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Permit D18-0159 - BOEING #9-053 - RELOCATION OF SERVER RACKS AND EQUIPMENT
BOEING #9-053 9725 E MARGINAL WAY S BLDG 9-053 D18-0159 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 5624200990 Permit Number: D18-0159 9725 E MARGINAL WAY S BLDG 9-053 Issue Date: 6/27/2018 Permit Expires On: 12/24/2018 Project Name: BOEING #9-053 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: DESIMONE TRUST BOEING 1201 THIRD AVE STE #5010 C/O BNY MELLON NA, SEATTLE, WA, 98101 MARTIN PROBST Phone: (206) 852-4985 PO BOX 3707; M/C: 46-208 , SEATTLE, WA, 98124 BOEING COMPANY, THE Phone: (312) 544-2535 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML Expiration Date: 1/18/2019 THE BOEING COMPANY PO BOX 3707; M/C 46-208 , SEATTLE, WA, 98124 DESCRIPTION OF WORK: RELOCATION OF EXISTING SERVER RACKS AND EQUIPMENT FROM THE 18-61 BLDG IN KENT TO THE 9-53 BLDG IN TUKWILA. ROOMS H3 AND UT17 SHALL CONTAIN THE LOCAL SERVERS. ROOM 12664 SHALL FUNCTION AS THE NETWORK ROOM. ROOM 22BB2 SHALL FUNCTION AS THE UPS ROOM. EQUIPMENT SUCH AS MECHANICAL CONDENSER UNITS AND EMERGENCY GENERATORS SHALL BE LOCATED OUTSIDE OF THE 9-53 BLDG TO SUPPORT THE RECONFIGURED INTERIOR SPACE. Project Valuation: $530,519.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $9,154.96 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 69%)-71 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. aC.c. Signature: Print Name: .,, ortk-76-;" 77/Y,h-1-- Date: C/- 7/2�.4 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 0 0 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: 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. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: 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. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 16: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 17: 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. 18: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 19: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 43: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 23: 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, 5.4) 20: 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) c 21: 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) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 24: Maintain fire extinguisher coverage throughout. 25: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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 1010.1.9.1) 29: 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 1013.1) 30: 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 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 1013.6.1) 31: 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 1013.6.3) 32: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 36: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 34: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 38: 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 #2437) 0 0 37: 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 #2437) (IFC 901.2) 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4004 SI -WELDING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. D / 0 Project No. Date Application Accepted: Date Application Expires: 41. (For o ice use only CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 5624200990 9725 E Marginal Way S, Tukwila, WA 98108 Tenant Name: The Boeing Company PROPERTY OWNER Name: Martin Probst - The Boeing Company Name: The Boeing Company City: Seattle State: WA Zip: 98124 Address: PO Box 3707; MIC 46-208 Email: martin.r.probst@boeing.com City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: Martin Probst - The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA Zip: 98124 Phone: (206) 852-4985 Fax: (253) 657-4659 Email: martin.r.probst@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: Washington Patriot Construction Address: 10421 Burnham Dr. NW, Suite # 5 Cit': Gig Harbor State: WA Zip: 98332 Phone: (253) 853-2304 Fax: (253) 853-5921 Contr Reg No.: WASHIPC906BJ Exp Date: 01/11/2020 Tukwila Business License No.: n:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Suite Number: 9-53 Bldg Floor: 1 & 2 New Tenant: ❑ Yes j ..No ARCHITECT OF RECORD Name: The Boeing Company Company Name: Sifts & Hill Company Name: Engineer Name: Larry Lindell Architect Name: City: Tacoma State: WA Address: Phone:, (253) 474-9449 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: The Boeing Company Company Name: Sifts & Hill City: Seattle State: WA Zip: 98124 Engineer Name: Larry Lindell Address: 4815 Center Street City: Tacoma State: WA Zip: 98409 Phone:, (253) 474-9449 Fax: Email: larryl@sittshill.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 1.9.27.095) Name: The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA Zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMATIMI — 206-431-3670 1 Valuation of Project (contractor's bid price): $ 530,519 Existing Building Valuation: $ 13,496,100 Describe the scope of work.(please provide detailed information): Relocation of existing server racks and equipment from the 18-61 Bldg in Kent to the 9-53 Bldg in Tukwila. Rooms H3 and UT17 shall contain the local servers. Room 12BB4 shall function as the network room. Room 22BB2 shall function as the UPS room. Equipment such as mechanical condenser units and emergency generators shall be located outside of the 9-53 Bldg to support the reconfigured interior spaces. Will there be new rack storage? ❑ Yes Z.. 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: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If"yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers J Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC In Floor 54,281 4,353 0 0 II -B B 2"d Floor 43,080 427 0 0 II -B B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If"yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers J Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline ❑ ... Val ley View ❑ .. Renton ❑ ...Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): O ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) O ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply)! 0 ...Right-of-way Use - Nonprofit for less than 72 hours O ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities O ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention = Fire Protection Irrigation ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage O .. Abandon Septic Tank ❑ .. Curb Cut O .. Pavement Cut ❑ .. Looped Fire Line Domestic Water If 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public 0 Private ❑ 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORI D ENT: Signature: %i - 1/Ze_; _ ( d - Date: 572_212-04 221,Z-04 Print Name: Martin Probst - The Boeing Company Day Telephone: (206) 852-4985 Mailing Address: PO Box 3707; M/C 46-208, Seattle WA 98124 CityState Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8.9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $38,230.79 D18-0159 Address: 9725 E MARGINAL WAY S BLDG 9-053 Apn: 5624200990 $9,154.96 Credit Card Fee $266.65 Credit Card Fee R000.369.908.00.00 0.00 $266.65 DEVELOPMENT $8,627.02 PERMIT FEE R000.322.100.00.00 0.00 $5,225.77 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,396.75 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $261.29 TECHNOLOGY FEE R000.322.900.04.00 0.00 $261.29 EL18-0470 Address: 9725 E MARGINAL WAY 5 BLDG 9-053 Apn: 5624200990 $19,899.09 Credit Card Fee $579.59 Credit Card Fee R000.369.908.00.00 0.00 $579.59 ELECTRICAL $18,576.44 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $14,861.15 PLAN CHECK FEE R000.345.832.00.00 0.00 $3,715.29 TECHNOLOGY FEE $743.06 TECHNOLOGY FEE R000.322.900.04.00 0.00 $743.06 M18-0064 Address: 9725 E MARGINAL WAY S BLDG 9-053 Apn: 5624200990 $9,004.61 Credit Card Fee $262.27 Credit Card Fee R000.369.908.00.00 0.00 $262.27 MECHANICAL $8,406.10 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $6,691.73 PLAN CHECK FEE R000.322.102.00.00 0.00 $1,681.22 TECHNOLOGY FEE $336.24 TECHNOLOGY FEE R000.322.900.04.00 0.00 $336.24 PG18-0073 Address: 9725 E MARGINAL WAY S BLDG 9-053 Apn: 5624200990 $172.13 Credit Card Fee $5.01 Credit Card Fee R000.369.908.00.00 0.00 $5.01 PLUMBING $160.69 PERMIT FEE R000.322.100.00.00 0.00 $95.40 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $32.14 Date Paid: Tuesday, May 22, 2018 Paid By: MARTIN R PROBST Pay Method: CREDIT CARD 009566 Printed: Tuesday, May 22, 2018 11:50 AM 1 of 2 CISYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $38,230.79 PG18-0073 Address: 9725 E MARGINAL WAY S BLDG 9-053 Apn: 5624200990 $172:13 TECHNOLOGY FEE $6.43 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14545 R000.322.900.04.00 0.00 $6.43 $38,230.79 Date Paid: Tuesday, May 22, 2018 Paid By: MARTIN R PROBST Pay Method: CREDIT CARD 009566 Printed: Tuesday, May 22, 2018 11:50 AM 2 of 2 CRfSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 lie 051 Project: A //i� 51/1/‘ Type` of Inspection: C 6A,1)%1. /144Cr Adess:, �, ,4N+9�-- /. Date Called: Special Instructions: ,dil ^ /J`� J Date Wanted: 7-20'11p,.m. atm. Requester: PML - Phone No: S3 66/ 7501 Approved per applicable codes. 1J Corrections required prior to approval. /COMMENTS: W/Q n/ /1;/9- C Inspector (.0 REINSPECTION FEE REQUIRED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bito/c9i Pro isiTypg of Inspe tion: dress: S irtve_ 6 Date Called: ..—....„ Special Instructions: lievig; LuiveleAci-. jute.19,5 cOm,c74 Date 7nt;dg..��/7 p.m. Requester:, c0I yin Phone N No: z(p z ze zJ &5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ail — 401,11 141.fri-1- Rc,Nfbt C/NC-= C rovr Ie, lievig; LuiveleAci-. jute.19,5 cOm,c74 Inspector: Date: f fe/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro Xect:4'6 % –653 Type of Inspection: 5°05 c C/LJ!rc- Address: 6172–C JE, 111194641/1-1_ WA,/ Date Called: Special Instructions: Date Wanted: -1l–!e .fn. /C Requester: rr Phone No: 2 1 1: 3,5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r5 -.-05-" o n ems/£ -/!/G- Inspector: Date: is //-/6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dir -o151? Project: 16146— 9- 53 Type of Inspection: 00s Car/4/4/6- Address:, 9726' ,e ,9, ) i M/ / Called: Special Instructions: Date Wanted: /0%6 agm. p,.m. Requester: Phone No: ❑ Approved per applicable codes. • �EBrrections required prior to approval. COMMENTS: Inspector: Date: _5 16 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 £V -o1 Projecctt:c �yG�f AIL I), Ty off lnsspection: A•. ess: " P .ffes�#5_053 DDDD���te Called: SpecialInstrt ions: 0 9 O 5$ Date anted: �ir -Li a.m- eilrr Requester:, �viL WA- 47/1-71Z1or) Phone No: ZS -3 - 385- Ig 54, coApproved per applicable codes. COMMENTS: ‘-c Corrections required prior to approval. Cieltifit ..1 6 a e #17. Inspector: a REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dat s-z©C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ' ct: ` Type Ins ee/tiion: j 6 )k -s. ft Cil" r ,N Pate/4 pii °�,V,Diehla05- Address: 77ZfinL(JS. ►x��� 6A/tee/ex-Pc 01-05" iv Ririivegsfqe/fte-- enal Instructions: <<► ..1�s3 • to Wanted: 3-Z3 ^Zo p..m. Requester: o0v4:c.,-- (25::3) 3c i- 2yS3 r t[V Phone No: lata - BSL-- `lq- LJApproved per applicable codes. Corrections required prior to approval. COMMENTS: iLie2ei � .2,---3 -YR? -/r5 70- )k -s. ft Cil" r ,N Pate/4 pii °�,V,Diehla05- /.1.- 6A/tee/ex-Pc 01-05" iv Ririivegsfqe/fte-- �AI0 Ce, Inspector: Date: -.2-3 in. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit b if- OL$ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ect: Type of Inspection: Address : C c 2 . if �+ lit' c..�� Date Called: v Special Instructio LP Date Wanted: 8' 22 -2-01f a.m. p.rn Requester: es�:� -- Phone No: - 253 —a67,-‘/8ZTo EjApproved per applicable codes. �Corrections required prior to approval. COMMENTS: .C..)4;e2)5– 11 eLeatsf Date: ��iz 2— REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Dt8 'd1�39 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-:3670 Project: j / 1..:,.._ Date: Type Inspection: H7723* Address:t°81 Adj�J� 4/01.-- lilt,/ e 6. Special Instructions: c� 1 1 Date Wanted ` 2-47/1 Requester: �� e Phone No: 71)C° '4/73 611/4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: FrAfrnr 3,54 �- ate Co- #24 -ti, Roaryl7Piiceii D-ro Inspector: / 1..:,.._ Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. d INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line`(206) 438-9350 DIS - o/55 Project: �4,•� k Type of Inspection: Fri IS Bald: 5 Address: 97zg �. �+ Special Instructions: Boe-tvb *5 -053 Date Wanted: 7'Ri- Z.O/r a.m. p.m. Requester: ��oo Phone No: _ za6 --923 - 0/ % Approved per applicable codes. Corrections required prior to approval. COMMENTS: zAtree-iitt' X45. ) net* Pixoor tip 0,0-Alme3f awl/ fgAr47e !Vu"!9 e✓ A .nm el-Af, 4-c„ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit pir PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: I Type of Inspection: ryi4, Address: Suite #: �% c- C -vt. W Contact Person: Special Instructions: Monitor: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: I F:574 / ' g -e 1le-c. iVrij7 fAreAavA.-- '2.L:4 4-e d (te- -11 Li<- - _. _ ADO (2-; Zili . i1 tiwi /,.(-0 N `W evn-- lam. (/ - Monitor: Tc% GO Pre -Fire: Permits: Needs Shift Inspection: y Sprinklers: I Hrs.: Fire Alarm: Li<- Hood & Duct: Monitor: Tc% GO Pre -Fire: Permits: Occupancy Type: /j 1 1 Inspector: 4--vo if'''. Date: 1(1 cit Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD .w�- :4 .Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: &e C C'? q �,� ` Type of Inspection: yr �� 74- Address: — Suite #: ( f 7c w 4) Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: HA I Needs Shift Inspection: Sprinklers: `'f ` Fire Alarm: (/ Hood & Duct: 1 Monitor: Pre -Fire: Permits: Occupancy Type: j . Inspector: .1.--744 ` Date: /tJ h ) /I C Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 9/14/14 T.F.D. Form F.P. 113 Structural Calculations The Boeing Company UT17 and H3 Server Migration 9725 East Marginal Way Tukwila, WA 981083 prepared for: The Boeing Company. P.O. Box 3707 Seattle, WA 98124 prepared by: Sitts & Hill Engineers, Inc. 4815 Center Street Tacoma, WA 98409 May 15, 2018 S&H Job Number 18,033 FAL REVIEWED FOR CODE COMPLIANCE' APPROVED JUN 25 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK /VtLA r t!4 r PERMIT CENTER SITTS & HILL ENGINEERS, INC. Professional Engineers & Planners CIVIL, STRUCTURAL AND SURVEYING itc- 91 The Boeing Company UT17 and H3 Server Migration 9725 East Marginal Way Tukwila, WA 981083 STRUCTURAL CALCULATIONS PREPARED FOR THE BOEING COMPANY P.O. Box 3707 Seattle, WA 98124 PREPARED BY Sitts & Hill Engineers, Inc. 4815 Center Street Tacoma, WA 98409 May 15, 2018 S & H Job Number: 18,033 SITTS & HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 PROJECT UT17 and H3 Server Migration CALCULATION INDEX DESIGNED BRL DATE 5/15/2018 JOB 18,033 CHECKED LGL DATE 5/15/2018 PAGE BASIS 2 SEISMIC DESIGN CRITERIA 3 - 4 CABLE RUNWAY SUPPORT 5 -12 GENERATOR ACCESS FRAMING 13 - 15 EQUIPMENT ANCHORAGE SUMMARY 16 EQUIPMENT INFORMATION 17 - 39 1 P:\18000\18033\Calculations\StructuralUPV-18033.xlsnn SITTS & HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 PROJECT UT17 and H3 Server Migration BASIS FOR DESIGN DESIGNED BRL DATE 5/14/2018 JOB 18,033 CHECKED LGL DATE 5/15/2018 PAGE BUILDING CODE: 2015 Edition of the International Building Code with State of Washington and City of Tukwila amendments shall be used and supplemented with ASCE 7-10. RISK CATEGORY: IV, essential facility: computer servers and UPS. GRAVITY LOADS: LATERAL LOAD CRITERIA: FOUNDATIONS: CONCRETE: STRUCTURAL STEEL: Raised Access Floor Capacity = 300 psf Equipment Weight = Actual. Seismic Site Class: D. Seismic Design Category: D. Existing slab on grade assumed to bear on soil with minimum 1,500 psf bearing value. Minimum compressive strength of existing concrete assumed to be 3,000 psi minimum. Wide Flange Steel ASTM A992, Grade 50 50 ksi H -Pile Steel ASTM A572 50 ksi Hollow Square or Rectangular Steel ASTM A500, Grade B 46 ksi Hollow Round Steel ASTM A500, Grade B 42 ksi Pipe Steel ASTM A53, Type E or S, Grade B 35 ksi All Other Structural Steel Shapes ASTM A36 36 ksi Anchor Rods: ASTM F1554, Grade 36. 2 P:\18000\18033\Calculations\StructuraMPV-18033.xlsm SITTS & HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 DESIGNED BRL DATE 5/14/2018 JOB 18,033 CHECKED LGL DATE 5/15/2018 PROJECT UT17 and H3 Server Migration PAGE SEISMIC DESIGN CRITERIA - SITE Address: 9725 East Marginal Way Tukwila, Washington 98108 Site Class: D (Assumed) ASCE 7-10, SECTION 11.4: Fa = 1.00 SMS = SsFa = 1.515 X 1.00 SMS = 1.515 Sos = 1/3 SMS = 2/3 x 1.515 SDS = 1.010 ASCE 7-10, SECTION 11.5: Risk Category: IV ASCE 7-10, SECTION 11.6: Seismic Design Category: D IJ Latitude: 47.5163 Longitude: -122.2986 Ss = 1.515 S1= 0.573 (USGS) BUILDING ADDRESS: 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON BUILDING 9-53 LOCATION (Table 11.4-1) (Equation 11.4-1) (Equation 11.4-3) F„ = 1.50 (Table 11.4-2) 5M1 = S1F„ = 0.573 x 1.50 (Equation 11.4-2) SM1= 0.860 Sol = 2/3 SM1= 2/3 x 0.860 (Equation 11.4-4) SDI = 0.573 le = 1.50 (Table 1.5-2) (Based on Tables 11.6-1 and 11.6-2) 3 P:\18000\18033\Calculations\Structural\JPV-18033.xlsm L LI L'. SITTS 8- HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 DESIGNED .. DATE I4--1/ISS JOB (XC_. SHEET OF CHECKED PROJECT UT \--) �.]C—� J L— vv\'\ Cd 4 S x DATE • 4 kill , Pli "-re-- . AIM . . z• r- L _ k1 . dam 6.16101 671114- 1-HiO*d! ■ 1 ■ C • a 5.. ■II ■ CC C ... ■■■ • C ■ ■■ .E .... 6 ■ --- G© C , . / 0:1 IiI IUIII �■ 1 ■ ': 4,1.........45 'r" 'C :'■.IL Lipq■ i. 207: 11 :C■. u C . ..... ep 7- oF'C 1- -1- 4 11 u 111 N u ER 11 ✓ 11 ✓ SITTS £t HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 DESIGNED &2-L- DATE •5 41--1 /\' JOB l%C? CHECKED PROJECT L.571-1, i �;Y i - vv) \ Ca4c- -.. DATE SHEET OF .. --- I. -tt t - t + r - t y - : 4----- + - -i- _ .v_ �.r- ---.. 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TACOMA, WASHINGTON (253) 474-9449 DESIGNED DATE SA -1/1"S- JOB I'n C_Ys‘", CHECKED DATE SHEET PROJECTC.1 OF 'i' 1' ,11- J --._ - ��_ �" t , 1 i Y --I� �- --1- 1 I 0 �— 1 — — — Ij ---+ L 1 i T t 1 -+- . Thi - ___L __j j j j 1 _L_. ..� y i t±t 11 -+ I 1 t - 4-1 1.- r 1 I r - T T 1 • I 1 1 I i 1 I f- -{ ;— -7 t- t 1 4 -1 fi , L I } 'I - t I . _ 1- - -, - , - + - + I — - - - fi -�- - -- I -- - t yi�t ._ - ��1 �!! 1 « 1- I- ' I t i +-- i 1 '_L a i — 1- F - - I F i +• �.. -. _ -. -—t . 1 I . _ .,. —t- , -1 ,- . a { -f-i -- i i i 1 _f , I i_ .. -1 I. -i i i { , r +; 1 f-.. t .�. .._ t i r - r •I x I + t I , , f r , , ( 1 1 ' I i-- a • 1 t tal gaol ear SITTS £t HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 DESIGNED \.. 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IrI r 4 - I i f �• V I I , i 1 r, # • • 7 Simpson Strong -Tie'' Anchoring and Fastening Systems for- Concrete and Masonry Titen HD® Design Information — Concrete Titen HD® Tension and Shear Strength Design Data for the Soffit of Normal -Weight or Sand -Lightweight Concrete over Metal Deck1.6,e IBC SIMPSON Strong -Tie; 11 Characteristic. .:_' "''._ Nominal Embedment Depth Symbol' _..' ..... hnom Units r'Ih" __ __ Nomiiial'Anchor, Lower Flute Diameter, da (in.)___ Flute Upper Figure 2 Figure1 1 Figure 2 Figure 1 1/411-1/2 " Minimum Concrete Thickness - 1/41' 3/D T/2 1% 2 2 31/2 1% 21 1% 2 Effective Embedment Depth hef eg ��"ann 1.77 1.29 2.56 1.19 1.94 1,23 1.29 Pullout Resistance, concrete on metal deck (cracked)2'3.4 N, ,:, G 'jtlb' . 420 . MSM 870 905 2,040 655 1,195 500 1,700 Pullout Resistance, concrete on metal deck (uncracked)2'3'4 N, deck uncr 11112 5O` 2 p r 825 1,905 1,295 2,910 1,555 2,850 1,095 2,430 Steel Strength in Shear, concrete on metal decks Ilse deck '1yz33$_ . x,745 12,240 2,395 2,435 4,430 2,010 2,420 4,180 7,145 Steel Strength in Shear, Seismic Vsa d 4IbAn 870Magri1,434 1533 1556 2,846 1,305 1575 2,676 4,591 . The Information presented In this table is to be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. 2. Concrete compressive strength shall be 3,000 psi minimum. The characteristic pullout resistance for greater compressive strengths shall be increased by multiplying the tabular value by (f'fled /3,000)0.5, 3. For anchors installed in the soffit of sand -lightweight or normal -weight concrete over metal deck floor and roof assemblies, as shown in Figure 1 and Figure 2, calculation of the concrete breakout strength may be omitted. 4. In accordance with ACI 318 Section D.5.3.2, the nominal pullout strength in cracked concrete for anchors installed in the soffit of sand -lightweight or normal -weight concrete over metal deck floor and roof assemblies NP de yea Titen HD® Anchor Tension and Shear Strength Design Data in the Topside of Normal -Weight Concrete IBC or Sand -Lightweight Concrete over Metal Deck shall be substituted for NP .. Where analysis Indicates no cracking at service loads, the normal pullout strength in untracked concrete Nadeck, shall be substituted for Np unci 5. In accordance with ACI 318 Section 0.6.1.2(c), the shear strength for anchors Installed in the soffit of sand -lightweight or normal -weight concrete over metal deck floor and roof assemblies VSa dedr and VSe deck,eq shall be substituted for V. 6. Minimum edge distance to edge of panel is 2he,. 7. The minimum anchor spacing along the flute must be the greater of Sher, or 1.5 times the flute width. 8. Data for 1/4" anchor is valid only for THDB25 series. 11 11 Design Information Nominal Embedment Depth Symbol Units Nom In. Nominal Anchor Diameter, d;, Figure 2 Figure 3 1% 2% Effective Embedment Depth hef In. 1.19 1.77 Minimum Concrete Thickness hmindedc in. 2% 31/4 Critical Edge Distance Cacd8CIOOA in. 3% 71/4 Minimum Edge Distance Cmtndeck,top in. 3* 3 Minimum Spacing smtn,declktop in. 31A 3 Mtn 1W for anchors Installed In loam Aute. MM. 3%' for anchors Instilled in upper Mile. Mia 3,000 psi Normal or Min. 35' Typ. Sand-IlpManlgM Concrete Max.3' I Mla4W, Max. 1' Offset,Typ. •••— Min.12' Typ. _ Max 1'011sel, Typ. Fl MIn. 20 Gauge Steel Deas Figure 1. Installation of 3/a" and 1/2" Diameter Anchors in the Soffit of Concrete over Metal Deck Mv, deck • min. 2W * 1. For anchors installed in the topside of concrete -filled deck assemblies, as shown in Figures 2 and 3, the nominal concrete breakout strength of a single anchor or group of anchors in shear, Vth or V respectively, must be calculated in accordance with ACI 3118D.6.2, using the actual member thickness, hm4 deck, in the determination of A,. 2. Design capacity shall be based on calculations according to values in the tables featured on pages 185 and 186. 3. Minimum flute depth (distance from top of flute to bottom of flute) is 11/2 inch (see Figures 2 and 3). 4. Steel deck thickness shall be minimum 20 gauge. 5 Minimum concrete thickness (hmM,dock) refers to concrete thickness above upper flute (see Figures 2 and 3). S 11.1Ionlweighlconcrne or Nmmal*dpM Corpak Our Steel Deck Palm= 2.500 psi) Maas' Typ. w l Upper °• . Mtn. Niq . -• , 200eup Steel Mln.as' Max a(N-) 00se�l Mt 3e1fl t low Flute MM. S'Typ. Lam Deck Fate Figure 2. Installation of 3/a" Diameter Anchors in the Topside and 1/4" Diameter Anchors in the Soffit of Concrete over Metal Deck Sand•Ughtpeipht Concrete Cr Normal•Weioht Concrete Over Steel Deck (Minhnum 2,500 psi) Min. 1W MM. 132 Min. 2111' Upper Flute Min. 3111' Min. S' Typ Min. 20 Gauge Steel Deck Laurer Flute Figure 3. Installation of 1/4" Diameter Anchors in the Topside of Concrete over Metal Deck See page 12 for an explanation of the load table icons. 8 187 t' j 6.1 Poi V lug SITTS Er HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 DESIGNED 2A24-..„ DATE 5/16'j/1 - JOB 1 )O`SZ CHECKED PROJECT (...31-r) � A�CSZ� `n1 \ (�i,I2� 1`1G•, i DATE SHEET OF _. .1- 1... _.._. r _. r- ` 1-7,. +.. 111 I '.141\ -. 1- P V V 1 ;� . � �L I .1-' 4 _0._ ._.. _ f �_t 1 _ /L 1t Lrzs T- .me—',—"IN�,�r....) 1}j (rv1p.1yM.J if _� f•_ I I ,i 1 420y. ; .. --J-. - { G/ 1 -_ .L.a---+ ., 1 �ci.'' ��- v� + -I h."; 1-1 I 1 --� �L —�— ` —i-�- I_ _L --' _--i__ --I— 1 1 1 -r --A-+- J—i ` -k j -+ I --h- j- I I x-'+11.. 1 t- '- , 1 1 . 011 . ---' tl- Ca. ( Z:� 5C ` _' 1,—, _ — +—, __ -I-1- - _ ,_ : .j7-; 1-..-: - -I I i — 1 I 1 i 1 1:1-,,±1 � Ti fT I- r - fi f * I + =—(4.1,x; l.3l i ; a.. + r + t a i - 11r_1 I.✓ ;; -1+ 1 1 a 1 i 1_ 1j -t } -- - -. • t, - - - +-,-4 . t-1 + i -,. ti� +-A ±-+-1 r ,, • +'. f - j • 7 i - +, i , -t- I 1 4- . ..1 f ;-._—{- 1 -.a. ; .. , t - I ' -+ __ . { .. , -- — . . _, , 7 SQUARE NUTS Wt/100 pcs Part No. Size Lbs (kg) HSQN025EG '/-�" 0.9 :', 4 HSQN031EG '/,,;' 1.6 (;) HSQN037EG %p" 2.7 ;1 37 HSQN050EG %" 5.8 )2 r•' HSQN062EG %" 10.7 9! HSQN075EG %" 15.4 +ti 9) HSQN087EG /F' 24.9 (1I ?; HSQN100EG 1" 36.3 ; l6 5) STEEL THREADED ROD Standard Length 12' (3.7m) HEXAGON NUTS Wt1100 pcs Part No. Size Lbs(kg) HHXN025EG %" 0.61../ 6 HHXN031EG Y 1.2 (r, )-.z HHXN037EG Y" 1.6 (0 7; HHXN050EG /.;" 4.8 12 2 ) HHXN062EG %" 7.3 61 HHXN075EG %" 11.9 ;5.4. HHXN087EG 4" 19.0 HHXN100EG 1" 28.3,'_%x: Low Carbon Steel Grade 1006 -1010 F. = 36,000 psi minimum F; = 58,000 psi minimum Wt/100 Ft. Part No. Size Lbs (kg) HTHR025 '/-)" x 20 13 (5 9) HTHR031 '/,.," x 18 20 (9 1) HTHR037 A" x 16 30 (1 3 6; HTHR044 'A," x 14 30 (13 (0 HTHR050 %" x 13 53 (24 0) HTHR062 7;;" x 11 84 (38 I; HTHR075 'h" x 10 124 (.56 2) HTHR087 %e' x 9 170 (77 7i HTHR100 1" x 8 223 ;101.2: LOAD CARRYING CAPACITY OF THREADED HOT ROLLED STEEL CONFORMING To ASTM A575 AND A576 Threaded Rod Loads for Piping Applications (based on MSS SP -58) Max. Safe Load Nominal Root Area at 650°F (343°C) Dia. Int (mm2) Lbs (kN) / 0.068:::;'3! 730 • 0.126:-" 1.350.%:;', '7 0.202 ' .. 2.160 . 0.302 3.230 • :! 0.419 ; 4.480 1 0.552 , t • 5.900. Threaded Rod Loads for Structural Applications (Based on AISC, Steel Construction Manual, ASD, 9th Edition. Per AISC, Allowed Tensile Stress = 0.33 * Fu) Allowed Nominal Nominal Area Tension Load Dia. In' (mm2) Lbs (kN) % 0.049 930: •: : l' ' 0.110 2.110 ' • i•.. 0.150 2.870 ; 1 0.196 3.750 , ▪ 0.307 . 5.870 0.442 8,450 ▪ 0.601 11.500 1 0.785 15.030 , 10 FLAI Eon: nJ WU100 pcs Part No. Size Lbs(kg) HFLW025EG %" 0.8 (0 41 HFLW031EG 5/;r" 1.0;c 5) HFLW037EG %" 1.5 HFLW050EG %" 3.5 (1 6; HFLW062EG %" 7.7 (3 5 HFLW075EG %" 11.0:5.0, HFLW087EG '/a" 15.3 16.9)) HFLUV100EG 1" 18.8(8 5) LOCK WASHERS Wt/100 pcs Part No. Size Lbs (kg) HLKW025EG %" 0.25 (0 1) HLKW031EG `/e' 0.41 (02; HLKW037EG '/e' 0.63 (0.3) HLKW050EG %i" 1.32 (0 60; HLKW062EG '/s" 2.20 ;1 (7 HLKW075EG '/•" 3.80 (1 71 HLKW087EG %" 6.00 )' 7) HLKW100EG 1" 8.80 (-i ; ) STEEL COUPLER NUTS Wt/100 Part Length pcs Number Size In (mm) Lbs (kg) HRCNO25 /" - 20 '4" (27..: 1.9 (r' ;_• HRCNO31 %.F' -18 1'/," ;45; 7.5 HRCNO37 %a' -16 1 %" ,- 5 • 9.0 HRCNO44 %=' - 14 1'k" , 1~+ 10.4 HRCNO50 %"-i3 1%.," „Ifs! 10.0; HRCNO62 %"-11 23." 18.0;-. HRCNO75 %" - 1.0 214" •c-'( 28.0 HRCNO87 /_" - 9 2'3)" 55.0 HRCN100 1" - 8 27," 73.0.. • �gu HST P1000® 41 18 2 Wt/100 Ft:189 Lbs (281 kg/100 m) Allowable Moment 5,070 In -Lbs (570 N•m) 12 Gauge Nominal Thickness .105" (2.7mm) P1001 41 FE: 2 P1000 DS P1000 H3 Slots are 2W(70)x W(22) cn 3 h" (89) on Center r l Pipe Champs can be v". 