (LOW HAZARD STORAGE) - 1ST FLOOR GENERATOR FRT FIRE RETARDANT TREATED UGND UNDERGROUND PROJECT LOCATION - SECOND FLOOR FT FOOT, FEET UNFIN UNFINISHED FTG FOOTING UON UNLESS OTHERWISE NOTED FUT FUTURE FVC FIRE HOSE VALVE CABINET VEST VERTICAL GENERAL N FWC FABRIC WALL COVERING VEST VESTIBULE FWP FABRIC WRAPPED PANEL(S) VNR VENEER VR VAPOR RETARDER GA GAGE VWC VINYL WALLCOVERING 1. DO NOT SCALE THE DRAWINGS. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO GALV GALVANIZED EXISTING CONDITIONS IS GIVEN WITHOUT GUARANTEE OF ACCURACY. PLAN SYMBOLS GEN GENERAL, GENERATOR W WEST, WIDE 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY GFRC GLASS -FIBER W/ WITH THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR REINFORCED CONCRETE W/O WITHOUT CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO GFRG GLASS -FIBER WC WATER CLOSET, WALLCOVERING 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT PROCEEDING WITH THE ITEM OF WORK AFFECTED. REINFORCED GYPSUM WD WOOD IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE 9. COORDINATE AL GFRP GLASS -FIBER WH WALL HYDRANT QrE MOUNTED TO WALL - .., REINFORCED PLASTIC WP WEATHERPROOF, WATERPROOF, L WORK REQUIRED BUILDING MANAGEMENT WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE INCLUDING THE USE BRACKET �'""� �'°` ""' ` _ "� "" "" a � GL GLASS WATERPROOFING, WORK POINT SE OF ELEVATORS, ATORRS, TEMPORARY Y STORAGE USE OF GYP GYPSUM WR WATER ROOFING, ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. IN WALL- MOUNTED EXISTING TO REMAIN GYP BD GYPSUM BOARD WT WEIGHT 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH CONSTRUCTION. CODE COMPLIANCE CABINET (SHOWN SHADED) WWF WELDED WIRE FABRIC 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, APPROVE THE H HIGH SURFACES, UNLESS OTHERWISE INDICATED. FIRST TIME THEY APPEAR AND THEY ARE TYPICAL FOR SIMILAR HC HOLLOW CORE FIRE EXTINGUISHERS r HB HOSE BIBS XFMR TRANSFORMER CONDITION ELSEWHERE UON. OCT 2 7 2009 HD HAND DRYER YD YARD 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL EXISTING TO BE DEMOLISHED L I , ' HDBD HARDBOARD INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE 11. SEE ARCHITECTURAL SPECIFICATIONS BOOK IN ADDITION TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION ° (SHOWN DASHED) HDW HARDWARE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER (VERIFY IF SPECS ARE TO BE ISSUED). ' �I HDWD HARDWOOD DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN BUILDING DIVISION HM HOLLOW METAL ADJACENTWALL INTERSECTIONS. 12. MECHANICAL, ELECTRICAL, AND PLUMBING IS TO BE FULLY HO HOLD OPEN ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. HORIZ HORIZONTAL 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN HT HEIGHT NEW HR HOUR DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL TYPE OF WORK HVAC HEATING, VENTILATING MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL DRAWINGS TAKE PRECEDENCE. AND AIR CONDITIONING , WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS.' 1 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN �..• Z O9 THE AREA OF WORK IN ACCORDANCE WITH APPLICABLE SAFETY ' CODES, PERFORM ALL WORK TO MEET OR EXCEED THE PERMIT CENT. REQUIREMENTS OF Al APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. R s ca sneetstsac522 _a -000.s 1.24.041"M UUPYRIGI U 2008 GALLISON • m GENERAL NOTES A -000 z o • co N F■ E. to a a) - E' o L C ) co 0) ti 0) U 0 • 00 c0 ✓ . O T'.00 N tU w o F" N N W L « CO (0 N mo i —oo N N N N O 0) Vl - u. U • OD _ • r �.. - CV T"'" CL1 LCD Lt) co C ~ ISSUED / REVISED DATE PERMIT SET 9/25/09 0 0 rn 0 T � T V+ 0 H U w CC F 18,640 S.F. PROPOSED 2 HR. SEPAR- ATION WALL 24,840 S.F. YARD AREA 3355 S. 120TH PL. EXISTING BUILDING FIRE WALL PROJECT LOCATION SECOND FLOOR BUILDING 5 188,222 S.F. OCCUPANCY B PARKING 1/1000 =188 I -FR SPRINKLERED BUILDING 4 115,895 S.F. OCCUPANCY F PARKING 1/1000 =116 V -1 HR SPRINKLERED ENCLOSED DOCK PARK SWITCH GEAR BLDG. #4 SWITCH GEAR 60' RECORDED NON BUILDABLE EASEMENT LOT LOT 4 BLDG. #3 SWITCH GEAR 24,840 S.F. M S O I I T H 1 2 4 T H S T R F F T C 10,370,6 sq 0.23808 ac+ L 774. ± 