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Home My WebLink AboutPermit D10-058 - INTERNAP NETWORK SERVICES - TENANT IMPROVEMENTINTERNAP NETWORK SERVICES 3355 S 120 PL D1O-058 Citygf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10 -058 Issue Date: 04/13/2010 Permit Expires On: 10/10/2010 Tenant: Name: INTERNAP NETWORK SERVICES Address: 3355 S 120 PL , TUKW LA WA Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: KATHY MCINVALE Address: 250 WILLIAMS ST STE M -100 , ATLANTA GA 30303 Phone: 404 302 -9753 Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Phone: 206 718 -0960 Contractor License No: BNBUII*990K3 Expiration Date: 09/12/2011 DESCRIPTION OF WORK: TENANT IMPROVEMENT BUILD -OUT OF SHELL SPACE ON 3RD FLOOR AND 1ST FLOOR OF EXLSTING BUILDING. FINAL USE WILL BE A DATA CENTER. WORK INCLUDES DEMOLITION, MINOR STRUCTURAL, ROOF PATCHING, INTERIOR IMPROVEMENTS, MECHANICAL, AND ELECTRICAL WORK. THIS PERMIT INCLUDES ONLY THE STRUCTURAL AND ARCHITECTURAL WORK. Value of Construction: 2,216,116.00 Fees Collected: $22,706.27 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IA Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10 -058 Printed: 04 -13 -2010 City ("Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10-058 Issue Date: 04/13/2010 Permit Expires On: 10/10/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N 7R—L Date: 14 ( D I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit doe construcri • . e • erform- ce of work. am authorized to sign and obtain this development • - rmit. ume to give authority to violate or cancel the provisions of any other state or local laws regulating Signature: V Print Name: l : Nw-J--JtovL, Date: 0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -058 Printed: 04 -13 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 1023049082 Address: Suite No: Tenant: 3355 S 120 PL TUKW INTERNAP NETWORK SERVICES Permit Number: Status: Applied Date: Issue Date: D10-058 ISSUED 03/01/2010 04/13/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: 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. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: 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. 9: 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. 10: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: 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. 13: 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. 14: 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. 15: 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. doc: Cond -10/06 D10 -058 Printed: 04 -13 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. 19: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 20: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 21: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 22: 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. 23: ** *FIRE DEPARTMENT CONDITIONS * ** 24: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 25: 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) 26: 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) 27: 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) 28: 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) 29: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these doc: Cond -10/06 D10 -058 Printed: 04 -13 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us required surveys. (NFPA 10, 4 -3, 4 -4) 30: 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) 31: 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) 32: 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) 33: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 34: 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) 35: 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) 36: 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) 37: 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. 38: 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) 39: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (ffC 901.4) 40: 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) 41: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) doc: Cond -10/06 010 -058 Printed: 04 -13 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 42: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 43: Maintain square foot coverage of detectors per manufacturers specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 44: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 45: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 46: 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) 47: 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) 48: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 49: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 50: Where connected to a fuel -oil piping system, the maximum amount of fuel oil storage allowed inside any building shall be 660 gallons. Where the amount of fuel oil stored inside a building exceeds 660 gallons, the storage area shall be in compliance with the International Building Code. (IFC 603.3.2) (NEW GENERATOR ROOM) 51: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 52: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 53: 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. 54: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 55: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 56: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 57: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 58: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond-10/06 D10 -058 Printed: 04 -13 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Date: 13 n ordinances governing or local laws regulating doc: Cond -10/06 D10 -058 Printed: 04 -13 -2010 • • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hiip.r www.ci.tuhti'ila.wa.us Building Permit No. ' V 'T 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.: 8810200800 Site Address: 3355 S 120th Place Tukwila, WA 98168 Suite Number: Floor: Tenant Name: Internap Network Services New Tenant: ❑ Yes ® ..No Property Owners Name: Sabey Corporation Mailing Address: 12201 Tukwila International Blvd 4th Floor Seattle WA 98168 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Kathy Mclnvale Mailing Address: 250 Williams St Suite M -100 E-Mail Address: kmcinvale @internap.com Day Telephone: (404) 302 -9753 Atlanta GA 30303 City State Zip Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: BNBuilders, Inc Mailing Address: 2601 4th Ave Suite 350 Seattle WA 98121 Contact Person: Jason Limp E -Mail Address: jason.limp @bnbuilders.com Contractor Registration Number: BNBUII *990K3 City State Day Telephone: (206) 719 -6009 Fax Number: (206) 382 -3440 Expiration Date: 09/12/2011 Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Callison, LLC Mailing Address: 1420 5th Ave, Suite 2400 Contact Person: Bob Winfrey Seattle WA 98101 E -Mail Address: bob.winfrey @callison.com City State Day Telephone: (206) 623 -4646 Fax Number: (206) 623 -4625 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Engineers Northwest, Inc. Mailing Address: 6869 Woodlawn Ave NE Seattle WA 98115 City State Contact Person: ROb9} Ck vies T4; c / l L.e- Day Telephone: (206) 525 -7560 E -Mail Address: Fax Number: (206) 522 -6698 H:\Applications \Forms - Applications On I.ine\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Zip Page 1 of 6 • • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 2,216,116 Existing Building Valuation: $ Scope of Work (please provide detailed information): Tenant improvement build -out of a shell space on the 3rd floor and 1st floor of an existing building. Final use will be a data center. Work includes limited demolition, minor structural, roof patching, interior improvements, mechanical and electrical work. Mechanical and Electrical will be submitted under a separate permit. Application includes only the structural and architectural work. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If `yes ", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers [Q Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes lit No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fonns- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 13,680 1A B & H3 2nd Floor 3`d Floor 17,928 1A B Floors thru Basement Accessory Structure* Attached Garage Detached Garage ' Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If `yes ", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers [Q Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes lit No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fonns- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh 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 be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW Signature: Print Name: R OR AUTHORIZED AGE GL Mailing Address: ctson Mp 2 601 A• SO Me 3Sto Date: 026 t 110 Day Telephone: 206- 6009 Sam City vA 711121 State Zip Date Application Accepted: j ��/�/.J� ( lo 1 Date Application Expires: M t ° Staff Initials: / / (GAIL H:\Applications \Forms - Applications On Line \2009 Applications \I -2009- Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 Parcel No.: Address: Suite No: Applicant: .q� City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 9O8 '4 Web site: http://www. ci. tukwi la. wa. us 1023049082 3355 S 120 PL TUKW INTERNAP NETWORK SERVICES RECEIPT Permit Number: Status: Applied Date: Issue Date: D 10 -058 ISSUED 03/01/2010 04/13/2010 Receipt No.: R10 -01276 Initials: WER User ID: 1655 Payment Amount: $756.00 Payment Date: 07/09/2010 01:50 PM Balance: $0.00 Payee: B N BUILDERS TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 51671 756.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 Total: $756.00 756.00 P RECEIVED doc: Receipt -06 Printed: 07 -09 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 1023049082 Permit Number: D10-058 Address: 3355 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 03/01/2010 Applicant: INTERNAP NETWORK SERVICES Issue Date: Receipt No.: R10 -00625 Initials: WER User ID: 1655 Payment Amount: $13,763.15 Payment Date: 04/13/2010 02:36 PM Balance: $0.00 Payee: B N BUILDERS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 50050 13,763.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 13,758.65 4.50 Total: $13,763.15 doc: Receiot -06 Printed: 04 -13 -2010 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: INTERNAP NETWORK SERVICES RECEIPT Permit Number: Status: Applied Date: Issue Date: D10-058 PENDING 03/01/2010 Receipt No.: Initials: User ID: R10 -00353 JEM 1165 Payment Amount: Payment Date: Balance: $8,943.12 03/01/2010 03:26 PM $13,763.15 Payee: BNBUILDERS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 49064 8,943.12 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $8,943.12 8,943.12 PAYMENT RFCEIVE doc: Receiot -06 Printed: 03 -01 -2010 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Ins Address: ,33 55 S /aa PL Date Called: Special Instructions: Date Wanted: 7-27- 10 a. Requester: Phone No: CRIApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,-De,c,, -,, i /r7 p hr Ye' /:A, Inspector Date: 7- 27 —/C) .00 REINSPECTIO FEE REQUIR D. Prior to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eeeipt No.: 'Date: as INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 aid -40-5"8 Project: ._,✓ti,PrNv,9 r) Type of �I nection: F /Ai 4 l Addres • 3.`8"s" 45- /2n/'- Date Called: Special Instructions: Date Wanted: 7- /4 - /0 p.m. Requester: Phone No: a7a6 - 4/ 5/ - oS ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r�� 4. `!) ?#nfri YA"1 &1( 7, /r9n/ (1y - #1�►,0 %1 /a.% - JAvs Quo Date: "-/e) EINSPECTION EINSPECTION FEE I$EQUIRE r to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecgilft No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. Ve-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: -1-A.fk-f #0 iy Type of Inspection: ,• g.,,tit- efil - LA 1 La i 1 Co Address: TtA 3 SS S. 170 pC_ Date Called: Special Instructions: Z.7 Date Wanted: a.m. Requester: Phone 0 o: 1 q i Approved per applicable codes. Corrections required prior to approval. COMMENTS: cM At-Tre.J e./1/\ Ins ector: Date.: — N b — ( J n $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: .,.... ate _”. C.r - ,,..gib- r.,.. _._ . e :_„ c‘o 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 D/O -056 Project: . 7/(40/4/.r Type of Injpection: ,- /A49 / Address: 335. 5 /ca j'_ Date Called: Special Instructions: Date Wanted: 7- /3 -/0 a.m. p.m. Requester: ) Phone No: Qb6 - /lc/ -v7f ❑ Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: / 5 i A - /o v 2 - ern..5',A° ` / L , - l71. J7 G ow dr.9 -1 t11�/ /is'-! ,/? 7. (.- .. ( -- /// n ) �-, r/ 1- ' / - rt/0010V 3 /1"), M)./A/it;4 / F, n/4 / - il4k" G.G 1 X Insp ' or: t, $60.1 7 Date: REINSPECTION FEE RE . IRED. rior to inspection, fee must be at 6300 Southcenter Blvd. uite 1 0. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy ilvith permit 40 1)/0 —a51° CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: 1 Type of Inspection: iT� /A%� /� ,,,v4 / Address: Date Called: .335.5 S . ,ZO?L.-- Special Instructions: •f' Date Wanted: '2 T / v ,.... 7- Cm" Requester: Phone No: 02 O6 - L/9/ -o9-76 DApproved per applicable codes. El Corrections required prior to approval. COMMENTS: T7 Pfr /= i?i4re1"K/ le, — Ard,of'daM n2 .2 6<- 6 - ft,op/M/ 6 i �X +4I 6V Rod f • _2-A457/4 - 4A4vid�t, .Satinizglia A/ ! !,%} 3, r/"7--/00, . g.,11 i /br..4r+c7 . DApproved per applicable codes. El Corrections required prior to approval. COMMENTS: T7 Pfr /= i?i4re1"K/ le, — Ard,of'daM n2 .2 6<- 6 - ft,op/M/ 6 i �X +4I 6V Rod f • _2-A457/4 - 4A4vid�t, .Satinizglia A/ ! !,%} 3, r/"7--/00, . g.,11 i /br..4r+c7 . Date: 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: .i._ ,..ate ,.itti. _Kgra.d, .-.1_ r INSPECTI +N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit ,1.x/4-4$49 PERMIT NO. Project: TAM-TA/4 i Type of Inspection: - C 4 i /L. Address: .335 s /.2v PL Date Called: Special Instructions: 0 5/,77 -0) Date Wanted: 441,7 Requester: Phone No: 42 06 — / -OC76 1/ Approved per applicable codes. Corrections required prior to approval. r- COMMENTS: /1 ./044 i ?,$,c 640",..• /.1/ dr* — /s /,70dt/ - /P %✓0s` spector, Date: 7- /2 - i0 00 REINSPECTION F REQU JED. Prior to inspection, fee must be Id at 6300 Southcenter lvd., Site 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit cAl (0, os-g CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: ,rti/A /' fic. Type of Inspection: , SOS - ce (fit 6 Address: -1 33SS S • 17 >l - Date Called: , Special Instructions: Date Wanted: 7 6 f .m. r r o p . m. Requester: Phone NoL ' j 1 ( 'Oq 7 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ktboAAr . "$4 3r A-1( c C/, ( .1\4_2 cr) .,(.. ` c/i i , a Date' f _f J $60.00 REINSPECTION FEE REO D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,zD &Po -om CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: `� Cc I ,U -v^, Type of Inspection: S.) S - (E 1 1 , A '7 Address: 'CI- ?SS S- (?o PL. Date Called: ,s,..t ca Pc ..1 tN 0 N. Special Instructions: Date Wanted: a.m. Requester: PMg.. Phone No: 2oL—Z( 51- 097 ElApproved per applicable codes. Corrections required prior to approval. f/ COMMENTS: ?, A , I ,s,..t ca Pc ..1 tN 0 N. E 1 t, i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 V o D /0- Case Project: A/74°"t/A' NET 4— Type of Inspection: p s',n /A/ 6 Address: .335$ S /20 PL Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: / c9OG• eiv4- 5'4'6,0 MApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ip A i Ocr?it A/o/ £ - I f ! © C nspect iy4.1 U Date: _ 2 /e) ri $60.0 INSPECTION FEE RE r UIRED.,I6rior to inspection, fee must be paid a 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Nii.: Date: .-1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project/-- Aft Type of Inspection: Address: Date Called: Special Instructions: /0 30 Date Wanted: 02 / D 'a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1904 -.2 w3 ef,yi4.. a •2 - 5h' i/7 l $60.00 REINSPE paid at 6300 Sou PION FEE REQUIRED. Prior to inspection, fee must be center Blvd., Suite 100. Call to schedule reinspection. Date: 4-z z "lU Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection:( Address: ?355 C. it -n /2x) TpL Date Called: Special Instructions: Date Wanted: a -2 1 ----krn„ - (0 p.m. Requester: Phone No (:) .- q ( --()617C0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A 0O as Date: ,b —21 J 60.00 REINSPECTION EE REQUI D. Prior to inspection, fee must be • aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V— - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q(0 -651/ (206)431 -3670 Project: _ Type of inspection: hJa.J,A‘ Date Called: -t1 AJ Address: 33E5 5. r2 Special Instructions: Date Wanted: c� -(� -(v a.m. Requester: 1 s'"" Phone No 9A)(0- 416 -54 Go ElApproved per applicable codes. ❑ Corrections required prior to approval. { COMMENTS: p A r �1 1 1 s'"" - - is-r? %t0- - ...,1 G, " (. ewe %F. % c,--N, - �.) v 0 AtA % NI"-, - i c -R- (c peD V- crOV NV .... k — ./ i-O c( ., kA-1 () -- l 4.-k t \ t r C- .F,.►— —4 -(-•- tv , spector: Date: — / $60 I ' EINSPECTION FEE RE IRED. Pri r to inspection, fee must be pail - 6300 Southcenter Blvd., Site 100. C.11 to schedule reinspection. Recei p, o.: `Date: VT- INSPECTION NO. INSPECTION RECORD Retain a copy with permit c9 _O O'058 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projecr re Type ofrspectionk Address: -I . 3� S 5. I Z,a pl.- Date Called: Special Instructions: Date Wanted: i / (.0'1-4'/O p.m. Requester: Phone / _ 1 1 / „n 7� lo 1 � (y( Approved per applicable codes. Corrections required prior to approval. COMMENTS: j 16‘. ` k `1v ec it ` o0tL\i■1` 1; S t J , 7�" (, e"-R._ Q V — A,f fc ki Inspector: Date: 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: L {. Q INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projerr l -J -U. A €P Type of Inspe e n Address: -r4^ 3SS 5. /Up-- Date Called: SpInstructions: ecia Date Wanted: C c -a.ni- -14-fa p.m. Requester: Phone No:/ ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p ps t:2) i 00 REINSPECTION F REQUIRED. P. for to inspection, fee must be at 6300 Southcenter B vd., Suite 10 ' Call to schedule reinspection. Receithf No.: Date: (7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,6/o -o58 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec /fP //�/.9r) Type of Inspection: / /e79n7 //1/G �fl li .Si► - (16-7i /C ®1' 4 Address: 3355 5 �� o ,�� Date Called: /.5-/- //r,- ? ,-Aimee l /4 v A'1 f4s/ lk2 // Special Instructions: Date Wanted: (,- -- //- / 0 a. c> m- Requester: Phone No: aoG- «y�7,5- 60 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: p /7 3ir %..0I /v-b r 4)i° do. 4 #/ :In%✓ It �fl li .Si► - (16-7i /C ®1' 4 Ai ,�ozA -- 7//')_.5 Y 10 . dL- 0.44 ., : // i ,,,a /, /,.. /4,,,,> ,v, w...d /.5-/- //r,- ? ,-Aimee l /4 v A'1 f4s/ lk2 // ./ Inspector: Date: -1 / -'v REINSPECTION FEE }EQUIRE Prior to inspection, fee must be at 6300 Southcenter Blvd , Suite 100. Call to schedule reinspection. D 'P e Ipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Do-0.5g CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. Iz (206)431 -3670 Project: ,m,1-1eI AM e Type of Inspection: wg wA/ i sf �,,, "I 1-/r -4.! P/ - 6a' i /F / e Address: -rt, 3355 5. t30--14.. Date Called: 0 )/A-C X',■‘ Special Instructions: ef) r74a' ,* j Date Wanted: � , C 1 ' (J -- .t, a.m: p.m. Requester: Phone No: 7,,0 6 -151 -- ©em, ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: wA/ i sf �,,, "I 1-/r -4.! P/ - 6a' i /F / e 15) / Sr /-7no, -5-L.,,-/,'A d40/21e.-7 0 )/A-C X',■‘ —2-- Ca../6 -- Ah c /h A jetcrri ef) r74a' ,* j ,+9 ( 1 /.1444-4 / "7' Date: G -5- / UIRE v 0 REINSPECTION EE REQD. Prior to inspection, fee must be as at 6300 Southcente Blvd., Suite 100. Call to schedulereinspection. Rece pt No.: 'Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0 10 - ose PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)432-3670 Project: j,Ce.d#4 J0V 4.9 /1-- /6 I' ;70.1,/ Type of Inspection: w 5 T, - A�,, Address: —rt+ 3 355 .S / 2 pL Date Called: Special Instructions: Date Wanted: / a.m. Requester: Phone o: ( --4q( - Q gry, LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: H j,Ce.d#4 J0V 4.9 /1-- /6 I' ;70.1,/ lvPoV .∎i4 -li sp ea l.4 / / — /4- 10,0■•14t C/ /'' !/J„7r: / / /`.s "t Z-4' j r /., _ _G4./-4 r— +,04/1 /d Date 0 REINSPECTION FEE REQ RE Prior to inspection, fee must be aid at 6300 Southcenter Blvd., 5 ite 00. Call to schedule reinspection. Receipt No.: Date: c540 INSPECTION RECORD { ,ose Retain a copy with permit INSPECTIOI NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: -A`r r A4, Type of Inspection: C LAJL (.9 t r I o LNL. o LI PC .i....A r• d-,r- Q0 a+ 1(c co-.? to t AZ J e 1 1 ocs./ A Sin r, c 4 Address: n. Date Called: I<Tfti/ J d'*1 Special Instructions: Date Wanted: ' 7 --/ O �,, p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS:r A, (.9 t r I o LNL. o LI PC .i....A r• d-,r- Q0 a+ 1(c co-.? to t AZ J e 1 1 ocs./ A Sin r, c 4 AO O o✓ 2.C2-.3 - FR l R A.•....,► to I<Tfti/ J d'*1 1 I spec Date: 0.00 REINSPECTIbN FEE RE UIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit LO- 058 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �'- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: __T--t.1 -ke v- t3 P>> Type of Inspection: r R A.M t rJ C„ 6- s.InicFt L, - s =7 -i ) .tm,■ -App., Address: 335°5 cs Iac::. PL Date Called: 1 °''i- C. \ o&/ C- A^ t 3 .-- Special Instructions: Date Wanted: e∎ — —1' i p a.m. p'50 Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. 'j COMMENTS: �/� %/c-( ; 00 J • � f1 C; 6- s.InicFt L, - s =7 -i ) .tm,■ -App., 2- - S l 1 A'{ Cl - v, - t 1 .4''^' �J4, -- . A1. 3 1 °''i- C. \ o&/ C- A^ t 3 .-- t K Z .R - k .p ,ia J e ' . d Im s;ct r 0 0 l i f. ,i- tom!P1--,.cC:v■JC 1..; c . 4, ■ ...r..._ nspec Date: 6/.00 REINSPECTION FEE'gEQUIRED. rior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 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 0 -o58 Project ...4-r 'r Al A P Type of Inspection: F ifs in.) 6 ...r Ai 6 - A,n/Ai,,/; ,.- ✓s,sr/ Address: '3-S S t2vr'!i Date Called: -=u- 3 - c3 / tow-v -- - 4A) five da Special Instructions: Date Wanted: 6— 3 — i U a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: "j. -Sea; e /, it) ...r Ai 6 - A,n/Ai,,/; ,.- ✓s,sr/ .57ds ,/*":2) 2/Ps , -=u- 3 - c3 / tow-v -- - 4A) five da %14M' /N G - Ag/fill /,,� spect la es...j 00 REINSPECTION FEE R a UIR ` ' . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Date: .— 3 — / Receipt No.: Date: It it INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: y— i` - , � Ai A pf a v 4--f Type of I pection: Address: 3x5 5. :3` r2U n Date Called: Special Instructions: 1 Date Wanted: a.m. 6 -2 -(° ., Requester: Phone No: 7,10(o -4''I -d5'% ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: i` - , � Ai A pf a v 4--f .+ KO 7 1 S 3 S w 1, P_ik r 1 0 .._..'-t-0 jr G-D-e (./3 c)nP 3' :- { -- APe 1--bk A. owAs A P p Jk`7 l ,Seems,. 1 ---- A.s /% P c_,,� ► J A J . r:e oyr ' A '.1) i 6 J c_' 31--- ?v 6, S J -ef f-a •1- A'10i pet. (A--P 1 _n S p c c 9 ') 0>\ .A I\ f -,'t -P IVIN � . s _;C.,, Inspect Date: . 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: • 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 Proje Alitto A ofs- Type of I ection: Address: 5 F / � j2 iz fL.-- Date Called: Special Instructions: V /'J c 1,1.4u e c_.0),..7 J7L e''A - Date Wanted 2 v a.m. Requester: Phone No: 7A1 to- f 5 I — oqrk, Approved per applicable codes. Corrections required prior to approval. COMMENTS: / ! ri' „ix_ A ofs- cot< nAe. A.e fe-ovL uPS : / s4 :1-7-A G P.e r g 60 A-1. .- 1 c,- D 4 /'J c 1,1.4u e c_.0),..7 J7L e''A - 51Pes (3 \ r,. s- / t..k. / - \ MPS e 4 f 1 /\ S i P..,/i r• 17 Q r-r A ( .' A all,, i k , i►, Q. *f/ I; •, 5-4( .‘ -- - 6 'I I gf L At ire/5 <>c' f...).t Ct a r' /U -'A. ? 'i e u 0 •'i /1 OCT— • ^1, Date: - 2 at' -1 J • ❑ $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: INSPECTION NO. INSPECTION RECORD Retain a copy with permit D/0 -c5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 12- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project. p Type of I spection: , Address: -r, Date Called: 3.35 5 s. , 20 - PL. • Special Instructions: Date Wanted: 11 Special Pr4�•- 2'? —/c:7 p.m c rr•` `�� r S Requester: imeA Phone 20 6 -45( -- 05 7 4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 3 r • . /rl e /u '? /,A( 1- ?( itjJ� ai J C fl /J/ t -z) U/'-/ 5a d ,4 • • %� to L.:71--/ , ,..e L-, r C' r. -1 r (../,JP r - 0,i i 1 1�-- ,)( i'l)1� fl, i 1 C A..f f' e 0 1 / ., . ..P , J,_,% 0 Pa /Lei -- SA 417 dk. / o Z.. -0 r1 Afr.0I L�d, -T ,v r l C r . i7 � ,-, 7 7 ( 5 T 1'7 ).1 /L/0 - I, 3 ` 4� : /,• a' T /-P4 A-1 /�P1∎ ,..7c-77---, Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 3 r • . /rl e /u '? /,A( 1- ?( itjJ� ai J C fl /J/ t -z) U/'-/ 5a d ,4 • • %� to L.:71--/ , ,..e L-, r C' r. -1 r (../,JP r - 0,i i 1 1�-- ,)( i'l)1� fl, i 1 C A..f f' e 0 1 / ., . ..P , J,_,% 0 Pa /Lei -- SA 417 dk. / o Z.. -0 r1 Afr.0I L�d, -T ,v r l C r . i7 � ,-, 7 7 ( 5 T 1'7 ).1 /L/0 - I, 3 ` 4� : /,• a' T /-P4 A-1 /�P1∎ ,..7c-77---, Inspect 6t4.1.4 Date: S- �-id $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: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (2' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Q(0 -asy Project: / Type of I spection: W et A-4. • "7 Address: . ass S r 243 -,C_-- Date Called: Special Instructions: `� 0-4 O („ 04 - D I `° �`' Date Wanted: /�a.mm . 57.--ZS-----/ a p.m. Requester: Phone No: /�L/w _ O9 rit / � W - ('T 1 r/ ElApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: c$2.(r'Q7R!o7 /ri' /eXt°C-- i ? /bet i4✓1 _+p4✓'e .i �r - �� 41,1 „06 r 1441 / / -- 7 = ? 41 74 r d� - /7 -/ O lCr�iAilti r, 4),i€ ,I !' 4S v o.)'' 'w A ✓ :c...9 Ceenl,'r 4- -A V atAii /3 f .0,„"1-,..4,4,- L.vr, 9 Inspe Date 60.00 REINSPECTION F = REQUIRE ' . Prior to inspection, fee must be paid at 6300 Southcenter = lvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ,J-A ef A.4 p Type of Inspection: i Lo___ Address: 3 ass T� Date Called: Special Instructions�� -- "/ Date Wanted: d'-'-a--- t a m S"' 24- is p.m. Requester: Phone 7 (0 _4 -4q/ - --O%r7 4 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: / / _7-64/4 /lira/ G !4 - '4// 5- / LrA✓f -- "/ ),_544 fiC /R, - - e L. L L-44-//5 -' —, 419,4 ,7„/, ;-#3 / SA•9- —' 7) %* (1 z,,:i s a ,',^+,.., C., — + /4/V#357 Rec _ipt 4244,-47 / Date: J,-, J- z 7 �,/ -/(,j REINSPECTION FEE R UIRED. Pfior to inspection, fee must be 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. o.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit t'a -r»'gr PERMIT NO. Proje k" (9; ce--.‘ iN,, ex/4 i /-7%0 5 L Ne -e.2/.4. (Zito � Type of I pection. Add�es3:6 S ("IL- Date Called: - Special Instructions: Date Wanted: a.m- Requester: Phone No: 2d6 -YV --s5' e.) ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: (9; ce--.‘ iN,, ex/4 i /-7%0 5 L Ne -e.2/.4. (Zito � j P-1 -ti i 5- 7- k -f L r,/ - i•r✓, Inspe e Date. 0 REINSPECTION F REG IRED. Prior to inspecti9 . fee must be p d at 6300 Southcenter : vd.. Suite 100. Call the schedule reinspection. ipt No.: Date: :. . .atej i4.ia+a�sa.s a-4.%_w.• ._a ;61.4": f INSPECTION NO. INSPECTION RECORD Retain a copy with permit 4( 3(0 -OS ' PERMIT NO CITY OF TUKWILA BUILDING DIVISION �- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspectiw a ( L tom N �_ Add s:.. s‘ ' ,� ,1MI. A f Date Called: Special Instructions: Date Wanted: m. 5-- (q `!0 p.m. Requester: Phone No: 7� Co — 4 (p .....5-4(0d Approved per applicable codes. Corrections required prior to approval. COMMENTS: P " -..z; 11 -f a 5- t.'„/- Zere Inspecto 414447 ; Date: --- 5 -if —,t II a•6 1.00 REINSPECTI0N IRED. Prior to inspection, fee must be ..id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Dto -osg PERMIT NO. (206)431 -3670 Project: A I i-- AI Ay) Type o nspection: ek /mil. i A !a Ada S S S t 7 ` p� Date Called: Special Instructions: Date Wanted: /.,a.m. 5 (q' (0 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pr 4,444P/ S-- L .,ve At f --- 4pi, dnspe r: Date: 61.00 REINSPECTIO FEE REQV RED. Prior to inspection, fee must be p• d at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. R =c -ipt No.: 'Date: INSPECTION RECORD Retain a copy with permit /INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Oro - ds cY Project: < — lt`TJA41) Alt - -molt Type of Inspection: Jf'Hr . M. A6 Address: -21. 41 3 3.V SS S . I 2-6 L Date Called: Special Instructions: Date Wanted:.., I .' �V . Ca.m� P.m. Requester: Phone �No: ACS r -oq /fj Approved per applicable codes. El Corrections required prior to approval. CO COMMENTS: , �. e- L eve r;~ l /710 'S - L/A/E - >=� "v� - � oietti 9— L'AJe .t3 -E ocp# 9 J- 24 4 ove. 9PP6‘011 Date` ?—/o 60.00 REINSPECTION FEE REQ1RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 610 -0q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: I, el A 611 Type of inspection: I (i itit , /l & Address: 7�'' 3 35 -5 S- / Z o pa__ Date Called: . -- Special Instructions: Y ..- a.m. Date Wanted: _ 'JO p.m. S / r Requester: Phone N y (_ 4 q J- Cfi7, ❑ Approved per applicable codes. ElCorrections required prior to approval. 7 p . COMMENTS: j A t A �(d JAI( J 0.1 i2-7u C ,i/SS 1 -‘)/ u'1%7.f 0 `-r'"Z) : A t '- o _5 p P K-- - <.3 '• r , 'l 11-.SQ th 1 A f prAJCA . .-------„. 1 1 In pector: Date: —,( ( $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: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: -71/1,-AJ., l' Type of Inspection: Pe4,07 ,.,i6. y, / ?•�, (1 ,,'4 c Address: 335•S s /2 a PL Date Called: 5:doer,.; /._.. 4/.. D..olctvs G4,4B / 4447d elicyy Special Instructions: S/"" "" p / —1/1,5).1•7/r1 % ✓11.79 - ' Date Wanted: % - / a. Grp„ P.m. Requester: Phone No: oG - 4/i/6 s'vG O ❑ Approved per applicable codes. © Corrections required prior to approval. COMMENTS: e 4. & t C.c/p'..q / WI' 4 ,/ //9 ci".s crN,.J y, / ?•�, (1 ,,'4 c 6 k 2--0 4)0-../a c i sc 4 s ,= p *140n -/', A/ 6440v--1,7-4.,,t",, S 'S 4O PS" Pil o eJyvn?. "'AC. 5:doer,.; /._.. 4/.. D..olctvs G4,4B / 4447d elicyy ry.19.4r Date: V, $.0.00 REINSPECTION E Rgay ED. Prior to inspection, fee must be aid at 6300 Southcente• Blvd.,.Sbite 100. Call to schedule reinspection. Receipt No.: Date: VW. "ifC �+'"".T�'43.��.C:y+Iii[ iiY..�2`+�'JSf r.:' A�{:!'.!+ ?ia! k4,. zS6: C1'' 02-- .0iW4.4'= r�.W:4!�..�4�"C'"�W�1. rte. spa • . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit r1 _ • 6 -F -.mil S 3 PERMIT NUMBERS CITY OF TUKWIL -A. FIRE. DE- PARTMENT' 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: ` . ., *. vi ,A 1..s.1- -41 w r f i 3i g Type of Inspection: F. icovo f gee Pi ` A. 1 Address: Suite #: s` S. !3o P� 'ir Sc� /e.,o ;Gii I Contact Person: 041'1/ / . ih -v,i -d c► Special Instructions: - Phone No.: ao'- yq1- o f2.4,, `Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: yp r -4c..4,40%. .. FA- F J ` 1 At O I < ! pr x 4 6 41v6. 0 1 4 . 4 e L.+, e /' �, i f .f kri. h p.. 'ir Sc� /e.,o ;Gii I il, c h"..6, I 2, e a w Im.. 441,,,..,...; Hood & Duct: - l F 4.4...1 V k — 11/ Ay 04?- it!I 4146. ! e ' v(.0 twit ... Pre -Fire: Permits: Occupancy Type: 8 ,. Needs Shift Inspection: r - Sprinklers: yp r -4c..4,40%. • Fire Alarm: il, c h"..6, I 2, e a w Im.. 441,,,..,...; Hood & Duct: J 4. Monitor: - 6-+..4 -,�, '-�- - Pre -Fire: Permits: Occupancy Type: 8 ,. Inspector: , , f . Date: 7 - / j - /0 • Hrs.: 4/ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • INSPECTION NUMBER • INSPECTION RECORD Retain a.co,Py with. ,permit 0-5 - O PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT. 444 Andover Park East, Tukwila, Wa. 98188 • . 206- 575 -4407 Project: , ,,, , ,,,,A t 7,49 Type of Inspection: A U s. Address: -2, 5 S 5 . /2 o Suite #: Me PL Contact Person: _ A 4 ‘V‘ieii Special Instructions: Hood & Duct: _ Phone No.: %o4` Z 7 l- 2/ 3- LAApproved per applicable codes. Corrections required prior to approval. COMMENTS: (Wee_ L$ i.+Ao I jrow• ¶'1ior i1,, 5p c�' +S /may- jvv< -, p L 41..,, %. 4// , fie u, a2 k • i Needs Shift Inspection: r! L Sprinklers: S/ Fire Alarm: _ Hood & Duct: _ Monitor: FP , • Pre -Fire: _ x Permits: Occupancy Type: Inspector: r! L A S/ Date: -4- iii L/ /, Hrs.: 2 1) n $80.00 CTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. gall to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 - - project: Fire Alarm: \ Type of Inspection: ,...-,4 x . "1.0(.... Address: 3 55.. Suite #: 11 b s /7,51-- Ft_ Contact Person: i /s-,v, ri,,, , Special Instructions: - Av /it' t- led..„ 0 4r— Phone No.: -- A 1,-tc-ff• 6 I e 5- OLe... Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: \ Hood & Duct: Monitor: cift 5E V ,;I , 4 - loov- Occupancy Type: cil E (7/ ?v.) „4:-7oor - Av /it' t- led..„ 0 4r— -- A 1,-tc-ff• 6 I e 5- OLe... _ Ck — gib 0 _ .4-- 0, el, — ./2---oL ok 04 fricP - e94._ - e dr c)vt ,C4 - P -de 2; . ( c ) - Z2 > . 5- , 2 . e ; c 7 , 2 3. 3- , 7 3 . 3 k4 \ "-e' : ' At /c C' C i ( it. 46 v, atet 5,,„,;..h,f, ', r . , - 4' I" c,“4. 4, r r (4 to, ,-,.. 4 ! :-. ..,;c ,1 . (..-- ,, " 4 ..._, . s ,`,, ( 1 5 -3 " Aje e cS a v c) ,...., Needs Shift Inspection: Sprinklers: Fire Alarm: \ Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: Inspector: Date: ? Hrs.: /0 $80.00 REIN PECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.Kil.13 Word/Inspection Record Form.Doc 1/13/06 t. INSPECTION NUMBER . . CITY OF TUKVVILA ,FIRE DEPARTMENT INSPEON RECORD Retina copy with permit 610— 05% PERMIT NUMBERS 444 Andover Park East Tukwila; Wa. 98188 . 206 -575 -4407 • Project: , w 1«1NS P • Sprinklers: - 'Type of Inspection: . • FA -r''N, l.- Pr -Q.0c 1.; erv, Address: 5 5 Suite #: R m C .17. O "4-- Contact Person: RA., Al – II-- . d� Ck,, i . Special Instructions: Phone No.: ., 130.4 1'''I' Flooe -'ar se ape wore k. Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: Sprinklers: - Fire Alarm: ia- 1,n4(2.+ n W evC i Monitor: ----i c , 3 -20 D o dOis., Permits: ., 130.4 1'''I' Flooe -'ar se ape wore k. • -- 105 14;4 ric of - , ! ,. cu 4� ... MLP 4t5�n 14 f. - /c:f 6&. G ° . _ -- .. - . . y...,,�.,�5 _ ....tic ii::... pt. Q, • ...�r - '4l ir. - a tictm.vk •...: ' • t...„, , A. c.,/ f . -- 4(. S LA ,,. CQ-C._ c)L 4- Q .t, .c(Dor Q.& .6 W VYe667 44 , ,f/l 46016 r k caere c i _;..� ` ' - f JX'r d epi : ,.r,' .. .- _ eeJ A- diver/ a/7 4v Se .. �2eNte_ .TA0A .Af0@Xj `�a w� • /a / t 4 A c ( if r I to G 4 1%Y loo lc Abe C, I,I FA C Aked _14 X et hePSS l -C A ( - ; -/ y Aked At$ .; 1 # y A, aP2 aill -o'L Needs Shift Inspection: Sprinklers: - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • -- Inspector: ;0 r n $80.00 R N ; ECTION FEE REQUIRED. You will receive an invoice from the City of.Tukwila Finance Department. Call to schedule a reinspection. Date:: -7- Hrs.: 0 Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TU'KWILA FIRE• DEPARTMENT 444 Andover Park East, Tukwila, Wa. 9818 206- 575 - 4407, Project:,, 4ek 'r Li Type of Inspection Hood & Duct: Address: -4115-5 Suite #: / 1 5I2c" 6) L Contact Person 4 5d ►� _ to Special Instructions: Phone No.: _z7 / -2 G1_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: (vv. Fig :'1 3 -11 1 FA5E 3 '3-20 4 oG C\ 4 4Q ays / /,7/D • Sig Need s Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:. ., v s.` 'Date: iz. tj Hrs.: - 1..0 _ $80.00 REINSPE ON FEE REQUIRED. You will receive an invoice from City of Tukwila Finance epartment. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 d ^r000'^xG,_ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit X10-_. 050 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 5754407 Project: y Type of Inspection: Z _4 L,t- A ►c --q.st-- 'v.± -e r vt m p Address: Suite #: -3355_$^. ' Z;o,PC Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (,— 01 3 0 - - z.A k t' A. c \J qk, 1 kko 4 r PS Cpl 3 o 1 b_ 140 Q t 'N0 -4, \ -V , 4 o ?SZE 6'130 co 443 - 931 0130 `+l-? Needs Shift Inspection: ." I Sprinklers: `,� Are Alarm : Hood & Duct: • Monitor: Pre -Fire: Permits: Occupancy Type: ...' I-ins r.' `,� . Date: ---1k–k\ 1 D . Hrs.: - n $80.00 REINSPECTION FEE REQUIRED. 'You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule, a reinspection :, Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER IIV S'P EC'TI ON � �RECO RD Retain a copy with permit 5`9 °/O • 1675 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: ,A A0 ^ Iy Type of Inspection:: C/ r. �4 Fidlef dlovvvl !vr ti Ted. Address: 33c5 Suite #: G .120t,,,, fit. liv Contact Person: �C'CF '4 i t,u pS ISA Su Special Instructions: . 1 Phone No.: loto • .182.-- 3g Y3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: S - ri' hj 4*~4. i q c Ca 7/ / , i' esial � ynAtI et.) a-v 4 le w 1.,,... I g,V a ` I A CA ',An 1 t L e t (1e v..- O 7 -' VLF. it.) 0k, R—✓ 42, 7.,e k5 Dt 0 VIA.- /, " 3/7 - 4u; e f i ,./ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector : LA ,F 4 Date: G i 7r 1, D Hrs.: 7 S r n $80.00 REINSPE ON FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 3 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER • • .r - iO S- O 74. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; Tukwila, Wa, 98188 206= 575 -4407 Project: 1'44e,4,5, 44T4 C441 fet. Type of Inspection: Address: 3 sr( :s Suite #: )1O ) z 0 pc . Contact Person: pc 4c., Special Instructions: Occupancy Type: Phone No.: 2rApproved per applicable codes. I I Corrections required prior to approval. COMMENTS: e 41.1 C or ry oie. 41 ?Wiwi Needs Shift Inspection: _- _ Sprinklers: Fire Alarm: Hood & Duct: Monitor: .. Pre -Fire: Permits: Occupancy Type: Inspector: y 4 y- 5 I Date: 6,/ ""ifr Hrs•: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he 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 skts.W•:ca•Aaw Y, .k4 zs.'lb- '-...%A Z,A0 -^�c�.?.+3a�G5 irs«, xA2.; ,!l.yay.::w:_ -e;r pie u+"7�s :c y:�r,..:3�. -.;�a a: .<E*Fa =.w;.':�t''sv:23+ • -t ,`aswr "7" rt:r?`�r`.�,a a€ca+ei .'x •FK�.ron,.,rl. INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 206= 575 -4407 INSPECTION RECORD Retain a copy with permit /0- 5 - -. rib PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 Project: sa.ep7 /4.5'"?; Sprinklers: Type of Inspection: Address: 1 S Sr" Suite #: / I P $ J • ©/VA Contact Person: Spedal Instructions: Monitor: Phone No.: Iproved per applicable codes. Corrections required prior to approval. COMMENTS: Aydao le6T kse4. 1-11 . 54A44. 2 ko ��.St- - - 1 5re gr 9: ith 7 F,y of /r' re) "ys Zi' 4' i �r- -"c• .• Needs Shift Inspection /4.5'"?; Sprinklers: .,, Hrs.: Fire Alarm:. /``. Hood & Duct: Monitor: ;, ' • Pre-Fire: .1 Permits: `.' Occupancy Type: °' Inspector: /4.5'"?; • Date: 4/51/ V Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from pity of Tukwila Finance Department. CaII t� schedule a reinspection. Word/Inspection Record Form.Doc 4/13/06 T.F.D. Form F.P. 113 :yw • •e- INSPECTION NUMBER. 'a;.vr+�; ,..,.'^�'•Hw +' �+ teagyro- !z;;,*a:+v:.�.au+x�tmz:�;:r.s? �r-�as was.'x.:. sh �.r,y:�.....�rr:; • INSPECTION REClORD Retain a copy with peanut • .3 -� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; Tukwila-_Wa. 98188 • - 206 -575 -4407 Project: ,u d*,d..A.1) Pti 0-44., 't; Type of Inspection: le 4 t 1 5 of.e "j- Address: 3 3 rr Suite #: 160 s . r 2,1, PL. Contact Person: „c 5z pt./. ° /s.c � Occupancy Type: Special Instructions: . - Phone No.: /g. 30- 211 -2J 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 241 Aid— 4/ I OL.... . . . Hood & Duct: Monitor: \ to Permits: Occupancy Type: • wF.Arr IA" 01/4,-10. So p ; I OcX l 4'''' '1,:f '<3 we4 IA, G,-" co ps; iy y ` .. f r- N - ear e+ Q 5'G( p s; ? % L% S y - Q el...e"eit t ►fie /w A .V U4.� Needs Shift Inspection: Sprinklers: _ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect©f s, .6,A c y I Date: r' /. 4 ho Hrs.: t, 0 • e3 Word /;inspection Record Form.Doc % $80.00 REINSPEC7ION FEE REQUIRED.. ;You will receive an invoice from • t City of Tukwila Finance Department. CaII to schedule a reinspection 1/13/06 . T:F:LY?Form F.P. 113 Ate; ,. INSPECTION NUMBER aai'N%s 6.4* —,W1..*,t ,AvLneM. spa.. .„1 ,001.10- :±.«' :, *yes +,.� eti�.*t': „S,;y. m'seitr:�.: �r.++nr„w.a aa; ',,n�tffii;ao,,.,., INSPECTION- RECORD Retain a copy with permit pro. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: itvit d 1: P ' ` ' C r`='.'` Type of�Irtsp ion: • d )' Address: 13.5- Suite #: 110 5 4044-- P 1 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: -e-JJ S4414.-110 ti Needs Shift Inspection: Sprinklers: Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: , Occupancy Type: Inspector: .., . ,, s- a. • • Date:... ,,% /id . Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an. invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • MAYES TESTING ENGINEERS, INC. July 12, 2010 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attention: Building Official RECEIVED JUL 14 2010 COMMUNITY DEVELOPMENT Re: Internap Data Center Phase III & IV 3355 South 120th Place Tukwila, WA Project No. L10137 Gentlemen, Final Letter Permit No. D10 -058 Seattleafice 20225 Cedar Vag ey Road US 110 Lynrmccd, WA 99036 ph425.7429360 fax 425.745.1737 Tacoma 011ce 10029S. Taoane Way Stite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Ptrea►dOre 7911 NE 33rd Drive Std 190 Patna OR 97211 ph 503.281.7515 fax 503281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Reinforced Concrete • Proprietary Anchors • Structural Steel Fabrication • Structural Steel Erection • Fireproofing • Raised Access Floor Overturning Moment Testing To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Branch Manager STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. July 12, 2010 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 RE: Internap Data Center T.I. Phase III & IV 3355 South 120th Place., Tukwila, WA Completion of Structural Observation & Special Inspection Permit No. D10 -058 Gentlemen: The visual observation of the structural system at significant stages and at completion of the structural system for this lnternap Tenant Improvement to Sabey Data Center have been completed. All structural observation site visits have been performed and all Special Inspection Reports reviewed. To the best of our knowledge, all observed deficiencies during the construction of the project were corrected and conform to the city approved plans and specifications. ENGINEERS NORTHWEST, INC., P.S. Allen Tucker, P.E. Principal AT: ENW Project No. 99136040 We get buildings built. • e 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com Yancey Power Systems June 1, 2010 Rubicon Professional Services 3350 Riverwood Parkway Suite 1900 Atlanta, GA 30339 Reference: Internap Sabey Phase 3 Project Name: Internap Sabey Phase 3 Site Address: 3355 S. 120th Place Tukwila, WA Yancey Project #: 10 -0171 Mr. Jeff Scanlan C8T DiO- Os-CJ This is to certify that the supplied EM Products model JCS18- 200393 silencers (mufflers), the DME Inc. 8 "x8 "x18" wye flexible exhaust assemblies, and the DME Inc. nut, bolt, and gasket kits are correctly sized for use with the Caterpillar 2250 kW generator sets. The silencers, wye flexible assemblies, and gaskets are constructed of the proper material for this application and designed to withstand the full load rated exhaust temperature of 916 degrees F. Sincerely, QYL, Alvin Minor Yancey Power Systems Project Manager 259 Lee Industrial Blvd., Austell, GA 30168 • TEL: (770) 941 -2424 • FAX: (770) 941 -2411 RUBIC'4Nw PROFESSIONAL SERVICES 10— os5 REQUEST FOR INFORMATION RFI # 155 . s,: �� -:4 � �- ��:: :r. .�a�^��:;�•<n�.�$ .Pro ect - : 1 •��:`: =car �-�� l �' M»:« �� :��r'w:`?.��,�.�.::��:a°: �:: Internap Tom}} % .s rF �._ ; Jeff Scanlan — Rubicon 6114 a ,,,,:-.:::41: Less Times, o ..s° 5S J �t�'-k'„r� r. ,,.o. "a .- Nick Reikow — BNBuilders Subject :. M ^ X 3rd Floor Offices Specification / Draw,ing / Detail,Refer`ence e ''' A -102 Date:lssued "� r X 7/2/10 ;Date Response is {Required s`i'x r . . 7/7/10 "G..b.`.P 1 E UESTED °INFORMATI : 1 A� Aq^ ! .yy ,•.Q-. . `.� ^;•Y . + A . i.- R T , ^wi"" .'.,: t., !:A 5a. i l n �.� . ? '4"4:! x l"t f $ilw Impact on Schedul ng a.,!x'• ,p ,tfirr : .. ..�.t,a .. k in . ,?u Add tional Time4 'k .4'a.` o�S''.'�+." i- al ,,,,:-.:::41: Less Times, o ..s° 5S J �t�'-k'„r� r. ,,.o. "a .- - x'1No Changeda `, -l^i r,F,d'•'R,"N: vo-.. w's.$:�... X 4n[�'S",'.S•wo y ; ^:'k;. i , j ` . " ; ; . . ; , = : r ` j +`k»� rt Impact on Cdst?,' f^L -if, ..,%F ,+`^E. y..,;,: ; 44 G :tSY'+"`" .b• ` �'....Y,.- •'',e"_.°': ±w..u- _, x Additionalaxi. zii t.,....�': ^•':. J., oX, ?! '.,g:�� ?:� • e p • " • . �,.'., Deductive .44.,:tV4';.?I''" X X..i,..Y�,. No Change {wig...7::• e . E ri'a .....:: Please confirm that any and all work associated with the offices shown on sheet A -102 will not be completed under our current construction permits. Confirmed Bob Winfrey 06- July -10 3350 Riverwood Parkway, Suite 1900 Atlanta, GA 30339 • Tel (678) 627 — 8198 • Fax (404) 521 -4173 www.rubiconps.com y S TESTING ENGINEERS, INC. Project No. L10137 Project Internap Data Center Phases III & IV Address 3355 South 120th Place, Tukwila, WA Permit No. D10 -058 Bldg Dept. City of Tukwila Owner Internap Engineer Engineers NW Architect Callison Contractor BN Builders Record No. 040 Date 7/7/10 Weather (indoors) Inspection Proprietary anchors Sample(s) N/A Seattle Office 20225 CedarVaBey Road Smote 110 Lymrnroocd, WA 98036 ph 425.7429360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 01 253.584.3720 fax 253.584.3707 Po'UandOlhce 7911 NE 33d Drive Suite 190 Pat ind, OR 97211 ph 503281.7515 fax 503281.7579 Performed torque testing of RedHead Trubolt wedge anchors 1/2" x 5 -1/2 ", utilized for 1st floor seismic bracing for overhead conduit. All tests resulted in 55 ft-Ibs minimum or greater torque requirement per manufacturer's instructions. Assisted Mayes Testing Engineers' Special Projects team with overturn moment testing of raised access floor pedestals in Phase IV. Torque wrench #717 was used for testing. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Keith Dohrman Reviewed by: Timothy G. Beckerle, P.E. Branch Manager Page 1 of 1 MAYES TESTING ENGINEERS, INC. ,,; lattlXISMOMMAMIMMUNAIMONOW . + Project No. L10137 Project Internap Data Center Phases III & IV Address 3355 South 120th Place, Tukwila, WA Permit No. D10 -058 Bldg Dept. City of Tukwila Owner Internap Engineer Engineers NW Architect Callison Contractor BN Builders Record No. 035 Date 6/28/10 Weather (indoors) Inspection Seismic resistance (raised access floor) Sample(s) N/A Seattle Office 20225 CedarVaCey Road Suite 110 Lynrxhood, WA 98036 ph 425.7429360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281.7515 fax 503281.7579 Inspected the installation of raised access floor installed on 6/25/10 and 6/26/10 in Room 333 and bridge beams in electrical closet (Room 334). Verified that pedestals installed in Room 333 were plumb, with base plates adhered flush with the concrete surface with Seal Bond 95 adhesive oozing from all four sides of pedestal base plates. Verified (Room 334) that bridge beam spans being installed did not exceed 73" maximum distance from cent of pedestal to pedestal, per detail provided in "Structural Calculations" packet from R &M Engineering Consultants stamped and dated 6/25/10. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Keith Dohrman Reviewed by: Timothy G. Beckerle, P.E. Branch Manager Page 1 of 1 MAYES TESTING ENGINEERS, INC. IBISSIEEMEEMEME=311111116, at' Project No. L10137 Project Internap Data Center Phases III & IV Address 3355 South 120th Place, Tukwila, WA Permit No. D10- 0584% Bldg Dept. City of Tu{{ ila Owner Internap Engineer Engineers NW Architect Callison Contractor BN Builders Record No. 011 Date 5/13/10 Weather Clear Inspection Visual Sample(s) N/A Inspected weldments installed in the following locations: Swale Office 20225 Cedar Valey Road &i11e 110 Lyr nvocd,WA98036 ph 425.7429380 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281 7515 fax 503281.7579 • Beam installed for roof framing level A.2/1 -2 in stairwell, as per details and RFI No. 011. • Supports for condensers on roof at D.5/2.5, D.5/4.2, D.5/5.8, C.2/2.8, C.2/4.2 and C.2/1.2. Welding was performed by WABO certified welder and conformed to AWS D1.1 visual acceptance criteria and contract documents. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Carl Reynolds Reviewed by: Timothy G. Beckerle, P.E. Branch Manager Page 1 of 1 MAYES TESTING ENGINEERS, INC. Project No. Project Address Permit No. Bldg Dept. Owner Engineer Architect Contractor Record No. Date Weather Inspection Structural steel Sample(s) -- L10137 Internap Data Center Phases III & IV 3355 South 120th Place, Tukwila, WA D10-058 City of Tukwila Internap Engineers NW Callison BN Builders 002 4/29/10 Seattle Office 20225 Cedar Valley Road Side 110 Lynnwood, WA98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Awfland Office 7911 NE 33rd Drone Stile 190 Pattand, OR 97211 ph 503281.7515 fax 533281.7579 Visual and ultrasonic testing was performed on welding of structural steel installed below the roof in grid areas A- E/1 -6. Ultrasonic testing found welds on splices of installed beams acceptable to AWS D1:1 at the following locations: A.5/3.5, A.5/4.5, C.5/3.5, C.5/4.5, B.5/3.5, B.5/4.5, D.5/3.5 and D.5/4.5. Visual inspection found welding of beam to clip welds acceptable along A.5/1 -6. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Mike Virgilio Reviewed By: Timothy G. Beckerle, P.E. Branch Manager Page 1 of 1 MAYES TESTING ENGINEERS, INC Iteur . 20225 Cedar Valley Road, Suite 110 Ph 425.742.9360 Lynnwood, WA 98036 Fax 425.745.1737 10029 S. Tacoma Way, Suite E -2 Ph 253.584.3720 Tacoma, WA 98499 Fax 253.584.3707 7911 NE 33rd Drive, Suite 190 Ph 503.281.7515 Portland, OR 97211 Fax 503.281.7579 Specification: AWS D1.1 UT Equipment: Model: USN 58L Serial No.: 01WR68 Page 1 of 1 Ultrasonic Examination Report Project No.: L10137 Date: 4/29/10 Project: Internap Data Center Phases III & IV Weld Process: ❑ SMAW ® FCAW ❑ GMAW ❑ SAW Transducer: Method: Calibration Block: Freq.: 2.25 MHz ❑ Long ® Shear ® IIW ❑ DSC Size: 3/4 x 3/4 ❑ Other ❑ Other k� ,x }- t , ' 4' K riL. ! .( .. $ a t 81• ' ocation='° t!t YJ dit^t{ :I ' rt r Weld J: Indication Number ' ° '7` a)' Q ' i :Ill C . 3 <[�3.1:S co Reference; ••• ;,,LeveF �( .1. r Paud h k t, : t Discontmw 4M } r t Length ,�° } i a Tr; : F 'Depth <�r ' •t} ).Y,yj _ 4 �. Distance 2X ' . 4. n - 4 hi "Q i ': ', -:'jy5 ,.0: Cf Q "ir'1"'"f "a te c - t r11 S S j 7 t�J d F• r �vy� n a r rx`i ,Y S I a tC �, 9jS�f', 4 � k} ,, - •t t ,°'' . i° e y F £ ,.'r 'SJ • r � � 4y . . emarks . .s+ 10.; F.757 - c s A.5/3.5 TF 60 X BF 60 X A.5/4.5 TF 60 X BF 60 X B.5/3.5 TF 60 X BF 60 X B.5/4.5 TF 60 X BF 60 X C.5/3.5 TF 60 X BF 60 X C.5/4.5 TF 60 X BF 60 X D.5/3.5 TF 60 X BF 60 X D.5/3.5 TF 60 X BF 60 X Inspector: Mike Virgilio Level: II MTE 1521 -2C, Rev 0, 7/2/07 f Os F, E .'Y S pever 4 jIr 1L,u a /o "Qoirit 0.514 (A/3 0 IO i/d 13a-, Or l4. 414e It PnovtoE Foy/ aL 6 y�4 OGsOUP wa s- z - -0100-.1. eJa/O e4.rtttf S I s 6 7 A 1 0 Na �1 & 4- J "¢ -2.13 77 - Td EX J F w . F. QuLLr- OlvPosT. t $ 2G eittST. Vank WAY (2) 12oOs16Z -9 - (2.of 4,1 9�LA.1G6') � / 12, u M.A<( b4. G/dc6 Ai/ 10 d" -64 Cb2. ��--- S►M ?sof 1-47-SM tG w/ 47 /0 EA, G/ ---- -- c c1- o f fto2i ,�/,� Ao 961M eirk ®ar"3 $ d() S 61- - 5+(f/) t5mF1. ,16 ) x //4,4 T . ■/ . /v e F3- S ?6otd2 77214ci ro ted1402 (2) L -- ,80c�S- /102 --5-4( e 2-0 "t 60//6 fr Q 77LelcK rock. 3 6T. W/Zoie 10eq S7L9 •EAbf2 :mast!. ®— - 1 %Fc) I 440 4) 12 ;u 7 < 04_ WO of y /efoie !.,,/ ¢— O,'c - .95 Hriyr $- ED�/,j FA4j7litl6UU ( &3 &Y 3/1.4 Roi/9c�)O,' /,u)F/L t_piL y* SDC -S oHAsE_TY I DWN: L: ENG'D: PROFESSIONAL SERVICES REQUEST FOR INFORMATION RFI # 094 . PAro Fct,,1 °- °: ,' ,r `i,' . �' 14�'u t =7 f: , Internap ,07, Jeff Scanlan ,, ' '-, ' ',m ' * � :; Rubicon NicktRelkew ` t' ;li,1 .,, +r'I,.;i :lftlie 1, BNBuilders Subject ,. is 'i'. timl' ,,a∎', u x Giti ;,' .1'.1.' i. InfilI framing at roll -up door 'll� .W�9;vrgtW "c tRhYb "l�¢:7tl3 'A ^4�5„ 9hu�.y'b"P4:Wnt4�( �4 peci.frettio�n, / D�rawing / ©e aeifRefer�ence a A -500; A -501 tiff to Issued ; �� " ' ' t �, 'rYti X511 Y1 ' ' c. 4/26/2010 ,, ©atelResp'onse ifig ufircl'J °,is ' � 4r ';, a,'" 5/3/2010 Please provide details for the infill framing required where the roll -up door on the 3rd floor is to be removed. RESPONSE' See attached detail "RPS RFI - 94 Third floor door in -fill" 4/27/10 Daniel Lake 3350 Riverwood Parkway, Suite 1900 Atlanta, GA 30339 • Tel (678) 627 — 8198 • Fax (404) 521 -4173 • www.rubiconps.com i)/o — as8 ARMOUR UNSDERFER ENGINEERING, INC, PS 13456 SE 27th PI., Suite. 200 Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 STRUCTURAL CALCULATIONS FOR: Internet Data Center Ceiling 3355 S 120th PI, Tukwila, WA 98168 Client: Western Partitions 14407 32nd Street E, Suite 100 Sumner, WA 98390 By Bill Armour SE, SECB AUE No. 10268 Date 5/25/2010 IBC Seismic See Seismic Output Ss= 1.501 S1= 0.518 Site Class = le = R= 1.50 3.5 v Occupancy Category IV Design Category D hn = Ct = 60 FEET 0.02 Essential or Hazardous Fadlities Fa = 1.00 Fv = 1.50 Sms = 1.501 Conterminous 48 States Sml = 0.777 2006 International Building Code Zip Code = 98168 Sds= 1.001 Spectral Response Accelerations Ss and S1 Sd1= 0.518 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05000000074505806 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.501 1.0 0.518 Period Maximum Sa (sec) (g) 0.2 1.530 1.0 0.528 Period Minimum Sa (sec) (g) 0.2 1.425 1.0 0.488 (Ss) (S1) (Ss) (S1) (Ss) (S1) See procedure ASCE 13.3 Non Structural Systems Distribution Systems - Electrical Conduit, Bus Ducts, Rigidly Mounted Cable Trays, and Plumbing Ap = Rp = Ip = Supported from Roof 1 z= 51 ft 2.5 h = 60 ft 1.5 Fp = 0.4aPSdSWP (1 +2z/h) (Eq. 13.3 -1) Rp/Ip Fp max = 1.6Sds1pWp (Eq. 13.3 -2) Fp min = 0.3SdsIpWp (Eq. 13.3 -3) Fp= 0.65 *Wp Fp max = 2.40 * Wp Fp min = 0.45 * Wp Fp = 0.648 *Wp Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -094 Project: Internet Data Center Ceiling Address: 3355 S 120th PI, Tukwila, WA 98168 Client: Western Partitions Pg. No: Seis 1 Date: 5/25/10 Job No.: 10268 r Strut Framing: 11 ft max Hung Below Roof Grids A -E and 1 -7 1 1 Typ Drop Spacing = 4 ft Required Load Capacity: Spacing: 5.33 ft min spacing 9.5 ft max spacing 4 ft typ Note: Toads are based on an L/180 criteria for deflection 0 For Minimum Spans: Minimum Span: 5.33 ft Superstrut A -1202 For Maximum Spans: Maximum Span: 9.5 ft Superstrut A -1202 Base Capacity for 5.33 ft: 1855 lbs Base Capacity for 9.5 ft: 1034 lbs Point Load Reduction: 0.67 Point Load Reduction: 1 "KO" Sect Reduction 0.95 "KO" Sect Reduction 0.95 Lat Brace Reduction 0.97 Lateral Brace Reduction 0.81 Total Load Capacity: 1145.286 Ibs Total Load Capacity: 795.663 Ibs Maximum Uniform Load = 53.71887 Maximum Uniform Load = 20.9385 Max Grav + Seis Load = 986.9586 OK Max Grav + Seis Load = 986.9586 Not Good For Max interior Spans: For Maximum Spans: Max Interior Span: 8 ft Maximum Span: 9.5 ft Superstrut A -1202 Superstrut E -1202 Base Capacity for 8 ft: 1215 lbs Base Capacity for 9.5 ft: 2078 lbs Point Load Reduction: 1 Point Load Reduction: 1 "KO" Sect Reduction 0.95 "KO" Sect Reduction 0.95 Lat Brace Reduction 0.85 Lateral Brace Reduction 0.7 Total Load Capacity: 981.1125 Ibs Total Load Capacity: 1381.87 Ibs Maximum Uniform Load = 30.65977 Maximum Uniform Load = 36.365 Max Grav + Seis Load = 986.9586 OK Max Grav + Seis Load = 986.9586 Use an assumed allowable seismic dead load of = 10 psf OK Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -094 Project: Internet Data Center Ceiling Pg. No: USR1 Address: 3355 S 120th PI, Tukwila, WA 98168 Date: 5/25/10 Client: Western Partitions Job No.: 10268 Lateral Bracing of Aux Framing Spacing of Diag Braces = ULT Seismic Coefficient = ASD Seismic Coefficient = Seismic DL = 12 ft o/c each way 0.65 0.46 10psf Total ASD Seismic Load /Brace = 667 Ibs Brace Angle is Brace Length = Max Horiz ASD Seis Load = Max Vertical ASD Seis Load = Axial Load in Brace ASD = 1 horizontal 1 vertical 15.56 ft 667 Ibs DL only in Rod = 160 667 Ibs Total Vert Load in Rod = 826.9586 943 Ibs For Diagonal Brace: Maximum Span: Maximum Axial Load: 15.56 ft 943 Ibs 1/8" dia 1x7 Aircraft Cable Tensile Capacity ASD: 2100 Ibs Connection Req's thimble and two wire rope clamps ensile Load Capacity: For Diagonal Brace: Maximum Span: Maximum Axial Load: 2100 lbs OK For Reinforced Threaded Rod Compression at Brace: Maximum Span: 11.00 ft Maximum Axial Load: 667 lbs 1/2" dia Rod with Unistrut P1000T: Clip Spacing: Allow Comp Stress: Rod Diameter: 12 inches o/c max 8025 psi 0.375 Inch Axial Rod Stress: 6,039 lbs OK 15.56 ft 943 Ibs Superstrut A -1202 Axial Capacity ASD: 2100 Ibs Connection Req's thimble and two wire rope clamps ensile Load Capacity: 2100 Ibs OK 3/8" dia A36 Threaded Rods: Ult Max Tension = 1,158 Ibs AT = 0.110 in2 Fu = 58 ksi S2T = 2.00 Rn /f1= 3,190 lb OK Threaded Rod Anchor to Channel Nut in Strut Tension Cap= 2000 Ibs OK For Connection at Brace: Using the typical Rod 3/8" dia A36 Rod: Max Shear Capacity = 1100 Ibs OK 0.157" dia Hilti X -U, to steel with min 68 mil clip Allow Shear = 579 Allow Tension = 458 Quantity Req'd = 2.608156 Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -094 Project: Address: Client: Internet Data Center Ceiling 3355 S 120th PI, Tukwila, WA 98168 Western Partitions Pg. No: USR2 Date: 5/25/10 Job No.: 10268 8'-0' MAX SPAN BETWEEN BENS SEE CASE B FOR BAT ADJACENT TO GRID 'A' (E) METAL ROOF DECK 64 MAX SPAN BETWEEN BELAYS SEE CASE B FOR BAY ADJACENT TO 6510 'A' 2' 1116 PROVIDE 14 WOLF IN CENTER OF BENT PATE LEG FOR TUMBLE SUPERSTRUT AB-1o0 QUJNEL NUT, TIP LOATE STRUT SPLICE AS REWIRED AT CL OF BEAM �BBIT PL LE PE 3' WIDE WI114 (4) 111111 0.571 X-U P04540050612' 0.C. IN A SOIARE PATTERN. U2' MAX AB-I00 GUNNEL NUT AND STD NUT WITH OoERSIZED WASHER. TYP AT SBRIC PODS CE1uN6 STRUCTURE SEISMIC ROD AT 0-0' FROM NALL5 AND AT 12' O.C. EA NAT. TURNBUOLES ARE NOT ALLOYED AT SEISMIC PODS. SECTION E -E 5/5.0 A35 ROD P 48' O.C., TYP —-° 1PE NO STEEPER THAN 1:1 SU'BSTRIIT E542 SEISMIC 511FFBN132 NUT P 1Y 0.C. 3/84 COITWUOUS 03G THREADED ROD TO ROOF STRUCTURE SUPERSTRUT A1203 FULL NT OF ROD SECTION D -D TNRFADED ROD RBNFORCBYBRT 4' MAX CEILING STRUCTURE BY 0114ER5. TOTAL DEAD AND LIVE LOADS 10 PSF OR LESS CEILING GRID 5TEfSECf101 WIRE ROPE 11I213LE AND (2) WIRE ROPE CIJPS AT EA B!D OF CABLES, TYP CON ECTICW OF CABLE (USING THIMBLES) TO CARING STRUCTURE PER CEILING MANUFACTURER c185E-A TTPICAL CHU% SUPPORT BAT CEILING SUPPORT STRUCTURE GRIDS 'A' TO 'En AND Y' TOT SCALE: 3/4'=1' -0' ARMOUR UNSDERFER ENGINEERING, INC., P.S. \ 134% SE 27TH PL., 5TE 200, BELLEVUE, WA 99005 \ 425 614 -0949 B CASE AT FIRST BAT AD IAMFNT TO GRIDUNE 'A' SEE CASE A FOR INFOR MA110N NOT 514041 5-0' MAX SPAN BETWEEN BEAMS NO SPLICE ALLOWED IN T145 AREA E0511NG 055 LAP STRUTS AS 54044 AND BOLT TOGETHER WITH (2) 1/24 MB "OM BOTH STRUTS. PROVIDE SUPERSTRUT AB-204 PLATES ON TOP AND BOTTOM. CASE C CASE WHERE 1155 HORIZONTAL BRACE INTERFERES 141114 STRUT. 555 CASE A FOR INFORMATION NOT 5142404 NO 5PLKE ALINED IN TH15 AREA PROJECT: INTERNET DATA CENTER CEILING ENG: BILL ARMOUR PG SK -01 ADDRESS: 3355 5 120 PLACE, TUKWILLA, WA 98I68 VER: CLIENT: WESTERN PARTITIONS DATE: 055 -21 -10 JOB N0: 10265 Performance Data GEN PERCENT W!F LOAD EKW 2,250 2,025 1,800 1,687.5 1,575 1,350 1,125 900 675 562.5 450 225 REJ TO JW BTU /MN 100 48,396.3 90 44,699.7 80 41,173.8 FILE COPY Engine Heat Rejection Data EXH REJ TO REJ TO RCOV FROM FROM WORK ATMOS EXHAUST TO 350E OIL CLR AFT CLR ENERGY BTUIMN BTUIMN BTU/MN BTU /MN BTU /MN BTUIMN LHV ENERGY BTU /MN 9,440.4 128,241.6 70,234.3 16,890.4 33,837.6 139,331.2 337,238 8,587.3 113,455.4 59,884.0 15,127.4 28,776.2 126,023.7 7,961.8 100,489.1 51,751.6 13,478.2 23,999.1 112 75 39,410.8 7,734.3 70 37,647.9 7,563.7 60 34,178.8 7,222.5 50 30,709.7 6,881.3 40 27,183.8 6,540.0 30 23,373.5 6,198 25 21,383.1 5;971.3 20 19 8.9 5,743.9 14,445.0 5,061.4 GEN W/F EKW 2,250 2,025 1,800 1,687.5 1,575 1,350 1,125 900 675 562.5 450 225 PERCENT OVERALL LOAD SOUND DB(A) 100 118 90 117 80 116 75 115 70 115 60 113 50 112 40 111 30 109 25 108 20 107 10 105 REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 a 2010 City of Tukwila BUILDING DIvlcinni 94,688.4 48,396.3 12,682.0 21,72 89,456.3 45,666.5 11,942. •,449.5 79,106.0 40,263.9 s , • 64.1 15,013.7 68,926.3 .0 8,985.4 10,862.2 59, 29,799.8 7,563.7 7,222.5 9,021.8 24,624.7 6,142.0 4,094.6 43,903.6 22,008.6 5,402.6 2,729.8 38,671.5 19,222.0 4,663.3 1,535.5 27,013.2 11,828.9 3,127.8 -170.6 EXHAUST Sound Data: 4.92 FEET OBCF 63HZ DB 108 107 106 105 105 104 102 101 99 99 98 95 Page 3 of 11 HHV ENERGY BTU /M ,247.0 3. ,:65.3 321,599.2 .8 268,880.8 286,453.6 06,232.9 253,241.6 269,790.7 99,636.0 238,171.1 253,696.5 86,499.1 208,371.2 222,020.0 73,362.1 179,083.2 190, 741.6 60, 566.4 150,705.2 160,543.7 47,486.4 122,156.5 130,118.3 40,889.4 107,825.3 114,877.2 34,178.8 93,323.5 99,408.5 20,643.8 62,955.0 67,049.6 OBCF OBCF OBCF OBCF OBCF OBCF 125HZ 250HZ 500HZ 1000HZ 2000HZ 4000HZ DB DB DB DB DB. DB 123 119 111 109 111 110 122 118 110 108 110 109 121 117 109 107 109 108 120 116 108 107 108 108 120 116 108 106 107 107 118 114 106 105 106 106 117 113 105 104 105 105 116 112 104 102 104 103 114 110 102 101 102 102 113 109 101 100 101 101 112 108 100 99 100 100 110 106 98 97 98 98 CORRE�TICDP9 LTR# p O- 058 OBCF 8000HZ DB 109 107 106 106 105 104 103 101 100 99 98 96 RECEIVED APR 05 2010 PERMIT CENTER Performance Data GEN WIF PERCENT OVERALL EKW LOAD SOUND DB(A) 2,250 100 104 2,025 90 103 1,800 80 102 1,687.5 75 102 1,575 70 101 1,350 60 100 1,125 50 99 900 40 97 675 30 96 562.5 25 95 450 20 94 225 10 92 GEN WIF PERCENT OVERALL EKW LOAD SOUND DB(A) 2,250 100 98 2,025 90 97 1,800 80 96 1,687.5 75 95 1,575 70 95 1,350 60 93 1,125 50 92 900 40 91 675 30 89 562.5 25 88 450 20 87 225 10 85 Page 4 of 11 EXHAUST Sound Data: 22.97 FEET OBCF OBCF OBCF OBCF OBCF OBCF OBCF OBCF 63HZ DB 125HZ 250HZ 500HZ 1000HZ 2000HZ 4000HZ 8000HZ DB DB DB DB DB DB DB 96 112 107 98 96 97 97 94 95 111 106 97 95 96 96 93 94 110 105 96 94 95 95 92 93 110 104 95 94 94 94 92 93 109 103 95 93 94 94 91 91 108 102 94 92 93 93 90 90 107 101 92 91 91 91 89 89 105 100 91 89 90 90 87 87 104 98 89 88 88 88 86 86 103 97 89 87 88 87 85 85 102 96 88 86 87 87 84 83 100 94 85 84 84 84 82 EXHAUST Sound Data: 49.21 FEET OBCF OBCF OBCF OBCF; OBCF OBCF OBCF OBCF 63HZ DB 125HZ 250HZ 500HZ 1000HZ 2000HZ 4000HZ 8000HZ DB DB DB DB DB DB DB 89 106 100 91 90 91 90 88 88 105 99 90 89 89 89 87 87 104 98 89 88 88 88 86 87 103 97 89 87 88 88 85 86 103 97 88 87 87 87 84 85 101 96 87 85 86 86 83 84 100 94 86 84 85 85 82 82 99 93 84 83 83 83 81 81 97 91 83 81 82 82 79 80 96 91 82 80 81 81 78 79 95 90 81 79 80 80 77 77 93 87 79 77 78 78 75 RECEIVE APR 0 5 2010 PERMIT CENTER Performance Data GEN W/F PERCENT OVERALL EKW LOAD SOUND DB(A) 2,250 100 122 2,025 90 122 1,800 80 122 1,687.5 75 122 1,575 70 122 1,350 60 122 1,125 50 122 900 40 122 675 30 122 562.5 25 122 450 20 122 225 10 122 Page 5 of 11 MECHANICAL Sound Data: 3.28 FEET OBCF OBCF OBCF OBCF OBCF OBCF OBCF OBCF 63HZ DB 125HZ 250HZ 5D0HZ 1000HZ 2000HZ 4000HZ 8000HZ DB DB DB DB DB DB DB 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 125 135 125 116 107 103 101 104 MECHANICAL Sound Data: 22.97 FEET OBCF OBCF OBCF OBCF OBCF OBCF OBCF OBCJ 63HZ DB 125HZ 250HZ 500HZ 1000HZ 2000HZ 4000HZ 8000HZ DB DB DB DB DB DB DB 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 111 120 111 102 94 90 89 92 GEN W/F PERCENT OVERALL EKW LOAD SOUND. DB(A) 2,250 100 107 2,025 90 107 1,800 80 107 1,687.5 75 107 1,575 70 107 1,350 60 107 1,125 50 107 900 40 107 675 30 107 562.5 25 107 450 20 107 225 10 107 RECEIVED APR 05 2010 PERMIT CENTER Performance Data f ECHANICAL Sound Data: 49.21 FEET OBCF OBCF OBCF OBCF OBCF OBCF OBCF OBCF OB 6OB F 125HZ 250HZ 500HZ 1000HZ 2000HZ 4000HZ 8000HZ DB DB DB DB DB DB DB 104 114 104 95 88 85 83 87 104 114 _104 95 88 85 83 87 104 114 104 95 88 85 83 87 104 114 104 95 88 85 83 87 104 114 104 95 88 85 83 87 104 114 104 95 88 85 83 87 104 114 104 95 88 85 83 87 104 114 104 95 88 85 83 87 104 114 104 95 88 85 83 87 104 114 104 95 88 85 83 87 104 114 104 95 88 85 83 87 104 114 104 95 88 85 83 87 GEN WIF PERCENT OVERALL EKW LOAD SOUND DB(A) 2,250 100 101 2,025 90 101 1,800 80 101 1,687.5 75 101 1,575 70 101 1,350 60 101 1,125 50 101 900 40 101 675 30 101 562.5 25 101 450 20 101 225 10 101 Page 6 of 11 RECEIVE ANK 05 2010 PERMIT CENTER Standard Construction Features Alumtnizedsteel standard for silencers up to 26 `inch body diameter Silencers target Ulan 28 inch body diameter standard carbon stet A11 _weldedsteet construction Can be mounted ve�ealty orhoriiontaIly :High temperature (1000° F) satin�blackfirnsh- Drainporty �4Y NPT mletand discharge connections on sizes r L 2 inch to 3.5 inch 125 /15it•#ANSI drilled piate-fianges `on inlet and discharge of silencers 4inch and iarger Multi chamber design Heavy -duty critical grade series silencer designed for heavy duty stationary, marine systems and mobile power units. JC series silencers provide a high degree of silencing where the ambient noise level is very low and a high quality silencer is required. e Attenuation 25 34 d optional Construct%n. Features and:ACcessod oless steel construction special inlet and outlet connections special i ^let and outset locations lertical mounting-le`gs • onzontal mount►ng,saddles vlounting, ands lorrrzontal and vertical shell legs special acous,ticat designs nspecrfon opeomgs it 1eak tests ri iplete tine of engine exhaust AID Q5, 2 PERMIT CENTER .... .. . • • e:.hitet/Endit) :Niip_iuiii: -0--,----, ,--CQ -.:-Acr-. . _ , , 9.,- 16diiilobi- :-..:.p...- ''-''' JCE25100072 25- 8 42 -.38 2 5 e 39 8811 65 448- ' JCE-3 100074 35 10 55 72 .JCEO4-100Q75 & 1056 .JCS i6---iii6iiii'-' - 72 0076 5 12 68 81 JCS0420038,5-T= 4:2;.-'...'-,105157: f- 85; 8100b8. 'F---42--'' 18 ..:.:'..'52-',.''. 29 .JCE-10-1Q0079 10 - .22 108 370 E12-100080 -12 26 -12G 5Q JCE141001 1430132743 JCE16-1C0O82 -16 36- 160 1050 1650.!.....1,,,..- 41):.-6iii.:: f0OO84 20 48 26 -so e:.hitet/Endit) :Niip_iuiii: -0--,----, ,--CQ -.:-Acr-. . _ , , 9.,- 16diiilobi- :-..:.p...- ''-''' 39:75,-,5.57. 645.) 4',;..,.. 7,-,-t --.:-.,. :!..65,26:7cioitii-a: 2 5 e 39 8811 65 448- ' iii if 44 CP.'.-.0P?09#*g- ',.,;•.4.:i,;::',.:-.1.:ii:7g--- 4065i, ?Tz'zi .JCS i6---iii6iiii'-' - , 5 3 -10 -- 53 0,, 8 92 72 -- JCS0420038,5-T= 4:2;.-'...'-,105157: f- 85; 428'-', 'F---42--'' :-.:icai05=200386r ..:.:'..'52-',.''. 12":;_.= 65'.'6 i.C.iiii--ec.i 4e§Ciefolhif:.- :,,,,,.. .,..._; y41: t-'.'•:,i-i-", .i.-,_:,-;:,...- :':-•:' 65 62 .,-, ..1. -.. 1 : ii•--., 1---?,- ii i6 y3: ,.... C.T.;f644 ..... _ .. _.,_, .. . , , 4cs194.,0Q88 ..C-:-.19,-g., .• .: .. . 1650.!.....1,,,..- 41):.-6iii.:: iic...1.Afg9P?§1.4-:.--: 7.:#.-:- 14.ii E.'..'`.:0.-.:14:-.: 506 ., 4C8,1006441:::: 04:: 10:,. 1kb :16,;.: ..,2.*.-0-1-../.0:',.- 4CP41,042,g9Q3Rg.`,...?1,,, .:t&t,-.0 •:-:-.2iA ....:.1..-_, __:,:: 1115 4.44: '-'4865cf igiii i.-:-,-_: L. ,,,,,..., ,..L..„.,.