66 Mounted on Both Sides E -63 J:4 Q5 Wt/100 Ft: 173 Lbs (257 kg/100 m) 3/I6" (14) Dia. Holes 1 r%" (48) on Center Wt/100 Ft:175 Lbs (260 kg/100 m) P1000 KO P1000 SL W (22) Knockouts 6" (152) on Center Wt/100 Ft: 190 Lbs (283 kg/100 m) Slots are 3"(76)x132'(10.3) 4" (102) on Center (13) Wt/100 Ft: 185 Lbs (275 kg/100 m) (25) Wt/100 Ft 378 Lbs (562 kg/100 m) Allowable Moment 14,360 In -Lbs (1,620 N -m) 12 Gauge Nominal Thickness .105" (2.7mm) P1000 HS 4e (14) Dia. Holes 1 W (48) on Center Wt/100 Ft:185 Lbs (275 kg/100 m) P1000 T Slots are 1W (29) X V116" (14) 2" (51) on Center r4" (22) 1 3/16" 130) Wt/100 Ft: 185 Lbs (275 kg/100 m) CHANNEL NUTS (REFER TO HARDWARE SECTION FOR DETAILS) P1006-0832 P1006-1024 P1006-1420 P1007 P1008 P1009 P1010 P1008T P1006T1420 P1010T P1024 P1012S P1023S P1012 Stil P1023 P1024S Channel Finishes: PL, GR, HG, PG; Standard Lengths: 10' & 20' P3006-0832 P3006-1024 P3006-1420 P3007 P3008 P3009 P3010 P3016-0632 P3016-0832 P3016-1024 P3016-1420 Lir _5Za F tt ingrSys#em H U.Te 0 P1000 - BEAM LOADING y SMax pan In Ala', _fes �F ¢s at, „"{ mfomt OadingtataDefleetiont d llewable 4 ,Uniform i, �. .; Un�fo "Load' ifLoad Spaann118 0 Span/240;' S a 1360t' ,-, !- �r ‘" n iiisik 1 gat 24 1,690 0.06 1,690 1,690 1,690 36 1,130 0.13 1,130 1,130 900 48 850 0.22 850 760 500 60 680 0.35 650 480 320 72 560 0.50 450 340 220 84 480 0.68 330 250 160. 96 420 0.89 250 190 130 108 380 1.14 200 150 100 120 340 1.40 160 120 80 144 280 2.00 110 80 60 168 240 2.72 80 60 40 192 210 3.55 60 50 NR 216 190 4.58 50 40 NR 240 170 5.62 40 NR NR P1000 - COLUMN LOADING Alli 6wabi . ,i oad `,� .y nbraced L atl a ��x .�axrmdm C lu►nn LoadAeatC 6 `'ght :,,Slows X, � b 6 S . K 50 r - . " mF 24 3,550 10;740 9,890 8,770 7,740 36 3,190 8,910 7,740 6,390 5,310 48 2,770 7,260 6,010 4,690 3,800 60 2,380 ' 5,910 4,690 3,630 2,960 72 2,080 4,840 3,800 2,960 2,400 84 1,860 4,040 3,200 2,480 1,980 96 1,670 3,480 2,750 2,110 1,660 108 1,510 3,050 2,400 1,810 ** 120 1,380 2,700 2,110 ** ** 144 1,150 2,180 1,660 ** ** P1000/P1001 - ELEMENTS OF SECTION k� `3�ie��ET:3-r } n g - zr.-�.a-_ 3 � fear .ter, �; !aramleter, S k{k P,100 I �, ``�,P1U01L', Area of Section Axis 1-1 Moment of Inertia (I) Section Modulus (S) Radius of Gyration (r) Axis 2-2 Moment of Inertia (1) Section Modulus (S) Radius of Gyration (r) 0.555 Int 1.111 In' 0.185 In° 0.928 In° 0.202 1n3 0.571 In' 0.577 In 0.914 In 0.236 In° 0.471 In° 0.290 In' 0.580 In' 0.651 In 0.651 In Ja4Fram'i sterni 3 •%,„'" P1001 - BEAM LOADING .FF^ q'' . v:.xe'c ���+Ma A,� Il�owable kSpan s . niforin4Loatl� In L is ti t §rte,'^" _ "fit ,�#%. t;' ,• Uniform Loadingiegleflecbon' . �Un-t�°s� �f� ' �- ,` - ad ajSpanlf 80 S,pan/240 Span 360 rt I . ,,i Lbs � , d. 4 24 3,500* 0.02 3,500* 3,500* 3,500* 36 3,190 0.07 3,190 3,190 3,190 48 2,390 0.13 2,390 2,390 2,390 60 1,910 0.20 1,910 1,910 1,620 72 1,600 0.28 1,600 1,600 1,130 84 1,370 0.39 1,370 1,240 830 96 1,200 0.51 1,200 950 630 108 1,060 0.64 1,000 750 500 120 960 0.79 810 610 410 144 800 1.14 560 420 280 168 680 1.53 410 310 210 192 600 2.02 320 240 • 160 216 530 2:54 250 190 130 240 480 3.16 200 150 100 P1001 - COLUMN LOADING Glib 'mid ax, llowabie taa-t idt�" Max L S': mc0o1 mill Load<< p Iled at C L0:80 K70{• Lbs' In �:_ 24 6,430 24,280 23,610 22,700 21,820 36 6,290 22,810 21,820 20,650 19,670 48 6,160 21,410 20,300 18,670 16,160 60 6,000 20,210 18,670 15,520 12,390 72 5,620 18,970 16,160 12,390 8,950 84 5,170 16,950 13,630 9,470 6,580 96 4,690 14,890 11,190 7,250 5,040 108 4,170 12,850 8,950 5,730 3,980 120 3,690 10,900 7,250 4,640 ** 144 2,930 7,630 5,040 ** ** Notes: * Load limited by spot weld shear. ** KL/r > 200 NR = Not Recommended. 1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or w lbs/in). 2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56 for reduction factors for unbraced lengths. 3. For pierced channel, multiply beam loads by the following factor: "KO" Series 95% "T" Series 85% "HS" Series 90%• "SL" Series 85% "H3" Series 90% "DS" Series 70% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18. 6. All beam loads are for bending about Axis 1-1. CD "w cz Lid 6.1 1.1 Ii✓ gal ri gal IU FE 9'OIxZl311 13 0 ACCESS PLATFORM CC 0 I- Q W z w C) w CD J z w 6 H Z 4 N I a A 41 A) c NI 6/Ixfxf1 �. a ,+♦ 6/Ixfxfl �. A Ali" J 6/Ixfxfl M +♦ I 9'OIXZION 1 11"=2-9. (4) RISERS AT 6 5/8" = v-2 1/2" 13 0 ACCESS PLATFORM CC 0 I- Q W z w C) w CD J z w 6 H Z 4 N Sitts & Hill Engineers, Inc. 4815 Center Street Project Title: Engineer: Project Descr. Project ID: Printed: 14 MAY 2018, 6:30PM Steel Beam Lic. # : KW -06002611 Description : Member A - Generator Platform Member CODE REFERENCES File = P:11811001180331Calculations1Structura1118033.ec€ ENERCALC, INC. 1983'2017, BuiId:10.17.12.10, Ve ..10.17.12.1( Licensee : sitts & hill engineering, inc. Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 36.0 ksi 29,000.0 ksi a 9 D(0.0352 L(0.07) MC12x10.6 Span = 8.0 ft Applied Loads Beam self weight NOT intemally calculated and added Uniform Load : D = 0.020, L = 0.040 ksf, Tributary Width = 1.750 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Design OK Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.137: 1 Maximum Shear Stress Ratio = MC12x10.6 Section used for this span 0.840 k -ft Va : Applied 6.131 k -ft Vn/Omega : Allowable +D+L Load Combination 4.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.004 in Ratio = 23,755 >=360 0.004 in Ratio = 23,755 >=360 0.006 in Ratio = 15837 >=240 0.000 in Ratio = 0 <240 0.014 : 1 MC12x10.6 0.420 k 29.490 k +D+L 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Summary of Moment Values Summary of Shear Values Mmax + Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega D Only Dsgn. L = +D+L Dsgn. L = +D+0.750L Dsgn. L = +0.60D Dsgn. L = 8.00 ft 8.00 ft 8.00 ft 8.00 ft 0.046 0.137 0.114 0.027 0.005 0.28 0.014 0.84 0.012 0.70 0.003 0.17 Overall Maximum Deflections 0.28 0.84 0.70 0.17 10.24 10.24 10.24 10.24 6.13 1.14 1.00 6.13 1.14 1.00 6.13 1.14 1.00 6.13 1.14 1.00 0.14 0.42 0.35 0.08 49.25 49.25 49.25 49.25 29.49 29.49 29.49 29.49 Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L 1 0.0061 I Vertical Reactions 4.023 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum D Only +D+L +D+0.750L +0.600 L Only 0.420 0.084 0.140 0.420 0.350 0.084 0.280 0.420 0.084 0.140 0.420 0.350 0.084 0.280 14 Sitts & Hill Engineers, Inc. 4815 Center Street Project Title: Engineer: Project Descr: Project ID: Printed: 14 MAY 2018, 6:31PM Steel Beam Lic. # : KW -06002611 Description : Member B - Guardrail Post CODE REFERENCES File = P:1180001180331Calculations\Structura818033.ecE ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver.10.17.12.1( Licensee : sitts & hill engineering, inc. Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 35.0 ksi 29,000.0 ksi F Pipet -1/2 x -Strong Span = 4.0 ft Applied Loads Beam self weight NOT intemally calculated and added Load(s) for Span Number 1 Point Load: L = 0.20 k @ 4.0 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = 0.834: 1 Section used for this span Pipe1-1/2 x -Strong Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.800 k -ft 0.959 k -ft L Only 0.000ft Span # 1 Design OK Maximum Shear Stress Ratio = 0.032 : 1 0.000 in Ratio = 0.000 in Ratio = 0.682 in Ratio = 0.000 in Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0 <240 0 <240 141 >=120 0 <120 Pipe1-1/2 x -Strong 0.20 k 6.287 k L Only 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Segment Length Span # M V Mmax + Summary of Shear Values Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn. L = L Only Dsgn. L = +0.750L Dsgn. L = 4.00 ft 4.00 ft 4.00 ft 1 0.000 1 0.834 0.032 1 0.626 0.024 Overall Maximum Deflections 1.60 -0.80 0.80 1.60 -0.60 0.60 1.60 0.96 1.00 1.00 0.96 1.00 1.00 0.96 1.00 1.00 -0.00 0.20 0.15 10.50 10.50 10.50 6.29 6.29 6.29 Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span L Only 1 0.6820 4.000 Vertical Reactions Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum Overall MlNimum L Only +0.750L 0.200 0.150 0.200 0.150 15 onl mod El i 1 1-1 ei O1 Irl 0a0 m 0 N 0 7. ROD CAPACITY IN TENSION LIMITED TO UNISTRUT NUT CAPACITY; SHEAR CAPACITY BASED ON BEARING TO ACCESS FLOOR PLATE. 10. COMPRESSION AND SHEAR UNITY CHECK = (Cu/4Cn + Vu/4Vn)/1.2 11. DUE TO HIGH UNITY CHECK PROVIDE ACCESS FLOOR PEDESTALS UNDER CASTERS TO RESIST PART OF THE COMPRESSION LOAD. 12. SUPPORTED DIRECTLY ON FOUNDATION - COMPRESSION TO ANCHORS NOT APPLICABLE. 1 1 1 i • a i m Imola) a a m a a m a .-t -I 0 N m 0 a o 0 4. COMPRESSION = Cu = (1.2 + 0.2*Sds)*D + E = 1.402*Wp/2 + Fp*(0.6*H)/D (ASCE 7-10 paragraph 12.4.2.3) B. BASED ON SIMPSON STRONG BOLT -2. OTHER PRODUCTS HAVE SIMILAR CAPACITIES. 9. 1/2" ROD COMPRESSION CAPACITY BASED ON 15.25" UNBRACED LENGTH, Fa = 1.4X9.99 KSI, AND 4) = 0.9. 6422 6422 N N 5. TENSION = Tu = (0.9 - 0.2*Sds)*D - E = 0.698*Wp/2 - Fp*(0.6*H)/D (ASCE 1-70 paragraph 12.4.2.3) 5. TENSION AND SHEAR UNITY CHECK = (Tu/4Tn + Vu/On)/1.2I 1 1 4000 4000 4000 1 ...... e-1 \ rl ey 1. Fp = 0.3*Sds*Ip*Wp = 0.4545*Wp (ASCE 7-10 Eq. 13.3-3); Sds = 1.01; Ip =1.5 2. % OF 60 "H" USED FOR OVERTURNING MOMENT AT ACCESS FLOOR. 3. D = DISTANCE BETWEEN CASTERS AND TENSION ANCHORS. L__________1 N K 01 0 Z Z Q W 2 0 z O OI v, N to N N N N N N N N mN m .-i •O ° CO to m •• "Cr ID m Oai ._*, Ln -1715.8 -510.4 m m ei N m N N. O 00 00 ey N 00 N N m O O a N FOOTNOTES to ,-i ,-im t0 10 •_ N 1683.9 b 3006.3 1 5353.5 N N m «< Lower values govern. SPACING. INCHES. (3) 27.7 Jj 8.2 in N m ,n 00 •"I a m to CO to m eti N N 00 r.- n n 1 V. CO N 00 n N N Q 2 .~1 m m0 H _ i. N N O to t0 O ICI N m m cN-1 n N N O z O LT,."{ I- 0 N m H9'0 4 • l 00 a U to a O V O N O 111 N N e-1 a N N CC ¢ ed C 0 u N tD A j- _" 0 na a c o a uoY NDA s co �17Ma t rsattery Laolnet i CO "' a . cc i u. : z . a 1/L" IIINtAUtU ROD, ASTM F1554 1/2 EXPANSION ANCHOR, 3" EMBED Cr Q CO O iii>Y NQ ci)2U U� aW¢ U� ��a: QU- I I I I I I W cc VO "0 Uti I I I cc —J I A 1.1 A 1111 uml 11 mai 11111 A Lir Om LS Series Stationary Load Banks Load Banks Direct, LLC is a leading manufacturer of high- capacity Load Banks. The LS Series of Stationary Outdoor Load Banks offers the most robust, high-capacity, outdoor designs in the industry. LBD is setting the standard with intelligent operator controls, safety indication layouts, a- djustable Toad step resolution, and ease of installation. The LS Series of Stationary products is the perfect solution for regularly scheduled testing and commissioning of mission -critical standby emergency power systems. > Outdoor Weatherproof Construction > Rated for continuous duty with no cool -down period > Highest Capacity in the smallest installed footprint > Branch circuit fusing virtually eliminates catastrophic failure > Slide Out Resistor Case Assemblies > Intelligent Safety Circuits, Indicators, and Operator Controls PowerDynem 1 When Quality Matters PowerDynem Resistors are the most rugged in the in- dustry. The non -corrosive resistance alloy can fully handle the effects of an outdoor installation. They are fully supported across their entire length within the air stream by stainless steel support rods which are insu- lated with heavy-duty, high-temperature ceramic insula- tors. Change in resistance is minimized by maintaining conservative resistor designs. Construction 1 Built to Last LBD products are constructed of galvanized steel with the highest quality durable powder -coat paint finish, and external stainless steel fasteners. All power, motor, and control connections are pro- vided in a sealed thermostatically controlled heated compartment to limit any harmful effects of moisture and condensation. Vertical airflow pro- vides the highest capacity in the smallest installed footprint, and exhausts hot-air away from person- nel and other installed equipment. The enclosure is stationary -type, outdoor construction, installed and operated on a floor, roof -top, or concrete pad. Forklift channels are provided within the base for ease of lifting and handling during installation. Direct, LLC . 34th Street Covington; KY 41015: www'LoadBanksDi rect.com roll Free ax mail sales@Ioadbanlasdirect.coma +01 859 554 1534 r53,47.10:4_(U.S &Canada) +01859.554.2530 LS Series .r LS200, LS250, LS300 & LS400 LS500, LS600, LS700 & LS750 LS800 200-400 LS900, LS1000 & LS1100 LS1200 & LS1250 LS1500,LS2000,LS2400 & LS2500 500-750 900-1100 1200-1250 1500- 2500 10 or 25 10 or 25 10or25 10 or 25 25 25 40.25 x 52.5 x 57 40.25 x 52.5 x 69 40.25 x 52.5 x 69 40.25 x 52.5 x 92 40.25 x 52.5 x 92 40.25 x 88 x 69 800 -1100 1300 -1500 1400 1700 -1900 2100 2600 - 4000 Cooling System > Integrally mounted blower motor with high-performance, direct -driven fan blade delivers the required airflow volume (CFM) for cooling resistor load elements > Blower motors can be wired to operate intemally off the main input load bus or from an extemal 3-phase power source > Motor circuits are short- circuit protected by current - limiting fuses and thermally protected by overload relays Digital Power Meter A fully equipped, 3-phase Digital Power Metering System that measures a standard range of 16 load parameters. Includes RS485 (Modbus protocol) for remote reading - compatible with PC, PLC, and data loggers. `t �► .1 �i ,• • Automatic Load Dump circuit provides user interface provisions to the generator controls, automatic transfer switch, or building manage- ment system, to disconnect and disable all load steps from a normally closed (NC) set of auxiliary contacts. In the event of an actual power failure, all load bank load is removed from the source under test. Load BankiiDirect, LLC Phon 125 W 34th Street l F Toll{F Covington, KY 41015 Fax: virww LoadBanksDlrect com ` Email +01X859.554.1534 855-LBDALL D8595544.2530:' sales@loadbanksd Remote Indication and Alarm contact clo- sure provides user interface to your building manage- ment system. Your Complete Solutions Provider I When Testing Matters LBD's complete line of portable and stationary Load Bank prod- ucts offers industry exclusive load testing solutions for genera- tor set dealer/distributor net- works, service arms, rental com- panies, end users, and original equipment manufacturers of gen- erator sets, UPS systems, tur- bines, fuel cells, wind power, and battery systems. LBD is your factory -direct complete solutions partner. 2012 Load Banks Direct, LLC 0 All Rights Reserved. 8310.2012 Specification subject to change without notice. klool mai IAN 11 El 11 MI 1 1 p1 1 1 REAR VIEW coco 0� o~ I 00 J m LLO u) m Wo ~ CI)D ao I- Cr) O '--' = Z = M j Z i c om 0 J 0 I < r----+---� °° o �� I W N� W NO w 0_I L i I i J W CC O J o W o CC ct 1��� Q Z Ir. 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Load BanksDirectcom LOAD BANK, 900 THRU 1250KW (7 ui 0 N Z of u5 N 0 w C w d Z J Ow 1- _ OZ_ 0 U74U 1-- w W a ..1.- o W2EoZZ (1)Z 11 01-0 ct 1- 0) = a g o 0=w= ° wpm Z z�� w FYw J O!U ,:w w!=0 g 0,a W 0 W 0 m ZDV <0)CL WW 0< W 4 m d 0 a' s - M (O fn w 0 w Y co O < Z0 Ow00 Q J m Z 2 0=(n Ocoz :z } F N O< crW U �z�a_z 0 O w U w or U W - ,*) 0_ Ir O a -11-"-zrc O<�0¢a u j a O h 0 Z Z F U QQ (4) W 0QW00Ceco0 o) W(,)yUZ c IT 0-C aNom I. L_JL Lill III 1. II i i.i 1.1 I_ I IN I- I IL 10-11 1711 IT1 [J UI 1-1 THIS DRAWING 15 PROPERTY OF LOAD BANKS DIRECT AND SHALL REMAIN SO WHILE IN USERS POSSESSION. THE TECHNOLOGY SHOWN HERE IS STRICTLY PROPRIETARY AND IS NOT TO BE DISCLOSED TO ANY 3RD PARTY WITHOUT LOAD BANKS DIRECT PRIOR CONSENT. Part Number Power Rating - KW Voltage -VAC Phase Frequency - Hertz Amps LS900-480 900 480 3 60 1082 LS900-600 900 600 3 60 866 LS1000-480 1000 480 3 60 1202 LS1000-600 1000 600 3 60 962 LS1100-480 1100 480 3 60 1323 LS1100-600 1100 600 3 60 1058 LS1200-480 1200 480 3 60 1443 LS1200-600 1200 600 3 60 1155 LS1250-480 1250 480 3 60 1503 LS1250-600 1250 600 3 60 1202 Control Circuit Rating: 120 Volts AC 1 -Phase BO Hertz 1 10 Amps Fuse Location Designator Fuse Class Volts Amps Control Circuit F100-103 CC 600 6, 8, 10 Blower Circuit F110-112 J 600 20 Instrumentation F107 -F109 CC 600 1 Heater F104 Cartridge/Midget 250 2 Load Circuit CC 600 10, 15, 20, 25, 30 Load Circuit T 600 70, 80, 100,125, 150, 200 Customer Load Connections Use Removable Gland Plate for conduit knock -outs of customer load connections. All Load Wiring to be minimum 75 degree C rated, Copper Wire only. Caution - Risk of Electrical Shock. Disconnect ALL Sources of Power before Servicing. Warning - When mounting on or over a combustible surface, a floor plate of at least 1.43 mm galvanized or 1.6 mm uncoated steel extended at least 150 mm beyond the equipment on all sides must be installed. GENERAL NOTES: A. UNLESS OTHERWISE NOTED: 1. ALL DIMENSIONS ARE IN INCHES. EXCEPT "[xxxj" = mm. B. APPROX WEIGHT: 1600 - 1900 LBS [726-862 KG]. C. SEE ELECTRICAL SCHEMATIC FOR LOAD CAPACITY (KW) RATINGS, VOLTAGE RATINGS, AND BLOWER MOTOR RATING (H.P.) Pn Load Banks Direct www. LoadBanksDirectcom TEXT LOAD BANK, 900 THRU 1250KW REV. SHEET 2of2 DWG. NO. LS900-1250-OL DRAWN BY JJF CHCND BY MMP DATE SIZE 3/26/13 A 0 0 a D 0 0 0 0 0 0 0 a 0 0 0 Generator set data sheet Generator Equipment Data Model: (DQFAB) Frequency: 60 Hz Fuel type: Diesel kW rating: (80)Sfandby 725 Prime Emissions level: EPA NSPS Stationary Emergency Tier 2 Exhaust emission data sheet: EDS -1061 Exhaust emission compliance sheet: EPA -1095 Sound performance data sheet: MSP -1036 Cooling performance data sheet: MCP -154 Prototype test summary data sheet: PTS -266 Standard set -mounted radiator cooling outline: A049K674 Optional remote radiator cooling outline: A053G787 Fuel consumption Standby Prime Continuous kW (kVA) kW (kVA) kW (kVA) Ratings 800 (1000) 725 (907) Configuration Load 1/4 1/2 3/4 Full 1/4 1/2 3/4 Full Full US gph 15.5 29.2 42.9 56.5 142 26.4 38.6 50.8 1800 L/hr 58.6 110.4 162.1 213.9 53.9 100.1 146.3 192.5 Engine Standby rating I Prime rating Continuous rating Engine manufacturer Cummins Inc. Engine model QST30-G5 NR2 Configuration Cast iron, V 12 cylinder Aspiration Turbocharged and low temperature after -cooled Gross engine power output, kWm (bhp) 1112 (1490) 1007 (1350) BMEP at set rated load, kPa (psi) 1914 (278) 1739 (252) Bore, mm (in.) 140 (5.51) Stroke, mm (in.) 165 (6.5) Rated speed, rpm 1800 Piston speed, m/s (ft/min) 9.91 (1950) Compression ratio 14.7:1 Lube oil capacity, L (qt) 154 (162.8) Overspeed limit, rpm 2100 ±50 Regenerative power, kW 82 Fuel flow Maximum fuel flow, L/hr (US gph) Maximum fuel inlet restriction, kPa (in Hg) Maximum fuel inlet temperature, °C (°F) 570 (150) 27 (8.0) 66 (150) Our energy working for you ©2017 Cummins Inc. 1 D-3330 (09/17) 21 power.cummins.com 8 a a a a e a e a B a a 0 a a a a D U Air Standby rating Prime rati®g Continuous rating Combustion air, m3/min (scfm) 73 (2608) 64 (2404) Maximum air cleaner restriction, kPa (in H20) 6.2 (25) Altemator cooling air, m3/min (cfm) 204 (7300) Exhaust Exhaust flow at set rated load, m3/min (cfm) 183 (6550) 174 (6220) Fan load, kWm (HP) Exhaust temperature, °C (°F) 445 (833) 428 (803) 167 (44) Maximum back pressure, kPa (in H20) 6.8 (27) Cooling system air flow, m3/min (scfm) 1097.5 (38753) Standard set -mounted radiator coolin Ambient design, °C (°F) 56((132:8)) Heat rejected, jacket water circuit, MJ/min (Btu/min) Fan load, kWm (HP) 33.1 (44.4) Heat rejected, fuel circuit, MJ/min (Btu/min) Coolant capacity (with radiator), L (US gal) 167 (44) Maximum raw water pressure, jacket water circuit, kPa (psi) Cooling system air flow, m3/min (scfm) 1097.5 (38753) Maximum raw water pressure, fuel circuit, kPa (psi) Total heat rejection, MJ/min (Btu/min) 38.8 (36865) 35.1 (33269) Maximum cooling airflow static restriction, kPa (in H20) 0.12 (0.5) Minimum raw water flow at 27 °C (80 °F) inlet temp, jacket water circuit, Umin (US gal/min) Maximum fuel retum line restriction kPa (in Hg) 67.5 (20) Minimum raw water flow at 27 °C (80 °F) inlet temp, fuel circuit, Umin (US gal/min) Optional heat exchanger cooling Set coolant capacity, L (US gal) Heat rejected, jacket water circuit, MJ/min (Btu/min) Heat rejected, aftercooler circuit, MJ/min (Btu/min) Heat rejected, fuel circuit, MJ/min (Btu/min) Total heat radiated to room, MJ/min (Btu/min) Maximum raw water pressure, jacket water circuit, kPa (psi) Maximum raw water pressure, aftercooler circuit, kPa (psi) Maximum raw water pressure, fuel circuit, kPa (psi) Maximum raw water flow, jacket water circuit, L/min (US gal/min) Maximum raw water flow, aftercooler circuit, Umin (US gal/min) Maximum raw water flow, fuel circuit, L/min (US gal/min) Minimum raw water flow at 27 °C (80 °F) inlet temp, jacket water circuit, Umin (US gal/min) Minimum raw water flow at 27 °C (80 °F) inlet temp, aftercooler circuit, Umin (US gal/min) Minimum raw water flow at 27 °C (80 °F) inlet temp, fuel circuit, Umin (US gal/min) Raw water delta P at min flow, jacket water circuit, kPa (psi) Raw water delta P at min flow, aftercooler circuit, kPa (psi) Raw water delta P at min flow, fuel circuit, kPa (psi) Maximum jacket water outlet temp, °C (°F) Maximum aftercooler inlet temp, °C (°F) Maximum aftercooler inlet temp at 25 °C (77 °F) ambient, °C (°F) Maximum fuel retum line restriction, kPa (in Hg) Our energy working for you. ©2017 Cummins Inc. 1 D3330 (09/17) 22 power.cummins.com a a a 8 a a e B a a a B a a Optional remote radiator coolingl Standby rating I Prime rating Continuous rating Set coolant capacity, L (US gal) Applicable for supplying Applicable for supplying Max flow rate at max friction head, jacket water circuit, L/min (US gal/min) I. 992 (262) power to a constant Max flow rate at max friction head, aftercooler circuit, L/min (US gal/min) 303 (80) load for the duration of Heat rejected, jacket water circuit, MJ/min (Btu/min) 19.35 (18351) 18.11 (17170) power interruption of a Heat rejected, aftercooler circuit, MJ/min (Btu/min) 12.35 (11712) 11.06 (10485) reliable utility source. Heat rejected, fuel circuit, MJ/min (Btu/min) accordance with ISO 8528. Power (COP) is in Emergency Standby Power (ESP) is in accordance with ISO 8528. Fuel stop power in accordance with Total heat radiated to room, MJ/min (Btu/min) 6.1 (5753) 5.6 (5301) ISO 3046, AS 2789, Maximum friction head, jacket water circuit, kPa (psi) 69 (10) Maximum friction head, aftercooler circuit, kPa (psi) 48 (7) Maximum static head, jacket water circuit, m (ft) 14 (46) Maximum static head, aftercooler circuit, m (ft) 14 (46) Maximum jacket water outlet temp, °C (°F) 104 (220) 100 (212) Maximum aftercooler inlet temp at 25 °C (77 °F) ambient, °C (°F) 41 (105) Maximum aftercooler inlet temp, °C (°F) 62 (143) 56 (133) Maximum fuel flow, L/hr (US gph) Maximum fuel retum line restriction, kPa (in Hg) 67.5 (20) Weights2 Unit dry weight kgs (lbs) 6857 (15117) Unit wet weight kgs (lbs) 7120 (15697) Notes: 1 For non-standard remote installations contact your local Cummins representative. 2 Weights represent a set with standard features. See outline drawing for weights of other configurations. Derating factors Standby Engine power available up to 2700 m (8858 ft) at ambient temperatures up to 40 °C (104 °F) and 1655 m (5429 ft) at ambient temperatures up to 50 °C (122 °F). Above these elevations, derate at 3.5% per 305 m (1000 ft) and 7% per 10 °C (18 °F). Prime Engine power available up to 2660 m (8727 ft) at ambient temperatures up to 40 °C (104 °F) and 2090 m (6856 ft) at ambient temperatures up to 50 °C (122 °F). Above these elevations, derate at 3.5% per 305 m (1000 ft) and 7% per 10 °C (18 °F). Continuous a Ratings definitions Emergency Standby Power (ESP): Limited -Time Running Power (LTP): Prime Power (PRP): Base Load (Continuous) Power (COP): Applicable for supplying Applicable for supplying Applicable for supplying Applicable for supplying power to varying electrical power to a constant power to varying electrical power continuously to a load for the duration of electrical load for limited load for unlimited hours. constant electrical load for power interruption of a hours. Limited -Time Prime Power (PRP) is in unlimited hours. Continuous reliable utility source. Running Power (LTP) is in accordance with ISO 8528. Power (COP) is in Emergency Standby Power (ESP) is in accordance with ISO 8528. Fuel stop power in accordance with accordance with ISO 8528. Ten percent overload capability is available in accordance with ISO 3046, AS 2789, DIN 6271 and accordance with ISO 8528, ISO 3046, AS 2789, DIN 6271 and BS 5514. ISO 3046, AS 2789, BS 5514. DIN 6271 and BS 5514. Our energy working for you.' ®2017 Cummins Inc. 1 D-3330 (09/17) 23 power.cummins.com 0 a a a a a a a a 0 a 0 0 a a Alternator data Voltage Connection' Temp rise degrees C Duty2 Single phase factor3 Max surge kVA4 Winding No. Alternator data sheet Feature code 277/480 12 -lead 125/105 SIP 2944 817 ADS -309 B246 120/208-139/240 12 -lead 125/105 S/P 3313 819 ADS -310 B252 240/416-277/480 12 -lead 125/105 S/P 3313 819 ADS -310 B252 110/190-139/240 12 -lead 125/105 S/P 3866 818 ADS -311 B258 220/380-277/480 12 -lead 125/105 S/P 3866 818 ADS -311 B258 110/190-139/240 12 -lead 105/80 S/P 4234 823 ADS -312 B259 220/380-277/480 12 -lead 105/80 S/P 4234 823 ADS -312 B259 277/480 Wye, 3-phase 125/105 S/P 2944 817 ADS -309 B276 220/380-277/480 Wye, 3-phase 125/105 S/P 3866 818 ADS -311 B282 347/600 3-phase 125/105 S/P 2944 817 ADS -309 B300 347/600 3-phase 105/80 S/P 3866 825 ADS -311 B301 Notes: 1 Limited single phase capability is available from some three phase rated configurations. To obtain single phase rating, multiply the three phase kW rating by the Single Phase Factor3. All single phase ratings are at unity power factor. 2 Standby (S), Prime (P) and Continuous ratings (C). 3 Factor for the Single phase output from Three phase altemator formula listed below. ° Maximum rated starting kVA that results in a minimum of 90% of rated sustained voltage during starting. Formulas for calculating full Toad currents: Three phase output Single phase output kW x 1000 kW x SinglePhaseFactor x 1000 Voltage x 1.73 x 0.8 Voltage Warning: Back feed to a utility system can cause electrocution and/or property damage. Do not connect to any building's electrical system except through an approved device or after building main switch is open. For more information contact your local Cummins distributor or visit power.cummins.com Our energy working for you. - 52017 Cummins Inc. All rights reserved. Cummins is a registered trademark of Cummins Inc. 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I- 0 a I- CCw @ O MM O ¢ Z F H rI-m 0 O 0 0 m U w / al ¢= / I C.)_,„0 - Z a 0 UD o a� a_ U 13 - Ln i9 m? 0 I � ¢a oZ 0 cc 0 o • FRONT VIEW (DUAL INPUT MODULE SHOWN) Q W N 3 0 W26 I- rn 0 O O •W ZM 0 C N U M 0g co co (70D co D 0 C3 QOroLU W 0 Y 0 N Z N gz W H O Z N LU 0 W r Z Z U w ORDER NO. m>- ZU Q(0 0 o >-w m J J YO 2 a a a a e a e a B a a 0 a a a a w 0 Z .= c.i of v ori 6 r 66F: E E o J w z x _1 • a 't. • o Op • 0 • U> Q CC j U= w Q H W CI Ill ce F w = j 0 Z CO >g - -.Zo0 _~o¢ z 0 za5 E w¢ ¢ a www x E>X� c' ° w(pFMCCOO If) wz ff3 O 01_wow owgp UWx000m Z U,- m d a Z O~_ CC o 2 N w 2E Lo-zmwwcol-ZDv �u 5 ¢C Q 'Fx-cO�j00QZ�zw= �-¢o"' �ao`v Z p p Z V Z a J J¢ N OX O000 rn Z O Z W Haim E z„,.°0) E z mmE wZ W 2 0 0 2 Um o U �'�n w 2¢ o¢ O w o 2 o a I._ o a z c o a z 2'zU>� -1xoxt-q a��� �� 1520.<°1-<><1.- w a 2 z a O Ua N m a QN YF 2' O 0 w Qo 3w OW Z w > d 0 27.5 [E 33.5" [850mm] DETAILS TOP VIEW w w 0 1- 0 FRONT VIEW (SHOWN WITHOUT SIDE PANEL) Q z O 17,N 5 a N ° 0 �' F OUTLINE DRAWING STANDALONE BATTERY JUNCTION CABINET LIEBERT BPP M 0 z w w [ww056T] „8'9L 1—, E E co rnN 1.9 t . w w 0 1- 0 FRONT VIEW (SHOWN WITHOUT SIDE PANEL) Q z O 17,N 5 a N ° 0 �' F OUTLINE DRAWING STANDALONE BATTERY JUNCTION CABINET LIEBERT BPP M 0 z w w a 8 a 8 a oz 2 ? 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J J Q Q u, Q J W 0 W m W O MO CO 0 W VI CO > > ? m 2 m Ow ce LL, N G W W y RIGHT SIDE VIEW [wwLb£] „L'ET E E o O Ot FRONT VIEW J w m (4" [102mm] x 41.3" [1050mm) 1 a W Q o N mgo ¢g dam �a0 O TERMINAL DETAILS 1- w Z m U Z 0 H 0 U Z w H H m w z O J z vJ LIEBERT BPP Cr) d LL z O N z w 3 ° ❑ z S — 0 D D Z C J C Ce 0 j = m Q H W W U) _ 0 w mn Li.O ¢ Z 0 E > 0 cm w W~ W O.Z ¢❑w 0 W a0¢ W z- .