169 9 10 tc ZO2 REVIVED FOR CODE COMPLIANCE AP" ° ROVED OCT 2 7 2.009 City of Tukwila BUILDING DIVISION ECEIVED SEP 218 2009 PERMIT CENTEF j:\ projects \sabey \sdc522\caddsdc522 \sheets \sdc522_a- 001.sht 9/23/2009 1:24:00 PM COPYRIGHT (0 2008 CALLISON • z 0 N 1 J SITE PLAN O N N A -007 L 0 0 LL 0 LL Or- E O L[) C) N- O 0 CO O) a) .0 (If N H LL c O O N ISSUED / REVISED DATE N co N CO O N PERMIT SET 9/25/09 O O O ti 0) O N 1- U w 0 N --1 -- CAS 28' -7' 27' -4 1/2" UNOCCUPIED SPACE 4857 49 1 100 EXIST. DATA CENTER EMERGENCY EXIT PATH I SEE ELEC FOR LIGHTING CHEME FOR f#UTURE BUILD OUT UNDER SEPARATE PERMIT NO STORAGE ALLOWED 1 LIMIT OF NEW WORK THIS PERMIT UNOCCUPIED SPACE I 27'-4 1/2' I In 27' -9 1/2' 3474 4 1100 1 FOR FUTURE BUILD OUT UNDER SEPARATE PERMIT 140 STORAGE ALLOWED 1 n 0 1/16 "•1' EXIST. ELEC. CLOSET .,.. _--- �_ — -G = - - E (STING CORRIDOR / EMERGE CY EGRESS LIGHTING I II 1 11 I 1 � 1 I 11 111 I i11 1 '1 1i1 1 1 . 1� 1 I, 11 ,' _MAX. DIST 115'-7" 1 B 473 1100 1 27' -9" UNOCCUPIED SPACE - 11 4— B 115 2 1100 1 B - -115— 2 100 27' -9 1/2' EXIST. CONDUIT CHASE 1 B 1 EXIST. QFFICE 1 SECOND FLOOR LIFE SAFETY PLAN 26' -2' 100 FOR FUTURE BUILD OUT UNDER SEPARATE !PERMIT Nb STORAGE ALLOWED 5465 55 1 100 402 c ' IAAA!!D cENTER 377 :IMAGE 1 ULD ROOM m 371 SF B 1434 15 1 100 UNOCCUPIED SPACE - - - -- r4 ■ W2MINI�!► ' ! e Ilig/11 MEI Ira r• pm rl ru lj ILjli i I_ 11111101111t= smoommoimmo T T. 11111111111111111 1nIuIiIlI♦III1♦I IIWIIIII:�III 111111I11i� 1• ■.■ X DATA CENTER m 26' -2 1/2" .� �, 7 100 PRINT 9315E 490'-3 1/2' 26' -2' FIBER RISER (EXIST.) 944 10 1 100 DN. B CPT - 79' A -> B TOTAL DISTANCE TRAVELLED 196' A - - >D CPT = 112'D - >E TOTAL DISTANCE TRAVELLED 290' D - - >C EXIT w n re s ' ocumen s s alms' FIRE /LIFE SAFETY LEGEND I 3962 14 1300 CPT =125' TD - 180" t CPT -90' TD =283' + FE 9 Do o OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD NUMBER OF EXITS COMMON PATH OF TRAVEL (WITH DISTANCE INDICATED) A TO B PATH OF EGRESS TRAVEL TRAVEL DISTANCE (WITH DISTANCE INDICATED) A TO C OCCUPANT LOAD AT EXIT /EXIT DOORWAY EGRESSING INDIVIDUAL SPACE. ARROW INDICATES DIRECTION OF OCCUPANT EGRESS COMMON PATH OF TRAVEL (WITH DISTANCE INDICATED) A TO D TRAVEL DISTANCE (WITH DISTANCE INDICATED) D TO C AREA OF WORK EXIT SIGNAGE FIRE EXTINGUISHER CUMULATIVE OCCUPANT LOAD AT EXIT EXIT SIGN WITH DIRECTIONAL INDICATOR EXIT SIGN 10 REVIEWED FOR CODE COMPLIANCE APPROVE OCT 27 2409 City of Tukwila BUILDING DIVIRICIV KEY PLAN SECOND FLOOR RECEIVED OCT 1 9 2009 PERMIT CENTEF . .. . N 11 1 • 11 • --- ■ p 11: • • • A -002 T- N CO CO 0 rn 1. 0< o � u. .0 N M (a o LL C CD 2 ca Q 03 CD ac CN F- 11 CI) " CNI LO W CN O W r co I (/) < �,3 c o ce W Cr) H Z SECOND FLOOR LIFE SAFETY PLAN 0 0 0 0 N (D 0 N F- ISSUED / REVISED DATE PERMIT SET 9/25/09 PERMIT RESUB 10/08/09 O O ALL LIGHTING 14WTHIS ARE FED FROM €FNL- 52A -H, PNL7.520.- H1 Rl € I 2ND FLR PARTIAL LTG SCALE 1/8 " =1'0" 10 11 MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level The means of egress illumination level shall not be less than 1 foot - candle at the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior Iandings...for exit discharge doorways... ! f F Fri LITHONIA MS8 FIXTURE UNSWITCHED A3B - 4' OF FIXTURE BATTERY BACKUP AB Ir I> 1 D 09 2...0 ae 12 13 A3 C LITHONIA MS8 CEILING MOUNTED FIXTURE W /WIRE GAURD TROFFER FIXTURE TROFFER WITH BATTERY BACK -UP TYPE X - ILLUM EXIT BATTERY BACK -UP BATTERY EGRESS LIGHT REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2'7 2009 City of Tukwila BUILDING DIVISION RECEIRmr ,OCT 1 9U PERMIT Ctly 16' 24' w F Z w 4 N 4 0 w ca 4 v a m c� Z c p o — 9-� N a ▪ c L n ig N W c c0 cl) O O In I� O v = O N L - 00 O ). I— 0 N N w �',rCOC w m 01,..