„,. -jp$18200393,'± ..."42''' ;itglZ(Pid ' - -10"• 1/4, 4.8- , .1§0'-' 27 .e ei: 2650 egrimm 831N33 1111183d AIO Silencer Schedule Job Name: Internap Data Center Engineer: Date: 2/24/2010 Contractor: Job# QP00003511 Customer: Bellevue Mechanical Revision: Units: Imperial Bank Information Duct System Information Dynamic Insertion Loss(dB) / Generated Noise S2 12'X12' 3 RH60 /6E 144 Forward 850 122400 0.08 22 gauge galvanized casing, 22 gauge galvanized perforated liner, glass fiber acoustic media, 1" Slip connection SA1 36.X5' 1 2 I RH60 /5F 1 216 I 60 1- I 60 1 - 5 10 19 28 69 56 48 48 0.06 9 26 31 - I Reverse I 550 I 49500 1 0.06 22 gauge galvanized casing, 22 gauge galvanized perforated liner, glass fiber acoustic media, 1" Slip connection SA1 18'X171 2 1 RH60 /5F 1 216 1 102 1 - I 60 1 - 6 12 23 33 66 54 50 51 0.06 15 26 - I Reverse 1 550 I 84150 1 0.06 22 gauge galvanized casing, 22 gauge galvanized perforated liner, glass fiber acoustic media, 1" Slip connection 6 12 23 33 68 56 52 54 26 20 15 11 41 42 13 !AC 12 41 13 IAC 12 43 30 33 54 30 33 57 45 17 24 49 17 24 52 42 15 17 45 17 48 - Perfomance data is derived from test values obtained in accordance with ASTM E477 -06a. - The installed silencer may have increased pressure drop resulting from system effect caused by duct elements located upstream or downstream of the silencer. - Dynamic insertion losses are limited to 55 dB due to flanking. Please contact your local Price representative if insertion loss values greater than 55 dB are required. - All material used in the construction of Price silencers meets or exceeds a flame spread classification of 25 and a smoke development rating of 50 when tested in accordance with ASTM E84, UL723 and NFPA255. rn 0 2 0 3 CD z Cn 0 co C) c co 0 0 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. • We get ings FILE COPY Permit No., Internap Phase III & IV (SABEY DATA CENTER T.I.) 3355 S. 120TH PLACE TUKWILA, WA STRUCTURAL CALCULATIONS FEBRUARY 2010 ENW JOB NO. 99136040 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION CITY OFTUK�LA MQK (J 1 2010 PERMIT CENt 0 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.enwseattle.com 0 SD&5 ITERNAP TI AS III IN EX Lateral 1 -Latl 24 -Lat Office Ceiling 1 -Ceil 32 -Ceil Wall Design 1 -W -W • • • ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # PROJECT I 4-6Y1441 Ti 14 SUBJECT Roof I,o a ets sT . L. 2d S t30n o /Nsut,i o Zan4 o U 2, z 2-1-g a NIL 1-DeetA ,, o lk1L c 44 4 ,O5t p F DATE SHEET OF BY Qrrof4F Avo) 2340' P,* An) Cov,4-ofuoti- Cwvb (Pastel- 'RdiA, No ►- 1 La ak e X31 per' C 1)( l Nr fit,) 611' fi UhAe ksoc)tsy3/54 ri(P. rpf 40L- 14-65ksy3(16 ?est- Tyr. (,7e PoU,Dwer4 4 11-f-prS ■ Company : Engineers Northwest Designer : Jose Parada Job Number : Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (inA2) 144 Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes 0 Hot Rolled Steel Properties Label 1)o-ek Reel N E rksi G rksi Nu Therm ( \1 E5 F) Densitvfk/ft ^3 Yieldlksi 1 A36 29000 11154 .3 .65 .49 36 2 A572Grade50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 42 29000 11154 .3 .65 .49 42 5 A500 46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Design List Type Material Design Rul... A 1in21 Ivy 1in41 Izz 1in41 J lin4 1 Post TU5x5x6 Channel Column A500 46 Typical 6.58 22.8 22.8 38.2 2 Rail TU5x5x6 Tube Beam A500 46 Typical 6.58 22.8 22.8 38.2 Member Primary Data Label I Joint J Joint K Joint Rotate(d... Section /Shape Desion List T Material Desion Rules 1 M1 N1 N8 Post Channel Column A500 46 Typical 2 M2 N2 N9 Post Channel Column A500 46 Typical Typical 3 M3 N3 N10 Post Channel Column A500 46 4 M4 N4 N11 Post Channel Column A500 46 Typical Typical 5 M5 N5 N12 Post Channel Column A500 46 6 M6 N6 N13 Post Channel Column A500 46 Typical Typical 7 M7 N7 N14 Post Channel Column A500 46 8 M8 N8 N9 Rail Tube Beam A500 46 Typical Typical 9 M9 N9 N10 Rail Tube Beam A500 46 10 M10 N10 N11 Rail Tube Beam A500 46 Typical Typical 11 M11 N11 N12 Rail Tube Beam A500 46 12 M12 N12 N13 Rail Tube Beam A500 46 Typical Typical 13 M13 N13 N14 Rail Tube Beam A500 46 RISA -3D Version 5.0d [c: \RISA \untitled.r3d] Page 1 Company : Engineers Northwest Designer : Jose Parada Job Number : Checked By: Load Combinations Description 1 DL Yes 1 .982 1 1 0 0 0 2 2 .971 0 0 0 0 0 3 2 SNOW Yes .96 0 2 1 0 0 4 4 .949 0 0 0 0 0 5 3 HVAC Yes 0 0 3 1 0 6 4 M2 1 2.742 0 0 0 ' 0 0 7 4 Total Yes 0 0 1 1 2 1 3 1 2.72 0 0 0 0 0 9 4 Member Section Forces LC Member Label v Shearrkl 1 4 M1 1 .982 0 0 0 0 0 2 2 .971 0 0 0 0 0 3 3 .96 0 0 0 0 0 4 4 .949 0 0 0 0 0 5 5 .937 0 0 0 0 0 6 4 M2 1 2.742 0 0 0 ' 0 0 7 2 2.731 0 0 0 0 0 8 3 2.72 0 0 0 0 0 9 4 2.709 0 0 0 0 0 10 5 2.698 0 0 0 0 0 11 4 M3 1 2.321 0 0 0 0 0 12 2 2.31 0 0 0 0 0 13 3 2.299 0 0 0 0 0 14 4 2.288 0 0 0 0 0 15 5 2.276 0 0 0 0 0 16 4 M4 1 2.502 0 0 0 0 0 17 2 2.491 0 0 0 0 0 18 3 2.48 0 0 0 0 0 19 4 2.469 0 0 0 0 0 20 5 2.458 0 0 0 0 0 21 4 M5 1 2.178 0 0 0 0 0 22 2 2.167 0 0 0 0 0 23 3 2.156 0 0 0 0 0 24 4 2.144 0 0 0 0 0 25 5 2.133 0 0 0 0 0 26 4 M6 1 3.172 0 0 0 0 0 27 2 3.161 0 0 0 0 0 28 3 3.15 0 0 0 0 0 29 4 3.138 0 0 0 0 0 30 5 3.127 0 0 0 0 0 31 4 M7 1 1.234 0 0 0 0 0 32 2 1.223 0 0 0 0 0 33 3 1.212 0 0 0 0 0 34 4 1.2 0 0 0 0 0 35 5 1.189 0 0 0 0 0 36 4 M8 1 0 .937 0 0 0 0 37 2 0 .343 0 0 0 -1.068 38 3 0 -.251 0 0 0 -1.145 39 4 0 -.845 0 0 0 -.23 40 5 0 -1.44 0 0 0 1.675 41 4 M9 1 0 1.258 0 0 0 1.675 42 2 0 .664 0 0 0 .073 43 3 0 .069 0 0 0 -.539 44 4 0 -.525 0 0 0 -.159 45 5 0 -1.119 0 0 0 1.212 46 4 M10 1 0 1.157 0 0 0 1.212 47 2 0 .564 0 0 0 -.221 48 3 0 -.03 0 0 0 -.666 RISA -3D Version 5.0d [c:\RISA \untitled.r3d] Page 2 Company : Engineers Northwest Designer : Jose Parada Job Number : Checked By: Member Section Forces (Continued) z Shearrkl -ftl v v Moment[... z -z Momentr... 49 Ll. Ivlemoel L "duel oc 4 nnla,T y 0 y + GU , •, -.623 0 - -• 0 0 -.123 50 • - .• -,. 30.36 - - -. - 30.36 5 0 -1.216 0 0 0 1.409 51 4 M11 1 0 1.241 0 0 0 1.409 52 .6 .6 2 0 .647 0 0 0 -.166 53 0 y 3 0 .053 0 0 0 -.749 54 4 4 4 0 -.542 0 0 0 -.342 55 27.6 30.36 5 0 -1.136 0 0 0 1.057 56 4 M12 1 0 .997 0 0 0 1.057 57 1.75 .6 2 0 .404 0 0 0 -.11 58 .000 0 3 0 -.189 0 0 0 -.289 59 H1-1 7 4 0 -.783 0 0 0 .521 60 26.724 27.6 5 0 -1.376 0 0 0 2.318 61 4 M13 1 0 1.751 0 0 0 2.318 62 30.361.75 2 0 1.016 0 0 0 -.536 63 0 .018 3 0 .281 0 0 0 -1.873 64 .85 H1 -2 4 0 -.454 0 0 0 -1.695 65 y 23.612 5 0 -1.189 0 0 0 0 Member ASD Steel Code Checks Farksil Ftrksil Cmz Ean 1 L1, 4 IVIeITIAeI M1 01 IdPe TU5x5x6 UL. 1v, .. L LI,j.n 0 Ica,.. .000 wa1P-1.••• 0 v 26.724 27.6 • - .• -,. 30.36 - - -. - 30.36 1.75 .6 .6 H1-1 2 4 M2 TU5x5x6 .006 0 .000 0 y 26.724 27.6 30.36 30.36 1.75 .6 .6 H1-1 3 4 M3 TU5x5x6 .016 .013 0 .000 0 y 26.724 27.6 30.36 30.36 1.75 .6 .6 H1 -1 4 4 M4 TU5x5x6 .014 0 .000 0 y 26.724 27.6 30.36 30.361.75 .6 .6 H1-1 5 4 M5 TU5x5x6 .012 0 .000 0 v 26.724 27.6 30.36 30.36 1.75 .6 .6 H1 -1 6 4 M6 TU5x5x6 0 .000 0 y 26.724 27.6 30.36 30.361.75 .6 .6 H1-1 7 4 M7 TU5x5x6 .018 .007 0 .000 0 v 26.724 27.6 30.36 30.361.75 .6 .6 H1-1 8 4 M8 TU5x5x6 .073 6.67 .021 6.67 y 23.604 27.6 30.36 30.361.75 .6 1 H1 -1 9 4 M9 TU5x5x6 .073 0 .018 0 v 23.604 27.6 30.36 30.36 1.1.. .6 .85 H1 -2 10 4 M10 TU5x5x6 .061 6.66 .018 6.66 y 23.612 27.6 30.36 30.36 1.0.. .6 .85 H1 -2 11 4 M1 l TU5x5x6 .061 0 .018 0 v 23.604 27.6 30.36 30.361.1.. .6 .85 H1-2 12 4 M12 TU5x5x6 .100 6.66 .020 6.66 y 23.612 27.6 30.36 30.36 1.3.. .6 .85 H1-2 13 4 M13 TU5x5x6 .100 0 .025 0 y 22.257 27.6 30.36 30.36 1.75 .6 1 H1 -1 RISA -3D Version 5.0d [c: \RISA \untitled.r3d] Page 3 ‘`i-WA-c- \par' 2.7 Results for LC 4, Total Member z Bending Moments (k -ft) Reaction units are k and k -ft 3.2 12-09A-- kt 12411 Su1P3p°iet. Engineers Northwest Jose Parada Mar 1, 2010 at 8:44 AM untitled.r3d • • 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 Input = Job number : Job name : 'Shaded cells 99136040 Sabey Data Center SHEET OF 4/6/07 SEISMIC IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear Basic Seismic - Force - Resisting System = Basic Seismic - Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Input All references below are to ASCE 7 -05 (U.N.O.) B5 Special reinforced concrete shear walls BFS Y Y 64.00 ft. 1.403 0.484 6 D IV 64.00 ft. 64.00 ft. 64.00 ft. = Building 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. roof high point (minimum parapet) roof low point (maximum parapet) Output Site Coefficient Fa = 1.000 Table 11.4 -1 Site Coefficient Fv = 1.516 Table 11.4 -2 Sms = 1.403 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = 0.734 Sml = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 0.935 Sds = 2 /3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 0.489 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 = 0.105 0.2Sd1 /Sds Section 11.4.5 Ts = 0.523 Sd1 /Sds Section 11.4.5 Ct = 0.02 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 Period = T = 0.453 seconds - Section12.8.2.1 (Eq. 12.8 -7) Cu = 1.4 Sa = 0.935 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) R = 6 Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) i2o = 2 System Overstrength Factor modified for flexible diaphragm Cd = 5 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 = 14.2 Cs calc. = 0.234 Section 12.8.1.1 (Eq. 12.8 -2) Cs max. = 0.270 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) Cs min. = 0.010 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Cs use = 0.234 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) Vu design = 0.234 *W At strength level USD (Eq. 12.8 -1) V design = 0.164 *W Working ( 0.7 *E ) ASD W = Building weight (# or kips) LEv = 0.187 *D = +/ -.2 Sds D (Eq. 12.4 -4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.234 Fpu min.= 0.281 Fpu max.= 0.561 Fpu design = 0.281 Fp design = 0.196 • *wp (Eqs. 12.8 -2 thru 12.8 -6 above) *wp (min. Section 12.10.1.1) *wp (max. Section 12.10.1.1) *wp USD *wp ASD (0.7 *USD) 2/23/2010 EQ. Internap ASCE7- 05Seismic.xls 1 • ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 1/11/00 SEATTLE, WA. 98115 * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * * * Job number 99136040.000 Job name Sabey Data Center Internap III & IV ASCE 7 -02 Section 9.6.1.3 & 9.6.3 Mechanical & Electrical Component Attachments Input Component Definition ASCE 7 -02 Table 9.6.3.2 = 4b.) HVAC Systems - Nonvibration isolated Ip = 1.5 Section 9.6.1.5 Equipment weight = Wp = 19.15 kips Is equipment mounted on a roof or on ground ? R input (R or G) Spectral acceleration = Sds = 0.733 Automaticly Input from tab "IBC EQ." (Eq. 9.6.1.3 -2) (Eq. 9.6.1.3 -1) (Eq. 9.6.1.3 -3) Output ap /Rp = 0.400 Tbl. 9.6.3.2 z/h = 1.0000 at roof level Fpu= 1.6 *Sds *Ip *Wp = 1.7592 *Wp Upper bound Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.5278 *Wp Calculated Fpu= 0.3 *Sds *Ip *Wp = 0.3299 *Wp Lower bound Equipment Lateral Load Anchorage force (WSD) Fpu design = 0.5278 *W (U.S.D.) Fp design = 0.3694 *W (A.S.D.) Working ( 0.7 factor ) Fp design = 7.075 kips See footnotes below k-u/1- it Wt. 944- �s �� Lcrn- �a 7 7 ,6 4 / _ I D / P 0 si" A4 ,5 PtF f` Clerk ?, -I Z'( k /C:% ? t- S fit` ,VAll ,S 5 k Ce,1s = - o4J C1 � s)(-6-3 / tfA9. • ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 1/11/00 SEATTLE, WA. 98115 * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Job number 99136040.000 Job name Sabey Data Center Internap III & IV 1 ASCE 7 -02 Section 9.6.1.3 & 9.6.3 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -02 Table 9.6.3.2 Ip Equipment weight = Wp Is equipment mounted on a roof or on ground Spectral acceleration = Sds (Eq. 9.6.1.3 -2) (Eq. 9.6.1.3 -1) (Eq. 9.6.1.3 -3) ap /Rp z/h Fpu= 1.6 *Sds *Ip *Wp Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp Fpu= 0.3 *Sds *Ip *Wp Equipment Lateral Load Anchorage force (WSD) Input = 4b.) HVAC Systems - Nonvibration isolated = 1.5 Section 9.6.1.5 = 2.34 kips ? R input (R or G) = 0.733 Automaticly Input from tab "IBC EQ." Output = 0.400 TbI. 9.6.3.2 = 1.0000 at roof level = 1.7592 *Wp Upper bound = 0.5278 *Wp Calculated = 0.3299 *Wp Lower bound Fpu design = 0.5278 *W Fp design = 0.3694 *W Fp design = 0.864 kips (U.S.D.) (A.S.D.) Working ( 0.7 factor ) See footnotes below NuVIM {,�id L vt wa . 2 stc 34)(' 4cru, s G 12 -I416 — Ca 4, wife eowierti. pls e veck Gu,io — Su Ge44, 6 • CONDENSER all -4 TYPICAL HVAQ nCUURR.B LAYOUT 1.J cENrrn CURB ON NEW OR EA51W0 (E) ROOF FRLIENG O r ? aseILAL5 27' -43' 26 pSUPPORT FOR HVIC SEE A 623 119. '.191501. 9' -S} 1•-6 M1GN NEW MUMS DIRECTLY 8111* NEW CURBS. SNOW* OFFSET FOR O.NNY. 7-6'*. HEADER SCHEDULE 11)40 ROPE III *12.14 N2 *14.22 PARTIAL ROOF FRAMING PLAN a 2. S E DETAIL *3 F NEW AS (E) B SUPPORT. DIMING. Of1FR NOTED FiWONG 6 ;al.'''. 2. SEE DETMS 2.3 OR ROOF DOCK R IETRAT 1 SEE DETAIL 52.3 FOR iNEW 0448 4 014 540 REINFORCING. 4. SEE DETAILS 52.3 41 NEW E10WMPM1 STACK A. S SEE 510ET 522 FOR GENERATOR MIAMI STACK ANOIDR/LE 6.) SEE DETAR 52.3 FOR CONDENSER SUPPORT. I . i C , - -fin ._, � \x i • e • 17cor4,J c?)(19r 144 /2A PC3if le MO 144 kl (M) /27244 1A-0mildkC196CaJ Results for LC 4, DL +SL Engineers Northwest A. Tucker 99136040 Internap III & IV Feb 24, 2010 at 6:09 PM R i s a S 1.3 -roofp I a n- 128 - 99136040. R 3 D • • • Loads: BLC 3, HVAC Results for LC 4, DL +SL Engineers Northwest A. Tucker 99136040 Internap 111 & IV Feb 24, 2010 at 6:19 PM RisaS 1.3- roofplan- 128 - 99136040. R3D Company : Engineers Northwest Designer : A. Tucker Job Number : 99136040 Internap 111 & IV Checked By: • Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in ^2) 144 Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Label A 1 gen Conc3NW 3155 1372 .15 .6 .145 2 gen Conc4NW 3644 1584 .15 .6 .145 3 qen Conc3LW 2085 906 .15 .6 .11 4 gen Conc4LW 2408 1047 .15 .6 .11 5 gen Alum 10600 4077 .3 1.29 .173 6 gen Steel 29000 11154 .3 .65 .49 7 RIGID 1e +7 LHS 0 0 0 Hot Rolled Steel Properties Label Nu A 1 A36 29000 11154 .3 .65 .49 36 2 A572Grade50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 42 29000 11154 .3 .65 .49 42 5 A500 46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets • A in21 177 rin4l 1 EB1 W18X35 Wide Flange Beam A992 Typical 10.3 15.3 510 .51 2 EB2 W18X35 Wide Flange Beam A992 Typical 10.3 15.3 510 .51 3 EB3 W27X84 Wide Flange Beam A992 Typical 24.8 106 2850 2.81 4 NB1 W16X31 Wide Flange Beam A992 Typical 9.12 12.4 375 .46 5 LHS L6X6X8 Wide Flange Beam A36 Typical 5.75 19.9 19.9 .501 6 H1 W12X16 Wide Flange Beam A992 Typical 4.71 2.82 103 .1 7 H2 W14X22 Wide Flange Beam A992 Typical 6.49 7 199 .21 8 EG1 W24X68 Wide Flange Beam A992 Typical 20.1 70.4 1830 1.87 9 EG2 W24X55 Wide Flange Beam A992 Typical 16.2 29.1 1350 1.18 RISA -3D Version 5.0d [C: \... \allent \My Projects \Internap 3 \RisaS1.3- roofplan- 128- 99136040.R3D] Page 7 8 a6ed IaE H•01709£1.66-8Z1.-ueld4oa- E'1.SeSlb \E dewelul \s;oefoad /IW \luelle \ "•\ :0] PO'S uolsJOA GE-`dSl2� E-LH I. 9' I. 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A 0 1760' 9L"£1. 17£17' 9£x9IM £91A1 17 E9 1.-3H 1. 9' 1. ££ 9'LE OE Z1.L1 ' O£ £90' ""£'91- 09Z' 9£X91.M 391N 17 Z9 £-1.H 1. 9' 1. E£ 911.E OE Z -L'1. A 0 C80' 91. 81.£' 9£x8LM 1.9IN 17 1.9 1.-ZH 1. 9' 1. £E 9'1-£ 0£ 31.L' 1. ' 0 £LO' 91. E9E' 9£XB1.M 091N 17 09 £-1.H 1. 9' - E£ 911.E OE Z1.L'1. A 0 990' '""£'94 81.£" S£XBLM 69111 17 69 L-ZH 1. 9' L ££ 9'LE OE Z1.L'1. x 0 990' -£'91. 1.ZE' 9£X91.M 891A1 17 89 E-1. H 1. 9' 1. CC 9'L£ OE 31.11. A 0 9E0' "'9171. LL I•' 9£X81.M L9IN b L9 1.-ZH 1. 9' 1. £E 9'1-£ O£ ZLEL A 0 Z80' 91. 176E' S£XBLM 991N 17 99 1.-ZH 1. 9' 1. ££ 9'LE OE 31.L'1. A OC 0170' "'"£41- 661.' 9£x8LM 991AI 17 99 1.-ZH 1. 9' l ££ 9'L£ OC 3 -L'1-IC OE 890' 91. S££' S£XBLM KW 17 179 1.-ZH 1. 9' 1. EE 9•LE OE 31.L'L A OE 090' ""'9'91. L63' 9£x9LM £9W 17 E9 £-1.1-1 1. 9' 1. ££ 9'L£ OE 31-El. A 0 690' ""9 "91- 363' 9£X91.M Z9W 17 Z9 1. -3H 1. 9' 1. E£ 9'L£ OE Z1.L1 A 0 9L0' 91. L9£' 9£x81.M 1.91A1 17 1.9 £-1.H 1. 9' L £E 9'L£ OC 31.L1 ' 0 17L0' 91. 179£' 9£X90/1 091A1 17 09 £-1.H L 9' I• E£ 911.E OE Z1.L'1. A 0 17170' 91. 01.3' 9£)(9LM 617141 17 617 I!s>113U I!s>11ed "" 1331001" Jea4S IJ1JoorW on eaegs Jagwe j 01 (panuguoa) spoeyo epo3 laa ;s asv aagwaW 0 :Ag pa)loa4a Al '8 111 deuaa ;u1- 0009£666 : aagwnN qof is pnl •b : Jauaisaa ;SemgpoN saaauI6u3 : Auedwoa Company : Engineers Northwest Designer : A. Tucker Job Number : 99136040 Internap III & IV Checked By: Member ASD Steel Code Checks (Continued) LC Member Sha 106 4 M106 W18X35 .269 15 .056 0 y 1.712 30 37.5 33 1 .6 1 H1-3 107 4 M107 W16X31 ,544 13.74 .111 29.3...v 1.641 30 37.5 33 1 .6 1 H1 -1 108 4 M108 W16X31 .284 16.25 .056 0 y 1.567 30 37.5 33 1 .6 1 H1-3 109 4 M109 W16X31 .321 14.6... .067 0 v 1.641 30 37.5 33 1 .6 1 H1-3 110 4 M110 W16X31 .524 11.25 .129 0 y 1.567 30 37.5 33 1 .6 1 H1 -3 111 4 M111 W16X31 .545 15.5... .099 29.3... y 1.641 30 37.5 33 1 .6 1 H1-3 112 4 M112 W18X35 .218 15 .045 0 y 1.712 30 37.5 33 1 .6 1 H2 -1 113 4 M113 W16X31 .325 17.0....086 29.3...v 1.641 30 37.5 33 1 .6 1 H2 -1 114 4 M114 W16X31 .475 13.4....083 0 y 1.641 30 37.5 33 1 .6 1 H2 -1 115 4 M115 W16X31 .227 15 .045 0 v 1.567 30 37.5 33 1 .6 1 H2 -1 116 4 M116 W16X31 .517 15.9....087 30 y 1.567 30 37.5 33 1 .6 1 H1-3 117 4 M117 W1 6x31 .437 9.375 .129 0 v 1.567 30 37.5 33 1 .6 1 H1-3 118 4 M118 W16X31 .321 15 .067 0 y 1.567 30 37.5 33 1 .6 1 H2 -1 119 4 M119 W16X31 .355 9.375 .095 0 v 1.567 30 37.5 33 1 .6 1 H2 -1 120 4 M120 W16X31 .462 15.9... .075 30 y 1.567 30 37.5 33 1 .6 1 H2 -1 121 4 M121 W16X31 .308 14.6... .067 0 v 1.567 30 37.5 33 1 .6 1 H1-3 122 4 M122 W16X31 .476 20.9....130 30 y 1.567 30 37.5 33 1 .317 .85 H1 -2 123 4 M123 W16X31 .340 15.3... .070 0 v 1.567 30 37.5 33 1 .6 1 H1 -3 124 4 M124 W16X31 .419 20.6... .116 30 y 1.567 30 37.5 33 1 .6 1 H2 -1 125 4 M125 W16X31 .247 14.6... .053 0 v 1.567 30 37.5 33 1 .6 1 H2 -1 126 4 M126 W12X16 .095 5.329 .022 0 y 4.592 30 37.5 33 1 .6 1 H1 -2 127 4 M127 W14X22 .165 5.329 .048 0 v 8.273 30 37.5 33 1 .6 1 H2 -1 128 4 M128 W14X22 .181 5.329 .046 0 y 8.273 30 37.5 33 1 .6 1 H2 -1 129 4 M129 W12X16 .043 5.329 .011 0 v 4.592 30 37.5 33 1 .6 1 H2 -1 130 4 M130 W12X16 .242 5.329 .039 0 y 4.592 30 37.5 33 1 .6 1 H1-2 131 4 M131 W12X16 .243 5.329 .037 0 v 4.592 30 37.5 33 1 .6 1 H2 -1 132 4 M132 W18X35 .116 10.6... .036 0 y 3.562 30 37.5 33 1 .6 1 H1 -3 133 4 M133 W18X35 .005 3.417 .008 3.417 y 26.691 30 37.5 33 1 .482 .85 H2 -1 134 4 M134 W18X35 .047 6.409 .023 0 y 9.377 30 37.5 33 1 .6 1 H2 -1 135 4 M135 L6X6X8 .009 0 .053 7.217 z 16.074 21.6 - Code check based on z -z Axial ONL... 136 4 M136 L6X6X8 .001 0 .053 7.212 z 16.079 21.6 - Code check based on z -z Axial ONL... 137 4 M137 W14X22 .079 5.286 .031 8.75 v 14.45 30 37.5 33 1 .6 1 H2 -1 138 4 M138 W14X22 .049 5.286 .020 8.75 y 14.45 30 37.5 33 1 .6 1 H1-2 139 4 M139 L6X6X8 .000 5.378 .036 8.75 y 14.325 21.6 - Code check based on z -z Axial ONL... 140 4 M140 W14X22 .124 5.286 .048 8.75 y 14.45 30 37.5 33 1 .6 1 H2 -1 141 4 M141 W14X22 .130 5.286 .050 8.75 v 14.45 30 37.5 33 1 1 H2 -1 142 4 M142 W12X16 .042 5.286 .012 8.75 y 8.11 30 37.5 33 1 .6 1 H1-2 143 4 M143 W14X22 .145 2.409 .096 7.708 y 13.072 30 37.5 33 1 .6 .6 1 H2 -1 144 4 M144 W14X22 .060 4.625 .018 0 y 13.072 30 37.5 33 1 .6 1 H2 -1 145 4 M145 W14X22 .104 4.625 .031 0 v 13.072 30 37.5 33 1 1 H1-2 146 4 M146 W18X35 .008 4.818 .008 9.25 y 16.706 30 37.5 33 1 .6 1 H1 -2 147 4 M147 W14X22 .091 2.409 .063 7.708 y 13.072 30 37.5 33 1 .6 1 H2 -1 148 4 M148 W14X22 .148 4.625 .044 9.25 y 13.072 30 37.5 33 1 .6 1 H1-2 149 4 M149 W14X22 .061 2.409 .038 7.708 y 13.072 30 37.5 33 1 .6 1 H1-2 150 4 M150 W14x22 .047 2.409 .049 0 y 13.072 30 37.5 33 1 .6 1 H2 -1 151 4 M151 W12X16 .043 4.625 .009 0 v 7.257 30 37.5 33 1 .6 .6 1 H2 -1 152 4 M152 W14X22 .147 4.625 .043 0 y 13.072 30 37.5 33 1 1 H1-2 153 4 M153 W14X22 .039 5.954 .019 8.661 y 14.69 30 37.5 33 1 .6 .6 1 H2 -1 154 4 M154 W14X22 .066 5.954 .033 8.661 y 14.69 30 37.5 33 1 1 H2 -1 155 4 M155 W12X16 .009 5.924 .015 8.75 v 8.11 30 37.5 33 1 .6 .6 1 H2 -1 156 4 M156 W18X35 .073 6.016 .040 6.016 y 17.754 30 37.5 33 1 .972 H1 -2 157 4 M157 W18X35 .007 2.788 .009 0 v 23.75 30 37.5 33 1 .6 .85 1 H2 -1 158 4 M158 W18X35 .191 11.5... .056 22.2...y 3.124 30 37.5 33 1 .6 1 H2 -1 159 4 M159 W18X35 .035 6.417 .024 11.6...y 11.401 30 37.5 33 1 1 H2 -1 160 4 M160 W18X35 .070 6.087 .036 0 y 9.546 30 37.5 33 1 .6 .6 1 H2 -1 161 4 M161 W18X35 .144 8.908 .051 18.1...v 4.653 30 37.5 33 1 .6 1 H1-3 162 4 M162 W18X35 .043 7.395 .050 13.6... y 8.266 30 37.5 33 1 .6 1 H1-2 RISA -3D Version 5.0d [C: \... \allent \My Projects \Internap 3 \RisaS1.3- roofplan- 128- 99136040.R3D] Page 10 Company : Engineers Northwest Designer : A. Tucker Job Number : 99136040 Internap HI & IV Checked By: 0 Member ASD Steel Code Checks (Continued) LC Member Shape UC M..LocfftlS hear ..Locfftl... F 163 4 M163 W18X35 .039 7.392 .022 13.6...v 8.271 30 37.5 33 1 .913 .85 H2 -1 164 4 M164 W18X35 .145 12.3....071 22.3... y 3.096 30 37.5 33 1 .6 1 H2 -1 165 4 M165 W18X35 .141 12.5... .044 22.3...v 3.097 30 37.5 33 1 .6 1 H2 -1 166 4 M166 W18X35 .194 10.9....058 21.8...y 3.216 30 37.5 33 1 .6 1 H1-3 167 4 M167 L6X6X8 ,000 4.327 9.99+ 6.294 z 17.038 21.6 - Code check based on z -z Axial ONL... 168 4 M168 L6X6X8 .000 2.944 .037 5.333 z 17.97 21.6 - Code check based on z -z Axial ONL... 169 4 M169 L6X6X8 .000 0 .034 5.333 z 17.97 21.6 - Code check based on z -z Axial ONL... 170 4 M170 W14X22 .678 12.2... .066 0 y 5.444 30 37.5 33 1 .6 1 H1 -2 171 4 M171 L6X6X8 .000 0 .020 6.294 z 17.038 21.6 - Code check based on z -z Axial ONL... 172 4 M172 L6X6X8 .000 0 .024 5.333 z 17.97 21.6 - Code check based on z -z Axial ONL... 173 4 M173 L6X6X8 .000 4.327 .015 6.294 z 17.038 21.6 - Code check based on z -z Axial ONL... 174 4 M174 L6X6X8 .000 2.944 .015 5.333 z 17.97 21.6 - Code check based on z -z Axial ONL... 175 4 M175 L6X6X8 .000 4.327 .037 6.294 z 17.038 21.6 - Code check based on z -z Axial ONL... 176 4 M176 L6X6X8 .000 2.944 .038 5.333 z 17.97 21.6 - Code check based on z -z Axial ONL.., 177 4 M177 L6X6X8 .000 4.327 .039 6.294 z 17.038 21.6 - Code check based on z -z Axial ONL... 178 4 M178 L6X6X8 .000 0 .037 5.333 z 17.97 21.6 - Code check based on z -z Axial ONL... 179 4 M179 L6X6X8 .000 1.884 .024 0 z 16.871 21.6 - Code check based on z -z Axial ONL... 180 4 M180 L6X6X8 .000 0 .029 0 z 16.871 21.6 - Code check based on z -z Axial ONL... 181 4 M181 L6X6X8 .000 0 .046 0 z 16.871 21.6 - Code check based on z -z Axial ONL... 182 4 M182 L6X6X8 .000 1.884 .041 0 z 16.871 21.6 - Code check based on z -z Axial ONL... 183 4 M183 L6X6X8 .000 0 .041 0 Z 16.871 21.6 - Code check based on z -z Axial ONL... 184 4 M184 L6X6X8 .000 0 .047 0 z 16.871 21.6 - Code check based on z -z Axial ONL... 185 4 M185 W18x35 .001 2.833 .008 5.667 y 23.423 30 37.5 33 1 .6 1 H2 -1 186 4 M186 W18X35 .001 2.833 .004 5.667 y 23.423 30 37.5 33 1 .6 1 H1-3 187 4 M187 L6X6X8 .000 1.337 .034 0 z 18.644 21.6 - Code check based on z -z Axial ONL... 188 4 M188 L6X6X8 .000 1.337 .036 0 z 18.644 21.6 - Code check based on z -z Axial ONL... 189 4 M189 L6X6X8 .000 4.899 .045 5.667 z 17.655 21.6 - Code check based on z -z Axial ONL... 190 4 M190 L6X6X8 .000 4.899 .059 5.667 z 17.655 21.6 - Code check based on z -z Axial ONL.., 191 4 M191 W18X35 .009 4.84 .025 5.667 y 23.423 30 37.5 33 1 .6 1 H1-2 192 4 M192 W18X35 .008 4.84 .016 5.667 y 23.423 30 37.5 33 1 .6 1 H2 -1 193 4 M193 L6X6X8 .000 1 -337 .038 0 z 18.644 21.6 - Code check based on z -z Axial ONL... 194 4 M194 L6X6X8 .000 1.337 .033 0 z 18.644 21.6 - Code check based on z -z Axial ONL... 195 4 M195 L6X6X8 .000 1.337 .037 0 z 18.644 21.6 - Code check based on z -z Axial ONL... 196 4 M196 L6X6X8 .000 0 .023 0 z 18.644 21.6 - Code check based on z -z Axial ONL... 197 4 M197 W18X35 .047 5.583 .034 10.9... y 12.875 30 37.5 33 1 .6 1 H2 -1 198 4 M198 W24X68 .607 15.6....135 0 y 4.847 30 37.5 30 1 .6 1 H1-2 199 4 M199 W24X68 .691 14.18 .165 0 V 4.706 30 37.5 30 1 .6 1 H1-2 200 4 M200 W18X35 .139 10.2....047 0 y 3.643 30 37.5 33 1 .6 1 H1-1 201 4 M201 W18X35 .391 16.7... .103 29.3...y 1.793 30 37.5 33 1 .6 1 H1 -1 202 4 M202 W24X68 .657 12.8.•..173 0 y 4.848 30 37.5 30 1 .6 1 H2 -1 203 4 M203 W24X68 .668 13.6... .168 27.7... y 4.701 30 37.5 30 1 .6 1 H1-2 204 4 M204 W24X68 .628 14.5....164 27.3... y 4.847 30 37.5 30 1 .6 1 H1-2 205 4 M205 W24X68 .632 12.8... .168 0 V 4.848 30 37.5 30 1 .6 1 H2 -1 206 4 M206 W24X68 .653 13.6... .157 27.7... y 4.706 30 37.5 30 1 .6 1 H1-2 207 4 M207 W24X68 .645 12.8... .171 0 v 4.848 30 37.5 30 1 .6 1 H1-2 208 4 M208 W24X68 .630 14.5... .165 27.3... y 4.847 30 37.5 30 1 .6 1 H1-2 209 4 M209 W24X68 .662 13.6... .162 27.7... y 4.706 30 37.5 30 1 .6 1 H2 -1 210 4 M210 W24X68 .675 11.6... .146 27.3... y 4.847 30 37.5 30 1 .6 1 H2 -1 211 4 M211 W24X68 .668 12.s... .172 0 v 4.847 30 37.5 30 1 .6 1 H1 -2 212 4 M212 W24X68 .661 14.5... .175 27.3... y 4.848 30 37.5 30 1 .6 1 H2 -1 213 4 M213 L6X6X8 .000 0 .043 0 v 8.824 21.6 - Code check based on z -z Axial ONL... 214 4 M214 L6X6X8 .036 0 9.99+ 0 y 8.824 21.6 - Code check based on z -z Axial ONL... 215 4 M215 W18X35 .006 2.833 .007 5.333 y 23.954 30 37.5 33 1 .6 1 H2 -1 216 4 M216 W18X35 .006 2.833 .007 5.333 y 23.954 30 37.5 33 1 .6 1 H2 -1 217 4 M217 L6X6X8 .004 0 .031 6.027 z 17.305 21.6 - Code check based on z -z Axial ONL... 218 4 M218 L6X6X8 .004 0 .024 6.031 z 17.301 21.6 - Code check based on z -z Axial ONL... 219 4 M219 L6X6X8 .000 0 .044 0 z 8.824 21.6 - Code check based on z -z Axial ONL... RISA -3D Version 5.0d [C: \... \allent \My Projects \Internap 3 \RisaS1.3- roofplan- 128- 99136040.R3D] Page 11 Company : Engineers Northwest Designer : A. Tucker Job Number : 99136040 Internap III & IV Checked By: Member ASD Steel Code Checks (Continued) LC Member 220 4 M220 L6X6X8 .000 0 .041 12.7..• z 8.824 21.6 . .. ri. - Code check based . on z -z Axial ONL.. v.� 221 4 M221 L6X6X8 .000 0 .030 0 z 17.97 21.6 - Code check based on z -z Axial ONL.. 222 4 M222 L6X6X8 .000 0 .026 0 z 17.97 21.6 - Code check based on z -z Axial ONL... 223 4 M223 L6X6X8 .000 0 .057 0 z 8.831 21.6 - Code check based on z -z Axial ONL... 224 4 M224 L6X6X8 .000 0 .057 12.7...z 8.831 21.6 - Code check based on z -z Axial ONL... 225 4 M225 L6X6X8 .007 0 .042 8.194 z 14.98 21.6 - Code check based on z -z Axial ONL... 226 4 M226 W18X35 .039 6.527 .024 12.7...y 9.421 30 37.5 33 1 .6 1 H2 -1 227 4 M227 L6X6X8 .000 0 .058 0 z 8.831 21.6 - Code check based on z -z Axial ONL.., 228 4 M228 L6X6X8 .001 0 .014 3.269 z 19.707 21.6 - Code check based on z -z Axial ONL... 229 4 M229 L6X6X8 .002 0 .033 3.276 z 19.702 21.6 - Code check based on z -z Axial ONL... 230 4 M230 L6X6X8 .000 0 .036 12.7...z 8.831 21.6 - Code check based on z -z Axial ONL... 231 4 M231 L6X6X8 .000 0 .045 12.7..• z 8.831 21.6 - Code check based on z -z Axial ONL... 232 4 M232 L6X6X8 .001 0 .047 0 z 8.831 21.6 - Code check based on z -z Axial ONL... 233 4 M233 L6X6X8 .001 0 .035 0 z 8.831 21.6 - Code check based on z -z Axial ONL... 234 4 M234 L6X6X8 .003 0 .033 4.593 z 18.636 21.6 - Code check based on z -z Axial ONL... 235 4 M235 L6X6X8 .004 0 .027 9.518 y 13.379 21.6 - Code check based on z -z Axial ONL... 236 4 M236 L6X6X8 .004 0 .052 9.511 y 13.388 21.6 - Code check based on z -z Axial ONL... 237 4 M237 L6X6X8 .000 1.653 .022 0 z 17.655 21.6 - Code check based on z -z Axial ONL... 238 4 M238 L6X6X8 .000 0 .016 0 z 17.655 21.6 - Code check based on z -z Axial ONL.., 239 4 M239 L6X6X8 .003 0 .036 6.765 z 16.555 21.6 - Code check based on z -z Axial ONL... 240 4 M240 L6X6X8 .003 0 .024 6.761 z 16.559 21.6 - Code check based on z -z Axial ONL... 241 4 M241 L6X6X8 .000 1.653 .025 0 z 17.655 21.6 - Code check based on z -z Axial ONL... 242 4 M242 L6X6X8 .000 0 .026 0 z 17.655 21.6 - Code check based on z -z Axial ONL... 243 4 M243 L6X6X8 .000 0 .027 0 Z 17.655 21.6 - Code check based on z -z Axial ONL... 244 4 M244 L6X6X8 .000 1.653 .027 0 z 17.655 21.6 - Code check based on z -z Axial ONL... 245 4 M245 L6X6X8 .000 0 .003 5.333 z 17.97 21.6 - Code check based on z -z Axial ONL... 246 4 M246 L6X6X8 .000 0 .001 1.541 y 20.853 21.6 - Code check based on z -z Axial ONL.., 247 4 M247 L6X6X8 .000 0 .005 0 z 17.97 21.6 - Code check based on z -z Axial ONL... 248 4 M248 L6X6X8 .000 0 .015 2.375 z 20.338 21.6 - Code check based on z -z Axial ONL... 249 4 M249 L6X6X8 .000 0 .002 3.417 z 19.596 21.6 - Code check based on z -z Axial ONL... 250 4 M250 L6X6X8 .000 0 .004 5.333 Z 17.97 21.6 - Code check based on z -z Axial ONL..,. 251 4 M251 L6X6X8 .000 0 .020 0 z 19.596 21.6 - Code check based on z -z Axial ONL... 252 4 M252 L6X6X8 .000 0 .010 0 z 17.97 21.6 - Code check based on z -z Axial ONL... 253 4 M253 L6X6X8 .000 0 .014 0 z 19.596 21.6 - Code check based on z -z Axial ONL... 254 4 M254 L6X6X8 .000 0 .007 4.625 z 18.608 21.6 - Code check based on z -z Axial ONL... 255 4 M255 L6X6X8 .000 0 .006 4.625 z 18.608 21.6 - Code check based on z -z Axial ONL... 256 4 M256 L6X6X8 .000 0 .007 0 z 20.338 21.6 - Code check based on z -z Axial ONL... 257 4 M257 L6X6X8 .000 0 .016 0 v 20.853 21.6 - Code check based on z -z Axial ONL... 258 4 M258 L6X6X8 .000 0 .002 5.333 z 17.97 21.6 - Code check based on z -z Axial ONL... 259 4 M259 L6X6X8 .000 0 .020 2.375 z 20.338 21.6 - Code check based on z -z Axial ONL... 260 4 M260 L6X6X8 .000 0 .004 5.333 z 17.97 21.6 - Code check based on z -z Axial ONL... 261 4 M261 L6X6X8 .000 0 .043 0 y 20.853 21.6 - Code check based on z -z Axial ONL... 262 4 M262 L6X6X8 .000 0 .008 0 z 18.608 21.6 - Code check based on z -z Axial ONL... 263 4 M263 L6X6X8 .000 0 .009 4.625 z 18.608 21.6 - Code check based on z -z Axial ONL... 264 4 M264 L6X6X8 .000 0 .006 0 z 18.608 21.6 - Code check based on z -z Axial ONL... 265 4 M265 L6X6X8 .000 0 .012 4.625 z 18.608 21.6 - Code check based on z -z Axial ONL... 266 4 M266 L6X6X8 .000 0 .003 0 z 20.145 21.6 - Code check based on z -z Axial ONL... 267 4 M267 L6X6X8 .000 0 .006 0 z 17.332 21.6 - Code check based on z -z Axial ONL... 268 4 M268 L6X6X8 .000 0 .002 0 z 20.145 21.6 - Code check based on z -z Axial ONL... 269 4 M269 L6X6X8 .000 0 .004 0 z 17.332 21.6 - Code check based on z -z Axial ONL... 270 4 M270 L6X6X8 .000 0 .001 0 z 20.145 21.6 - Code check based on z -z Axial ONL... 271 4 M271 L6X6X8 .000 0 .010 0 z 17.332 21.6 - Code check based on z -z Axial ONL... 272 4 M272 W18X35 .075 15 .016 0 y 1.712 30 37.5 33 1 1 H1-3 273 4 M273 W18X35 .076 15.3.- .016 0 y 1.712 30 37.5 33 1 .6 1 H1 -3 274 4 M274 W18X35 .075 14.6... .016 0 y 1.712 30 37.5 33 1 .6 1 H2 -1 275 4 M275 W18X35 .072 14.6... .016 0 y 1.793 30 37.5 33 1 .6 .6 1 H2 -1 RISA -3D Version 5.0d [C: \... \allent \My Projects \Internap 31RisaS1.3- roofplan- 128- 99136040.R3D] Page 12 • • Installation and Maintenance Manual RoofPakTM Singlezone Roof Mounted Heating and Cooling Units RPS /RDT /RFS /RCS 015D — 140D R-410A Refrigerant and MicroTech® Ill Unit Controller IM 893 -1 Group: Applied Systems Part Number: IM 893 Date: November 2009 a s • � McQuay Air Conditioning • • • Contents Introduction 3 Unit Nameplate 3 Compressor Nameplate 3 Gas Burner Nameplate 3 Hazard Identification Information 3 Unit Description 4 Refrigeration Piping 6 Control Locations 7 Control Panel 9 Controls, Settings, and Functions 16 Condenser Fan Arrangement 19 Mechanical Installation 20 Unit Clearances 20 Ventilation Clearance 21 Overhead Clearance 21 Roof Curb Assembly and Installation 22 Post and Rail Mounting 25 Rigging and Handling 25 Reassembly of Split Units 27 Unit Piping 35 Steam Coil Piping 36 Damper Assemblies 38 Cabinet Weather Protection 40 Installing Ductwork 40 Installing Duct Static Pressure Sensor Taps 41 Installing Building Static Pressure Sensor Taps 42 Electrical Installation 43 Field Power Wiring. 43 Field Control Wiring 46 Preparing Unit for Operation 47 Spring Isolated Fans 47 Adjusting Spring Mounts 47 Relief Damper Tie -Down 48 Adjustment of Seismic Restraints 48 Adjusting Scroll Dampers 48 Adjusting Supply Fan Thrust Restraints 49 Sequences of Operation 50 Power -up 50 Fan Operation 50 Economizer Operation 51 Mechanical Cooling Operation 51 Heating 52 MicroTech 111 Controller Operation 53 Using the Keypad /Display ' 53 Passwords 53 Navigation Mode 54 Edit Mode 54 Wiring Diagrams 55 Unit Options 73 Control Actuators 73 Enthalpy Control 73 Modulating Hot Gas Reheat 75 Hot -Gas Bypass (HGBP) 77 External Time Clock 77 Smoke and Fire Protection 77 Smoke Detectors 78 Emergency Shutdown 78 Freeze Protection 78 Field Output Signals 79 Entering Fan Temperature Sensor 80 Duct High Pressure Limit 80 Variable Frequency Drive Operation 80 Convenience Receptacle /Section Lights 80 Optional Low Ambient Compressor Operation 81 Variable Frequency Drive Operation 82 Convenience Receptacle /Section Lights 82 DesignFlowTM Outdoor Air Damper Option 82 Propeller Exhaust Fan Option 85 Exhaust Fan On /Off Control 88 Ultraviolet Lights Option 88 Check, Test, and Start Procedures 92 Servicing Control Panel Components 92 Before Start-up 92 Power Up 92 Fan Start-up 93 Economizer Start-up 93 Compressor Startup 93 Scroll Compressor Rotational Direction 94 Heating System Startup 95 Air Balancing 96 Sheave Alignment 96 Drive Belt Adjustment 96 Mounting and Adjusting Motor Sheaves 97 Final Control Settings 100 Maintenance 104 Servicing Control Panel Components 104 Planned Maintenance 104 Unit Storage 104 Gas Furnace 105 Bearing Lubrication 105 Propeller Exhaust Fan 107 Setscrews 107 Supply Fan Wheel -to- Funnel Alignment 108 Scroll Compressor Piping 110 All- Aluminum Condenser Coils 111 Refrigerant Charge 112 Servicing Refrigerant Sensors or Switches112 Winterizing Water Coils 112 Control Panel Components 113 Replacement Parts List 117 Service and Warranty Procedure 118 Replacement Parts 118 Scroll Compressor 118 Replacing a Portion of a Tandem or Trio 118 In- Warranty Return Material Procedure 119 Limited Product Warranty (North America) 120 Exceptions 120 Assistance 120 Sole Remedy 120 Rooftop Equipment Warranty Regist. Form 121 Quality Assurance Survey Report 124 • • • Mechanical Installation Roof Curb Assembly and Installation Locate the roof curb and unit on a portion of the roof that can support the weight of the unit. The unit must be supported to prevent bending or twisting of the machine. If building construction allows sound and vibration into the occupied space, locate the unit over a non - critical area. It is the responsibility of the system designer to make adequate provisions for noise and vibration in the occupied space. Q WARNING Mold can cause personal injury. Some materials such as gypsum wall board can promote mold growth when damp. Such materials must be protected from moisture that can enter units during maintenance or normal operation. Install the curb and unit level to allow the condensate drain to flow properly and allow service access doors to open and close without binding. Integral supply and return air duct flanges are provided with the RPS/RFS roof curb, allowing connection of duct work to the curb before the unit is set. The gasketed top surface of the duct flanges seals against the unit when it is set on the curb. Figure 22: RCS Roof Curb Assembly These flanges must not support the total weight of the duct work. See "Installing Ductwork" on page 40 for details on duct connections. It is critical that the condensate drain side of the unit be no higher than the opposite side. Assembly of a typical RPS/RDT roof curb is shown in Figure 23 on page 23. Parts A through K are common to all units having bottom supply and return openings. Depending on the unit length, Parts L and M may be included with the roof curb kit to create the correct overall curb length. Figure 22 shows the assembly of the RCS roof curb. RCS Assembly instructions (Figure 22) 1 Set curbing parts (A) in place making sure that the orientation complies with the assembly instructions. Check alignment of all mating bolt holes. 