- ❑ W - z z a F❑•'=0 Q le -±-05<0.0_1 Z p 0 Z Z 0 0°17,P0.,70.,- U5 0Wk0�0fl v)2z01±1000 W g m m m W z Z U z> ce Z— fn ❑ w<O<< W JWOWOLLJJO 0 Z .- N M 7 In (O E E [wwSZ] ,A'T J 1- w cs cks ti `01 'L o`� 92 30.9" [785mm] 24.4" [621mm] 1 cnui 0 0 [ww6L] .,T'£ Iww90T] [wwss] 0Z'Z — 0 L° J 0 0 �o 0 [ww9£6] .,8'9£ 0 0 0 0 0 0 c o 8 0 27.7" [703mm] [wwL£0T] H Z 0 w (TOP VIEW OF UNIT) Q N O N z6 Ma - 3 m 2 0 M OUTLINE DRAWING STANDALONE BATTERY JUNCTION CABINET LIEBERT BPP M .LL F Q w M z w E713® �]'' E E 0 D =13 © O = D Top Terminal Battery Cabinets Manufacturer Battery Model Total Weight lb (kg) Breaker Manufacturer Breaker Frame Size Manufacturer's Breaker Part Number UPS12-300MR 3465 SquareD 350AT/600AF LLF37035D88 UPS12-305PLP 3465 SquareD 400AT/600AF LLF37040D88 UPS 12-350MR 3825 SquareD 400AT/600AF LLF37040D88 IPS19.. PI P "AR9c Srluarafl 4cf1AT/Rnf1AF 1 1 F'17nacnsack , UPS12-400MR 4215 SquareD 500AT/600AF LLF37050D88 C&D UPS12-405PLP 4215 SquareD 500AT/600AF LLF37050D88 UPS12-490MR 5175 SquareD 500AT/600AF LLF37050D88 UPS12-495PLP 5175 SquareD 600AT/600AF LLF37060D88 UPS 12-540MR 5225 SquareD 600AT/600AF LLF37060D88 UPS12-545PLP 5225 SquareD 600AT/600AF LLF37060D88 UPS12-600MR 5585 SquareD 700AT/1200AF LLF47070D88 UPS12-605PLP 5585 SquareD 700AT/1200AF LLF47070D88 Enersys 12HX300 3525 SquareD 350AT/600AF LLF37035D88 12HX330 3965 SquareD 400AT/600AF LLF37040D88 12HX400 4375 SquareD 450AT/600AF LLF37045D88 12HX505 5295 SquareD 600AT/600AF LLF37060D88 12HX540 5465 SquareD 600AT/600AF LLF37060D88 XE60 3155 SquareD 700AT/1200AF LLF47070D88 XE95 4275 SquareD 800AT/1200AF LLF47080D88 East Penn HR3000 3565 SquareD 400AT/600AF LLF37040D88 HR3500 3965 SquareD 450AT/600AF LLF37045D88 HR4000 4375 SquareD 500AT/600AF LLF37050D88 31HR5000 5095 SquareD 500AT/600AF LLF37050D88 HR5500 5455 SquareD 600AT/600AF LLF37060D88 SHEET NO. 1 OF 1 DRAWN BY: K. STACY ECN NO. REF DWG. DESIGNED BY: S. MAJOR APPROVED BY: S. MAJOR TITLE TECHNICAL INFORMATION TOP TERMINAL BATTERY CABINET LIEBERT NX225-600, NXL, EXL, EXL S1 DWG. NO. BPP18001 DATE (LATEST REV.) 2/23/2017 REVISION 1 1050 DEARBORN DR P.O. BOX 29186 COLUMBUS, OH 43229 VERTIV. 34 1 LIEBERT° RX REMOTE POWER DISTRIBUTION CABINET Industry's Smallest Footprint; 400 Amp, 84 Poles i PDU Equipment Data a a a a a a a 8 B a a a e a a A Space -Saving, Flexible Solution for.High Density Power Distribution The influx of client/server rack equipment is changing the content of data centers. There. are:more devices, than before, and they consume more power than their predecessors. Space is at a prerniurn, so the data center power support infrastructure must.be compact and flexible, to meet changing room demands. The Liebert® I;6< supplies .packaged power distribution in the smallest possible footprint; with 400 Amp and: 84 poles in one panelboard, and only ,requiring 24"x92" of space. Flexibility • 84 poles in a 24"x12" footprint. Up to 168 poles in a 24"x24" footprint • Multiple configuration options allow optimization of data center space - two, three or four units may be installed in space -saving clusters • Floor or wall mount, or attach to supports at end of rack aisle • Fits standard raised -floor tile, while permitting removal of adjacent floor tiles Higher Availability • The 400A continuous current rated main circuit breaker better coordinates with today's 30A and 60A branch breakers than smaller 225A mains, providing better selective tripping • Each panelboard is totally isolated - any potential arc flash is contained within the cabinet when installed back-to-back and each is receiving a separate feed from a dual bus system • Factory assembled and tested to ensure reliability and consistent performance • Wide open access channels provide six inches of access space, and individual hinged covers, allowing easy addition of future circuits 35 Lowest Total Cost Of Ownership • Compact cabinet conserves valuable floor space • Packaged system is easy to install, maintain and add additional circuits Ideally Suited For • Data centers • Telecommunications • Manufacturing LIEBERT° RX REMOTE POWER DISTRIBUTION CABINET System Monitoring The Liebert* RX is available with two monitoring options: at the panelboard level with Current Plus Monitoring (CPM) and at the panelboard level and the branch circuit level with Liebert Distribution Monitoring (LDMF). Panelboard Monitoring: The integral Current Plus Monitoring (CPM) optional display monitors the current and voltage of the panelboard. The display includes a monochrome LCD, power and alarm LEDs, audible alarm, and a silence push button. It provides true RMS measurements and battery backed memory. Monitored parameters include: • Voltage - Line -to -Line • Voltage - Line -to -Neutral • Neutral Current • Ground Current • kVA • Power Factor • Voltage Total Harmonic Distortion (THD) • Current Total Harmonic Distortion (THD) • Crest Factor Branch Circuit Monitoring: Advanced monitoring is available through the optional Liebert Distribution Monitoring (LDMF) display. This option provides a large LCD screen that allows viewing of monitored information for the panelboard as well as each individual branch circuit breaker. Alarm data may be viewed from this display for up-to- date breaker status. It provides true RMS measurements and battery backed memory. Monitored parameters are the same as those for the CPM monitor, plus for each branch circuit: • Phase Current • kW • kW- hours • Percent load LDMF Monitoring Screen 36 Centralized Monitoring: • An optional Liebert SiteScan`' Web interface allows centralized monitoring of the Liebert RX. • A Liebert IntelliSlot® Unityr" communications card allows monitoring via a Building Management System (BMS) or IT network with multiple protocols (SNMP, Modbus, BACnet) in one card. High -Availability Configurations The flexible Liebert RX is easily configured to accommodate current site needs and future growth. Single, 1'x2, 84pole, 400A • Wall mounted • Back supported by column, unistrut, or wire cage Double, l'x4',168poIe, 2x400A • Wall mounted • Back supported Double, 2'x2,168poIe, 2x400A • Free standing • Drop-in replacement for floor tile Triple, 2'x3', 252po1e, 3x400A • Free standing • Panelboards front, rear, one side Quadruple, 2'x4', 336po1e, 4x400A • Free standing • Panelboards front, rear, both sides For ease of wiring organization and installation, the conduit -landing plates in the top and base of the unit feature 84 holes as standard. Optional configurations available: 56 holes for 1/2" conduit and 28 holes for 3/4" conduit. { 37 3 Standard Features Input/Output Voltages (VAC): 208Y/120, 220Y/127, 240Y/139 380Y/220, 400Y/230, 415Y/240, 480Y/277. Input Frequency: 50 Hz, 60 Hz. Input Connections: 4 -wire plus ground. Cable Access: Top and bottom -access for input and output cables. Top and base has 84 conduit -landing holes standard. Service Access: Front. Service Clearances: 36" front. Cooling: Convection cooling only; no fans. Heat rejection through screened opening in top. Note: Minimum 18" clearance above unit. Optional Features • Current Plus Monitoring (CPM) with display • Liebert Distribution Monitoring (LDMF) with display • Liebert IntelliSlot Unity communications card • No panelboard main breaker • ABB 84 pole Finger -safe panelboard Input Breaker: 400A continuous current rated Panelboard main. Panelboard: One 84 -pole 400A panelboard. Grounding: Isolated neutral and safety - ground bus bars. Neutral bus and wiring sized 1.73 times load. Agency Approvals: UL -60950, C -UL. Base Dimensions: 24x12 inches, 610x305 mm. Overall Dimensions (WxDxH): 24x13x78.7 inches 610x328x2000 mm. Weight: 225 pounds (102 kilograms). VertivCo.com 1 Vertiv Headquarters, 1050 Dearborn Drive, Columbus, OH, 43085, USA 610 mm 328 mm 2000 mm 78.7 in w 2018 Vertiv Co. All rights reserved. Vertiv and the Vertiv logo are trademarks or registered trademarks of Vertiv Co. 411 other names and logos referred to are trade names. trademarks or registered trademarks of their respective owners. While every precaution has been taken to ensure accuracy and completeness herein, Vertiv Co. assumes no responsibility, and disclaims all liability. for damages resulting from use of this information or for any errors or omissions. Specifications are subject to change without notice. SL -20503 (R01/18) 38 4 120° DOOR SWING w E m o Q F 1��0�5 2w UzI_= F OQ �Nr,' li OV u ❑ j [WW0L910zwkmo 0 ^_ �~ O O Q cc O F z o I 1 1 1 E E 7.1-, o m ❑ _E NmWoW0x0. <¢,- E I I I Iun CD CI N u. Q — Q J 7 W W'et m��;wa�JmOH� I I I I N M CO Q❑ Q w z— J O N N 1nDO1-waWp0F�0Q Ni_ZWaaCrezo2 O • U' O V Q❑(n mJ=UWJ 1-• i Dwa3D.WLB o 0 Z - N <i V 7 EO EZ ?'O Q m LL m O Q < b Q co LLWz LLWV W z O w z Q w z200 z2- a0U gold w wm 0 Um0 QCI) ❑ QU3w SEE NOTE 5 120° DOOR SWING BOTTOM VIEW SEE NOTE 5 16.0" [406mm] FLOOR MOUNTING [ww1.41.9'1. 1 / \_ I [wwL41.9'l [wwoLz].Z'8 [wwolZl.Z'8 E :I:, (7 C I L t� a EE o V)CI b (V [wwEL81.4"4£ I [ww£L81.4'4£ —1 / [wwLZl1.0'S [wwLZl] .0'S REAR VIEW [ww000Z] .L 8L E E 0 0 RIGHT SIDE VIEW FRONT VIEW 2 0 Qa O a W CO J Q' O O = J J 0 z 3 z 0� 0 0 O Z >7 OLO °O w r rn z V MA YES TESTING ENGINEERS, INC. A1f!Can COMPANY February 19, 2019 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attention: Building Official Re: Boeing Tukwila BDS Program 9-53 H3 Server Migration Tukwila, WA. Project No. M7171979 To Whom It May Concern: Final Letter Permit No. D18-0159 Seale Of ce 20225Cedar v eyRoad Sate 110 Lynwood, WA 98036 ph425.742.9360 fax 425.745.1737 TacanaOfhce 10029 S. Tatem Way Su4e E2 Tacana, WA98499 ph 253.584.3720 fax 253.584.3707 Portland Ofibe 7911 NE 33rd Drive Sule 190 Portland, OR97211 ph 503281.7515 fax503281.15/9 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 inspections were provided for: • Reinforced Concrete • Proprietary Anchors o Expansion Anchors 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 this provides you with the information that you require. Should you have any questions please call us at 425-742-9360. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Principal 11/1/2018 City of Tukwila Department of Community Development HOANG VU 12803 34 AVE S TUKWILA, WA 98168 RE: Permit Application No. D17-0159 HOAN VU RESIDENCE 12803 34TH AVE S Dear HOANG VU, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/12/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 12/12/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D17-0159 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 POST -INSTALLED ANCHORS REPORT Report Number: Service Date: Report Date: Task: M7171979.0018 09/28/18 10/03/18 18029 9-53 H3 Server Migration MAYES TESTING ENGINEERS .lrerraran w..un 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Client The Boeing Company Attn: Kevin Rambaldini PO BOX 3707 Seattle, WA 98124-2207 Project Boeing Tukwila BDS Program 9725 East Marginal Way S Boeing Developmental Center Tukwila, WA 98108 Project No.: M7171979 Permit No.: Samples: (D18-0159 (08029 9-53 H3 server Weather: Overcast migration) N/A Observed installation of 3/4" diameter x 5" long Powers wedge anchors. Anchors were torque -verified to 110 foot-pounds with calibrated torque wrench. Location: Northwest exterior of Building 9-53 condenser for UT17. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Barry Tuttle Reported to: Washington Patriot Construction Contractor: Washington Patriot Construction Report Distribution: (1) The Boeing Company, Kevin Rambaldini (1) Mayes Testing Engineers, Inc, Tim Beckerle (1) Sitts & Hill Engineers, Inc., Wes Jones (1) Washington Patriot Construction, Greg Gran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 1 (1) City of Tukwila, Building Official (1) Sitts & Hill Engineers, Inc., Brian Labrecque (1) Washington Patriot Construction, Erik Bjorn Reviewed By: Robert Gardner Senior Project Field Manager QERMIT COORD COPT PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0159 DATE: 05/23/18 PROJECT NAME: THE BOEING COMPANY #9-053 SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Pr i 10W& ,\loAt(16 Building Division Public Works ftM AWG Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 05/24/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 06/21/18 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 BOEING COMPANY, THE Hone Lspanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries o Page 1 of 9 Search L&I A -'Z,, Index I Ie 1p My LE Workplace Rights Trades & Licensing BOEING COMPANY, THE Owner or tradesperson LOHR, MICHAEL Principals LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End: 01/13/2017) WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) WOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) WA UBI No. 178 005 030 100 N RIVERSIDE M/C 5003-4027 CHICAGO, IL 60606-1596 312-544-2535 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07113/1971— 01/18/2019 Bond Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 6/27/2018 PLANNING APPROVED - No changes can be made to these plans without approval from the Planning Division of DDD Approved By: Date: �(� BO 9/25 \G D B AS OPTO\S W v T" 1_/6\\ 7-127 KING COUNTY AIRPORT OFFICE •CENTER (FM) PROJECT SITE FROM DOWNTOWN SEATTLE n 14-01 900 AIR MUSEUM BOEING FIELD 99 EXIT 158 EXIT 157 EXIT 157 599 TUKWILA EAST MARGINAL WAY 99 CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT DEVELOP VE\TAL CE\TH FROM KENT & AUBURN 900 NO SCALE OF LLAY U OPS D \ VAR' A, WAS SICT 0 ITTP VTP 9ARCFL /I TOW A\ V A 9 5J \AVS 0\ \s R 23 \OHT � \G CO\TY, WAS BFR 562120-099C C U 98 AR A VA D 3UIL3I\G ADDRESS: 9725 EAST MAGI\AL WAY SOUTH TU4WILA, WASHI\GTO\ PROJECT SITE 3UILD\G 9-53 LOCATIO NO SCALE SO� RA\G_ 08 I\GTO\ -AST, SEPARATE PERMIT REQUIRED FOR: Q'lGlechanical Q'�Iectrical 9riumbing 9'Gas Piping City of Tukwila BUILDING DIVISION IIIINNIIMMINIM..simin avow REVISIONS No changes shall be rrnade to the scope Of work withcui prior approval of Tukwila Building Division. NOTE: Revisions will require a new pian submittal and may include additional plan review fees. 1 CO 3F SVVARY 9-53 SUMMARY: LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: FIRST FLOOR SECOND FLOOR BUILDING GROSS BUILDING HEIGHT STORIES OCCUPANT LOAD: FIRE PROTECTION SEISMIC DESIGN CATEGORY TUKWILA MUNICIPAL CODE CHAPTER 18, MIC/H ZONE MAXIMUM HEIGHT 125 FT. 2015 IEBC, R0151 FC, 2015 IBC AS AMENDED, 2015 WASHINGTON • STATE ENERGY CODE AND CITY OF TUKWILLA TITLE 16; WAC 51-11 BARRIER FREE CODE AS ADOPTED OR AMENDED, AND COMPLIANCE WITH THE CITY OF TUKWILLA ZONING CODES GROUP B TYPE II—B, SPRINKLERED 54,281 (EXISTING) 43,080 (EXISTING) 97,901 (EXISTING) 44ft ± TO TOP OF 2 (EXISTING) NO CHANGES FULLY SPRINKLERED D SCOPE OF WORK: FILE COPY Permit No.,b 18'- 0 /5 c ,ANT review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: .r - Date: 41/2-7/2-045' « City of Tukwila BUILDING DIVISION THE SCOPE OF WORK FOR THIS PROJECT INCLUDES RELOCATION OF EXISTING SERVER RACKS AND ASSOCIATED EQUIPMENT FROM THE 18-61 BUILDING IN KENT, WASHINGTON TO THE 9-53 BUILDING. ROOMS H3 AND UT17 SHALL CONTAIN THE LOCAL SERVERS, ROOM 12BB4 SHALL FUNCTION AS THE NETWORK ROOM, AND ROOM 22BB2 SHALL FUNCTION AS THE UPS ROOM. EQUIPMENT, SUCH AS MECHANICAL CONDENSER UNITS AND EMERGENCY GENERATORS, SHALL BE LOCATED OUTSIDE OF BUILDING 9-53 TO SUPPORT THE RECONFIGURED INTERIOR SPACES. WORK SHALL INCLUDE, BUT IS NOT LIMITED T0, INSTALLATION AND ANCHORAGE OF MECHANICAL AND ELECTRICAL EQUIPMENT, SUPPORT OF CABLE TRAYS, CONSTRUCTION OF FULL HEIGHT INTERIOR WALLS, INSTALLATION OF EXTERIOR CONCRETE PADS AND FOUNDATIONS, BOLLARDS AND FENCES, INCLUDING ALL RELOCATED ELECTRICAL AND MECHANICAL WORK. CURRENT OCCUPANT LOADS AND EGRESS PATHS WILL REMAIN UNCHANGED DUE TO ROOM RECONFIGURATIONS. OWNER CONTACT: THE BOEING COMPANY (BOEING*294ML 01.18.2019) MARTIN R. PROBST martin.r.probst@boeing.com (206) 852-4985 RECEIVED CITY OF TUKW MAY 22 201 PERMIT CENT IL REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 5 2018 �S City of Tukwila BUILDING DIVISION A R SIFTS&HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET I PHONE: (253) 474.9449 I http:llwww.sltts•h111-englneers.com/ TACOMA, WA. 98409 FAX: (253) 474.9449 Project No.: 18033 Proj. Engineer: DCB Project Mgr.: BKL Proj. Drafter: LAM Q� BOE/NG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED DATE 03.13.18 03.13.18 03.13.18 03.13.18 CURRENT REVISION W5723449 DATE 05.15.18 TITLE UT17 AND H3 SERVER MIGRATION BUILDING 09-53 APPROVED ARCHITECTURAL DEV. CENTER, WA DWG NO. W5723449 COMP NO. 09-053—AO CV O) 0 N 0 CN co SYM REVISION BY APPROVED DATE SYM REVISION \DFX OF CRAW INCLUDED IN \GS INCLUDED IN SET NO. SHEET NO. DRAWING TITLE REV DRAWING ELECTRICAL ACHITECTUAL • 09 -053 -EO EO • 09 -053 -AO AO COVER SHEET -- 05.15.18 • 09 -053 -AI Al SHEET INDEX -- 05.15.18 • 09-053-A2 A2 GENERAL ARCHITECTURAL NOTES -- 05.15.18 • 09-053-A3 A3 GENERAL PROJECT NOTES -- 05.15.18 • 09-053-IA13R IAI3R FLOOR PLAN - REMOVAL -- 05.15,18 • 09-053-IA13 IA13 FLOOR PLAN G 05.15.18 • 09-053-IA14 IA14 FLOOR PLAN F 05.15.18 • 09-053-2A13 2A13 FLOOR PLAN C 05.15.18 • 09-053-IA283R IA283R REFLECTED CEILING PLAN - REMOVAL -- 05,15.18 • 09-053-IA283 IA283 REFLECTED CEILING PLAN E 05.15.18 • 09-053-IA284R IA284R REFLECTED CEILING PLAN - REMOVAL -- 05.15.18 • 09-053-IA24 IA284 REFLECTED CEILING PLAN A 05.15,18 • 09-053-A533 A533 MISC. SECTIONS AND DETAILS — 05.15.18 • 09-053-A534 A534 MISC. SECTIONS AND DETAILS -- 05.15.18 • 09-053-A535 A535 SCHEDULES -- 05,15.18 09-053-E558R E558R DEVELOPMENT LAB ENLARGED STRUCTURAL • 09-053-S2E S2E GENERAL STRUCTURAL NOTES -- 05.15.18 • 09-053-S554 S554 MISC. SECTIONS AND DETAILS -- 05.15.18 • 09-053-5555 S555 MISC. SECTIONS AND DETAILS 05.15,18 — • 09-053-5556 S556 MISC. SECTIONS AND DETAILS -- 05.15.18 • 09-053-S557 S557 MISC, SECTIONS AND DETAILS -- 05.15,18 SECOND FLOOR NORTH — 05.15.18 vEC-A\ICAC • 09-053-E4S81_82 • 09 -053 -MOA MOA LEGEND, ABBRAVIATIONS AND NOTES A 05 15.18 • 09 -053 -MOB MOB MECHANICAL LEGEND A 05.15 18 • 09-053.1-IM13R IMI3R FIRST FLOOR HVAC PLAN - NORTH J 05.15,18 • 09-053.1-IM63R IM63R FIRST FLOOR PLUMBING - NORTH E 05.15.18 • 09-053.1-IM263R IM263R FIRE PROTECTION H 05.15.18 • 09-053,1-IM264R IM264R IST FLOOR FIRE PROTECTION C 05 15.18 • 09-053,1-2M263R 2M263R 2ND FLOOR FIRE PROTECTION - NORTH E 05.15.18 • 09-053.1-IM13 IM13 FIRST FLOOR HVAC PLAN - NORTH J 05.15.18 • 09-053.1-IM63 IM63 FIRST FLOOR PLUMBING - NORTH E 05.15.18 • 09-053.1-IM113 IM113 FIRST FLOOR PLUMBING - NORTH G 05.15.18 • 09-053.1-IM263 IM263 FIRE PROTECTION H 05.15.18 • 09-053.1-2M13 2M13 SECOND FLOOR HVAC PLAN A 05.15.18 • 09-053.1-M312 M312 DETAILS - MECHANICAL A 05.15.18 • 09-053.1-M361 M361 SCHEDULES D 05.15.18 • 09-053.1-M362 M362 SCHEDULE - MECHANICAL EQUIPMENT B 05.15.18 • 09-053.1-M363 M363 SCHEDULE - MECHANICAL EQUIPMENT -- 05,15.18 • 09-053.1-M450 M450 ENLARGED PLAN A 05,15.18 • 09-053.1-M452 M452 ENLARGED PLAN -- 05,15.18 • 09-053.1-M505 M505 DETAILS - MECHANICAL A 05,15.18 E549 ENLARGED PLAN, SERVER ROOM H3 — 05,15.18 • 09-53-E550 E550 ENLARGED PLAN, SERVER ROOM 12664 — 05.15.18 • 09-53-YDE55I SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 Q,�BOE/NG o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKE6 B. Leslie ENGINEER DATE 03.13.18 03.13.18 SUBTITLE i8oi5? RECEIVED CITY OF TUKWILA MAY 22 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 SHEET INDEX REVIEWED FOR CODE COMPLIANCE APPROVED JUN 252018 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 PHONE: (253) 474-9449 1 http://www.sItts-hill-englneers.comf TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 D. Boileau CHECKED B. Leslie APPROVED APPROVED 03.13.18 03.13.18 TITLE ARCHITECTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET Al JOB NO. W5723449 COMP NO. DWG NO. 09-053-A1 10:59:12 PM \DIX OF DRAW \CS INCLUDED IN SET NO. SHEET NO. DRAWING TITLE REV DRAWING ELECTRICAL • 09 -053 -EO EO GENERAL NOTES 05.15.18 — • 09-053 IE2BR IE2BR POWER DISTRUBUTION PLAN FIRST FLOOR NORTH D 05.15.18 • 09-053-E4S81_82R E4S81_82R ONE -LINE DIAGRAM SUBSTATION 81/82 B 05.15,18 • 09-053-E4S85R E4S85R ONE -LINE DIAGRAM SUBSTATION 85 B 05,15.18 • 09-053-IE13R IEI3R LIGHTING PLAN H 05.15.18 • 09-053-2E13R 2E13R LIGHTING PLAN D 05 15,18 • 09-053-IE63R IE63R PARTIAL IST FLOOR 208Y/ 120V POWER PLAN F 05,15.18 • 09-053-IE113R IE113R PARTIAL IST FLOOR 480Y/ 277V POWER PLAN J 05.15.18 • 09-053-E555R E555R UTI7 ENLARGED 208Y/120V POWER PLAN — 05.15.18 • 09-053-E556R E556R UTI7 ENLARGED 480Y/277V POWER PLAN — 05,15 18 • 09-053-E557R E557R DEVELOPMENT LAB ENLARGED 480V POWER PLAN A 05.15.18 • 09-053-E558R E558R DEVELOPMENT LAB ENLARGED 208V POWER PLAN A 05.15.18 • 09-053-EI10-2F E110 -2F ELECTRICAL SITE PLAN A 05.15.18 • 09-053-IE26 IE2B POWER DISTRUBUTION PLAN FIRST FLOOR NORTH D 05.15.18 • 09-053-2E26 2E26 POWER DISTRUBUTION PLAN SECOND FLOOR NORTH — 05.15.18 • 09-053-E4S81_82 E4S81_82 ONE -LINE DIAGRAM SUBSTATION 81/82 B 05.15.18 • 09-053-E4S85 E4S85 ONE -LINE DIAGRAM SUBSTATION 85 B 05.15.18 • 09-53-E5A E5A ONE -LINE DIAGRAM ROOM H3 AND UT17 — 05.15.18 • 09-53-E8 E8 OUTDOOR LIGHTING PLAN — 05.15.18 • 9-53-IE9D IE9D GROUNDING - FIRST FLOOR NORTH E 05.15.18 • 09-53-1E13 1E13 LIGHTING PLAN H 05.15.18 • 09-53-2E13 2E13 PARTIAL 2ND FLOOR LIGHTING PLAN D 05,15.18 • 09-53-1E63 1E63 PARTIAL FIRST FLOOR 208Y/ 120V POWER PLAN F 05.15.18 t 09-53-IE113 1E113 PARTIAL FIRST FLOOR 480Y/ 277V POWER PLAN J 05.15.18 • 09-53-IE213 1E213 PARTIAL FIRST FLOOR CMCS PLAN 05.15.18 — • 09-53-2E213 2E213 SECOND FLOOR CMCS PLAN — 05,15.18 • 09-53-IE410 1E410 PARTIAL FIRST FLOOR NETWORK PLAN 05.15.18 — • 09-53-IE413 1E413 PARTIAL IST FLOOR NETWORK PLAN — 05.15.18 • 09-53-E500 E500 ELECTRICAL DETAILS - GROUNDING D 05,15.18 • 09-53-E508 E508 LIGHTING FIXTURE SCHEDULES & DETAILS E 05,15.18 • 09-53-E548 E548 ENLARGED PLAN, SERVER ROOM UTI7 — 05.15.18 • 09-53-E549 E549 ENLARGED PLAN, SERVER ROOM H3 — 05,15.18 • 09-53-E550 E550 ENLARGED PLAN, SERVER ROOM 12664 — 05.15.18 • 09-53-YDE55I YDE551 9-53 STANDBY GENERATOR ENLARGED PLAN — 05.15.18 • 09-53-YDE552 YDE552 9-53 STANDBY GENERATOR ELEVATION 05.15.18 — AND DETAILS — 05.15.18 t 09-53-E555 E555 UTI7 ENLARGED 208Y/120V POWER PLAN — 05.15.18 • 09-53-E556 E556 UTI7 ENLARGED 480Y/277V POWER PLAN 05.15.18 — • 09-53-E557 E557 DEVELOPMENT LAB ENLARGED 480V POWER PLAN A 05.15.18 • 09-53-E558 E558 DEVELOPMENT LAB ENLARGED 208V POWER PLAN A 05.15,18 • 09-53-E559 E559 CONDUIT AND WIRE SCHEDULE — 05.15.18 • 09-53-E560 E560 CONDUIT AND WIRE SCHEDULE — 05.15,18 • 09-53-E561 E561 NETWORK RACK & CABLE. RUNWAY DETAILS — 05.15.18 • 09-53-E562 E562 NETWORK RACK & CABLE RUNWAY DETAILS — 05.15 18 t 09-53-E563 E563 NETWORK RACK & CABLE RUNWAY DETAILS — 05.15.18 t 09-53-E564 E564 NETWORK RACK & CABLE RUNWAY DETAILS — 05.15.18 • 09-53-E5YY E5YY LIGHTING CONTROL DETAILS — 05.15,18 • 09-53-YDE5XX YDE5XX ENLARGED PLAN — 05.15.18 BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 Q,�BOE/NG o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKE6 B. Leslie ENGINEER DATE 03.13.18 03.13.18 SUBTITLE i8oi5? RECEIVED CITY OF TUKWILA MAY 22 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 SHEET INDEX REVIEWED FOR CODE COMPLIANCE APPROVED JUN 252018 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 PHONE: (253) 474-9449 1 http://www.sItts-hill-englneers.comf TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 D. Boileau CHECKED B. Leslie APPROVED APPROVED 03.13.18 03.13.18 TITLE ARCHITECTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET Al JOB NO. W5723449 COMP NO. DWG NO. 09-053-A1 10:59:12 PM GENERAL ARCHITECTURAL NOTES (GAN) BUILDING CODE AND SPECIFICATIONS: ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS TO BE USED, U.N.O.: EDITION 2015 ICC/ANSI A117.1-03 2015 2015 2015 2015 2011 2015 ASCE 31-03 ASCE/SEI 41-06 ASCE/SEI 7-10 MATERIAL STEEL WELDING COLD FORMED STEEL CODE INTERNATIONAL BUILDING CODE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES INTERNATIONAL MECHANICAL CODE INTERNATIONAL FIRE CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL ENERGY CONSERVATION CODE NATIONAL ELECTRICAL CODE INTERNATIONAL FUEL GAS CODE SEISMIC EVALUATION OF EXISTING BUILDINGS SEISMIC REHABILITATION OF EXISTING BUILDINGS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CODE EDITION 14TH EDITION OF (AISC) STEEL CONSTRUCTION MANUAL. STRUCTURAL WELDING CODE - STEEL, (AWS) D1.1-15. 2012 (AISI) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTED WITH ASCE 7-10. (AISC) MANUAL OF STEEL CONSTRUCTION - 14TH EDITION. (AWS) STRUCTURAL WELDING CODE / STEEL - AWS D1.1-11. CONCRETE (ACI 318)-11. REINFORCING 2004 ACI DETAILING MANUAL (ACI SP -66). AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARDS. LOADS:. LIVE LOAD = 100 PSF WIND LOAD (INTERIOR STRUCTURE) = 5 PSF SEISMIC COEFFICIENTS FOR LATITUDE. 47.5163 DEGREES, LONGITUDE -122.2986 DEGREES AND SITE CLASS "D", BUILDING DESIGN CATEGORY "0": Ss=.1.515, S1 = 0.573 Sds = 1.010, Sd1 = 0.573 GENERA THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE 2015 IBC (WITH STATE OF WASHINGTON AMENDMENTS) CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL ARCHITECTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL ARCHITECTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. PLAN DIMENSIONS SHOWN ARE TAKEN TO FACE OF STUD OR FACE OF CONCRETE U.N.O. HEIGHTS SHOWN OR NOTED AFF (ABOVE FINISH FLOOR) ARE TO BE MEASURED FROM TOP OF FINISH FLOORING MATERIAL. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT OWNER FOR DIRECTION BEFORE PROCEEDING. IF DRAWINGS MEASURE LESS THAN 24" x 36", PRINTS ARE REDUCED FROM ORIGINALS. DETAILS SHOWN ON CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY REFERENCED AT EACH LOCATION OR NOT. ADJUNCT CONSTRUCTION - THE EMBEDMENT OR PASSAGE OF PIPING, ELECTRICAL CONDUIT, DUCTWORK AND OTHER MATERIALS THAT WOULD REDUCE THE STRENGTH OF ROOFS AND/OR FRAMING IS NOT PERMITTED UNLESS THE WORK IS DONE IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS. THIS WORK MUST BE REVIEWED BY THE OWNER PRIOR TO CLOSING IN AND /OR CASTING. SEE STANDARD DETAILS AND PROJECT MANUAL FOR THE RELATIONSHIP OF UNDERGROUND CONDUIT AND PIPING TO FOUNDATIONS, FOR OPENINGS, FOR PIPING IN WALLS AND OTHER SPECIAL CONDITIONS REQUIRED FOR THIS PROJECT. WHERE PLAN NOTES CALL FOR THE CONTRACTOR TO INSTALL SPECIAL ITEMS, IT IS TO BE EXPLICITLY UNDERSTOOD THAT THE CONTRACTOR IS TO ALSO PROVIDE THAT ITEM AND ALL ACCESSORY EQUIPMENT REQUIRED TO INSTALL THAT ITEM(S). IF ITEM IS TO BE PROVIDED BY OWNER, IT WILL BE SO INDICATED. CONTRACTOR SHALL REPAIR ALL CONSTRUCTION DAMAGE NOT LIMITED TO GRASS, PAVED AREAS AND OTHER ITEMS TO PRE -CONSTRUCTION CONDITION FROM DAMAGE DURING CONSTRUCTION. PROVIDE PHOTOGRAPHS PRIOR. TO STARTING WORK AND DELIVER TO OWNER. CHANGES TO THE APPROVED DRAWINGS AND PROJECT MANUAL SHALL BE MADE BY AN ADDENDA OR CHANGE ORDER SIGNED BY THE OWNER. THE ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATION OF PROPOSED EQUIPMENT, OUTLETS, OR OTHER ITEMS. SEE SCHEDULES, DETAILS, AND CONSTRUCTION DOCUMENTS FOR MOUNTING HEIGHTS OF ACCESSORIES. MAINTAIN FIRE RESISTANCE RATING OF RATED ASSEMBLIES BEHIND RECESSED WALL ACCESSORIES, INCLUDING FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MISCELLANEOUS ACCESSORIES, ELECTRICAL JUNCTION BOXES, AND OTHER ITEMS WHERE OCCURRING. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE APPLICABLE CODES. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NONCOMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISH WORK WILL NOT COMPLY WITH THE APPLICABLE CODES, A CHANGE ORDER OR SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK, SHALL BE SUBMITTED TO AND APPROVED BY THE AGENCY HAVING JURISDICTION. MAINTAIN FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL FIRE CODE. SELECTIVE DEMOLITION: SELECTIVE DEMOLITION SHALL INCLUDE THE SELECTIVE REMOVAL AND SUBSEQUENT OFFSITE DISPOSAL (U. N. 0.) OF THOSE ITEMS IDENTIFIED ON THE CONSTRUCTION DRAWINGS. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. REMOVAL OF EXISTING ITEMS INDICATED ON DRAWINGS AND MISCELLANEOUS ITEMS REQUIRED TO COMPLETE PROJECT. 2. REMOVAL AND PROTECTION OF EXISTING ITEMS, MATERIALS AND EQUIPMENT ITEMS INDICATED "SALVAGE," OR AS REQUIRED TO FACILITATE NEW WORK. 3. CORING CONCRETE FOR ITEMS TO BE EMBEDDED. 4. SAWCUTTING AS REQUIRED FOR REMOVAL OF ITEMS INDICATED ON PLANS AND HEREIN. 5. SAWCUTTING AND REMOVAL OF CONCRETE WALLS, SLAB PORTIONS OF WALLS/RETAINING WALLS, CONCRETE STEPS, DRAINAGE SWALES, CONCRETE CURBS, GUTTERS, CONCRETE WALKS -PAVING SLABS INDICATED AND AS REQUIRED TO FACILITATE NEW WORK, AS WELL AS RELATED BASE MATERIAL. 6. CORING CONCRETE TO INSTALL RAILING POST. 7. REMOVAL OF EXISTING PIPE, RAILINGS, POST AND BOLLARDS. (NOTE WHERE TO BE RE -USED AS INDICATED ON PLANS). 8. REMOVAL OF NON -SALVAGED HARDWARE AND HARDWARE NOT TO BE REUSED OR REINSTALLED. 9. REMOVAL OF CERAMIC WALL TILE AND SUBSTRATE(S) INDICATED ON PLANS AND AS REQUIRED TO FACILITATE WORK THIS PROJECT. 10. REMOVAL OF CERAMIC FLOOR TILE AND SUBSTRATE(S) INDICATED ON PLANS AND AS REQUIRED TO FACILITATE WORK THIS PROJECT. 11. REMOVAL OF ELECTRICAL CONDUIT, BOXES, RELATED ITEMS AND DEVICES AT WALLS INDICATED TO BE REMOVED - SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12. PORTIONS OF EXISTING BUILDING INDICATED ON DRAWINGS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 13. REMOVAL OF INTERIOR PARTITIONS AS INDICATED ON DRAWINGS. 14. REMOVAL OF DOORS, WINDOWS AND FRAMES INDICATED. 15. REMOVAL AND/OR ALTERATION OF BUILT-IN CASEWORK INDICATED. 16. REMOVAL OF FINISHES ON WALLS, CEILING AND FLOORS INCLUDING TRIMS AS NOTED AND AS REQUIRED TO FACILITATE NEW WORK. 17. REMOVAL OF CEILING, FRAMING, HANGERS AND FINISHES INDICATED OR REQUIRED TO COMPLETE WORK. 18. CUTTING CONCRETE FLOORS AND MASONRY WALLS FOR PIPING, DUCTS AND CONDUITS, ETC. 19. REMOVAL OF EXISTING HARDWARE WHERE NEW HARDWARE IS SCHEDULED. 20. REMOVAL OF ACCESSORIES, TOILET PARTITIONS AND MISCELLANEOUS ITEMS INDICATED HEREIN, INDICATED ON DRAWINGS AND REQUIRED TO COMPLETE PROJECT. 21. REMOVAL OF EXISTING GLAZING AND RELATED ITEMS WHEN INDICATED ON PLANS. 22. GRIND FLOOR SUBSTRATE TO RECEIVE FLOORING. SEE PLANS FOR LOCATIONS. 23. REMOVAL OF SIGN FACES, WRAP/ PROTECT AND DELIVER TO OWNER. 24. REMOVAL AND SALVAGE FOR REINSTALLATION EXISTING FLOOR MOUNTED DOOR AND TOPS AND METAL THRESHOLDS AT FLOORING INDICATED TO BE REMOVED. 25. ROOFING AND ROOF INSULATION REMOVAL. 26. REINSTALLATION OF SALVAGE ITEMS AS INDICATED HEREIN. COORDINATE REMOVAL PROCESS TO FACILITATE REUSE OF SALVAGED ITEMS. SHOP DRAWINGS; SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH OWNER. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. DEFERRED SUBMITTALS: SHOP DRAWING SUBMITTALS REQUIRED BY THESE GENERAL ARCHITECTURAL NOTES WHICH CONTAIN DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER OTHER THAN THE ENGINEER OF RECORD SHALL BE SUBMITTED PRIOR TO CONSTRUCTION TO THE BUILDING OFFICIAL FOR REVIEW. THE DOCUMENTS WILL FIRST BE REVIEWED BY THE OWNER AND ENGINEER OF RECORD AND DETERMINED TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. THESE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THEIR DESIGN AND SUBMITTAL DOCUMENTS. THE FOLLOWING ITEMS SHALL BE SUBMITTED PER THIS SECTION: NONE HAZARDOUS MATERIAL STORAGE 1. INCOMPATIBLE MATERIALS SHALL BE STORED SEPARATELY IN ACCORDANCE WITH IFC 5003.9.8. 2. HAZARDOUS MATERIALS SHALL BE STORED IN ACCORDANCE WITH IFC 5001 AND 5003. BUJUNAMMEMMUSit CONTRACTOR SHALL POST A TEMPORARY BUILDING IDENTIFICATION SIGN DURING CONSTRUCTION ON THE CONSTRUCTION SITE. A PERMANENT BUILDING IDENTIFICATION SIGN SHALL BE INSTALLED UPON PROJECT COMPLETION AS SHOWN ON DRAWINGS. JOINT PROTECTION: FOR SEALING PERIMETER JOINTS OF GYPSUM BOARD PARTITIONS TO REDUCE SOUND TRANSMISSION. PROVIDE JOINT SEALANTS FOR INTERIOR APPLICATIONS THAT ESTABLISH AND MAINTAIN AIRTIGHT AND WATER-RESISTANT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. DOW CORNING CORPORATION OR APPROVED EQUAL. HOLLOW METAL FRAMES AND DOORS: 16 GAUGE COLD ROLLED STEEL AT INTERIOR LOCATIONS. CORNER CONSTRUCTION: WELD FULL DEPTH AND FACE, FACES, RABBETS, SOFFIT AND STOPS. STANDARD HOLLOW METAL FRAMES: STEELCRAFT MANUFACTURING CO., CINCINNATI, OHIO CURRIES CO., MASON CITY, IOWA CECO CORP., OAKBROOK, ILLINOIS GRIND SMOOTH AND RE -PRIME. WELD INCLUDES ATTACHMENT TO DRYWALL CONSTRUCTION: MANUFACTURER'S STANDARD COMPRESSION TYPE FOR DRYWALL TYPE FRAME. STEEL OR WOOD STUD TYPE TO ACCOMMODATE FRAME JAMB DEPTH AND FACE DIMENSION ON WELDED TYPE FRAME. 45 -MINUTE FIRE RATING AS REQUIRED. GYPSUM BOARD ASSEMBLIES: INTERIOR GYPSUM WALLBOARD PANEL SIZE: PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. STANDARD GYPSUM BOARD: PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: GEORGIA -PACIFIC GYPSUM LLC; TOUGHROCK. CORE: 5/8 INCH, TYPE X. LONG EDGE: TAPERED. TRIM ACCESSORIES INTERIOR TRIM: ASTM C1047. MATERIAL: GALVANIZED OR ALUMINUM -COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER -FACED GALVANIZED STEEL SHEET. SHAPES: CORNERBEAD: USE AT OUTSIDE CORNERS. LC -BEAD (J -BEAD): USE AT EXPOSED PANEL EDGES. NON-STRUCTURAL METAL FRAMING: METAL STUD FRAMING AND ACCESSORIES AT INTERIOR LOCATIONS. SCAFCO STEEL STUD COMPANY, OR APPROVED EQUAL. ACOUSTICAL PANEL CEILING: CEILINGS CONSISTING OF ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. MATCH EXISTING CEILING SUSPENSION SYSTEMS USED PRIMARILY TO SUPPORT ACOUSTICAL TILE PANELS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF IBC 2015. PAINT AND COATING; INCLUDES SURFACE PREPARATION AND FIELD APPLICATION OF PAINTS. ALL PAINT TO SUPPLIED BY: GLIDDEN PROFESSIONAL 22643 83RD AVENUE SOUTH SUITE E&F KENT, WASHINGTON 98032 SURFACES: CORRECT DEFECTS AND CLEAN SURFACES CAPABLE OF AFFECTING WORK OF THIS SECTION. REMOVE OR REPAIR EXISTING COATINGS EXHIBITING SURFACE DEFECTS. JSO BASES: PERFORATED FLOOR TILE TO MATCH TYPE IN ADJACENT ROOMS, BEOING STANDARD RUBBER BASE ROPPE 700 SERIES 18 ois7 RECEIVED CITY OF TUKWILA •MAY 22 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 25 2018 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474.9449 http://www.sItts-h111-englneers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 Q� BOE/NG' o' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER DATE 03.13.18 03.13.18 SUBTITLE GENERAL ARCHITECTURAL NOTES CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 D. Boileau CHECKED B. Leslie APPROVED 03.13.18 03.13.18 APPROVED TITLE ARCHITECTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET A2 JOB NO. W5723449 COMP NO. DWG NO. 09-053-A2 w U PROJECT NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON-SITE AND SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO (2) WEEKS IN ADVANCE OF THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE PERMITTED. A MINIMUM OF ONE LANE SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. 2. WHERE CONFLICTS OCCUR BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW FACILITIES, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER. 3. THE CONTRACTOR FOR THIS PROJECT SHALL MAINTAIN A CLEAN, LEGIBLE SET OF THESE PLANS AND NOTE ALL DEVIATIONS THEREON. UPON COMPLETION OF CONSTRUCTION, THESE DRAWINGS SHALL BE DELIVERED TO THE ENGINEER FOR THE PREPARATION OF RECORD DRAWINGS. 4. THE CONTRACTOR SHALL HAVE THE FOLLOWING DOCUMENTS AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION: 4.1. CURRENT COPY OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M21-01) 4.2. 2016 EDITION OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M41-10) 5. PRIOR TO BIDDING, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAKE ALL NECESSARY SITE INSPECTIONS AND DETERMINATIONS OF ITEMS AND QUANTITIES OF WORK TO ENSURE THAT ALL ITEMS OF WORK NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB HAVE BEEN TAKEN INTO CONSIDERATION. 6. BOEING'S SINGLE POINT OF CONTACT THROUGHOUT THE PROJECT WILL BE BOEING'S CONSTRUCTION ADMINISTRATOR, WHO WILL BE IDENTIFIED AT THE PRE -CONSTRUCTION WALK-THROUGH MEETING. 7. EXISTING LANDSCAPE AREAS TO REMAIN WHICH ARE DISTURBED DURING CONSTRUCTION ARE TO BE RESTORED TO ORIGINAL CONDITION. EROSION CONTROL NOTES 1. ON-SITE EROSION MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE OWNER SHALL BE CORRECTED BY THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS ON ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION METHODS. RESTORATION ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THESE DRAWINGS SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THESE DRAWINGS NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL HAY BALES, LOOSE STRAW, SILT FENCE, OR ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING 5 DAYS, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS, PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING. 6. THE CONTRACTOR'S LICENSED SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING, PAINT, FENCING, OR OTHER VISIBLE MEANS. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS MARKED IN THE FIELD. 7. 8. 9. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH CURRENT CITY OF TUKWILA STANDARDS. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON-SITE TO PREVENT DEBRIS, DUST AND MUD FROM ACCUMULATING ON THE ROAD SURFACE. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EROSION CONTROL MEASURES FUNCTIONING. AFTER EACH DAY OF RAINFALL, THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL FACILITIES FOR DAMAGE. IF DAMAGE HAS OCCURRED TO ANY OF THE FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY MAKE ANY NECESSARY REPAIRS IN CONFORMANCE WITH THE APPROVED PLANS. POLLUTION PREVENTION NOTES 1. EQUIPMENT LUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN OWNER APPROVED ON-SITE LOCATION. 2. PREVENT OILS AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT DEVICES. 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREETS. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING -OWNED STREET AND CITY STREET PAVEMENT. 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ON-SITE. IN CASE OF A SPILL THAT MAY ENTER GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, CONTACT THE DIVISION OF EMERGENCY MANAGEMENT AT (800) 258-5990. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED MATERIAL DISPOSED OF PROPERLY. 5. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON-SITE FROM ENTERING THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTAINMENT/SEPARATION ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH APPLICABLE STORMWATER PERMITS. 6. THE CONTRACTOR SHALL CONDUCT A DAILY STORMWATER / ENVIRONMENTAL INSPECTION OF THE CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH SITE ENVIRONMENTAL ENGINEERING. 7. THE CONTRACTOR SHALL FOLLOW ALL ENVIRONMENTAL AND OTHER REQUIREMENTS AS DEFINED IN THE BOEING SERVICE PROVIDER MANUAL (AVAILABLE UPON REQUEST). REVISION BY APPROVED DATE SYM DEMOLITION NOTES 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON-SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, ETC. AND DISPOSE OF AT AN APPROVED OFF-SITE LOCATION. 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS, BARRICADES, FENCING, OR OTHER MEASURES TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO THE CONSTRUCTION AREA. AT A MINIMUM FENCING SHALL BE 6.0 FEET HIGH. COORDINATE SAFETY AND SECURITY MEASURES WITH ADJACENT WORK. 3. DAMAGE TO ANY PROPERTY, INCLUDING BUT NOT LIMITED TO, BUILDINGS, UTILITIES, VEHICLES, FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE TO ORIGINAL LOCATION AND ELEVATION. 5. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF OFF-SITE AND ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION TRAFFIC. 6. ALL CONCRETE, PAVEMENT, CURBS, SIDEWALKS AND RAMPS INDICATED TO BE REMOVED OR REPLACED SHALL BE REMOVED TO THE NEAREST JOINT AS IDENTIFIED DURING CONSTRUCTION. WHERE THIS IS NOT POSSIBLE DUE TO CONFLICTS OR ADJACENT DAMAGED CONCRETE / ASPHALT, THE CONTRACTOR SHALL MAKE A FULL PAVEMENT DEPTH SAWCUT AT THE PROPOSED JOINT IN SOUND PAVEMENT. PROPOSED CONCRETE / ASPHALT SHALL EXTEND TO THE SAWCUT EDGE AND BE APPROPRIATELY JOINED / SEALED. 7. TO THE MAXIMUM EXTENT POSSIBLE, THE CONTRACTOR SHALL SALVAGE AND REUSE ALL CATCH BASIN FRAMES, GRATES, COVERS, MANHOLE LIDS AND ANY OTHER EXISTING METAL WORKS IN PAVEMENTS DESIGNATED FOR REMOVAL / REPLACEMENT. 8. ALL PAINT SHALL BE REMOVED BY MECHANICAL MEANS. NO WATER BLASTING OR GRINDING IS ALLOWED. MECHANICALLY REMOVE PAINT DEBRIS PROMPTLY AFTER PAINT REMOVAL. SUBGRADE PREPARATION NOTES 1. ALL EXPOSED SUBGRADE SHALL BE PROOF ROLLED UNDER THE OBSERVATION OF THE OWNERS INSPECTION / TESTING AGENCY WITH A LOADED 12 CY (MINIMUM) DUMP TRUCK OR HEAVY COMPACTOR. ANY LOCALIZED ZONE OF YIELDING SUBGRADE SHALL BE . OVEREXCAVATED TO A MAXIMUM DEPTH OF 24" (OR AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER) AND REPLACED WITH STRUCTURAL FILL, COMPACTED TO 95% MAX. DENSITY. 2. WHERE SUBGRADE CANNOT BE FEASIBLY SUBJECTED TO A PROOF -ROLL, COMPACTION SHALL BE VERIFIED BY A MINIMUM OF ONE NON-DESTRUCTIVE FIELD DENSITY TEST (I.E. NUCLEAR DENSIOMETER) PER 2,000 SQUARE FEET, BUT IN NO CASE LESS THAN THREE (3) TESTS. IF ADDITIONAL COMPACTION IS REQUIRED, RE -TESTING OF SUBGRADE SHALL BE AT CONTRACTOR'S EXPENSE. 3. GRAVEL BORROW SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 -INCHES, MOISTURE CONDITIONED TO ACHIEVE OPTIMAL MOISTURE CONTENT FOR COMPACTION, AND COMPACTED TO 95% MAX. DENSITY PER ASTM D-1557. 4. GRAVEL BORROW SHALL COMPLY WITH WSDOT STANDARD SPECIFICATION 9-03.14(1), MODIFIED FROM 7.0% TO 5.0% PASSING THE U.S. NO. 200 SIEVE. 5. CRUSHED SURFACING TOP COURSE (CSTC) SHALL COMPLY WITH WSDOT STANDARD SPECIFICATION 9-03.9(3). 6. SUBMIT ONE COPY OF INSPECTION / TESTING AGENCY FIELD REPORTS AND COMPACTION RESULTS TO OWNER AND ENGINEER WITHIN TWO WEEKS OF FIELD OBSERVATION. CB PROTECTION NOTES 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS NOTED ON THE PLANS. 2. AT ALL PROPOSED CATCH BASINS, CATCH BASIN PROTECTION SHALL BE INSTALLED IMMEDIATELY UPON CATCH BASIN INSTALLATION AND SHALL REMAIN UNTIL FINAL SITE STABILIZATION. 3. CATCH BASIN INSERT SHALL BE STREAMGUARD SEDIMENT CATCH BASIN INSERT #3003, ULTRA -DRAIN GUARD #9217, OR APPROVED EQUAL. 4. CATCH BASIN INSERTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND MAINTAINED TO OPERATE PROPERLY. 5. CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. UTILITY NOTES 1. BOEING -SPECIFIC CATCH BASIN IDENTIFICATION TAGS WHICH ARE CURRENTLY LOCATED ADJACENT TO EXISTING CATCH BASINS WILL NEED TO BE REPLACED UPON COMPLETION OF PAVING PER DETAIL 8/C581. COORDINATE PROCUREMENT AND INSTALLATION WITH BOEING CONSTRUCTION ADMINISTRATOR. REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 PAINT STRIPING NOTES 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY STRIPING/SIGNAGE NECESSARY TO MAINTAIN SAFE VEHICLE AND PEDESTRIAN TRAFFIC. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING ALL LINES AND SYMBOLS OBSCURED BY HIS WORK TO THE SATISFACTION OF THE OWNER. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING STRIPING/SURFACE OF EACH PAVEMENT SEGMENT TO BE RECONSTRUCTED. 3. THE CONTRACTOR SHALL LAYOUT ALL PROPOSED PAINT STRIPING FOR OWNER'S REVIEW/APPROVAL PRIOR TO FINAL STRIPING. 4. COORDINATE INSTALLATION OF BOEING -SPECIFIC CATCH BASIN IDENTIFICATION TAGS WITH TARAH ERICKSON (206-225-3574) OR RAY POWER (425-495-5030) UPON FINAL COMPLETION OF CATCH BASIN INSTALLATION OR ADJUSTMENT. 5. COORDINATE STRIPING WITH THE BOEING COMPANY TO MATCH EXISTING STANDARD STRIPING. 6. ALL PAVEMENT MARKINGS SHALL BE PAINT (WATERBORNE PAINT IS PREFERRED). ALL PAVEMENT MARKINGS SHALL COMPLY WITH WSDOT SPECIFICATION 9-34 AND SHALL BE APPLIED IN ACCORDANCE WITH WSDOT SPECIFICATION 8-22. ALL PAINT SHALL BE ON WSDOT QPL (QUALIFIED PRODUCT LIST). 7. PAINT SHALL BE APPLIED IN TWO APPLICATIONS: 7.1 FOR PAINTS APPLIED BY SPRAYER: THE FIRST PAINT APPLICATION SHALL BE FOLLOWED BY THE APPLICATION OF 24 GRIT ALUMINUM OXIDE (FOR ANTI -SLIP RESULTS) BROADCASTED ONTO A WET PAINT AT 'A MINIMUM RATE OF 5-7 LB PER 100 SQUARE FEET 7.2 FOR PAINTS APPLIED BY ROLLER: 24 GRIT ALUMINUM OXIDE SHALL BE MIXED DIRECTLY INTO EACH GALLON OF THE FIRST PAINT APPLICATION 7.3 THE SECOND PAINT APPLICATION SHALL ALLOW THE FIRST APPLICATION TO DRY OUT. THE TIME PERIOD BETWEEN PAINT APPLICATIONS SHALL BE IN ACCORDANCE WITH WSDOT SPECIFICATION SECTION 8-22.3(3) AND VARY DEPENDING ON THE TYPE OF PAVEMENT AND PAINT TYPE. 7.4 TWO COATS OF PAINT SHALL HAVE A MINIMUM THICKNESS OF 30 MILS. 8. LONGITUDINAL MARKING PATTERNS SHALL COMPLY WITH WSDOT STANDARD PLAN M-20.10-02. TRAFFIC ARROWS SHALL COMPLY WITH WSDOT STANDARD PLAN M-24.40-01. TRAFFIC LETTERS SHALL COMPLY WITH WSDOT STANDARD PLAN M-80.30-00. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER DATE 03.13.18 03.13.18 SUBTITLE RECEIVED CITY OF TUKWILA • MAY 22 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 GENERAL PROJECT NOTES REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 5 2018 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 http://www.sitts-1011.engineers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 D. Boileau CHECKED B. Leslie APPROVED APPROVED 03.13.18 03.13.18 TITLE ARCHITECTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET A3 JOB NO. W5723449 COMP NO. DWG NO. 09-053-A3 10:59:12 PM SMCCARTHY: 0 r5-) k))) 0 (S' n 0. 10 0 L.) v CD <, i• J 10 0 T> ,.:.•. i__ _{ . T -f �30..OL!4Q. 12 z 0 L_.. --...0 c 0 0-c- 0-0-0-0 — .._..._.__, H CC BB.5 p[6-ors1 REMOVAL LEGE\D ° 4-1/2"O ACCESS FLOOR TILE GROMMET ° 1-1/2"95 ACCESS FLOOR TILE GROMMET ❑ EXISTING SHT MTL ACCESS FLOOR TILE PATCH GE\PAL \OTES CO\STRUCTIO\ \OTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. REMOVE AND DISPOSE OF EXISTING CURTAIN AND CURTAIN DOORS. REMOVE EXISTING WALL. REMOVE EXISTING DOOR AND FRAME. REMOVE TEMP UPS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT AS REQUIRED TO ACCOMMODATE EXTERIOR IMPROVEMENT. COORDINATE WITH SHEET 1A13. CONTRACTOR SHALL INSTALL A FLOOR TO CEILING DUST BARRIER BETWEEN ROOM H3 AND THE PROPOSED NETWORK ROOM TO CONTAIN DUST/CONSTRUCTION DEBRIS DURING DEMOLITION AND WALL CONSTRUCTION. BARRIER SHALL REMAIN IN PLACE UNTIL ALL DUST GENERATING WORK IN THE NETWORK ROOM HAS BEEN COMPLETED. REMOVE EXISTING PARKING STRIPING AS INDICATED. REMOVE EXISTING BARE TOPPED RAISED FLOOR TILES WITHIN THE NETWORK ROOM. PRESERVE THE EXISTING RAISED FLOOR SUPPORT PEDESTALS (IF PRACTICAL) OR SALVAGE FOR FUTURE RE—INSTALLATION. REMOVE EXISTING RAISED FLOOR TILES IN ROOMS H3 AND UT17 TO ACCOMMODATE INSTALLATION OF PERFORATED TILES. COORDINATE WITH ELECTRICAL AND MECHANICAL REQUIREMENTS. 11. REMOVE ADDITIONAL EXTERIOR PAVEMENT AS REQUIRED TO ACCOMMODATE BELOW GROUND UTILITY INSTALLATION. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. REFPE\CE D'AWI\GS REVIEWED FOR CODE COMPLIANCE APPROVED JUN 252018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 22 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 it 0 4 8 16 24 NI NI IIIIIIIIIII MI1111111 III IN MIN SCALE: 1/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 e.m.Egriwto ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE FLOOR PLAN - REMOVAL CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 APPROVED APPROVED TITLE UT17 AND H3 SERVER MIGRATION BUILDING 09-53 ARCHITECTURAL MASTER COL. A-CC/1-6 DEV. CENTER, WA SHEET 1A13R JOB NO. W5723449 COMP NO. DWG NO. 09-053-1A13R 1'-0" "NO PARKING" X— x —Y( X R— x R $mgmogoas ��iRi Fms���a¢.��3��wvmS®iz.su�r�sm�>ui fiammam 51] • ._ �n -'�' • C�3 •C• Jr-�, i....N .... ................„ ...____..... .._ multa-entor,ri zereaRLENER 5 ATS -A 120 PNL ATS PANEL - BOARDS 11111111111111111111111 i 28'-0" 13'-4" 14'-8 30 0" 14'- 30'- 1,-0" 4'-7 1/4 1/2" 10 1/2" FACE OF CONC. CONC. WALL IA14 A200 EX T VESTIBUL CC N M IA141A201 d1i Ar dV dh rumummommummumw 'A T _i RECESS IA14�A200 OFFICE OFFICE IAI4A200 OFFICE BB AA,5 133 J LAB IA14 AIIO OFFICE OFFICE ®mai 1 man 10111111111P" 1� A420 1 4'-6" 10'-2" RAISED SLAB i FACE OF CONC. i b 19 orsct LEGE\D ° 4-1/2"0 ACCESS FLOOR TILE GROMMET 1-1/2"o ACCESS FLOOR TILE GROMMET ❑ EXISTING SHT MTL ACCESS FLOOR TILE PATCH GE\ HAL OYES CO\STUCTIO\ \OTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. 2. REPLACE SOILED AND DAMAGED CEILING TILE WITH SAME KIND AS EXISTING TOUCH UP WALL PAINT AS NECESSARY TO MATCH EXISTING. PROVIDE 6'-0" HIGH VINYL COATED CHAIN LINK FENCE AND GATE WITH VINYL SLATS. EXISTING BOLLARD AS OCCURS. PROVIDE AND INSTALL (2) 5'-0" WIDE SWING GATES TO ACCOMMODATE EQUIPMENT ACCESS/REMOVAL. 7. PROVIDE AND INSTALL CATCH BASIN PROTECTION IN ALL NEARBY EXISTING CATCH BASINS PER DETAIL 1/S557. 8. NOTIFY BOEING TWO (2) WEEKS IN ADVANCE OF WORK TO COORDINATE RELOCATION OF BOEING PROPERTY WITHIN PROJECT LIMITS (AS REQUIRED) TO AN APPROVED LOCATION. 9. ALL UNDERFLOOR AREAS SHALL BE VACUUMED/CLEANED AFTER UNDER FLOOR CONSTRUCTION IS COMPLETE BUT PRIOR TO RE—INSTALLATION OF RAISED FLOOR TILES. 10. AT LOCATIONS WHERE THERE ARE NO RAISED FLOOR TILES (DUE TO PREVIOUSLY REMOVED EQUIPMENT), PROVIDE AND INSTALL FLOOR TILES TO MATCH EXISTING. REFE E\CE DAWI\ GS REVIEWED FOR CODE COMPLIANCE APPROVED JUN 25 2018 City of Tukwila BUILDING DIVISION 55 1Al2 1A11 1A1 1A10 RECEIVED CITY OF TUKWILA MAY 22 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 0 4 8 16 24 NI III MI III SCALE: 1/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL ■ SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A REVISED TRENCHING RR BSE GL CC 05.08.90 F UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 B RECORD DRAWING RR BSE GL RB 08.30.91 C NCO COMP LAB TWH TWH 08.11.03 D WALL REMOVAL MODS TWH 06.24.10 E DEVELOPMENT LAB — RECORD SET 9-12061 DLR GROUP MP 02.14.14 Q� BOE/ G m o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. ROGALSKI DATE CHECKED R. ROGALSKI SUBTITLE FLOOR PLAN CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 ENCINEER B. ESLICK CHECKED B. ESLICK APPROVED G. CULTUM APPROVED L. LAW 12/15/89 TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-53.1 ARCHITECTURAL MASTER COL. A—CC/6-11 D.C. SHEET 1A14 JOB NO. J#774524 -L0 COMP NO. DWG NO. 9-53-1A14 MJANES: 6/19/2013 3:17:19 PM BATT. BATT. TI uI II iL AA. 5 LEGE\D/SCHEDULE: GE\E AL OTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL WAS DISCOVERED THAT WOULD BE INVOLVED IN THE AREA OF CONSTRUCTION OF THIS PROJECT. BOEING FACILITIES DEPARTMENT WILL COORDINATE AND REMOVE INVOLVED ASBESTOS CONTAINING MATERIAL PRIOR TO START OF THIS WORK. DO NOT REMOVE, DAMAGE OR DISTURB ANY ADDITIONAL ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. THE FOLLOWING MATERIALS IN THE AREAS ADJACENT TO THIS JOB ARE ASSUMED TO BE POSITIVE FOR ASBESTOS: 1. FLOOR TILE CO\ST�UCTIO\ \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION SHALL BE REJECTED. 2. REPLACE SOILED AND DAMAGED CEILING TILE WITH SAME KIND AS EXISTING. 3. TOUCH UP WALL PAINT AS NECESSARY TO MATCH EXISTING. INSTALL UPS COMPONENTS IN NEW LOCATIONS AS SHOWN. INSTALL BOLTS THROUGH ANGLE BRACKETS AND THROUGH ACCESS FLOOR PLATES PER ENLARGED PLAN 2/S554. REPLACE DOOR WITH 1—HOUR FIRE RATED DOOR. REFER TO DOOR SCHEDULE DETAIL 2/A535 FOR ADDITIONAL INFORMATION. PROVIDE FIRE RATED SEALS AND CLOSURE FOR ALL FLOOR AND WALL PENETRATIONS WITHIN UPS ROOM. PROVIDE WEATHER—TIGHT SEAL AT 6" DIAMETER WALL PENETRATION AND LOUVER. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. EFE E\CE HAWI\G S: c8) 55 1Al2 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 52018 City of Tukwila BUILDING DIVISION 1M 4 1A11 r # RECEIVED CITY OF TUKWILA MAY 22 2018 PERMIT CENTER 1A10 ISSUED FOR PERMIT MAY 15, 2018 0 4 8 16 24 1111111111111111•111 1111111111111111111111111111111111111111111 al NI SCALE: 1/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 http://www.slfts-hill-englneers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM L CV REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE MODIFY 'K' LABS J#137120-06 R. PENCE 11.30.94 MOD. STC -45 DOORS J#764908-00 GMM GL RB 10.30.96 UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED S.REYNOLDS ENGINEER 04.18.91 SUBTITLE FLOOR PLAN CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 CHECKED APPROVED APPROVED TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-53.2 ARCHITECTURAL MASTER COL. A-DD/1-5.5 D.C. SHEET 2A1 3 JOB NO. 137120-06 COMP NO. DWG NO. 9-53-2A13 TJOHNSTON: 05/07/14 0 CLG I -T 12'-0' f.Ir.:.:fl.0111WIr:::.MINOH:.r.I/.. CU; HT DEFLECTED C SCALE: 1/8"= 1'-0" =ILI\G PLA EvOVAL 5 5 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 25 2018 City of Tukwila BUILDING DIVISION REMOVAL LECE\D/scHEDuLE: 0 os FULL HEIGHT WALL STC 45 WALL STC 45 WALL WITH 9 GA. EXPANDED METAL DEMOUNTABLE PARTITION EXISTING WALL OR PARTITION 2X4 RECESSED FIXTURE 1X4 RECESSED FIXTURE 2X2 RECESSED FIXTURE 1X4 SURFACE MOUNTED FIXTURE 1X4 PENDANT MOUNTED FIXTURE SUPPLY AIR GRILLE — RECESSED SUPPLY AIR GRILLE — EXPOSED RETURN AIR GRILLE FIRE SPRINKLER CLG MOUNTED SMOKE DETECTOR CLG MOUNTED MOTION DETECTOR EXIT SIGN, WALL MOUNTED EXIT SIGN, CEILING MOUNTED INCANDESCENT LIGHT CO\STUCTIO \ NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSION AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT VERIFICATION OF DIMENSIONS SHALL BE REJECTED. REMOVE EXISTING CEILING TILES AND CEILING GRID FROM ENTIRE AREA. EFEH\CE DAWI\GS: DD 5.5 1A282 RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER 1A284 1A281 ISSUED FOR PERMIT MAY 15, 2018 1A280 KEY PLAN SCALE: NONE 0 4 8 16 24 MI MI SCALE: 1/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 http://www.sItts-h111-engineers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 Q�BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. Mcvay CHECKED B. Leslie ENGINEER DATE 03.13.8 03.13.18 SUBTITLE REFLECTED CEILING PLAN -REMOVAL CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 D. Boileau CHECKED B. Leslie 03.13.18 03.13.18 APPROVED APPROVED TITLE UT17 AND H3 SERVER MIGRATION ARCHITECTURAL MASTER BUILDING 9-53.1 COL. -2 -5.5/A -DD D.0 SHEET 1A283R JOB NO. W5723449 COMP NO. DWG NO. 09-053-1A283R rA� 1A283 A450 :3111111111111111M1:111111111111111111=111111111111111• 1M1-111.11111. can III■ ELF" 1111111111IIl!4111UII 111111111. IiilJIt[P"49I 11411 ■II Ho !PiU!, JIlilIllilllll a l i i !!!!�i8! III sn1 pal Till 11 , faI11_,I1 miw-_ i 1111111111111111111111,11:11111111• :311 II 5. .lHgVAII1 . 0 • 1I 1:_ O C 11•1111111111111111111141111111111 'it is IIIII_II.I1IIIIII 1 ATI prI111111111111111111111i111111112111111ii to ■ ■ ill, 4M : I• 1-11r11•111111111111111111111•11•111111 IL —U II■I■ IIIIIIIIIIIIIII:i.illlliiii:ill B (1 0 0 c' 4 I LG—HT 12 61 B 5 A/\.5 H I I I JJ LL----- DEFLECTED CEILI\G PLA\ SCALE: 1/8"= 1'-0" LECE\D/SCHEDULE: • os om ®-1 FULL HEIGHT WALL STC 45 WALL STC 45 WALL WITH 9 GA. EXPANDED METAL DEMOUNTABLE PARTITION EXISTING WALL OR PARTITION 2X4 RECESSED FIXTURE 1X4 RECESSED FIXTURE 2X2 RECESSED FIXTURE 1X4 SURFACE MOUNTED FIXTURE 1X4 PENDANT MOUNTED FIXTURE SUPPLY AIR GRILLE — RECESSED SUPPLY AIR GRILLE — EXPOSED RETURN AIR GRILLE FIRE SPRINKLER CLG MOUNTED SMOKE DETECTOR CLG MOUNTED MOTION DETECTOR EXIT SIGN, WALL MOUNTED EXIT SIGN, CEILING MOUNTED INCANDESCENT LIGHT CO\STUCTO COTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSION AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT VERIFICATION OF DIMENSIONS SHALL BE REJECTED. OVERHEAD CABLE TRAY SUPPORT PER TYPICAL DETAIL 5/S555. COORDINATE WITH ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE AND INSTALL FIRE STOP SEALANT/CAULKING WHERE CONDUITS PENETRATE THE WALL BETWEEN THE NETWORK ROOM AND ROOM H3. VERIFY ACCEPTABLE PRODUCTS WITH BOEING. EFRE\CE NAWI\GS: 1A282 1A284 5.5 1A281 /1A283 RECEIVED CITY OF TUKWILA MAY 22 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 1A280 0 4 8 16 24 ■ MI MI ■�-,� SCALE: 1 /8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 1 TACOMA, WA. 98409 1 FAX: (253) 474-9449 http://www.sItts-h111-englneers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A NCO LAB TO 9-53 4120110-00 TWH 08.12.03 B MECH FOR NCO LAB TO 9-53 J#120110-00 RWS 08.27.03 C LOWER CEILINGS #12125341 TWH 09.08.11 D DEVELOPMENT LAB — RECORD SET 9-12061 DLR GROUP E UT17 AND H3 SERVER MIGRATION W5723449 SITTS MP BKL 02.14.14 05.15.18 Q� BOE/N6° o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE CHECKED DATE 08.17.06 SUBTITLE REFLECTED CEILING PLAN CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 ENGINEER CHECKED APPROVED APPROVED TITLE UT17 AND H3 SERVER MIGRATION ARCHITECTURAL MASTER BUILDING 9-53.1 COL.