+,00 Z N 0 ro N(Ni Q N O 0 o W ,u_ —ti. t O o Lo � u •-• Lt) E 0 ▪ *' 0 °) co • > Q ch cn c0, O CO 0) > N Z V N N d c >LOcnau co a U w w a 0 w 1- z M d' N T- 0 0 0 c0 N � c 0 O 0 c c CO Lo 0 N � '�t N 0 ? > co ca c Q f0 0 c � CO CO W N N _ . co co f9 LL � } co O C ) 0+-'00 N it N N 3 • cn I- u. 3 CO (0 T"' CO rn cc z 1— E O 0 >+ .0 ca co ISSUED / REVISED DATE 10/12/09 10/15/09 UNOCCUPIED CORRIDOR DATA CENTER (EXIST.) VW, I E 1 4 1 a I 71 , ELEC. CLOSET (EXIST.) r4-ri:trgka-ifre-tn t— —I CORRIDOR irww STORAGE 1 261 1 1 260 1 m_m_m_111 m_m_m •_• • •_•_m_m •_m_•_• _ 111:16 DATA CENTER 2'-0" 1 A 1 6 1 a 1E 1 4 1 a 1 EXIST. FRAMING. ADD GWB AND INSUL PER WALL TYPE 1 1 1 1•111MIII11111 1 1 1 1 1 —-— 1 1 1 1 1 1 1 1 1 1 mks 1 1 1 1 1 1 1 1 1 1 rh/ FLU 1 1 1 1 1 •rr • `rrg 131111111 TEM ( L S1 B1. • 'ZITZT-'q'''`I'sr ,,,,,V,""" • • mmitimmomm • mimmum U mmommommillumm 1 milimmwommmumlow • • 1 • • • • m momm • moms • ss • • • • — — 9'-1" 14'-9 10' 1 Ns. 0 Ct- Call) 2'-0" 02 2'-0" '''11:137 r.triTWITZT177,7 „ „:7 ELEC. CLOSET (EXIST.) 9'-2 3/4" h- 1/8" - 1 10'-0" (TYP.) 1 0_ STORAGE 261 / EQUIPMENT PLAN DATA CENTER 1 260 2 0 CL • 4 00 ( A.- 20 el RECEWFP • SEP 28 2009 PERMIT CENTEF, 10 REVIEWED FOR CODE COMPLIANCE PPROVED OCT 27 2009 City of Tukwila BUILDING DIVISION jAprojects\sabey\sdc522\caddsdc5221sheets\sdc522_a-1OD.sht 972312009 1:23:44 PM COPYRIGHT - (9) 2008 CALLISON KEY PLAN • z 0 4 0 a . re 0 >si LLI co co 0 C\I (J) 2 0 CD I-- I (/) < LS') u 0 ow (1) 1— <c ce 1— z s_ 0 0 LL 0 a) ISSUED / REVISED DATE g T1; g NC) c0 CD • N co oo cy cY GD CS) CS) 00 N N LL PERMIT SET 9/25/09 0 0 0) 0 a) 0 c\I 1— w 0 Cl. PARTIAL SECOND FLOOR FLOOR PLANS EQUIPMENT PLANS A-1 00 CEI.LING SLOPED UP FROM 8'6" AFF TO 9' -6" AFF TO ACCOMODATE HVAC. LID 9' -6 AFF REFLECTED CEILING PLAN NOTE: CEILING GRID CENTERED ON COLUMNS 1/8' • 1' ■ ■ ■ a ■ ■ 1 1 ■ a ■ _ J r a a ■ ■ ■ ■ ■ ■ ■ ■ a a ■ i 1 a 1 ■ 1 a a ■ ■ ■ ■ ■ ■ ■ ■ a ■ ■ ■ 1 e 1 B ■ 1 e B B 1 - - - V) 1- 1' -10" XX \ 8' -7" Ile 8' -7" I U U 9 '_ 2 11 9' -2 U N 2 i_ 0 " 2'-0" 1 — r 1/8" • 1' 24 --GABLE TRAY (01 ATSWORTH OR EQ 0 n U U CL CROSS CONNECT TRAY @HEAD -IN CAB. 1 260 I 9' -0" DATA CENTER CABLE TRAY PLAN 2 -d" lL1\11 CN Fs 1 ) 9' -0" r 4'_9" 4' -9' T — r U - — 3' -0" U CL 1' ' CO N ■ ■ ■ ■ a ■ ■ ■ ■ a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ a 1 ■ ■ ■ ■ ■ ■ ■ ■ Do2o 2 10 REVIEWED FOR CODE COMPLIANCE APPROVE OCT 2 '7 2009 City of Tukwila BUILDING DIVISION RECEIVE? OCT 19 2009 PERMIT CENTEG- V: \bwinfrey's Documents\ sdc522 \Caddsdc522 \sdc522_a- 101.sht 10/16/2009 10:50:27 AM COPYRIGHT(9) 2008 CALLISON KEY PLAN i V W Z A -107 co c Z o r O .;: N _ co I a a) o co c� c p_ ro� d ca o oin o CC — ` tip) 0 o 3 o< op °) . ' -se _off v- N a) m - ao 0o la >- - - a N (V N W T''� CD (0 m0 i �0O in : Ca N O N N N Hr IL V)I — L1 1- z W 2 Uco co v Q roc T"'• a N " ° CO a) ▪ cp cc CO < WC\i 0 r p W . co U) F co 0 Lo Q F W M ISSUED / REVISED DATE PERMIT SET 9/25/09 PERMIT RESUB 10/08/09 PARTIAL SECOND FLOOR REFLECTED CEILING PLAN CABLE TRAY PLAN SOFTLAYER CALLISON PROJECT 1I � (• 3 R2SORWO lit. —_— TTT 1 I MUM 31Cle II ' D i 6" AFF � I — — — — CI — — — — — — — — — — — — — — — — — — — — — — — ■ ■ i I ■ O ■ ■ 1 1 1 i II 1 ■ ■ ' MON 1 I ■ 1 a I I a .••, :: HARD LID AFF, — — — 1 I — - — — ' es' -, _ I 9' -6" r7 r � ; E ■ • ( I 1 W� II II • jI Al F ■ . I I . f A -802 R i_ e ' 1 1 J 1 ACT AC 1 1 < 1 SEISMIC 10INT rvo nMI . i I I I � Al 1 A 60 - - -- '° 1 9 — — i I I el - lel MI i 1 '„ ` ` ` w � 's ILING\) - � NSIT10N' FROM 4 ' I C= �,,' �.�` I 79L 8 -6" TO 9��6",� . ' ' � ` � A -802 � �, `� I I p DATA CENT�I' � `, ` ( I 1 260 I , . Oli•MM NM - - — - — - — - we u �J — - — — — — — - • — — le _.. I . ' HARn - a� _ . CEI.LING SLOPED UP FROM 8'6" AFF TO 9' -6" AFF TO ACCOMODATE HVAC. LID 9' -6 AFF REFLECTED CEILING PLAN NOTE: CEILING GRID CENTERED ON COLUMNS 1/8' • 1' ■ ■ ■ a ■ ■ 1 1 ■ a ■ _ J r a a ■ ■ ■ ■ ■ ■ ■ ■ a a ■ i 1 a 1 ■ 1 a a ■ ■ ■ ■ ■ ■ ■ ■ a ■ ■ ■ 1 e 1 B ■ 1 e B B 1 - - - V) 1- 1' -10" XX \ 8' -7" Ile 8' -7" I U U 9 '_ 2 11 9' -2 U N 2 i_ 0 " 2'-0" 1 — r 1/8" • 1' 24 --GABLE TRAY (01 ATSWORTH OR EQ 0 n U U CL CROSS CONNECT TRAY @HEAD -IN CAB. 1 260 I 9' -0" DATA CENTER CABLE TRAY PLAN 2 -d" lL1\11 CN Fs 1 ) 9' -0" r 4'_9" 4' -9' T — r U - — 3' -0" U CL 1' ' CO N ■ ■ ■ ■ a ■ ■ ■ ■ a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ a 1 ■ ■ ■ ■ ■ ■ ■ ■ Do2o 2 10 REVIEWED FOR CODE COMPLIANCE APPROVE OCT 2 '7 2009 City of Tukwila BUILDING DIVISION RECEIVE? OCT 19 2009 PERMIT CENTEG- V: \bwinfrey's Documents\ sdc522 \Caddsdc522 \sdc522_a- 101.sht 10/16/2009 10:50:27 AM COPYRIGHT(9) 2008 CALLISON KEY PLAN i V W Z A -107 co c Z o r O .;: N _ co I a a) o co c� c p_ ro� d ca o oin o CC — ` tip) 0 o 3 o< op °) . ' -se _off v- N a) m - ao 0o la >- - - a N (V N W T''� CD (0 m0 i �0O in : Ca N O N N N Hr IL V)I — L1 1- z W 2 Uco co v Q roc T"'• a N " ° CO a) ▪ cp cc CO < WC\i 0 r p W . co U) F co 0 Lo Q F W M ISSUED / REVISED DATE PERMIT SET 9/25/09 PERMIT RESUB 10/08/09 PARTIAL SECOND FLOOR REFLECTED CEILING PLAN CABLE TRAY PLAN SOFTLAYER CALLISON PROJECT T.O.S.