2 Bolt curbing parts together using fasteners provided. 3 Curb must be level from side to side and over its length. 4 Weld curbing in place. Caulk all seams watertight and insulate between channels. 5 Flash curbing into roof as shown in Detail C. (INSIDE) 015D - 025D = 52.00 030D - 068D = 64.00 070D - 105D = 83.00 110D - 140D = 120.00 6.00 �\ 6.00 NOTE: All dimensions in inches 6.00 See DETAIL A DETAIL A 1. 2. 3. 4. 5. 6. 7. 8 5. Unit Bose Curb gasketing 2 s 4 nailer strip Galvanized curb Cant strip - NOT FURNISHED Roofing matenal - NOT FURNISHED Rigid insulation - NOT FURNISHED Flashing - NOT FURNISHED Insulation between galvanized curb - NOT FURNISHED 10. Galvanized curb cover RPS /RDT Assembly instructions (Figure 23 on page 23) 1 Set curbing parts A through K per dimensions shown over roof opening or on a level surface. Note location of return and supply air openings. 2 If applicable, set other curbing parts (D, L, M, etc.) in place making sure that the orientation complies with the assembly instructions. Check alignment of all mating bolt holes. See Detail A. 3 Bolt curbing parts together using fasteners provided. Tighten all bolts finger tight. 4 Square entire curbing assembly and securely tighten all bolts. 5 Position curb assembly over roof openings. Curb must be level from side to side and over its length. Check that top surface of the curb is flat with no bowing or sagging. 6 Weld curbing in place. Caulk all seams watertight. Remove backing from 0.25" (6 mm) thick x 1.50" (38 mm) wide gasketing and apply to surfaces shown by cross - hatching. 7 Flash curbing into roof as shown in Detail B. 8 Parts E and F are not required on units with no return shaft within the curb perimeter. 9 Parts G and H are not required on units with no supply shaft within the curb perimeter. 10 Be sure that electrical connections are coordinated (see Figure 24). 22 McQuay IM 893 -1 • • • Mechanical Installation Figure 23: RPS /RFS Roof Curb Assembly Detail A Using remaining sido supports In this area, align lengths on Condenser opposite sides of assembly >'� Section Suppod and install a cross support / ., / 0 al each side. Z `�` 1.5" : �.Z -, -lit/ 6.8" y`,, �• \;::::-. 'Inside ,/• i �.' "�. \ 1� C - \�S` \ Sri-, ,- \ \;,`k> Equal length L. Side Supports 8.8" ice/ /mot Inside Supply \.`s`>3:_• - Note: All dimensions are C approximate. See certified drawings for actual construction. Inside '• "' !� B ",-- 015D - 042D' 85' \ •,r -� /,/ 0450 - 075D' 90" �' - j "' � / 080D - 1400. 90" , �� 62.8" Detail B Z Condoner /section support (RPS only) See Detail A 38.8" 1. Unit Base 2. Curb Gasketing 3. 2 x 4 Nailer Strip 4. Galvanized Curb 5. Cant Strip (not furnished) 6. Roofing Material (not furnished) 7. Rigid Insulation not furnished) 8. Counterflashing (not furnished) 9. Flashing (not furnished) Detail C 6 Note: Height of perimeter curb and condensing section support are not equal. 2" Viable &BPS /RFS Roof Curb Assembly Dimensio Unit size Return Fan X Y in mm In mm 0150 — 0420 x 15" FC 24 610 82 2083 030D 56.2 30" AF 30 762 76 1930 57.3 1455 40" AF 361 914 78 1981 1594 045D — 075D None 24 610 82 2083 045D — 075D /All units 38.0 965 87.0 2210 '80D —140A, All units 62.0 1575 87.0 2210 Unit size Z Unit size W in mm in mm 015D — 025D 53.6 1361 015D — 025D 20 508 030D 56.2 1427 030D 20 508 035D — 040D 57.3 1455 035D — 040D 20 508 045D — 068D 61.0 1594 045D — 075D 28.0 711 070D —105D 74.0 1880 080D — 090D 38.0 965 1101 -1400 T000 —140D 46.0 1168 Note: hese dimensions do not apply to units with energy recoDeq 'erhnalc 17707 McQuay IM 893 -1 23 • • • Mechanical Installation Figure 24: Typical Power Wire Entrance, Curb View (RPS /RFS 045D to 140D shown, See Project Certified Drawings) c A -_ 20.0 -- r6.8 1.5 B RA OPNG A • SA OPNG 76.0 D --2Typ 4 Typ 0.9 Dia. K.O. See Detail A J Unit length minus 6.4 3.4 12.1 5.1 Detail A •01111 0 0 • 7.5 3.0 Dia. K.O. 2.0 4.6 4.8 9.7 3.1 4.3 2.1 RPS only 24 McQuay IM 893 -1 • • Mechanical Installation Post and Rail Mounting When mounting by post and rail, run the structural support the full length of the unit. Locate the structural member at the base of the unit as shown in Figure 25, assuring the I -beam is well supported by the structural member. CAUTION The unit must be level side to side and over the entire length. Equipment damage can result if the unit is not level. If resilient material is placed between the unit and the rail, insert a heavy steel plate between the unit and the resilient material to distribute the load. Seal cabinet penetrations (electrical, piping, etc.) properly to protect against moisture and weather. Figure 25: Post and Rail Mounting -- 5• MAX. 99" • Beam can extend beneath unit no more than 5" to allow adequate space for duct connections and electrical entry. Rigging and Handling Lifting brackets with 2" (51 mm) diameter holes are provided on the sides of the unit. Use spreader bars, 96" to 100" (2438 to 2540 mm) wide to prevent damage to the unit cabinet. Avoid twisting or uneven lifting of the unit. The cable length from the bracket to the hook should always be longer than the distance between the outer lifting points. If the unit is stored at the construction site for an intermediate period, take these additional precautions: 1 Support the unit well along the length of the base rail. 2 Level the unit (no twists or uneven ground surface). 3 Provide proper drainage around the unit to prevent flooding of the equipment. 4 Provide adequate protection from vandalism, mechanical contact, etc. 5 Securely close the doors. 6 If there are isolation dampers, make sure they are properly installed and fully closed to prevent the entry of animals and debris through the supply and return air openings. 7 Cover the supply and return air openings on units without isolation dampers. Figure 26 shows an example of the rigging instruction label shipped with each unit. WARNING Use all lifting points. Improper lifting can cause severe personal injury and property damage. Figure 26: Rigging and Handling Instruction Label Rigging and Handling Instructions Unit has either four or six lifting points (four -point shown below). Caution: All lifting points must be used. Note: Rigging cables must be at least as long as distance "A" Spreader bars required Lift only as indicated Caution: Lifting points may not be symmetrical to center of gravity of unit. Balast or unequal cable lengths may be required. CAUTION Lifting points may not be symmetrical to the center of gravity of the unit. Ballast or unequal cable lengths may be required. McQuay IM 893 -1 25 • • Mechanical Installation Lifting Points Refer to Figure Note: and Figure 28 and the following calculations to determine whether a four or six point lift is required. X = distance from the entering air end of the unit (or shipping section) to the first lifting lug in the direction of air flow. For all unit or shipping sections with outdoor air /return air options, X = 48" For shippings sections without outdoor air /return air options, X= 0 Y = distance from condenser or leaving air end of unit to the last lifting lug. For all units or shipping sections with condensers, Y = 25.6 (sizes 30 -40), Y = 13.9 (sizes 15 -25), Y = 36.5 (sizes 50 -68), Y = 30.0 (sizes 70 -105), or Y = 38.0 (sizes 110 -140). For all units or shipping sections without condensers, Y = 0. Installation Z = total base rail length of the units. Note: Z excludes hoods and overhung parts extending past base rails of the unit. A =Z -X -Y If A < 288 ", 4 -point lift is sufficient If A > 288 ", 6 -point lift is required B = distance from first lifting lug to middle lifting lug on units with 6 -point lift. B = A / 2 +/- 48" Note: Middle lifting lug may be installed on either side of the midpoint to avoid interference with condensate drains. Figure 27: RPS /RDT Lifting Points 4 Lifting Points 6 Lifting Points RDT 050D -140D: B Min. = 72 "(1829 mm) RPS 080D -105D: B Min:= 96'(2348 mm) RPS 110D -140D: B Min: = 120'(3048 mm) Figure 28: RCS or Condenser Factory Split at Condenser 4 lifting points 015D - 042D: 8 (min.) = 82" (2362 mm) 045D - 068D: 8 (min.) = 59" (1448 mm) 070D - 105D: 8 (min.) = 82" (2362 mm) 110D - 140D: B (min.) = 115' (2870 cm) 26 McQuay IM 893 -1 •ENM ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 - --7560 FAX (206) 522-6698 PROJECT # 9 13 (D 0 40 PROJECT l c / —5 /A/TgA)4( SUBJECT PLAirr C. t•,)% -/ /� (Iraq- V/ BY 40)1 L Y� l S- &L_ - 2-c) CAWS frt4icat;,l /CO) S/6 Z -s4 /6 K� cop.rvo,rsafts G 8-00 # E , DATE 2- 25 -1 0 SHEET I OF GC1 (� /- 00 .E7LXrl. 122-o" er6c)r O"5 2001 North American Specification amproject: SDC - INTERNAP PHASE III i lllodel: CEILING PLATFORM SUPPORT Date: 2/25/2010 Section : 1200S162 -54 Single C Stud (X -X Axis) Maxo = 4776.1 Ft -Lb Moment of Inertia, I = 14.298 in "4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 50.0 ksi Va = 1377.4 Ib Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 4388.2 0.919 4388.2 Full 4776.1 0.919 1.399 L/234 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 642.3 1.00 NA 0.0 NA YES R2 642.3 1.00 NA 0.0 NA YES •ombineci Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 642.3 0.0 1.00 0.47 0.00 0.22 NA R2 642.3 0.0 1.00 0.47 0.00 0.22 NA (1 ATTENUATO RS BY OTHERS it tl 2f4' PER ARCH r D. • 4. 4 C-2.1 17.0■•••••■•••;;;;; • 1200 S-162-54 7.- 12"xe181 JOISTS x 16GA. 16"oc \P. 4) 1 D-2.1 5/a" CDX PLYWOOD w9 #10 WOODIES 6 'oc EDGES & 12"oc FIELD : • 1:i 1 141 ■;•1;1:' 1 1 c 11 11 1 C-2.1A ce LiJ HDR• 6" STUDS PER Ix C-2.1 (TYP.) cc t.d ct_ 3/cet- C2.11 o 1 ST FLOOR CEILI FRAV I \ PLA\ = 1 -0 - ENSENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS INFERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 - --7560 FAx (206) 5226698 PROJECT # / % /U6 0 fo PROJECT SVC- V 1 JAn/-/Pc/ (else )% DATE 2- z 3---/ d SHEET 4- OF CO BY ,,,°r SUBJECT O cc r d � W,( I. LA- SE7,1th r C 5I C (Au D ss z14°3 Zo , +8'f sos. a D35 SDI.: 0,199 60►,0b 85- /7,00 1-1 1-w =L0 BEN PROJECT # SUBJECT C Q C <A%S oath- 7 2J)(/!r SHEET OFC�� L BY */%? WENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS D 1 2l0 O PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 5226698 DC n DATE 2-25-1 (� • DL— -576,k thy lt�0V 2 2, o laou Si 6 2.-> yeI� t`� 2, 3 2L-, rGam'.!30 5d 6 m-JUL ` / o C . .dc LL - Co gpx4) 72o J 20, D /'J? Jee.r.pL °-RL)114 Y900) 2 e c, 4 t P/Le%r A.4414 Z u+y0c c2 y. A!') ? 5, 6. 0 0 . 5 / 6 5 1 / 6 / iifiv s k �c.,Cc_ l • a;101; Atia401 /•J Ain w69-4( /LS" aOIFfvs�7 f " e Soo Lb 4, Z, e crE,a yz 0 • ENGINEERS - NORTHWEST, INC.P.S. SHEET OFai 6869 WOODLAWN AVE. N.E. (SUITE 205) REV. 1: 4/6/07 SEATTLE, WA. 98115 REV. 2: 9/29/09 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = Shaded cells Job number : Job name : SDC - 6 INTERNAP PHASE III SEISMIC IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic - Force - Resisting System = Basic Seismic - Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) _ Elevation of top of wall lateral support (max.) _ Elevation of top of wall lateral support (min.) = A15 Light- framed wall systems using flat strap bracing 12.00 ft. 1.403 0.484 D 12.00 ft. 12.00 ft. 12.00 ft. Output Site Coefficient Fa = 1.000 Site Coefficient Fv = 1.516 Sms = 1.403 Sml = 0.734 Sds = 0.935 Sd1 = 0.489 Seismic Design Category (SDC) = D To = 0.105 Ts = 0.523 Ct = 0.02 Period = T = 0.129 Sa = 0.935 R= 4 Qo= 2 Cd = 3.5 IE = 1.5 Detailing Reference Section = 14.1 & 14.5 Cs calc. = 0.351 Cs max. = 1.422 Cs min. = 0.010 Cs use = 0.351 Vu design = 0.351 V design = 0.246 Ev = Bearing Wall 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. roof high point (minimum parapet) roof low point (maximum parapet) W = Building weight (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 02Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 seconds - Section12.8.2.1 (Eq. 12.8 -7) Cu = 1.4 Section 11.4.5 (Eq. 11.4-5)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm ,see.✓a7� y („f 12. 2. L Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9. Occupancy Importance Factor - Table 11.5 -1 Section 12.8.1.1 (Eq. 12.8 -2) Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) At strength level USD (Eq. 12.8 -1) *W Working (0.7*E ) ASD 0.187 *D = +1 -,2 Sds 0 (Eq. 12.4.4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.351 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) Fpu min.= 0.281 *wp (min. Section 12.10.1.1) Fpu max.= 0.561 *wp (max. Section 12.10.1.1) Fpu design = 0.351 *wp USD Fp design = 0.245 *wp ASD (0.7 *USD) EQ. 2/25/2010 ASCE7- 05Seismic NWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS c� 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # ./ / 0 , o PROJECT S - J /4J P i DATE 2-- L-'� /Q SUBJECT Z-419 72hRea) c if S %l2 s SHEET ri OF CJ L BY t/L • z Z-7-1_2- Q7 ± 'L 1- 2.06c)-14k: a 16,2: 2 2(0. Gbw + I (,.t \,T 2 a. 2 +6 (42.9) s 0, (n" ,z ELC ucf ‘72uk% VL 2 !D 4 .L4.6 S. N 0/A6 6, ¢ K C 4`01) 5 ate 1) !L. L- 1 S7n z 6- Y6.S� 7 /a As 2. /3.9- a9(55) (3) ' = 6, 2 6 3 /2.'a e 0 ( o. �f (.0, 00)(56) z 1,39 k(1 6,'I (6,>) z - Jr 13.3(1)6 z} (1i) /c. • s, e . --*d@D 3,3" Srgile lG7ux5- " a t/v' 7. �S /47- ss S C 9- " ) www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: '�OY.VF.VffF�fFFif ENGINEERS NORTHWEST INC., PS Daniel Lake Page: Project: Sub - Project I Pos. No.: Date: PROFIS Anchor 2.0.4 1 SDC -5 INTERNAP PHASE III 2/25/2010 Specifiers comments: DIAG STRAP ANCHOR 1. Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report:: Issued I Valid: Proof: Stand -off installation: Anchor plate: Profile Base material: Installation: Reinforcement: Geometry [in.] HIT -RE 500-SD + HAS B7, 6/8 hef„y = 6.909 in. (h e = 8.500 in.) ASTM A 193 Grade B7 ESR 2322 11/1/2007 - design method ACI 318 / AC308 e, = 0.000 in. (no stand -off); t = 0.500 in. Custom; f* = 35998 psi; Ix x ly x t = 4.000 x 15.000 x 0.500 in. (Recommended plate thickness: not calculated) no profile cracked concrete , 4000, = 4000 psi; h = 10.000 in., Temp. short/long: 32/32 °F hammer drilled hole, installation condition: dry condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Loading [Ib, in. -lb] Goveming loads N =4710 M= 0.000 V, = 7850 My= 0.000 V, =0 M, = 0.000 t =0.500 h,„=6.909 Goveming Toads (Load case 1) 4710 F/ CO) N V, VY M, M„ M, 7850 0.000 0.000 0.000 Eccentricity (structural section) [in.] e, = 0.000; e, = 0.000 Seismic Toads (cracked concrete assumed; categories C, D, E, or F): yes Input data and results must be checked for agreement with the existing conditions and for plausibilrtyl PROFIS Anchor ( c ) 2003-2009 Hitti AG, FL -9494 Schaan Hint is a registered Trademark of Hia AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: �� F« fF.r Ffifii �.� }XFfFa'f.GYM: iFFFFFff.� Y�?l�llf! �R PROFIS Anchor 2.0.4 ENGINEERS NORTHWEST INC., PS Daniel Lake Page: 2 Project: SDC - 5 Sub - Project 1 Pos. No.: INTER NAP PHASE III Date: 2/25/2010 2. Load case /Resulting anchor forces Load case (governing): Anchor reactions [lb] Tension force: ( +Tension, - Compression) Anchor Tension force Shear force Shear force x Shear force y 2 2356 3925 0 3925 2356 3925 0 3925 max. concrete compressive strain [%o]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x ')= (0.000 /0.000) [lb]: 4710 resulting compression force in (x/y) =(0/0) [lb]: 0 3. Tension Toad Proof Load N. pi Capacity +Nn pbJ Utilization 13r, [ %] = RAN. Steel Strength* 2355 Bond Strength` 4710 Concrete Breakout Strength" 4710 * most unfavorable anchor **anchor group (anchors in tension) Steel Strength N. [lb] 4, 15891 7414 13651 +N. [lb] N. [lb] 28250 0.750 0.750 15891 2355 Bond Strength A, fine] ANOO fine] 15 64 35 Salve [in.] cn,„ [in.] c [in.] cen [in.] 367.28 230.61 15.186 7.593 393.701 15.817 kcc tk* r2wo [psi] Knr t„A [psi) twerp [Psi) Wg.Nao Wyrm Status OK OK OK 17 2140 1.00 1045 1439 1.158 1.036 e<u+ [in.] W«tNs eat [in.] Wea.N, Worm WonNa 0.000 1.000 0.000 1.000 1.000 1.000 N, [lb] 4, aNno [lb] N. [lb] 14176 0.650 0.750 0.650 7414 4710 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003 -2009 Hilt AG, FL -9494 Schaan Hittl Is a registered Trademark of HIM AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: ?iii• " / /•� =ar PROFIS Anchor 2.0.4 ENGINEERS NORTHWEST INC., PS Daniel Lake Page: 3 Project: SDC - 5 Sub - Project I Pos. No.: INTERNAP PHASE III Date: 2/25/2010 Concrete Breakout Strength AN [re] A m [in2] c [in.] c, [in.] 616.11 429.58 393.701 15.817 ec1N [in.] wec1.N ea [in.] Woc N wed.N WW1 ka 0.000 1.000 0.000 1.000 1.000 1.000 17.000 Nb Pb] Osoisrric 4,N,,,5 [lb] N.e [lb] 19524 0.650 0.750 13651 4710 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003 -2009 Hitt) AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: \( (/- ll.`! �fiS' S f•FR,,x F, f.?Y. +ff , PROFIS Anchor 2.0.4 ENGINEERS NORTHWEST INC., PS Daniel Lake -I- Page: 4 Project: SDC - 5 Sub - Project I Pos. No.: INTERNAP PHASE III Date: 2/25 /2010 4. Shear Toad Proof Load V. [Ib] Capacity 4,V,, [Ib] Utilization RV [ %] = Vie /4V. Status Steel Strength* 3925 5784 68 OK Sfee! failure (with lever N/A N/A N/A N/A Pryout Strength ** 7850 15969 49 OK Concrete edge failure in direction ** N/A N/A N/A N/A * most unfavorable anchor **anchor group (relevant anchors) Steel Strength V. [Ib] +.eamic 4V.a[Ib] V. [Ib] 11865 0.650 0.750 5784 3925 Pryout Strength (bond relevant) A,. [n21 A0 Cn1 sara [in.] c r+. [in.] c [in.] c. [in.] 367.28 230.61 15.186 7.593 9988.000 15.817 kip TwmQaSOO [Psi] Kay 'rd... [Psi] T [psi] WOW Wore, 17.000 2140 1.00 1045 1439 1.158 1.036 o.,.v [in.] W..,w eav [in.] Weave Warm W.aNa kw 0.000 1.000 0.000 1.000 1.000 1.000 2.000 Nm [Ib] 41aesmic aN,aeia aVac [Ib] V. [Ib] 14176 0.700 0.750 0.650 15969 7850 5. Combined tension and shear Toads RN = Nn Rv = Vo / +Ve Utilization RNV [ %] Status 0.635 0.679 5/3 99 OK No/ = RN +Rv< =1 6. Allowable Stress Design (Refer to ICC-ES Evaluation Service Report) single anchor relevant (tension); relevant to a single anchor (shear) Reference for Toad including seismic Tension [Ib] Shear [Ib] excluding seismic including seismic excluding seismic ACI318 Section D.4.4 7414 - 5784 ACI318 Section D.4.5 - 7414 5784 Rya, =Rd /a T/Tmddrsn + VN.awASO <= 1.2 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROMS Anchor ( c ) 2003-2009 Hiiti AG, FL -9494 Schaan Hiltl is a registered Trademark of Hie AG, Schaan www.hilti.us Company Specifier. Address: Phone I Fax: E -Mail: f�Y!!�•' %fJM: +f l: f!//.: fffiY /Yf.. %fF //!f si�f. r� +YFf.¢}' Ffff�iyfiiY{/ff {,flliYFi }rifJffiFflf PROFIS Anchor 2.0.4 ENGINEERS NORTHWEST INC., PS Daniel Lake Page: Project: SDC - 5 Sub - Project I Pos. No.: INTERNAP PHASE III Date: 2/25 /2010 5 7. Proof of the transmission of the anchor Toads to the supports Transmission of the anchor loads into the concrete Checking the transfer of loads into the base is required in accordance with ACI3181 Shear resistance of base material Shear resistance of the base material must be checked according to relevant approval or standard! 8. Warnings Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions The present version of the software does not account for special design provisions for overhead applications. Refer to related approval (e.g. section 4.1.1 of the ICC -ESR 2322) for details. IBC 2006, Section 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318-0 Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318-D section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hitt] AG, FL -9494 Schaan Hitti is a registered Trademark of HIS AG, Schaan Gott' www.hilti.us Company: ENGINEERS NORTHWEST INC., PS Specifier: Daniel Lake Address: Phone I Fax: - I - E -Mail: TYC +��F f`� f1f +' i'1 %�fif /!! + +if +iff. f %if.? fFi % /flf• Page: Project: Sub - Project I Pos. No.: Date: PROFIS Anchor 2.0.4 6 SDC -5 INTERNAP PHASE III 2/25/2010 9. Installation data Anchor plate, steel: Custom; f = 35998 psi Profile: no profile Hole diameter in the fixture: dr = 0.688 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Anchor type and diameter: HIT -RE 500 -SD + HAS B7, 5/8 Installation torque: 720.000 in.-lb Hole diameter in the base material: 0.750 in. Hole depth in the base material: 6.909 in. Minimum thickness of the base material: 8.409 in. y 2.0000 2.0000 2.0000 1 2.0000 Coordinates Anchor [in.) Anchor x y c. c,x ci, c,h, 1 0.000 -4.500 9998 .000 9998.000 9997.000 9997.000 2 0.000 4. 500 9998 .000 9998.000 9988.000 9988.000 x Input data and result must be chedced for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hitti AG, FL -9494 Schaan Hilt is a registered Trademark of HMI AG, Schaan O 0 0 0 0 o 2 8 S 1: O 0 0 0 1 I 3.0000 l 2.0000 2.0000 2.0000 1 2.0000 Coordinates Anchor [in.) Anchor x y c. c,x ci, c,h, 1 0.000 -4.500 9998 .000 9998.000 9997.000 9997.000 2 0.000 4. 500 9998 .000 9998.000 9988.000 9988.000 x Input data and result must be chedced for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hitti AG, FL -9494 Schaan Hilt is a registered Trademark of HMI AG, Schaan •ENW PROJECT # SUBJECT ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 12c OIf° PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 SOc- Alli1444# /V.2j F ikki C / A /Art C cs_9 zB (/S) t &(ic) z Zyv ('Glz- /AAA_ Z (- z 28v /rte DATE 2 -Z. `0 SHEET �C OF C%L BY Zo a q (z -j) (. 9 3 s) 8.3 (flt z- 3,23 k (c1Lt-) (A? MS 5)($ z.93 2�8 0 to 2), . gif , 2,9 a rn� Company Designer Job Number I o Global : Engineers Northwest Inc., PS Daniel Lake 99136040 SDC - 5 intemap phase III Feb 25, 2010 1 I L 6:08 PM Checked By: Display Sections for Member Calcs 20 Max Internal Sett ors for Member Calcs 39 Include Shear Deformation Yes Include >:Warping No Area Load Mesh (in "2) 144 Merge: Tolerance (in) 2 P -Delta Analysis Tolerance 0.50% Vertical Axis Hot Rolled Steel Code AISC : ASD 13th Cold Fomted Steel Coder Wood Code Wood Temperature AISI 01: ASD NDS 2005: ASD 100F.... Concrete Code ACI 2005 Masonry ; Code MSJC 05 /I15G 06 ASD Number of Shear Regions 4 Region Spacing :Increment (in): Biaxial Column Method tai }i3me "beta Fac�tor.(PCA) Exact Integration Concrete Stress Block Use Cracked .Sections Rectangular Yes Bad Framing Wamings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label 1 .� Ni m. _ _ . — .. ._., 11154 a 0 s. 0 -a• 0 2 A572 Gr.50 ... 29000 11154 N2 :: 0.......... 20 ... ... .. 0 . .:: 11154 Member Primary Data Label I Joint J Joint 1 i M1 N1 1 N2 1 K Joint Rotate(deg) Section/Shape Type Column Column Hot Rolled Steel Section Sets Design List Material Design Rules SquareTube A500 Gr.46 Typical Label Shape Type Design List 1 Column HSS5X5X4 Column SquareTube Material Design Rules A [in2] A500 Gr.46 Typical 4.295 lyy [in4] Izz [in4] 15.997 15.997 J [in4] 25.772 Hot Rolled Steel Properties Label • 1 A36 Gr.36 .. -_ -, 29000 — .. ._., 11154 .... .3 , ...au . t,..—.., , i .65 uci wnyIR/1[ vJ .49 11CR]lRb11 36 2 A572 Gr.50 ... 29000 11154 3 .65 .: 49 3 A992 29000 11154 .3 .65 .49 50 4 :.. A500 Gr.42 29000 11154 .3 .65 .49 42 ' 5 A500 Gr.46 29000 11154 .3 .65 .49 46 RISA -3D Version 8.1.0 [Q:\...1...1... \CALC'S \out of plane supports for Attenuators.r3d] Page 1 • Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number : 99136040 SDC - 5 internap phase III Feb 25, 2010 6:08 PM Checked By: Hot Rolled Steel Design Parameters Label Shape Length... Lbyy[ft] Lbzz[ft] Lcomp to... Lcomp bo... Kyy 1 M1 Column 20 Joint Boundary Conditions Kzz Cm -yy Cm -zz Cb swa z sway, Function Lateral Joint Label X [Win Yfk/iin 1 N1 Reaction Reaction Reaction 1 Reaction 2 1 N2 ` - Reaction Reaction Basic Load Cases BLC Description 1 dl Live toad . Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... None -1 1 None 3 seismic None 1 Member Point Loads (BLC 1 : dl) 1I Member Label M1 Direction Magnitude[k, k -ft] Location[ft,%] Y -6 12 OMember Point Loads (BLC 2 : Live load) Member Label Direction Magnitude[k, k -ft] 1 M1 Y -2.3 Location[ft,%1 12 Member Point Loads (BLC 3 : seismic) Member Label Direction 1 M1 X Magnitude[k,k -ft] 3.23 Location[ft, %] 12 Load Combinations Description Solve PD... SRS 1 dI +II Yes Y 1 1 2 1 2 . dI+ 7(il4-seis) : Yes : Y 1 1 ; 2. 7;... 3 7 3 dl +seis Yes Y 1 1 3 1 Envelope AISC 13th ASD Steel Code Checks Member Shape M1 HSS5X5X4 Code Check Loc[..LC Shear.. Loc[..DirLC Pnc/o... Pnt/om...Mnyy /o...Mnzz/o...Cb Eqn .932 -3 .059 12.1.. 3 41.743 118.293 17.425 17.425 Envelope Member Section Deflections 1.1H1 -lb Member Sec 1 M1 1 max x [in] LC y [in] LC z [in] LC x Rotate [r... LC In) Uy Ratio LC (n) Uz Ratio LC 0 1 0 1 0 1 5 3 min max min 1 3 1' 1 3 0 1 NC 1 NC 1 NC _> . NC 848:794 NC: NC NC max 0 3 0 1 0 1 0 1 NC 1 NC 1 RISA -3D Version 8.1.0 [Q : \... \... \... \CALC'S \out of plane supports for Attenuators.r3d] Page 2 Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number : 99136040 SDC - 5 intemap phase!!! Feb 25, 2010 IR /cai 6:08 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec min x [n], LC ... ,y jini LC z [inl LC x Rotate [r... LC In) Uy Ratio LC fn) Uz Ratio LC =:56 3 -.001 428:652: NC 7 4 max -.001 3 0 0 1 0 NC NC 1 min - .002 -.826. 3 290.624 NC 9 5 max -.002 3 O 1 0 1 0 1 NC 1 NC 1 min -003. 1:075. 223.28 :.3 NC` 11 6 max -.002 3 O 1 0 1 0 1 NC 1 NC 1 12' min -.003 -1.302 3 184.402 NC 13 7 max -.003 3 0 0 1 0 1 NC 1 NC 1 -0 -1.5. 0 0.. ;... '159,993 15 8 max -.003 3 O 1 0 1 0 1 NC 1 NC 1 16 min .:005 -1:665 3 1.44.149. . NC 17 9 max -.004 3 0 1 0 1 0 1 NC 1 NC 1 18 min -:005 »1.741 134.039'` 19 10 max -.004 3 0 1 1 0 1 NC 1 NC 1 -1.871 3 128.259' NC 21 11 max -.005 3 0 1 0 0 1 NC NC 1 22. min -1.901 126.225:: c 23 12 max -.005 3 0 1 0 1 0 NC 1 NC 1 min 1 -1875 3 >1< 127.973 25 13 max -.006 3 0 0 1 0 1 NC 1 NC 1 27 min :008 1788 3 134.214 NC 14 max -.006 3 0 1 0 1 0 1 NC 1 NC 1 min :008' :1:46.146` 29 30 15 max min -.007 .00� 3 0 - 1:446.' 1 0 1 0 1 NC 1 NC 1 16&07:3. 31 16 max -.007 3 0 1 0 1 0 1 NC 1 NC 1 min .01' 1.207 198.331 3 33 17 max -.008 3 0 1 0 1 0 NC 1 NC 1 34.... min. -.01 -.935 0 256.75 3 NC 35 18 max -.008 3 0 1 0 1 0 1 NC 1 NC 1 min: -.637 0 ... :. 376.644:; 37 19 max -.009 3 0 1 0 1 0 1 NC 1 NC 1 min - .323 743:463 ist 39 40. 20 max -.009 min -012 3 0 0 0 NC NC NC Envelope Joint Reactions Joint 1 N1 max X [k] LC Y [k] LC Z [k] LC MX [k -ft] LC MY [k -ft] LC MZ [k -ft] LC 0 1 8.592 1 0 1 0 1 0 1 0 1 min 3 N2 max 0 1 0 1 0 0 1 0 1 0 1 1 .938 5 Totals: max 0 1 8.592 1 0 1 min 3.23 • 6,292 Envelope Member Section Forces Member Sec Axial[kl LC y Shear[k] LC z Shear[k] LC Torque[k -ft] LC y- 1 M1 1 max 8.592 1 1.292 3 0 1 0 1 0 1 0 1 2 min 6:292: 3 0 1 0:... 1 0. 1 0 1 0 1 3 2 max 8.577 1 1.292 3 0 1 0 1 0 1 0 1 RISA -3D Version 8.1.0 [Q: \... \... \... \CALC'S \out of plane supports for Attenuators.r3d] Page 3 Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number : 99136040 SDC - 5 internap phase III Feb 25, 2010 ' yf G`r L 6:08 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shearjkj , LC z Shear[k1 LC Torque[k -ftj LC y-y Momen... LC z -z Momen... LC min 6.277 -1.36 3,, 5 3 max 8.562 1 1.292 3 0 1 0 1 0 1 0 1 min 6.262. 3 1 1 2.72- 3 7 4 max 8.546 1 1.292 3 0 1 0 1 0 1 0 1 9 min 6.246 1 5 max 8.531 1 1.292 3 0 1 0 1 0 1 0 1 0 min 6.231 0 1 -5.44 11 6 max 8.515 1 1.292 3 0 1 0 1 0 1 0 1 12 min 6.215 13 7 max 8.5 1 1.292 3 0 1 0 1 0 1 0 1 14 15 16: min max 6.2 . 0:_... 0 8.485 1.292 0 1 0 0 -8.16 3 0 1 min 6.185 0 17 18; 9 max min: 8.469 1 1.292 3 0 1 0 1 0 1 -9.52 0 1 6169 - 10.88:: 19 10 20 max min 21 11 max 8.454 6154 8.438 1.292 0 1.292 3 0 0 1 0 3 0 0 12.24: 3: 0 1 23 min 6.138 0 -13. 12 max 8.423 1 1.292 3 0 1 0 1 0 1 0 1 24 25 min ::6.123 3 13 max 2 .108 -14.96 3 0 1 27 .min .10 -1:938 3 1428 14 28 max min .092 0 0 0 0 .092 1.938 0 - 12.24:` 29 15 max .077 2 0 1 1 0 1 0 0 1 min .077 31 16 max .062 1 0 1 0 1 0 1 0 1 10.2 - 0 1 33 17 min .062 - 1.938: 6 -8.16 3 max .046 2 0 1 0 1 0 1 0 1 0 1 min 046 35 18 max min .031 2 0 0 1 0 1 0 1 »6.12: 0 1 .031 -1.938 37 19 38 39 max .015 0 0 1 0 :015 -1:938 0 -4.08 3 0 1 -2.04 3: 20 max 0 1 0 1 0 1 0 1 0 1 0 min -1.938 RISA -3D Version 8.1.0 [Q: \... \... \... \CALC'S \out of plane supports for Attenuators.r3d] Page 4 . 0— ngineers Northwest Inc., . Daniel Lake 99136040 SDC - 5 internap phase III Feb 26, 2010 at 11:29 AM header for attenuator.r3d Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number 99136040 SDC - 5 intemap phase III zo /mil 6 Feb 26, 2010 11:29 AM Checked By: Global Display Sections for Member Calcs Max Internal :Sections for Member Calcs 20 39 Include Shear Deformation Yes nc,#ude >Warping. No Area Load Mesh (inA2) 144 Merge- Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Vertical Axis Hot Rolled Steel Code AISC : ASD 13th Cold Formed Steel Code AIBI 01: ASD Wood Code NDS 2005: ASD Wood Temperature < .100F. Concrete Code ACI 2005 Masonry Code MSJC 05 /IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment; (in) Biaxial Column Method Partial eta: Factor (PCA) Exact Integration .65;< Concrete Stress Block Rectangular Use Cracked.: Sections Yes Bad Framing Wamings No • Unused: Force Warnings Yes Joint Coordinates and Temperatures Label X [ft] N1 N2 Y [ft] Z [ft] Temp [F] Detach From Diap... 0 p:: 0 12: 0 N3 0 20 0 0 N4 5 N5 8 12 0 0 N6 20 0::. Member Primary Data Label I Joint J Joint 1 M1 N1 N2 SquareTube A500 Gr.46 Typical Column Column SquareTube A500 Gr.46 Typical 2 : M2 • N2 N3 ; :. Tsypical ... 4.295' Column Column SquareTube A500 Gr:46 Typical Typical 3 M3 N4 N5 Column Column SquareTube A500 Gr.46 4 M4 - NS.; N6 � `:. Column : Column Beam SquareTube A500 Gr.46 Tube 1A500 Gr.46 Typical .. Typical 5 M5 N2 N5 beam Hot Rolled Steel Section Sets Label Shape Material 1,7 rinAl 1 Column HSS5X5X5 Column SquareTube A500 Gr.46 Typical 5.257 19.014 19.014 31.147 2 beam HSS5X5X4 < Beam Tube ' =A500 Gr.46 ; :. Tsypical ... 4.295' 15:997:. 15 997. . 25.772 RISA -3D Version 8.1.0 [Q: \... \...\99136040 - Internap Phase 11l \CALC'S \header for attenuator.r3d] Page 1 Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number : 99136040 SDC - 5 internap phase III Feb 26, 2010 'Nket t 11:29 AM Checked By: Hot Rolled Steel Properties Label E [ks A 1 A36 Gr.36 29000 11154 .3 .65 .49 Reaction 36 2 A572 Gr:50 : 29000 11.154 3 _65 : ` :49. :; ' 50 3 A992 29000 11154 .3 .65 .49 Reaction 50 4. A500. Gr:42 29000 11154. . 3- , .. :65 :49 Column 12 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Design Parameters Label Shape Length... Lb Kvv 1 M1 Column 12 Reaction Reaction - Reaction v.ou.uu lcu 1 — - ...,L -... __ ,. , ....1� ...a .,..,.�... Lateral 2 ifli2 Column $ :> :....:. . Reaction Reaction Reaction None Reaction 2 N6 :.: Reacflon :: Lateral 3 M3 Column 12 ....::.. Lateral 4 11114 Column $ Lateral 5 M5 beam 8 Lateral Joint Boundary Conditions Joint Label X [k/iin Basic Load Cases BLC Description 1 1 N1 Reaction Reaction Reaction ........ Reaction v.ou.uu lcu 1 rota \IVIO... ♦DUI la1..t7 (... ... ;Reaction. .... Reaction _x .. 3 N4 Reaction Reaction Reaction None Reaction 2 N6 :.: Reacflon :: .... Reaction Basic Load Cases BLC Description 1 dl — L _ _ —. , -1 ,.. ........ . vin v.ou.uu lcu 1 rota \IVIO... ♦DUI la1..t7 (... 2:;;... Live load None :: :; :.........: . 3 seismic None 2 Joint Loads and Enforced Displacements (BLC 3 • seismic) Joint La 1 N2 — L ..,. ...... Z maw. uwuco k n, n-11.) ‘u1,1■u /, \R b--Ot.. 3.23 NS Member Distributed Loads (BLC 1 : dl) Member Label 1 M5 Direction Start Magnitude[k/ft,... End Magnitude[k/ft,d... Start Location[ft, %] End Location[ft, %1 0 1 0 Y -.74 Member Distributed Loads (BLC 2 : Live load) -.74 Member Label Direction 1 I M5 1 Y Start Magnitude[kl t,... End Mapnitude[k/ft,d... Start Location[ft, %1 End Location[ft, %] -.28 1 0 1 0 -.28 RISA -3D Version 8.1.0 [Q: \... \... \99136040 - Internap Phase III\CALC'S \header for attenuator.r3d] Page 2 Company : Engineers Northwest Inc., PS Designer : Daniel Lake 40 Job Number : 99136040 Load Combinations SDC - 5 internap phase 111 Feb 26, 2010 1-1.1661,1) 1/:29 AM Checked By: • BLC Factor BLC Factor 1 d1+11 YesY %/v.,. se. "vv.. .825 ...--,..-- 12 1 1 2 1 _ _ 3 98.47 144.807 21 21 1.. H1-1b 2 M2 HSS5X5X5 ' 0 2 dt+.701+seisl Yes Y 3 1 1 2 7 - 3 .7 3 , M3 HSS5X5X5 . 12 3 .033 0 z 3 3 dl+seis Yes Y 1.. 1 1 M4 HSS5X5X5 3 1 3 050 0 z 3 121.998 1441307 21 21 1 Envelope MSC 13th ASD Steel Code Checks lo...Mnzz/o...Cb E n 1 WM 1 I Wel M1 .71 IOW" HSS5X5X5 %/v.,. se. "vv.. .825 ...--,..-- 12 3 ----...