—2-5.5/A—DD D.C. SHEET 1A283 JOB NO. W5723449 COMP NO. DWG NO. 09-053-1A283 28'-0"_ 13'-4" 14'-8" 30'-0" 30'-0" 28'-0" __ CENTER I --HR RATED ACCESS DOOR IN .CEILING CLG HT 8: _ 17_72 0 RIS NAME -� ` (l '� i t... l I 9'-0" OPEN RMI'\IAME. j_:sh MN-AhE ilL1111-morimitourrio-illitimi IminvillitamiTIN II 1 L iiiii iiiiiiii iiiiiiiiiiiil IIII 1 Iiiiiiiiiiiiiiiii -. iiiiiiiiiiitilliiiiiiiiiiiiii 16b ri 4111Piiiiiiiiiii nil 11--Viiiiiii 1111111111 11111111iiiiiiiiii 1.1 111111111111 .. 1.11P 1111IMPAIIIIINISIMPI�alilli• PP WOWffiiiiir1011 ii >JS.PEN JE..D— DAPER -- T BACK -1 NMI -1---- -1.1111111111111 MIN - 1 ili Mal _____ IMINEI 1111111111•111111111111111111111111111111111111111111 1111111111111111. n" N la._::::, e INN .C1.: H T 1— I I <>•1UMMUMWMININK � J PARTIAL DEFLECTED CEILI I/8"=1'-0" \G Ev OVAL I I --- 4._.__ .E_._.._.. I ... _._.. I I CC BB 5 AA,5 AA A REVIEWED FOR CODE COMPLIANCE APPROVED JUN 25 201$ City of Tukwila BUILDING DIVISION alb- orc/ REMOVAL GENERAL NOTES I. ALL DIMENSIONS ARE TO: (UNLESS NOTED) CENTERLINE OF COLUMN FACE OF CONCRETE FACE OF METAL STUD 2. SEE TYPICAL SUSPENDED CEILING SYSTEM SUSPENSION DETAIL CONSTRUCTION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSION AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT VERIFICATION OF DIMENSIONS SHALL BE REJECTED. REMOVE EXISTING CEILING TILES AND CEILING GRID FROM ENTIRE AREA. LEGEND n SECTION DETAIL ELEVATION FULL HEIGHT WALL STC 45 WALL STC 45 WALL WITH 9 GA. EXPANDED METAL DEMOUNTABLE PARTITION EXISTING WALL OR PARTITION 2X4 RECESSED FIXTURE IX4 RECESSED FIXTURE 2X2 RECESSED FIXTURE IX4 SURFACE MOUNTED FIXTURE IX4 PENDANT MOUNTED FIXTURE SUPPLY AIR GRILLE RETURN AIR GRILLE EXIT SIGN, WALL MOUNTED EXIT SIGN, CEILING MOUNTED INCANDESCENT LIGHT 2'x4' SUSPENDED ACOUSTICAL CEILING (LAY—IN) 10 3 11 Ta) 1 0 (.4 C5 ©5 KEY PLAN NOT TO SCALE RECEIVED CITY OF TUKWILA MAY 222018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 ©6 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engIneers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 Q�BOE/NG° c -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. Mcvay CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE PARTIAL REFLECTED CEILING - REMOVAL CURRENT REVISION W5723449 SYMBOL A DATE 05.15.18 APPROVED L.LAW 12-15-89 TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-053 COL. A—DD/7-11 ARCHITECTURAL MASTER DEV. CENTER, WA SHEET 1A284R JOB NO. W5723449 COMP NO. DWG NO. 9-053-1A284R MAC' ncr I Anon n%I/n DUARTEE: 4/9/2018 6:10:37 AM OFFICE 105 28'-0" 0 3 13'-4" 14'-8" 30'-0" 30'-0" 28'-0" CENTER 1—HR RATED ACCESS DOOR IN CEILING VESTIBULE 121 CLG HT 8'-0" 2'-0„ CLG HT 9'-0n STAIR'" 190 —0 ' OPEN UT20 LAB El WOMEN HVIICR00 CFFIC UTI OFFI Cf CORRIDO 11330 -v \FERENC 1 _._ ......_..1..._ __ ._..[ -P NEW SUSPENDED ACOUSTICAL CEILING ALIGN W/ EXISTING CEILING PARTIAL DEFLECT I/8"=I'—O" 1 -D CEILI\G - FIRST FL0M HT 12' -ion --d EXISTING CEILING NEW I—HR RATED GWB CEILING CC AA (A) REVIEVVED FOR CODE COMPLIANCE APPROVED JUN 2 5 2018 City of Tukwila BUILDING DIVISION 1157 GENERAL NOTES I, ALL DIMENSIONS ARE TO: (UNLESS NOTED) CENTERLINE OF COLUMN FACE OF CONCRETE FACE OF METAL STUD 2, SEE TYPICAL SUSPENDED CEILING SYSTEM SUSPENSION DETAIL IA280 A282 CONSTRUCTION NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. LEGEND SECTION DETAIL ELEVATION FULL HEIGHT WALL STC 45 WALL STC 45 WALL WITH 9 GA. EXPANDED METAL DEMOUNTABLE PARTITION EXISTING WALL OR PARTITION 2X4 RECESSED FIXTURE IX4 RECESSED FIXTURE 2X2 RECESSED FIXTURE IX4 SURFACE MOUNTED FIXTURE IX4 PENDANT MOUNTED FIXTURE SUPPLY AIR GRILLE RETURN AIR GRILLE EXIT SIGN, WALL MOUNTED EXIT SIGN, CEILING MOUNTED INCANDESCENT LIGHT 2'x4' SUSPENDED ACOUSTICAL CEILING (LAY—IN) 10.3 4E0 KEY PLAN NOT TO SCALE RECEIVED CITY OF TUKWILA • MAY 22 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hIllengineers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN R.ROGALSKI DATE 12-15-89 SUBTITLE PARTIAL REFLECTED CEILING - FIRST FLOOR CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 ENGINEER TITLE CHECKED UT17 AND H3 SERVER MIGRATION APPROVED L.LAW 12-15-89 ARCHITECTURAL MASTER BUILDING 9-053 COL. A—DD/7-11 DEV. CENTER, WA DWG NO. W5723449 COMP NO. 9-053-1A284 DUARTEE: 4/9/2018 6:10:37 AM STUD BLOCKING 5/8" GWB EACH SIDE #14x1" MIN HEX HEAD SELF DRILLING SCREWS AT 16" O.C. INTO FASTENED ACCESS FLOOR TILE T 000 30TTOv OF PATTITIO\ SCALE N.T.S. 4" HIGH BLACK RUBBER BASE EACH SIDE EXISTING RAISED ACOUSTICAL FLOOR SYSTEM AS OCCURS WALL SECTIO\ #10 x 3/4" SCREWS AT 12" O.C. AT DOUBLE STUDS - STAGGER DOUBLE STUD AT JAMBS AND WHERE NOTED STUD BLOCKING UNPUNCHED STEEL STUD TRACK - MATCH GAUGE OF STUDS #10 x 3/4" SCREWS ATTACH EDGE STUDS TOGETHER WITH #10 SCREWS AT 12" O.C. #14x1" MINIMUM HEX -HEAD SELF DRILLING SCREWS AT 16" O.C. INTO EXISTING FLOOR. PROVIDE (2) ANCHORS MINIMUM PER WALL SECTION, PLACE MIN. (1) ANCHOR WITHIN 6" OF ALL OPENING EDGES rA TYPICAL STEEL STUD WALL DETAIL SCALE: N.T.S. A533 MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES, U.N.O. USE TYPE DEPTH (IN) FLANGE (IN) GAGE FY (KSI) SECTION GROSS Sxx (IN3) GROSS Ixx (IN4) REMARKS 3 5/8" STUDS S 3 5/8 1 5/8 16 33 362S162-54 0.481 0.873 INTERIOR 3 5/8" TRACKS T 3 5/8 1 1/4 16 33 362T125-54 0.378 0.723 INTERIOR COLD FORVED SCALE: N.T.S. DOOR - SEE SCHEDULE w CL v Ev3R SCHEDULE 2" CONTINUOUS SEALANT BEAD 5/8" GYPSUM BOARD ON METAL STUDS (SEE FLOOR PLAN) \TEIO DOC SCALE: N.T.S. DOUBLE METAL STUDS CONTINUOUS SEALANT BEAD HOLLOW METAL FRAME HEAD (JA3 SIN.) DETAIL \ I A533 A533 EXISTING CEILING FRAMING AT GWB CEILING AS OCCURS TOP OF STUD WALL PARTITION BRACING PER DETAIL 6/A533 533 SOUND BLANKET WHERE OCCURS - FIT NEATLY AROUND BRACING - TAPE JOINTS GWB WHERE OCCURS CONSTRUCTION PER WALL TYPE SCHEDULE TCP OF PATITIO\ DETAIL SCALE: 1 1/2" = 1'-0" S.A.C. WHERE OCCURS AS SCHEDULED A533 CONNECT TRACKS TO EACH MEMBER OF BUILT-UP HEADER WITH #8 SCREWS AT 12" O.C. TRACK TOP AND BOTTOM OF BUILT-UP HEADER TO MATCH GAGE OF HEADER ADDITIONAL STUDS AS NOTED ON PLAN OR ELEVATION CONT. TRACK ABOVE HEADER TRACK CONNECTOR TO MATCH GAGE OF BUILT-UP HEADER - 3" SHORTER THAN DEPTH OF HEADER SCREWS PER SCHEDULE HEADER BUILT UP OF TWO STUDS PER SCHEDULE HEA3R I\ SCALE: N.T.S. STEEL JOISTS PER PLAN DOUBLE JAMB STUD, TYP. U.N.O. STEEL STUD WALL DETAIL STEEL JOISTS PER PLAN 3/16 L4x4x1/4 ANGLE -EXTEND AND ATTACH TO TWO JOISTS MIN. WITH (2) #12 SCREWS AT EACH JOIST-TYP. PATIO SCALE: N.T.S. BRACE BEYOND \ WALL ��ACI 1 1 A533 L4x4x1/4x12" ANGLE ATTACH TO JOISTS WITH (4) #12 SCREWS MINIMUM 362S162-43 BRACE AT 8'-0" O.C. - ALTERNATE DIRECTION CLIP FLANGE TO FORM SHOE AND ATTACH TO STUD WITH (3) #10 TEK SCREWS \G DETAIL -CEILING PER ARCHITECTURAL I � 1 IA533 INTERIOR HEADER MAX. WIDTH OF OPENING HEADER SIZE SCREWS EACH SIDE OF HEADER SCREWS INTO JAMB STUD COMMENTS 0'-0" TO 4'-0" (2)6005162-43 (4) #12 SCREWS (8) #12 SCREWS 4'-1" TO 8'-0" (2)10005162-54 (7) #12 SCREWS (14) #12 SCREWS 8'-1" TO 10'-0" (2)10005162-68 (7) #12 SCREWS (14) #12 SCREWS JAMB STUDS SHALL BE 43 MIL (18 GA) MIN. 10'-1" TO 12'-0" (2)12005162-97 (8) #12 SCREWS (16) #12 SCREWS JAMB STUDS SHALL BE 43 MIL (18 GA) MIN. COLD F0� SCALE: N.T.S. v ED HEADR SCHEDULE " c d- 1'-6" 2'-0" PREFERRED DOO HA SCALE: N.T.S. L- J DWAH A \D A533 ADJUST TO CLOSE FROM OPEN POSITION OF 70' TO 3" FROM LATCH IN THREE SECONDS MAGNETIC DOOR HOLDER, LOCATE 80" A.F.F. & LOCATE 6" FROM EDGE (STRIKE) OR ALIGN WITH VISION PANEL. VISION WINDOW AS REQUIRED REQUIRED SIGNAGE INSTALLED ON NEAREST ADJACENT WALL. BOEING FURNISHED CONTRACTOR INSTALLED. WHERE DOOR IS RECESSED SIGN MAY BE LOCATED ON ACCESSIBLE PATH. OPENING FORCE SHALL NOT EXCEED 5 LBS 18" MIN. CLEAR FLOOR SPACE ON PULL SIDE, 12" MIN. CLEAR FLOOR SPACE ON PUSH SIDE SIGNAGE DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED JUN 252018 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 22 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 M.&NNG° o�- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENCINEER D. Boileau CHECKED B. Leslie APPROVED APPROVED DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE 0 6" 1 A533 2 IIIII 11111•11 MEIN. MI MIIIIII SCALE: 1 1/2"=1 -0" SITTS & HILL. ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474.9449 http://www.sItts-hill-englneers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM MISC SECTIONS AND DETAILS CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 TITLE ARCHITECTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET A533 JOB NO. W5723449 COMP NO. DWG NO. 09-053-A533 UNCONTROLLED SIDE 3 5/8" 16 GAGE STEEL STUDS AT 16" O.C. (1) LAYER OF 5/8" TYPE "X" GYPSUM WALL BOARD — STAGGER JOINTS, TYPICAL AT EXTERIOR OF CONTROLLED ROOM, PAINT FULL HEIGHT. 3 1/2" ACOUSTIC INSULATION — FASTENED TO PREVENT SAGGING NOTE: A. PARTITION SHALL BE SEALED CONTINUOUSLY WITH ACOUSTICAL SEALANT WHENEVER IT ABUTS ANOTHER ELEMENT SUCH AS A WALL OR COLUMN. CONTROLLED SIDE (2) LAYERS OF 5/8" TYPE "X" GYPSUM WALL BOARD—STAGGER JOINTS, TYPICAL AT INTERIOR OF CONTROLLED ROOMS, PAINT FULL HEIGHT CONTINUOUS ACOUSTICAL SEALANT IN VOID — BOTH SIDES OF PARTITION EXISTING CONCRETE SLAB ON GRADE AS OCCURS <7 .y, <7 <1 <1 16 GAGE CONTINUOUS TRACK (TOP AND BOTTOM) WITH ANCHORS AT 32" O.C. MAXIMUM — BED IN CONTINUOUS BEAD OF ACOUSTICAL SEALANT WALL DETAIL SCALE: 3"=1'-0" 1A1 A534 EXTEND ALL WALL SHEATHING AT INTERIOR ROOMS UP TO THE UNDERSIDE OF THE STEEL ROOF DECKING AS SHOWN. CUT GYPSUM WALL BOARD TO MATCH DECK PROFILE AROUND FLUTES PRE—FORMED FOAM RUBBER METAL DECK CLOSURE PIECE — MATCH PROFILE OF STEEL ROOF DECK ABOVE (1) LAYER 01 GYPSUM WAL SIDE OF CO PAINT FULL 1 3 5/8" 16 STUDS AT 1 ACOUSTIC IN TO PREVENT WALL DETAIL NOTE: A. PARTITION SHALL BE SEALED CONTINUOUSLY WITH ACOUSTICAL SEALANT WHENEVER IT ABUTS ANOTHER ELEMENT SUCH AS A WALL OR COLUMN. EXISTING STEEL FLOOR DECK AS OCCURS LANT IN ALL VOIDS PICAL L S, TYPICAL AT INTERIOR OF ROOMS, PAINT FULL HEIGHT SCALE: 3"=1'-0" 1A13 A534 18 RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 252018 City of Tukwila BUILDING DIVISION 3" 6" 9" 1 011111 1111•111 11111 NMI SCALE: 3"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sItts-11111-englneers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 MWAG' C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED APPROVED DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 TITLE ARCHITECTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET A534 JOB NO. W5723449 COMP NO. DWG NO. 09-053-A534 SMCCARTHY: 8/16/2017 it = 5/8" TYPE "X" I .. : % ACOUSTICAL SEA L BOARD AT EXTERIOR (TROLLED ROOM. .: IC I \�-- ' ABOVE TRACK, 1 iEIGHT ''• fes/ ` : : AGE STEEL �!" �) ...: " i( J, j. O.C. - iULATION — FASTENED ,,> :.:. SAGGINGI / \�% UNCONTROLLED SIDE I � ; CONTROLLED SIDE .-- .:. . I�1 l/ .„ J k :. �.... '�... (2) LAYERS OF 5/8" -1� TYPE "X" GYPSUM WAL Y� DnA[3n_CTAPPCD In1nIT WALL DETAIL NOTE: A. PARTITION SHALL BE SEALED CONTINUOUSLY WITH ACOUSTICAL SEALANT WHENEVER IT ABUTS ANOTHER ELEMENT SUCH AS A WALL OR COLUMN. EXISTING STEEL FLOOR DECK AS OCCURS LANT IN ALL VOIDS PICAL L S, TYPICAL AT INTERIOR OF ROOMS, PAINT FULL HEIGHT SCALE: 3"=1'-0" 1A13 A534 18 RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 252018 City of Tukwila BUILDING DIVISION 3" 6" 9" 1 011111 1111•111 11111 NMI SCALE: 3"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sItts-11111-englneers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 MWAG' C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED APPROVED DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 TITLE ARCHITECTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET A534 JOB NO. W5723449 COMP NO. DWG NO. 09-053-A534 SMCCARTHY: 8/16/2017 ROOM FINISH SCHEDULE ROOM N0. ROOM NAME FLOOR NORTH EAST SOUTH WEST CEILING NOTES BASE WALL BASE WALL BASE WALL BASE WALL MAT'L HEIGHT 11B82 UT17 F-2 B-2 W-2 B-2 W-2 B-2 W-2 6-2 W-2 C-1 GYPSUM WALLBOARD (GWB) 1 11664 OFFICE F-2 B-2 W-2 B-2 W-2 B-2 W-2 6-2 W-2 C-3 GYPSUM WALLBOARD (GWB) 1 12864 VESTIBULE F-2 B-2 W-2 B-2 W-2 B-2 W-2 B-2 W-2 C-3 1 11885 H3 F-1 B-2 W-2 B-2 W-2 B-2 W-2 6-2 W-2 C-3 1 11CC4 NETWORK F-1 6-1 W-1 6-1 W-1 B-1 W-1 B-1 W-1 C-1 4 1 21883 UPS F-3 6-2 W-2 6-2 W-2 B-2 W-2 B-2 W-2 C-3 P 1 ROOM FINISH SCHEDULE NOTES: 1. FOR MATERIAL FINISH SCHEDULE SEE 3/A535. �ooN EI\ISH SCHEDULE SCALE: NOT TO SCALE (71- A535 1 A535 MATERIAL FINISH SCHEDULE KEY MATERIAL FINISH NOTES NUMBER ---BASE--- B-1 RESILIENT WALL BASE FACTORY FINISH (FF) FINISH B-2 EXISTING MATERIAL FINISH HEAD ---FLOOR-t-- F-1 RAISED ACCESS FLOOR HPL (FF) . EF -1 F-2 RAISED ACCESS FLOOR (EXISTING) EXISTING - F-3 EXISTING EX 3 ---WALL--- W-1 GYPSUM WALLBOARD (GWB) PAINT 6'-0" x 7'-0" (EX) W-2 EXISTING WD/EX P - ---CEILING--- C-1 EXPOSED CONSTRUCTION PAINT SEE SHEET A2 FOR PAINT SPECIFICATIONS C-2 GYPSUM WALLBOARD (GWB) PAINT SEE SHEET A2 FOR PAINT SPECIFICATIONS C-3 EXISTING 1 3/4" HM vATRIAL FI\ISH SCHEDULE 3 SCALE N.T.S. A535 DOOR FRAME HARDWARE GROUP DETAILS NOTES NUMBER SIZE TYPE THICKNESS MATERIAL FINISH FIRE RATING TYPE MATERIAL FINISH HEAD JAMB THRESHOLD 11 BB2 6'-0" X 7-0" (EX) EF -1 1 3/4" EX EX - EX EX EX 3 - 0000000 11BB4 6'-0" x 7'-0" (EX) EF -1 1 3/4" WD/EX P - EX EX P 2 - 0000000 4005 06 0® 10 11CC4 3'-0" x 7'-0" EF 1 3/4" HM P 60 MIN. 1 HM P 1 - 0000000®06 21BB3 6'-0" x 7'-0" EF -1 1 3/4" HM P 60 MIN. 1 HM P 5 - 0®0000® 22BB3 3'-0" x 7'-0" EF 1 3/4" HM P 60 MIN. 1 HM P 4 - 0000000 23BB3 3'-0" x 7'-0" EF 1 3/4" HM P 60 MIN. 1 HM P 4 - ®000®00 ABBREVIATIONS: HM = HOLLOW METAL (COORDINATE WITH BOEING AND MATCH EXISTING) P = PAINT PER BOEING SPECIFICATIONS (SEE SHEET xxxx) WD = WOOD EX = EXISTING WOOD LEAF AT DOOR 11BB4 (LH) - - LOCKSET AT DOORS 11BB4 AND 11882 PER SCHEDULE / EMPTY CONDUIT PATHWAY (.- IN LEAF FROM MIDDLE HINGE TO LOCKSET AT 116B4 - SEE ELECTRICAL DRAWINGS PER SCHEDULE / I 1 1 1 PER SCHEDULE D00SCHEDULE SCALE: NOT TO SCALE DOOR HARDWARE: GROUP #1 (DOOR 11CC4) 3 HINGE 1 BADGE READER 1 LEVER LOCKSET 1 CLOSER 1 PERIMETER SEAL SET 1 ACOUSTICAL SEAL SET 1 OVERHEAD STOP GROUP #2 (DOOR 11BB5) 2 HINGE 1 HINGE 1 LOCKSET 1 CLOSER 1 BADGE READER PER SCHEDULE % EMPTY CONDUIT PATHWAY FROM MIDDLE DOOR HINGE TO LOCKSET STRIKE - SEE ELECTRICAL DRAWINGS N 2" EF -1 EF (FLUSH DOUBLE DOOR) (FLUSH DOOR) KRIEGER HAGER BY BOEING YALE YALE KRIEGER KRIEGER GLYNN-JOHNSON HAGER SARGENT AND GREENLEAF YALE BY BOEING GROUP #3 '(DOOR 11882) EXISTING HARDWARE TO REMAIN 1 PERIMETER SEAL SET KRIEGER 1 ACOUSTICAL SEAL SET KRIEGER GROUP #4 (DOORS 22BB3, 23BB3) 3 HINGE HAGER 1 LOCKSET 1 CLOSER 1 GASKETING 1 OVERHEAD STOP GROUP #5 (DOOR 2113B3) 6 HINGE 1 LOCKSET 1 ASTRAGAL 1 CLOSER 1 FLUSH BOLT 1 OVERHEAD STOP 1 WALL STOP 1 GASKETING AU5405LNx26D (BY BOEING) 4400 X 689 (SURFACE MOUNTED, INSIDE) NC -3 (JAMB, HEAD) NC3-17C-8951 KRIEGERSONIC 104-S AT SOLID CORE WOOD DOOR LEAF MIDDLE HINGE TO BE ELECTRIC 28908 X 500 SERIES X TYPE 11 (PDPL) X 2890-523 WITH #9 STRIKE X X10 SPIN DIAL (ALL SUPPLIED AND INSTALLED BY BOEING - TIES TO BADGE READER) 4400 X 689 (SURFACE MOUNTED, INSIDE) MATCH EXISTING (PAINT COVER TO MATCH EXISTING (JAMB, HEAD) MATCH EXISTING YALE AU5405LNx26D YALE 4400 X 689 (SURFACE MOUNTED, INSIDE) PEMKO S88D X 17' GLYNN-JOHNSON 104-S HAGER YALE YALE IVES GLYNN-JOHNSON IVES PEMKO AU5404LNx26D 4400 X 689 (SURFACE MOUNTED, INSIDE) WITH MANUAL FLUSH BOLT ON INACTIVE LEAF FB458 ON INACTIVE LEAF 104-S WS402CCV S88D X 20' DON HAaDWAE SCHEDULE FRAME TYPE 1 SCALE: NOT TO SCALE A535 NOTES: 1. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 15.0 LBS. (PER IBC). 2. ALL METAL SOUND DOORS SHALL BE 14/16 GAUGE DOORS WITH 14 GAUGE WELDED FRAMES AND FULL GROUTED FRAMES WITH USG-STRUCTO-LITE BASECOAT PLASTER. 3. DOOR SIZES INDICATED ARE NOMINAL DIMENSIONS. 4. MOUNTING HEIGHTS OF DOOR OPERATION HARDWARE SHALL COMPLY WITH IBC. 5. DOOR OPERATIONS AND DOOR HARDWARE SHALL COMPLY WITH IBC SECTION 1010. 6. DOOR EDGES TO MATCH FINISHES OF DOOR SURFACE. 7. MOUNT CLOSER ON INSIDE OF SECURED SPACE. 8. SEE DOOR HARDWARE SCHEDULE, SHEET 4/A535. 9. PROVIDE (2) 14 GA JAMB STUDS AND A (4) PIECE 14 GA HEADER AT EACH SOUND DOOR. 10. PROVIDE NEW WOOD DOOR AND NEW HARDWARE AT ACTIVE LEAF. 11. INSTALL EMPTY CONDUIT AS SHOWN AT TYPE 'EF' DOOR TYPE. RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 252818 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474.9449 http://www.sItts•h111-englneers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE SCHEDULES CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 APPROVED APPROVED TITLE ARCHITECTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET A535 JOB NO. W5723449 COMP NO. DWG NO. 09-053—A535 GENERAL STRUCTURAL NOTES (GSN) BUILDING CODE AND ,SPECIFICATIONS: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTEQ WITH ASCE 7-10. (AISC) MANUAL OF STEEL CONSTRUCTION - 14TH EDITION. (AWS) STRUCTURAL WELDING pODE / STEEL - AWS D1.1-11. CONCRETE (ACI 318)-11. REINFORCING 2004 ACI DETAILING MANUAL (ACI SP -66). AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARDS. LOADS: FLOOR LIVE LOAD = 100 PSF GENERATOR ACCESS CATWALK = 40 PSF SEISMIC COEFFICIENTS FOR LATITUDE. 47.5163 DEGREES, LONGITUDE -122.2986 DEGREES AND SITE CLASS "D", BUILDING DESIGN CATEGORY "D": Ss = 1.515, S1 = 0.573 Sds = 1.010, Sd 1 = 0.573 WIND LOAD = 110 MPH, WIND EXPOSURE = C RISK CATEGORY = II WIND TOPOGRAPHICAL FACTOR, Kzt = 1.0 CONCRETE: MINIMUM 28 -DAY STRENGTH, f'c SHALL BE 4,000 PSI. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MAXIMUM SLUMP IS 4 1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. MAXIMUM WATER/CEMENT RATIO (W/C) SHALL BE 0.45. COURSE AGGREGATE MATERIAL SHALL BE 3/4" MINUS, WELL GRADED. UNLESS APPROVED OTHERWISE IN WRITING BY THE STRUCTURAL ENGINEER, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS AS SHOWN ON THE SLAB PLAN. PROVIDE AIR ENTRAINMENT (5% +/- 1%) IN CONCRETE EXPOSED TO FREEZE -THAW ACTION. FLY ASH SHALL BE LIMITED TO 15% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK. REINFORCING: USE ASTM A615, GRADE 60 (Fy = 60 KSI) FOR ALL DEFORMED REINFORCING, U.N.O. WHERE SHOWN ON DRAWINGS, ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. NO TACK WELDING OF REINFORCING BARS IS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. CLEAR CONCRETE COVERAGES SHALL BE AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER #6 OR LARGER • • 2" 5 AND SMALLER. •1 1/2" FLAT SLAB • 3/4" ALL OTHER PER A.C.I. 318. LAP SPLICES IN CONCRETE: LAP SPLICES, U.N.O., SHALL BE CLASS "B" TENSION LAP SPLICES PER ACI 318. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/ CORROSION. ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER ACI SP -66. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90 -DEGREE HOOKS, U.N.O. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. CONCRETE/SEALING COMPOUND: CONCRETE CURING AND SEALING COMPOUNDS SHALL BE ASHFORD FORMULA BY CURECRETE DISTRIBUTION. APPLY PER MANUFACTURER'S RECOMMENDATIONS. DRYPACK: DRYPACK SHALL BE 5,000 -PSI NON -SHRINK GROUT, FIVE STAR OR ACCEPTED SUBSTITUTION. INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO STRUCTURE INSTALLATION. FLOWABLE GROUT: FLOWABLE GROUT SHALL BE 5,000 -PSI NON SHRINK GROUT, FIVE STAR OR ACCEPTED SUBSTITUTION. GROUT SHALL BE MIXED PER MANUFACTURER'S SPECIFICATIONS FOR "FLOWABLE" CONSISTENCY. CONCRETE SLAB JOINT PROTECTION: JOINT PROTECTION SHALL BE PER SPECIFICATIONS, PLANS AND DETAILS. RECOMMENDATIONS. BONDING AGENT AND CORROSION PROTECTION: A BONDING AGENT SHALL BE APPLIED TO EXISTING CONCRETE SURFACES WHERE NEW CONCRETE IS TO BE PLACED. USE "SIKA" ARMATEC 100 EPOCHEM BONDING AGENT AND REINFORCEMENT PROTECTION, OR ACCEPTED SUBSTITUTION. PREPARE THE EXISTING CONCRETE SURFACES AND APPLY THE BONDING AGENT PER THE MANUFACTURER'S INSTRUCTIONS. CONCRETE REPAIR: AT EXISTING SLAB LOCATIONS WHERE THE SLAB SHOWS SIGNS OF SPALLING, CHIPPING OR DAMAGE, PROVIDE THE FOLLOWING REPAIR: 1. THE DAMAGED AREA SHALL BE CHIPPED AWAY OR SAWCUT AS REQUIRED TO PROVIDE A VERTICAL FACE ON ALL EDGES WITH A MINIMUM DEPTH OF 1/8" THROUGHOUT. 2. CLEAN THE DAMAGED AREA AND PROVIDE A PRIMER/SCRUB COAT OF SIKATOP 122 PLUS OR ACCEPTED SUBSTITUTION. 3. A REPAIR COAT OF SIKATOP 122 PLUS OR ACCEPTED SUBSTITUTION SHALL THEN BE ADDED TO FILL IN THE DAMAGED AREAS OF CONCRETE. 4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. GRATING: GRATING SHALL BE 1" DEEP MOLDED FIBERGLASS REINFORCED PLASTIC (FRP) AS MANUFACTURED BY FIBERGRATE OR PRE -APPROVED EQUIVALENT. GRATING SHALL HAVE A 3/4"x4" RECTANGULAR MESH PATTERN. GRATING SHALL BE CAPABLE OF SUPPORTING A 40 PSF DISTRIBUTED LIVE LOAD AT THE CLEAR SPANS (NOT CENTER TO CENTER SPANS) AS INDICATED ON THE DRAWINGS. STAIR TREADS SHALL BE FIBERTREAD PANELS AS MANUFACTURED BY FIBERGRATE OR PRE -APPROVED EQUIVALENT. ATTACHMENT OF GRATING TO SUPPORTING STRUCTURAL MEMBERS SHALL BE WITH TYPE M HOLD DOWN CLIPS AS MANUFACTURED BY FIBERGRATE OR PRE -APPROVED EQUIVALENT. SURFACE OF GRATING SHALL HAVE AN INTEGRATED APPLIED GRIT TOP SURFACE FOR SLIP RESISTANCE. STRUCTURAL STEEL: GENERAL ALL PIPE STEEL SHALL BE ASTM A501 (Fy = 36 KSI) OR ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI). ALL HOLLOW SQUARE STEEL SHALL BE ASTM A500 (Fy = 46 KSI). ALL WIDE FLANGE STEEL SHALL BE ASTM A572, GRADE 50, OR A992, GRADE 50 (Fy = 50 KSI). ALL MISCELLANEOUS STEEL AND STRUCTURAL STEEL SHAPES NOT SPECIFIED ABOVE SHALL BE ASTM A36 (Fy = 36 KSI) UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE ASTM A325N, UNLESS NOTED OTHERWISE AND SHALL BE INSTALLED AS BEARING -TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (LE. A TYPE "N" CONNECTION), UNO. BOLTS SHALL BE TIGHTENED TO A SNUG -TIGHT CONDITION USING ANY AISC APPROVED METHOD. ALL HIGH-STRENGTH BOLTING SHALL BE PERIODICALLY INSPECTED BY AN INDEPENDENT TESTING LABORATORY. ALL ANCHOR RODS SHALL BE ASTM F1554 GRADE 36, U.N.O. STANDARD HOLES SHALL BE USED UNLESS OVERSIZE OR SLOTTED HOLES ARE SPECIFICALLY NOTED. HARDENED WASHERS SHALL BE PROVIDED AT ALL OVERSIZE OR SLOTTED HOLES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. SEE "SHOP DRAWINGS" SECTION BELOW. ALL STEEL CONSTRUCTION SHALL BE PER AISC. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS, U.N.O. FOR GRADE 60 REINFORCING BARS, USE E90 SERIES. ALL WELDING PER AWS STANDARDS. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. ALL FULL (COMPLETE) PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. ATTACHMENT TO BUILDING COLUMNS: ALL ATTACHMENTS TO THE EXISTING AND MODIFIED BUILDING COLUMNS SHALL BE BY WELDING OR CLAMPS. DO NOT DRILL OR PENETRATE THESE COLUMNS. CONTRACTOR SHALL COMPLETE ACCEPTABLE ATTACHMENTS BEFORE COLUMNS ARE PAINTED OR PROVIDE TOUCH-UP PAINT AFTER CONNECTION IS COMPLETE. ADHESIVE ANCHORS IN CONCRETE: ALL ADHESIVE ANCHORS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE, SUCH AS HILTI HY200-R (ICC ESR -3187) OR APPROVED EQUIVALENT. THREADED RODS SHALL BE GALVANIZED OR STAINLESS STEEL. EXPANSION BOLTS IN CONCRETE: ALL EXPANSION BOLTS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE, SUCH AS HILTI KWIK BOLT TZ (ICC ESR -1917) OR APPROVED EQUIVALENT. BOLTS SHALL BE GALVANIZED OR STAINLESS STEEL. SLOTTED CHANNEL FRAMING: SLOTTED CHANNEL FRAMING MEMBERS AND CONNECTORS SHALL BE BY UNISTRUT, COOPER B -LINE, OR ACCEPTED SUBSTITUTION. PART NUMBERS INDICATED ON THE DRAWINGS ARE UNISTRUT NUMBERS. TIGHTEN BOLTS TO 50 FT -LBS OF TORQUE FOR RESISTANCE TO SLIP FOR 1/2"-13 BOLTS. STEEL COATINGS: ALL EXPOSED STEEL SHALL BE COATED AS FOLLOWS: EXPOSED INTERIOR STRUCTURAL STEEL: A. SURFACE PREPARATION: IN ACCORDANCE WITH SSPC-SP1 AND SSPC-SP2, MINIMUM. B. PRIMER: ONE (1) 3.0 MIL DRY FILM THICKNESS (DFT) COAT KEM KROMIC UNIVERSAL METAL PRIMER BY SHERWIN-WILLIAMS OR PRE -APPROVED EQUIVALENT C. PAINT: TWO (2) 3.0 MIL DFT COATS INDUSTRIAL ENAMEL BY SHERWIN-WILLIAMS OR PRE -APPROVED EQUIVALENT. D. COLOR: VERIFY COLOR WITH BOEING. EXPOSED EXTERIOR STRUCTURAL STEEL: A. SURFACE PREPARATION: IN ACCORDANCE WITH SSPC-SP2, MINIMUM. B. PRIMER: ONE (1) 3.0 MIL DRY FILM THICKNESS (DFT) COAT STEEL SPEC UNIVERSAL PRIMER BY SHERWIN-WILLIAMS OR PRE -APPROVED EQUIVALENT. C. PAINT: TWO (2) 3.0 MIL DFT COATS SEAGUARD 1000 MARINE ENAMEL BY SHERWIN-WILLIAMS OR PRE -APPROVED EQUIVALENT. D. COLOR: VERIFY COLOR WITH BOEING. EXPOSED EXTERIOR GALVANIZED STEEL: A. ALL EXTERIOR STEEL SPECIFIED TO BE GALVANIZED SHALL BE PAINTED. NO UNPAINTED GALVANIZED STEEL EXPOSED TO WEATHER SHALL BE PERMITTED. B. SURFACE PREPARATION: IN ACCORDANCE WITH SSPC-SP1, MINIMUM. C. PRIMER: ONE (1) 3.0 MIL DRY FILM THICKNESS (DFT) COAT UNI -BOND DF SERIES 115 BY TNEMEC OR PRE -APPROVED EQUIVALENT. D. PAINT: TWO (2) 3.0 MIL DFT COATS COAT UNI -BOND DF SERIES 115 BY TNEMEC OR PRE -APPROVED EQUIVALENT. E. COLOR: MATCH EXISTING PAINTED STEEL ON THE 9-53 BUILDING. VERIFY COLOR WITH BOEING. HANDLING: AFTER SHOP FABRICATION AND COATING, STRUCTURAL STEEL MEMBERS SHALL BE HANDLED WITH SUFFICIENT CARE TO MINIMIZE DAMAGE DURING SHIPMENT. SUFFICIENT DUNNAGE SHALL BE USED TO PREVENT ANY RUBBING OF STEEL TO STEEL. OTHER EXPOSED METAL: NO GALVANIZED, ZINC, OR COPPER CONTAINING MATERIALS WHICH ARE EXPOSED TO WEATHER (RAIN) SHALL BE PERMITTED. GALVANIZED STRUCTURAL OR NON-STRUCTURAL STEEL MAY BE PAINTED AS DESCRIBED IN THE "EXPOSED EXTERIOR GALVANIZED STEEL" SECTION OF THE GENERAL STRUCTURAL NOTES. ALL OTHER GALVANIZED, ZINC, OR COPPER CONTAINING MATERIALS SHALL BE COATED OR ENCLOSED TO PREVENT EXPOSURE TO WEATHER AND CONTACT WITH WATER. IF EXPOSED GALVANIZED, ZINC, OR COPPER CONTAINING MATERIALS ARE EXPOSED TO WEATHER, CONTACT THE OWNER/ENGINEER AND REQUEST DIRECTION AS TO HOW TO PROCEED. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. FIELD VERIFY ALL DIMENSIONS. RESOLVE ANY DISCREPANCIES WITH THE OWNER. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. GENERAL: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH OWNER PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE CITY OR COUNTY INSPECTIONS REQUIRED BY SECTION 110.3 OF THE IBC. SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704 AND 1705 FOR THE FOLLOWING: 1. EARTHWORK: A) VERIFY FIRM AND UNYIELDING CONDITION OF EXISTING STRUCTURAL FILL PRIOR TO PLACEMENT OF CONCRETE. 2. CONCRETE: A) DURING THE TAKING OF TEST SPECIMENS. B) DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, U.N.O. C) VERIFICATION OF CURING TEMPERATURE AND TECHNIQUE (PERIODIC). 3. BOLTS IN CONCRETE: A) DURING THE PLACEMENT OF CONCRETE AROUND BOLTS. 4. REINFORCING STEEL (PERIODIC): A) DURING THE PLACING OF REINFORCING STEEL FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION NOTED ABOVE. 5. WELDING: A) VISUAL INSPECTION OF ALL FIELD WELDS. B) NON-DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS. 6. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE STRUCTURAL ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C) UPON COMPLETION OF THE ASSIGNED WORK THE STRUCTURAL ENGINEER SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTIONS, CONTACT THE STRUCTURAL ENGINEER PRIOR TO START OF CONSTRUCTION. b ( 8-4 OISq RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 REVIEWED FOR CODE COMPLIANCE APPROVED • JUN 2 5 2010 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ PHONE: (253) 474.9449 Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 eL,ME7 G m ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENCINEER D. Boileau CHECKED B. Leslie DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE GENERAL STRUCTURAL NOTES CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 APPROVED APPROVED TITLE UT17 AND H3 SERVER MIGRATION BUILDING 09-53 STRUCTURAL DEV. CENTER, WA SHEET S2E JOB NO. W5723449 COMP NO. DWG NO. 09-053-S2E c co fX to S554 — v SERVER RACK (2) 3/8" BOLTS, TYP. ADJACENT RACK WHERE OCCURS (2) 1/2" II RODS, TYP. I I 1 1/ " II MIN.1 I I �j i'I 4J C p .. n A D N 11 MAX />\&/// /\\/\\ /\\ \\\/, <//\ SECTIO\ SCALE: 1' = 1'-0' %% \% 1/2" EXPANSION ANCHOR AT EA. ROD, TYP. EMBED PER 3/S554 0 (76\ S554 0 0 L- _1 iF }j 4 L_ _ EXPANSION ANCHORS ADHESIVE ANCHORS C 7" it * 2 .i a . ti it 3 3/4" 3 1/8" S554 7" 4 1/2" 3 1/2" 7/8" 8" BATTERY CABINET 3 1/2" UPS 9" SIDECAR 4" DISTRIBUTION CABINET 10" (IBC–L) 4 1/2" 1 1/4" 11" (SIAL–B) 5" (IAC–D) S554 L_I L_ 1 ° ° ° ° ° AR . A A 4- 44 A A A A 0 D rr 0 0 ADD ACCESS FLOOR PEDESTAL UNDER CASTER, (4) PLACES u 0 u 0 0 -Cr 0 0 Or. S554 E\LAGED PLA\ VIEW SCALE: 1' = 1'-0" REVISION BY APPROVED DATE SYM 3/8" GRADE 5 BOLTS L2x2x3/16x3" OR ANGLE BRACKET PROVIDED BY SERVER SUPPLIER SERVER RACK EXISTING ACCESS FLOOR 5/8" HOLES THROUGH -[ ACCESS FLOOR-- SERVER LOOR- 1/2" THREADED ROD, ASTM F1554 GR.36 PLATE WASHER 3/16"x2" SQ. - r CiN PLATE WASHER 3/16"x1 1/2" SQ. P1000 UNISTRUT OR EQUIVALENT WITH SPRING NUTS CONCRETE SLAB -H N (D 1 ii LLI c J w I SECTIO\ SCALE: 3" = 1'-0" ON GRADE 1/2" EXPANSION ANCHOR, EMBED PER 3/S554 BOLT DIAMETER CAST–IN–PLACE ANCHORS EMBEDMENT LENGTH EXPANSION ANCHORS ADHESIVE ANCHORS 1/2" 7" 3" 2 3/4" 5/8" 7" 3 3/4" 3 1/8" 3/4" 7" 4 1/2" 3 1/2" 7/8" 8" - 3 1/2" 1" 9" – 4" 1 1/8" 10" – 4 1/2" 1 1/4" 11" – 5" z w w lJ w FACE OF WALL, TOP OF SLAB, ETC. EXPANSION ANCHOR (2TYPICAL A 2A13 S554 REVISION z w w m w w w C13 w NOTES: I � 1 S554 A. PROVIDE ANCHORS PER THIS SCHEDULE UNLESS NOTED ON THE PLANS OR DETAILS. B. EXPANSION BOLTS SHALL HAVE I.C.C. REPORT FOR SAME INSTALLATION. C. THICKNESS OF DRYPACK DOES NOT APPLY TOWARD EMBEDMENT. D. ALL EPDXY ANCHOR TO BE HAMMER DRILLED. ADHESIVE BOLT \CHO SCH EDUCE ANCHOR BOLT STANDARD WASHER AND NUT OR EQUAL BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 / � 1 S554 L2x2x3/16 OR ANGLE BRACKET PROVIDED BY SERVER SUPPLIER 3/8" GRADE 5 BOLTS 5/8" HOLES THROUGH ACCESS FLOOR PLATE WASHER 3/16"x1 1/2" SQ. 1/2" THREADED ROD, ASTM F1554 GR.36 PLATE WASHER 3/16"x2" SQ. P1000 UNISTRUT OR EQUIVALENT WITH SPRING NUTS CONCRETE SLAB ON GRADE SECTIO\ SCALE: 1" = 1'-0" eiBOE/NG° - .UPS COMPONENT CASTER EXISTING ACCESS r_ FLOOR (r-- ADD ACCESS FLOOR PEDESTAL UNDER CASTER, (4) PLACES UNDER BATTERY CABINET co -H 1/2" EXPANSION ANCHOR, EMBED PER 3/S554 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. -Leslie ENGINEER J. Baker CHECKED B. Leslie APPROVED APPROVED c S554 BATTERY CABINET (IBC–L) (4) 3/8" BOLTS O (3) 1/2" RODS UPS S554 V (4) 3/8" BOLTS 0 0 (2) 1/2" RODS SIDECAR (SIAL–B) - (2) 3/8" BOLTS DISTRIBUTION CABINET (IAC–D) (4) 3/8" BOLTS 1/2" ROD (2) 1/2" RODS C �} S \//�� \\�/\`\\i SECTI Ph D 1/2" EXPANSION ANCHOR AT EACH ROD, TYP. EMBED PER 3/S554 n D . A D 3" '��%J' \\/\:\ �j \//���� MAX. SCALE: 1' = 1'-0" r TYP. A S554 J J S554 E\LAGGED PLA\ VIEW I � 1 S554 ADJACENT RACK WHERE OCCURS SCALE: 1' 1,-0" MI6 - Orsi DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE REVIEVVED FOR CODE COMPLIANCE APPROVED JUN 252018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 MISC. SECTIONS AND DETAILS 0 6" 1 2 I ' 1 1A13 S554 3 ■„I 11E11 ter, El SCALE: 1"=1'-0” 0 3" 6" 9„ 1 IN MI NM= SCALE: 3"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 PHONE: (253) 474-9449 1 http://www.sItts-h111-engIneers.com/ TACOMA, WA. 98409 FAX: (253) 474.9449 Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 TITLE STRUCTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET S554 JOB NO. W5723449 COMP NO. DWG NO. 09-053-S554 10:59:12 PM CONCRETE EQUIPMENT PAD #4 AT 12" 0.C. EACH WAY TOP AND BOTTOM U cV CHAMFER EDGES CONCRETE SLAB OR FINISH GRADE AS OCCURS p• P S C r o cz 00 o 00 Lo SCO 0° Q 00 0 , U CO\CETE EQUIPNE\T PAD 0\ G ADE 1 SCALE: 3" = 1'-0" ATTACH EACH SECTION OF UNISTRUT TO CONCRETE TOPPED METAL DECK WITH (3) SIMPSON 1/2" DIAMETER TITEN HD HEAVY DUTY SCREW ANCHOR — EMBED 2 3/4" (3 3/4" HOLE DEPTH) .7 4 4 6 .4 36" LONG P1000HS CHANNEL BY UNISTRUT OR PRE APPROVED EQUIVALENT 18" WIDE U.L. CLASSIFIED CABLE RUNWAY (#11275-018) BY CHATSWORTH OR PRE—APPROVED EQUIVALENT — SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 4 4 4 <1 4 1A1. .555 0 J c d- 0 7.0 1 CD 4 1'-6" DIA TYPICAL 6" 30LLAD DETAIL 6" DIA. SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE. PRIMER (1 COAT) AND PAINT YELLOW (2 COATS) ALKYD ENAMEL CONCRETE FOOTING FINISH FLOOR OR GRADE AS OCCURS 2 SCALE: 3" = 1'-0" EXISTING 6" THICK CONCRETE TOPPED METAL DECK ;7".•4 I II II 4< 6 7 <7 4 4 4- - -1 <7 - 12" WIDE U.L. CLASSIFIED CABLE RUN WAY (#11275-012) BY CHATSWORTH OR PRE—APPROVED EQUIVALENT — SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 1/2" DIAMETER THREADED ROD HANGERS AT 4'—O" O.C. — SURROUNDED WITH P1000T CHANNELS HELD IN PLACE WITH P2486 SEISMIC ROD STIFFENER CLIPS BY UNISTRUT OR PRE—APPORVED EQUIVALENT 24" LONG P1000 HS CHANNEL BY UNISTRUT OR PRE—APPROVED EQUIVALENT TYPICAL CABLE U\WAY SUPPORT DETAIL P1546 CLIP BY UNISTRUT OR APPROVED EQUIVALENT <7 <y 1A13 [S.555 NOTE: A. PROVIDE LOAD LIMIT SIGN — 132 PLF MAXIMUM LOAD PER RUNWAY/ 250 PLF MAXIMUM TOTAL LOAD — COORDINATE SIGNAGE REQUIREMENTS WITH BOEING B. COORDINATE REQUIRED CABLE RUNWAY ELEVATIONS WITH ELECTRICAL DRAWINGS. �. 4 4 <1 . _11, MAX 1 6 -<t n <7 II I I • 44 P1000 UNISTRUT CHANNEL BRACE 6 <7 -1 /2" DIAMETER SIMPSON TITEN HD HEAVY DUTY SCREW ANCHOR — EMBED 2 3/4" (3 1/2" HOLE DEPTH) SCALE: 1/2" = 1-0" 5 1A281_ 555 GALV. CAP AT END POSTS (TYP.) 3/4" GALV. TENSION BAR, AT END POSTS, TYP. DIAGONAL TENSION WIRE TENSION BANDS 24" 0.C. (TYP.) 2" I.D. SCH. 40 GALV. STEEL LINE POSTS OR 3" I.D. SCH. 40 GALV. STEEL END POSTS (EXCEPT AT GATES) 3" POST AT 30' SPACING O.C. (TYP.) 2" LINE POST AT 10' SPACING O.C. BETWEEN (TYP.) 1 1/4" I.D. SCH.40 GALV. STEEL FRAME (TYP) CORE DRILL HOLE IN EXISTING ASPHALT FINISH GRADE SLOPE CONCRETE TO DRAIN TOWARD ASPHALT SECURITY SCALE: N.T.S. (V FE\CE DETAIL 12" 1. ALL GALVANIZED STEEL FENCE HARDWARE SHALL BE PAINTED OR COATED BLACK. 2. GALVANIZED CHAINLINK FABRIC AND TIES SHALL BE COATED IN BLACK VINYL. 9 GAUGE GALV. CHAIN LINK FABRIC FENCING (TWISTED BARBED ENDS) 4000 PSI CONCRETE (MIN.) 4 / 4 4 <7 3" I.D. GALV. STEEL POSTS 1-1/4" I.D. GALV. STEEL GATE FRAME DIAGONAL TENSION WIRE xJ 1'-9" a (—) 1'-9" LOCKABLE "FORK" LATCH (LOCK AND KEY TO BE PROVIDED BY OWNER) ASPHALT PATHWAY �1LLl_1111__—iII_�II1-111:=1IC:_=1. I � I I I Ii, 14. I-1 1.-1 1=111=111=111 4000 PSI CONCRETE (TYPICAL) X31 CHAI\ LI\ 5555 SCALE: N.T.S. HSS6x6x1/4 TUBE STEEL UTILITY SUPPORT - POST (13'-0" HEIGHT MAXIMUM) EXISTING ASPHALT PAVING AS OCCURS 17 .Q 7. 24" DIAMETER CONCRETE CAISSON FOOTING - 4 ., <7 44 6 • 6 . 4 -.0111 2'-0" HSS UTILITY SUPPORT DETAIL 1 (3) #3 TIES AT TOP OF FOOTING (8) #5 BARS VERTICAL #3 TIES AT 12" O.C. D 1 8- oIs? SCALE: 1" " 1A13 S555 < GATE DETAIL 12" - GALV. POST CAP BRACKETS ® 12" 0.C. STRETCHER BAR, 3/16" x 3/4" TYPICAL 9 GAUGE GALV. CHAIN LINK FABRIC FENCING E (TWISTED BARBED ENDS) _ PROVIDE METHOD FOR SECURING GATE IN OPEN POSITION f111III.=' HOLD TOP OF CONCRETE 6" BELOW FINISH GRADE TYPICAL REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 5 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 0 1 2 4 S.555 6 NI MIN 11111111111111 N 111 SCALE: 1 /2"=1'-0" 0 6" 1 2 3 ■ MIN::;._ SCALE: 1"=1'-0" 0 3" 6" 9', 1 IIIII MI NINE =MN111111 1111111111 111111111111 ;, SCALE: 3"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 4749449 http://www.sItts-h111-englneers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 Q� BOE/A/G C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER J. Baker CHECKED 8. Leslie DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE MISC. SECTIONS AND DETAILS CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 APPROVED APPROVED TITLE STRUCTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET S555 JOB NO. W5723449 COMP NO. DWG NO. 09-053—S555 (3) TREADS AT rl 11" = 2'-9" (4) RISERS AT 6 5/8" = 2'-2 1/2" 0 4'-0" 1 1/2" DIAMETER (NOMINAL) EXTRA STRONG STEEL GUARDRAIL POST AT 5'-0" 0.0. (MAXIMUM) - SEE DETAILS 3/S556 AND 6/S556 FOR ADDITIONAL INFORMATION 20'-6" 4'-0" 4'-0" 4'-0" EDGE OF PLATFORM GRATING E\LACED GE\HATN ACCESS PLATFNN MC12x10.6 HSS2x2x1/4 TUBE STEEL SUPPORT POST, TYPICAL (8) PLACES - SEE DETAILS 4/S556 AND 5/S556 FOR ADDITIONAL INFORMATION co 0 X cV c� .:7 SCALE: N.T.S. STEEL CHANNEL. PER GSN (2) 5/8" DIAMETER THRU-BOLTS - INSTALL AT STANDARD GAGE OF STEEL CHANNEL 4"x8"x1/4" STEEL COLUMN CAP PLATE COLUV SCALE: N.T.S. FIBERGLASS GRATING PER G.S.N. 1/41/ - HSS 2x2x1/4 TUBE STEEL SUPPORT COLUMN \ CAP PLATE DETAIL L3x3x1/4 STEEL ANGLE PER PLAN - COPE TOP FLANGE AS REQUIRED STEEL PIPE HANDRAIL PER PLAN 1/2" DIAMETER BENT STEEL ROD BRACKET EACH END OF ROD, TYP. 3/16 STEEL HANDAIL TO POST ETAIL STEEL PIPE POST PER PLAN S556 'SCALE: N.T.S. S556 (2) 3/4" DIA. ANCHOR RODS - EMBED 6" AND EPDXY 1" GROUT n 1 1/2" PLAN VIEW 1/4 TYP. 1 1A131S556 7/8" DIA. HOLES FOR (4) 3/4" DIA. ANCHOR RODS - EMBED 6" AND EPDXY 1/2" THICK STEEL BASE PLATE HSS2x2x1/4 TUBE STEEL SUPPORT COLUMN PER PLAN ELEVATION VIEW SASE PLATE DETAIL 12" TYPICAL CONCRETE FOUNDATION PER PLAN SCALE: N.T.S. WELD (3) SIDES TYPICAL - USE SAME CONNECTION AT STIFFENER PLATES WHEN REQUIRED 0 w V) w —J V) 1- CL w 0 S TYPICAL STEEL TO STEEL 3EA 1 0 w V) W J 11 o_ cn o_ w 0 3EAV V DETAIL STEEL BEAM STEEL CHANNEL PER PLAN FIBERGLASS GRATING PER G.S.N. / / / / / 1/4 L3x3x1/4 STEEL ANGLE PER PLAN - COPE TOP FLANGE AS REQUIRED STEEL A\GLE TO STEEL CHA\\EL SECTIO\ SCALE: N.T.S. TOP RAIL SEAL WELD AND GRIND SMOOTH 1— SPLICE WHERE REQUIRED - LOCATED AT 1/6 SPAN (6" MIN.) 1 1/4" DIA. SCHEDULE 40 RAILS TYPICAL TOP OF GRATING BOTH PLATES - TYP. 1 1/2" DIA EXTRA STRONG POST AT 5'-0" MAX SPACING TOE KICK - SPLICED AT POST AS REQUIRED c w td - N) 3/16 V (5TYPICAL GUAM S556 SCALE: N.T.S. 3/8" STEEL SHEAR PLATE - USE 5/8" STEEL SHEAR PLATE WHERE "D" = 14" OR GREATER FOR SIZE, TYPE, AND NUMBER OF BOLTS, SEE TYPICAL BOLT SCHEDULE 1/S657 AT ONE SIDED CONNECTIONS, INSTALL 3/8" STIFFENER PLATE OPPOSITE SHEAR PLATE EDGE CLEARANCES PER THE FOLLOWING, TYPICAL U.N.O.: 3/4" DIA. OR LESS -- 1 1/4" 718" DIA. OR LESS -- 1 1/2" 1 DIA. OR LESS --- 1 3/4" SCALE: N.T.S. I ' 1 S556 SAIL DETAIL 1/4" x 4" TALL KICK PLATE FIBERGLASS GRATING PER GSN —� 3/16 STEEL CHANNEL PER PLAN 1/4" 5"x1/4" PLATE 1 1/2" DIA. X -STRONG GUARDRAIL POST, TYPICAL AT 5'-0" 0.C. MAX. 3/16 (2TYPICAL GUADAIL AT STEEL SEAN DETAIL r 56 SCALE: N.T.S. S556 NOMINAL BEAM DEPTH "D" NUMBER OF 3/4" DIA ASTM A325N BOLTS UPTO7" 2 CO 8" - 11" 2 ° 0 12" - 14" 3 15" - 17" 4 18" - 20" 5 21" - 23" 6 24" - 27" 7 28" - 32" 8 33" - 35" 9 36" 10 30LT SCHEDULE DETAIL SCALE: N.T.S. res - S556 NOTES: A. THE TYPICAL STEEL BEAM TO STEEL COLUMN OR STEEL BEAM CONNECTION CONSISTS OF SINGLE SHEAR PLATES WITH 3/4" DIA. ASTM A325N BOLTS. SHEAR PLATE THICKNESS PER DETAIL 9/S556. B. ALL BOLTS SHALL BE INSTALLED USING STANDARD HOLES PER LATEST AISC SPECIFICATIONS. b 3/16" DIA. HOLE FOR STAINLESS STEEL SELF -TAPPING SCREW (BY ERECTOR) SADDLE CLIP DETAIL SS SADDLE CLIP BY GRATING SUPPLIER SCALE: N.T.S. f3. O1S 1 10 S556 REVIEWED FOR CODE COMPLIANCE APPROVED JUN252018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 S556 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-1011-englneers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND .H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 ?1...„mffElsriem•0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENCINEER J. Baker CHECKED B. Leslie APPROVED APPROVED DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE MISC. SECTIONS AND DETAILS CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 TITLE STRUCTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET S556 JOB NO. W5723449 COMP NO. DWG NO. 09-053-S556 10:59:12 PM SMCCARTHY: 8/16/2017 CATCH BASIN GRATE PLACED OVER INSTALLED INSERT OVERFLOW BYPASS SEDIMENT ACCUMULATION RETRIEVAL STRAP (INSTALL THROUGH GRATE) CATCH BASIN INSERT ADAPTER SKIRT MANUFACTURED CATCH BASIN INSERT, SEE SHEET 7A CATCH 3ASI\ PKTECTIC\ DETAIL SCALE: N.T.S. 1 1A13, 1A14I5557 'ADA' 4" WIDE PAINT (TYP.) PAINT BACKGROUND BLUE 4" WHITE PAINT PAV 'NO—PARKING' VE\T A� <n 4" TYP. G DETAIL 'PED—MAN' PED—MAN LAYOUT' SHALL ALTERNATE AS SHOWN OMIT EDGE LINE WHERE CURB IS PRESENT 4" WHITE EDGE LINE 'PEDESTRIAN PATH' NOTES: 1. INSTALL CROSSWALK LINE IN SHOULDER AREA ONLY WHEN ADJACENT TO SIDEWALK OR SEPARATE WALKWAY. 2. CROSSWALK SHALL BE CENTERED ON PEDESTRIAN PATHWAY. 3. SEE SHEET A3 FOR PAINT STRIPING NOTES. CROSSWALK LINES ROADWAY C/L LANE C/L 1' 0 w 0 3' MAX. STOP 1' FOR 4' SHOULDERS 2' FOR WIDER SHOULDERS SEE NOTE 1 STOP LINE SHOULDER LANE LANE SHOULDER 'CROSSWALK' AND 'STOP' WHITE PAINT 'PARKING' OR 'STALL' YELLOW PAINT (TOP AND FACE OF CURB) 'FIRE LANE NO PARKING' * —SEE PLANS FOR LOCATIONS * 'FIRE LANE NO PARKING' PAVEMENT MARKING SHALL BE PAINTED IN THE LANE IN BRIGHT YELLOW BLOCK LETTERS 18—INCHES HIGH AT 50—FOOT INTERVALS OR 'FIRE LANE NO PARKING' SIGNS SHALL BE INSTALLED AT THE SAME INVERVALS 'FIRE LANE' BLACK LETTERS, 6" HIGH EVERY 20' (+/—) 'HIGH VOLTAGE POWER' ORANGE PAINT S U BLACK TEXT OVERLAY WHITE BACKGROUND 1'-4" 'SVO' OR 'NUMBER' RED SQUARE OVERLAY WHITE BACKGROUND 1'-4" 'RED SQUARE' 5" FOR UP TO 4 CHARACTERS 3" FOR 5 OR MORE CHARACTERS SCALE: N.T.S. 1)19-) ct RECEIVED CITY OF TUKWILA MAY 222018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 (2Th 1A13 S557 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 5 2010 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474.9449 http://www.sItts-hill-engineers.com/ Project No.: 18033 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 SITTS BKL 05.15.18 ffsENG m a�- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER J. Baker CHECKED B. Leslie APPROVED APPROVED DATE 03.13.18 03.13.18 03.13.18 03.13.18 SUBTITLE MISC. SECTIONS AND DETAILS CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 TITLE STRUCTURAL UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET S557 JOB NO. W5723449 COMP NO. DWG NO. 09-053-S557 MECHANICAL ABBREVIATIONS SYMBOL DESCRIPTION A MV AD ADD AF AFF AP AUD AVG BI BDD BFP BHD BHP BOD BOP BOS BTU BTU H BW C Cv `C CAP CC CCW CFM CI CONN CPLG CW DA DB DBD DIA, DN DS DWG dB EA EAT EFF ELL ELEV, EL ESP EVAP EWT EXH EXIST EXT `F FC FLR FOB FOF FOIL FOT FPM FS FT FV GAL GPM GALV GA HC HD HORIZ HP HPC HR HVAC ID IE IGV IN KW KVA LAT LBS, # LWT MA MAX MBH MCC MIN MOV MTD, MTG ANCHOR AUTOMATIC AIR VENT ACCESS DOOR ANGULAR DOWN DISCHARGE AIR FOIL WHEEL ABOVE FINISHED FLOOR ACCESS PANEL ANGULAR UP DISCHARGE AVERAGE BACKWARD INCLINED WHEEL BACK DRAFT DAMPER BACKFLOW PREVENTER BOTTOM HORIZONTAL DISCHARGE BRAKE HORSE POWER BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM OF STEEL BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR BUTTWELD COMMON FLOW COEFFICIENT TEMPERATURE — DEGREES CELSIUS CAPACITY COOLING COIL COUNTER CLOCKWISE ROTATION CUBIC FEET PER MINUTE CAST IRON CENTER LINE CONNECTION COUPLING CLOCKWISE ROTATION DIRECT ACTING DRY BULB TEMPERATURE DOWN BLAST DISCHARGE DIAMETER DOWN DOWNSPOUT DRAWING DECIBELS EXHAUST AIR / EACH ENTER AIR TEMPERATURE (`F) EFFICIENCY ELBOW ELEVATION EXTERNAL STATIC PRESSURE EVAPORATOR ENTERING WATER TEMPERATURE EXHAUST EXISTING EXTERIOR / EXTERNAL TEMPERATURE — DEGREES FAHRENHEIT FORWARD CURVE WHEEL FLOOR FLAT ON BOTTOM FACE OF FLANGE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FLAT ON TOP FEET PER MINUTE FLOW SWITCH FEET FACE VELOCITY FPM GALLONS GALLONS PER MINUTE GALVANIZED GAGE, GAUGE HEATING COIL HEAD — FEET OF WATER HORIZONTAL HORSEPOWER HIGH PRESSURE CONDENSATE HOUR HEATING, VENTILATING AND AIR CONDITIONING INSIDE DIAMETER INVERT ELEVATION INLET GUIDE VANE INCHES KILOWATT KILOVOLT—AMPERE LEAVING AIR TEMPERATURE (`F) POUNDS LEAVING WATER TEMPERATURE (`F) MIXED AIR MAXIMUM HEAT CAPACITY BTU PER HOUR X 1000 MOTOR CONTROL CENTER MINIMUM MOTOR OPERATED VALVE MOUNTED, MOUNTING MECHANICALABBREVIATIONS SYMBOL DESCRIPTION NC NIC NO NTS NPSH OA OBD OF OS&Y OD PBD PD/o P POS PRESS PRV PS PSIG PSV RA RECT REF RH RM ROT RPM RQD RTN SA SCFM SHC SHF SO SOV SP SQ SS STL SW SUCT SV TDH TEMP TH THC THD THRD TOD TOS TOP TP TS TSP TV TYP UBD VAV VD VP VERT VIA VTR WB W�W NOTES: NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN / NUMBER NOT TO SCALE NET POSITIVE SUCTION HEAD OUTSIDE AIR OPPOSED BLADE DAMPER OVERFLOW OUTSIDE SCREW AND YOKE OUTSIDE DIAMETER PARALLEL BLADE DAMPER PRESSURE DROP OR DIFFERENTIAL PRESSURE POSITION PRESSURE PRSSURE REGULATING VALVE PRESSURE SWITCH PRESSURE — POUNDS PER SQUARE INCH, GAUGE PRESSURE RELIEF (SAFETY) VALVE REVERSE ACTING (CONTROLLER) / RETURN AIR RECTANGULAR REFERENCE RELATIVE HUMIDITY ROOM ROTATION REVOLUTIONS PER MINUTE REQUIRED RETURN SUPPLY AIR CUBIC FEET OF AIR, AT STANDARD CONDITIONS SENSIBLE HEAT CAPACITY SENSIBLE HEAT FACTOR SCREENED OPENING SOLENOID OPERATED VALVE STATIC PRESSURE SQUARE STAINLESS STEEL STEEL SOCKET WELD SUCTION SAFETY RELIEF VALVE TOTAL DYNAMIC HEAD (FEET OF WATER) TEMPERATURE TOTAL HEAD (FEET OF WATER) TOTAL HEAT CAPICITY TOP HORIZONTAL DISCHARGE THREADED TOP OF DUCT TOP OF STEEL TOP OF PIPE TOTAL PRESSURE TEMPERATURE SWITCH TOTAL STATIC PRESSURE TURNING VANE TYPICAL UP BLAST DISCHARGE VARIABLE AIR VOLUME VOLUME DAMPER VELOCITY PRESSURE VERTICAL VENT TO ATMOSPHERE VENT THROUGH ROOF WET BULB TEMPERATURE WATER GAUGE (INCHES OF WATER) WITH 1. DESIGNATES APPEARING EQUIPMENT SCHDSTSERAWINGSSATN 0M15-6 FOR DESCRIPION. 2. SEE DRAWING M 1 B FOR ABBREVIATIONS OF PIPING, IDENTIFICATIONS AND SPECIALTIES. 3. SEE CONTROL SCHEMATIC(S) FOR ADDITIONAL ABBREVIATIONS AND SYMBOLS RELATING TO CONTROL SYSTEMS. 4. DIFFUSERS WITHOUT ARROWS TO INDICATE AIR FLOW DIRECTION ARE FOR FLOW IN ALL DIRECTIONS (TWO DIRECTIONS FOR LINEAR DIFFUSERS). ARROWS ARE USED TO INDICATE DESIRED AIR FLOW DIRECTIONS IN OTHER CASES. PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED • FSi consulting engineers Seattle, Washington Solutions & Service GENERAL CONSTRUCTION NOTES 1. PLANS ARE DIAGRAMMATIC AND DO NOT SHOW ALL BRANCHES, VALVES, SPECIALTIES AND EQUIPMENT. 2. ALL PIPING, VALVES AND EQUIPMENT ARE TO BE REMOVED IN DEMOLITION AREAS. 3. VALVES INDICATED FOR SHUT—OFF ISOLATION ARE SHOWN IN APPROXIMATE LOCATIONS. REFER TO REFERENCED BLDG. DRAWINGS FOR DETAILED SYSTEMS. 4. FIELD VERIFY EXACT LOCATIONS VALVES, EQUIPMENT AND PIPING. 5. CONTRACTOR TO VERIFY SYSTEM SHUT DOWN PRIOR TO ANY REMOVAL WORK. 6. CONTRACTOR TO RE—OPEN VALVES AFTER COMPLETION OF REMOVAL, CAP, & CUT TO RESTORE SYSTEM OPERATION WHERE REQUIRED. 7. SYSTEM SHUT DOWN REMOVAL, CUT & CAP SHALL ONLY BEGIN AFTER NEW, RE—ROUTED SYSTEM IS IN PLACE FOR SERVICE CONTINUITY WHERE REQUIRED. 8. ALL SYSTEMS SHALL BE DRAINED AND DISPOSAL OF FLUIDS HANDLED AS REQUIRED PER BOEING STANDARDS. 9. MECHANICAL DRAWINGS SHOW DISCONNECT AND RECONNECT POINTS AT THE PROJECT'S BOUNDARIES. AN ATTEMPT WAS MADE TO SHOW MAJOR MECHANICAL UTILITY WORK WITHIN THE PROJECT'S BOUNDARIES. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL/DISPOSAL OF ALL MECHANICAL WORK WITHIN THE PROJECT'S BOUNDARY. ENERGY CODE COMPLIANCE NOTES 1. BALANCE ALL HVAC SYSTEMS IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE 2015 EDITION, GENERALLY ACCEPTED ENGINEERING STANDARDS AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SEE SPECIFICATION SECTION 23 05 93 AND ALL OTHER APPLICABLE SPECIFICATION SECTIONS. 2. ALL MECHANICAL EQUIPMENT SHALL BE LISTED AND APPROVED BY A TESTING AGENCY. 3. ALL DUCTWORK SHALL BE CONSTRUCTED AND SEALED PER IMC, C402 LEAKAGE REQUIREMENTS AND IBC VAPOR RETARDER REQUIREMENTS. SEE SPECIFICATIONS FOR MORE INFORMATION. bi 9-oIt SYM REVISION - ACAL/ASIC LAB RELOCATION 12787 RECORD DRAWING 12787 A UT17 AND H3 SERVER MIGRATION W5723449 BY SAZAN/SS SAZAN/SS FSi APPROVED DATE SYM REVISION BY APPROVED DATE AWL 07.12.12 08.13.13 05.15.18 05.15.18 SIGHED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED ENGINEER CHECKED SUBTITLE ISSUED FOR PERMIT MAY 15, 2018 LEGEND, ABBREVIATIONS, AND NOTES RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER 49.4A Ai7z. CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 APPROVED APPROVED TITLE MECHANICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET MOA M1 JOB NO. 12787 COMP NO. DWG NO. 09-053—MOA MECHANICAL LEGEND MECHANICAL LEGEND SYMBOL FCO DESCRIPTION —I RAI— FLOOR CLEAN OUT GENERAL SPRINKLER LINE SI NEW WORK SANITARY WASTE BELOW GRADE OR FLOOR —ISANI— SANITARY WASTE ABOVE GRADE OR FLOOR —ISTMI— EXISTING WORK LATERAL STORM DRAIN ///////// ISI EXISTING TO BE REMOVED VACUUM —H VAC I— __--HIDDEN ----IVI---- OR BELOW GRADE GATE VALVE, OPEN / CLOSED -41 -f CROSSING LINES, NO CONNECTION PPE FITTINGS X -0 PIPING MATERIAL CHANGE, X TO Y CONNECTING LINES HA U I>I D EQUIPMENT MARK NUMBER I I GLOBE VALVE, OPEN / CLOSED PUMP GYM L -41-- i 100 CFM WELDED FITTING ___141___ PRESSURE REGULATING VALVE INSULATED PIPE --6 9— PETCOCK PIPE TEE, OUTLET UP OR TOWARD --6_--S— 1)14 INSULATED PIPE WITH ELECTRIC HEAT TRACING -0- --SIF— POINT OF CONNECTION SOLENOID OPERATED VALVE PIPE CROSS 1$1 M11 +R PIPE IDE \TIFICATION COMPRESSED AIR, PLANT PIPE ELBOW, 90' LONG RADIUS A 1 PIPE ELBOW, REDUCING ACID WASTE AWI PIPE ELBOW, 45' I —F0 --IC M CONDENSATE RETURN (GRAVITY) BALL VALVE, OPEN / CLOSED OE PIPE CAP SCREWED OR SOLDER JOINT CHEMICAL FEED CFI PIPE CAP, WELDED OR GROOVED D (i'V —HCHWRI- 11 CHILLED WATER RETURN PIPE PLUG 14 CHILLED WATER SUPPLY -I CHWS I- PLUG VALVE / STOP COCK PIPE REDUCER CONCENTRIC —ICRVI— —1:3 CORROSION RESISTANT VENT —ICRWI— CORROSION RESISTANT WASTE PIPE ANCHOR X COOLING TOWER FILTER RETURN -I CTFRI- / 112 SPRING HANGER -ICTFSI- WAY EARTHQUAKE BRACING COOLING TOWER FILTER SUPPLY COIL 11 COOLING TOWER RETURN MEM EXPANSION JOINT EMCS DIRECTION OF FLOW --4-4 SLOPE COOLING TOWER SUPPLY —ICTSI— B 71- HOSE BIBB *- FHB DOMESTIC COLD WATER P ICW WASTE FITTINGS THERMOMETER, LINE MOUNT FLOOR DRAIN 0 DEIONIZED WATER DI] FLOOR SINK QH 0 FS olumnamTp DISTILLED WATER ILLI WASTE RECEPTOR, ROOF 46 / � FUNNEL FLOOR DRAIN rri 0 FIRE LINE, AHEAD OF ALARM VALVE ORD (OFD) ROOF DRAIN (OVERFLOW DRAIN - ROOF) S&01 SAND AND OIL INTERCEPTOR FUEL OIL RETURN IT�T;1 WALL CLEAN OUT C = NO HEAT COIL Al D = DUAL DUCT L.Wili FLOW METER, VENTURI TYPE FUEL OIL SUPPLY — FOSI— T —IFOVI— FUEL OIL VENT O VALVE BOX 400 AUTOMATIC FLOW CONTROL VALVE NATURAL GAS 101 Mi EE -----11. SOUND ATTENUATOR REFRIGERANT HOT GAS DISCHARGE IIGDI (!..t9-1CENTRIFUGAL FAN, INLET GUIDE VANES F44-- —'vH FLEXIBLE DUCT T CONDENSATE RETURN (PRESSURE) STEAM TRAP IIPR A VACUUM DROP (LAB VAC) OV STEAM SUPPLY (HIGH PRESS, 125-250 PSIG) —H HPSI I "I VACUUM CLEANING OUTLET DOMESTIC HOT WATER SUPPLY RISER IIWI VALVE IN (TYPE SPECIFIED) —IHWCI— DOMESTIC HOT WATER CIRCULATING HEATING WATER RETURN IIIWR HEATING WATER SUPPLY —IHWS --IIAI INSTRUMENT AIR INDIRECT DRAIN IID —iIWI INDUSTRIAL WASTE ----MPG' LIQUID PETROLEUM GAS —ILPSH— STEAM SUPPLY (LOW PRESS, 0-15 PSIG) STEAM SUPPLY (MEDIUM PRESS, 15-125 PSIG) —H MPSI— CONDENSATE RETURN (PUMPED) PR PROCESS WATER IPW REFRIGERANT DISCHARGE IRDI REFRIGERANT LIQUID IRL) REFRIGERANT SUCTION (GAS) IRS MECHANICAL LEGEND SYMBOL DESCRIPTION FCO RAIN WATER LEADER —I RAI— FLOOR CLEAN OUT SPRINKLER HEAD, UPRIGHT, NEW SPRINKLER LINE SI --ISANI-- SANITARY WASTE BELOW GRADE OR FLOOR —ISANI— SANITARY WASTE ABOVE GRADE OR FLOOR —ISTMI— STEAM SUPPLY LATERAL STORM DRAIN --I STS I-- ISI SANITARY WYE AND 1/8TH BEND VACUUM —H VAC I— ----IVI---- VENT GATE VALVE, OPEN / CLOSED -41 -f ANGLE GLOBE VALVE, ELEVATION / PLAN PPE FITTINGS X Y PIPING MATERIAL CHANGE, X TO Y ( I>I D SCREWED FITTING OR AS SPECIFIED I I GLOBE VALVE, OPEN / CLOSED FLANGED FITTING q q L -41-- i 100 CFM WELDED FITTING ___141___ PRESSURE REGULATING VALVE PIPE TEE, STRAIGHT 1-I-1 —F01 PETCOCK PIPE TEE, OUTLET UP OR TOWARD FH MOHFIRE 1)14 PIPE TEE, OUTLET DOWN OR AWAY a I --SIF— PIPE UNION SOLENOID OPERATED VALVE PIPE CROSS 1$1 M11 +R PIPE ELBOW, 90' SHORT RADIUS 101 PIPE ELBOW, 90' LONG RADIUS DRY PIPE VALVE 1 PIPE ELBOW, REDUCING ALV PIPE ELBOW, 45' I —F0 PIPE ELBOW, TURNED UP OR TOWARD M PIPE ELBOW, TURNED DOWN OR AWAY BALL VALVE, OPEN / CLOSED OE PIPE CAP SCREWED OR SOLDER JOINT FLOW SWITCH BUTTERFLY VALVE PIPE CAP, WELDED OR GROOVED D (i'V BLIND FLANGE 11 THRUST BLOCK PIPE PLUG 14 Ip REDUCING PIPE FLANGE 111 PLUG VALVE / STOP COCK PIPE REDUCER CONCENTRIC 0 —1:3 WALL INDICATOR VALVE, PLAN / ELEVATION PIPE REDUCER ECCENTRIC HALON SYSTEM AUTOMATIC DISCHARGE STATION PIPE ANCHOR X QUICK OPENING VALVE PIPE HANGER / 112 SPRING HANGER UNIT HEATER, HORIZONTAL WAY EARTHQUAKE BRACING PIPE GUIDE COIL 11 FLEXIBLE PIPE CONNECTION IIID I EXPANSION JOINT EMCS DIRECTION OF FLOW --4-4 SLOPE DIRECTION OF SLOPE, DOWN AUTOMATIC AIR VENT (WITH DRAIN) B 71- HOSE BIBB *- FHB NON FREEZE HOSE BIBB P 11 WASTE FITTINGS THERMOMETER, LINE MOUNT FLOOR DRAIN 0 FD THERMOMETER, SEPARABLE WELL MOUNT FLOOR SINK QH 0 FS olumnamTp TRENCH DRAIN Om WASTE RECEPTOR, ROOF 46 / � FUNNEL FLOOR DRAIN $H I{ 0 FFD ORD (OFD) ROOF DRAIN (OVERFLOW DRAIN - ROOF) S&01 SAND AND OIL INTERCEPTOR O O --IWCO WALL CLEAN OUT MECHANICAL LEGE\D SYMBOL DESCRIPTION FCO FLEXIBLE DUCT CONNECTION O FLOOR CLEAN OUT SPRINKLER HEAD, UPRIGHT, NEW O lC0 CLEAN OUT, EXPOSED —I,1. WASTE PIPING BEND SPRINKLER HEAD, PENDENT, OFFSET, NEW INk LATERAL 0 ISI SANITARY WYE AND 1/8TH BEND 100OR SPRINKLER HEAD, DRY PENDENT PIPING SPECIALTIES -DQ-/ GATE VALVE, OPEN / CLOSED -41 -f ANGLE GLOBE VALVE, ELEVATION / PLAN w% GATE VALVE OUTSIDE SCREW AND YOKE EXISTING SPRINKLER HEADS (REMOVE) FIRE HOSE CABINET I>I D GATE VALVE WITH HOSE CONNECTION D -D01-70 i GLOBE VALVE, OPEN / CLOSED FDC Y BALANCE L -41-- i 100 CFM VALVE PLUG ___141___ PRESSURE REGULATING VALVE ' PRESSURE RELIEF VALVE / SAFETY VALVE PETCOCK 01 FH MOHFIRE 1)14 ® ASR AUTOMATIC SPRINKLER RISER BALANCE VALVE WITH METERING PORTS WMG SOLENOID OPERATED VALVE ---4511 M11 MOTOR OPERATED VALVE ELECTRIC BELL 101 DRY PIPE VALVE — SWING CHECK VALVE WITH FLOW ALV -11-/ LIFT CHECK VALVE M -140-/ BALL VALVE, OPEN / CLOSED OE FLOW SWITCH BUTTERFLY VALVE GC WAY CONTROL (i'V 2 VALVE J THRUST BLOCK 3 WAY CONTROL VALVE PIV POST INDICATOR VALVE, YARD 111 PLUG VALVE / STOP COCK FLOAT VALVE RETURN/RELIEF GRILLE, CEILING TYPE, WALL INDICATOR VALVE, PLAN / ELEVATION O HALON SYSTEM AUTOMATIC DISCHARGE STATION IcI QUICK OPENING VALVE 1 ---4T-- WYE STRAINER (WITH DRAIN VALVE) UNIT HEATER, HORIZONTAL WAY EARTHQUAKE BRACING OUNIT le COIL COOLING CHILLED WATER SUPPLY AIR FLOW DIRECTION CO\TROLS EMCS --4-4 HEATING COIL - AAV AUTOMATIC AIR VENT (WITH DRAIN) --AMAV MANUAL AIR VENT (WITH DRAIN) X PRESSURE GAUGE WITH VALVE P 11 0 THERMOMETER, LINE MOUNT A P DIFFERENTIAL PRESSURE TRANSMITTER 0 THERMOMETER, SEPARABLE WELL MOUNT RCU QH REMOTE CONTROL UNIT TEST PLUG II TEMPERATURE TRANSMITTER LS, / ® AIR DROP, SIMPLEX / DUPLEX 46 / � AIR OUTLET - HARD PIPE, SIMPLEX / DUPLEX $H I{ PETE'S PLUG, WITH BALL VALVE MAIN CONTROL AIR 20 PSIG DUCT TYPE HEAT DETECTOR TRAP SEAL PRIMER VALVE ME: CHANI CAL LEGEND —JBFPJ— BACKFLOW PREVENTER C = NO HEAT COIL Al D = DUAL DUCT L.Wili FLOW METER, VENTURI TYPE ----1=1 T TRAP, FLOAT O VALVE BOX 400 AUTOMATIC FLOW CONTROL VALVE Mi EE -----11. SOUND ATTENUATOR (NUMBER INDICATES GPM) CENTRIFUGAL FAN (!..t9-1CENTRIFUGAL FAN, INLET GUIDE VANES F44-- —'vH FLEXIBLE DUCT T STEAM TRAP A VACUUM DROP (LAB VAC) OV VACUUM OUTLET (LAB VAC) HARD PIPED I "I VACUUM CLEANING OUTLET RISER fel VALVE IN (TYPE SPECIFIED) PROFESSIONAL STAMP & SIGNATURE APPLIES, TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED MECHANICAL LEGE\D SYMBOL DESCRIPTION HVAC 24/12 24/12 1 RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN 24/11.