= 39' -5N8" T.O.S.= 19' -5 0 ) BOTTOM OF DUCT CD ao 18' -4" M (NI V) N PDU <t H9TURE U 0- (PEfM 2' -9" A c 4 A LITAL PANELS / CO CO , , / U 0- <, , , , _ , -r RACKS ERE 4 1 CROSS BRACE (EXIST. -+--CABLE TRAY .HOT AISLE ENCLOSURE 1/8" - 1' U D 0- 6 R D SOFFIT PARTIAL SOUTH ELEVATION 2' -10" U 0- / CABLE SOFFIT Y , r U 0- DROPPED CEILING y A PDU A rn PARTIAL EAST ELEVATION (EXIST9 U Q- 7 1/4 " T.O.S. 39 -5N8" T.O.S.= 19' -5N8' mtl 20z REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2009 City of Tukwila BUILDING DIVISION RECEIVED SEP 28 2009 PERMIT CENTER j:\ projects \sabey \sdc522 \caddsdc5221 sheets \sdc522_a- 300.sht 9723/2009 1:23:34 PM COPYRIGHTS 2008 CALL • N co O T... O O L O ti 0 U O • } Q c0Cr) > N N r- • 00 00 - p N N �p • CO O N O s - .- N (� N N N O Q) LL ISSUED / REVISED DATE PERMIT SET 9/25/09 PARTIAL EAST AND WEST ELEVATIONS A -300 0 0 rn 0 ti rn 0 1 - U w 0 CD ce E ISTIVO OUVER GEN STACKS (EXIST.) EX IS =X G S It` G L_ - JP L U AREAWAY INSTAKE (EXIST.) �a ER DEMO METAL SIDING INSULATION, GWB PLASTIC 1 BARRIER AND CUT BACK GIRTS AS NEEDED FOR LOUVER INSTALLATION. VERIFY FINAL SIZE AND LOCATION W/ MECH PRIOR TO START. O DEMO EXISTING LOUVER. RETURN OR DISPOSE AS DIRECTED BY OWNER DEMOLITION PARTIAL WEST ELEVATION ROLL -UP DOOR (EXIST.) 1111111 lin 1/8" - V NOTE: INSTALL NEW LOUVER PER MECHANICAL AND STRUCTURAL. pATCH BACK METAL SIDING AS NEEDED TO MAINTAIN WEATHERTIGHT CONDITIONS. PARTIAL WEST ELEVATION 'RECEIVED SEP 2i,8 .2000 PERMIT GENTE j:\ projects\ sabey\ sdc522\ caddsdc522 \sheets\sdc522_a- 500.sht 9/23/2009 1:23:28 PM REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2009 City of Tukwila BUILDING DIVISION 20 CALLISO • Z O N J —J V A -500 a a) IX 4 E' 0— r O r �. — O) U � Q 0) J, O O N N N IU O to m0 :c9"6" 4 -+00 N N N N Q) E a Z 9 O c y O _ N J cu U CD CO CU CD _ (1. CO 0 s N cn = L LC) CO M ISSUED / REVISED DATE PERMIT SET 9/25/09 EXTERIOR ELEVATIONS 0 NO. DOOR TYPE MT'L W H - ASSEMBLY RATING HDWE FRAME TYPE MTL DETAILS HEAD JAMB SILL NOTES 260 A HM 6' -0" 8' -0" 45 3 B H.M. E1 /A800 E3 /A800 - 260A A HM 3' -0" 8' -0" - 45 2 A HM E1 /A800 E3 /A800 261 A HM 6' -0" 8' -0" - 45 4 B HM E1 /A800 E3 /A800 - 261A A HM 6 -0" 8' -0" - - 1 A HM E1 /A800 E3 /A800 - 260B B 3' 7'O" _ A HM PIVOT HINGE W/ CLOSER - ELIASON ` 260M B 3' - 0" 7'' - 0" - A HM PIVOT HINGE W /CLOSER - ELIASON CO LO 1/2 ' DOOR LEAF HOLLOW METAL FRAME DOOR HEAD 6 "•1' -0" PARTITION -TYPE VARIES C1020-01 CO LO 1/2 ')N • DOOR LEAF 115/16 " 6 "-1' -0 HOLLOW METAL FRAME - DOOR JAMB PARTITION -TYPE VARIES C1020 -04 ROOM FINISH SCHEDULE ROOM NO. 260 261 ROOM NAME DATA CENTER STORAGE* FLOOR EPDXY BASE RB -1 RB-1 WALLS PT -1 PT -1 CEILING ACT REMARKS CLEAN ROOM MYLAR OPEN TO DECK ABOVE DOOR SCHEDULE HARDWARE GROUPS HW - Single Door 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 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 Panic 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 Biometric/ Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact 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) 1 Strike (Inactive leaf) 2 Closers 1 Set Smoke Gaskets at Rated Doors 1 Coordinator 1 Set Silencers FINISH LEGEND DOOR TYPES 4 / TYPE A TYPE B FRAME TYPES TYPE A VISION LITE 10 SYMBOL ESD RB-1 PT -1 ACT MATERIAL ANTI — STATIC PAINT RUBBER BASE WALL / CEILING PAINT ACCOUSTICAL CEILING TILE MANUFACTURER'S NUMBER/ STYLE MFR: TBD — BLDG STD MFR: TBD COLOR: TO MATCH EXISTING MFR: TBD COLOR: TO MATCH EXISTING MFR: TBD MATCH BLDG STD REMARKS SEE SPECIFICATIONS FOR PAINT COMPOSITION, PRIMING AND APPLICATION INFORMATION. ARMSTRONG CLEAN ROOM MYLAR TILE 1)409.42._,O REVIEWED FOR CODE COMPLIANCE PPROVFD OCT 27 26 City of Tukwila BUILDING DIVISICM j:\ projects \sabey \sdc522 \caddsdc522 \sheets \sdc522_a- 800.sht 9/2372009 1:23:26 PM COPYRIGHT 2008 CALLISON RECEIVED ED SEP 2;8 2000 PERMIT CENTER 0 N • A -800 N e— O C O 6) OQ O • CO N DOOR AND FINISH SCHEDULES DETAILS O ti co CO : CO N O a) tL u) F- LL (/) 0.. 