___,.._ .033 0 z _ _ 3 98.47 144.807 21 21 1.. H1-1b 2 M2 HSS5X5X5 ' 0 3 .050 - 0, z 3 12199B144807 21 - 21 1 H1,-1b 3 , M3 HSS5X5X5 .838 .825 12 3 .033 0 z 3 98.47 144.807 21 21 1.. H1-1b 4 M4 HSS5X5X5 .838 0 3 050 0 z 3 121.998 1441307 21 21 1 H1-1b 5 M5 HSS5X5X4 .239 4 1 .125 0 y 1 100.157 118.293 17.425 17.425 1.. H1-1b Envelope Member Section Deflections 1 Member Sec M1 1 max x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC n) Uz Ratio LC 0 1 0 1 0 1- 0 1 NC 1 NC 1 2 1 0 1 NC 1 2 max 0 3 .007 1 .146 3 0 1 NC 1 2310.236 3 4- 5 min 3 max 0 •1 005 3 .013 1 • 3 NC ...1 1 .291 3 0 1 NC 1 1164.825 3 min 1 • 1 4 max 0 3 .019 .434 3 0 1 7521.108 1 787.58 rnin 0 1 014 1 •-3- 9 5 max 0 3 .025 1 .574 3 0 1 5755.283 1 602.67 :10 11 6 12 13 7 min max min. max -.001-. .01:8 0 1 0 1 7890.786 3 NC -.001 .03 .709 3 0 1 4727.554 1 495.051 1 3 1 3 1 3 ..001- 1 022 3 1 6481.11 3 NC -.001 3 .035 1 .84 3 0 4072.969 1 426.505 k 14 15 . . 8 min max - 002 1 026 3 0 1 558410 3 NC -.001 3 .04 .964 3 1 16 17 nlin -.002 1 .029 0 1 3636.58 4985.936 1 380.808 NC 9 max -.002 3 .043 1.081 0 1 3342.715 1 350.036 18 19 Min 1 .031 3 .0 1 0 1 4583.032- 3 10 max -.002 3 .046 1 1.19 3 0 1 3151.702 1 330.034 20 21 min -.002 1 033 3 0 0 1 4321..144 3 NC 11 max -.002 3 .047 1 1.289 0 1 3043.023 1 318.653 23 min -.003 .035 3 0 0 1 • 4172.139 3 12 max -.002 3 .048 1 1.378 0 1 3008.443 1 315.032 Min -.003 0 .4124129 3 25 13 max -.002 min -.003 3 .047 1 I. .034 3- 1.455 3 1 1 3050.035 81,753- 1 319.387 3 NC 27 28 29 14 max -.003 min -.004 .045 1 1.52 3 1 .033 0 1- 1 3182.007 4362.694 1 3 333.207 NC 15 max -.003 3 .042 1 31 mitt -.004 .031 3 1.572 0 3 0 1 3438.221 1 360.037 1 0 4713:976 16 max -.003 ......... 33 17 mirt max .004 3 .037 1 .027 3 1.609 0 3 0 1 3893.279 1 407.689 6331:8.84 NC -.003 3 .031 1.63 3 0 1 35 18 Min max .022 0 -.003 .022 1.635 0 0 4727.554 6481.717 6488.799 1 495.051 3 1 NC 1. 3 1 3 1•.; 3 1 3 1, 3 1 3 1 3. 1 3 1 3 1 3 1 3 679.481 3 RISA-3D Version 8.1.0 [0:1...\...\99136040 - Intemap Phase III\CALC'S\header for attenuator.r3d] Page 3 Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number : 99136040 SDC - 5 internap phase III Feb 26, 2010 11:29 AM Checked By: Envelope Member Section Deflections (Continued) Member Sec x IinJ LC ..) Orli LC z [in] min -.005 :016 LC x Rotate Er... LC n) Uy Ratio LC {n) Uz Ratio LC NC i1 8896:474 37 19 max -.004 3 38 min: .005 .. .012 1 1.622 0 1 NC 1 1248.7761 3 .009 NC,, 39 20 max -.004 3 0 1.59 3 0 1 NC 1 0 NC 41 M2 1 max -.004 3 0 1 1.59 3 0 1 NC 1 43 min -:005. NC 2 max -.004 3 -.006 3 1.558 3 0 1 NC 3 44 45 min. -.005 -.008 0 3 max -.004 -.011 1.517 3 46 47 8 49 0 51 52 53 55 min -:005 1 4 max -.004 3 min 5 max -004 3 min 1 6 max -.004 3 min 7 max -004 3 min ., 8 max -.004 3 57 9 58 59 10 61 11 62 63 12 64 65 13 67 14 69 15 70 71 16 7 73 75 min max min: max min max min max min max min max min max Min max -:005: 1 -_005 • -.005 ,005 - .015 ... 1..... 0 1 8934.323 6516:405 -.015 1.468 3 0 1 6509.292 3 4747.666 -.018 3 1.412 3 0 1 5360.594 3 - .025 ' :. 1 0 1 3909.843 -.02 1.35 3 0 1 4734.031 3 -.028 ....: ;1 ::' 0 ...: 3452.848 -.022 3 1.28 3 0 1 4381.254 3 0... 3195.545 -.023 3 1.205 3 0 1 4199.543 3 -.005 -:031 3063.011 -.004 3 -.023 3 1.124 3 0 1 4142.277 3 005, -.004 2 1 0 3421 2,42 3 -.023 3 1.038 3 0 1 4189.889 3 30$5:969 -.004 3 -.022 3 .947 0 1 4339.528 3 -.005 -.03 3165.111 -.004 3 -.021 3 .852 3 0 1 4602.53 3 :005. - .029 3356.936 -.004 3 -.019 3 .754 3 0 1 5007.148 3 -.005 1 -.004 3 -.026 1! 0 1 0 3652.051 3 .652 3 0 1 5608.006 3 -.005 -.023 4090:297 -.004 3 -.015 3 :005 .548 3 0 6509.292 4747:666` -.004 3 -.012 3 .441 3 0 1 7924.356 3 -.005 1 min 17 max -.004 3 min 18 max -.004 3 -.005 -:017 5779:768 1.: -.009 .332 3 0 1 NC 3 - :013 7553:106 -.006 3 .222 3 0 1 NC 3 • 77 79 80 -:005 min „1 ....... ...... . 19 max -.004 3 Min 20 max min -.005 : -.005 09 -.003 3 .111 0 1 NC 3 -.004 0 NC -.004 3 0 1 0 1 0 1 NC 1 81 M3 1 max 0 0 1 NC NC 82 83 min 0 '0 :4. NC 2 max 0 3 -.005 3 .146 3 0 1 NC 3 85 min 3 max -:001 0 0 3 -.009 3 .291 3 0 1 NC 3 min =.013 1 NC 87 4 max 0 3 -.014 .434 3 0 NC 3 min 0:: >.. 1.1 1 0 .: '.... 1 0...:.. 7521108: NC 1 1 NC 1 3 C 11 NC 3 1873.1641 3 NC 1 1019.222 3 NC 1 742.576 1 3 NC::: 611.533 1 3 NC' 540.055 1 3 NC 499.811 1 3 NC.''j 479.081 1 3 NC 1:1 472.548 1 3 477.98 1 3 495.051 1 3 525.054 1 3 NC 571.212 1 3 NC 11.. 639.758 1 3 NC 742.576 ;.. NC 904.005 NC 1 1181.371 1 3 NC 1747.2371 3 3465.3541 3 NC NC 1 1 NC NC NC .1 2310.2361 3 1164.8251 3 NC 787.58 1 3 NC. RISA -3D Version 8.1.0 [Q: \... \... \99136040 - Internap Phase III \CALC'S\header for attenuator.r3d] Page 4 Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number : 99136040 SDC - 5 internap phase III Feb 26, 2010 11:29 AM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in) LC z [in] 89 5 max 0 3 -.018 3 .574 90 ... min - 001 1 -.025 .1 0 max min max max min max min 99 100 101 102 103 104 105 1.06 107 1.08 109 max min max min max min max min max -.001 -.001 -.001 -.002 -.001 -.002 -.002 -.002 -.002 -.002 -.002 -.003 -.002 -.003 -.002 -.003 -.003 -.004 -.003 LC x Rotate [r... LC n) Uy Ratio LC -.033 -.047 -.033 112 113 114 max min -.003 max rain 119 120 121 122 123 124 -.003 -.004 - .005.. -.027 -.037 -.022 - .031...: -.016 -.022. -.009 -.012 -.004 -.005 -.004 :005. max -.004 n) Uz Ratio LC 3 0 1 7890.786 3 602.67 3 1 .. 0 .. 1 5755.283 1 :.,,. NC 0 1 6481.717 3 495.051 4727.554 1 NC':. 0 1 5584.248 3 426.505 4072669' .964 © 0 0 0;, 1.081 1 1.289 0 0 1.378 0 0 ..:0 :..... 0.. 1.455 0 1.609 0 1 5337.884 3 407.689 0 ! ...... :1.. 3893.279...1. NC 1.63 0 1 6481.717 3 495051 0 0 1 4727.554..1 NC 0 1 0 635 I ..... ;;0 H648799 8 :.1 679.481 H 1.622 H 00 KM NC 1248.776 0 3 1.59 0 NC 3 NC 0 1 0 0 NC 1 NC 0 3 1.59 0 NC 3 NC 0 1 0 :... 0.: NC ::;::.1... NC. ;.::: .008 1 1.558 3 0 1 NC 1 1873.164 3 - min ` -005 1 :.:..006 ... 3 :::::0 1 0 1 NC 3 NC ..:::::1 4985.936 3 3636.58 1 4583.032 3 3342:715 1 4321.144 3151 ::702 4172.139 3043.023 4124.729 3008.443 4181.753 3050.035 4362.694 3182.007 4713.976 3438.221! 380.808 NC 350.036 NC 330.034 NC 318.653 NC 315.032 125 3 max -.004 3 .015 1 1.517 1.26 min -005 1: .011 3 0 1 6516.405 1 1019 222 3 8934:323 3 127 4 max -.004 3 .02 1 1.468 3 0 1 4747.666 1 742.576 128 min ... ::.: ....... - 00 :1 .015 3....:::: 0 :.. ;:1: ......... 129 5 max -.004 3 .025 1 1.412 3 130 min -:005 131 6 max -.004 3 .028 134.. min 135 136 137 10 -.004 3 .03 1 ::6509.292 3. NC..;:;:. 1 3909.843 1 611.533 3 ♦005... :1 .::022 max -.004 3 .031 min -.005 1 023 max min -.004 3 .032 -.005 1 -.004 3 .031 140 min max -.005 1 1.28 3 0 1 3195.545 1 499.811 3 3 . Q 1. 0 ..::.1.. 4381.254 3 NC . 1: 1 1.205 3 0 1 3063.011 1 479.081 3 3 0 1 0 1 4199.543 3 <. NC 1 1.124 1.038 1 3055.969 1 477.98 .023:.: -.004 3 .03 0 '1 1 .947 3 4189.889 3 " NC 1 0 1 3165.111 1 495.051 3 RISA -3D Version 8.1.0 [Q: \... \... \99136040 - Internap Phase III \CALC'S \header for attenuator.r3d] Page 5 ,s Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number : 99136040 SDC - 5 internap phase III Feb 26, 2010 11:29 AM Checked By: Envelope Member Section Deflections (Continued) Member Sec 142. min 143 12 max 144 min 145 13 max 146 min 147 14 max 148 min 149 15 max >150 :rain 151 16 max 152. min 153 17 max 154 ruin 155 18 max 156 min 157 19 max 158 min x [nl LC y (in] LC z rini -.005 1:.1 .022 3 j., ... _ 0 -.004 3 1 .029 :005 4::: i ::021. -.004 3 1 .026 1 1 .852 .754 »:005 1 j 019 3 ] .: ; 0.; -.004 3 1 .023 -.005 :017 -.004 3 1 .652 0 .02 1 I .548 .005:.. 1 1 :015 3 -.004 3 1 .017 1 -.005 .441 LC x Rotate fr... LC fin) Uy Ratio LC in) Uz Ratio LC NC ..:.. �.: 525.054 3 NC. 1 571.212 3 NC 1 639.758 3 3 3 3 3 3 0 4339.528 0 1 3356.936 1 0.. 4602.53: 0 1 3652.051 1 5007.148. 0 1 4090.297 1 5608:006 0 1 4747.666 #?. 1: 8509:292 0 1 5779.768 1 .012 3.1...... ::0' 1 : 0 ..... -.004 3 1 .013 1 1 .332 -.005 1 .009 3. j :: 0 -.004 3 I .009 -.005 -.004 3 .006 1 .222 .004 , 1 .. 00S :11 :1 :.::003 159 20 max ':160 min 161 M5 1 max 162: min 163 2 max 164 min 165 3 max 166. mill 167 4 max 168 min' 169 5 max 170 min 171 6 max 172 173 7 max 174 min 175 max 176. Min 177 9 max 178 min 179 10 max 1.80: min 181 11 max ;min . 183 12 max 184 mitt: 185 13 max 186 min 187 14 max 188:: mini -.004 3 -.005 1 0 3 0 -.004 -.005 0 3 1 -.011 0,, 1 3 3 :7924,356 0 1 7553.106 1 NC 0 1 NC 1 1. 0 3 0 1 i .. 0 3 1 1.59 3 1.59 3 -:015 1 .i . 0 3 1 -.02 3 1.59 0 1:; i.;.: -.027 0 3 1 -.028 3 3 1.59 3 NC: 0 NC 1 NC` 0 1 NC 1 0 .. 1.::: 0 1 NC 3 5:498e-3 3 NC 0 1 NC 3 742.576 NC 904.005 NC 1181.371 NC 1747.237 NC..; 3465.354 NC NC NC..; NC .... NC NC -5.498e-3 3 9673.0.471 0 1 - 5498e -3 3:: 0 1 5:498e -3. 3 0 3 1 -.037 3 1 1.59 3 0 1 o -.051 0 1... - 5.498e -3 3 0 3 1 -.045 3 1 'y:Ofi2 1.59 3 0 1 0 0 0 3 3 -.052 3 1.59 - 5498e43 : 3" 3 0 1 -:072 1. 0 1 5.498e -3 3: -.058 3 1.59 1 j - .079..._,,, 0 3 -.062 3 3 0 1 1.59 3 0 1 085.: :1 i 0. 1 - 5.498e -3: 3 0 0 1 0 1 -.064 3 =.088 -.064 8 3 1.59 1.59 3 3 -.062 3 1.59 3 0 1 5.498e -3 3. 6124.241 4466:822: 3901.855 2845886 2873.823 2096.073 2310.512 16435212 1975.524 1440:883. 1771.609 1292154 1653.344 1205.895: 1598.764 1166.086 3 3 1• 3 3 3 3 3 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 3 NC 3 0 1 1598.764 .498e -3 ` 3 1166 :086 0 1 ..-,085 1 1 0 1- 5.498e -3 3 0 1 I -.058 0 0 • 189 15 max • 190 min 191 16 max 192 min 193 17 max 194.. lain: 0 0 0 1 1 -.079 3 -.052 3 >l . :072 1 -.045 3 -:062 -.037 3 0 .:3' ` :051 0 -.028 1.59 1.59 3 0 1 - 5.498e -3 3' 3 0 1 1653.344 1205:895 1771.609 1292.154 1975.524 3 3 3 S498 . -3 : 1.59 3 0 1.59 1 -5.408e-3 : 3 3 0 1 1.59 - 5.498e -3 3. 3 0 1 _5498e4 1440':883: 2310.512 :1685;212: 2873.823 2996':073 3901.855 2845.886: 3 3 RISA -3D Version 8.1.0 [Q: \... \... \99136040 - Internap Phase III\CALC'S\header for attenuator.r3d] Page 6 Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number : 99136040 SDC - 5 internap phase III i 410 Envelope Member Section Deflections (Continued) Member Sec Feb 26, 2010 11:29 AM Checked By: 16/661(, x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 195 18 max 0 1 -.02 1.59 3 0 1 6124.241 3 NC 3 796;. 197 19 min max -.027 0 -.011 1.59 - 5.498e -3 0 4466.822 NC NC NC 198 mitt 0 3, - :015..., 0 5498e =3 9673.047 199 20 max 0 1 -.004 3 1.59 3 0 1 NC NC 3 200. min -.005 - 5.498e -3. NC Envelope Joint Reactions Joint X [k] LC Y [k] LC Z [k] LC MX [k -ft] LC MY [k -ft] LC MZ [k -ft] LC 1 N1 max .138 1 4.496 1 0 1 0 1 0 1 0 1 min: 3.376 -1.258 2:; N3 max -.225 3 0 1 0 1 0 1 0 1 0 1 min _:309 -t972 5 N4 max -.1 3 4.496 m -.138 1•. = 3.376- 1 0 1 0 1 0 1 0 1 -1:258 t2 7 N6 max .309 1 0 1 0 1 0 1 0 1 0 1 .................. min. .225 0 ... 1.972 0 Totals: max 0 1 8.992 1 0 1 10 min 6.752 3 -6.46 JEnveIoPe Member Section Forces Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC y -y Momen... LC z -z Momen... LC M1 max min 4.496 -.101 0 3.376 -.138 - 1:316" 0 ::0 ...: 0 0 3 2 max 4.485 1 -.101 3 0 1 0 1 0 1 .087 1 min 3:365 -.138 - -1.316 -.831 .063 5 3 max 4.474 1 -.101 3 0 1 0 1 0 1 .174 1 min 3:354:::' - :138, -1:316 - 1.662:. .127 4 max 4.462 1 -.101 3 0 0 1 0 1 .261 1 3.342 - .138 1:316 -2.493 .19 9 max 4.451 1 -.101 3 0 0 1 0 1 .348 10 min 3.331 -.138 -1:316 -3.324 11 6 max 4.44 -.101 3 0 1 0 1 0 1 .435 1 12 rain 3.32 =:138 1:316 4.155 .317 3 13 max 4.428 1 -.101 3 0 1 0 1 0 1 .522 1 14 min '3.308 -.138 •1:316 1 - 4:986: .381 ` 15 8 max 4.417 1 -.101 3 0 1 0 1 0 1 .609 1 16 -. min 3.297 - .138 - 1.318 - 5:817 444 ............. 17 9 max 4.406 1 -.101 3 0 1 0 1 0 1 .696 1 °1$ ►nisi: 3;266 3 -.138. -1.316 ;- :508 19 10 max 4.395 1 -.101 3 0 1 0 1 0 1 .783 2 min 3;275 -.138 ,1.318 -7.48 571: 3;`; 21 11 max 4.383 1 -.101 3 0 1 0 1 0 1 .87 1 min 3.263 .138 -1:316 0.: - 8.311 :635 3:: 23 12 max 4.372 1 -.101 3 0 1 0 1 0 1 .957 1 • `24' 1.316 0 9:142 :698 25 13 max 4.361 1 -.101 3 0 1 0 1 0 1 1.044 1 min 3.241:: - .138 -1.316 =9.973 -.762 27 14 max 4.349 -.101 3 0 1 0 1 0 1 1.131 1 min 3.229 -.138 1. - 1.316. - 10:804 825... RISA -3D Version 8.1.0 [Q:1..1..199136040 - Internap Phase III\CALC'S\header for attenuators3d] Page 7 Company Designer Job Number : Engineers Northwest Inc., PS : Daniel Lake 99136040 SDC - 5 internap phase III Feb 26, 2010 11:29 AM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial k LC Shea k LC z Shea k LC Tor•ue k -ft LC - Momen.. LC z -z Momen.. LC 29 30 31 33 ®fit m mTEN MEM iii /111111111E123 Q Om 0 133111/1111111111MIMEIK131 ©m 0 - ©. 0 MIMIIMMITM3 Q MEM 0 0© I� nuommiumms CM 0 Om 0 Q m 0 Q 0 Q MEI 0 11/11111111M1 IR MEN 0 MIII/KE1123 MI ®m 0 MEIMSIIMMI Q ®m 0 /w1123 Q mM 0 111/1/13 1E1 mom K11 MISIMEMIMI EM m 0 NE1111/11111/121 KM mM21 0 EZMIMI/1111001 0 IIM uC° Q GM 0 MIZIO Ell MEEI 0 :...:0 0 0GTE!!1 0 16 35 18 37 39 40 41 19 20 4.338 3.218 4.327 3.207 4.315 4.304 3.184.. 4.293 -.101 -.138 -.101 -.138 -.101 -.138 4.282 M2 3.162 .143 43 .136 45 47 48 49 51 .136 4 .128 :128 .121 6 .113 .105 53 55 57 58 59 60 61 62 63 65 67 68 69 71 105 8 9 .098 .098`. .09 ;09 .083 .083::;:: -.101 .138: KZ 0 uEl KM Q Q 0 Q 0 KM Q Q 0 KR t0 0 Q 0 Ell 0 0 KM Ell 0 KM 11 El 0 0 -.101 - 138:'. -.101 - :138 10 .075 _075 .068 .068 .06 .06 .053 .053 .045 16 .045 .038 .038 .03 73 .03 .023 75 77 78 79 81 M3 18 19 .023 .015 .015 .008 20 :008 0 4.496 -.225 -.309 -.225 - :309::: -.225 - .309 -.225 -.309 -.225 -.225 -.309 -.225 -.309 -.225 -.309 -.225 -.309 -.225 -.309 -.225 -.309 -.225 -.309 -.225 -.309 -.225 :309 -.225 -.309 -.225 ;309 -.225 .309:.., -.225 - :309 -.225 -.309 -.225 -.309 .138 0 -1.316 0 -1.316 0 - 1.316 0 - 1.316 0 ,.1:316 0 -1:316 1.974 1.974 1.974 v KM KO v 0 v 8 Ell KM 0 Ks 0 vKM KM El 0 0 KM 0 El KMi KM KM 131i 0 Ks 0 v v 0 0 0 0 1.974 1.974 1.974 1.974 1.974 1.974 1.974 1.974 1.974 1.974 1.974 1.974 1.974 1.974 1.974 0 1.974 1.974 0 0 0 0 0 0 - :11:635 12.466: 0 -13.297 0 1.218 .889 1.305 :952 1.392 1.016 0 0 0 0 0 O . . 0 0 0 0 0 Q .. 0 0 0 0 El 0 0 0 0 ME 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 15.79 0 1.5.79 0 14.959 0 14128 0 13:297 0 -12.46 0 -1 635:;. 0 - 10.804 0 -9.973 0 -9.142 1.479 1:079 1.566 1 >143 1.653 0 Q 0 Q MI Q 0 11 El II Q El Q 0 El 0 Q Q ElIKEERS11111 0 Q Q El O Q X1.55 .> El Q Q 182:: KM Ell El III iiiM Q Q Q EV Q Q t0 Q Q nmanno 0 KM nargun Q EI Q 0 0 Ell Q -:91 O Q 11311 KM 0 1111K1111110 KO O 0 KR 11311M911111111 KM 11 ..E O 0 III KM 1E11 Kil 0 0 Q Si KOMBMINKEINKS 0 0 Q,:O :0 0:..:0 0 0 0 1.206 -1.801 0 8.3'11 0 -7.48 0 -6.649 0 -5.817 0 4.986 0 -1.707 -2.34 -1.612 -1.517 2.08.. -1.422 -1.327 -1.232 -1.:89 -1.138 -1.56 -1.043 -.948 -.853 -.758 -1.04. -.664 -.569 -.78 -.474 65 0 3.324 0 - 2.493 -.379 -.284 -.39. 0 -.19 -1.662 0 0 -.26 -.095 0 0 0 RISA -3D Version 8.1.0 [Q: \...\... \99136040 - Internap Phase III\CALC'S\header for attenuator.r3d] Page 8 Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number : 99136040 SDC - 5 internap phase III Feb 26, 2010 11:29 AM Checked By: 21)/Gt1C Envelope Member Section Forces (Continued) Member Sec Axiallk] LC y Shear[k] LC z Shear[k] LC Torquejk -ft LC -y Momen.. LC z -z Momen.. LC 82 min 3.376 3 .101 3 -1.316 3 0 1 0.... 1 0 83 2 max 4.485 1 .138 1 0 1 0 1 0 1 -.063 3 84:. min 3.365 3 :101 3 ... -1.316 3 0 1 - :831.:: 3 - .087..: 1 85 3 max 4.474 1 .138 1 0 1 0 1 0 1 -.127 -1 :316 3 0 1 -1.662 -:174 . : : 3 :.....: min , :3:354.:.. � :3 :101 �� 3 87 4 max 4.462 1 .138 1 0 1 0 1 0 1 -.19 86 88 min 3.342 3 .101 3 -1.316 .; 0 1 2.493;; 89 5 max 4.451 1 .138 1 0 1 0 1 0 1 -.254 90. min 3.331. 3: ...101 3 .. -1.316 3 0 1 -3.324 3 348 ;;:: 1 91 6 max 4.44 1 .138 1 0 1 0 0 1 -.317 3 92 min 3:32 .. ;; a :- 1`.316 0 1 - 4.155 3 . -.435 4.428 0 0 0 1 -.381 .. min 3.308 � a •=1:396 0 4.986 3 ... :: -.522 95 max 4.417 0 0 0 1 -.444 • 3.297 .101 -1,318 3 0 -5.817 3. -.609 97 max 4.406 0 0 1 0 1 -.508 3 Min 3.286 ` :' 3 -1.316 0 . 1 .6.649 3 -.696 1 10 max 4.395 1 0 0 1 0 -.571 2 Min 3.275 3 -1.316 0 ..:.1 -7.48 !` 3 -.783 11 max 4.383 1 0 1 0 1 0 1 -.635 3 min 3.263 3 .101 3 -1.316 3 0 1: -8.311 -.87 1 1 max 4.372 .138 1 0 0 1 0 -.698 min 3.252 .1:01...'. -1.316 0 ..:: 1 - 9;142 ' : -.957 13 max 4.361 .138 1 0 0 1 0 -.762 3.241..;.:: 1:02. 3 -1.316 0 1 -9.973 -1.044 ` . 1 14 max 4.349 .138 1 0 0 1 0 -.825 3 Min 3.229 , 1`01. 3 -1.316 3 0 1 -10.804 -1.131 1 15 max 4.338 1 0 1 0 1 0 1 -.889 3 min 3.218 3 101. 3 -1.316 3 0 1 -11.635 -1 ,218 1 16 max 4.327 1 .138 1 0 1 0 1 0 1 -.952 3 min 3.207 .101 3.... -1 316 3 0 1 -12.466 -1.305 17 max 4.315 1 0 1 0 1 0 -1.016 3 min 3.195 101 3 -1.316 0. 1 - 13.297 -1.392 1 18 max 4.304 .138 1 0 0 1 0 1 -1.079 1 .100:: .. . a 116 rni 3.184 101 - 1.316 117 19 max 4.293 1 .138 118 min 3.173 3 .101 1 a max 4.282 1 .138 120: 3.162 3 .101 M4 max .143 .309 ::: .143 .225 123 2 max .136 1 .309 1.974 124 .min .136 I 225 3 0 - 1.316 0 -1:316 1.974 0 0 0 0` =14.128 0 14:959:: 0 15.7.9:::: 0 125 3 max .128 1 .309 1 1.974 3 126 min .128 .. ` 1::: .225 3 0 1 127 4 max .121 1 .309 1 1.974 3 128 mtn - .121 1 .225 3 .... 0 t 129 5 max .113 1 .309 1 1.974 3 130 : min 113 ...1 .225. 3 0 1 131 6 max .105 1 .309 1 1.974 3 132 min .105 1 .225 3 0 1 133 7 max .098 1 .309 1 1.974 3 134 :: > :........ <.min >:..098 >.. 1 225 , ,.3 0 -1 479 -1.143 - 1:566:;` -1.206 1.653::: 2.47 1:801 0 2.34 1 -1 4.959 1:.707: 0 1 2.21 0 1:.. - 14.128 ! 3 1:612 3 0 1 0 1 2.08 1 0 1.. - 13.297::, ! 3 .: 1::517 3 0 1 0 1 1.95 1 0 1 • - 12.466 3 ;1.422 0 1 0 1 1.82 0 .;1 • - 11.635 3 1.327 0 1 0 1 1.69 - 10.804... • : 3 ...1.232:.' RISA -3D Version 8.1.0 [Q: \... \... \99136040 - Intemap Phase III \CALC'S \header for attenuator.r3d] Page 9 4 1 0 Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number : 99136040 SDC - 5 internap phase III Feb 26, 2010 11:29 AM Checked By: Envelope Member Section Forces (Continued) Member Sec 135 max Axialfk] LC y Shearfk] LC z Shear[k] LC Torque[k -ftl LC y -y Momen... LC z -z Momen.. LC .09 .309 1 1.974 0 1 0 1.56 1 138 :. •min .09 .225 •9:973 1.138 137 9 max .083 1 .309 1.974 3 0 1 0 1 1.43 1 mtn :083 .225 X9.142 1.043` 139 10 max .075 1 .309 1 1.974 3 0 1 0 1 1.3 1 140`; 141 :142° 143 :944: min .075 5 1 1 - 8.31.1 11 max min .068 1 .309 1.974 .068 .225 0 1 0 1... -748 1.17 :853 145 „146; 147 ::1:48 149 q_56 151 152:. 153 ::154 155 12 13 max .06 1 .309 1 1.974 3 0 0 1 1.04 1 rain max .06 .225 3!! 6.649:" :758 .053 .309 1 1.974 0 1 0 1 .91 1 min .053 :225 0 - 5.81.7 3 .664 14 max .045 1 .309 1 1.974 3 0 1 0 1 .78 1 min .045 :225 • ::4.986 :569 15 max .038 .309 1 1.974 3 0 1 0 1 .65 1 min 038 5 3 0:... . 474 ...., 3 16 max min .03 .03' .309 1 1.974 .225 3 0 0 1 0 0 - 3.324. 1 37$ 3 17 max .023 1 .309 1 1.974 3 0 1 0 1 .39 1 min .023 .225 - 2:493 3 .284 18 max .015 1 .309 1 1.974 3 0 1 0 1 .26 1 :;:156 157 159 :160: 161 >162 163 .164 : 165 mm. 19 max .008 1 .309 1 1.974 3 0 1 0 .13 1 min 008 5 0 1 20 max 0 1 .309 1 1.974 3 0 1 0 1 :095 3 0 1 M5 mini max -.125 min' .171> 2 max -.125 225 3 4.138 1 3,018. 3 :: 3.703 1 0 1 0 1 0; 1;> 0 1 1 0 4.123 1 0 1 0 1 0 3.007:: 2.472 min - 171 2.7{(1 1.803 max -.125 3 3.267 1 0 1 0 1 0 1 1.005 1 166 167 169 max -.125 3 2.396 0 0 1 0 1 -1.006 3 :-970:: min - .171 2.383 .733 max inn -.125 3 2.832 1 0 1 0 1 0 1 -.203 3 -.171 2.065 0 1 -:279. min 1.748$ 0.'. 0 . 1 -1.379 1 171 6 max -.125 3 1.96 1 0 1 0 1 0 1 -1.675 172; 173 •.1:7.4 -• 175 _175. 177 `178. 179 180: 181 .182.. 183 84> 185 min -.171 1:43 max -.125 3 1.525 1 0 1 0 1 0 1 0 1 2.297 -2.21 3 min max -.171 ;:..1.112 .0. -.125 1.089 0 •min; - .171 94 ` - 3.03 1 -2.611 3 -3.58 1`:` max min -.125 .653 .171 :477.` 10 max -.125 3 .218 1 0 1 0 1 0 1 -2.879 -3.947 -3.013 3 min - .171 .159 11 max -.125 3 -.159 3 0 1 0 1 0 1 »4.131 -3.013 3 12 min 171; -.218 max Min -.125 - .171 3 -.477 3 0 1 0 1 0 1 4.131 -2.879 3 13 -.653 0 0 186 187 14 max min: max -.125 -.794 -.171 - 1089 -.125 -1.112 1 1 1 0 0 0 1 -2.611 3 3.58 1 - 2.21 3 RISA -3D Version 8.1.0 [Q:1...1...199136040 - Internap Phase IIIICALC'Slheader for attenuator.r3d] Page 10 Company : Engineers Northwest Inc., PS Designer : Daniel Lake Job Number 99136040 SDC - 5 internap phase III Feb 26, 2010 ,0/ 11:29 AM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial k LC Shear k LC z Shea k LC Tor ue k -ft LC v_v Momen... LC z -z Momen... LC 188:: miR - ;1.71- 1 -1 -:525 1 0 7M 07. 1 :: -3:03 1 15 189 <19 max -.125 3 -1.43 3 0 1 0 1 0 1 -1.675 3 191 min -.171 -1.96 0 -2.297 ••• 192 16 max min -.125 3 -1.748 - 2.396 3 0 1 0 1 0 1 -1.006 3 -.171 193 17 max -.125 -.171 3 -2.065 3 0 1 0 1 0 1 1.379:.1 -.203 3 min .832 195 96 18 max mire -.125 3 -2.383 3 0 1 0 1 0 1 .27g 1.005 1 - .171 -3.267 197 198: 19 max min -.125 -2.701 3 0 1 0 1 0 1 733 2.472 1 -171 -3:703 199 200 20 max min -.125 -3.018 1 0. 1:803 4.123 .171 4.138' 3.007 RISA -3D Version 8.1.0 [Q: \...\... \99136040 - Internap Phase III \CALC'S\header for attenuator.r3d1 Page 11 • ENGINEERS - NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N. E. (SUITE 205) SEATTLE, WA. 98115 SHEET 3 1 OF �Z L Rev. 1/3/00 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS 2001 Edition NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness Fu d = nominal screw diameter dw = the larger of the screw head or washer Designation Dia., d, in. ( in. ) ( ksi) min. #2 0.0860 25 ga. 0.0188 45 diameter, but not larger than 1/2 "(5/16 "MIN.) #3 0.0990 22 ga. 0.0283 45 FS = factor of safety = 3.0 #4 0.1120 20 ga. 0.0346 45 Pas = allowable shear force per screw #5 0.1250 18 ga. 0.0451 45 Pns = nominal shear strength per screw #6 0.1380 16 ga. 0.0566 65 Pat = allowable tension force per screw #7 0.1510 14 ga. 0.0713 65 Pnt= nominal tension strength per screw #8 0.1640 12 ga. 0.1017 65 Ppot= pull -out force per screw #10 0.1900 Pp.= pull -over force per screw # 12 0.2160 t, = thickness of member in contact 1/4 in. 0.2500 with the screw head NOTE:- t2= thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" with the screw head are not to be used. Fu, = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head be less than 1.25 P„s = 3.75 Pas. Fu2 = tensile strength of member not in 3.) The tested tension capacity of the screw shall not contact with the screw head be less than 1.25 Pnt = 3.75 Pat. E6.3 Shear E6.4 Tension Pas = P ns/3 Pat = P nt/3 For t2/t, < =1.0 Pas shall be taken as the smaller of Pat shall be taken as the smaller of Pas = 1.4 (t23 d)1 /2Fu2 Pull - Out Pas = 0.9 t, d Fu, Pat = 0.28312 d Fu2 Pas = 0.9 t2 d Fu2 Pull - over Pat = 0.5 ti cit. Fut For t2/t, > =2.5 Pas shall be taken as the smaller of Pas =0.9t, dFu, Pas = 0.9 12 d Fug For 1.0< t2/t, <2.5 Pas shall be determined by the linear interpolation between the above two cases scREWI GAUGE #12 d = 0.216 ALLOWABLE LOADS (lbs.) #10 d = 0.190 #8 d = 0.164 p SHEAR PULL-OUT SHEAR PULL -OUT SHEAR PULL-OUT #8 d = 0.138 SHEAR PULL -OUT 25 (18miI) 75 52 71 45 66 39 60 33 22 (27mi1) 139 78 131 68 121 59 111 50 20 (33mi1) 188 95 177 84 164 72 128 61 18 (43mi1) 280 124 263 109 240 94 128 79 18 (54mi1) 569 225 400 198 240 171 14 (68mi1) 600 283 400 249 240 215 128 128 144 181 12 (97mi1) 600 404 400 355 240 307 128 258 Min. Edge Dist. and o/c Spacing SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. 11/16 in. 9/16 in. 1/2 in. 7/16 in. Page 1 2/25/2010 SCREWS e- • OOu6<-v19 -L TT , Frx 0,4721 et), t, c41111 "-C Ott 61- /'pa it / ' Guc s ?- Gc./I-G1 ipezi 7l is /S A c l►JIy'u 0 F N/ ,,:An S c 674p Q CD I 9 I I I c � TT 1 1III. 1 1111111111111 111111111111 II(1 ([1 k' �# 3 N6\41 rvuvt-z LuOV/tES G'219 ELL- ��'rI/0J REIMBURSEMENT AUTHORIZATION AND APPROVAL TO CONDUCT INSPECTION ACTIVITIES DURING OFF HOURS Date: 9/ v Permit No. b v S� Requested by: � P4-Ai t I es Firm/Company: \-56 E�-S Project Name: ,��Ct-N Af PAC -1l. Project Address /Location: S3sC S. /Z ?L . Time of Off -Hours Construction Activity - Fr m: am/ To: am/pm Requested Date of Inspection: 7 13 1 Requested Time: Contact Name: ,›W Special Conditions for Consideration: ** Contractor will be charged a minimum of four (4) hours inspection time for any off -hours inspection work at $94.50 per hour. This is to be paid at time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on th above referenced project. A separate invoice will be issued for all inspection time in M tJ (L-YA IL Phone No. 2P(--0 - `i I i-n9 7 excess of four (4) hours. Signature: Print Name: neceveo fV OF TUKWILA litil ®92O1O pair OE EA Reviewed by: � Approved: Disapproved: Remarks: W:\Permit Center \Templates \Forms\After Hour Inspection Request.doc • itty of T • 6;'i Jim Haggerton, Mayor Department of Community Development March 25, 2010 Kathy Mclnvale 250 Williams St Suite M -100 Atlanta, GA 30303 RE: Correction Letter #1 Development Permit Application Number D10 -058 Internap Network Services — 3355 S 120 PI Jack Pace, Director Dear Ms. Mclnvale, This letter is to inform you of corrections that must be addressed before your development permit 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 and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Stacy MacGregor at 206 433 -7166 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) 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, Bill Rambo Permit Technician encl File No. D10 -058 W:\Permit Center \Correction Letters \2010\D10 -058 Correction Letter tt1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 11, 2010 Project Name: Internap Network Services Permit #: D10 -058 Plan Review: Allen Johannessen, Plans 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. In reference to sheet A -101 the full length wall between grids C & D is identified as two types of walls per the wall type reference keys; one indicated as a partition the other a one -hour wall. Please clarify the wall type, presumably a one -hour or two -hour wall. 2. While trying to follow the different reference keys for the wall details, some of the referenced details were missing or the key reference was confusing. One example was the sheet A -801 wall FB in detail Al, I could not find the detail for key Al /A -801 indicated at the top of the wall. The shaft wall (2 -hr fire rated) has no detail is not numbered for key number. Please check all details against the reference keys and provide any details missing or revise key references in the details as necessary. 3. The mechanical shafts shown shall be required to be two -hour wall construction to meet the Type IA construction. Shaft enclosures shall have a fire - resistance rating not less than the floor assembly penetrated but need not exceed 2 hours. Revise wall details or provide additional details on sheet A- 801 with the UL listings for two -hour shaft walls. (IBC Table 601& 707.4) 4. On sheet A -301, some of the key references refer to details that are not shown. Please check all key references to ensure they reference a plan detail or remove any that are not required. 5. Please provide specifications with details that meet ASCE standards for the new suspended ceiling. Identify type of perimeter supporting enclosure angle. Typically the width of the perimeter supporting closure angle shall be not less than 2.0 inches. For ceiling areas exceeding 2500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling shall be provided. Show location of seismic separation joints on the plan if applicable. (ASCE Standards 9.6.2.6.2.2.) 6. Show emergency lighting along path of egress on the reflective ceiling plan. Emergency egress lighting shall comply with egress illumination where emergency pathways have sufficient illumination to meet the 1 foot -candle requirement at the walking surface leading to the exit discharge doorways. (IBC Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: March 4, 2009 APPLICANT: Internap Network Services RE: D10 -058 ADDRESS: 3355 S 120th Place The plans as submitted are not approved. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206- 433 -7166. 1. When this property was developed, it went through design review. Criteria for design review approval includes; "Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view." Plan approval will require screening of the rooftop mechanicals. Show on plan. 2. If back -up generators are proposed, there use and location will be subject to the City of Tukwila's noise code, TMC 8.22. 'PEW • fix' : w }., PY' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -058 DATE: 04 -05 -10 PROJECT NAME: INTERNAP NETWORK SERVICES SITE ADDRESS: 3355 S 120 PL Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # EPARTMENTS: S c Building ivision Fire Prevention Public Works ❑ Structural Plann ng Division in Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04 -06-10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions DUE DATE: 05-04 -10 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 OPERMIT CooRD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -058 DATE: 03/01/10 PROJECT NAME: INTERNAP NETWORK SERVICES SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPA TMEN S: 1 41 uidi g /'vvisiLo�n. t1\1)1 c Wo'rKsis' ° 4 -r0 Fire Prevention Structural Sti" (ev oeJ 3 S -rU Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete xt- Comments: Incomplete U DUE DATE: 03/04/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route g REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/01/10 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: V_ I Departments issued corrections: Bldg Fire ❑ Pingj PW ❑ Staff Initials: 11(4. Documents/routing slip.doc 2 -28 -02 • • City of Tukwila Steven M. Mullet. Mayor 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 REVISION SUBMITTAL Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: April 05, 2010 Plan Check/Permit Number: D10-058 ❑ Response to Incomplete Letter # Response to Correction Letter # 1. ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Internap Network Services Project Address: 3355 S 120 P1 Contact Person: Bob Winfrey - Callison 206 -786 -5590 RECEIVED CITV OF TUKWILA APR 0 5 2010 PERMIT CENTE #1 - Extraneous tag removed - walls are NOT rated #2 - Missing and incorrect references corrected on sheets #3 - Shafts are actually enclosures. They do not penetrate the slab below. They run from the ACT to the raised floor and are part of the raised floor plenum air supply. Enclosures are topped with sheet metal ducting. 4. Sheet A -301 removed 5. Correct acoustical ceiling design category shown with detail for seismic joint and closure angle. 6. Life safety plan updated with notes on required lighting, lighting plan updated and included (RCP and E122). Sheet Number(s): A -000, A002, A -101,A -104, A -801, A -803 "Cloud" or highlight all areas of revision including Ire c Received at the City of Tukwila Permit Center by: '- Entered in Permits Plus on \applications \forms - applications on Iinc\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name B N Builders Inc UBI No. 602056687 Phone 2063823443 Status Active Address 2601 4Th Ave Ste 350 License No. BNBUII•990K3 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 5/23/2001 State Wa Expiration Date 9/12/2011 Zip 98121 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTESL913K1 Western States Logistix Llc Construction Contractor General Unused 5/8/2009 5/8/2011 Active PURODSI984JN Purodi Systems Inc Construction Contractor Plumbing Unused 6/19/2002 7/2/2010 Active BASTINB0000J Bastian Nielsen Builders Inc Construction Contractor General Unused 9/11/2000 9/7/2001 Archived Business Owner Information Name Role Effective Date Expiration Date Bastian, Brad President 05/23/2001 Bond Amount Nielsen, Jeff Vice President 05/23/2001 6642084 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 SAFECO INS CO OF AMERICA 6642084 06/02/2009 Until Cancelled $12,000.00 06/05/2009 4 HARTFORD FIRE INS 52BSBBK5617 01/01/2002 Until Cancelled 06/02/2009 $12,000.0012/04 /2001 3 TRAVELERS CAS & SURETY CO 103355900 08/30/2001 Until Cancelled 04/07/2009 $12,000.00 09/06 /2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 11 WAUSAU UNDERWRITERS INS. CO TBJZ91442966029 09/07/2009 09/07/2010 $1,000,000.0009 /03/2009 10 WAUSAU BUSINESS INS CO TBKZ91442966028 09/07/2008 09/07/2009 $1,000,000.0009 /05/2008 9 WAUSAU BUSINESS INS CO TBKZ91442966027 09/07/2007 09/07/2008 $1,000,000.0009 /05/2007 8 WAUSAU BUSINESS INS CO TBKZ91442966026 09/07/2006 09/07/2007 $1,000,000.0008 /31/2006 https://fortress.wa.gov/lni/bbip/Print.aspx 04/13/2010 INTERNAP DATA CENTER PHASEIII&IV INTERGATE EAST Permit Set REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: rj6fieChanical �-.rz IeCtriCaI I mbing a Gas Piping City of Tukwila BUILDING DIVISION FELE COPY Plan rePvieew rm apit p rNoo a l is t' sub%j0� to e Ors S an$ o missions. Approval of construction documents does not authorize tr violation of any adopted code or ordinance. Receipt 6 approve i Field Copy and t. • is acknowledged: By Date: ` � " I S I I V City Of liikwila BUILDING DIVISION Internap Data Center Phase III & IV 3355 South 120th Place Tukwila, WA 98168 Project Number: 209781.00 Permit Set February 26, 2010 PLANNING APPROVED No changes cart be mto these plans without approval from the Planning Division of DCD Approved By: � S M Date:, )4 PROFESSIONAL SERVICE CALL i•\ nrniwrie\ in+ umnn\ innn 4\.. a. It ......4 \..1..,..a. \,._..