<12 DUCT SHOWN IN SECTION, ARROW POINTS TO SIDE CALLED OUT FIRST h 241 9 241 ROUND DUCT, NUMBER INDICATES DIAMETER b 24/12} 9 24/121 OVAL DUCT, FIRST HUMBER INDICATES MAJOR DIAMETER, SECOND NUMBER INDICATES MINOR DIAMETER 'H_L< SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING TOWARDS r \ / I x L / \ SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING AWAY EXHAUST, RETURN OR SUPPLY AIR DUCT ROUND , ELBOW FACING TOWARDS EXHAUST, RETURN OR SUPPLY DUCT, ROUND, ELBOW FACING AWAY EXHAUST AIR OR RETURN AIR DUCT SQUARE OR RECTANGULAR, ELBOW FACING TOWARDS EXHAUST AIR OR RETURN AIR DUCT, SQUARE OR RECTANGULAR, ELBOW FACING AWAY TRANSITION RECTANGULAR TO RECTANGULAR TRANSITION AT TAKE OFF TRANSITION SQUARE OR RECTANGULAR TO ROUND OR OVAL UP DOWN DUCT OFFSET UP OR DOWN OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER VOLUME DAMPER DUCT DAMPER, MOTOR OPERATED (ELECTRIC OR PNEUMATIC) BACK DRAFT DAMPER (ALLOWS FLOW IN DIRECTION OF ARROW) AD OR AP ,f ACCESS DOOR (AD) OR ACCESS PANEL (AP) t FD FD 1 FIRE DAMPER ( 1 HOUR ) f FD2 :FD2 1 FIRE DAMPER ( 2 HOUR ) RECTANGULAR DUCT, SQUARE ELBOW WITH TURNING VANES RECTANGULAR DUCT, RADIUS VANED ELBOW EXTRACTION GRID CO SENSOR CO2 SENSOR MECHANICAL LEGEND \IECHA\ICAL LEGEND SYMBOL DESCRIPTION FLEXIBLE DUCT CONNECTION FIRE PROTECTION SPRINKLER HEAD, UPRIGHT, NEW O SPRINKLER HEAD, PENDENT, IN LINE, NEW 1%1 SPRINKLER HEAD, PENDENT, OFFSET, NEW y SPRINKLER HEAD, SIDEWALL, PENDENT, NEW 0 SPRINKLER HEAD, SIDEWALL, UPRIGHT, NEW 100OR SPRINKLER HEAD, DRY PENDENT SPRINKLER HEAD, OVER AND UNDER EXISTING SPRINKLER HEADS (TO REMAIN) w% EXISTING SPRINKLER HEADS (REMOVE) FIRE HOSE CABINET FHC SCREENED OPENING AND CFM AIR FLOW FDC Y FIRE DEPARTMENT CONNECTION, WALL TYPE L -41-- i 100 CFM FDC.cr FIRE DEPARTMENT CONNECTION, YARD TYPE FDC FIRE DEPARTMENT CONNECTION, FLUSH U FH FIRE HYDRANT - 2 HOSE OUTLET FH MOHFIRE HYDRANT -''2 HOSE OUTLET AND PUMPER CONNECTION ® ASR AUTOMATIC SPRINKLER RISER 11---'11 WMG WATER MOTOR GONG 'N ELECTRIC BELL 101 DRY PIPE VALVE 410 CFM ALV ALARM VALVE, WET KA M MONITOR SWITCH OE FLOW SWITCH GC CSC GROOVED COUPLING, GROOVED CAP ---it. J THRUST BLOCK PIV POST INDICATOR VALVE, YARD }WIV_.__X RETURN/RELIEF GRILLE, CEILING TYPE, WALL INDICATOR VALVE, PLAN / ELEVATION O HALON SYSTEM AUTOMATIC DISCHARGE STATION IcI HALON SYSTEM, MANUAL DISCHARGE STATION 1 2 WAY EARTHQUAKE BRACING X4 UNIT HEATER, HORIZONTAL WAY EARTHQUAKE BRACING OUNIT le HEATER, VERTICAL PROJECTION SUPPLY AIR FLOW DIRECTION CO\TROLS EMCS ENERGY MANAGEMENT CONTROL SYSTEM MCC MOTOR CONTROL CENTER THERMOSTAT, WALL ON MOTOR OPERATOR P T PRESSURE TRANSMITTER THERMOSTAT, CEILING A P DIFFERENTIAL PRESSURE TRANSMITTER THERMOSTAT, REMOTE, CEILING RCU QH REMOTE CONTROL UNIT Q TEMPERATURE TRANSMITTER © . © ■ OPERATOR WITH POSITIVE POSITIONER 4 D FILTER DIFFERENTIAL PRESSURE SENSOR/TRANSMITTER Q MAIN CONTROL AIR 20 PSIG DUCT TYPE HEAT DETECTOR 4 ME: CHANI CAL LEGEND 1ST CHARACTER: V = VARIABLE AIR VOLUME TERMINAL UNIT 2ND CHARACTER: F = FAN POWERED UNIT C = SHUTOFF UNIT 3RD CHARACTER: E = ELECTRIC HEAT W = HOT WATER HEAT C = NO HEAT COIL Al D = DUAL DUCT L.Wili MARK NUMBER PROFESSIONAL STAMP & SIGNATURE APPLIES, TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED MECHANICAL LEGE\D SYMBOL DESCRIPTION HVAC 24/12 24/12 1 RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN 24/11.<12 DUCT SHOWN IN SECTION, ARROW POINTS TO SIDE CALLED OUT FIRST h 241 9 241 ROUND DUCT, NUMBER INDICATES DIAMETER b 24/12} 9 24/121 OVAL DUCT, FIRST HUMBER INDICATES MAJOR DIAMETER, SECOND NUMBER INDICATES MINOR DIAMETER 'H_L< SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING TOWARDS r \ / I x L / \ SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING AWAY EXHAUST, RETURN OR SUPPLY AIR DUCT ROUND , ELBOW FACING TOWARDS EXHAUST, RETURN OR SUPPLY DUCT, ROUND, ELBOW FACING AWAY EXHAUST AIR OR RETURN AIR DUCT SQUARE OR RECTANGULAR, ELBOW FACING TOWARDS EXHAUST AIR OR RETURN AIR DUCT, SQUARE OR RECTANGULAR, ELBOW FACING AWAY TRANSITION RECTANGULAR TO RECTANGULAR TRANSITION AT TAKE OFF TRANSITION SQUARE OR RECTANGULAR TO ROUND OR OVAL UP DOWN DUCT OFFSET UP OR DOWN OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER VOLUME DAMPER DUCT DAMPER, MOTOR OPERATED (ELECTRIC OR PNEUMATIC) BACK DRAFT DAMPER (ALLOWS FLOW IN DIRECTION OF ARROW) AD OR AP ,f ACCESS DOOR (AD) OR ACCESS PANEL (AP) t FD FD 1 FIRE DAMPER ( 1 HOUR ) f FD2 :FD2 1 FIRE DAMPER ( 2 HOUR ) RECTANGULAR DUCT, SQUARE ELBOW WITH TURNING VANES RECTANGULAR DUCT, RADIUS VANED ELBOW EXTRACTION GRID CO SENSOR CO2 SENSOR MECHANICAL LEGEND FLEXIBLE DUCT CONNECTION SIDEWALL SUPPLY AIR DIFFUSER, GRILLE, REGISTER AND CFM AIR FLOW 100OR SIDEWALL RETURN/EXHAUST AIR GRILLE OR REGISTER AND AIR FLOW 1L ..E�� 100 CFM SCREENED OPENING AND CFM AIR FLOW IL L -41-- i 100 CFM SUPPLY OUTLET, CEILING TYPE, DIFFUSER OR GRILLE, SQUARE OR RECTANGULAR AND CFM AIR FLOW (SEE NOTE 4) ILI (r -.,1 $� 400 CFM 11---'11 SUPPLY OUTLET, CEILING TYPE, ROUND AND CFM AIR FLOW (SEE NOTE 4) 410 CFM LINEAR RODDIFFUSER AND CFM AIR FLOW 100 CFM RETURN/EXHAUST REGISTER OR GRILLE, CEILING DUCT TYPE AND CFM AIR FLOW ..f-/ ir iJ J E 100 CFM RETURN/RELIEF GRILLE, CEILING TYPE, i ' _.___Nr__NON-DUCTED -3.- UNIT HEATER, HORIZONTAL OUNIT le HEATER, VERTICAL PROJECTION SUPPLY AIR FLOW DIRECTION ___N____n' RETURN, OUTSIDE OR EXHAUST AIR FLOW DIRECTION 0 THERMOSTAT, WALL ON NIGHT THERMOSTAT T THERMOSTAT, CEILING R THERMOSTAT, REMOTE, CEILING QH HUMIDISTAT, WALL H HUMIDISTAT CEILING 4 D DUCT TYPE SMOKE DETECTOR LID DUCT TYPE HEAT DETECTOR 4 STATIC PRESSURE REGULATOR T H TEMPERATURE SENSOR , HUMIDITY SENSOR, DUCT MOUNTED LINED DUCT EE -----11. SOUND ATTENUATOR 0 CENTRIFUGAL FAN (!..t9-1CENTRIFUGAL FAN, INLET GUIDE VANES F44-- —'vH FLEXIBLE DUCT b(BH ois? ramie FSi consulting engineers Seattle, Washington Solutions & Service ISSUED FOR PERMIT MAY 15, 2018 SEpi 'gip" 1 1T'�N 01/470 -QuRip RECEIVED CITY OF TUKWILA MAY 2 2 2018 ERv11T CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - ACAL/ASIC LAB RELOCATION 12787 RECORD DRAWING 12787 SAZAN/SS SAZAN/SS 07.12.12 08.13.13 A UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 05.15.18 Q� BOE/NG c-- SICNSD ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE MECHANICAL LEGEND CURRENT REVISIO ° SYMBOL W5723449 A DATE 05.15.18 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 09-53 DEV. CENTER, WA SHEET MOB M2 JOB NO. 12787 COMP NO. DWG NO. 09-053—MOB FOR ENLARGED PLAN OF THE AREA BELOW LAY -IN CEILING, SEE 1M13 M450 0 0 C5> 0 (71 1M13 1M451 0 / CD \ 350 CFM 4 14/12 1M13 M500 26/16 UP 36/24 UP 26/4 14L8 L—J 270 CFM T. 16-1 L i C 300 CF -1200 CFM F -d F -HI L _J 26 14 A _L _L_ L TCHLINE SEE SHEET 180 CFM (TYP 5) 700 CFM (TYP 2) 150 150 CFM (TYP 10X1 BB.5 BB CFM H AA CD 150 2 CFM C � (TP0CFM C1 200 CD CFM 6 10X8 SYM REVISION BY APPROVED DATE SYM REVISION (TYP ) 2 FLOO *LA SCALE: 1/8"= V-0" ALIN lp 1 BY REMOVAL APPROVED DATE A R1 LAB REVISION MJC KMR/LL 9.7.90 F ADD DETAIL 1/1M451 9686868 HARR 01/27/10 B RELOCATE DUCT TO CLEAR DOOR MJC KMR/RB 12.10.90 G MODIFY BR&T COMPUTING LAB 10697207 M.WONG RWS 06.17.10 C RECORD DRAWING MJC KMR/RB 8.30.91 H INSTL DROPPED CEILINGS RMS 12BB3 & 11AA4 10428-10 HARR 09/07/11 D REFEED 4 EXIST. DIFF. @ CC -5.5 170051 RAD RWS DEVELOPMENT LAB — RECORD SET 9-12061 WH GV 02.14.14 E RELOC NCO LAB 12011000 RWS RWS 08.27.03 J UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 05.15.18 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Q,�BOE/NGS 6 FSi consulting engineers Seattle, Washington ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED Solutions & Service DRAWN DATE SUBTITLE L. DEWALT CHECKED D. MEYER 18-0159 LEGE\D GE\FP,L \OTES 1. SOUND -LINE ALL RECTANGULAR DUCTWORK. DUCT DIMENSIONS SHOWN ARE NET INSIDE DIMENSIONS. 2. DISCHARGE DUCTS FROM VAV TERMINAL UNITS TO BE SIZED PER SCHEDULE ON SHEET M3. SECURE PENETRATION. SEE DETAIL SECURE PENETRATION. SEE DETAIL FLAG NOTE SYMBOL SHOWN ON SECURE TYP SIDE OF WALL. TYP M501 SECURE PENETRATION. SEE DETAIL FLAG NOTE SYMBOL SHOWN ON SECURE TYP SIDE OF WALL. M501 6. FOR SYMBOLS AND ABBREVIATIONS, REFER TO SHEETS M1 AND M1-1. 7. GENERAL NOTES ON SHEET M2 SHALL APPLY. 8 > FOR TERMINAL UNIT DIAGRAM, SEE 1M13 M312 HFEH\CE . AWI\GS M501 BEV OVAL \OTES: REMOVE DIFFUSERS/GRILLES AND DUCTWORK BACK TO MAIN TRUNK. COORDINATE ALL WALL PATCHING WITH ARCHITECTURAL. REMOVE VAV AND PROTECT DUCTWORK FOR CONNECTION. REMOVE DIFFUSER/GRILL AND PROTECT DUCTWORK FOR RECONNECTION. 10'3 11 109 Q p 00414©000 I //./ /4 1 A.4 BB TIN G BL DG 9- 53 J RECEIVED KEY PLAN CITY OF TUK'WR Oro SCALE ISSUED FOR PERMIT MAY 15, 2018 FIRST FLOOR HVAC PLAN - NORTH MAY 222018 PERMIT CENTER. ApR vAi1TAND kW, e W 8 4 0 2 4 16 SCALE: 1/8" = APPROVED BY DEPT. DATE ENGINEER D. MEYER CHECKED K. RAMSEY APPROVED K. RAMSEY APPROVED L.LAW 5.17.90 TITLE MECHANICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53.1 COL. A-CC/1-6 DEV. CENTER, WA SHEET 3449 SYMBOL 1M13R 1,-0" DATE 05.15.18 M3 JOB NO. 89065 COMP NO. DWG NO. 9-53.1-1M13R 0 0 0 0 F-1 F --H F---1 F --H F --H F --H F --H F - -I F --H L_J F --H F --H F --H L_J 3" i 111 L_J P T F- -I F- to B 1M11 M500 '1' '1' el CHWS T-111 CHWR -+v►)< 0 6"CHWR UP 2 1 /2"H WR UP 2 1 /2"HWS UP 1 EXPANSION JOINT (TYP) T FLO3 11 - BB 5 — 8"CHWR EXISTING CH WS CHWR cc NSORI _LJ UNDER THE RAISED FLOOR 1 1 1 1 1 1 1 1 L_L_1__L L J J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L _1_ _L _J__ __L_ J DP 3"HWS & R SEE SHEET M212 FOR CONTINUATION PLA\ SCALE: 1/8"= 1'-0" 3" EARTHQUAKE BRACING (TYP) REMOVAL H �H H PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED BB.5 BB • FSi consulting engineers Seattle, Washington Solutions & Service SYM A B REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE R1 LAB REVISION MOVED PIPES FROM STAIRWAY C RECORD DRAWING D DEVELOPMENT LAB - RECORD SET 12787 E UT17 AND H3 SERVER MIGRATION W5723449 MJC MJC MJC WH FSi KMR/LL KMR /RB KMR /RB GV AWL 9.7.90 10.25.90 8.30.91 02.14.14 05.15.18 Q�BOE/N! SICNID ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L.DE WALT DATE CHECKED D.MEYER SUBTITLE LEGE\3 CRAC CHWR CHWS COMPUTER ROOM AIR CONDITIONING UNIT CHILLED WATER RETURN CHILLED WATER SUPPLY GE\E�AL \OTES CONNECT TO EXISTING 8"CHWR AT FLANGE. NOT USED FOR SHIELDING SEE SHEET A517. 4 NOT USED EFEE \CE 3AWI\GS vOVAL \OTES: REMOVE CR12BB1 AND DISPOSE OF UNIT. REMOVE CHWS & CHWR BELOW RAISED FLOOR BACK TO VALVES. °MI Fa PER,�Rq d4ApRp qND RF �'qC ISSUED FOR PER�if'IP MAY 15, 2018 FIRST FLOOR PLUMBING - NORTH CO ®CD00®®0 00 EN EXISTING BLDG 9-53 RECEIVED PLAN CITY OF 1 A1E MAY 2 2 2018 PERMIT CENTER CD SCALE: 1/8" = CURRENT REVISION W5723449 -0" SYMBOL E DATE 05.15.18 APPROVED BY DEPT. DATE ENGINEER W.HENCKEL CHECKED W.HENCKEL APPROVED K.RAMSEY APPROVED L. LAW 5.17.90 TITLE MECHANICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53.1 COL. A-CC/1-6 DEV. CENTER, WA SHEET 1 M63R M4 JOB NO. 89065/890687 COMP NO. DWG NO. 9-53.1-1 M63R 0 0 0 0 1M263 1M451 0 CC 88.5 1"S UP — FOR CONT. SEE SHEET 2M263 TO SV#938 AT COL. A.2/10.3, SEE DWG. 1M264 FOR PIPING CON'T 0 H H UP 48" INSPECTOR'S TEST CONNECTION AA. 5 0 H AA J FLOOD PLA\ SCALE: 1/8"= 1'-0" REMOVAL PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED • FSi consulting engineers Seattle, Washington SYM A REVISION BY R1 LAB REVISION MJC APPROVED KMR/LL DATE SYM REVISION BY 9.7.90 F MODIFY BR&T COMPUTING LAB 10697207 M.WONG APPROVED RWS DATE 06.17.10 B RECORD DRAWING C RELOCATE NCO LAB 12011000 D FOR ESTIMATE ONLY: ADD HEADS UNDER DUCTWORK 9686868 E ADD DETAIL 1/1M451 9686868 MJC RWS HARR HARR KMR/RB RWS 8.30.91 08.25.03 10/21/09 01/27/10 G DROPPED CEILINGS ROOMS 12BB3 & 11AA4 10428-10 HARR H UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 09/07/11 05.15.18 Q� BOE/N C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED Solutions 8c Service DRAWN M. CAUNITIS GE\EAL \OTES FOR SHIELDING SEE SHEET A517. CO2 FIRE SUPPRESSION SYSTEM BELOW RAISED FLOOR. 4. FOR GENRAL NOTES SEE SHEET 1M264R, 5. SEE DRAWING 1A283 FOR REFLECTED CEILING PLAN. 6. SV 938 SERVES THIS AREA. 7. PENDENT HEADS: 155 DEG F, 1/2" NPT, K-5.6, STANDARD RESPONSE. \OTE SEE WORMALD FIRE SYSTEMS DRAWING 21001063 SHEETS 1-5 FOR AS—BUILT SPRINKLER SYSTEM AND DRAWING 27000310 SHEETS 1-5 FOR AS—BUILT CO2 SYSTEM. BEV OVAL \OTES REMOVE UNDER FLOOR CO2 SUPPRESSION SYSTEM BACK TO LOCAL DIVERTER VALVE ON SECOND FLOOR AND CAP. COORDINATE ALL WALL PATCHING WITH ARCHITECT. VESDA SYSTEM AT CEILING LEVEL TO REMAIN. 1.03 4 EXISTIN BLDG 9-15T I I I I I I I r T r—rr-�-- ISSUED FOR PERMIT MAY 15, 2018 KEY PLAN RF(.FIVFn NOT TO SCALE CITY OF TUKWIL ' MAY 2 2 2018 17Q1114. 4"-'11111T AN DATE CHECKED I. EACRETT SUBTITLE FIRE PROTECTION IT CENTER CURRENT ISION W5723449 SYMBOL C4 E E Gs DATE 05.15.18 APPROVED BY DEPT. DATE ENGINEER I. EACRETT CHECKED K. RAMSEY APPROVED K. RAMSEY APPROVED L.LAW 5.17.90 TITLE (DISCIPLINE) MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53.1 COL. A—CC/1-6 DEV. CENTER, WA SHEET 1M263R M5 JOB NO. COMP NO. DWG NO. 09-053-1 M263R 10 3 0 0 0 0 C6 —CONFEREN \0 1 2 1/2" 0 1 • OFFICE OFFICE OFFICE ,1 0 OFFICE 1/4" 1 1 A» 1 1/4" UT1H MIC ROOM 1" 1"0 0 0 U-1 OFF 0 J LAB 0 OFFICE UT9 CONFERENCE ROOM 1 1/4" 1" 0 • 0 1 1/2" CC BB 5 BB AA5 OFFICE E X FUlifS1311 JOINT AA GE\EWAL \OTES 1. ALL FIRE PROTECTION SYSTEMS TO BE U.L. LISTED AND FM APPROVED. SPRINKLER SYSTEM 2, THE SPRINKLER DESIGN SHOWN ON SHEETS 1M260, 1M261, 2M260 & 2M261 IS "CONCEPTUAL ONLY", VENDOR SPRINKLER PLANS INCLUDING EQUIPMENT LISTS TO BE SUBMITTED PER SPECIFICATION. 3. ABOVE FLOOR STANDARD WET PIPE DESIGN FOR ORDINARY HAZARD BELOW CEILINGS, 4 SPRINKLER SYSTEM — COMPLY WITH ALL STATE AND LOCAL CODES. INSTALLATION TO COMPLY WITH STANDARDS FOR INSTALLATION OF SPRINKLER SYSTEMS AS STATED IN THE LATEST EDITION OF NFPA PAMPHLETS NO, 13 AND NO. 24 5 SPRINKLER CONTRACTOR TO REVIEW REFLECTED CEILING PLANS AND PLACE ALL SPRINKLER HEADS IN ORDER TO CLEAR CEILING SUPPORT GRIDS, LIGHTS, GRILLES, DIFFUSERS, ETC. 6 SPRINKLER CONTRACTOR TO REVIEW ARCHITECTURAL PLANS AND SECTIONS, IN THE DESIGN OF THE SPRINKLER SYSTEM TO INSURE ALL AREAS ARE SPRINKLERED, 7 ALL SPRINKLER DRAWINGS TO BE PREPARED ON 24" X 37" STANDARD BOEING MYLAR SHEETS FURNISHED BY BOEING, CONTACT D. CHESTERFIELD, (206) 544-2946, FOR DRAFTING PRACTICE AND STANDARDS. ORIGINAL MYLARS INCLUDING AS—BUILT CHANGES, TO BECOME THE PROPERTY OF BOEING AT THE COMPLETION AND ACCEPTANCE OF THE PROJECT. DRAWINGS TO BE DONE AT 1/8"=1'-0" SCALE, 8 9 FIRE PROTECTION SYSTEM DESIGNER TO ALSO FURNISH ELEVATION DRAWING DETAILS OF SPRINKLER SYSTEM AND TO PROVIDE LOW POINT DRAINS FOR THE SPRIKLER SYSTEM. CONNECT TO EXISTING 8" FIRE MAIN WHERE INDICATED ONLY AFTER HYDROSTATIC TEST (200 PSI FOR 24 HOURS) HAS BEEN WITNESSED AND APPROVED BY THE BOEING FIRE DEPARTMENT. 10, PROVIDE DETAIL OF CONNECTION (TIE—IN) OF THIS SPRINKLER SYSTEM INTO EXISTING ONE. 11. NOTIFY BOEING FIRE DEPARTMENT 24 HOURS PRIOR TO SHUT DOWN OF SPRINKLER SYSTEM. 12. USE 1/2"-165 F SPRINKLER HEADS UNLESS NOTED OTHERWISE. CO2 SYSTEM 13. CO2 BELOW RAISED FLOOR FIRE SUPPRESSION SYSTEM. A. SEE ELECTRICAL SHEETS FOR ALARMS AND DETECTORS, B. TO COMPLY WITH ALL STATE AND LOCAL CODES, DESIGN AND INSTALLATION TO COMPLY WITH STANDARDS FOR HIGH PRESSURE CARBON DIOXIDE EXTINGUISHING SYSTEMS AS STATED IN THE LATEST EDITION OF NFPA PAMPHLET NO, 12. C. SPECIFIC HAZARD: DRY ELECTRICAL DESIGN CONCENTRATION: 50 FLOODING FACTOR: 0.083 LB CO2/CU.FT. D. PRIMARY CO2 SYSTEM SIZED TO PROVIDE PROTECTION FOR THE LARGEST SINGLE ZONE WITH THE ABILITY TO DISCHARGE THAT AMOUNT OF CO2 TO ANY SINGLE ZONE, E. RESERVE SYSTEM TO BACK UP THE PRIMARY SYSTEM WHICH ALSO IS SIZED TO PROVIDE PROTECTION TO THE LARGEST SINGLE ZONE. THE RESERVE SYSTEM TO BE SWITCHED OVER MANUALLY TO BACK UP THE PRIMARY SYSTEM. F. THE CO2 DESIGN SHOWN ON SHEET 1M261, 2M260 & 2M261 IS "CONCEPTUAL ONLY", VENDOR CO2 PLANS INCLUDING EQUIPMENT LISTS TO BE SUBMITTED PER SPECIFICATIONS TIE TO EXISTING 8" SPRINKLER PIPE REFERENCE SHEET 109-053-4072—M1 EXISTING 8 EXISTING BUILDING 9-53 TO SV#938 AT COL. A.2/10.3, SEE DWG. 1M262 FOR PIPING CON'T III BI III 11 111 0 III dl OVAL \OTES REMOVE UNDER FLOOR CO2 SUPPRESSION SYSTEM BACK TO LOCAL DIVERTER VALVE ON SECOND FLOOR AND CAP. REMOVE UNDER FLOOR VESDA PIPING. VESDA SYSTEM AT CEILING LEVEL TO REMAIN. PASTAL FIQST FLOO PLA\ SCALE: 1/8"= 1'—O" SYM A B C REVISION BY APPROVED DATE SYM REVISION 1 REMOVAL BY APPROVED DATE REVISED CO2 SYSTEM RECORD DRAWING MJC MJC UT17 AND H3 SERVER MIGRATION W5723449 FSi KMR/RB KMR/RB AWL 11.2.90 8.30.91 05.15.18 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED gi...._4WAM11) 05.15.18 SIGNS) ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED \DTE so SEE WORMALD FIRE SYSTEMS DRAWING 21001063 SHEETS 1-5 FOR AS—BUILT SPRINKLER SYSTEM AND DRAWING 27000310 SHEETS 1-5 FOR AS—BUILT CO2 SYSTEM, FSi consulting engineers Seattle, Washington Solutions & Service DRAWN M CAUNITIS DATE CHECKED I. EACRETT SUBTITLE TL3 O 9 ®O©®®®®00 O EXISTIN G BL DG 9- 53 ISSUED FOR PERMIT MAY 15, 2018 1ST FLOOR FIRE PROTECTION KEY PLAN NOT TO SCALE SrpA AP AT S REPROVA/ U17:0). REVISIO CITY OF '. • PLA MAY 2 2 2018 RMIT CENTER W572 449 SYMBOL DATE 05.15.18 APPROVED BY DEPT. DATE ENGINEER I. EACRETT CHECKED K. RAMSEY APPROVED K. RAMSEY APPROVED L. LAW 5.17.90 TITLE (DISCIPLINE) MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. A—CC/6-11 DEV. CENTER, WA SHEET 1M264R M6 JOB NO. COMP NO. DWG NO. 9-53-1 M264R SYM REVISION K4 OFFICE 2156 SF K2A OFFICE 731 SF BY • K3B OFFICE 432 SF 0 1 1/2" 2. • 0 0 K2B OFFICE 738 f 0 • • • K3 :,.OFFICE 17'0 SF 0 0 • 0 N r �- 2 1/2" 1 1/2" 3» 1 1/2" - K OFFICE CO2 1081 SF m 2. • 1" • 2" 0 2" \ ki-T 12 B • CN 1 1/2" 0 1 1/2" 1 1/4" __ 1" 1" 1 1/4" 1" 0 1 1/2" 0 0 0 0 0 0 1 1/2" 0- 2 1 /2' APPROVED DATE SYM EXISTING BUILDING 9-53 REVISION FLOO PLA\ SCALE: 1/8"= 1'-0" 014 13 BY REMOVAL APPROVED DATE A REVISED CO2 SYSTEM MJC KMR/RB 11.02.90 B RECORD DRAWING MJC KMR/RB 08.30.91 C MODIFY K -LABS 137120-06 SLB RWS/EJC 12.21.94 D ADD SPRINKLER HEAD 760499 DMV RWS/EJC 03.14.96 E UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 05.15.18 gim_iEwirm• 0 0 2 1/2" 0 N r - • N ?/-1 /2" S PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 1" S DN FOR CONT. SEE SHEET 1M263 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED X18- olS? te FSi consulting engineers Seattle, Washington Solutions & Service DRAWN M. CAUNITIS DATE CHECKED I. EACRETT SUBTITLE LEGEND: GENERAL NOTES: CO2 FIRE SUPPRESSION SYSTEM BELOW RAISED FLOOR. FOR LOCATION OF CO2 BOTTLES SEE SHEET 2M12. 2. FOR GENERAL NOTES SEE SHEET 1M260. 3. SEE WORMALD FIRE SYSTEMS DRAWING 21001063 SHEETS 1-5 FOR AS -BUILT SPRINKLER SYSTEM AND DRAWING 27000310 SHEETS 1-5 FOR AS -BUILT CO2 SYSTEM. 4. ASBESTOS NOTIFICATION: A good faith survey of the building has been conducted and no asbestos containing material was discovered within this building. ISSUED FOR PERMIT MAY 15, 2018 2ND FLOOR FIRE PROTECTION - NORTH REMOVAL NOTES: REMOVE CO2 PIPING SERVING UT17 BACK TO LOCAL DIVERTER VALVE AND CAP. 1 11 109 OO OO 0®;GI "4' CD 1 EXI',TIN B DG 9- 53 SEp 0 KEY PLAN NOT TO SCALE RECEIVED CITY OF TUKWILA MAY 22 2018 PERMIT CENTER �A4 • E 49 SYMBOL DATE 05.15.18 APPROVED BY DEPT. DATE ENGINEER I. EACRETT CHECKED K. RAMSEY APPROVED K. RAMSEY APPROVED L. LAW 5.17.90 TITLE (DISCIPLINE) MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53.1 COL. A—CC/1-6 DEV. CENTER, WA SHEET 2M263R M7 JOB NO. COMP NO. DWG NO. 09-053-2M263R SYM A B C D E FOR ENLARGED PLAN OF THE AREA BELOW LAY -IN CEILING, SEE REVISION 14/12 26/16 UP 36/24 UP 26/4 A8 -- 1M13 M500 1M13 M450 14 1M13 1M451 I- — F—H F—H F—H F—H F— -H L_1 300 CFI 200 CFM I I I I -I-- --L- J 6 L/CD\� 2� I I I I I I I I 1M13 M452 �.5 (-TTTTTT� 1 1 1 1 1 1 1 1 L_L_LJ__L_ _L_ _J B w w w w c� 180 CFM TYP 5) 1 OX1 0 CFM r 1 AA o 5 14/9 700 CFM 1 TYP 2) 150 CFM J RG 700 CFM 2 4 CFM 100 CFM / (TYP ) 10X8 BY APPROVED DATE SYM REVISION FI QST FLOO PLA\ SCALE: 1/8"=1'-0" BY APPROVED DATE R1 LAB REVISION RELOCATE DUCT TO CLEAR DOOR RECORD DRAWING MJC MJC MJC KMR/LL KMR/RB KMR/RB 9.7.90 12.10.90 8.30.91 F ADD DETAIL 1/1M451 9686868 HARR G MODIFY BR&T COMPUTING LAB 10697207 M.WONG H INSTL DROPPED CEILINGS RMS 12BB3 (Sc 11M4 10428-10 HARR RWS 01/27/10 06.17.10 09/07/11 REFEED 4 EXIST. DIFF. © CC -5.5 170051 RAD RWS DEVELOPMENT LAB — RECORD SET 9-12061 WH GV 02.14.14 RELOC NCO LAB 12011000 RWS RWS 08.27.03 J UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 05.15.18 \OST Q� BOE/N C'- PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 05.15.18 SICABD • FSi consulting engineers Seattle, Washington ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE Solutions (Sc Service DRAWN DATE L. DEWALT CHECKED D. MEYER ENGINEER D. MEYER SUBTITLE J P�pA�Ar� Ap /MI 30vAN RRQU/ f r Ct ISSUED FOR PERMIT MAY 15, 2018 FIRST FLOOR HVAC PLAN - NORTH LEGE\D GE\E�AL \OTES 1. SOUND -LINE ALL RECTANGULAR DUCTWORK. DUCT DIMENSIONS SHOWN ARE NET INSIDE DIMENSIONS. 2. DISCHARGE DUCTS FROM VAV TERMINAL UNITS TO BE SIZED PER SCHEDULE ON SHEET M3. SECURE PENETRATION. SEE DETAIL SECURE PENETRATION. SEE DETAIL FLAG NOTE SYMBOL SHOWN ON SECURE TYP SIDE OF WALL. TYP M501 SECURE PENETRATION. SEE DETAIL FLAG NOTE SYMBOL SHOWN ON SECURE TYP SIDE OF WALL. M501 6. FOR SYMBOLS AND ABBREVIATIONS, REFER TO 7. 18> SHEETS M1 AND M1-1. GENERAL NOTES ON SHEET M2 SHALL APPLY. FOR TERMINAL UNIT DIAGRAM, SEE HFRE\CE J 1M13 M312 GINI\GS M501 CO\ST CTI 0\ \OTES: PROVIDE SUPPLY DIFFUSER. CONNECT TO EXISTING DUCTWORK. PROVIDE RETURN GRILLE. CONNECT TO EXISTING DUCTWORK. BALANCE TO CFM SHOWN, MAINTAIN 0.02" TO 0.05" SP WITHIN SPACE BY ADJUSTING RETURN GRILLE. VERIFY EQUIPMENT OPERATION THREE WEEKS BEFORE CONSTRUCTION BEGINS IN SPACE. COORDINATE WITH MANUFACTURER'S REPRESENTATIVE SHOULD MAINTENANCE BE REQUIRED. PROVIDE VAV AND DUCTWORK. COORDINATE REQUIRED CLEARANCE OF CONTROL BOX FOR EXISTING CONDITIONS. PROVIDE DUCT TRANSITION ON UT17 SIDE OF WALL. MAINTAIN 20X6 DUCT PENETRATION THROUGH WALL. PROVIDE FLEX CONNECTION ON OUTLET OF W-6. 1®�'S. ® CO ® ® ® ® ®03 1 11 ■ EXI S TI N G BL DG 9- 53 Cc O E4 0 O COVED EY PLAN FTUKW(L 'NOT TOSCALE AY 2 2 2018 P RMIT CENTER • 2 4 16 SCALE: 1/8" = 1'-0" CURRENT REVISION SYMBOL W5723449 J DATE 05.15.18 CHECKED K. RAMSEY APPROVED K. RAMSEY APPROVED L.LAW TITLE 5.17.90 MECHANICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53.1 COL. A-CC/1-6 SHEET 1M13 M8 JOB NO. DEV. CENTER, WA DWG NO. 89065 9-53.1-1M13 COMP NO. SYM REVISION 6"CHWR UP 2 1 /2"HWR UP 2 1 /2"HWS UP BY EXPANSION JOINT (TYP) 3 APPROVED DATE SYM REVISION BY APPROVED XXX 8"CHWR EXISTING 3"HWS & R SEE SHEET M212 FOR CONTINUATION FLOO PLA\ SCALE: 1/8"= 1'-0" DATE A R1 LAB REVISION MJC KMR/LL 9.7.90 B MOVED PIPES FROM STAIRWAY MJC KMR /RB 10.25.90 C RECORD DRAWING MJC KMR /RB 8.30.91 D DEVELOPMENT LAB - RECORD SET 12787 WH GV 02.14.14 E UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 05.15.18 HJ I H H H —rH EARTHQUAKE BRACING (TYP) * H PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Q� BOE/NGS C'— H H AAe 5 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY • FSi consulting engineers Seattle, Washington 05.15.18 SIGNED Solutions 8c Service DRAWN L.DE WALT CHECKED D.MEYER ENGINEER W.HENCKEL DATE SUBTITLE LEGE CRAC CHWR CHWS COMPUTER ROOM AIR CONDITIONING UNIT CHILLED WATER RETURN CHILLED WATER SUPPLY GE\HAL \OTES CONNECT TO EXISTING 8"CHWR AT FLANGE. NOT USED FOR SHIELDING SEE SHEET A517. NOT USED . EFHE\CE 3AWI\GS CO\SEUCTI 0\ \OTES: PROVIDE WALL MOUNTED UNIT CONNECTED TO BACKUP POWER. COORDINATE WITH ELECTRICAL. MAINTAIN ALL REQUIRED CLEARANCES. PROVIDE WALL MOUNTED UNIT. MAINTAIN ALL REQUIRED CLEARANCES. ALL PIPING TO BE ROUTED UNDER RAISED FLOOR. PROVIDE OUTDOOR CONDENSING UNIT. MAINTAIN ALL REQUIRED CLEARANCES. PROVIDE LIQUID SENSOR BELOW RAISED FLOOR. SENSOR TO BE PROVIDED BY LIEBERT. CONNECT TO CMCS. CONTRACTOR TO SIZE SUCTION AND LIQUID LINES BASED ON MANUFACTURERS RECOMMENDATIONS. ISSUED FOR PERMIT MAY 15, 2018 ® ® ® ®0 C 00 EXI TING B DG 9- 53 0 13.O RECEIVED CITY OF TUK4t PLAN MAY 2 2 20NO 18T TO SCALE 4 TER ,fior4AL A RE FIRST FLOOR PLUMBING - NORTH CHECKED W.HENCKEL APPROVED K.RAMSEY APPROVED L. LAW TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-53.1 16 SCALE: 1/8" = CURRENT " ` EVISION W5723449 SYMBOL -0" 5.17.90 MECHANICAL MASTER COL. A—CC/1-6 DEV. CENTER, WA JOB NO. 89065/890687 DWG NO. DATE 05.15.18 COMP NO. 9-53.1-1 M63 M9 SYM REVISION 3/4"CD FROM CR3BB6, FOR CONTINUATION SEE 1M114 1 /2"CW TO CR3BB6, FOR CONTINUATION SEE 1M114 1 /2"CW TO CR2BB6 CR2BB6, FOR PIPING DIAGRAM, SEE 1M11 1M113 M504 T Iti r -i r I _I _ 11/2 C'V_H F -H F -H POC (E)3/4" 1/2CWY 3/14'6D -ROM C MPUT R R00 AIR CON ITIONI G UNITS - L_ — �— 11 J TC 1/2"CVS-- f -- J1-1 /2f'CD ID UP F M500 2 CAP 1"AIR & 2" I W FOR FUTURE PH SE IV 1"AIR UP 6" DIRT LE AT BOTTOM 3"CW UP AFD -2 T_1 _J _L J L -L 2"SAN 0 FD 2 �T21� N 2"SAN T'T-FT°7F-1)72 1 1 1 1 1 1 1 -4L-_1_J__L LJ 2"" CW 2""V T 3/4" CW— d MO 2"V UP 1' 1 2% BY 2"ID UP TO FD -2 ID DFD -2 2"V UP 2"V C.O. HW -2 2" SAN 2"ID LP TO FD -2 2% C.O. 2"SAN UP TO P-6 APPROVED DATE SYM REVISION U r) FOR CONTINUATION SEE SHEET M103 3/4- 2" /4 CW A -r 1/2" P-4 J 1/2 HW 3"SAN 2"V 1 /2"CW C (Th TS DOWN - SEE DETAIL OFD UP 1M11 M501 4 3 6"STS UP 3"V UP 3" VENT UNDER RAISED FLOOR 3"V DOWN, FOR CONTINUATION SEE SHEET UGM111 2" UP TO FD -2 2"V UP 2"SAN DN EXPANSION JOINT EARTHQUAKE 7ACING (TYP) HJ I H �rH FIST FLOM PLA\ \OATH SCALE: 1/8"=V-0" BY APPROVED DATE A REVISED ID AND SAN SYSTEMS MJC /DM KMR /LL 6.25.90 F DEVELOPMENT LAB — RECORD SET 9-12061 WH GV 02.14.14 B R1 LAB REVISION C REVISED FLOOR DRAIN VENTS D MOVED PIPES FROM STAIRWAY E RECORD DRAWING MJC MJC MJC MJC KMR /LL KMR /LL KMR /LL KMR /RB 9.7.90 9.20.90 10.25.90 8.30.91 G UT17 AND H3 SERVER MITIGATION W5723449 FSi AWL 05.15.18 A‘\\\ el_meffEgrivm0 H H PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED BB ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED FSi consulting engineers Seattle, Washington Solutions 8c Service DRAWN M.CAUNITIS DATE APPROVED BY DEPT. DATE CHECKED D.MEYER ENGINEER SUBTITLE f3a Ns/ 4 0 LEGE\� GE\E�AL \OTES PROVIDE ISOLATION VALVE AND CAP FOR FUTURE CONNECTION; 1" AIR, 3/4"CW. ® 1" AIR DROP. SEE DETAIL r-e- TYP I M501 FOR SHIELDING SEE SHEET A517. TERMINATE ROOF OVERFLOW DRAIN ABOUT 2 FT. ABOVE FINISHED GRADE WITH WELDED MITERED ELBOW. PROVIDE ISOLATION VALVE AND CAP FOR FUTURE CONNECTION. 6. FOR SYMBOLS AND ABBREVIATIONS, REFER TO SHEETS M1 AND M1-1. GENERAL NOTES ON SHEET M2 SHALL APPLY. 