2 v o CU U � 0_ co N O U Q LO W NS 0 p . c6 < � M • � W co ~ H Z ISSUED / REVISED DATE PERMIT SET 9/25/09 O O a; O ti rn O N 1— 0 U w 0 1 , .) .s. ..., ' PARTITION/WALL SYMBOLOGY , , C9 THE PARTITION-TYPE DESIGNATION OR WALL-TYPE DESIGNATION IS A THREE- UNIT CODE THAT INDICATES THE 1 . A 3 CONFIGURATION, CONSTRUCTION AND a ' INSULATION OF THE PARTITION AS FOLLOWS: 1 1 _ AT FIRE-RATED iielli A-801 A-801 CONSTRUCTION 11:17 STRUCTURE STRUCTURE STRUCTURE STRUCTURE 1 INSULATION : : . - CONSTRUCTION OF PARTITION/WALL - NO INSULATION VERTICAL CONFIGURATION OF sp..... ....,,, ... . , .2,-„,- , $.1.1,,, .z.-„, Ma, ma ie2 ..- ..: ..-, ,..-_. 0.-..... PARTITION/WALL RATING LEGEND 1 CEILING (WHERE OCCURS) --\... EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT VS■1 ........ -... -. ..- -a. a- -. ..- ..- .. 40.- -.. ..._..-,„ ..-••• moo -. 4.- -... ..- -.. ..- -... -. a- -me ..-:-..f VA ... a.- -au ..- -.1 a.- -• 4.- -.. si.- -0 ._..-----. -.. ...- -. -. ..-- .„--...... . CEILING (WHERE CEILING OCCURS) •--.F" EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT ro ... I.- ..-- -. a- -. a.- -... ..- -. a.- ... a.- -.. ..- ..-„.-41 a.- -• a- a.- -.... 4.- -am :4"- ..-- -... J El .._ --.. ..-- --a ..- -... ...- ... 1.- -.... .- T ACOU a STICAL INSULATION EXTEND / I InttlaWAW1 1 1 FIRE-RATED NON INSULATION (WHERE OCCURS) FULL HEIGHT ...1 ..- .,...0.- -.a 11.- -.. ..- -... -.. a.- . -a. ..- -... ..- -.. ..- -. .. - -. 4.-- -.a I.- -... ...- •- •=41 .--•_. ..- --... ...- -.. 6.--* •,..- ... ID,. CEILING 1 HR FIRE-RATED RI (THERMAL) It- GID MWM 2HR FIRE-RATED 3HR FIRE-RATED 4HR FIRE-RATED t BA TT THERMAL INSULATION PARTITION/WALL NOTES 1. SEE SPECIFICATION SECTION 09111 FOR STUD SPACING AND GAGE. A PARTITION CONFIGURATION: FULL-HEIGHT FINISH PARTITION/ MATERIALS BOTH SIDES WALL B PARTITION CONFIGURATION: PARTIAL HEIGHT DESIGNATIONS FINISH ..---to MATERIALS BOTH SIDES C III PARTITION CONFIGURATION: FULL-HEIGHT NO EITHER SIDE FINISH D PARTITION CONFIGURATION: MATERIALS PARTIAL HEIGHT AND GWB SCREEN WALL E PARTITION CONFIGURATION: PARTIAL HEIGHT WITH GWB CEILING FINISH MATERIALS BOTH SIDES PARTITION TYPE- INSULATION INDICATOR 2. ANY PARTITION CONTAINING ACOUSTICAL INSULATION AND ONLY PARTITIONS CONTAINING ACOUSTICAL INSULATION SHALL BE CONSIDERED ACOUSTICAL PARTITIONS. PARTITION/WALL NOTES NO SCALE 0 NO SCALE C1010FP-03 NO SCALE C1010FP-01 k r - fft lu ill r el . 711 aipm.,-4411/14 L.■-. -I/ft Ow"....1 Ia. 41 0.1.--A ti 1/2" GYPSUM BOARD EACH SIDE META L STUDS INSULATION IF NOTED Plr1141111011 1111 r iiii11111111 r4 11 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED • • • •.. .. • • - • . . • . .. • FIRE-RATED METAL STUD PARTITION PER FLOOR PLANS GIRT FLASHING W/ DRIP EDGE BACKER ROD AND SEALANT .- IIII 11=1 HEAD .• < • . .• . . ' . . • . 1HR FIRE-RATED HORIZONTAL SHAFTWALL MEMBRANE PER USG NER 258 CONSTUCTED HEIGHT PER CEILING PLAN. • 1 , 51 8 1/2" METAL CLOSURE II. . - - - • . • • . - • . - • . • • . • . . . . . . . . • . . . . . . . . . . ...--..•..•_ .• •..• .•.•• • • .•.•-, . OM II ...• . ....• • Illi EXTERIOR IIIIII . . • .• •-.• .• • .• .• INTERIOR vi .• • • METAL LOUVER WITH BIRD SCREEN III JAMB FIRE-RATED GYPSUM BOARD , TO OVERLAP 2" MINIMUM ONTO j- 3 5/8" METAL. STUDS M '4' 3 5/8" METAL STUDS BACKER ROD AND SEALANT - H 11111 i 8 1/2" METAL CLOSURE ill SHAFTWALL SYSTEM 1111 " I FLASHING ilk MATCH EXIST. FRAMING @ INFILL CONDITION 7 6" METAL STUDS 5 BACKER ROD AND SEALANT --..._ .4 FLASHING co 8 1/2" METAL CLOSURE 6 6" METAL STUDS 1HR RATED PARTITION 3 6" METAL STUDS PARTITION (1HR FIRE-RATED) CLOSURE STRIP ------- GIRT a SILL PARTITION LOUVER @ METAL PANEL AT 1HR RATED CEILING NO SCALE C1010FP-22 NO SCALE CONSTRUCT PER US DESIGN NO U419 3/4114-0" NO SCALE C1010FP-39 a 5/6” GYPSUM te_____ _____-.