__:___o nA -nL _L, REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 3 2010 City of Tukwila BUILDING DIVISI " SON ptO -05S RECEIVED CITY OFTUKWILA MAR 01 2010 PERMIT CENTER 2 4 6 GENERAL DRAWING SYMBOLS RCP SYMBOLS ABBREVIATIONS _ 1 0 PROJECT DIRECTORY a 1u DRAWING INDEX XX XX XX OWNER INTERNAP NETWORK SERVICES 250 WILLIAMS ST. ATLANTA, GA TELE: (404) 302 -9700 (877) THE PNAP OWNER'S RUBICON PROFESSIONAL SERVICES MECH. RUBICON REP. 3350 RIVERWOOD PARKWAY 3350 RIVERWOOD PARKWAY SUITE 1900 SUITE 1900 ATLANTA, GA 30339 ATLANTA, GA 30339 TELE: (678) 627 -8198 TELE: (678) 627 -8198 FAX: (404) 521 -4173 FAX: (404) 521 -4173 ARCH. CALLISON, LLC ELEC. RUBICON 1420 5TH AVENUE, SUITE 2400 3350 RIVERWOOD PARKWAY SEATTLE, WA 98101 SUITE 1900 TELE: (206) 623 -4646 ATLANTA, GA 30339 FAX (206) 623 -4625 TELE: (678) 627 8198 FM: (404) 521 -4173 STRUCT. ENGINEERS NORTHWEST INC 6869 WOODLAWN AVENUE N.E. SEATTLE, WA. 98115 TELE: (206) 525 -7560 FAX: (206) 522 -6698 ARCHITECTURAL CEILING - MOUNTED 2'X2' FLUORESCENT LIGHT AC ASPHALTIC CONCRETE D NSIDE DIAMETER ACC ACCESSIBLE NCL NCLUDE, INCLUDING ACP ACOUSTICAL CEILING PANEL NFO NFORMATION ACST ACOUSTICAL NSUL NSULATE, INSULATION AD AREA DRAIN NT NTERIOR ADDM ADDENDUM WD NDIRECT WASTE DRAIN A -000 GENERAL NOTES -11 y • d� A -XXX A -XXX BUILDING SECTION INDICATOR A -XXX WALL SECTION INDICATOR A -002 PARTIAL THIRD FLOOR LIFE SAFETY PLAN ri , -11 • ,1• A -004 PARTIAL THIRD A -005 PARTIAL ROOF A -111 P: • TI: ; /1 • 1 II / • 1I FLOOR DEMOLITION PLAN DEMOLITION PLAN _ / ' P • CEILING - MOUNTED 2'X4' FLUORESCENT LIGHT HVAC DIFFUSERS (SIZE AND TYPE PER MECHANICAL DRAWINGS) ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR JAN JANITOR AHU AIR HANDLING UNIT JT JOINT ALT ALTERNATE ALUM ALUMINUM KIT KITCHEN ANOD ANODIZED APPROX APPROXIMATE L LONG APT APARTMENT LAM LAMINATE, LAMINATED ARCH ARCHITECT, ARCHITECTURAL LAU LAUNDRY AUTO AUTOMATIC LAV LAVATORY AV AUDIO VISUAL LT LIGHT AWP ACOUSTICAL WALL PANEL(S) LTG LIGHTING BB BULLETIN BOARD MAS MASONRY BD BOARD MAIL MATERIAL BLDG BUILDING MAX MAXIMUM BLKG BLOCKING MECH MECHANICAL BO BOTTOM OF MED MEDIUM BOT BOTTOM MEMB MEMBRANE BRG BEARING MEZZ MEZZANINE BRZ BRONZE MGT MANAGEMENT BSMT BASEMENT MFR MANUFACTURE, MANUFACTURE BUR BUILT UP ROOFING MH MANHOLE MIN MINIMUM, MINUTE CAB CABINET MISC MISCELLANEOUS CB CATCH BASIN MO MASONRY OPENING CEM CEMENT, CEMENTITIOUS MS MOP SINK CER CERAMIC MTD MOUNTED CG CORNER GUARD MTL METAL CH COAT HOOK MVBL MOVABLE CI CAST IRON CJ CONTROL JOINT N NORTH CIP CAST -IN -PLACE NIC NOT IN CONTACT CL CENTERLINE NO NUMBER CLG CEILING NOM NOMINAL CLO CLOSET NTS NOT TO SCALE CLR CLEAR CMU CONCRETE MASONRY UNIT OC ON CENTER CO CLEAN OUT, CASED OPENING OH OVERHEAD COL COLUMN OD OUTSIDE DIAMETER COMM COMMUNICATION OPNG OPENING CONC CONCRETE OPP OPPOSITE CONN CONNECTION, CONNECT ORD OVERFLOW ROOF DRAIN CONSTR CONSTRUCTION OTS OPEN TO STRUCTURE ABOVE CONT CONTINUOUS, CONTINUE CPT CARPET CORRIDOR PBD PARTICLEBOARD CSWK CASEWORK PRCST PRECAST CTR CENTER PD PLANTER DRAIN CU CUBIC PERP PERPENDICULAR PLAM PLASTIC LAMINATE D DEEP, DEPTH PLAS PLASTER DBL DOUBLE PLYWD PLYWOOD DEMO DEMOLISH, DEMOLITION PNL PANEL DET DETAIL PL PROPERTY LINE DF DRINKING FOUNTAIN PR PAIR DIA DIAMETER PRKG PARKING DIAL DIAGONAL, DIAGRAM PROP PROPERTY DIM DIMENSION PT PAINT, POINT, PRESSURE TREATED DIV DIVIDE, DIVISION PTN PARTITION DMPF DAMPPROOF, DAMPPROOFING DN DOWN R RADIUS, RISER DR DOOR, DRESSING ROOM RCP REFLECTED CEILING PLAN DS DOWNSPOUT RD ROOF DRAIN, ROAD DW DISHWASHER REF REFER TO, REFERENCE DWG DRAWING REF REFRIGERATOR DWR DRAWER REINF REINFORCED, REINFORCING REQD REQUIRED E EAST REV REVISED, REVISION EIFS EXTERIOR INSULATION AND RFG ROOFING FINISH SYSTEM RM ROOM EJ EXPANSION JOINT RO ROUGH OPENING EL ELEVATION RT RIGHT ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR S SOUTH ENCL ENCLOSE, ENCLOSURE SC SOLID CORE EP ELECTRIC PANEL SCHED SCHEDULE EQ EQUAL SD STORM DRAIN EQUIP EQUIPMENT SECT SECTION ESCAL ESCALATOR SGL SINGLE EXH EXHAUST SHT SHEET EXP EXPANSION, EXPOSED SHTHG SHEATHING EXIST EXISTING SIM SIMILAR EXT EXTERIOR SPEC SPECIFICATION SPKLR SPRINKLER FA FIRE ALARM SPKR SPEAKER FCIO FURNISHED BY CONTRACTOR/ SQ SQUARE INSTALLED BY OWNER SS SERVICE SINK FD FLOOR DRAIN SST STAINLESS STEEL FDC FIRE DEPARTMENT STC SOUND TRANSMISSION CLASS CONNECTION STD STANDARD FDTN FOUNDATION STL STEEL FE FIRE EXTINGUISHER STOR STORAGE FEC FIRE EXTINGUISHER STRUCT STRUCTURAL CABINET SUSP SUSPENDED FH FIRE HYDRANT FHC FIRE HOSE CABINET T TREAD FIG FIGURE T &G TONGUE AND GROOVE FIN FINISH, FINISHED TEL TELEPHONE FLEX FLEXIBLE TEMP TEMPERATURE, TEMPORARY FLR FLOOR, FLOORING TER TERRAZZO FLUOR FLUORESCENT THK THICK, THICKNESS FO FACE OF, FINISHED OPENING TMPD TEMPERED FOIC FURNISHED BY OWNER/ TO TOP OF INSTALLED BY CONTRACTOR TSTAT THERMOSTAT FP FIRE PROTECTION, FIREPROOF TV TELEVISION FR FRAME, FIRE RATED TYP TYPICAL FRMG FRAMING FRT FIRE RETARDANT TREATED UGND UNDERGROUND FT FOOT, FEET UNFIN UNFINISHED FTG FOOTING UON UNLESS OTHERWISE NOTED FUT FUTURE FVC FIRE HOSE VALVE CABINET VEST VERTICAL FWC FABRIC WALL COVERING VEST VESTIBULE ' FWP FABRIC WRAPPED PANEL(S) VNR VENEER VR VAPOR RETARDER GA GAGE VWC VINYL WALLCOVERING GALV GALVANIZED GEN GENERAL, GENERATOR W WEST, WIDE GFRC GLASS -FIBER W/ WITH REINFORCED CONCRETE W/0 WITHOUT GFRG GLASS -FIBER WC WATER CLOSET, WALLCOVERING REINFORCED GYPSUM WD WOOD GFRP GLASS -FIBER WH WALL HYDRANT REINFORCED PLASTIC WP WEATHERPROOF, � WATERPROOF, ATH RPROOF WATERPROOF GL GLASS WATERPROOFING WORK POINT � GYP GYPSUM WR WATER RESISTANT GYP BD GYPSUM BOARD. WT WEIGHT WWF WELDED WIRE FABRIC HB HOSE BIBB XFMR TRANSFORMER HC HOLLOW CORE HD HAND DRYER YD YARD HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONIN • A -11 • • • • -11 • • - • " ZOO 'IRI • 1 L00• LAN Of' / PLAN DETAILS XX CEILING- MOUNTED A -104 PARTIAL THIRD FLOOR CEILING PLAND AND UNDERFLOOR PLAN A -XXX XX - "Ni �' 1 I ENLARGED DETAIL INDICATOR `, _ ) ® ® EXTERIOR ELEVATION INDICATOR A -XXX 1'X4' FLUORESCENT LIGHT " 1 ' n 1 / /' '�' 1, . ,. . , 1 / 1 1 NOT USED /REMOVED SECTION DETAIL INDICATOR © i (HIDDEN) CEILING - MOUNTED A -500 EXTERIOR ELEVATIONS - DEMOLITION A -501 EXTERIOR ELEVATIONS :- ;of ► 1 es; 1 4.41 1 A -801 DETAILS STRIP FLUORESCENT LIGHT (EXPOSED) CEILING - MOUNTED y . HVAC RETURNS /EXHAUSTS (SIZE AND TYPE PER MECHANICAL DRAWINGS) 1 -803 IX /TA��ISA�'1��' �K��I111N�1►'IAIiI�I:I!l, A -803 DETAILS - 1 • / 1 STRUCTURAL SO.1 GENERAL NOTES S1.1 FOUNDATION AND SLAB PLAN S1.2 PARTIAL FLOOR PLANS S1.3 ROOF FRAMING PLAN S2.1 FOUNDATION SECTIONS S2.2 EXHAUST STACK SECTIONS S2.3 ROOF SECTIONS 52.4 FIRST FLOOR PARTIAL FRAMING PLAN S3.1 ELEVATION MECHANICAL M001 LEGEND AND GENERAL NOTES M002 SCHEDULES M100 FIRST FLOOR PLAN M200 THIRD FLOOR PLAN - ABOVE CEILING M201 THIRD FLOOR PLAN - REFLECTED CEILING M202 THIRD FLOOR PLAN - RAISED FLOOR M300 ROOF PLAN M400 SECTIONS M500 DETAILS M600 CONTROL DIAGRAMS M700 PIPING AND AIRFLOW DIAGRAMS FS001 FUEL SYSTEM LEGEND, SCHEDULE, NOTES & DIAGRAM FS100 FUEL SYSTEM FIRST FLOOR PLAN P100 PLUMBING FIRST FLOOR PLAN P200 PLUMBING THIRD FLOOR PLAN P300 PLUMBING ROOF PLAN FP100 FIRE PROTECTION - FIRST FLOOR FP200 FIRE PROTECTION - THIRD FLOOR ELECTRICAL E001 SYMBOL LIST, GENERAL NOTES E111 FIRST FLOOR POWER PLAN E112 THIRD FLOOR POWER PLAN E113 ROOF E114 XX X -XXX XX A -XXX L J — — _ I• — —I STRIP FLUORESCENT LIGHT CEILING - MOUNTED HVAC ITEMS —I— WALL-MOUNTED INTERIOR ELEVATION INDICATOR © __ MATCH LINE __ SEE XX /A -XXX MATCH LINE INDICATOR X I ( STRIP FLUORESCENT LIGHT 0 DOWNLIGHT O ACCENT DOWNLIGHT WALL- WASHER DOWNLIGHT SCONCE -TYPE (WALL-MOUNTED) LIGHT CEILING- MOUNTED EXIT LIGHT WALL- MOUNTED EXIT LIGHT STANDARD LIGHT FIXTURES SCOPE O F WORK DRAWING REVISION INDICATOR CEILING- MOUNTED ACCESS PANEL " ® CD — - — - — — EXISTING COLUMN GRIDLINE INDICATOR NEW & COLUMN 4111■ — — — — GRIDLINE INDICATOR )2( CEILING - MOUNTED FIRE SPRINKLER TENANT IMPROVEMENT CONSISTING OF 17,928 SF DATA CENTER ON FLOOR 3. CONSTRUCTION OF NEW UPS AND ELECTRICAL DISTRIBUTION ROOMS AND NEW GENERATOR ROOM ON THE FIRST FLOOR ENCOMPASSING 7,864 SF. DATUM INDICATOR OR WORK POINT XXX.XX XXX' -XX" O CEILING- MOUNTED SPEAKER /EL / - / / xx xx SPOT ELEVATION INDICATOR BUILDING ADDRESS ROOM NAME <EIXXXXX> EQUIPMENT INDICATOR INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 FIRST FLOOR ENLARGED FLOOR ENLARGED E122 THIRD FLOOR •. • E132 THIRD FLOOR GROUNDING E141 FIRST FLOOR SIGNAL E142 THIRD FLOOR SIGNAL E501 EPO DIAGRAM E600 PANEL SCHEDULES E700 FEEDER SCHEDULE, E701 SINGLE LINE DIAGRAM, E702 SINGLE LINE DIAGRAM E703 SINGLE LINE DIAGRAM E712 SINGLE LINE DIAGRAM POWER GHTING PL • 11' i 1 ' PLAN PLAN /SECURITY LOAD SUMMARY PHASE PHASE EXISTING EXISTING PLAN LTG FIXTURE SCHEDULE REFERENCE ONLY •I� PLAN 3 - HV DIST, GENERATOR DIST, MECH. DIST 3 - UPS DISTRIBUTION UTILITY, STANDBY AND UPS UPS DISTRIBUTION 01000X0 FIXTURE INDICATOR ) 2022 �FIXXXXX� FURNITURE INDICATOR ROOM INDICATOR GIXXXXX GRAPHIC /SIGNAGE INDICATOR i MISCELLANEOUS INDICATORS X022: (FIXXXXXX)) FINISH INDICATOR (DOOR) OPENING INDICATOR BUILDING CODE CRITERIA LEGAL DESCRIPTION 41 WINDOW INDICATOR APPLICABLE CODES: BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE WAC 51 -50 IBC AMENDMENTS 2006 EDITION ENERGY: WASHINGTON STATE ENERGY CODE WAC 51 -11 2006 EDITION MECHANICAL: 2006 INTERNATIONAL MECHANICAL CODE W/ 2006 WASHINGTON STATE AMENDMENTS FIRE: 2006 INTERNATIONAL FIRE CODE WAC 51 -54 2006 IFC STATE AMENDMENTS PLUMBING 2006 UNIFORM PLUMBING CODE WAC 51 -56 & 51 -57 2006 UPC STATE AMENDMENTS ELECTRICAL: 2005 NATIONAL ELECTRICAL CODE WAC 296-46B ELECTRICAL SAFETY STANDARDS FUEL GAS: 2006 INTERNATIONAL FUEL GAS CODE WITH WASHINGTON STATE AMENDMENTS. ACCESSIBILITY: IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 ICC /ANSI117.1 2003 WAC 51 -50 IBC AMENDMENTS 2006 EDITION 2007 NFPA 72 NATIONAL FIRE ALARM CODE 2006 NFPA 101 LIFE SAFETY CODE OTHER: 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 SEISMIC DESIGN CATEGORY 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 PARCEL 4: LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6 TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO 8893, ATTACH TO SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING A A POINT ON THE WESTERLY BOUNDRY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 00X1 -XX" AFF) CEILING HEIGHT INDICATOR �XX�XX�XX� WALL TYPE INDICATOR MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) IuL1I® XX'-XX" AFF HEIGHT CEILING HEIGHT /MATERIAL /FINISH INDICATOR (NON -RATED PARTITION) (1 -HOUR RATED PARTITION) (2 -HOUR RATED PARTITION) ® KEYNOTE (3 -HOUR RATED PARTITION) (4 -HOUR RATED PARTITION) PARTITIONS VICINITY MAP GENERAL NOTES PLAN SYMBOLS 4' a , } '� a r x�{ �1 n` ; :, 1-' "�, I 1. DO NOT SCALE THE DRAWINGS. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN WITHOUT GUARANTEE OF ACCURACY. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY PORTION OF THE WORK. THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT PROCEEDING WITH THE ITEM OF WORK AFFECTED. � Q MOUNTED TO WALL .....:w ....�.a....�,�..�.�..,��.., M...�,,.,�� ,.. �. ��... <.�.- �„�..,.�...�,,...,�._ . ` --'� t EXISTING TO REMAIN (SHOWN SHADED) ' EXISTING TO BE DEMOLISHED (SHOWN DASHED) %:20 .3 %z �� +' # , ��, - � � ~, � , . � _• . - a. , . • ., �, >: ... � � �,,, f .. ;,, •�' f 3 IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE 9. COORDINATE ALL WORK AS REQUIRED WITH BUILDING MANAGEMENT REVIEWED FOR WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY Y THE INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF CODE COMPLIANCE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. CONSTRUCTION. APPROVED 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, THE 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO RAW SUFACES FIRST TIME THEY APPEAR AND THEY ARE TYPICAL FOR SIMILAR OF GYPSUM BOARD, UNLESS OTHERWISE INDICATED. CONDITION ELSEWHERE UON. APR 1 2010 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL 11. SEE ARCHITECTURAL SPECIFICATIONS BOOK IN ADDITION TO INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION •�- THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE (VERIFY IF SPECS ARE TO BE ISSUED). City OJ 1 UI(WJIa NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER p DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN 12. MECHANICAL, ELECTRICAL, AND PLUMBING IS TO BE FULLY BUILDING DIVISION ADJACENTWALL INTERSECTIONS. ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR DRAWINGS TAKE PRECEDENCE., MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS RECEIVED FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE APR O 5 200 OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN b 10...0 58 THE AREA OF WORK IN ACCORDANCE WITH APPLICABLE SAFETY PERMIT CENTER 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. . . . ; , -, «. ,: ;, x `:, � :� � r: � � " ',$ .: , .. ,,. . ,3 < , ... � - `� � � �� (��. 1z , , - 4 , � „ .; l.; ; ::t. ... .. n • ..• �. a �: k � �, �� , .r !. ,+ +. "', } '. } i1S _ nv .�1 §'� 1 WITH BRACKET ,r IN WALL- MOUNTED CABINET -; _ + IS `'. + w '' 4�_ ' FIRE EXTINGUISHERS �: wE� x € - €. ! 1 _ I : °�u 1 * "' ,.a '�' °� + �� -, 1,, ,� ( �` , > s { � , € NEW TYPE OF WORK % �� '' z,+ +� 1,?<rH {S I �� r� 1� ` �` n �"__�� ft, { ga �° I �. : )' 1 ��, " �' �t �; �1� , f ■ � + AREA OF WORK THIS PERMIT nm a �C��n omorl� {nol�i�Mfllimnn'i�c CUM {non PROFESSIONAL SERVICES • 0 - J J V CALLISON www.internap.com co o 0 1� N c0 o h c0 F 00 000 Tr 0) C 0 tv 7 c) c c co in a) '— �t N >�COCO < � Tr 'r • N N • � CD CO .,▪ coco o4'OO N N N N — CO F F 404.521 .4173 www.callison.com NNE NTERGATE EAST CAMPUS ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 CD SET 3/8/10 PERMIT RESUBMITTAL 4/5/10 GENERAL NOTES A -000 PROJECT # 209871.00 Tii Eco, 9 Sea. 10 LOT 2 25' '?ECIP}i13Cial .... AC ESS EASENVIT 1 3. 120TH PL.. 68' RET..UWCI M91 Bi/II,DASLF_ EASEII NT UUILOING 2 1074G3 S.F. OCCUPANCY S PAatX9u4 1110139r1r18 V•41 @1'TI;YKLf;,7ED UNLJNiTF.D AREA RAINIERUc? 0 ULHT COLOR U$A UAW elrw .� ''YIl'F!i 911 13. 120TH PL UUILDING 1 O8 scut $. F. rAr1< OCCUPANCY F SW ITL1i PARKKIPl j 1J1iY00.dfl oEm V ^11 'PraNitiSrtEp Sa17LN�C:LAR a.:XS7ED IAf i.lNe 3333 3. 120Ti1 F 39.4;,5 S.F. BUILDING 3 101,446 S.F. OCCUPANCY F PASIN° 111000.101 V•ii ENUNKW{EI1 A ?A 35. 200 S.F. 33 3. 12 T1 Ra1L CENTER OT LOT { 10.698 S.F. 18.010 $,P,' PF1 P='l7 f5'TIDV TARE) 2 IA. SE'r!?I1- if/ h?:Y nu. AT1ON VALI. TihLL 9LUG. .3 SwircH cEnti GLI1LDING € OCCUPANCY PA:17W 1/100.11 11-1 mt PPPwNXLE n€ FN;t.DS[L FINk: LAW N(ISTF,t))l Nli Ctl PA.XIf4i M1T Neff ISIF. AREA OF WORK 511110114C 6 166,222 S.F. OCCUPANCY D PASK0141 1no80.sc3 i-pr I:PI=ILEPED I_. 16U15 b tO.OS8 10 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 Ci of Tukwila BUILDING DIVISION (can cc PROFESSIONAL SERVICES 877.THE.PNAP J >- Z O CL Q y a 0 W CI CO O 0 c' it 0. w 0 Vr Z W LLI 0 V Z Z0 WciEF- c'7 Z 0 N J —J V CALLISON M C) N 0 0co N O 4t C 0 0) C CO LC) N (0 CO CO Cr) CO N N a) CD CD �,• CD CD 0+—, 00 N N N T � co I- II. Fifth Avenue www.internap.com CO CO 0) N. r r 03 mtt N. N CO Li) 00 N- CO V* I- U. www.callison.com DATA CENTER CO D 11 U co cu Q U Q o0 (o Q co w °>, < r =.W .co O. 4 a_ I— u) : Z o LO W W ch F ~ Z ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 PROJECT # 209871. RECEIVED CITY OF-THIEWILA MAR 01 ZU10 PERMIT CENTER irinrniarlA1InlamanlinanR \rarlriinan3\chnnlc\inanA aJ1fl1 eh" 010R10f4n ••A A.AC• nu •■1.■vrirr.1 I_ SITE PLAN A -001 29' -3 3/4' m 490' -3 1/2 26' -2' .._.._.._.J • ._.._ AREA OF WORK THIS PERMIT 23' -0' HORIZONTAL EXIT TYP. OF ALL ELEC. CLOSET 11866 10267 EXISTING DATA CENTER! P -2A•3 EXISTING DATA CENTER • • , EMERGENCY LIGHTING LOCATION AND LIGHTING LEVELS PER SHEET E122 • • f E HORIZONTAL EXIT FE en JQ.TAL D4J NcE. ±fuelI.EQ i8.L - - TOTAL '!j TRAVELLED 178' RAMP SLOPE 8% 1 EXIST. EXIT STAIR : WIDTH 3' -8" • EXIST. EXIT DOOR' WIDTH 3'-0" • • 62 1 EXISTING DATA CENTER PHASE 5 NEW DOO 4' -0" PRASE 2 73 WIANS, YESm LE r2U) sECI:R{TY LQU P PARTIAL THIRD FLOOR LIFE SAFETY PLAN 1/16" - 1' .ra 10 FIRE /LIFE SAFETY LEGEND A 3962 14 300 1 i OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD NUMBER OF REQUIRED EXITS OCCUPANT LOAD AT EXIT /EXIT DOORWAY EGRESSING INDIVIDUAL SPACE. ARROW INDICATES DIRECTION OF OCCUPANT EGRESS I CPT -24' 1 COMMON PATH OF TRAVEL (WITH DISTANCE INDICATED) • TD -178' TRAVEL DISTANCE (WITH DISTANCE INDICATED) • TD -188' TRAVEL DISTANCE (WITH DISTANCE INDICATED) • TD =279' TRAVEL DISTANCE (WITH DISTANCE INDICATED) • TD -271' + TRAVEL DISTANCE (WITH DISTANCE INDICATED) 2 9 FE EMERGENCY PATH - 4' WIDE PATHWAY DESIGNATED BY CONTRASTING FLOOR TILE EGRESS LIGHTING SHOWN ON SHEET E -122 AREA OF WORK EXIT SIGNAGE FIRE EXTINGUISHER CUMULATIVE OCCUPANT LOAD AT EXIT EXIT SIGN WITH DIRECTIONAL INDICATOR EXIT SIGN REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION APR 0 5 2010 PERMIT CENTER O 0 W yew ad co 1- M h F ct) w M 9 w u a ZJI... Cg Z !!! ▪ Q I■ 0 -J Z 0 F' _ N Q >- z w O ce N m iz. W l.Jz� p 0 8 cg ° me 0 cc a Z: = o u? i m • ce �W w rg O 1— M w z 0 N J J V CALLISON M N 877.THE.PNAP www.internap.com 0) M M O M co Q0) Ciao I- (0 z . J I` 1- 0 Q 1r F 206 623 4625 F 404.521 .4173 www.callison.com W Z W Q u , 0 • =1- W co et O W a. i W aaQ z c� cc cc W H 1- Z z PROJECT # 209871.00 ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 CD SET 3/8/10 PERMIT RESUBMITTAL 4/5/10 PARTIAL THIRD FLOOR LIFE SAFETY PLAN A -002 490'-3 1/2 28' -7' 1 27'-4 1/2' 27' -4 1/2" 27 9 1/2' ! 27' -9' 27'-9 1/2' ! 26'-2" 26'-2 1/2 26' -2" OG Q rn d r. EXIST. UPS ROOM trn SAWCUT OPENING . FOR NEW GENERATOR LOUVER. VERIFY DIMENSIONS WITH MECHANICAL PRIOR TO START. BOTTOM OF CUT TO BE 2' -0" AFS. SEE SHT A -500. DEMO /SAWCUT OPENING FOR NEW AIRWAY. DEMO EXISTING ROLL -UP DOOR AND RETURN TO OWNER OR DISPOSE OF AS DIRECTED. VERIFY OPENING DIMENSIONS PRIOR TO START. SEE SHT A -500. DEMO EXISTING DOOR,FRAME, HARDWARE AND SECURITY DEVICES. DOOR ASSEMBLY TO BE RETURNED TO OWNER. SECURITY DEVICES TO BE RELOCATED. CUT NEW ENTRY FOR NEW DOOR SECURITY DEVICES. COORDINATE W /ELEC. FOR PANELS TO BE RELOCATED. CONDUIT SHAFTS TO 2ND FLOOR. COORDINATE WITH ELECTRICAL AND STRUCTURAL. N O • rn E c.c(OLOO a) '_ ';t N U > N (O co C Q N Tr d' o ch ,_' N tv) - 6.0 0 U (O V .7. c0 O 4- 0 dN' oNN co IH IL EXIST. PRE - ACTION ROOM REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 < c, co CL 00 O) W =W .c0 a. I— — < • M W M~ Z __ __61��- __ ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 PARTIAL FIRST FLOOR DEMOLITION PLAN 1/16" - 1' 4 -Y PLA\ RECEIVED CITY OFTUKWILA PERMIT CENTER PARTIAL FIRST FLOOR DEMOLITION PLAN j:\ projects\ Intemap \Inap3 \caddinap3 \sheetanap3 a- 003.sht 2/25/2010 3:15:21 PM COPYRIGHT(] 2008 CALLISON A -003 N M 27' -9 1/2' ' 26' -2' u■ ■ w ■■ 29' -3 3/4' I` �If111 > li 0 0 I 490' -3 1/2 26'-2' .«. ...«- ..,„I(....,,.r..,,.... .......«.... ma rommummummula I Ilia wasmuumui 1 • n 111 I i:�: j _. ■_l ....L.. ■ 1111111... .11 "Z.UN ■ ,■■■ ' ■ 1 g11 1 IiI:IIH1IHII ■ >■u■ ■■■■ • IIH: ■u ■ ti■ I m r'iiuiiiir'i• - 1 ' Hill ■■■ul■ ■u■■ 0■ull 1 L_= 1_ =_1, th I Il F I 11__lr m■■ui■ ■■ !1I .I1Eii[ �r,c1a � : ntttn It Hij ; III STAR 1 Ot°ft 'S ROC EIEV PARTIAL THIRD FLOOR DEMOLITION PLAN 0 0 0 2rz —sEC IFY E QUP 1 331 DEMO RAMP AND STAIRWAY. COORDINATE WITH OWNER PRIOR TO START. DEMO STAIR. COORDINATE WITH OWNER PRIOR TO START. REMOVE AND SALVAGE DOOR AND DOOR FRAME ASSEMBLY. DEMO HARDWARE AND RETAIN FOR INSTALLATION. REMOVE ELECTRONICS AND RETAIN FOR INSTALLATION. OREMOVE DOORS AND FRAMES AND RETURN TO OWNER STOCK OR AS DIRECTED. REMOVE HARDWARE AND RETURN TO OWNER STOCK. COORDINATE WITH OWNER PRIOR TO REMOVAL. CONDUIT SHAFTS TO SECOND FLOOR. COORDINATE WITH ELECTRICAL AND STRUCTURAL. VC 5T! PHASE 5 PHASE 2 SEE SHEET A -102 FOR DETAILS A-N -D/OR OPTIONS. 10 REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 3 2010 City of Tukwila BUILDING DIVISION BEY PLA\ a 7cc INTERNAP NETWORK SVCS 0 0 W 1- 3 (!1 M 0 I.. M CO O M (1) 0 __1 J I— Q 0 J to N Q J Q Z w o Y Ce H Q E N y D W 111111 2 N 0 ce ca 0ZW -- W 0 0> cr v — ce m wO z W� ig co co z 0 J J 0 877.THE.PNAP SUITE 1900 www.internap.com N t0 M N (0 c0 O N 11. 404.521 .41 73 www.callison.com NTERGATE EAST CAMPUS CD co CUCD a. 00 C\I .co M ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 2/26/10 PERMIT SET RECEIVED CITY OF TUKWILA MAR 01 2010 PERMIT CENTER j :\ projects\ tntemap \Inap3\caddlnap3 \sheetsMnap3„ a -004.sht 2/2512010 3:15:28 PM COPYRIGHT(C) 2008 CAI.LISON PARTIAL THIRD FLOOR DEMOLITION PLAN A -004 0 0 0 0) 0 0 N 1- 0 W. a PHASE 5 PHASE 4 CO— T 28' -7' 27' -4 1/2' 27' -4 1/2' 27' -9 1/2' 27' -9' 27' -9 1/2' 26' -2' 26' -2 1/2' 490' -3 1/2 26' -2' 1 II — — — — — — — — — — — , I — — — — — — — — — — — — I - I t t1 `; - _ L ___ _.. — .__..___ 1 -._ ___' _ __.____. ___�__.__.....___ �._.__.__..___.._______._._ 1 1 i I 1. 1 i I - -- I I i V- i I - -_. f 1 1 -_ I I 1 1 I I I y... y er 0 a�t �( 1 (/ ( \/� - \/� (j/''"' \J� `�...+ Y./ 4 , r:i 1 I 1 I 1 .---n I € i ' -. '( I k`. / I I d(i{/ f \ Xi a /t:L!!' / mow_ E� �.I �'} 3 �/^ Er f,� ti r't %�jy / /� /y /� /yY L� ' �� 0 /00 I•'� / _ pr. , 0 0 0 / %!H '9/ 0�,I I I LVV /0 I . - - L•1 LJ I 1 - 1 t 1 1 1 I I I 1 1 I I I I -- - — - — - — - — - — --- - - - - -- — i✓I 4-, / 4 Fr We 1 _ e 4116, Aft •� i� -- 00 _. I Pr I -- I - % — ' ;. - - kL I I ' — — — -- 1 - -t— —�yp— — ) 1 r ... 1 1 I )_ : ill / -�_1 / / / a@ / ,- /7. � _ II - 1 ! ■ - '1 I 1 - - - I I 1 I _ . 1 I. 1 I I I - - - -- 1 TYPICAL OF ROOF PENiTRATIONS. ALL PENETRATION TO CONFORM WITH ROOFING G MFG DIRECTIONS. ROOFING SYSTEM CARLISLE SYNTEC (ROOFING 1 ' '' ' TOR RAINBOW ROOFING SEATTLE) }? I _ I / / 1 I -,/ I - .0 I / I / I / ' -- )CO i p f IL 1 I , , 1 1 1 1 I 1 I 1 III Ilt_ - - % / I / j ________________ / +j - 1 l r,.. 1 ¢s t, 1110 _.__._..._ WU ;._ ; E1. f I� 1 1 1 `�_._ 1 W Td _ _ I' _ fi r Ji1ii.IJ$JL F . �___1 PARTIAL ROOF PLAN DEMOLITION PLAN NOTE: VERIFY ALL LOCATIONS AND DIMENSIONS WITH MECHANICAL CONTRACTOR PRIOR TO START. PAT CHEDIOR REPLACED WITHOUTREMOVED DIRECTION AND APPROVAL FROM STRUCTURAL ENGINEER. 23' -0' I {, iy 3ASE SE 2 bLoOS8 10 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISInM <EY PLA\ Pi cc' 2 /u ca \ OC PROFESSIONAL SERVICES 877.THE.PNAP www.internap.com CO 0) C N CO co ti (0 404.521 .41 73 0 N J J 0 CALLISON O O N Fifth Avenue N (0 N CO CO O N U. www.callison.com W 1- z W CE I-- (1) CE I.LI O w Q = W a. al- z o CL W w Z z (1) a 2 U ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 RECEIVED CITY OF TUKWIlA MAR 01 ZUIO PERMIT CENTER 1:\ projects\ lntemap\Inap3\caddinap3\sheetsUnap3 -,.a -005.sht 2/25/2010 3 :15 :34 PM COPYRIGHT (c) 2008 CALLISON PARTIAL ROOF DEMOLITION PLAN A -005 O O PROJECT # 209871 30'-6 1/4' 29' -3 3/4' 28'-7' 27' -4 1/2" 27' -4 1/2' 27' -9 1/2" 27' -9" 27' -9 1/2' 26' -2' 26' -2 1/2' 490' -3 1/2 \;1 26' -2' DT:1 —_ (FRQYI) 2o.<KV NV SWITCH CONDUIT SHAFTS TO THIRD FLOOR 1E . (FRONT) GEN ROOM EXIST. GEN. ROOM (FRONT) POM (FRCNI) (FRONT) ATSn lR.�. .E. ATS 1 - II �( L, sm. ( b naN� L _ (FRONT) 1 \ ' (TYP.` OF AFL) t� I tst PEN-170.-1E T W PARTIAL HEIGHT ATTENUATOR (PER MECH.) ' SEE STRUCT. FOR MOUNTI - — } - DETAIL- NEW SWITCHGEAR ROOM \ y • _4 "- EQP- PAD FB 6 11 GEN ROOM Il I 1 HR RATED LID @12' -0" AFF SWITCH GEAR 1 NEW GENERATOR ROOM 0 4" EQP PAD FIRE EXT. FIRE EXT. ' O — -I -1— FIRE XT. NEW AIRWAY OPENING. SIZE TBD - SEE SHT A -500 NEW FULL - HEIGHT ATTENUATOR (PER MECHANICAL) - -- NOTE: COO&DINATE ALL ELECTRICAL HOUSEKEEPING PADS TO INSTALLATION. EXISTING UPS I ROOM siu. "ors /IWO EXISTING PRE - ACTION ROOM /S :!II°' /S EXISTING GENERATOR ROOM Y -{; 2AT - — - — - ROOM EXIST. UPS ROOM E® ttt WASH EXT OPENITO DECK STATION I 4" EQP PAP 4" EQP PAD NEW IJPS ROOM I FBI 611 t upla 4" EQP PAD UPS ROOM m 1 1 4" EQP PAD EXIST. SHEAR WALL 4" EQP PAD IO 4" EQP PAD YE WASH TATION _ EIRE _ EXT. *-FIRE EXT. 4" EQP PAI ,(TYP. OFL) R�)� 1 FB 6 t OPENITO DECK. SWITCH GEAR NEW SWITCHGEAR ROOM 4" EQP PAD FIRE EXT of 4" EI)P PAD [FBI 6It1 - — - — - J ROLL tip DOOR: REPLACEMENT AND /OR MODIFICATION TO BE COORDINATED WITH 9ABEY CORP. 5E.C(S€ Y 3D NED "33 I CORRIDOR 1 VEST laaj VEST 1 C(RR:GOR u,, PARTIAL FIRST FLOOR PLAN 1/16 "• 1' D 10 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION <EY PLA\ 1:\ projects\ intemap \inap3 \caddinap3\sheetsUnap3 a- 100.sht 2/25/2010 3:15:43 PM COPYRIGHT(} 2008 CALLISON 0 0 H HW (1) Cr) O I- Cr) 0 0.. W M O Q ZCOQ Z 0 in n- W = aao= ZJI -- co QOr., Zit) v co QI — LL 0 N J V CALLISON 0 N M ,a. M N O 0 rn 0 I) C cl/ N • co M N N to as N co I— www.internap.com N co N co co 0 N IL 404.521 .41 73 www.callison.com W a) 1 Z W � � Q U - I a �W < • _ V W Q = A W an Z C� W Ill 1— 1— Z Z ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 2/26/10 PERMIT SET RECEIVED crrt OF TUKWILA MAR 01 2010 PERMIT CENTER PARTIAL FIRST FLOOR FLOOR PLAN A -100 0 0 r t• �. W 0) 0 N 1- 0 w 0 0 ' ; :: -. 10 1 . ,,,i3:. — ■1111.u...l.0 EXISTING GENERATOR ROOM Y -{; 2AT - — - — - ROOM EXIST. UPS ROOM E® ttt WASH EXT OPENITO DECK STATION I 4" EQP PAP 4" EQP PAD NEW IJPS ROOM I FBI 611 t upla 4" EQP PAD UPS ROOM m 1 1 4" EQP PAD EXIST. SHEAR WALL 4" EQP PAD IO 4" EQP PAD YE WASH TATION _ EIRE _ EXT. *-FIRE EXT. 4" EQP PAI ,(TYP. OFL) R�)� 1 FB 6 t OPENITO DECK. SWITCH GEAR NEW SWITCHGEAR ROOM 4" EQP PAD FIRE EXT of 4" EI)P PAD [FBI 6It1 - — - — - J ROLL tip DOOR: REPLACEMENT AND /OR MODIFICATION TO BE COORDINATED WITH 9ABEY CORP. 5E.C(S€ Y 3D NED "33 I CORRIDOR 1 VEST laaj VEST 1 C(RR:GOR u,, PARTIAL FIRST FLOOR PLAN 1/16 "• 1' D 10 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION <EY PLA\ 1:\ projects\ intemap \inap3 \caddinap3\sheetsUnap3 a- 100.sht 2/25/2010 3:15:43 PM COPYRIGHT(} 2008 CALLISON 0 0 H HW (1) Cr) O I- Cr) 0 0.. W M O Q ZCOQ Z 0 in n- W = aao= ZJI -- co QOr., Zit) v co QI — LL 0 N J V CALLISON 0 N M ,a. M N O 0 rn 0 I) C cl/ N • co M N N to as N co I— www.internap.com N co N co co 0 N IL 404.521 .41 73 www.callison.com W a) 1 Z W � � Q U - I a �W < • _ V W Q = A W an Z C� W Ill 1— 1— Z Z ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 2/26/10 PERMIT SET RECEIVED crrt OF TUKWILA MAR 01 2010 PERMIT CENTER PARTIAL FIRST FLOOR FLOOR PLAN A -100 0 0 r t• �. W 0) 0 N 1- 0 w 0 0 10 490'-3 1/2 27'-4 1/2' 27'-4 1/2' 27'-9 1/2' 27'-9 1/2' 26'-2' 26'-2 1/2' 26'-2' I : OTE: FIELD COORDINATE NEW I ULL BOX LOCATED ON NORT I I , 1 . IDE OF ELECTRICAL ROOM. I I SHAFT LOCATIONS AND SVES APPROX. OX TO BE FLOOR TO CEILING. C t COORDINATION WITH SABE , Y I CORP ON EXACT LOCATIONS PRIOR ITO START. IIIIIIriar TOP OF WALL AT HVAC. COORD WITH MECH. VERIFY IN FIELD LOCATION OF OPENING AND ELEVATION. TYP. OF ALL - • • 1110111111•1111111111111M11 MIIIIHNUM11•11•11111 12111111111111111•111111111111MMIMUMNIMINIIMMIL gm 1 E;11111111MIN — - —0— - — NOTE: CO RDINATE FINAL POSITION OF DEMI ING WALL AND DOOR W/ LEC ENGINEER. MI IN 1111111111M11111111111111111111111111111PME111111111111111111111111111111N 111111111111111•111111111111111111111111111111111U1•111111111111111111111 MUM Il 1 i IIMMIII•111111 I Vil II INNiallann Inliall=111 SI MN I •11111111111.1111 INIMUNIIII MUM 11101•11111.111111MI thd- III IN III 1-7- MINK 1 • ellEMIll' MM. Bil ••• • •111••••,-_,' 1 11111111111111111 MI •• 11111111- IN -1-11-- 1 • Ti-1 i...+_. : 151111111111••••••11 1 1111111•111••IN MON •••1•111• plIMINIUMI••• si 1111111111 . , 1 -11 1111111 111•••••••••• 1 •IMIUMNI• 11111111114 • • II IMITAIMEMMIWIII•1111 i ii 1.11111 L''' ------- PHASE IV A-800 D 112 I a 1--- (TYP.) 111111111 1111111111111 MI 111•111•11• • •••11111•••••1111•111•NMI lig Ell•••111•1=1111••••1111111•111on •••••1111111111111 c/ P d 11 I I II ! . 11111111 Iiq- 1111111, M•M= ••lIl•••••IIIIII•• 1111•1111111111MMIIIIIAlf ,--i ILI 1 mumnall11111111111 illigh1 Immi imunammoul luommv4ounini Toms xis I G 111111•01011 E T ' III II p immumummumaa nu aumunummo yi I il I ii- 1116111.111 mos NI•11111111111111111110111111011M1111111111111101111IMBIUM: MIMI •IIIII•MMMIIIIIIIIIIIIMIMIIIMmLmllIllIll NMI lir 71121W 15111111111111 r111111.111111 allaMMIIIIIIMMIN a 1111•11M1•11111•1111111: I 111.11111MMIIIIIIIMIIIIIIMUMI U11•1111111111•=111111111111111111/ 1 I I I 0 0 U) en 7 w cg O ccg cn 0 ▪ Ct) Z cri2 o< O. < 4 = Z -J Z 111 < l-0 -j 1.1 ▪ C•1 ROFESSIONAL 0 0 t-- 0) csi c) 0 I.-u.. 877.THE.PNAP www.internap.com cn O co O 0 O 0, we z w 0 O z > LLI u41.3 wo 11 CO CS) T- 00 1- CNI CO 0:3 CD F 404.521 .4173 II 111111111111111110111111 _I 1 Ar-r- :1111111 ••••••• $.,:„..,,,,,-1177,1,- i 'muunumnmmoua _ 1111111-.it --, 1 NM 1111111111111111 anfflimmimpuimats i_ounsumumumsounimmaimomparnu 3_EXIS. IN-- • P 1 TER1t '' • II 1111 irprall ping••••••••••• _ • I •1 1 NEN • ullim um li __...-7.— L13, ..:. Ramiummonmuounummummuumousummunu 1-- wommuniummonommummuumuninunr-,L Milli 1 RON: Eimernomminnuirmi If"' 1 --- 1 111101 ,=„,..--1 NI milli! H m 1 11 il , simmuu . •uumumnom • 11111111•11111115 1111011111111111MI•11111 SINLIIMINIMIN•111111111111111111•111e• qing 1111111••••11111.11E 11111111111•11111111111111111111•111111•1111111111 111111 I 111111111•11111 NM 1111111•1111111111111 III1IIF III • ME 111111MOMMUUMM I MINIIIIMMINIMINI i lug! • mom • ammelirrir ... , (TYP.) OF ALL NOTE: COORDNATE FINAL POSITIrS F HVAC SHAFTS WITH MECH. NGINEER. r4 OTE: DEMISING WALL BETWEEN! PHASE II AND IPHASE THREE TO BE 2 HOUR RATED CONSTRUCTED. (FULL HEIGHT AND LENGTH). SEE SHAFTWALL DETAIL. CALLISON 0 0 w a) 0 (NI 0 %- CO 0 0) c cn CD a; CO CO 0 ty (/) ime LO co Cr) CO CD 0 www.callison.com I .1 Al• 11111r11 ski I, , DN. STNR • ECEV '*3 WOWNS 01/02 A-102 SECURITY OTE: ALL NEW STEEL TO HA))E FIRE PROOFING APPLIED PER SPEC. ALL PATCHING/REP4CEMENT TO BE DONE WITH APPROVED MATERIALS. • • RUM • MEM IIIIL 1 111 sularalELI n nirlUN 111111 1111. i r " LINMENBIZEIVE II pipml " INIE ir 1 Ili III mum 1 1111•111111•111111•••111 MEM 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 3 2010 w cf) Z a) co 2 0 < co (c) ° c0 C0 < ef LIU < CD ›, uj C‘I < 11.1 . 111. < Z 0 L'in -se uJ ▪ ce W 11- Z Z PROJECT # 209871.00 PARTIAL THIRD FLOOR PLAN RECEIVED APR 0 5 2010 PERMIT CENTER ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/1 9/1 0 2/2 6/1 0 CD SET 3/8/10 PERMIT RESUBMITTAL 4/5/10 PERMIT SET <EY PLA\ PARTIAL THIRD FLOOR FLOOR PLAN \projectsIntemaplinap3 \caddinap3Isheetanap3_a-101.sht A-1 01 4/1/2010 2:28:07 PM COPYRIGHTU 2008 CALLISON EXIST. RAMP PARTIAL THIRD FLOOR EXIST. OFFICE PLAN EXIST. OFFICE CONFIGURATION EXIST. RAMP PARTIAL THIRD FLOOR OFFICE PLAN OPT (TBD) BUILD ROOM ON RAISED FLOOR (ADD) CONFERENCE ROOM FINISHES - TBD NEW SECURITY OFFICE RECONFIG. WAITING /LOBBY btoos8 1f) REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVIRIfM KEY PLA\ 0 0 N CAV � H • U) O co 3 :M O 1- 0 D W MOQ 4.1 J,�Q(Q Crn�; W_Qo N. �• NQI - LL J >- Q Z w O u 2 > Q) Q w N a W ou O . 0 essastess w' eg 0 ED O ca fl O QZWw0 Ov >, O�ol- 00p� _ OWM: OCMM� • Z 0 N J - J Q CALLISON co 'd' Cr) N N- O co O 0 N O O) c a) .— Q c0 u. o co www.internap.com 404.521 .41 73 CO 10 'srN CO CO M M N N CO (D (D (0' 0 0 N N 1-11. 0) Q =W .ca O. 4 a- < Z C' ce c W W c� ~ N 1- Z ? NMI ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 RECEIVED__ CITY OFTUKWILA MAR 01 2010 0 0 co 0) 0 N 1- W 0 0 PERMIT CFNTFR f :\ projects\ Internap\ Inap3\ caddinap3 \sheets\Inap3fi- 102.sht 2/25/2010 3:16:00 PM COPYRIGHT(9) 2005 CAI JSON PARTIAL THIRD FLOOR OFFICE PLAN A -102 30' -6 1/4' 1111F1111"1, I `J R A 10 28' -7' 1 27' -4 1/2' 27' -4 1/2' 27' -9 1/2' 27'-9' 27' -9 1/2' 26' -2' 26' -2 1/2' i /VIII \�\ I IIIIIIIIIII111 m PHA :F PH ;SE q. 1% zi- 27-/A, NEW ROOF TOP UNITS kiPER MECHANICAL). MOUNTING PER STRUCTURAL PLANS. MFG CURB SUPPLIED, S PPORT CURB TO BE SUPPLIED BY INSTAIJ LER. VERIFY STEEL FRAMING , WITH STRUCTURAL AND MECHANICAL. tl Al /C1 (TYP.) 490' -3 1/2 26'-2' 23' -0' --- - - - - -- - -L -- PHASE 5 PFf.ASE 2 - -- 15 1a. 1 \ i 1 Itt 1 1 v430. 11---- - - - - -- 1 PARTIAL ROOF PLAN 1/16 " -P \I NOTE: PROVIDE WALK OFF MATTS AS DIRECTED BY OWNER (TBD). p10 -D58 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION <EY PLA 0 0 N V N I ge co 3 ;o ~ (/)° W Z�Q O. < 0 J Z J_ F-- Z W >Q I- 0 -r ZLOF- N N Q PROFESSIONAL SERVICES 0< oZ ▪ a rn . N ▪ W O m I- d' h or. d' O I- LL. ..I QQ Z > O Vi < y W a. ce O O Z O �/ ,+ \/W N T _ > LL W to rg D Lu cc vs cy) co • Z 0 1 ..1 0 co M N 0 0 T oco 0 C O O) C C (O N om• > Q O 1: cf) H 4'".. O N - co L1 J .F, (o ▪ O�'o N CU N a www.internap.com www.callison.com W H z W V a 1- 4 w< O � W a °"Q Z o W w 1.. I— Z Z vJ 0 2 U N co 0 (0 _ cp 0 CO N r � (0 • V J " M ~ ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 RECEIVED CITY OF TUiC MCA MAR 01 ?010 PERMIT CENTER 1:1 projects \lntemap\inap31 caddinap3 \sheets\inap3_a-103.sht 2125/2010 3:16:08 PM COPYRIGHT (p) 2008 CAI_L.ISON PARTIAL ROOF PLAN A -103 I: I ■ ■ ■ ■ ■ ■ ■ ■• ■, ■I ■.•. ■•.••• ■.,•I. ■• ■ ■•■ ■ ■• ■I. 1..........■.I.I. • . . . . . • ■ • • • • • • • ■ • • • ■ • • • • • I • . . . . • • • • • • • • • • • . ■ ■ ■ • ■ ■ . ■ ■ ■ '• ..•••••••••. } .............I. a . • • • • • ■ • • • • : • ■ • • • • • . . . . . . . . • • ■ ,■ . . . • • • • • • • • • • • • • • ■ • • • • • • • . 1• I • • • • • • • • . • . ■ + ■ • • . . . . .. . . . .1. ■ • • ■ ■ • ■ ■ • ■ ■ t ■ ■ ■ ■ . ■ • ■ ■ . ■ . .1. . . . . . . . . . . . . . . . . . . . . . . . . • ,• • • . ■ • ■ • • • • • • • • ■ ■ ■ • • • • • • ■ ■. ■• • • . ■ ■ •. • • • • • • • .. .. .. .. .. .. •• ■ • • . • • • • .1. . . ■ ■ ■ ■ ■ •I■ • ■ ......I. ■■ . . . . •1U -- — — — —, — — — — — f - —1i - - - -' -- � " �C -- _— ice{_... i —. ■ ■.- : 3 4 5 6 N co 7 A EXIT PATH KEEP CLEAR EQUIPMENT RACKS - SBo (TYP. OF ALL) EXIT PATH KEEP CLEAR 28' -7' 27' -4 1/2' 27' -4 1/2' 27'-9 1/2' 27' -9' 27'-9 1/2' 26' -2' 26' -2 1/2' 26' -2' 1�1 NINE [VON NEMO '■■■■ ■_ ■■■ INNIN MIN NEM �■ NMI NUNN molammENNE MINN MI■■ INN INN MIN 11 1sm�� 1.;= = = =x -- ..... 1Mal �1 Mt— MOM N N MINIM 'NOM II -I �i®[1 Ih�a� 11 iMNII NNE= NOME N: 'NI �N:' iuwI_ 11 •: `I INN _AM .0 1.1 MINN NMI NUNN INN INN MN ,■■ ii IN ■■■ ■I immummr- 11•11E7 INN INN ■ ■ I■■ INN ■■■■ ■•• • ■NN■ ■ ■EM ■■ ■\. ■ ■■ ■I ■■ ■ ■1■ —�1— 1 MIN 111Wfilli ■ ■1M ■ ■I.\ ■ ■M ■ ■I ■ ■1, ■II■I■■I �■ 1•l1I1■1 .••U•••• RINI 111111 In _ MINI ®®►® ® N ��II••■ •p_j■■■ ••••••=• NEM. III ■ ■� Y=� ._ . 1 1 ■■1111■ ■■i ma■� ■■1 11__f == = =ipililinAlUL :■■ ■■■■■ ■■■■ ■■■ ■■ ■ IIIjjJ: -- - : :T iii €_ 1T1 _..- .. 1111111111 ■■■ 0■■■■■ ■I ■■■ ■ iiiiNIOHhiHIL Li I 11.1111 iiinku 11111111111111111111111111111 1 ir" ilk! UN. finit '4 NONNI Iv �I MINN! ■fflim INM 1�1 WNW— ENO �• 1 UM= M• INN MIN u ■■ MINN SINIBm N ®1 N■ PM_ ■■■■■■■UUIUEJ1 n MM. NININ MIN MINN RPM ■■M■■ PH:1SE 5 HASE 2 Y+OMEN'S ROO? vEvrrC.E EXIT PATH KEEP CLEAR PARTIAL THIRD FLOOR EQUIPMENT PLAN AND EGRESS TILE PLAN 1/16 " -1' NOTE: EGRESS PATH TO BE MARKED WITH CONTRASTING FLOOR TILE (AS INDICATED BY SHADED AREA ON DRAWING.) RAISED FLOOR HEIGHT - 2' -6" ABOVE DECK TO BE INSTALLED PER MFG INSTRUCTIONS. FULLY INSTALLED SYSTEM TO MEET ALL APPLICABLE SEISMIC ZONE REQUIREMENTS. SEE SHEET A -104 FOR STRINGER /STANTION PLACEMENT. NOTE: CONTRASTING TILE IN PHASES 1 AND 2 TO MATCH EXISTING MFG AND WEIGHT CLASS. 44 --"N'S F:449}..?- SECO Ri1Y EGO 9 EXIT PATH - KEEP CLEAR Q t0 -o s8 1 :\ projects\ Intemap \lnap3 \caddlnap3 \sheetsUnap3_ a- 105.sht 10 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION KEY PLA\ 4 1 w u nca cc uJ w U r 0 w 0 O 0 N y1- O M 3 ; O Cr) W ZQ Z J 1— M Z W Q PE 0 ---I Z k° - N Q Z V) < y 0- W IL O O O w ZW> 0 v_ ✓ —� m - WO • WM O: to M • CALLISON O 0 N a) s 0 N 0 0 0) T W 1- 0) Cr) d- M N 0 c0 0) 0 0) c c0 I - 0) M M 0 Z J Q co c0 M N co co 0 www.internap.com F 206 623 4625 404.521 .41 73 www.callison.com D 2 0 W < V) w /= LL I— Ce W z N co c0 ▪ cs, CO .4■0Q CD N . ''^^ Cr) I__ ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 2/26/10 PERMIT SET MAR 01 2010 PERMIT CENTER 2/25/2010 3:16:48 PM COPYRIGHT(c) 2008 CA! I.ISON RAISED FLOOR EGRESS PATH TILE A -105 0 0 co 0 N H U w 0 0 N 5 4' -0" = 20' -0" A EXIST. DOORS BP GEN ROOM l , OPEN TO DECK ABOVE 26' -0" o Bo 1 HR RATED LID T @121-0" AFF SWITCH GEAR RM GENERAT.OR/SWITCHGEAR ROOM SOUTH ELEVATION SCALE: 1/8" • 1' -0" NOTE: ATTENUATOR SPANNING SEPARATION BETWEEN GENERATOR ROOM AND SWITCHCEAR ROOM. 121-0" AEF, APPROX SET BACK OF 26 FEAT. VERIFY INSTALLUION WITH MECHANICAL. I� NEW ATTENUATOR 7 4' -0" = 28' -0" WIDE FLANGE SWITCH GEAR RM 1 HR RATED LID @12' -0" AFF GENERATOR /SWITCHGEAR ROOM EAST ELEVA ION REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING Divicinnl <EY PLA\ 1:\ projects\ Intemap tlnap3 \caddinap3 \sheets\inap3 a- 200.sht 2/25/2010 3 :16:53 PM COPYRIGHT(9) 2nns CALI.ISON IMP 0 0 ( C.) co w 1-- cg OTC' .O • co M W z�Q 0. 1 07 Z I.. ▪ Z W�< 1- O --1 Z Lo I- _ N < PROFESSIONAL SERVICES a. O < OZ I`a N W o= CO I— O N d' CO U- www.internap.com 404.521 .41 73 z 0 to J J CALLISON O 0 d' N CO d' CO N O CO 0) 0 0) C tD ccicl t0 co : (0 N c to N C0 CO N CD C0 0 N 11. www.callison.com W N z 111 ct t� H Q W Q W Q 0. = W aa.I- Q z c9 c W w 1- 1- Z z 0 2 U ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 RECEIVED MAR 01 1010 PERMIT CENTE PROJECT # 209871.00 INTERIOR ELEVATIONS A -200 (6Ts\ WELDED WIRE SECTION AND DETAILS NTS A1\ A -301 WALL POST (WP) W/ CONNECTING SWING GATE SWING GATE NOTE: TRANSOM PANEL (WHEN OCCURS) NOT SHOWN FOR CLARITY ! GATE STOP (ABOVE & BELOW) PADLOCK HASP GATE HINGES (AS SHOWN) SWING GATE CORNER POST (CP) WALL POST (WP) TUBE POST CLARIFICATION WALL POST (WP) W/ PADLOCK HASP RECEIVER PADLOCK HASP RECEIVER WELDED WIRE PANEL 1 T K gC Eyy (INSIDE VIEW) (P// ANL TOETUBERPOST) 14 GA. 2 "x2" TUBE STEEL POST (LINER POST SHOWN) 3/8 " =x2 -3/4" 'RAWL ANCHORS (2 PER TUBE POST) LINER POST (LP) PANEL TAB FLOOR CONNECTION (INSIDE VIEW) TUBE POST CLARIFICATION 3 " -1' s14 X 1" TEK @ 30" O.C. 2 "X2 "X14GA. TUBE POST 7— (2)•14 X 1" TEK SCREW GATE FRAME 1 -1/4" X 1 -1/4" X 1/8" ANGLE PADLOCK HASP MESH PANEL HASP RECEIVER SLIDE LOCK JAMB 3 " -1' WELDED WIRE MESH CONTINUOUS 1" X 1/8" FLAT BAR 3/4" X 3/4" X 1/8" ANGLE 1 -1/4" X 1 -1/4" X 1/8" MESH PANEL FRAME ANGLE PANEL STIFFENER EVERY 4TH WIRE 311.11 2" X 1" CAPPING TUBE g" X 1" TEK SCREW TYP. 1g "X ig "X d" ANGLE FRAMES TYP. — WELDED WIRE MESH TYP. 2"X2" TUBE POST- 1 PANEL HEIGHT (F-- 5 CAPPING TUBE CONNECTION 1/4" H.H.M.B. W /NUT @ 30" O.C. EVERY 6TH WIR MESH PANEL FRAME 1 -1/4" X 1 -1/4" X 1/8" ANGLE WELDED WIRE MESH PANEL -PANEL CONNECTION 311.11 1/4" PLATE 2" X 2" X 14 GA. TUBE POST WIRE MESH PANEL FRAME 1 -1/4" X 1-1/4" X 1/8" ANGLE *14 X 1" TEK SCREW @ 30" O.C. WELDED WIRE MESH EVER 6TH WIRE 1/8 1/8 7/16= HOLE W/ 3/8" X 2 -3/4" WEDGE ANCHOR, TYP. 2 PLACES - o' ■ IIIIIIIII IIIIIIIIIIIIIIIIIIIIL� Illllllllllllllllllllhil !!11111■ 11 11 POST SLAB BASE 3" -11 GRIND FLAT TYP. L MOUNTING TAB L 1/2" X 1/2" MESH PANEL FRAME 1 -1/4" X 1 -1/4" X 1/8" ANGLE *14 X 1" TEK SCREW @ 30" O.C. 2" X 2" X 14 GA. TUBE POST BASE PLATE BELOW POST AT WALL 1 -1/4" X 1 -1/4" X 1/8" ANGLE 1/4" H.H.M.B. W/ NUT 18" O.C. MAX. WELDED WIRE MESH CEILING ANGLE PANEL FRAME 1 -1/4" X 1 -1/4" ANGLE 3 " -1' WELDED WIRE MESH 1/4" J BOLT W/ NUT @ 24" O.C. CEILING PANEL FRAME 1 -1/4" X 1 -1/4" ANGLE 3/8" ANCHORS @ 24" O.C. (FASTENERS TO SUIT WALL CONDITION) 2" X 2" X 1/8" ANGLE WALL CONNECTION REVIEWED FOR CODE COMPLIANCE APPgm 1En PR L 110 3 " -1' b(ooS9 City of Tukwila ILDINC DivlQinr' 0 ,w 0 YI 7 v N1- rg M 0 3 I... M F- co 0 W M ZQ O. Q C7 ZJ1-- W Z W >< I■ 0 --t Z Lo I N Q I— LL (Li PROFESSIONAL SERVICES a Q Z �. O 2 I.L V� < Cl) a 0) 111 0 11. O 0 M CL Q � ZWw0 • u ✓ Z � W ZoI- • I : I— ✓ MfAQi - IL www.internap.com co rn o ti N (0 00 N- CO 404.521 .41 73 • Z O N J - J Q 0 CALLISON M c') N 1 0 y- 03 rn O a) was a) a) (1) I- co Nt. (D vr M (o (0 O N www.callison.com INN ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 2/26/10 PERMIT SET RECEIVED CITY OF TUKWILA MAR 01 2010 PERMIT CENTER r:\ projects\ nternap \tnap3\caddinap3 \sheets\tnap3 a -301 sht 2/25/2010 • 3 :16 :57 PM COPYRI( ,T(!2) 2008 r7".1.115011 CAGE ELEVATIONS & DETAILS A -301 0 0 1- 0 rn 0 N 1- 0 w 0 a -.1 EXIST. ROLL -UP DOOR. (TBD) E) IST. LC ..---......__....r. • EXIST. LOUVER UVER \ • 0 CV CL L.� DEMOLITION PARTIAL WEST ELEVATION 1/8 " -1' SAWCUT OPENING FOR NEW LOUVER. VERIFY OPENING SIZE WITH MECHANICAL PRIOR TO START. EXTEND LOUVER BAY TO BAY FOR FULL OPENING COVERAGE (MATCH EXISTING). OPENING HEIGHT @ 12' (14' -0" ABOVE GRADE) DEMO EXISTING ROOL -UP DOOR. RETURN TO BUILDING OWNER. PROPOSED NEW AIRWAY. SCOPE AND DESIGN TBD. NOTE: ALL CUTS TO BE HELD BACK 2' -0" FROM FINISHED SLAB EXISTING ROLL -UP DOOR ON LEVEL 3 TBD. • ii it 1 EXIST. GEN. STACK N. srlikomorma mass • EXIST LOUVER bw---1)58 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING ni mlnn4 j :\ projects\ internap\ inap3\ caddinap3 \sheetslinap3- ,a- 500.sht 2/25/2010 3:17:02 PM COPYRIGHT (c): 2000 CALI.0 ON 0 u) 0 V 1 H 1- EC in O Co ') 1• w o W co o Z(/)Q0 Z - ▪ I-o W ▪ � < 0 I- o -- NI. Z I- on NQI—u PROFESSIONAL SERVICES Z O U) Q y a O O ▪ O 0. yco ZWw0 O t> >_- W mreoI- • CALLISON 0 0 N a) N- L 0 N ict M M N (0 d' (0 M N (0 www.internap.com 404.521 .41 73 206 623 4625 www.callison.com 0 2 U ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 CITYOFTUKWII A MAR 01C010 PERMIT CENTER PARTIAL WEST ELEV. DEMOLITION A -500 0 0 co 0 N 1- 0 w SEE STRUCTURAL FOR EXHAUST ANCHORAGE AND CONSTRUCTION NEW LOUVERS L„ 1 1 NEW AIRWAY - CHAIN LINK AT 2' -0" AFF SIZE TBD. MATCH EXIST. AT vSOUTH END. PARTIAL WEST ELEVATION v16 " -r 9 D ---> ---> REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION BEY PLA\ IMP 0 0 H 1- _ c Cr) Oft F-.; o M O IAN z u), 41 Q—Q0 Z J H M 1,11 z >Qo 1-0J.4. z LL a u En PROFESSIONAL SERVICES ..I >- • Q Z O U� < y a 0) W ▪ 0• O M cg a. ZWW0 Z m>oIW— O E cl.5I- oCMM(/) z 0 N J J CALLISON O O N M d' Cr) N 0 00 C)) c 0 4-.0) C (O N O CO • CO +' O • N (0 1- www.internap.com 206 623 4625 www.callison.com W 1 Z W 1- 0 4 z W 1- z NMI ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 2/26/10 PERMIT SET RECEIVFD CITY OFTUKWILA MAR .0 1 2010 PERMIT CENTFR is probe s n email nap ca .map s ee s nap P PARTIAL WEST ELEV. A -501 0 0 0, 0 4 1- U W 0 E1 WALL BASE, SEE SCHED. PERIMETER PEDESTAL PER ACCESS FLR. MFR. PARTIAL ACCESS PANEL BOLTED STRINGER PER ACCESS FLR. MFR. 1-- CO N VARIES FIELD PEDESTAL PER ACCESS FLR. MFR. ADHESIVE EXIST. CONC. DECK RAISED FLOOR C WALL 11/2 "et' -0" 1 1/4" NOMINAL STANDARD PIPE LII MULT PLE EQUAL SPACES (NUMBrR VARIES), SPACING NOT TO EXCEED 4' -0' It FLOOR—MOUNTED HANDRAIL AT RAMP 1' -0" 1/2 " =1' -0" C2010-102 E5 CONT. 16 GA. GALV. BACKER. MIN. 12" HIGH OVER 2 STUDS MIN. (16" MIN. WIDTH) ,,-----.1-1/2"0 . >TC. STD. . ; I.rE RANI_ ,;:10 2 E / F,H,M.S. 2-EACH twj HANDRAIL BRACKET -0" 0.C. MAX. 3/8 "0 MB IN EXP. SHIELD N ELEVATION (N.T.S) HAND RAIL C WALL NOTE: PROVIDE SOLID BLOCKING STUD WALL 3"eT_0" /, RAISED FLOOR TILE AND PFDISTAL_ i / '_- -------- - - - - -- ALUMINUM TRANSITION 1' /- - - -- i 1 1 / - - ---- RIBBED RUBBER MAT r -- 3/4" HRETRE:ATED PLYWOOD �- 20 CA. PLATE STEEL ALUMINUM TRANSITION 16" O.C. TYP. 16" O.C. TYP. RAMP DETAIL 1/2 "•1' -0" EXISTING CONC. FLOOR 3 -1/2" MIL STUDS AT 16" O.C. TYP. r— CO C5 NMI 1 • N • ; ACCESS FLOOR PANEL RAMP THRESHOLD BY ACCESS FLOOR MFR. SWIVEL HEAD PEDESTAL BY ACCESS FLOOR MFR. PERIMETER PEDESTAL I3Y ACCESS FLOOR MFR. R.F. / RAMP TRANSITION 3114_0" 8" 1, -O» NMI 1 INN RAMP SLOPE 1 :12 Marl WALL MOUNTED HANDRAIL. 30' -0" 0 ...._.. LEM • ,• SLIP RESISTANT SURFACE RAISED FLOOR PANEL — STRINGER RESTS ON SUBFLOOR AT EDGE ABUTTING RAMP SHOE — RAMP SHOE BY ACCESS FLOOR MFR. - SECURE WITH CONCRETE ANCHORS PER MFR. REQ. RAMP SLAB 1 • 3 "e1' -0" PERIMETER PEDESTAL SYSTEM CUT BASE IN FIELD AS NECESSARY 42" HIGH PIPE GUARDRAIL ATTACHED PER MANUFACTURER FASCIA TOP ANGLE FASTEN PER MANUFACTURER FASCIA PLATE ACCESS FLOORING PANEL FASCIA BOTTOM ANGLE FASTEN PER MANUFACTURER ACCESS FLOORING PERIMETER FASCIA 3 " =1' -0" C3020FA -03 RAMP SECTION 1/2 "-V -0" ,•nwo�me•ornan ro-++new.nca..wnx ,,,.w.w..... ».•.r... REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION V LL 1- M O M ;o • M jcoc0o< Z(I)QoZ Q 0 rn W aJQ CPI 2 Z �r l` W QoN- _(• NI aI - LL L) cr w V PROFESSIONAL S CALLISON 0 0 N a) z 0) 1 0 N rn co M 0 M M M N 0 0 0) c 0 4-. 0) c c0 • 0 cu . M N ;� ;, co o • N H O v co c a) co 0) co N CO CO. 1` CD 1■ 0 N CO M CD N (0 0 N IL www.callison.com W a. W 0� co Q v U p.e a _ I— - Q W < CD W Q C\1 < 0. =W .ca 4 < (' r) -� ix Et co w W M F- 1— 1— z Z ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 2/26/10 PERMIT SET RECEIVED CITY OF TUiNIEA- MAR 01 2010 RAISED FLOOR DETAILS HAND RAIL DETAILS 4R18,, „ii01:11!01)01,14, 0 0 v- co 0) 0 N 1- U W 0 CL STRUCTURE AT FIRE -RATED CONSTRUCTION CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT STRUCTURE CEILING (WHERE CEILING OCCURS) A EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT ■ ■ ■ ■ ■ ■ ■ ■ Ow- ■ ■ ■ ■ ■ ■ O. WO B PARTITION CONFIGURATION: PARTITION CONFIGURATION: FULL-HEIGHT FINISH MATERIALS BOTH SIDES PARTIAL HEIGHT FINISH MATERIALS BOTH- SIDES PARTITION/ WALL DESIGNATIONS CEILING EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT RNSED FLO:' ■ ■ ..- �. �� So- Ow- ■ ■ ■ im- ci PARTITION. - CONFIGURATION: 'PARTIAL-HEIGHT RNSED FLOOR LEDGER ANGLE (IF REQ'D BY MECH) SHAFT LINER STRUCTURE METAL STUD BLOCKING INSULATION AS NOTED 5/8" GWB D PARTITION CONFIGURATION: SHAFTWALL AND LINER NO SCALE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT CEILING 0 PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES WITH GWB CEILING C r NO INSULATION BATT ACOUSTICAL INSULATION RIGID (THERMAL) INSULATION BATT THERMAL INSULATION PARTITION TYPE - INSULATION INDICATOR NO SCALE C1010FP-03 1 1 9 SHAFT LINER METAL SHAFT WALL STUDS 5/8" TYPE "X" GYPSUM BOARD INSULATION IF NOTED 4" METAL SHAFT WALL STUDS 6" METAL SHAFT WALL STUDS SHAFT WALL (1HR FIRE - RATED) NO SCALE CONSTRUCT PER UL DESIGN NO U415 C1010FP-11 winu iii•I11111�_�A_ ACOUSTICAL CEILING M PARTITION BRACED CEILING CLIP AT 8' -0" OC PER ICBO REPORT4071 PARTITION ATTACHMENT CLIP OPARTITION FASTENED TO PARTITION ATTACHED TO PERPENDICULAR CEILING TEES O PARALLEL CEILING TEES M PARTITION HEAD FOR PARTITION ATTACHED TO SQUARE EDGED SUSPENDED ACOUSITICAL CEILIN 3 " -1' -0" CIO10FP -3 5/8" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS 6" METAL STUDS PARTITION NO SCALE C1010FP -22 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS MATCH EXIST. FRAMING 11 INFILL CONDITION 6" METAL STUDS PARTITION (1HR FIRE - RATED) NO SCALE CONSTRUCT PER US DESIGN NO U419 SHAFT LINER METAL SHAFT WALL STUDS 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD INSULATION IF NOTED 4" METAL SHAFT WALL STUDS 2 1/2" METAL SHAFT WALL STUDS SHAFT WALL (2HR FIRE - RATED) NO SCALE CONSTRUCT PER UL DESIGN NO U415 VERIFY EL W/ MECHANICAL MOO swim loft INSULATION AS NOTED LEDGER ANGLE METAL STUD BLOCKING 5/8" GWB SHAFT LINER 6' METAL. STUDS SHAFTWALL W /LEDGER INSULATION AS NOTED METAL STUD BLOCKING 5/8" GWB SHAFT LINER 6'METAL STUDS FIRE -RATED ASSEMBLY: CONTINUOUS FROM FOUNDATION, THROUGH ALL FLOORS, AND UP TO A POINT 30" MOVE ALL ADJACENT ROOFS / / / / / . / / / / 1_A_ t. 1_/ 1 .../_L DETAILS PER WALL SECTION, /// / 1_/ FIRE -RATED ASSEMBLY: CONTINUOUS FROM SLAB /FLOOR ASSEMBLY BELOW TO UNDERSIDE OF FLOOR /DECK ABOVE FB FIRE WALL FIRE BARRIER CONSTRUCT PER -IBC 2006, SECTION 705 CONSTRUCT PER IBC 2006, SECTION 706 PARTITION/ WALL DESIGNATIONS FIRE -RATED ASSEMBLY: CONTINUOUS FROM FLOOR BELOW TO UNDERSIDE OF DECK ABOVE FP FIRE PARTIT ON CONSTRUCT PER IBC 2006, SECTION 708 FIRE PARTIT ON CONSTRUCT PER IBC 2006, SECTION 708 NOTE: ALL PARTITIONS HERE MAY BE MASONRY OR FRAMING W /FINISH MATERIALS (SEE PARTITION-TYPE INDICATOR FOR SPECIFIC CONSTRUCTION). FRAMED PARTITIONS WITH FINISH MATERIALS ARE GRAPHICALLY INDICATED HERE FOR CLARITY IN REFERENCING DETAILS AND FRAMING ATTACHMENTS. FOR TOPS AND BOTTOMS OF MASONRY PARTITIONS,SEE STRUCTURAL DRAWINGS. NOTE: PARTITIONS HERE ARE GRAPHICALLY INDICATED WITH INSULATION. PROVIDE INSULATION ONLY WHERE DIRECTED BY PARTITION -TYPE INDICATOR. NO SCALE CIOIOFP-03 CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK (ORIENTATION OF PARTITION WITH RESPECT TO DECK FLUTES MAY VARY) FILL VOID WITH PACKING MATERIALS IF REQUIRED BY UL DESIGN Adit Ad MAW _..01 Rift% 01 w W >- . -JWdQ0 / wp�wo V) >Lu c> Q,9. w 0 W V H m O a ' v)m W Lc cD TYPICAL PARTITION FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW -D -0060 FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW- D-0119 HW- D-0120 SHAFTWALL PARTITION OPARTITIONS LOCATED WITHIN DECK SPAN (PARTITION INDICATED PARALLEL TO DECK FLUTES) CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK • A, /./ IVA% ■ OVIEW OF PARTITION WHEN CONSTRUCTED PERPENDICULAR TO DECK FLUTES JOINT BETWEEN FIRE -RATED FRAMED PARTITIONS & STRUCTURE ABOVE NO SCALE HOURLY FIRE - RATING OF THE FLOOR ASSEMBLY MUST BE EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION L J METAL STUDS (PER ES REPORT 4943P), MAXIMUM HEIGHT 20' -0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENERS AS NECESSARY POWDER- ACTUATED FASTENERS _ SHALL BE REPORT 2388)1 (PER ES REVIE AT POST- TENSIONED CON( I9D E CO MAXIMUM EMBED SHALL BE 3/4" APR APR 1 PARTITION -TO -FLOOR CONNECTION 3 " -1' -O" City of BUILDING ECEIVE APR 0 5 2010 PERMIT CENTS C1010FP -02 b (O-O58 ED FOR PLIANCE VED 3 2010 ukwila DIVISION P9 O O // Y) 7 � w 1-- 0 C) M 070 W Zia Z_Jl- ig Z W < o Z I- N < PROFESSIONAL 877.THE.PNAP '' a ex Z O — Ili w < N) Il o) W 0 V) www.internap.com CALLISON 206 623 4625 www.callison.com W z W v l" CE • cn a°- z 1- z IZ 2 0 u) W LLJ 1- 1- z ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 2/26/10 CD SET 3/8/10 PERMIT RESUBMITTAL 4/5/10 PERMIT SET J:\ protect s\IntemapUnap3 \caddinap3\sheets\Inap3 a- J01.sht 4/1/2010 2:28:31 PM COPYRIGHT(c) 2008 CALLISON DETAILS A -801 PROJECT # 209871.00 N 1/2 '. DOOR LEAF 115/16 " 115/16 " HOLLOW METAL FRAME - DOOR JAMB PARTITION -TYPE VARIES 6"1_0" C1020 -04 N 1/2 ", DOOR LEAF j, 115/16 " jr j, 115/16 " jr HOLLOW METAL FRAME DOOR HEAD 6 " -1' -0" PARTITION -TYPE VARIES 01020 -01 ROOM FINISH SCHEDULE DOOR SCHEDULE 10 HARDWARE GROUPS DOOR TYPES HW -1 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 1 Strike (Inactive leaf) 2 Closers 1 Set Smoke Gaskets at Rated Doors 1 Coordinator 1 Set Silencers ROOM NO. ROOM NAME NO. DOOR TYPE MT'L W H - ASSEMBLY RATING HDWR FRAME TYPE MT'L DETAILS HEAD JAMB SILL NOTES 150 A HM 3' -0" 8' -0" — 45 3 , B H.M. E3/A802 E1/A802 - GWB 152 B HM 6' -0" 8' -0" - 45 3 B HM E3/A802 E1/A802 EPDXY RB-1 153 A HM 3' -0" 8' -0" - 45 2 A HM E3/A802 E1/A802 - 153A B HM 6 -0" 8' -0" - 45 3 B HM E3/A802 E1/A802 - 154 B HM 6' -0" 8' -0" - 45 3 B HM E3/A802 E1/A802 FIT-1 ACT 154A B HM 6' -0" 8' -0" - 45 3 B HM E3/A802 F1 /A802 - RB-1 155 A HM 3' -0" 8' -0" - 45 2 A HM E3/A802 E1/A802 - DATA CENTER P3 155A B HM 6' -0" 8' -0" - 45 3 B HM E3/A802 E1/A802 - - • 156 B HM 6' -0" 8' -0" - 45 3 B HM E3/A802 E1/A802 - ACT 156A B HM 6' -0" 8' -0" - 45 3 B HM E3/A802 E1/A802 - 331 E HM 6' -0" 8' -0" - 45 3 B HM E3/A802 E1/A802 331A A HM 3' -0" 8' -0" - - 1 A HM E3/A802 E1/A802 3318 A HM 3' -0" 8' -0" - - 1 A HM E3/A802 E1/A802 - A -301 - .MORTISED LOCK W /ELEC. STRIKE AND DPS 331C B HM 6' -0" 8' -0" - - 4 B HM E3/A802 E1/A802 332 E HM 6' -0" 8' -0" - 45 5 B HM E3/A802 E1 /A802 333 E HM 6' -0" 8' -0" - 90 5 B HM E3/A802 E1/A802 PART OF HORIZONTAL EXIT 333A A HM 3' -0" 8' -0" - 90 2 A HM E3/A802 E1/A802 PART OF HORIZONTAL EXIT 334 A HM 4' -0" 8' -0" - 45 2 A HM E3/A802 E1/A802 334A A HM 3' -0" 8' -0" - - 1 A HM E3/A802 E1/A802 335 A HM 4' -0" 8' -0" - 45 2 A HM E3/A802 E1/A802 336 E HM 6' -0" 8' -0" - 45 5 B HM E3/A802 E1/A802 336A A HM 4' -0" 8' -0" - 45 2 A HM E3/A802 E1/A802 HARDWARE GROUPS DOOR TYPES HW -1 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 1 Strike (Inactive leaf) 2 Closers 1 Set Smoke Gaskets at Rated Doors 1 Coordinator 1 Set Silencers ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS EMARKS REMARKS RB-1 152 GENERATOR ROOM EPDXY RB-1 PT -1 — HIGH PERFORMANCE EXPDXY PER SPEC 153 UTILITY SWITCH GEAR RM EPDXY RB-1 PT -1 GWB HARD LID AT 12' -0" AFF / HIGH PERFORMANCE EXPDXY PER SPEC 154 UPS-A EPDXY RB-1 PT-1 — HIGH PERFORMANCE EXPDXY PER SPEC 155 SWITCH GEAR - A EPDXY RB-1 PT -1 — HIGH PERFORMANCE EXPDXY PER SPEC 331 ENTRANCE/LOBBY VCT RB-1 PT-1 — EXISTING. PATCH/REPAIR AS NEEDED. 331A SECURITY OFFICE VCT RB-1 FIT-1 ACT - 331B CONFERENCE RM CARPET RB-1 PT -1 ACT - 331C BUILD ROOM R.F. RB-1 PT-1 ACT - 333 DATA CENTER P3 R.F. RB-1 PT-1 ACT GORDON STRUCTURAL CEILING SYSTEW FLOOR GRID STENCIL TBD 334 ELECTRICAL CLOSET R.F. RB-1 PT-1 — - • 335 ELECTRICAL CLOSET R.F. RB-1 PT-1 — - 336 DATA CENTER P4 R.F. RB-1 PT -1 ACT GORDON STRUCTURAL CEILING SYSTEW FLOOR GRID STENCIL TBD leaf) / TYPE A \ / TYPE B FRAME TYPES N., / \ 5\ o j /, TYPE C TYPE A \O's° TYPE B TYPE C HW -5 Security Double Egress Door 3 PR Butts (with two (2) electric hinges) 2 panic hardware (both leaves, egress leaf) 2 Vertical Rod Exit Devices (frame head) 2 Magnetic locks (egress leaf). 2 Closers 2 Set Smoke Gaskets at Rated Doors 2 Set Silencers 2 Card readers 1 Astragal HW -6 Sliding Gate 1 Set Top Mounted Roller Assembly & Box Beam 1 Lever Handle Mortise Lock - Storeroom Function 1 Cylinder 1 Door Position Contact (Where required) 1 Card Reader- Entrance (where required) 1 Electric Lock /Strike (where required) FINISH LEGEND TYPE D 8" // 1\ • TYPE E TYPE F - SLIDING NOTE: ALL GLASS TO BE TEMPERED NOTE: RELITES MUST BE FIRE - PROTECTION -RATED GLAZING MATERIALS IN FIRE - PROTECTION -RATED FRAMES WHERE INSTALLED IN RATED DOOR ASSEMBLIES. MAXIMUM AREA OF GLAZING NOT TO EXCEED 100 SQUARE INCHES. p•• REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 � Tukwila NG DIVISIIDA.I Ci of Tu BUILDI 0 0 u yw I— a' 0 (,) co :° I-CD0 O W C', O< zQ z w a 1ao= zJ1 —co I-- Q�ti o l■ ZL --I Nt co —N<I —Li. (14.2 En cr PROFESSIONAL SERVICES J z 0 U) W � � O O o. fee zWw0 O >r - - >� m z 0 I- W�5 z cam o7 PARKWAY 0 0 w V ¢ w ch 0 wa: z = ui Z3 0 Q z 0 N J V z 0 co -d 4 0 0 N a) a) 0 www.internap.corn 0) M M O M 00 Q o) O o Q ~ I_ co Q ° ti J I—cfl < I■ N c0 () c0 c0 0 N IL 404.521 .41 73 www.callison.corn MIN U) a_ 2 0 Co w w I— c9 cc w H z ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 RECEIVED CITY OF LA- 0 0 PROJECT # 209871 MAR 01 2010 PERMIT CENTER 1: nrojec , n map nan.. ca nap, s en nap. 1 S. DOOR & FINISH SCHEDULES DETAILS A -802 SYMBOL MATERIAL MANUFACTURER'S STYLE REMARKS EMARKS RB-1 RUBBER BASE MFR: TBD COLOR: TO MATCH EXISTING PT-1 WALL / CEILING PAINT MFR: TBD COLOR: TO MATCH EXISTING SEE SPECIFICATIONS FOR PAINT COMPOSITION, PRIMING AND APPLICATION INFORMATION. ACT ACCOUSTICAL CEILING TILE MFR: GORDON (MATCH EXIST.) • p•• REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 � Tukwila NG DIVISIIDA.I Ci of Tu BUILDI 0 0 u yw I— a' 0 (,) co :° I-CD0 O W C', O< zQ z w a 1ao= zJ1 —co I-- Q�ti o l■ ZL --I Nt co —N<I —Li. (14.2 En cr PROFESSIONAL SERVICES J z 0 U) W � � O O o. fee zWw0 O >r - - >� m z 0 I- W�5 z cam o7 PARKWAY 0 0 w V ¢ w ch 0 wa: z = ui Z3 0 Q z 0 N J V z 0 co -d 4 0 0 N a) a) 0 www.internap.corn 0) M M O M 00 Q o) O o Q ~ I_ co Q ° ti J I—cfl < I■ N c0 () c0 c0 0 N IL 404.521 .41 73 www.callison.corn MIN U) a_ 2 0 Co w w I— c9 cc w H z ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 RECEIVED CITY OF LA- 0 0 PROJECT # 209871 MAR 01 2010 PERMIT CENTER 1: nrojec , n map nan.. ca nap, s en nap. 1 S. DOOR & FINISH SCHEDULES DETAILS A -802 2 4 6 8 — — ?, 1V I ' P O D P D P P • P • P . > P p p p p • • • P• P P• • • D • P D D D D P . D . P . P . P P P D P P • , D • • • ,• a • , • .• P • , • ,• P ' • i• ��♦�. � P, P, P P, .. . . a' • • •• •• D .' D D D P :P > . :O . :P . P . . •• •. • ". p• . .' i> . .' • : • i. . SQUARE -EDGED WHERE OCCURS PANEL, I 41.I. PIPE OR CONDUIT THRU ROOF IDRAW 1 I I ' I 1 BAND 1 I I0 PIPE BOOT I ' ROOFING MEMBRANE, I STEEL , CROSS BRACING ; /� ,; " (EXIST.) STEEL CROSS BRACING COLUMN � \ <\ COLUMN ` (EXIST.) \, \\ \ \ ,, ACT 2I -0II �-I ;s ;� , , ACT , \ / , ,,_-_ `. \\� `. , �/ \. \ \ \` \ \ ; j :' • • I _ , — ACOUSTICAL CEILING PANEL MAIN TEE OR CROSS TEE CONFIGURATION 1 PER MFR I I I /' 8 - Q _ = Ess;_ :z::0:ii" P 0.O ;.❖;.;. .❖;.;.0 .•; : \ / % • ; 0 ❖i GWB • ••••••'.,::. • W 1 �.— — —_-- D P P P D P ' P P P P 'El STRUCTURE (OR STRUCTURAL COLUMN WRAP @ BRACING V SEISMIC/ EXPANSION JOINT IN SUSPENDED ACP SYSTEM M- SUB AS NECESSARY) SINGLE-PLY - SINGLE PLY ROOFING FLASHING AT PIPE SUPPORT E9 3 " -1 -0° 1/4 "4-0" 6 " -1' -0" C3030AC -10 E @. E8, INISHED ■ 1 DOOR z v o cc 4 r z I O v } _ — - �_ . ¢ z z zv F I 0 CEILING MOUNT U.O.N.) MOUNTED CEILING TYPICAL STROBE z O HORN STROBE F OR SPEAKER STROBE ADJACENT z TO DOOR (F)q_ OF WALLS & 2 OLUMNS OTHERWISE O IN OPEN AREAS OR Q AT CORNER OF WALLS (SAME AS THERMOSTAT) C I • FIRE-RATED METAL STUD O WALL 6" EELOW T R I CLOCK OUTLET OC o (SEE PLANS FOR LOCATION) mQ 0 m w z 0 a p o 0 z U = o m p c) 8 Cc cc 0 0° j v ¢ FRAME I I I STRIKE I SIDE i 'COAT HOOK .' • PARTITION PER FLOOR PLANS A PARTITION 1HR FIRE -RATED HORIZONTAL SHAFTWALL MEMBRANE CONSTUCTED PER USG NER 258. HEIGHT PER CEILING PLAN. ♦ FIRE ALARM DEVICES I HINGE SIDE — - — — z °c p 0 a = -3 �' 0° 0 0 u� ¢ v �O Q U v g : p " - of TYPICAL AS SHOWN LOCATE @ CORNER I I N� . o �- w U v _ _ _ _ � - — _ _ — — — - — - — — _ n it 0 0 ¢ I I" D I z I O I I U U OF WALL OTHERWISE a ~ Q w •• . • awc ~ HORIZONTALLY 12" CMANUFACTU • ♦ u '� w tO a MOUNTED ° �Q 'v THERMOSTAT '�� — - — PER ER ` w 0 ♦ \---N---- I FIRE -RATED GYPSUM BOARD „ TO OVERLAP 2 MINIMUM ONTO O 0 Cc a °C q " o 0 — W �` WI Q w ❑ i I I "� "' H WALL I ° q SINGLE SWITCFT DIMMER SWITCH I _ _ - — - — ,_ ,_ m . ° ❑ ❑ 0. O Z z Oa Ow ao ° ~ 0 "� ♦ - E ° Q M (c3jO CO SPACER ° 3' 6' I 8" , 3 ' Cw O cc o 5,1. . a cc O-` ° a ` g °° a Sa D a s a. o Lool �' J- SHAFTWALL SYSTEM I_;: z0 ; Oro am ° 0 C 0 TEGULAR OR CONCEALED SPLINE CEILING PANEL TEGULAR OR CONCEALED SPLINE CEILING PANEL CONNECTOR CLIP TURNED UPSIDE DOWN CHANNEL TRIM 7 6" METAL STUDS `4 w `-Q .4' -� - O o % ,! 'h— ° M T LDATA DE -� _ 1HR RATED PARTITION ♦ ♦ ♦ ♦ ♦ "� ♦ ♦ ♦ ♦t° \ ♦ ♦ ♦ ♦ FINISHED FLOOR NOTE: MOUNTING HEIGHTS ARE TYPICAL ONLY. PLANS & DETAILS MAY SHOW VARIATIONS FOR SPECIFIC CONDITIONS DIAGRAM OF COUNTER OR CREDENZA TYPICAL DEVICE LOCATION AND MOUNTING HEIGHTS CEILING HEIGHT TRANSITION C v AT 1HR RATED CEILING NO SCALE C101OFP -39 1 /2 " =1' -0" H30-01 3"•1'-0" C3030-02 X3/4" CLEAR AT ONE END IN EACH DIRECTION. FASTEN TO STRUCTURE PER CISCA 3 -4 EXCEPT AS INDICATED IN DETAILS C AND F, COMPONENTS LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS FOUR 12 GAGE MINIMUM WIRES SPLAYED SHALL BE CONNECTED TO STRUCTURE ABOVE BY 90 DEGREES (IN PLAN) FROM EACH (1) 12 GAGE TAUT OR SLACK WIRE OTHER AND SECURED TO MAIN RUNNER WITHIN 2" OF INTERSECTION. EACH END OF EACH WIRE TO BE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES DO NOT FASTEN ANGLE. AT OTHER FASTEN TEES THIS END TO THE CLOSURE END IN EACH DIRECTION, TO CLOSURE ANGLE. r (FIGURES 2, 3, 4 AND 5) AS MODIFIED OF MECHANICAL, ELECTRICAL, BY ASCE 7 -05, SECTION 13.5.6.2.2 PROTECTION SHALL BE BRACED FROM STRUCTURE N PLUMBING, AND FIRE INDEPENDENTLY SUPPORTED AND / \ / \ I I I `— HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TEE STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING 9,-- WHERE HANGER WIRES ARE MORE THAN 1 :6 OUT -OF- PLUMB, PROVIDE 12 GAGE MINIMUM HANGER WIRES COUNTER - SLOPING WIRE' AT 4 -0 „ OC EACH DIRECTION - NO MORE THAN 1 :6 OUT -OF -PLUMB TYPICAL I I I Ii I MINIMUM WITHIN A 3" MAX LENGTH LIGHT FIXTURES WEIGHING MORE THAN SEISMIC DESIGN CATEGORY C PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING T0, MOVE 3/8" IN ALL HORIZONTAL DIRECTIONS. SEISMIC DESIGN CATEGORY D, E, AND F: PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS �� 10 POUNDS AND LESS THAN 56 POUNDS, AND AIR TERMINALS /SERVICES WEIGHING MORE THAN 20 POUNDS AND LESS THAN 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE BY (2) 12 GAGE TAUT o t� v ' S. �" PROVIDE CEILING EXPANSION JOINTS AS NECESSARY, 1 DIVIDING CEILING INTO AREAS OO r q , OR SLACK WIRES ATTACHED AT DIAGONAL CORNERS LIGHT FIXTURES AND AIR TERMINALS /SERVICE' WEIGHING MORE THAN 56 POUNDS AND ALL PENDANT LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY FROM STRUCT URE ABOVE USING APPROVED HANGERS ` •P � v; METAL - FRAMED I I TRAPEZE AS NECESSARY iii:ii1i CTION NO GREATER THAN 2500 SF t _ 1 j I FOR SPANS UP TO 6' -O ", USE A I SINGLE 20 GAGE 15/8" COMPRESSION -. 2" 2 X 2 CLOSURE ANGLE, ACOUSTICAL CEILING PANELS STRUT FASTENED TO MAIN TEE WITH ' LIGHT FIXTURES, ® REVIEWED F �. CE MINIMUM. SEE NOTE LOCATE BRACING AT 12'-0” OC EACH DIRECTION AND WITHIN 6' -0" OF PERIMETER WALLS, PARTITIONS, OR EXPANSION JOINTS (2) NO 8 SCREWS AND TO STRUCTURE WITH (2) HILTI X- DNI.145 DIA X 3/4" 8" MAXIMUM EACH SIDE- FOR SPANS UP TO 9' -0 ", USE DOUBLE COMPRESSION STRUT 8" MAX AIR TERMINALS, AND SERVICES AT TOP. SHALL BE POSITIVELY ATTACHED . TO THE CEILING SYSTEM A-803 CODE COMPLI COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635 AND ASTM C636, CISCA 3 -4, AND ASCE 7 -05, SECTION 13.5.6. APPROVED APR 13 201) OPERIMETER SUPPORT O GENERAL SUPPORT 0 LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT O BRACING CEILINGS EXCEEDING D O nni 2500 SF O SPRINKLER HEAD CLEARANCE Tukwila NOT REQUIRED IN SEISMIC DESIGN CATEGORY C CONTRACTOR OPTION FOR CATEGORY C PROVIDE ALTERNATIVE LATERAL BRACING DESIGN NOT REQUIRED IN SEISMIC DESIGN CATAGORY C BASED ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1. BUILDING DIV et) FOR CEILINGS LESS THAN 144SF INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS - 2006 IBC SEISMIC DESIGN CATEGORY C, D, E, AND F (0... 0 5-8 Al NO SCALE C303OAC 01 _ REC _ IVED __- __we_______ _________________ ____APR 05 2010 PERMIT CENTER : �projectsU ntemapu nap 3 lcadd !nap 3�sheetsU nap 3 _a .s 4/1/2010 2:28:40 PM COPYRIGHT(] 2008 CALLISON � Q z w O H < N 0- rn Cl, �i� 0 M o 0 0 M ca a0• c oO CC w�Q W � z :cIZ �O H- J Wc�iW l- O'�AMCnQ Q 0 N J J U CALLISON Fifth Avenue #2400 M Nt. M N O 03 rn C 0 m C (O .0 Co CO Cr) N • CD CO N c0 • N Cl) � I- www.internap.com 0 CD o ti N CD N. CO I- F 206 623 4625 F 404.521 .41 73 www.callison.com W F 2 U • =� ~ • W Cl) W W O. F • °-Q z (� r W W I- Z Z ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 0% DESIGN REVIEW 2/19/10 PERMIT SET 2/26/10 CD SET 3/8/10 PERMIT RESUBMITTAL 4/5/10 DETAILS A -803 PROJECT # 209871.00 INTERIOR EXIST. CONC. PANEL MTL. DRIP EDGE BACKER ROD & SEALANT LOUVER HEAD PREFINISHED METAL LOUVER SYSTEM UTILITY YARD SCALE 3" - 1' -0" E 10 • • I LOUVER JAMB 3 / SCALE 1 1/2" - 1' -0" CONC. PANEL JAMB FLASHING SEALANT INTAKE LOUVER W/ BIRD SCREEN INTERIOR BASE FRAME MTL FLASHING NEOPRENE GASKET (PER MFG) O O . D D D D • • LOUVER SYSTEM EEM A • LOUVER SILL EXTERIOR ROD AND SEALANT MTL. FLASHING EXIST. CONC. PANEL SCALE 3" - 1' -O" 1/2 GALV. SLEEVE rr— 6" DIA. PIPE AND CAP 1/2" EXPANSION JOINT SEALANT OVER COMPRESSIBLE FILLER CONCRETE PAVING REINFORCING .A • 4• . 4 REMOVEABLE PIPE BOLLARD 1"-V-0" G2030PV -19 1 RTU NOTE :IF SUPPORT SLEEPERS DO NOT RUN PARALLEL TO THE ROOF'S FLOW DIRECTION, PROVIDE FIBER CANT AS REQUIRED. NOTE: INSTALL SLEEPERS EAST -TO -WEST DIRECTION. 6x6 TUBE, 2 SIDES. REF. STRUCT. SKETCH CAP FLASHING FULLY ADHERED REINFORCED MEMBRANE SECURED W /BONDING ADHESIVE TO CURB 1 LAYER 1/2" DENSGLASS SEAM FASTENING PLATE, 12" O.C. MAX. MIN. 1 1/2" HOT AIR WELD W /3MM BEAD CUT EDGE SEALANT WHERE REQ. (FULLY ADHERED REINFORCED MEMBRANE EXISTING ROOF & INSULATION 1 LAYER 1/2" 5x5 TUBE POST GLASS REF. STRUCT. SKETCH EXISTING STRUCTURE RTU CURB SUPPORT NS Y 2ND FLOOR EL. 20' -0" AFF 1 LAYER 5/8" GWB OVER 3 5/8" METAL STUDS. ATTACH HORIZ. STUDS TO THE LOUVER'S BLANK PANELS. SEAL SPACE BETWEEN TOP OF SOUND ATTENUATOR AND FIREPROOFING OVER TUBE STEEL. < SOUND ATTENUATOR 6" LOUVER STRUCTURAL SUPPORTS & CROSS BRACING. REFERENCE ATTACHED < STRUCTURAL SKETCH 1ST FLOOR IV EL. 0' -0" AFF SECTION @ ATTENUATOR, TYP. NTS 20 GA SHEET MTL COVER W /DRIP EDGE 1 LAYER 5/8" DENSGLASS FASTENER W /NEOPRENE WASHER <— 6" METAL STUDS @ 16" O.C. W/ R -11 --- SEMI -RIGID INSULATION WOOD NAILER FULLY ADHERED REINFORCED MEMBRANE SECURED W /BONDING ADHESIVE TO CURB WELD MEMBRANES TOGETHER THYCURB (SBO) FASTEN W /TERMINATION BAR 12" O.C: MECH.RTU CURB BY RTU MFG. REFERENCE MECHANICAL SUBMITTAL FOR DETAILS ANCHOR MFG. RTU CURB TO TUBE STEEL @ 30" O.C. MIN. 3" FIBER CANT W /OLYBOND ADHESIVE FULLY ADHERED REINFORCED MEMBRANE SECURED W /BONDING ADHESIVE TO CURB —WELD MEMBRANES TOGETHER 5x5 TUBE FRAME, REF. STRUCUTRAL DWGS. FULLY ADHERED REINFORCED MEMBRANE SECURED W /BONDING ADHESIVE TO CURB 1 LAYER 5/8" DENSGLASS 6" METAL STUDS @ 16" O.C. W/ R -11 SEMI -RIGID INSULATION SEAM FASTENING PLATE, 12" O.C. MAX. MIN. 1 1/2" HOT AIR WELD W /3MM BEAD CUT EDGE SEALANT WHERE REQ. FULLY ADHERED REINFORCED MEMBRANE EXISTING ROOF & INSULATION LAYERS 5/8" GWB VER METAL ANGLES. FIRESEAL & F REPROOF (PACK W/ ROCK WOOL I R SPRAY). EXISTING STRUCTURE Al BASE @ RTU SUPPORT FRAME 11/2 " -1' -0" VERIFY EL W/ MECHANICAL PER PLAN INSULATION AS NOTED LEDGER ANGLE METAL STUD BLOCKING BASE PER SCHEDULE ACCESS FLOOR EL 30" AFF B 0 STEEL O3: TS SUPPORT LEDGER ANGLE WALL TYPE PER PLAN 4" TS POST ON 8x8 PLATE BOLTED TO SLAB SECTION THROUGH HVAC SHAFT SLAB 3/4 " -1' -0" 4RID 0 0 V-O" CURB HVAC OPENINGS (PH 4) 11/2 " =1' -0" EXISTING ROOF & INSULATION ..METAL FRAMING ANGLE PER STRUCTURAL FIRESEAL & F REPROOF (PACK W/ ROCK WOOL OR SPRAY). EXISTING STRUCTURE 11-0" �— 5/8" GYPSUM BOARD CLIP ANGLE COLUMN METAL STUD FRAMING GYPSUM BOARD COLUMN WRAP 11/2 " -1' -0" C1010FP -90 boo s8 REVIEWED FOR CODE COMPLIANCE APPWWIED APR 132010 City of Tukwila BUILDING DIVIgIrw projec s n emap nap ca , inap, s ee s nap. a • 0 0 ca (n 1- rc O C' 3 -0 j- coM 0 W Z�Q o. < 0 Z�� J Z W > < 0 J ZoI' N Q J >- a Z ° u 2 E M < N a W - W o C O N W CO 2 � 0. Q-ZWW0 O u ?r rw g cl oC w co co o< OZ 0)a N o I co -- • N- oN- d. c0 • CALLISON 0 0 V N 4t a) a) L W 0 N V M M N 0 T- a0 CD c 0 4) c 0 +, Co o a) CO F N co c) (0 0 0 N 0 U C N c 0 c 404.521.4173 www.callison.corn W 1- Z W V a_ =I- 1— U) W Q O (o W Q = W Q z 0 ce W w Z z ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 2/26/10 PERMIT SET RECEIVED CITY OFTUKWILA MAR 01 2010 PERMIT CENTER DETAILS A -804 0 0 ti rn 0 N 1- 0 W 1 THE FOLLOWING NOTES ASTM'S NOTED ARE TO GENERAL NOTE APPLY UNLESS NOTED OTHERWISE - BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - 2. DESIGN CODE AND Applicable Code Code supplement 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load Sabey Data Center (Internap III) 3355 S. 120 Place Tukwila, Washington STANDARDS (Edition /Name) - 2006 International Building Code & Date - N/A See snow load (IBC) Basic ground snow load - Pg = 25 psf Basic roof snow load - Pf = 25 psf Thermal factor - Ct = 1.0 Importance factor - Is = 1.0, 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 = 1.0. 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. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1998 PREPARED BY EARTH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. A COEFFICIENT OF FRICTION OF 0.35 BELOW FOOTINGS AND PASSIVE RESISTANCE OF 300 PCF. FOR CANTILEVERED RETAINING WALLS WITH LEVEL BACK FILL USE AN ACTIVE PRESSURE OF 40 PCF (USE NON- EXPANSIVE GRANULAR BACK FILL PER SOILS REPORT) AND A 250 PSF SURCHARGE WHERE TRUCK TRAFFIC CAN OCCUR. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 1000 PSF. CONCRETE F'c =4000 PSI. @ 28 DAYS 5 -1/2 SACKS MIN CEMENT PER CU. YD FOR ALL SLABS. F'c =3000 PSI. 0 28 DAYS 5 -1/2 SACKS MIN. CEMENT PER CU. YD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON- PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. 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. DO NOT PRIME STEEL SCHEDULED FOR FIRE - PROOFING. 