-- --- BOARD 6" METAL STUD 6" METAL STUD CONCRETE SLAB OR FLUTED STEEL ROOF DECK OF OR FIRE-RATED FILL VOID WITH PACKING FLUTED STEEL FLOOR DECK (ORIENTATION 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 to" vopr „,, eizAdAr r A A 1 A -....... 'ItITIR ... • . ,..„ mi rrititi r tA__11 .::::.. Willit ..„. .... • . 4 A .. _J, Air_ 1 1 4 .. ...,.....-..,..., 1 .......... ........:.: m t.0 1--- v) v) LLI < i_E2 Ef- c) = Ei .ti '-` ii. a R 8--) g'z' mai.. L . L . I ,14-_,L.L.po Lu a v)-- cx c.nm ce c...., fil W CD r - - 1 r - - GRID-- • . 5/8" GYPSUM • ie ,- ----------- BOARD 7--------------- CLIP ANGLE _ COLUMN • , • . :f- --- FRAM- - 1 MM I - 6'' METAL TRACK - cuPm PI .--- 6" METAL TRACK m 0 r--- :-.. c.1 ra: >- -Qj FOR 1HR, 2HR MD 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW-D-0060 CD . , FAIIIIMOIAIrrAMMINII Z LU IT_ I- a cr) a >- „ 1 I Jr cl_ w LT_ A ......-. = = c_.) I-LI b•-- a -:c ED ce zi- a - -r:c ti E 1( 1 = . ri: = ";*e 5; CZ' M • = CD I= 1- F.-- ,..)c,.:( mcr,i -) I__._, 0(/)C._.),?::12S-1 L' eu ' 6 cl ' =1- = c . ) F.- a u_ (= ce r,-_ cn uj 03 0 W C) Z I— ^ 0_ CL 1.11 -¢c'cpmw 1 1 F la.•=1.- ==c...nz, 2 .. r...7 ..v I f:: (...D z ›- STEEL COLUMN -CELIENTMOUS FIREPROOFING (TYP.) ,.....1,..... FOR 1HR, 2HR AND 3HR FIRE RATINGS, REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2009 City of Tukwila BUILDING DIVISION • CONSTRUCT PER UL DESIGN HW-D-0119 HW-D-0120 METAL STUD GWB COLUMN SURROUND FRAMING GYPSUM BOARD COLUMN WRAP 0 PARTITIONS LOCATED WITHIN DECK SPAN (PARTITION INDICATED PARALLEL TO DECK FLUTES) 0 VIEW OF PARTITION WHEN CONSTRUCTED PERPENDICULAR TO DECK FLUTES JOINT BETWEEN FIRE-RATED FRAMED PARTITIONS & STRUCTURE ABOVE ., Al 11/2" -11 -0" C1010FP-90 A3 ,...1...0.. A5 NO SCALE HOURLY FIRE-RATING OF THE FLOOR ASSEMBLY MUST BE EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION RECEIVED 12)0 SEP 28 2000 PERMIT CENTER iqnrnicar n_12111 chi. CIPY4/711C10 l..0) DRA rrlDvoini..n-r,, , ,nrgt ('Al 1 lenni 7 7 9 • ISSUED / REVISED DATE PERMIT SET 9/25/09 DETAILS > as Z o 0 2 C\I CD I— I (/) < LO W 0 o w (/) ee 1— z A-801 O .;: 47 ' i., (3 CV I 1 . 0 4 U) co ' co 0 ...- 0 a. as CO CD 10 0 re = I °) - 1*-- CD 0 C:1 :ill L l>. °I -F - I-N ": - Ci :_ I° ::::: T Li 11° 3C \ la 4.. .F. 0 z9 o = 02 = C) 0 0 0) 0 N 0) 0 1- 0 0 0_ 1/2"=l -0" 4 .1 - 3/ 4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT FASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE. 8" MAX \./ 0 PERIMETER SUPPORT HANGER WIRE AT EAC PERIMETER MAN TEE AND PERIMETER CROS INSTALLATION NO SCALE STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING MAIN TEE OR CROSS (SUSPENSION SYSTEM HEAVY DUTY 2 X 2 CLOSURE ANGLE, —MINIMUM. SEE NOTE AT TOP. 0 z n_ 0 0 co a. - 2 0 < 0 0u- cJ CLOCIt OUTLET . (SEE PLANS FOR LOCATION) CC LIJ Z < 0 0 Li- CC CC1— CC 0 z0 000 000 ° H 0 S 0 GENERAL SUPPORT -J a_ 2 z <0 F cc ' HORIZONTALLY L MOUNTED z IJJ 0 w 0 cc 0 1E15 z 0 0 z w E CC 21 0 LIJ 1— z 0 0 COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635 AND CC636. COMPLY WITH ALL ADDITIONAL PROVISIONS OF IBC SECTION 1621, ASCE 9.6.2.6, AND CISCA 3-4. z 0 Z1- 0< < Z cc0<0 0000 FASTEN TO STEEL FRAMING, WOOD FRAMING, CONCRETE STRUCTURE, /7- CONCRETE DECK, OR STEEL DECK PER ES REPORT 4071 (ITEM 2.2.2), OR PER CISCA 3-4 (FIGURES 2, 3, 4 AND 5). ACOUSTICAL CEILING PANELS z 0 z < 0 1= - 2 < D Z C15 :o 8 cc < 00 0 TYPICAL STROBE HORN STROBE OR SPEAKER STROBE ADJACENT TO DOOR OF WALLS & COLUMNS OTHERWISE IN OPEN AREAS OR AT CORNER OF WALLS (SAME AS THERMOSTAT) 0 TYPICAL AS SHOWN 0 LOCATE @ CORNER OF WALL OTHERWISE DIAGRAM OF TYPICAL DEVICE LOCATION AN HEIGHTS H30-01 H S TEE TEE 12 GAGE MINIMUM HANGER WIRES AT 4'-0" OC EACH DIRECTION - NO MORE THAN 1:6 OUT-OF-PLUMB TYPICAL -WIRE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM AT EACH END OF HANGER WIRE WHERE HANGER WIRES ARE MORE THAN 1:6 OUT-OF-PLUMB, PROVIDE COUNTER-SLOPING WIRE TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS MAINTAIN HANGER WIRE SPACING AND CAPACITY BELOW OBSTRUCTION 000 A GWB FIRE ALARM DEVICES THERMOSTAT Iv-- SINGLE SWITC DIMMER SWITCH' OR GANGED 1 1/4"-1 LIGHTING FIXTURES, AIR TERMINALS, AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM - OF SUSPENDED ACOUSTICAL CEILING SYSTEMS IN IBC SEISMIC DESIG\ STEEL COLUMN ACT COLUMN LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE, BY TWO 12 GAGE TAUT OR SLACK WIRES STRIKE SIDE AIR TERMINALS AND SERVICES WEIGHING BETWEEN 20 AND 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE, BY TWO 12 GAGE TAUT OR SLACK WIRES PENDENT-HUNG LIGHT FIXTURES AND ALL OTHER LIGHT FIXTURES, AIR TERMINALS AND SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL FRAMING, MASONRY, OR CONCRETE USING APPROVED HANGERS FRAME EXIT CL DOOR DOOR i. COAT \ HOOK < u_1 0 5 1 _ _ - cc-r21 — Cr CC 0 LI 0 Z z 0 0 CC CC CO LL, 0 0 0 1 0 LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT CROSS BRACING (EXIST.) -011 0 CEILING MOUNT (TYP. U.O.N.) 0 WALL MOUNTED 6" EELOW CEILING HINGE SIDE SHOW VARIATIONS FOR SPECIFIC CONDITIONS a. CATEGORY C, D, E, A WRAP BRACING FINISHED CEILING FINISHED FLOOR NOTE: MOUNTING HEIGHTS ARE TYPICAL ONLY. PLANS & DETAILS MAY \D F FOUR 12 GAGE INIMUM WIRES SPLAYED 90 DEGREES (IN AN) FROM EACH OTHER. EACH END 0 EACH WIRE TO BE LOOPED AND WRAP D AROUND ITSELF 4 TIMES MINIMUM COMPRESSION STRUT FASTENED TO MAN TEE AND TO STRUCTURAL FRAMING OR CONCRETE LOCATE BRACING AT 12'-0" OC EACH DIRECTION AND WITHIN 6'-0" OF PERIMETER PARTITIONS 7 TEGULAR OR CONCEALED SPLINE CEILING PANEL- TEGULAR OR CONCEALED SPLINE CEILING PANEL CONNECTOR CLIP TURNED UPSIDE DOWN 0 LATERAL BRACING FOR CEILINGS EXCEEDING 1000 SF STEEL COLUMN 2'-0" , BRACING WIRES WITHIN / 1 2" OF CROSS TEE /'COMPRESSION STRUTS WITHIN 4" OF BRACING WIRES CROSS BRACING (EXIST.) cp GWB ACT 4 IoJ 12" CHANNEL TRIM PER MANUFACTURER SPACER CHANNEL TRIM r7 CEILI\G HEIGHT TRANSITION 3".." C3030-02 PROVIDE CEILING EXPANSION JOINTS AS NECESSARY, DIVIDING CEILING INTO AREAS NO GREATER THAN 2500 SF 8" MAXIMUM EACH SIDE' 11 0 EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF D PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS 0 SPRINKLER HEADS 202 jAprojects\sabey\sdc522\caddsdc522\sheets\snc522_a-802.sht 9/23/2009 1:23:14 PM REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2009 City of Tukwila BUILDING DivisinNI C3030AC-01 COPYRIGHT(9) 2008 CALLISON RECEIVED SEP 2/8 2009 PERMIT CENTER • PERMIT SET DETAILS E Z 0 0 c 0) 2 -- —J = ctl 4C C.) 0 A-802 " 0 0 u_ T u co co ‹t c:) [-- co 0 7 0 0 0 CV SSUED / REVISED DATE 9/2 5/0 9 Lo 0) co (0 E 0 0 iN a) co L3x TO W.F. CAD Z -GIRT ATTACH C:0 00 s pa NEW 6'x25' LOUVER RELOCATE HORIZONTAL WIND GIRT VERIFY EXIST. FF 40' -0" 3RD FLOOR 27' -0" -S---VERIFY EXIST. FF 20' -0" 2ND FLOOR 0 PARTIAL EXIST. FRAME ALONG GRID A LOUVER GIRT w/ X -ENDI PINS DTL a2 —a2 EXIST. COLUMN DTL al —al w O � U w > Ct 0 UcnQ 4 0.148 "0 HILTI X -EDNI FASTENERS EA. END L3x TO L3x EXIST. SHEATHING LOUVER FRAME TO L3x > EA. END #10 ® 6 "oc FLASHING BY OTHERS 1 er 43x3x x1' -0" EA. END w/ 4 "0 HI TI TZ (EMBED 4 ") EXIST. SLAB EXIST. W.F. 1 • d 1 g LOUVER BY OTHERS d-_ RELOCATE EXIST. Z -GIRT TO TOP OF LOUVER 2' -2" VERIFY EXIST. 1 n =1' —On 27' -0" RELOCATE EXIST. Z -GIRT TO BASE OF LOUVER w/ 0.1480 HILTI X -EDNI FASTENERS ® 12 "oc SECTION A -1 4n = 1' —On FF 20' -0" 2ND FLOO 3RD. FLOOR THE FOLLOWING NOTES ASTM'S NOTED ARE TO 1. DESCRIPTION Building Name & Site Location - Sabey Data Center (Softlayer TI) 3355 S. 120 Place Tukwila, Washington 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) Code supplement & Date - N/A 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load GENERAL NOTE APPLY UNLESS NOTED OTHERWISE BE LATEST EDITION - 2006 International Building Code (IBC) See snow load Basic ground snow load - Pg = 25 psf Basic roof snow load - Pf = 25 psf Thermal factor - Ct = 1.0 Importance factor - Is = 1.2, Snow exposure factor - Ce = 1.0 Drifting snow is not required in the design. Ss = 1.403, S1 = 0.484, Ie = 1.5, Site Class "D" and Seismic Design Category = "D ", SDS = 0.935, SD1 = 0.489. Equivalent Lateral Force Procedure used. Basic wind speed (3 sec.gust) = 85 (mph) - Exposure B Importance factor Iw = 1.15. Internal pressure coefficient GCpi - + 0.18 Collateral loads were not included in uplift design 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 AND MISCELLANEOUS 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: WIDE FLANGE SHAPES ASTM A -992 (Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.0.