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. MASONRY HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT (50/50) GRADE "N" IN ACCORDANCE WITH ASTM C -90. MASONRY STRESSES USED IN DESIGN (f'm = 1500 PSI) WERE FOR INSPECTED CONSTRUCTION. MASONRY UNIT COMPRESSIVE STRENGTH TO BE 1900 PSI MINIMUM ON NET AREA AND 1000 PSI MINIMUM ON GROSS AREA. ALL MASONRY TO BE ERECTED IN ACCORDANCE WITH CODE INDICATED ABOVE. MORTAR SHALL BE TYPE "S ", WITH MORTAR PROPORTIONS PER ASTM C270 TABLE 1 (TESTING LAB IS TO VERIFY IN WRITING THAT THIS TABLE FOR TYPE "S" MORTAR WAS COMPLIED WITH). MASONRY CEMENT AND MORTAR CEMENT ARE NOT TO BE USED ON THIS PROJECT. VOLUME PROPORTIONS FOR MORTAR AND GROUT MIX DESIGNS ARE NOT TO BE SUBMITTED IN THE FORM OF "SHOVEL - FULLS". GROUT SOLID ANY CAVITY CONTAINING REINFORCING STEEL IN LIFTS NOT TO EXCEED 4' -0" UNLESS HIGHLIFT CODE PROCEDURES ARE FOLLOWED AND MONITORED AND REPORTED BY THE TESTING LAB. GROUT STRENGTH SHALL BE 2000 PSI MIN. AT 28 DAYS. REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615, GRADE 60 (fy= 60,000 PSI). SPLICES SHALL BE 60 BAR DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN. ALL CONNECTIONS AND BOLTS SHOWN EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE MASONS DURING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING. ALL MASONRY TO BE RUNNING BOND LAY -UP. ALL MASONRY BOLTS & WHS ON THIS PROJECT TO BE GROUTED IN PLACE WITH AT LEAST 1" OF GROUT BETWEEN THE BOLT AND THE MASONRY (NO EXCEPTIONS). MAXIMUM ALLOWABLE CONSTRUCTION WALL ALIGNMENT TOLERANCES (BASED ON ACTUAL DIMENSIONS) ARE AS FOLLOWS: VERTICAL + 1/4" IN 10 FT, 3/8" IN 20 FT. & 1/2" MAXIMUM IN WALL HEIGHT. HORIZONTAL + 1/4" IN 10 FT., 3/8" IN 20 FT & + 1/2" MAXIMUM. WALLS EXCEEDING THESE TOLERANCES MUST BE REMOVED AND REPLACED (NO EXCEPTIONS). TESTING LABORATORY TO CHECK CONSTRUCTION DAILY TO THESE TOLERANCES. NOTE: MASONRY IS NOT TO BE CONSTRUCTED ABOVE ELEVATION 18' -8" AT MAIN BUILDING & ELEVATION 10' -0" AT TIRE CENTER UNTIL M.B.S. ROOF IS INSTALLED AND IS STRAIGHT AND TRUE AT INSIDE FACE OF MASONRY. THE MASON MUST VERIFY THE PLACEMENT OF THE VERTICAL WALL DOWELS PRIOR TO THE CASTING OF THE FOOTINGS. EACH AND EVERY MASONRY SHOP DRAWING MUST INCLUDE SECTION D -7 FOR FULL HEIGHT MASONRY WALL BUILDINGS AND SECTION F -5 FOR ALL OTHERS, NO EXCEPTIONS. THIS SECTION IS TO BE FULL SCALE OF THAT ON CONTRACT DRAWINGS. 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. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. 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. MASONRY: VERIFY THAT UNITS HAVE MINIMUM CELL SIZE PER DRAWINGS. VERIFY REINFORCING PLACEMENT IS PER DRAWINGS. MASONRY CONSTRUCTION SHALL HAVE SPECIAL INSPECTION PER CODE. DAILY VERIFY MASONRY TOLERANCES PER MASONRY NOTE THIS SHEET. SPECIAL INSPECTION IS REQUIRED BASED ON THE "UNIT STRENGTH METHOD" PER THE THREE STEPS NOTED BELOW, SAMPLING AND PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS AND DURING ALL GROUTING OPERATIONS. 1. UNITS CONFORM TO ASTM C90 AND ARE SAMPLED AND TESTED IN ACCORDANCE WITH ASTM C140. 2. GROUT CONFORMS TO ASTM C476 AND IS SAMPLED FOR EACH 5000 SF OF WALL AND TESTED FOR STRENGTH. 3. MORTAR CONFORMS TO TYPE '5' PROPORTIONS PER ASTM C270 TABLE 1. INSPECTOR SHALL CONFIRM IN DAILY FIELD REPORTS THAT THE PROPORTIONS ARE FOLLOWED (EITHER FIELD MIXED OR PREMIXED SAMPLES AND TESTS FOR STRENGTH ARE NOT REQUIRED). FAILURE TO FOLLOW THESE THREE STEPS WILL MEAN THAT PRISM TEST WILL BE REQUIRED. THE CONTRACTOR MAY ELECT TO TAKE PRISM TESTS IN LIEU OF THE "UNIT STRENGTH PROCEDURE ". TESTING LAB TO NOTIFY ENGINEERS NORTHWEST AND THE ARCHITECT BY PHONE AND FAX OF ALL NONCOMPLIANCES REGARDING MASONRY IMMEDIATELY. TESTING LAB TO SEND REPORTS TO ENGINEERS NORTHWEST AND THE ARCHITECT WITHIN 5 DAYS OF TEST. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING 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. ABBREVIATIONS ARCH. BAL. BTWN. B. OR BOT. BLDG. B.O.C.A. BRG. C.M.U. COL. CONC. C.I.P. CLR. CONT. C.J. C.S.J. D.S. DWGS. EA. E.E. EL. OR ELEV. E.N.W. OR ENW E.F. E.J. EQ. E.S. E.W. F.O.C. F.O.S. F.O.W. FTG. GA. GALV. G.W.B. H. OR HORIZ. I.C.B.O. I.F. INC. I.S. K L.W. M.B.S. M.R.S. M.O. = ARCHITECT = BALANCE = BETWEEN = BOTTOM = BUILDING = BUILDING OFFICIALS CODE ADMINISTRATORS = BEARING = CONCRETE MASONRY UNIT = COLUMN = CONCRETE = CAST IN PLACE = CLEAR = CONTINUOUS = CONSTRUCTION JOINT = CLOSURE STRIP JOINT = DRAG STRUT = = DRACH EAWING = EACH END = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = EXPANSION JOINT = EQUAL = EACH SIDE = EACH WAY = FACE OF CONCRETE = FACE OF STUDS = FACE OF WALL = FOOTING = GAGE = HOT DIP GALVANIZED = GYPSUM WALL BOARD = HORIZONTAL = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS = INSIDE FACE = INCLUDING = INSIDE FACE = KIP (1000 POUNDS) = LONG WAY = METAL BUILDING SUPPLIER = METAL ROOF SUPPLIER = MASONRY OPENING N.F. N.T.S. o/c O.F. O.S. 0.T.O. REINF. REM. R.O. SECT. SIM. S.J. STL. SYMM. S.W. = NEAR FACE = NOT TO SCALE = ON CENTER = OUTSIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTION = SIMILAR = SHRINKAGE JOINT = STEEL = SYMMETRICAL = SHEAR WALL OR SHORT WAY T. = TOP T.O.B. = TOP OF BEAM T.O.S. = TOP OF STEEL TOP OF SLAB T.O.F. = TOP OF FOOTING OR (FRAMING) TYP. = TYPICAL AT ALL SIMILAR PLACES U.B.C. = UNIFORM BUILDING CODE U.N.O. = UNLESS NOTED OTHERWISE VFY. = VERIFY V. OR VERT. = VERTICAL V.F.F. = VERTICAL FAR FACE V.E.F. = VERTICAL EACH FACE V.I.F. = VERTICAL INSIDE FACE V.N.F. = VERTICAL NEAR FACE V.O.F. = VERTICAL OUTSIDE FACE w/ = WITH w/o = WITH OUT W.H.S. = WELD HEAD STUD ® = AT = CENTER LINE IE = PLATE btoOs8 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING Dnricitr" P. z boon H v W CL 0 W a. z I- z 0 0 2 w I— 2 J -J 0 N Z W u m W uz z - N W 0 o. ZW OQ —> raw Diu CCU) 3350 RIVERWOOD PARKWAY 877.THE.PNAP SUITE 1900 a) co co 0 co • 0 I— z J Q www.internap.com Co rn CO h (V (D CO CO I- rn.in .a CO CO CO in 0 CO szo it, xi W� zU g Af 0 w rn CO CO CO NTERNAP DATA w C%) 0 NTERGATE EAST CAMPUS ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 3 -1 -2010 RFCEIVED CITY OF TUKWILA MAR 01 2010 PERMIT CENTER $$$DESIGN$SPECI FICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (2) 2008 CALLISON GENERAL NOTES S0.7 Q 27' -1" 27' -41" 27' -42" 27' -9 27' -9" 27' -9" 26' -2" 26' -2" 26' -2" 24' -94" 28'- „ Q. BEAMS ABOVE 0 O 0 �r M 0) N 0 0 N) 29'- ft 24'- 29' -4" •_[•i (Mat• MINI EOM EN MC • U z O 0 [• .40S•1 1I 0 O 0 0 000 0I 10 000 0 0I • [•N11111[_•,[• • •M K•CII L•] • [ ______ •1 V 10 SAWCUT & c ce REMOVE 5 " a CONC. WAL GRID E PER LEV. U lx (-FOR CONC. REPLACEMENT SEE SECT. S .S D -2.1 C -2 1 C -2.1 TYP. 0 M 0 N) r•7r•��i� 0 PER 18' -0" DAPER EXIST. 10" STR. SLAB 0 0 0 000 0I 10 000 0 0 0 000 24' -7" xN U z 0 0 28' -7" 0 0 0 O 000 0 O O O 0 O 1 2' -0" DEEP TRENCH w/ 1)-9" DEEP CONT. PILE CAP BELOW O O O 0 O • EXIST. 10" CONC. WALL 0 O 000 0 O O O 0 O 1 2' -0" DEEP TRENCH w/ 1)-9" DEEP CONT. PILE CAP BELOW O O O 0 O 11 nourar • • r 0 ARCH. BY OTHERS O SECTION S -2.1 CEILING FRAMING 01 0 0 O 0 O 000 0 O 00 0 0 EXISTING 5i" CONC. WALL 0 O 0 0 0 EXIST. 3' -3" DEEP CONT. PILE CAP 0 0 O 0 O 000 0 0 00 0 0 • [� [� 0 101 O I 0 N) O O1 EXIST. 10" STR. SLAB 0 EXIST. Cf o O O 12" WALL 0 *WM ■ TWA •o• • 0 METAL STUD WALL PER SECT. C -2.1 • O i[1 • •o• • • •o • • O 1 EXIST. 10" CONC. WALL EXISTING 8" SLAB w / #4 ® 24 "o /c EA. WAY 10 oho • (�] • 0 0 p fir O • EXISTING 52" CONC. WALL PARTIAL FOUNDATION PLAN Q NOTES; 3/32" = 1' -0" 1.) FOUNDATION NOTED AS (E) = EXISTING (N) = NEW 2.) SEE DETAIL C /S2.1 FOR TYPICAL HOUSEKEEPING PAD. 0 x bto-os9 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DI\�ISIfIN log e z crmum PROFESSIONAL SERVICES F 877.THE.PNAP www.internap.com i cl rn rg owl g • `)• t M W Ap O c r i 0 0 PROJECT # 209871 ISSUED I REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 3 -1 -2010 RECEIVED CI`P(OF MAR 01 7n10 PERMIT CENT ER $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT U 2008 CALLISON FOUNDATION & SLAB PLAN S1.7 • _ EXIST. B -2.1 I 1c2.1 TYP. _ • • 12" WALL 11 nourar • • r 0 ARCH. BY OTHERS O SECTION S -2.1 CEILING FRAMING 01 0 0 O 0 O 000 0 O 00 0 0 EXISTING 5i" CONC. WALL 0 O 0 0 0 EXIST. 3' -3" DEEP CONT. PILE CAP 0 0 O 0 O 000 0 0 00 0 0 • [� [� 0 101 O I 0 N) O O1 EXIST. 10" STR. SLAB 0 EXIST. Cf o O O 12" WALL 0 *WM ■ TWA •o• • 0 METAL STUD WALL PER SECT. C -2.1 • O i[1 • •o• • • •o • • O 1 EXIST. 10" CONC. WALL EXISTING 8" SLAB w / #4 ® 24 "o /c EA. WAY 10 oho • (�] • 0 0 p fir O • EXISTING 52" CONC. WALL PARTIAL FOUNDATION PLAN Q NOTES; 3/32" = 1' -0" 1.) FOUNDATION NOTED AS (E) = EXISTING (N) = NEW 2.) SEE DETAIL C /S2.1 FOR TYPICAL HOUSEKEEPING PAD. 0 x bto-os9 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DI\�ISIfIN log e z crmum PROFESSIONAL SERVICES F 877.THE.PNAP www.internap.com i cl rn rg owl g • `)• t M W Ap O c r i 0 0 PROJECT # 209871 ISSUED I REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 3 -1 -2010 RECEIVED CI`P(OF MAR 01 7n10 PERMIT CENT ER $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT U 2008 CALLISON FOUNDATION & SLAB PLAN S1.7 1' -6" 27' -1" 27' -4 27' -4 „ 27' -9 8 ,, 24' -94" 29' -44" 1' -6„ 4AN O O M A 9'_0" i 2 ►L 5' -11 1' 2 (E) W21x44 ( (E) W21x44 (16) (E) W27x84 (40) co 1' -6" (E) W21x44 (16) 1 (El) W27x84 10' -2" W27x84 CO NI- X w W27x84 (E) W21x44 (16) x N w (40) 0 40 40 (O CO 9' -1 3.„ 7,_18" 2 1 9,_ 1 1 it 11" 9' -3» 29' -4" 9' -3? 9,_3„ 27' -9" r- 1'- 78'- -/ -6 9' -78„ 8,_0" 10" 8 (E) W21x44 (16) (E) W21x44 (16) (E) W27x84 ;40) (E) W21x44 (16) DEMISING WALL COORDINATE w/ ARCH. co (E CO W27x84 ;40) co x N W x N w (E) W27x84 X 3 w (E) W21 x44 (16) (E) W27x84 40) 40) (E) W21 x44 (16) x N w (E) DUCT OPENING C12x20.7 cO d�- x w W27x841 X N E cO (40) W30x99(.iO (E) W21x44 (16) CO (E) W21x44 (16) (E) W21 x44 (16) (E; W27x84 40) I (E) x w W30x99 I I I (E) L4x4xl. BRACES (E) W21x44 (16) X r N .. CO X N W W27x84 co (E) W21x44 ( .-. CO E W27x8 (E) W21x44 (16) NEW FLOOR PEN RATION PER SECTION F -2.1 (E) W21x44 (16) (40) 0 (E) x N W (40) x N W27x8 d (40) 0 E) W27x8 d• (40) X N CO NJ- (NI W u �E) W27x8 (E) W21x44 (16) d' x N (40) 0 x N w (E) Al F -2.1 v W27x84 (4.0) cO N W W27x84 ( 0) CO u (E) x (E) W24x68(30) D W27x84 (d 0) c0 (E) Co N w W27x84 (40) (E) W21x44 (16) (E) W27x84 (40) (E) DUCT ' EXIST. 61" CONC. SLAB ON 18GA. W2 FORMLOK DECK 4 I V • p v. f j0 PARTIAL 3RD FLOOR FRAMING PLAN Q NOTES; 3/32" = 1' -0" 1.) STRUCTURAL FRAMING NOTED AS (E) = EXISTING (N) = NEW 2.) SEE SHEET S2.3 FOR GENERATOR EXHAUST STACK ANCHORAGE. (E) W21x44 (16) (E) W21x44 (16) BRACED FRAME O W21x44 (16) (E) W27x84 x BRACED FRAME (E) W21x44 (16) (E) W27x84 X BRACED FRAME O W21x44 (16) (E) W27x84 X (E) W21x44 (16) X N W (E) JV33x118(30) (E) L4x4x4 BRACES C) N 1 CO x N w (E) W21x44 (16) (E') W27x84 (40) (E) W21x44 (16) 27' -4 28' -5" 27' -9 29'- IU 27' -9" 24' -61" 11„ 7'_1 " 9' -1 ,I 2' -08" 9, -3" 913if, 9' -3" 9'_7i" 8'_0" -7810 6' or (E) W21x44 (16) (E) W21x44 (16) (E) W27x84 ;40) (E) W21x44 (16) CO x N W CO 1 (El) W27x84 x N w 1' -6" N w (E) W27x84 (E) W21x44 (16) (E) W21x44 (16) CO (40) 0 (E) W27x84 (40) (E) W21x44 (16) ;40) 3 w (E) W27x84 ;40) 10' -2" 1 (E) W27x84 (40) CO X r N w (E) W21x44 (16) Co x N w (E) W27x84 ;40) Co u Co r w C1 2x20.7 A (E) DUCT OPENING (E) x 3 W W27x84 (40) X 3 W x 3 W (E) W21x44 (16) (E; W27x84 40) x 3 W X X r (E) W30x99(30) (E) W21 x44 (16) (E) W21x44 (16) (E) X N W W30x99(30) (E) W21 x44 (16) (E) W21x44 (16) (E) (E) W21x44 ( W27x84 ( 0 1 NEW FLOOR PEN RATION PER SECTION F -2.1 (E) W21x44 (16) x W v (E) co x 3 W W27x84 ( 0) Ni- x 3 w (E) x 127x84 (40) CO x C7 N w (E) d- X W27x84 (11.0) X N Co x 3 W (E) W27x84 X 0 *t X N X N W (E) W21x44 (16) (E) W30x108(30) X N x N W W27x84 ( 0) F -2.1 (E) (E) W21x44 (16) 27x84 ( O M cD N N 0) CO N W X w co u (E) x W27x84 (40) CO X N w (E) (E) W21 x44 (16) W27x84 (40) (E) W21x44 (16) (E) W27x84 0 M x n N 0 X x N W E) W33x118(30) (E) L4x4x* BRACES PARTIAL 2ND FL EXIST. 61" CONC. SLAB ON 18GA. W2 FORMLOK DECK •4 o .• p • 9R1' a•,0 • p OOR FRAMING PLAN Q BRACED FRAME (E) W21x44 (16) (E) W27x84 x BRACED FRAME (E) W21_ x44 (16) (E) W27x84 BRACED FRAME (E) W21 x44 (16) (E) W27x84 X 3 W 0 (E) ,V33x118(30) k NOTES; 1.) STRUCTURAL FRAMING NOTED AS (E) 2.) SEE SHEET S -F -2.2 FOR GENERATOR = EXISTING (N) = NEW EXHAUST STACK ANCHORAGE. 3/32" = 1' -0" b(OO58 (E) L4x4x BRACES 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION P. INTERNAP* z INTERNAP NETWORK SVCS www.internap.com CO tr) Ca CO I C) CN2z CO 0 co LCD ria • g tx w, A{� o� C CD CO CO W 07 N Z O cp W 2 � V Q - U rZ co 4 _ I-- CC W < Q (n W chi < W r .. =W a. 1— Cn — W I M N z Z 0 N C.) I— W 0 a ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 3 -1 -2010 RFCEIVED CITY OF TUKWILA MAR 01 2010 PERMIT CENTER $$$DESIGN$SPECI FICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (j) 2008 CALLISON PARTIAL FLOOR PLANS S1.2 SUPPORT FOR HVAC DUCT ABOVE ROOF TYP. SEE SHEET S2.3 � I9 H 0 0 N � W XI- ct OCi) . I. W Z(1) 0. Q Z W I- 0 Z Lo _ N .1 ............. 191.50 3350 RIVERWOOD PARKWAY CONDENSER END �s TYPICAL HVAC CURB LAYOUT NOTES; 1.) CENTER CURB ON NEW OR EXISTING (E) ROOF FRAMING i ISEESEEEEEEENIEEE SEE MEEMIE -�. ZEN . . . . .. . . . . . •.. ./. • • • • • • • •191.50 119150 •. 44.00.0 dee •sl >;> • • r Au 0.41 410.000.0 W CO Z • o • U g W o w C CO CO CO FEE NEIN i Y:7; Ste: MEMEEMEM Eigit EMEM l ::::::::1 ALIGN DIREC CURB, OFFSE . ................. ............. .......... ..... .. . ..... ...%:.:.. EEEM Cd W H z W v a 1- 0 z Cd W H z IEM 0 NTERGATE EAST CAMPUS 0 0 ti co O N 0 1- U W a ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 EVIEW 2/19/10 PERMIT SET 3 -1 -2010 HEADER SCHEDULE MARK SHAPE H1 W12x16 H2 W14x22 NOTES; 3/32" = 1' -0" 1.) STRUCTURAL FRAMING NOTED AS (E) IS EXISTING, OTHER NOTED FRAMING IS NEW. 2. SEE DETAILS S2.3 FOR NEW HVAC SUPPORT. 3. SEE DETAIL S2.3 FOR ROOF DECK PENETRATION REINFORCING. 4. SEE DETAILS S2.3 FOR NEW EXHAUST FAN SUPPORT. 5.) SEE SHEET S2.2 FOR GENERATOR EXHAUST STACK ANCHORAGE. 6.) SEE DETAIL S2.3 FOR CONDENSER SUPPORT. REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 MAR 01 2010 ROOF FRAMING PLAN S1.3 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (9) 2008 CALLISON 0 1 cV 0 R MOVE EXIST. 5�" CONC. WALL AT LOUVER #4 x O' -10" DOWEL CO 24 "o /c, EXPDXY INTO EXIST. SLAB lll T1 1I1=1II= I�1111111— �1I1 --r 111 =1111 =I 111 =� i EXIST. SLAB EXIST. WALL FTG SECTION A -2.1 L3x TO L3 EXIST. SHEATHING LOUVER FRAME TO L3x > EA. END #10 CO 6 "oc FLASHING BY OTHERS 6" 1 3x3x x11 -0" EA. END w/ "0 HI TI TZ (EMBED 4 ") EXIST. SLAB • • a 1 a•5 EXIST. W.F. RELOCATE EXIST. Z —GIRT TO TOP OF LOUVER EDGE OF EQUIPMENT z #4 CO 24 "o /c, E.W. r ir I II — III — III - I I I H1=1111=1111=111 i" DIA. J —BOLTS CAD 24" O.C. PERIMETER EMBED 4" HILTI RE 500 ADHESIVE II 1111 IIUIIITIIIII III -III =1 EXIST. SLAB NOTE; FOR SPILL CONTAINMENT PROVIDE L3X2Xj (LLH) ® PERIMETER w/ j" DIA HILTI KB TZ ® 24" O.C. TYPICAL HOUSEKEEPING PAD SECTION 3RD. FLOOR LOUVER B -2.1 " = 1' -0" GIRT w/ X —ENDI PINS DTL a4 —a4 L3x TO W.F. ® Z —GIRT ATTACH NEW LOUVER BY OTHERS EXIST. COLUMN L3x3x4x0' -3" GIRT RELOCATE EXIST. Z —GIRT TO BASE OF LOUVER w/ 0.1480 HILTI X —EDNI FASTENERS CO 12 "oc SECTION E -2.1 i" = 1' -0" 4 0.148 "0 HILTI X —EDNI FASTENERS 0 EA. END DTL a3 —a3 c , -1 1-7 Q. BEAM w i [FIELD VERIFY] I— I— 1 CONT. DFLECTION TRACK ATTACHED TO SLAB SOFFIT 9• 0 0 rn /-1 EXIST. W.F. JOIST 18GA. TRACK CO PNL. EDGES, TYP. CONT. 18G BOT. TRACK w/ 1 "O HILTI KB3 CO 4' -0 oc (EMBED 3 ") [FIELD VERIFY] EXIST. SLAB 0 0 0 s GYP FINISH PER ARCH NO. 8 SCREWS ® 6 "oc EDGES & 12 "oc FIELD METAL STUD PER SCEDULE CONT. TRACK TOP & BOT. w/ NO. 8 EA. STUD EA. SIDE STUD SCHEDULE LOCATION DESIGNATION SPACING 1ST FLOOR 6x1 1x18 GA 24" o.c. 3RD FLOOR 8x1 ix18 GA 16" o.c. III — III —III_ •I 1=m=11111 01 1 1111 1 11 11 1 n- =1 � 1 =1 � 1= METAL STUD DEMISING WALL SECTION C -2.1 MECH. CURB SEE DETAILS i" = 1' -0" C BEAM L L6x6xfg TYP. COPE 0 SUPPORTS BELOW FLOOR DECK SECTION F -2.1 i" = 1' -0" n L3x TO EXIST. J1'P. 1 V11" L3x's TYP./ V " TOP R z ITYPICAL, PER SECTION AT OPENINGS 1"x6" BASE R. w/2 -4 "0 ALL THREADED RODS CO 6 "GA EPDXY w /HILTI HIT HY -150 ADHESIVE. (EMBED 5 ") 0' -0" C (E) FLOOR BEAMS L3x3x +" FRAME w/ KNEE —BRACE INFILL PER SECT. C-2.1 HSS 5X5X* HSS 5X5X" 8' -O" MAX. (CLR.) R.O. PER ARCH. PER ARCH. <3 SIDES /BEVEL WELD THIS FACE SECTION 8' -0" MAX. D -2.1 8, -0" 8' -0" AAAAACCIP.A.A. ---- - - - - -- . ; . ; •. ; •. ; . ; . ; . ; . . ; . ........... I. SCHEMATIC ELEVATION btoos8 REVIEWED FOR CODE COMPLIAN CE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (q) 2008 CALLISON co v N oC O W z a z W F z 0 0 2 I- D 0) U) 2 J J 0 U, 0 0 Q 0 Z N- o) N W 0 M et t•-• 0 N. I— LL -I a Z O Cl) Cl) a rn W 0_ co 0 0 U. O 00 co H� ct o ZW W o 00 >°'< v� CWZ paw ol—a DW M I- CC VN cs, c/) www.internap.com 03 143 C01 03 Ili C) C‘Iz 1110 m0 o z CC W N z W I a a. a z CC W H z W 2 0 0 0 PROJECT # 209871 ISSUED I REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 3 -1 -2010 RECEIVhU CITY OFTUKM MAR 01 ZU10 PERMIT CENTER FOUNDATION SECTIONS S2..1 TOP OF EXHAUST STACK 10 * -0" ABOVE ROOFLINE NEW GUIDE COLLAR AT ROOF ROOF EL. VARIES 64' -01" TYP METAL FLASHING BONNET ® MTL. PANEL WALL PENETRATION NEW GUIDE COLLAR AT THIRD FLOOR 3RD FLOOR EL. 40' -0 "-AFF NEW S.S. EXHAUST STACK NEW EXHAUST STACK GUIDE COLLAR iCr MTL. PANEL WALL $ 2ND FLOOR EL. 2O' -0" AFF 1ST FLOOR EL. 0' -0" AFF CONC. PANEL WALL EXIST. ROOF ASSEMBLY EXHAUST STACK GUIDE COLLAR L6x64x2' -6" STEEL ANGLE L4x4x1/4 STEEL SUPPORT ANGLE 2' 0" NEW EXHAUST STACK EXIST. MTL. SIDING EXIST. GIRDER CONNECTION @ ROOF i" = 1' -O" HSS4x4x1 STL. STRUT HSS4x4x1 NEW S.S. EXHAUST STACK EXIST. MTL. SIDING EXIST. GIRDER L8x6x1x2'— 6" STEEL ANGLE 24" W/ (4)4"0* EXPANSION ANCHORS ® 9" O.C. 11" 43 V CONNECTION @ 3RD FLOOR i" = 1' -0" EXIST. MTL. SIDING ABOVE EXHAUS STACK COLLAR L6x6x47 W/ (4)- ANCHOR NEW EX STACK EXIST. T UP CON PANEL ;UIDE 0 U" fIi II❑ 2' -6" STEEL .1 "o* EXPANSIONII • 4 V 3 0 9" O.C. IAUST 4 ' , i ILT 0 EXIST. GIRDER CONNECTION @ CONC. PNL SECTION @ EXHAUST STACK, TYP. I" = 1' -0" 4- "xi" STL. PLA E, BOLTED TO END 2' -2" HSS4x4x* NEW EXHAUST STACK L3x3x+ WELDED TO HSS 2 -4" WINDOW CUT IN SIDE OFHHSS FOR ACCESS TO BOLT, TYP. GUIDE COLLAR PLAN 11- = EXIST. MTL. PANEL WALL PRE —FIN. MTL. FLASHING, PER ARCH 1"x-it; CONT. STL. TAB WELDED TO ALL SIDES OF TUBE SEALANT, TYP. HSS4x4x1 /4 GUIDE PLATE, BOLT TO HSS PER MFR. EXPOSED FASTENERS TO BE GASKETED ADDITIONAL MTL. STUD FRAMING IN EXIST. WALL MTL. FLASHING o 3RD FLR. GUIDE COLLAR 3" = 1' -0" i"93 EXPANSION ANCHOR 4 —i" EMBEDMENT, MIN. STEEL B —LINE PIPE ROLLER 83114R -18 OR EQUAL. z 1 2' -10" MAX. HSS 4x44, TYP. TYP> SUPPORT COLUMN TOP OF LOUVER #" = 1' -OII NEW EXHAUST STACK 4 —i "X ON EN IV " STL. PLATE BOLTED 2 —s" WINDOW CUT IN SIDE OF H SS FOR ACCESS TO BOLT, TYP. 18.'0 24" FROM WALL GUIDE COLLAR SECTION Noo S$ REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION J 4 } Z O Y W< rn CL c� IL 0 o 0 0 CO Q Ce00 ZW w o 00 >2< >wz mM O I- J M I— WV) co CO < a W z www.internap.com co rn 00 ti N CO Coo ti CO I- m� CO CO cz m CO LCD 1 LO C/2 �w cz8 a �W o co NTERNAP DATA NMI w 0_ NTERGATE EAST CAMPUS 0 0 ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 3 -1 -2010 RECEIVED CITY OF TUKWILA MAR 01 2010 PEI-M1 I C E N $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (c} 2008 CALLISON EXHAUST STACK SECTIONS S2..2 E — VERIFY 0 I N (MINIMIZE HEIGHT) V L• w HSS 5X5xi CONT. HSS 5X5xi. I � 8'- 0 "O.C. MAX ✓ / —+ /—y r- q_ 5x5 T.S. POST g 6x1 tX20 STUD INFILL BTWN ROO DECK AND CURB TYP. �-1 • a, I- S TYPICAL ABOVE ROOF MECHANICAL UNIT SUPPORT CURB SECTION A -2.3 r = 0 BEAM I, NOTE; SEE ARCH DETAIL A -9 2 FUTURE DUCT / CURB SUPPORT CURB PER F -2.3 <3 SIDES V V /31x *x0' -31" TYP. R C BEAM SU PORTt COPE 31x1x0' -31" R TYP. CURB SUPPORT FRAMING BELOW ROOF DECK SECTION E -2.3 TYP. BEAM PER PLAN TYP. i" BOLTED CONNECTION PER SCHEDULE COPE TOP FLANGE (MINIMIZE HEIGHT) HSS 5X5xi CONT. HSS 5X5x0 PER PLAN 1 1 1 1 1 1 I 11 BM PER PLAN EXIST 8 8X, OR 16x16xt H S COL. I. 0 0 O BM PER PLAN O O Jere EXIST 8x8 HSS EXISTING ROOF BEAM SECTION B -2.3 1._0” PLATE AND BOLTS PER SCHEDULE DETAIL FACTORY CURB N 6x6 w/ i “0 CARRIAGE BOLTS ® 2' -0 oc 66LTLB' OG. RUPEt L6x6x1 1iN CURB FOR HUMDIFIERS S" DIAx3" LAG BOLTS ® 24 "oc 6x1ix2OGA 24" O.C. 6x18GA CONT TRACK ZONOLITE FILL ON ROOF DECK H.S.S. §x6x 2 SIDES MIN. j' EN TYP. SECTION F -2.3 1._0“ STEEL BEAM PER PLAN CONNECTION SCHEDULE SUPPORTED BEAM „ „ R t # OF i"0 A325N BOLTS CAPACITY KIPS W10 :" 2 8.2k W12 :" 3 16.3k W14 a" 3 16.3k W16 g" 4 26.1k W21 an 5 36.3k MC10 :" 5 36.3k U.N.O. PER SPECIFIC DETAIL. TYPICAL STEEL FRAMING DETAILS r = NOTE: SEE ARCH DETAIL A -9 ® FUTURE DUCT. OPNGS. MECHANICAL OPENING 4x4x L ALL AROUND OPGS.� ROOF DECK D �- EXIST BM PER PLAN TYPICAL FRAMING AROUND ROOF PENETRATIONS SECTION C -2.3 8 2100# AIR COOLED CONDENSER IMMO 2100# AIR COOLED CONDENSER , ,,, ,,, v <TYP. HSS POST 5X5X 4 PLACES EXIST ZONOLITE FILL ON ROOF DECK SECTION G -2.3 " = 1' -0" ce w a x 0 a �- EXIST BM PER PLAN " 1/3 -12" HSS SUPPORT POST U NEW HVAC UNIT 7 • HVAC CURB BY OTHERS - HSS SUPPORT CURB EXIST. ROOF ANCHORAGE OF NEW HVAC SECTION D -2.3 r_o” 2 "0 SCHED. 40 PIPE TYP. 3 “0 SCHED. 80 PIPE TYP. —(N) W8X10 btO � O S p TYPICAL DUCT FRAME NOTE: MAXIMUM SPACING BETWEEN FRAMES IS 13' -6 ". I" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 Ci of Tukwila BUILDING DIVISION $$$DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT (2) 2008 CALLISON 4gt Pi.Z TE M -100 U) 2 LAI J J 0 N co O co 0 co 0 Qo ti 0 cn Q0 M Z d. J 'I- I- < I- z Zu i„ CC PROFESSIONAL SERVICES U- W Cl) u. o o O 0 c?) W 0 . A. Q co) o IY o 0v >r'H -> �WZ pw 01- Q W MJ DI- y co U) Q www.internap.com I °' toz c0 o CO LO to- t LO C/3 w vz0 � W Ag 000 1. W 03 5 co 0 co W H Z W v aw Q 0. 4 z CC W N z NTERGATE EAST CAMPUS aco CO CID _ r 0_ CO s0) Q N C0 CO M F._ 0 0 CO 0 N I- U w 0 fY 0 ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 3 -1 -2010 RECtIVEED- M.AR it 1 ZU1U ROOF SECTIONS S2.3 BEARING HEADER PER SCHEDULE CLIP FLANGES OFF & LAP TOP TRACKS TYP. 3 SCREWS MIN. - 16)' o /cRTOP & BOT. 0 HEADER SINGLE WINDOW SILL TRACK 16GA. NON- BEARING HEADER ON HEADERS COPE OUT FLANGES SO WEBS LAP 1#" MIN. w /JAMB STUDS & SCREW WEBS w/8 SCREWS TO STUDS JAMB STUD TYP. CRIPPLE STUD 0 )C8, (2) 0 C12 NO CRIPPLE STUD OCCURS 0 NON- BEARING HEADER. TYPICAL HEADER DETAIL HEADERS NOTED ON THE PLAN AS "HDR." ARE BEARING HEADERS & ARE NOTED IN THE PARTS SCHEDULE BELOW. HEADERS RUNNING PARALLEL TO THE JOISTS ARE NON- BEARING (U.N.O.) SCREWS 0 3"o /c TO ALL BLKG. PANELS THRU TOP & BOT. STRAPS SCREWS 0 16 "o /c TO ALL WALL TRACKS 20GA. 2" x 2" ANGLE x CEILING JOIST DEPTH LESS 1" w /(3.) SCREWS EA FACE TYP. (U.N.O.) CONT. STRAPS TOP & BOT. OF CEILING JOISTS 0 LOCATIONS PER "JOIST BRACING SCHEDULE "u LAP STRAPS 24 MIN. w/2 ROWS SCREWS 0 4 o/c EA. ROW (6 PER LAP) SEE NOTE BELOW SCREWS 0 EA. CEILING JOIST T. & B. TYP. SOLID BLOCKING 0 END TWO CEILING JOIST SPACES 0 EA. STRAP RUN, SAME GAUGE & SIZE AS CEILING JOISTS. PROVIDE TWO SPACES OF SOLID BLKG. 0 EA. END OF JOIST RUN & 0 20' -0 "o /c MAX. BETWEEN TYPICAL JOIST BLOCKING & STRAP DETAIL CEILING JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT REQ'D. IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT REQ'D. IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. CRC OR STRAP PER SCHEDULE DRIVE PINS 0 24 "o /c MAX. & 6" MAX. FROM EA. END OF TRACK, (U.N.O.) TRACK BLOCKING TO MATCH STUDS, PLACE 0 10' -0 "o /c MAX. ALONG WALL & 0 EACH END OF WALL BEND UP 4" 0 EA. END. 4 SCREWS TO STRAP EA. BLOCK STUDS 0 16 "o /c OR 24 "o /c PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. BOT. TRACK PER SCHEDULE USE (2) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. NOTE; SEAT STUD WEB TIGHT TO TRACK WEB 0 TOP & BOT. OF STUDS TYPICAL WALL, BLOCKING & STRAP DETAIL STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. CRC MY BE USED IN PLACE OF THE STRAP BLOCKING. TYP. CEILING JOIST PER PLAN (MAX. JOIST SPACING = 48 "o /c) ROOF DECK PER SCHEDULE BELOW WHERE SHOWN ON PLAN. FASTEN TO FRAMING w / "0 PUDDLE WELD 0 24 "o /c TO ALL FRAMING (FOR SECURITY) 16GA. TRACK (U.N.O.) BLKG. REQ'D. AT CONT. JOISTS. PROVIDE 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS PER LEG SEE TYP. BLKG. DTL. FOR ANGLES TOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS BLOCKING NOT SHOWN HERE FOR CLARITY TYPICAL JOIST OVER INTERIOR WALL 10 x 10 x 16GA. GUSSET 0 STRAP w/4 SCREWS EA. MEMBER (MIN.) THIS GUSSET TYP. WHERE STRAPS END SCREWS 0 16 "o /c 0 JOIST OVER WALL (SEE PLANS FOR LOCATIONS) CLIP FLANGES & LAP TOP TRACKS TYP. G.W.B. PER ARCH. NOTE: STUDS NOT SHOWN FOR CLARITY 16GA. TRACK CONT. (U.N.O.). PROVIDE 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS PER LEG CONT. DIAG. BRACING STRAPS PER PARTS SCHEDULE WHERE SHOWN ON PLANS SCREW TO EA. JOIST w/2 SCREWS TAKE ALL SLACK OUT OF STRAPS. LAP SPLICE STRAP 8" w/4 SCREWS MIN. RIM JOIST SPLICES USE 3" x 8" x 16GA. w/6 SCREWS E.S. NOTE; DO EQI SPLICE RIM JOIST OVER ANY HEADER. 16GA. GUSSET R SIZE DETERMINED BY NUMBER OF SCREWS SEE SCHEDULE HOLD 16" EA. END Q. STUD HOLDOWN PER SCHED. EA. END SEE DTL. "b-b" TYPICAL JOIST TO RIM JOIST w /DIAGONAL STRAPS CEILING DIAGONAL STRAP BRACING NOT REQUIRED WHERE DECKING OCCURS. .4s) G - 1 x 16GA. w/SCREWS STAGGERED (9 EA. SIDE OF COL.) • COPE TOP TRACK AS REQ'D. 0 COL. WF COL. PER M.B.S. TYPICAL TOP SPLICE DETAIL © BLDG. COLUMNS NOTE; SPLICE DETAIL NOT USED ON MASONRY BLDG. TYP. (U.N.O.) AROUND HOOD DUCT SHAFT NOTE: JOISTS ARE NOT TO BE CUT FOR INSTALLING DUCT WORK JOIST SPACING PER PLAN (24 "o /c MAX.) SINGLE JOIST L2 x 2 x 200A. x 7" w/ 5 SCREWS EA. WAY (6 PLACES) DOUBLE JOISTS RIM. JOIST HEADER EACH EA. SIDE OF DUCT. TRACK BLKG. EA. SIDE F HOOD DUCT w /1t" x 1" x 16GA. x 0' -7" ANGLE EA. END w/4 SCREWS EA. LEG INTO BLKG. & JOISTS. CONDITION AT DUCTS LARGER THAN JOIST SPACING TYPICAL DUCT PENETRATION THRU CEILING FRAMING NOTE; SEE ARCH. FOR LOCATIONS TYPICAL LIGHT GAGE FRAMING DETAILS A -2.2 r = r-O" EXTEND TO ADJACENT WALL UNLESS BRACE LENGTH THIS CALLED OUT ON PLAN TOP TRACK DIAG. STRAPS PER SCHEDULE 4. (DO NOT SPLICE) DRIVE PINS 24 "o /c / S SHEARWALLS TYP. SYMM. DBL. STUD TYP. EA. END OF WALL (U.N.O.) -� • • TYP. .I,,.,. ' . i ,t.,.. OF STRAP TO INTERSECTION OF DBL. STUD & TOP TRACK TYP. T. & B. PER PLAN RIM JOIST OR TRACK 3 STUD W LL TYP. HOLDOWN PER SCHED. EA. END SEE DTL. "b -b" "X" BRACED SHEAR WALL ELEV. NOTES; 1.) BRACES MUST BE TIGHT & STRAIGHT. NO SLACK ALLOWED BTWN. STUDS. ELEVATION B -2.2 16 GA. UNPUNCHED 0 TRACK SHEATHING EA. SIDE CEILING JOIST PER PLAN ALIGN w /STU DS. TOP OF WALLS ® C -2.2A NOTE; C -2.2A SAME AS SHOWN EXCEPT: THE WALL SHOWN STOPS AT THE TOP OF THE CEILING JOISTS w/A 16GA. CONT. TOP TRACK. (DLT.) SHEATHING PER ARCH. L 2 x 2 x 20GA. w/4 #8 EACH WAY EACH JOIST L PER SECT. A -2.2 0 GYP. CEILING SECTION C -2.2 & C -2.2A O D -2.2 SOLID BLKG. O D -2.2A CONT. DLT. TOP OF WALLS D -2.2A 2 #8 -20 SCREWS O EA. STUD NOTE; REMAINDER PER SECT. A -2.2 CONT. JOIST CEILING JOISTS (LOW) i" = 1' -O" SHEATHING PER ARCH. 'NOTE; D -2.2A SAME AS SHOWN EXCEPT: THE WALL SHOWN STOPS AT THE TOP OF THE CEILING JOISTS w/A 16GA. CONT. TOP TRACK. (DLT.) SECTION D -2.2 & D -2.2A " = 1' -0" THICKNESS OF STEEL COMPONENTS' GAUGE DESIGN THICKNESS MINIMUM THICKNESS2 22 .0283 .0269 20 .0346 .0329 18 .0451 .0428 16 .0566 .0538 14 .0713 .0677 1 UNCOATED STEEL THICKNESS. THICKNESS IS FOR CARBON SHEET STEEL. 2 MINIMUM THICKNESS REPRESENTS 95% OF DESIGN THICKNESS AND IS THE MINIMUM ACCEPTABLE THICKNESS DELIVERED TO THE JOB SITE BASED ON SECTION A3.4 OF THE 1986 A.I.S.I. CODE. JOIST BRACING SCHEDULE JOIST SPAN TOP AND BOTTOM FLANGE BRACING UP TO AND INCLUDING 10' NONE 10' UP TO AND INCLUDING 14' ONE ROW AT MID -SPAN 14' UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS 18' UP TO AND INCLUDING 25' THREE ROWS AT QUARTERS SPANS NOTE; 1.) FOR ALTERNATE TO STRAP BRACING USE 11" CRC ON TOP OF JOIST. FASTEN TO EA. JOIST w/2 SCREWS. 2.) SPACE BRACING AS NOTED ABOVE EXCEPT WHEN NOTED OTHERWISE ON PLANS. 3.) SEE SECT. A -2.2 FOR DETAILS AND EXCEPTIONS. x 0 o: ce w a 1 16GA. STRAP TO L L4x6 g" x 1' -0" w/ 2- 0 HILTI RE- 500 -SD EPO ANCHORS (EMBED 7 ") DETAIL "b -b 11 SEE SCHEDULE FOR LOCATIONS 1 i" = 1' -0" POST DURABLE SIGN \ "POSTED NO STORAGE" 0 ce w a 0 0 1 0 N 27' -4" 20' -0" 0 ATTENUATORS BY OTHERS 1200 S- 162 -54 12 "x1 " JOISTS x 16GA. 0 16 "oc i" CDX PLYWOOD w/ f10 WOODIES 0 6 oc EDGES & 12 "oc FIELD HDR. aW o >� I *_ u < U 0 W a, w x 0 6" STUDS PER ¢ C -2.1 (TYP.) a • c:!;,d 0 1ST FLOOR CEILING FRAMING PLAN " = 1' -O" WALL BRACING SCHEDULE MARK STRAP (50 k.s.i.) HOLDOWN NUMBER OF SCREWS GUSSET TO T. & B. TRACK GUSSET TO DBL. STUDS GUSSET TO STRAP 05 5" x 16GA. S /LTT20 30 43 25 NOTES; 1.) SCREWS MUST BE PLACED AT LEAST TO APART AND MUST BE in FROM DGE OR END OF ALL METAL PIECES. SCREWS 0 BE #10 WAFER HEAD w/ MIN. ig "0 HOLDOWN SCHEDULE HOLDOWN ANCHORS SCREWS SIMPSON S /LTT20 1.6k ALLOWABLE LOAD #" SIMPSON TITEN HD (EMBED 3 ") INSPECTED INSTALLATION. I.C.C. ESR 2713 3200# ALLOWABLE LOAD. 8 #10 _ SIMPSON S /HTT14 3.2k ALLOWABLE LOAD 14 #10 (' I Duo -o s� $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME Pit 0 y 0 v H � c 0 CAM 3 ;o W M o Z t!�¢o p. QC a) Z -1ao M 2 J ~ w • > < I- 0 -1 Z 'n H NQHLL PROFESSIONAL SERVICES -� 0 N W U. cg p.y ZW ou t0- -> cam mu) 3350 RIVERWOOD PARKWAY SUITE 1900 www.internap.corn 0 0 co ti N 0 • 0 ti 0 H CO LO CO O co CO CV C‘2 z u' w �e o co to cozo r ra o°cy W co co co co W U) Z 0 W 2 V U =F-- F- V) a W < W ‹c W a a z cc W H F- z Z 0 0 0 ti 0 a) 0 I- U w n. ISSUED / REVISED DATE 50% DESIGN REVIEW 1/29/10 90% DESIGN REVIEW 2/19/10 PERMIT SET 3 -1 -2010 VIEWED FOR E COMPLIANC APPROVED APR i 3 2010 RECEIVED CITY OF TI IKIMLA MAR 0 1 2010 PERMIT CENTER 1ST FLOOR PARTIAL FRAMING PLAN Cityof Tukwila BUILDING DIVISION' s2.4 COPYRIGHT U 2008 CALLISON 0 30' -0" 0 30' -0" O 30' -0" 0 30' -0" 30' -0" 0 30' -0" O 29'— D 29' -3" T.O.S. (VERIFY) T.O.S. = 39' -5 It ■ rffAg T.O.S. =19' -5 EXIST. FRAME ALONG GRID NOTES: VIEW FROM INSIDE FACE. / / / / //. %///14%7 40= NEW AIRWAY NEW LOUVER H.S.S. PER PLAN H.S.S. PER EXIST. LOUVER PLAN " CONC. WALL REMAIN 5 To:/BE REMOVED " CONC. WALL b10-osS REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISm TIME •P R T O 108 •" OP. 0 (0 O O H 2 W O 0) M : o M W co o Q 0. Q 0 rn n. W < Z Jo= rd JZMi- oI Z .4. co QI- LL J a 2 0 cn N U. 0 O. ZW Ov 0— —> cow 3350 RIVERWOOD PARKWAY www.internap.com rn M Cl) 0 M co M co N.. 0C9 0� o N. 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O r■■■■ O -..%' D " 8e 8e a� — ...— ■I......��1 ■ ►- rluum_s•hN.uulIl��1 • Be ■ O •D_ O L �� e 8e .� 11_•IL1111 ,11U11 I uIl ° N� ° 1a1' I I I I' 8e • al- 8e /, I ■11 ■A 1 �1 �m 1� INI INTERIOR LIGHTING CONTROL /LOAD SCHEDULE ROOM # OCCUPANCY DESRIP11ON SWITCH ID LOCAL AUTO OFF DESCIRPTION LOAD FIXTURE VOLTAGE 1ST FLOOR ELECTRICAL AREA f 0-64- ®U ULTRASONIC OCC SENSOR 342 -- 1ST FLOOR ELECTRICAL AREA e 87 ® U ULTRASONIC OCC SENSOR 114 152 GENERATOR ROOM d 0-69- d ®U ULTRASONIC OCC SENSOR 684 153 SWITCHGEAR ROOM c ...4e} 0U U OCC SENSOR 456 154 UPS ROOM a 0-69a- ®U ULTRASONIC OCC SENSOR 684 155 SWITCHGEAR ROOM b 58 ®U ULTRASONIC OCC SENSOR 855 333 NETWORK EQUIPMENT ROOM a ' -64}a. ® U ULTRASONIC OCC SENSOR 290 333 NETWORK EQUIPMENT ROOM b .-6' ® U ULTRASONIC OCC SENSOR 928 333 NETWORK EQUIPMENT ROOM c .-6# ® U ULTRASONIC OCC SENSOR 754 333 NETWORK EQUIPMENT ROOM d 6-64- ®U ULTRASONIC OCC SENSOR 1015 333 NETWORK EQUIPMENT ROOM a -- ® U ULTRASONIC OCC SENSOR 928 334 ELECTRICAL CLOSET f } ® U ULTRASONIC OCC SENSOR 116 335 ELECTRICAL CLOSET g '-694 ® U ULTRASONIC OCC SENSOR 232 336 NETWORK EQUIPMENT ROOM a *-64- ® U ULTRASOSONIC OCG SENR 1015 336 NETWORK EQUIPMENT ROOM b .-64 ® U ULTRASONIC OCC SENSOR 1363 336 NETWORK EQUIPMENT ROOM c .-4 ® U ULTRASONIC OCC SENSOR 1102 336 NETWORK EQUIPMENT ROOM d 0-64d ® U ULTRASONIC OCC SENSOR 638 336 NETWORK EQUIPMENT ROOM e '-4r ® U ULTRASONIC 986 Q LU c) LU W U-. L CC C LL LIGHTING FIXTURE SCHEDULE SYMBOL LABEL DESCRIPTION MANUFACTURER # BALLAST ACCESSORIES LAMPS QTY /W /TYPE /COLOR MANUFACTURER FIXTURE VOLTAGE INPUT WATTS 0 2'x4' 3 LAMP FLUORESCENT FIXTURE WITH 18 CELL PARABOUC LOUVER UTHONIA 2PM3GB 3 32 18 LD MVOLT GEB10IS ELECTRONIC -- 3 F32T8 3500K 277. -V 87 0 Q AL 2'x4' 3 LAMP FLUORESCENT FIXTURE WITH 18 CELL PARABOUC LOUVER AND EMERGENCY BALLAST LITHONIA 2PM3GB 3 32 18 LD MVOLT GEBIOIS EL14 ELECTRONIC EMERGENCY BATTERY PACK 3 F32T8 3500K 277 V 87 • 0 B 2'x2' 2 LAMP FLUORESCENT FIXTURE WITH 9 CELL PARABOLIC LOUVER UTHONIA 2PM3GB 2 U316 9 LD MVOLT GEB10IS ELECTRONIC -- 2 FB32T8 U6 3500K 277 V 58 O B 2'x2' 2 LAMP FLUORESCENT FIXTURE WITH 9 CELL PARABOUC LOUVER AND EMERGENCY BALLAST UTHONIA 2PM3GB 2 U316 9 LD MVOLT GE8101S EL14 ELECTRONIC EMERGENCY BATTERY PACK 2 FB32T8 U6 3500K 277 V 58 • Q '-❑ Q HID AREA LIGHT SUITABLE FOR CONDUIT MOUNTING WITH PHOTOCELL CONTROL UTHONIA TWL 70S 120 RK1 PEB1 REACTOR HIGH POWER FACTOR PHOTO CELL KIT 70W HPS 120 85 0 D 4' 2 LAMP FLUORESCENT STRIP LIGHT FIXTURE WITH TUBE GUARD UTHONIA UNS 2 32 MVOLT GEB10IS ELECTRONIC -- 3 F32T8 3500K 277 V 58 i--ei D 4' 2 LAMP FLUORESCENT STRIP UGHT FIXTURE WITH TUBE GUARD AND EMERGENCY BALLAST UTHONIA WS 2 32 MVOLT GEB10IS EL14 ELECTRONIC - EMERGENCY BATTERY PACK 3 F32T8 3500K 277 V 58 F—N Q 0 IX EXIT LIGHT WITH LED LAMPS LITHONIA LQM S W X G ,i EL N _- NI CAD BATTERY BACKUP 277 V 0.66 Q GENERAL NOTES 1. ALL UGHTING CIRCUITING SHALL BE ROUTED ABOVE CEIUNG IN CONDUIT. 2. ALL LIGHTING FIXTURES SHALL BE CIRCUITED TO PANEL L33. 3. FIXTURES SHOWN AS NIGHT LIGHT SHALL BE UNSWITCHED. PROVIDE DEDICATED NEUTRAL FOR EACH CIRCUIT. 4. SWITCHED FIXTURES SHALL BE CIRCUITED AS SHOWN IN DIAGRAM 2/E122 5. OCCUPANCY SENSORS SHALL BE SET FOR 30 MINUTE TIME DELAY OFF. COMMISSION UGHTING CONTROL SYSTEM PER WASHINGTON STATE NON RESIDENTIAL ENGERGY CODE 1513.7 3RD FLOOR LIGHTING PLAN SCALE: 1/8 " =1' -O" NORTH TO ADDITIONAL FIXTURES MANUAL OFF UGHT 0 N SAME SWITCH SWITCH OCCUPANCY SENSOR POWER PACK AND SWITCH RELAY • �I► TO ADDIT10 ^OCC SENSORS CIRCUIT AND SWITCH ID X= CIRCUIT NUMBER PANEL L33 y= SWITCH CONTROL. pro -os8 TO ADDITIONAL SWITCHES ON SAME CIRCUIT LTG CONTROL WIRING DIAGRAM NO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED APR 13 2010 City of Tukwila BUILDING DIVISION RECEIVED APR 0 5 2010 PERMIT CENTER It uJ W u Lum } w 0 O LIMN N L'4 Ca o a 0 1 Er www.internap.corn Q PHASE II NTERGATE EAST CAMPUS 0 0 N- co 0 0 (V I- U w 0 0 ISSUED / REVISED CD SET DATE 03/08/10 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHT(c) 2008 CALLISON 3RD FLOOR LIGHTING PLAN LTG FIXTURE SCHED E122