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -6 AND E -6. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. NOTE: FIREPROOF ALL NEW STEEL IF ADJACENT EXISTING STEEL HAS BEEN PREVIOUSLY COATED. POST - INSTALLED CONCRETE ANCHORS PROVIDE HILTI RE 500 ADHESIVE ANCHORS OR HILTI KWIK BOLT TZ AS NOTED ON THE DRAWINGS. PROVIDE MINIMUM EMBEDMENTS U.N.O. ON THE DRAWINGS. ANCHORS INSTALLED PER ESR -1682 AND ESR -1917. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED LOCAL BUILDING DEPARTMENT. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 3 SETS OF PRINTS OF SHOP DRAWINGS. 2 SETS WILL BE RETURNED. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "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 OF ALL FIELD CHANGES PRIOR TO INSTALLATION. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2009 City of Tukwila BUILDING DIVISION! RECEIVEF SEP 2 :8 2009 PERMIT CENTER Z O a A. 4 O • 0 W .c 03 N N O Ch LL T C 0 0) 0 0 0 0 o ISSUED / REVISED DATE PERMIT SET 9/25/09 0 0) N o N 0 0 0 0 0 0 (0 0) 0 0 0 0 ti 0 0 N F- w 0 0 END R TO H.S.S.> TYP. END R TO H.S.S. POST > 14 SHEATHING NOT SHOWN FOR CLARITY 13" TYP. x H.S.S. END R TO H.S.S. POST/ COLLAR R BELOW PER SECT. A (SIM.) SECTION A -1.2 1i" TYP. H.S.S. R > TO H.S.S. El. J • \ 1 SECTION a —a SHEATHING PER ARCH COLLAR TO H.S.S. (/ *" BASE R w/ 2— 1 T �"O HILTI KWIK BOLT TZ PER ICC REPORT ESR 1967 (EMBED 4 ") CORNERS 1 5 3" H.S.S. TO TOP & BOT. TOP. R r PER 1 SECT. A i END R (TYP.) COLLAR R PER SECT. A H.S.S. 4x4xj FULL HT. BUILT UP BM. PER SECT. B INN BENT R L1 x O' -3 w/ 2— #10 TO BM. & 2— 0.148 "0 HILTI X —EDNI FASTENERS TO POST (T & B, E.E.) H.S.S. PER PLAN w/ *" END R'S, TYP. 3" " TOP R n 52 " H.S.S. END R H.S.S. POST H.S.S. POST w/ i END R C4' D -1.2 12" = 1' -0" t " TO R SECTION F -1.2 " 5z " 3" 51" H.S. 4 11 C& .S BOT TO . R TOP 30' -0" MAX. H.S.S. 4x4x FULL HT. w/ q l," TOP LEVELLING GROUT 1" = 1' -0" 20' -0" H.S.S. END R TO H.S.S. H.S.S. PER PLAN SHEATHING PER ARCH DOOR JAMB POST PER MFR. — ALT. BUILT UP POST PER SECTION B TOP R PER SECT. A H.S.S. PER PLAN 10 8' —6" 0 8' -6" X x X x SECTION C -1.2 SHEATHING PER ARCH 28' -0" PER ARCH 3 II H.S.S. BEYOND PER PLAN CONN. PER DOOR JAMB MFR. RECOMMEND TIONS ELSE MIN. 2- L1 "x1 "x3 " BENT R w/ 2— 0.148 "o LTI X —E NI TO H.S.S. & 2- #10 TO POST HEADER BEYOND PER SECT B 11 = 1 - 0 " H.S.S. ND R' P PLAN w/ ER S COLLAR R BELOW BLAH SECT. A SECTION E -1.2 12 SECTION G -1.2 111 = 1' -0" 12" = 1' -0" 16GA. TRACK TO H.S.S. M CONT. 16GA. TRACK T & B w/ 358 S 162 -54 CAD 16 "oc w/ 2— #10 EA. END TO TRACK BUILT UP BM. 2- 362 —S- 162 -54 w CONT. TRACK E.E. w/ 4- #0 ® 1' -0 "oc & 4" CD ENDS UNISTRUT P1000 P1000 KNEE BRACE w/ P2000 SERIES CONNECTORS TYP. H.S.S. FRAME BEAM LADDER TRUSS & SUPPORT PER MFGR. RECOMMENDATIONS SECTION H -1.2 F -1.2 H.S.S. 4x4x 0 — E -1.2 - x b -3 0_12 H.S.S. 4x4x C -1.2' 600S162 -33 STUDS 0 16 "oc w/ 2— #8 EA. END TO CONT. 20GA. TRACK s `A 20GA. CONT. TRACK w/ 0.145 "0 HILTI X —D VI FASTENERS C� 16 "oc (EMBED 4 ") SECTION F -1.2 SERVER ENCLOSURE FRAMING PLAN p • _ F ? • rLI Q 0110 0 O 1I p Z 1 1 Z 11 poQ- :2_o 'n= g DIETRICH "SLIP— TRACK" 20GA. LOTTED TRACK w/ #8 x 1 " WAFER HEAD FRAMING SCREWS © EA. STUD, EA. SIDE, TYP. x 0.145 "0 HILTI X —EDNI FASTENERS CO 16 "oc (STAGGER) REVIEWED CODE COMPLIANCE OCT 27 20 City of Tukwila BUILDING DIV!Sir'' RECEIVE SEP 2,8 2009 PERMIT CENTER J -1.2 40' -0" 20' -0 "� PERMIT SET Z 0 ict 1 1 V O eg O a . cc 0 v w N ISSUED / REVISED S1.2 0 N N E 0 Z 9 ® c — u) 1 Nei CU a U CI 3 0 0 0 LI- DATE 9/25/09 O 0 ti 0 v- CO O N O N a) CO ja N (0 w 03 N � LL N— u) 0 0) 0 a) 0 n rn 0 N 1— U w 0 a