16 SCALE: 1/8" = 1'-0" EFRE\CE .9AWI\GS v0\ STUCTIO\ \OYES: PROVIDE CONDENSATE DRAIN LINE ROUTED BELOW RAISED FLOOR, WITH AIR GAP TO FLOOR DRAIN. PROVIDE ISOLATION VALVE AND 1/2" CW CONNECTION FOR UNIT HUMIDIFIER. CONNECT TO 3/4" CW. PROVIDE TRAP SEAL ON (E) FD -2 AND FD -2A. MANUFACTURE TO BE SURE SEAL OR EQUAL. MATCH EXISTING DRAIN SIZE. CO ®O®®®®O EL is EXI TIN B DG 9— 53 REC CITY ISSUED FOR PERMIT MAY 15, 2018 FIRST FLOOR PLUMBING - NORTH El Wid • MAY 2 2 2018 HERMIT CENT:.,���►gr NOT cuRFiew (6g9 A 4 rr+ml m o rel ( 0 r 05.15.18 W.HENCKEL CHECKED K.RAMSEY APPROVED K.RAMSEY APPROVED L. LAW 5.17.90 TITLE MECHANICAL MASTER UT17 AND H3 SERVER MITIGATION BUILDING 9-53.1 COL. A-CC/1-6 DEV. CENTER, WA 1M113 M10 JOB NO. 9-12061 COMP NO. DWG NO. 9-53.1-1M113 1M263 1M451 1 "" S UP — FOR CONT SEE SHEET 2M263 TO SV#938 AT COL. A.2/10.3, SEE DWG. 1M264 FOR PIPING CONT BB i H HJ I H H H H P 48" INSPECTOR'S TEST CONNECTION AA. 5 —TH H i FL00PLA\ SCALE: 1/8"= 1'-0" PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED • FSi consulting engineers Seattle, Washington Solutions & Service GE\EAL \OTES FOR SHIELDING SEE SHEET A517. CO2 FIRE SUPPRESSION SYSTEM BELOW RAISED FLOOR. PIPE RUN ON THE SUB—FLOOR. 4. FOR GENRAL NOTES SEE SHEET 1M264R, 5. SEE DRAWING 1A283 FOR REFLECTED CEILING PLAN. 6. SV 938 SERVES THIS AREA. 7. PENDENT HEADS: 155 DEG F, 1/2" NPT, K-5.6, STANDARD RESPONSE. \CTE SEE WORMALD FIRE SYSTEMS DRAWING 21001063 SHEETS 1-5 FOR AS—BUILT SPRINKLER SYSTEM AND DRAWING 27000310 SHEETS 1-5 FOR AS—BUILT CO2 SYSTEM, CO\ ST, CTI O\ \OTES: PROVIDE DOUBLE INTERLOCK PRE—ACTION WITH DENSITY OF 0.2 GPM/FT2 OVER 3500 SQ FT SPRINKLER SYSTEM PER NFPA13 AND FM, ORDINARY HAZARD GROUP 2 REQUIREMENTS. MOVE SPRINKLER HEADS TO 6 INCHES FROM CEILING. KEEP MINIMUM CLEARANCES OF 30 INCHES FROM OBSTRUCTIONS. FOLLOW NFPA 13 GUIDELINES FOR OBSTRUCTIONS OVER 48 INCHES. PROVIDE RISER IN STAIRWELL BETWEEN GRIDS BB/BB.5 AND 9/10, COORDINATE WITH BOEING AND ELECTRICAL. PRESSURE TEST SYSTEM PER NFPA 13. PROVIDE WET PIPE SYSTEM IN AREA. PROVIDE SIGHTGLASS AT THE END OF THE PIPING RUN. PROVIDE DRAIN AT END OF RUN. FIELD ROUTE TO NEAREST FLOOR DRAIN. ISSUED FOR PERMIT MAY 15,2018 KEY PLAN RECEIVED NOT TO SCALE CITY OFTUKW SCS, MAY 2 2 2018 pRgT 4t3 j sofirAN PE' MIT CENTER n D SYM A B C D E REVISION BY R1 LAB REVISION RECORD DRAWING RELOCATE NCO LAB 12011000 MJC MJC RWS APPROVED KMR/LL KMR/RB RWS DATE 9.7.90 8.30.91 08.25.03 SYM F REVISION BY G H MODIFY BR&T COMPUTING LAB DROPPED CEILINGS ROOMS 12BB3 & 11M4 UT17 AND H3 SERVER MIGRATION 10697207 10428-10 W5723449 M.WONG HARR FSi APPROVED RWS AWL DATE 06.17.10 09/07/11 05.15.18 FOR ESTIMATE ONLY: ADD HEADS UNDER DUCTWORK 9686868 HARR 10/21/09 ADD DETAIL 1/1M451 9686868 HARR 01/27/10 Q� BOE/NG° NOV ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN M. CAUNITIS CHECKED I. EACRETT DATE SUBTITLE FIRE PROTECTION RE SYMBOL W 3449 IHI DATE 05.15.18 APPROVED BY DEPT. DATE ENGINEER I. EACRETT CHECKED K. RAMSEY APPROVED K. RAMSEY APPROVED L.LAW TITLE 5.17.90 (DISCIPLINE) MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53.1 COL. A—CC/1-6 SHEET 1M263 Mil JOB NO. COMP NO. DEV. CENTER, WA DWG No. 09-053-1M263 ,J0\ STS CTI O\ \ OTES: VERIFY EQUIPMENT OPERATION THREE WEEKS BEFORE CONSTRUCTION BEGINS IN SPACE. COORDINATE WITH MANUFACTURER'S REPRESENTATIVE SHOULD MAINTENANCE BE REQUIRED. PROVIDE EXHAUST FAN. REVISION (qNL 2M13 M500 575 CFM 700 CF 10/14 ETURN K4 OFFICE KKB� QiFFICE 2156 SF 1320 SF SEE FAN ROOM SHEET 2M12 FOR WORK IN THIS AREA 1 BB.5 200 CFM /vv\ \2/ 30/20 10/14 K2A OFFICE 48/22 100 CFM CD ( TYP 4) 1 10/10 100 CFM RG (TYP 4) Q K2B OFFICE AA. 5 BY - APPROVED DATE SYM REVISION 625 CFM CFM 2 (TYP 3) BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 05.15.18 1 CD150 CFM 2 %(TYP 3) PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Q� ERZAIffG° C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. • FSi consulting engineers Seattle, Washington Solutions & Service DRAWN EDDIE DUARTE CHECKED ENGINEER DATE SUBTITLE 11.01.07 DATE 05.15.18 SICNSD APPROVED APPROVED TITLE - GE\ 9: 3E\HAL OTES: 1, ALL RECTANGULAR DUCTWORK SOUND—LINED. DUCT DIMENSIONS SHOWN ARE NET INSIDE DIMENSIONS. 2. DISCHARGE DUCTS FROM VAV TERMINAL UNITS SIZED PER SCHEDULE ON SHEET M3. SECURE PENETRATION, SEE DETAIL SECURE PENETRATION. SEE DETAIL TYP M501 FLAGNOTE SYMBOL SHOWN ON SECURE SIDE OF WALL. SECURE PENETRATION, SEE DETAIL TYP M501 FLAGNOTE SYMBOL SHOWN ON SECURE SIDE OF WALL. 6. ASBESTOS NOTIFICATION: A good faith survey of the building has been conducted and no asbestos containing material was discovered within this building. ACCESS FOR DUCT CLEANING PROVIDE HONEYWELL XCD RFD DISPLAY MONITOR. PROVIDE WITH HORN AND AMBER STROBE. MOUNTED 5' AFF ON WALL. CONNECT TO CMOS. 8 > PROVIDE HONEYWELL SENSE POINT XCD RFD SENSOR AND JUNCTION BOX FOR HYDROGEN (H2) MONITORING. CONNECT TO XCD RFD DISPLAY. MOUTH TIGHT TO CEILING. CONNECT TO CMOS. insf ISSUED FOR PERMIT MAY 15, 2018 SECOND FLOOR HVAC PLAN MECHANICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 09-053.2 11 0 8 .®®®®®®9c) J 1 'OO AC,4 B5 C5 8 E EXI ST NG BLDG 9-53 r KEYrVED I' n F TUKWILA COL. A—CC/1-6 DEV. CENTER, WA MAY 22 2018 RIV11T CENTER SION 5723449 SYMBOL DATE 05.15.18 SHEET 2M13 M12 JOB NO. COMP NO. DWG NO. 09-053-2M13 CEILING SYM POINTS LIST REVISION BY APPROVED DATE SYM SERVER RACKS REVISION BY RACK INLET AIR TEMPERATURE SENSOR, SEE PLANS FOR QUANTITY AND LOCATION, TYP SERVER RACKS TO DDC SEQUENCE OF OPERATION DDC CONTROL PANEL SITELINK NETWORK SWITCH ICOM CONTROL PANEL W INTELLISLOT C MMUNICATION CARD CONTROL WIRING FROM SERVER RACK TEMPERATURE SENSORS, TYPICAL r L 1 } E J r E ROOM TEMPERATURE AND HUMIDITY IS CONTROLLED BY COMPUTER ROOM UNITS WITH STAND ALONE CONTROLS, THAT MAINTAIN PROPER OPERATION OF THE ASSOCIATED EQUIPMENT AND SENDS A SUMMARY ALARM AND A UNIT FAILURE STATUS TO THE DDC DEFINED BY THE USER. THE DDC SYSTEM WILL MONITOR TEMPERATURE, RELATIVE HUMIDITY, AND A CRU CRITICAL ALARM (UNIT FAILURE) AND A COMMON SUMMARY ALARM POINT. WHERE A COMMON POINT IS NOT AVAILABLE THE DDC SHALL COMBINE THE USER DEFINED POINTS INTO A COMMON POINT CRU CONTROL (CR3CC2) THE CRU LOCAL CONTROL PANEL SHALL BE SET TO OPERATE THE CRU FAN SPEED AND CHILLED WATER CONTROL VALVE TO MAINTAIN THE RETURN AIR TEMPERATURE BETWEEN 70 +/-4T. THE CRU LOCAL CONTROL SHALL CYCLE THE HUMIDIFIER AND ELECTRIC REHEAT COIL TO MAINTAIN A RETURN AIR HUMIDITY AT 40% +/-15% RH. CRU CONTROL (CR1CC2 AND CR2CC2) THE CRU LOCAL CONTROL PANEL SHALL BE SET TO OPERATE CRU FAN SPEED TO MAINTAIN THE RETURN AIR TEMPERATURE BETWEEN 70 +/-4 DEG F. THE CRU LOCAL CONTROL SHALL CYCLE THE HUMIDIFIER AND THE ELECTRIC REHEAT COIL TO MAINTAIN RETURN AIR HUMIDITY AT 40% +/-15% RH (CORRESPONDING TO 35 AND 65% RH AT THE RACK INLET). APPROVED DATE DEVELOPMENT LAB - RECORD DRAWINGS A UT17 AND H3 SERVER MIGRATION 9-12061 W5723449 WH FSi GV AWL 02.14.14 05.15.18 COVD,TP X00 SCALE: NTS SUAIRLY� TO DDC RA FILTER EVAPORATOR COILS 2 /CR 1Cq /CR \ 2CC2 LEGE\ID JE\PAL \OTES 1. FOR SYMBOLS AND ABBREVIATIONS, REFER TO SHEETS M1 AND M1-1. 2. GENERAL NOTES ON SHEET M2 SHALL APPLY. 3. FOR ENLARGED PLAN, SEE REFRIGERANT PIPING, FOR PIPING DIAGRAM, SEE THE CRU LOCAL CONTROL PANEL SHALL CYCLE THE COMPRESSOR AND THE ECONOMIZER CYCLE TO PROVIDE THE SUPPLY AIR SETPONT AS DETERMINED WITHIN THE CRU CONTROL PANEL. THE CRU LOCAL CONTROL PANEL SHALL CYCLE THE COMPRESSOR, AND THE ECONOMIZER CYCLE AS REQUIRED FOR ENERGY CODE COMPLIANCE AND PROPER EQUIPMENT PROTECTION BY MEASURING THE AMBIENT TEMPERATURE AT THE CONDENSER. TEAMWORK MODE: ALL UNITS SHALL OPERATE IN TEAMWORK MODE SO DEHUMIDIFICATION AND HUMIDIFICATION DOES NOT OCCUR SIMULTANEOUSLY. ALL UNITS SHALL OPERATE IN TEAMWORK MODE SO COOLING AND HEATING DOES NOT OCCUR SIMULTANEOUSLY. LEAD/LAG: UNDER NORMAL OPERATION CR3CC2 WILL MAINTAIN RETURN TEMPERATURE SPECIFIED IN SEQUENCE. WHEN UNIT IS AT MAX CONDITIONS AND SET POINT CAN NO LONGER BE MAINTAINED CR1CC2 WILL BECOME THE LAG UNIT. ONCE CR1CC2 REACHES 1000 HOURS OF FAN RUN TIME, CR2CC2 WILL BECOME LAG UNIT. CRU CR3CC2 SHALL ALWAYS BE THE LEAD UNIT. SHOULD CR3CC2 FAIL LEAD UNIT WILL BECOME WHICHEVER CRU HAD RUN LAST. v U\IT CO\TOL DIAGAV M452IM312 TT L_ PAD PRIMARY AIR UNIT CONTROL MODULE FT J TERMINAL UNIT SHALL OPERATE CONTINUOUSLY. SEQUENCE OF OPERATION (VV -5) ----- FROM DDC TERMINAL UNIT PROVIDES VENTILATION AIR AND POSITIVE PRESSURIZATION OF THE LAB AT ALL TIMES, PRIMARY AIR IS SUPPLIED FROM CENTRAL SYSTEM, WHICH OPERATES CONTINUOUSLY. INTERFACE CONTROL DAMPER TO FIRE ALARM SYSTEM TO CLOSE DAMPER WHENEVER THE FIRE SUPPRESSION SYSTEM FOR THE INTEGRATED DEVELOPMENT LAB IS ACTIVATED. T I\AL U\IT P8cl� n SCALE: NTS 1M13IM312 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Q,�BOE/NG m c'- 05.15,18 SIGNED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE FSi consulting engineers Seattle, Washington Solutions & Service DRAWN DATE CHECKED ENGINEER SUBTITLE (8 M312 M505 A f ISSUED FOR PERMIT MAY 15, 2018 DETAILS - MECHANICAL CO\ST CTI O \ \OTES SIGNAL TO/FROM OTHER TWO CRU'S SERVING THE LAB. PROVIDE ICOM PANEL AND INTELLISLOT COMMUNICATION. FANS ON NEW UNITS SHALL BE INSTALLED LOWERED IN THE UNDERFLOOR SPACE. SSP P '444 ielp-P1E0Vql O OJRREN RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER N SYMBOL 23449 DATE 05.15.18 CHECKED APPROVED APPROVED TITLE INTEGRATED TECHNICAL DEVELOPMENT LAB MECHANICAL MASTER BUILDING 9-53.1 SHEET M312 M13 JOB NO. W5723449 COMP NO. DEV. CENTER, WA DWG NG. 9-53.1—M312 Al AO DI DO ALARM REMARKS WATER SOURCE FAN COIL FC1CC4 STATUS 1 1 ENABLE/DISABLE 1 TEMPERATURE SET POINT 1 TEMPERATURE SENSITIVITY 1 HUMIDITY SETPOINT 1 HUMIDITY SENSITIVITY 1 FAN SPEED 1 LEAK DETECTION 1 1 Al AO DI DO ALARM REMARKS SPLIT DX FAN COIL AND CONDENSING UNIT AC1 CC4/CU 1 CC4 STATUS 1 1 ENABLE/DISABLE 1 TEMPERATURE SET POINT 1 TEMPERATURE SENSITIVITY 1 HUMIDITY SETPOINT 1 HUMIDITY SENSITIVITY 1 FAN SPEED 1 LEAK DETECTION 1 1 CONDENSATE OVERFLOW MONITOR Al AO DI DO ALARM REMARKS CR2BB6 CR3BB6 CR1CC2 CR2CC2 STATUS 1 1 ENABLE/DISABLE 1 FAN SPEED 1 TEMPERATURE SET POINT 1 MAX ROOM TEMPERATURE 1 1 ALARM AT 80 DEGREES MAX SERVER RACK TEMPERATURE 1 1 ALARM AT 80 DEGREES HUMIDITY H LIMIT 1 1 ALARM AT 55 RH RELATIVE HUMIDITY ROOM 1 RELATIVE HUMIDITY RETURN 1 HUMIDITY COMMAND SETPOINT 1 LEAK DETECTION 1 1 Al AO DI DO ALARM REMARKS CR1BB6 CR3CC2 STATUS 1 1 ENABLE/DISABLE 1 FAN SPEED 1 TEMPERATURE SET POINT 1 MAX ROOM TEMPERATURE 1 1 ALARM AT 80 DEGREES MAX SERVER RACK TEMPERATURE 1 1 ALARM AT 80 DEGREES WATER DETECTION 1 1 HUMIDITY HI LIMIT 1 1 ALARM AT 55 RH RELATIVE HUMIDITY ROOM 1 1 RELATIVE HUMIDITY RETURN 1 HUMIDITY COMMAND SETPOINT 1 1 LEAK DETECTION 1 Al AO DI DO ALARM REMARKS H2 MONITOR HYDROGEN LEVEL 1 1 ALARM WHEN 1% VOLUME OF H2 IS PRESENT REVISION BY APPROVED DATE SYM SERVER RACKS REVISION BY RACK INLET AIR TEMPERATURE SENSOR, SEE PLANS FOR QUANTITY AND LOCATION, TYP SERVER RACKS TO DDC SEQUENCE OF OPERATION DDC CONTROL PANEL SITELINK NETWORK SWITCH ICOM CONTROL PANEL W INTELLISLOT C MMUNICATION CARD CONTROL WIRING FROM SERVER RACK TEMPERATURE SENSORS, TYPICAL r L 1 } E J r E ROOM TEMPERATURE AND HUMIDITY IS CONTROLLED BY COMPUTER ROOM UNITS WITH STAND ALONE CONTROLS, THAT MAINTAIN PROPER OPERATION OF THE ASSOCIATED EQUIPMENT AND SENDS A SUMMARY ALARM AND A UNIT FAILURE STATUS TO THE DDC DEFINED BY THE USER. THE DDC SYSTEM WILL MONITOR TEMPERATURE, RELATIVE HUMIDITY, AND A CRU CRITICAL ALARM (UNIT FAILURE) AND A COMMON SUMMARY ALARM POINT. WHERE A COMMON POINT IS NOT AVAILABLE THE DDC SHALL COMBINE THE USER DEFINED POINTS INTO A COMMON POINT CRU CONTROL (CR3CC2) THE CRU LOCAL CONTROL PANEL SHALL BE SET TO OPERATE THE CRU FAN SPEED AND CHILLED WATER CONTROL VALVE TO MAINTAIN THE RETURN AIR TEMPERATURE BETWEEN 70 +/-4T. THE CRU LOCAL CONTROL SHALL CYCLE THE HUMIDIFIER AND ELECTRIC REHEAT COIL TO MAINTAIN A RETURN AIR HUMIDITY AT 40% +/-15% RH. CRU CONTROL (CR1CC2 AND CR2CC2) THE CRU LOCAL CONTROL PANEL SHALL BE SET TO OPERATE CRU FAN SPEED TO MAINTAIN THE RETURN AIR TEMPERATURE BETWEEN 70 +/-4 DEG F. THE CRU LOCAL CONTROL SHALL CYCLE THE HUMIDIFIER AND THE ELECTRIC REHEAT COIL TO MAINTAIN RETURN AIR HUMIDITY AT 40% +/-15% RH (CORRESPONDING TO 35 AND 65% RH AT THE RACK INLET). APPROVED DATE DEVELOPMENT LAB - RECORD DRAWINGS A UT17 AND H3 SERVER MIGRATION 9-12061 W5723449 WH FSi GV AWL 02.14.14 05.15.18 COVD,TP X00 SCALE: NTS SUAIRLY� TO DDC RA FILTER EVAPORATOR COILS 2 /CR 1Cq /CR \ 2CC2 LEGE\ID JE\PAL \OTES 1. FOR SYMBOLS AND ABBREVIATIONS, REFER TO SHEETS M1 AND M1-1. 2. GENERAL NOTES ON SHEET M2 SHALL APPLY. 3. FOR ENLARGED PLAN, SEE REFRIGERANT PIPING, FOR PIPING DIAGRAM, SEE THE CRU LOCAL CONTROL PANEL SHALL CYCLE THE COMPRESSOR AND THE ECONOMIZER CYCLE TO PROVIDE THE SUPPLY AIR SETPONT AS DETERMINED WITHIN THE CRU CONTROL PANEL. THE CRU LOCAL CONTROL PANEL SHALL CYCLE THE COMPRESSOR, AND THE ECONOMIZER CYCLE AS REQUIRED FOR ENERGY CODE COMPLIANCE AND PROPER EQUIPMENT PROTECTION BY MEASURING THE AMBIENT TEMPERATURE AT THE CONDENSER. TEAMWORK MODE: ALL UNITS SHALL OPERATE IN TEAMWORK MODE SO DEHUMIDIFICATION AND HUMIDIFICATION DOES NOT OCCUR SIMULTANEOUSLY. ALL UNITS SHALL OPERATE IN TEAMWORK MODE SO COOLING AND HEATING DOES NOT OCCUR SIMULTANEOUSLY. LEAD/LAG: UNDER NORMAL OPERATION CR3CC2 WILL MAINTAIN RETURN TEMPERATURE SPECIFIED IN SEQUENCE. WHEN UNIT IS AT MAX CONDITIONS AND SET POINT CAN NO LONGER BE MAINTAINED CR1CC2 WILL BECOME THE LAG UNIT. ONCE CR1CC2 REACHES 1000 HOURS OF FAN RUN TIME, CR2CC2 WILL BECOME LAG UNIT. CRU CR3CC2 SHALL ALWAYS BE THE LEAD UNIT. SHOULD CR3CC2 FAIL LEAD UNIT WILL BECOME WHICHEVER CRU HAD RUN LAST. v U\IT CO\TOL DIAGAV M452IM312 TT L_ PAD PRIMARY AIR UNIT CONTROL MODULE FT J TERMINAL UNIT SHALL OPERATE CONTINUOUSLY. SEQUENCE OF OPERATION (VV -5) ----- FROM DDC TERMINAL UNIT PROVIDES VENTILATION AIR AND POSITIVE PRESSURIZATION OF THE LAB AT ALL TIMES, PRIMARY AIR IS SUPPLIED FROM CENTRAL SYSTEM, WHICH OPERATES CONTINUOUSLY. INTERFACE CONTROL DAMPER TO FIRE ALARM SYSTEM TO CLOSE DAMPER WHENEVER THE FIRE SUPPRESSION SYSTEM FOR THE INTEGRATED DEVELOPMENT LAB IS ACTIVATED. T I\AL U\IT P8cl� n SCALE: NTS 1M13IM312 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Q,�BOE/NG m c'- 05.15,18 SIGNED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE FSi consulting engineers Seattle, Washington Solutions & Service DRAWN DATE CHECKED ENGINEER SUBTITLE (8 M312 M505 A f ISSUED FOR PERMIT MAY 15, 2018 DETAILS - MECHANICAL CO\ST CTI O \ \OTES SIGNAL TO/FROM OTHER TWO CRU'S SERVING THE LAB. PROVIDE ICOM PANEL AND INTELLISLOT COMMUNICATION. FANS ON NEW UNITS SHALL BE INSTALLED LOWERED IN THE UNDERFLOOR SPACE. SSP P '444 ielp-P1E0Vql O OJRREN RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER N SYMBOL 23449 DATE 05.15.18 CHECKED APPROVED APPROVED TITLE INTEGRATED TECHNICAL DEVELOPMENT LAB MECHANICAL MASTER BUILDING 9-53.1 SHEET M312 M13 JOB NO. W5723449 COMP NO. DEV. CENTER, WA DWG NG. 9-53.1—M312 AIR DIFFUSER/REGISTER/GRILLE SCHEDULE EXHAUST FAN (EF) SCHEDULE MARK FACE INLET/ NECK MAXIMUM MAXIMUM MAXIMUM EXHAUST FAN SECTION NUMBER TYPE MATERIAL FINISH SIZE INCHES SIZE INCHES NOISE COEFFICIENT TP INCH WG SET CFM REMARKS MARK NUMBER LOCATIGN AREA SERVED (ROOM NO.) FAN MFG. SIZE ARRNGMT. CFM (* MAX) TOTAL STATIC PRESS. MAX. OUTLET VELOCITY APPROX. DRIVE INLET MOTOR HP REMARKS CD -1 SQUARE CEILING STEEL WHITE 12x12 60 20 140 CARNES SJTA SIZE NO. NUMBER INCHES WG FPM RPM SIDE VANES DIFFUSER .060 CD -2 SQUARE CEILING STEEL WHITE 24x24 80 21 .110 275 CARNES SJTA EFRCC10 ROOF TOILET ROOM(S) 18" CRE -18F - 2650 3/4 1400 510 - - 1 GREENHECK LB -18-10 W/ BIRD SCREEN AND B.D. DIFFUSER CD -3 SQUARE CEILING STEEL WHITE 24x24 100 24 .130 425 CARNES SJTA EFRCC3 ROOF STORAGE 9" CRE -9F - 875 3/4 1550 1029 - - 1/2 GREENHECK LB -10-5 W/ BIRD SCREEN AND B.D. DIFFUSER CD -4 SQUARE CEILING STEEL WHITE 24x24 120 23 .127 550 CARNES SJTA EF2CC2 FAN ROOM FIRST FLOOR 44" 44 1 20,000* 1.5 1620 771 - - 10 TRANE MODEL Q, AXIAL FLOW DIFFUSER CD -5 SQUARE CEILING STEEL WHITE 24x24 140 29 .240 950 CARNES SJTA EF :B AN :e0k 'ka ,.- 4e" 4e • 0e* 4;i - - RSIDE e .AL 0 DIFFUSER CD -6 ROUND CEILING STEEL WHITE 240 80 26 .08 260 CARNES SSAA EF2CC3 CEILING UPS 8" - - 80 0.25 606 1201 - - 0.028 COOK TCN -B [1] DIFFUSER CD -7 ROUND CEILING DIFFUSER STEEL WHITE 300 100 26 .07 315 CARNES SSAA SCHEDULE [1 ] SHALL NOTES: HAVE AMCA CLASS A SPARK RESISTANCE. -8 ROUND CEILING EL HI 400 140 e 0 A' ► S A A CD -9 MODULAR CORE SQUARE GEEING DIFFUSER STEEL WHITE 24x24 120 17 .04 450TITUS TMSA, HORIZONAL DON ESTI C HOT WATER HEATED (H WH) SCHEDULE RETURN GRILLE E W 24x 4 :0 1 .e4 0 C A - �E P': 2 MARK KW CODE RECOVERY ELECTRICAL STORAGE REMARKS RG -2 PERFORATED CEILING RETURN GRILLE STEEL WHITE 24x24 * 120 20 .03 800 CARNES SPRB222 NUMBER INPUT GALLONS STAMP GPM d VOLTS/PH/HZ RG -3 PERFORATED CEILING RETURN GRILLE STEEL WHITE 12x24 --- 20 .02 300 CARNES SPRB222 HW -1 9 65 ASME 37 100 480/3/60 A.O.SMITH MOD. DSE-65 CEILING HW -2 1.5 6 120/1/60 _1 S EL WHI ARI S --- '4 e7 VA'IES CA'►ES SLA 6 100 A.O.SMITH MOD. DEL -6 EG -2 EXHAUST GRILLE STEEL WHITE 6x6 --- --- .01 100 TITUS 300R DIFFUSER0 DAMPER QTY * INLET DUCT SIZE TO PLENUM VARIA3LE AIR VOLUME TERMINAL UNIT (vAv) SCHEDULE P LU N 3I N G FIXTURE CO\ \ ECTI O \ SCHEDULE AIR PRIMARY AIR MAX. NC COOLING HEATING DISCHARGE DUCT MARK QUANT. PRESSURE DROP LEVEL @ CONNECTION (INCHES) NUMBER RANGE CFM AT MAXIMUM 1.5" WG SIZE (INCH) CFM INLET SIZE CFM SIZE SOUND LINE LENGTH FEET REMARKS MARK DESCRIPTION REMARKS INCH WG INLET NUMBER SAN VENT HW CW VV -1 0-150 0.30 35 4 150 4 100 8x6 4 TITUS EDV -3100 P-1 WATER CLOSET 4 2 - 1 WALL -HUNG FLUSH VALVE VV -2 100-300 0.30 35 6 300 4 150 10x8 5 TITUS EDV -3100 P -1A WATER CLOSET 4 2 - 1 WALL -HUNG FLUSH VALVE (HANDICAP) VV -3 200-600 0.30 35 8 600 6 300 12x10 6 TITUS EDV -3100 P-2 URINAL 2 1 1/2 - 3/4 WALL -HUNG FLUSH VALVE VV -4 300-900 0.30 35 10 900 8 450 14x12 7 TITUS EDV -3100 P-3 LAVATORY 1 1/4 1 1/4 1/2 1/2 OVAL COUNTER RECESSED V -5 e0- e0 0.30 1 1400 10 750 Ox 0 IT ED -3111 P -3A LAVATORY 1 1/4 1 1/4 1/2 1/2 OVAL COUNTER RECESSED (HANDICAP) VV -6 145-900 0.30 35 8 400 - - 100 6 TITUS AESV P-4 SERVICE SINK 3 2 1/2 1/2 FLOOR TYPE P-5 ELECTRIC WATER COOLER 1 1/4 1 1/4 - 1/2 WALL MOUNTED (HANDICAP) P-6 SINK 2 1 1/2 1/2 1/2 - PUVPED REFRIGEA\T ECO\ON IZE� P-7 EMERG EYE WASH 1 1/4 1 1/4 - 1/2 - SERVICE CONDITIONS ELECTRICAL FD -1 FLOOR DRAIN 2 2 - - - MARK NUMBER INDOOR NIT OUTDOOR UNIT LOCATION THR AMBIENT DB TEMP REFRIGERANT KW VOLTS PHASE HZ REMARKS FD -2 FLOOR DRAIN 2 - - - W/ FUNNEL MBH DEG F TYPE FS -1 FLOOR SINK 6 3 - - FLOOR SINK PRE -1 CR2BB6 ACU -1 OUTDOOR XXX XXX R410A 3.2 460 3 60 LIEBERT PRE PRE -2 CR3BB6 ACU -2 OUTDOOR XXX XXX R410A 3.2 460 3 60 LIEBERT PRE CO\DE\S \G U\IT SCHEDULE SERVICE CONDITIONS FANS ELECTRICAL MARK NUMBER INDOOR UNIT LOCATION TYPE THR MBH AMBIENT DB TEMP DEGF REFRIGERANT TYPE TYPE NUMBER OF FANS AIRFLOW CFM KW VOLTS PHASE HZ MODEL REMARKS ACCU-1 CR2BB6 OUTDOOR AIR COOLED CONDENSER 360 95 R410A PROP 4 37730 2 460 3 60 LIEBERT MCL220 _ - Cr ::- . ..e; - 0_ r 1 • - .e • -, e. P-119 4 1-. _ -. e ;T ACCU-1CC2 CR1CC2 OUTDOOR AIR COOLED CONDENSER - 95 R410A PROP 6 71543 7.44 460 3 60 LIEBERT MCV330 [1 ]bt ,f;, r ACCU-2CC2 CR2CC2 OUTDOOR AIR COOLED CONDENSER - 95 R410A PROP 6 71543 7.44 460 3 60 LIEBERT MCV330 [1] SCHEDULE [1] UNITS SUPPLIED NOTES: soon" 015 / ON COMMON SKID. COvPUTER ROOvI COOLING U\IT (CU) SCHEDULE NOMINAL FAN COIL COOLING CAPACITY CHILLED WATER HUMIDIFIER ELECTRIC AIR FILTER MODEL REMARKS MARK NUMBER LOCATION (ROOM NUMBER)TYPE CAPACITY HP CAPACITY ESP CAPACITY MBH RM TEMP °F FLOW EWT LWT MAX PD` C� CAP REHEAT COIL TYPE & EFFICIENCY MAX FINAL TONS (CFM) IN WG SENSIBLE TOTAL DB WB GPM °F °F MAX FLOW FT H2O #/HR KW*/HR DEPTH PER ASHRAE 52-76 SP WG CR1CC2 UT17 SELF CONTAINED 47 5.4 18,000 0.2 426 564 75 62.6 - - - - 22 9.6 - 8-4" - - LIEBERT DA 165 CR2CC2 UT17 SELF CONTAINED 47 5.4 18,000 0.2 426 564 75 62.6 - - - - 22 9.6 - 8-4" - - LIEBERT DA 165 CR3CC2 UT17 SELF CONTAINED 51.5 15 22,200 0.2 648 506 75 62.6 100 45 58.7 12 22 9.6 - 8_4 - - LIEBERT CW 181 CITY ECFIVFD OF TUKWILA SeattlensWa Wasulting hington PROFESSIONAL STAMP & SIGNATURE 9 APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Solutions & Service ISSUED FOR PERMIT MAY 15 2018 pISP�� MAY 22 2018 �p� ��� "ER ,���®�,Ao :. SIT CENTEt SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ® 1 , \ W.. ("4 O��'��pF (ASy�yc �, , Z �� ` ,M� QjL;� z ` 9 8289 �e /sT . `' �Ss�oNa� EN` °s, ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L.DE WALT DATE _ SUBTITLE SCHEDULES CU REVISE W5723 49 SYMBOL 3 DATE 05.15.18 A RECORD DRAWING MJC KMR /RB 8.30.91 CHECKED ENCKEL SHEET M361M14 B DROPPED CLGS RMS 12BB3 & 11AA4 HARR 09/07/11 ENGINEER D.MEYER TITLE UT17 AND H3 SERVER MIGRATION - BUILDING 9-53.1 MECHANICAL MASTER DEV. CENTER, WA APPROVED BY DEPT. DATE C DEVELOPMENT LAB - RECORD SET 9-12061 WH GV 02.14.14i CHECKED W.PROVEDL D UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 05.15.18 JOB NO. - COMP NO. APPROVED K.RAMSEY APPROVED L. LAW 5.17.90 DWG NO. 9-53.1-M361 AIS -A\DLI\G U\ITS FA\ COOLING COIL HEATING COIL FILTERS VARK TOTAL ELECT CHAR BTU AIR COOLING CHILLED WATER 3TU AIR HEATING HOT WATER \0. AREA SERVED TOTAL CFM STAT HP RPV WHEEL DIA V PH CY COOLING MAX FACE MIN MAX E.A.T. L.A.T. GP's ENT. LVG PRESS HEATING MAX MIN MAX ENT LVG GPM ENT. LVG PRESS PREFILTER FINAL FILTER REMARKS PRESS CAP VEL ROWS FIN/ IN DB °F W3 °F DB °F ° W3 F °F °F DROP CAP FACE VEL ROWS FIN/ IN °F °F °F °F DROP AHU-1 1ST FLOOR 47,600 4.0" 50 800 44," 460 3 60 2 X 687790 495 10 8 71.5 59.50 50.16 49.16 138 45 55 7.7 HI-FLO 3X95 LOCATED IN 2ND FLR MECH RM AHU-2 1ST FLOOR 47,600 4.0" 50 800 44j2" 460 3 60 2 x 155,227 475 2 8 68 72 10.3 170 140 0.025" HI-FLO 3X95 LOCATED IN 2ND FLR MECH RM AHU-3 2ND FLOOR 64,800 4.25" 75 670 54j4" 460 3 60 3 X 624658 496 10 8 71.5 59.50 50.16 49.16 125 45 55 10.9 HI-FLO 3X95 LOCATED IN 2ND FLR MECH RM AHU-4 2ND FLOOR 64,800 4.25" 75 670 54)4" 460 3 60 3 x 158,000 470 2 8 69 75 10.3 170 140 0.25" HI-FLO 3X95 LOCATED IN 2ND FLR MECH RM RF -1 1ST FLOOR 45,000 2.0" 25 465 54%" 460 3 60 LOCATED IN 2ND FLR MECH RM RF -2 2ND FLOOR 62,300 1.5" 25 390 60" 460 3 60 LOCATED IN 2ND FLR MECH RM AHU-5 VESTIBULE 1,990 2.53" 2.0 - 15" 208 3 60 38,540 272 6 11 68 56.50 50.3 49.1 8.2 45 54.4 10.8" 63,642 295 1 8 65 94.2 4.7 170 142.9 3.6" McQuay SKYLINE OAHOO8GDDM PUvD SC-E3ULE WATER CHILLED SCHETAE -XPA\SIO\ TA\KS MARK SERVICE GPv FT.OF TEMP HP REMARKS COMPRESSOR CHILLER CO\DENSOR SYS NO. HEAD LIQ F VARK \0. LOCATION CAP MOTOR FOUL P.D. WATER P.D. REvIA'<S NAR NO. C LOCATIO\ CAP GAL PRESS REVAR�CS P-1 SECONDARY CH WATER 750 40 54 15 LOCATED IN 1ST FLR CHILLER RM TONS V PH HZ FACTOR GPN E\T ° - ° LVG - I . GPM ° ENT _ LVG F I PSIG P-2 SECONDARY CH WATER 750 40 54 15 CH -1 1ST FLR CHILLER RM 300 460 3 60 0.0005 750 54 44 26.2 900 85 95 21.4 ET -1 1ST FLR CHILLER RM 320 50 P-3 SECONDARY CH WATER 750 40 54 15 " (FUTURE) CH -2 1ST FLR CHILLER RM 300 460 3 60 0.0005 750 54 44 26.2 900 85 95 21.4 ET -2 HEAT GENERATOR RM 54 50 P-4 CONDENSER WATER 900 45 85 20 " CH -3 1ST FLR CHILLER RM 300 460 3 60 0.0005 750 54 44 26.2 900 85 95 21.4 FUTURE P-5 CONDENSER WATER 900 45 85 20 " P-6 CONDENSER WATER 900 45 85 20 " (FUTURE) P-7 PRIMARY CH WATER 1,500 65 54 40 HOT WATE CI\RATO SCHEDULE P -7A PRIMARY CH WATER 1 500 65 54 40 (STANDBY) HOT WAT E C H C U LATC S P-2 HOT WATER HEATING 60 60 200 5 INPUT OUTPUT WATER °FOPER NARK SERVICE GPv FT.OF TEMP HP REMAR CS P-2 HOT WATER HEATING 60 60 200 5 " MARK �0 LOCATION BTUH BTUH GPM INLET OUTLET PRESS RE\IAR<S NO. HEAD LIQ °F PSIG P-9 AHU-2 21 10 170 0.5 P-10 AHU-4 32 12 170 0.5 P-11 AHU-5 4.7 11.5 170 1/25 GRUNDFOS UPS 15-58FC 115V SUPER BRUTE PUMP, SET ® SPEED 2. COOLI\S TOWED SC-EDLL- P-12 UH -1 AND 2 5 10 170 0.5 P-13 UH -3 AND 4 7 10 170 0.5 MARC \OV ENT LVG AN 3 NO. TOTAL EXT NO. LOCATIO\ - TO\S GPM WATER °F WATER °F WATER °F OF FAN V PH CY S.P. REVARKS HOT WATER \ T HEATIS FA\S HP NARK WATER TEMP ELECT CHAR CT -1 1ST FLR CHILLER RM 300 900 95 85 68 3 30 460 3 60 ON ROOF NO. SERVICE CFM RPv ENT °F LVG °F HP V PH CY RENAR CS CT -2 1ST FLR CHILLER RM 300 900 95 85 68 3 30 460 3 60 ON ROOF UH -1 CHILLER ROOM 1,004 1,550 170 140 1/8 115 1 60 CT -3 1ST FLR CHILLER RM 300 900 95 85 68 3 30 460 3 60 ON ROOF (FUTURE) UH -2 CHILLER ROOM 1,004 1,550 170 140 1/8 115 1 60 EX HAS ST FA\ SCHEDULE UH -3 2ND FLR FAN RM 1,427 1,550 170 140 1/8 115 1 60 UH -1 CHILLER ROOM 1,427 1,550 170 140 1/8 115 1 60 MAR< STAT V OTOR ELEC CHAR FA \ COI NO.I\ AREA SERVED CFV PRESS RPN HP V PH CY REMA<S HEATHS NAR 3TU ELECT CHAR EF -1 TOILETS 5,000 0.75 492 2.0 460 3 60 NO SERVICE HEATING RPV V OTOR HP V PH CY REMARKS EF -2 700MM PROJECTOR 700 - - 0.75 115 1 60 EXISTING FAN BY OWNER CAPAC -Y EF -3 2ND FLOOR MECH RM 4,080 0.75 542 2.0 460 3 60 FCH-1 STAIRWELL COL D/1 44,000 525 1/20 115 1 60 EF -4 CHILLER ROOM 18,500 1.0 1,570 10.0 460 3 60 BELTDRIVE PANEL AXIAL UH -2 STAIRWELL COL. A/11 75,000 775 1/20 115 1 60 EF -5 LIFT STATION 155 0.19 1,750 1/50 115 1 60 VA7A17 VANE AXIAL FA\ COIL U\IT (FC) SCHEDULE TOTAL MOTOR COOLING DATA FILTER DATA MANU./MODEL REMARKS 3 br 8 °ism? MARK LOCATION MAX FACE EAT °F LAT °F MAX NUMBER SERVED TYPE STAT. PR. CFM VELOCITY EWT LWT FINAL IN. WG HP MBH TOTAL FPM DB WB DB WB °F °F GPM PD FT WATER FILTER FILTER FC-1CC4 NETWORK WALL 0.25 1200 0.57 29.3 306 75 61.1 54.8 52.7 45 53.7 7 11 MERV 4 - LIEBERT DMEO44C R�CFIVEU CITY OF TUKWILA 8,s -p. FSI consultln gneers,.. gn PROFESSIONALO WITHIN THIGNATURE S CLOUDED REVISION AREAS ONLY AS INDICATED Solutions & Service ISSUED FOR PERMITAi MAY 15, 2018 ����� PLAY �T 222018SeattleWas PP,d ,,,`).d, ERMIT 64..1:iV4Z. MIT CENTER : SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 4 %A C,q� ��� of 't!' e 14 5 X11:. `w fit/ 3 >�� �`{ 48288 ` �C-'. -� ,�, ST R \�� . ` SS,aNAL ENG. 05.15.18 SICXAD ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE SUBTITLE SCHEDULE - MECHANICAL EQUIPMENT CURRENT REVISION fl W5723449 SYMBOL DATE 05.15.18 A REPLACE LOBBY A C UNIT 11914189 M.WONG RWS 06.28.11 CHECKED SHEET N1115 B UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 05.15.18 ENGINEER TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-53 MECHANICAL MASTER DEV. CENTER, WA 0:/ a . _AM.& �� 74 APPROVED BY DEPT. DATE CHECKED JOB NO. COMP N0. APPROVED APPROVED - DWG No. 9-53-M362 SPLIT SYSTEv .,\ T SC-E3ULE CALLOUT LOCATION AREA SERVED UNIT CONFIGURATION RATED UNIT EFFICIENCY [1] INDOOR FAN COOLING [4] OPERATING WEIGHT (LBS) BASIS OF DESIGN NOTES TYPE MARK CFM MOTOR NOMINAL CAPACITY (TONS) [5] TOTAL COOLING (BTUH) SENSIBLE COOLING (BTUH) MANUFACTURER MODEL SEER HP BHP AC 1CC4 CC4 NETWORK ROOM WALL — 1075 0.43 — 2.5 35000 28800 365 LIEBERT DME037E CU 1CC4 YARD NETWORK ROOM HORIZONTAL 9.32 — — — 2.5 35000 28800 351 LIEBERT PFH037AH SCHEDULE NOTES: 1 TEST PROCEDURE: AHRI 340/360 2STATIC PRESSURE EXTERNAL TO UNIT 3 NOT USED 4 AT 95 DEG F OUTDOOR AIR DRYBULB TEMPERATURE 5NOMINAL TONNAGE INCLUDED FOR REFERENCE ONLY — DO NOT USE FOR FINAL SIZING OF EQUIPMENT SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 05.15.18 Q� BOE/NG° C'- PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 05.15.18 SIGNED 1 1 FSi consulting engineers Seattle, Washington Solutions & Service DRAWN DATE SUBTITLE ACCEPTABILITY WHB 04.10.18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED GLS 04.10.18 ENGINEER TITLE APPROVED BY DEPT. DATE AWL 04.10.18 CHECKED APPROVED APPROVED b 18- Ots? ISSUED FOR PERMIT MAY 15, 2018 SCHEDULE - MECHANICAL EQUIPMENT Al3g1141r AN POVALD tUiEED RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER CURRENT REVI ION SYMBOL W5723449 0 G DATE 05.15.18 _ MECHANICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 SHEET M363 M16 JOB NO, COMP NO. DWG N0. DEV. CENTER, WA 9-53—M363 SYM MAINTAIN ALL REQUIRED ACCESS AREAS, TYP 1-3/ 'RL 7/8"RLQ 7/8"RL 7/8"RIS 1-3/8 0 o (p E\ l 0 ACCU 1�/o L LLLL IIII 0 0 1-3/8"RS 1-3/8"RL 1-3 8"R • 1-3/8"RL X 7/8"RL 0 A1 —3/8"RS 1-3/8"RS 3/8"RS 1-3/8"RS 1 —3/8"RL 1-3/8"RL 1-3/8"RL 3/8"RL ACCU 2 CONCRETE HOUSEKEEPING PA SEE STRUCTURAL REVISION 7/8"RL 7/8"RI DDC PANEL NETWORK SWITCH AND SITELINK 7/8"RL 1-3/8"RL 1-3/8"RL TO DDC FOR MO SYSTEM rITORING M450 M451 `/, W-5`.„ TO VAV TERMINAL 8" -H HDDC SENSOR I T COLD AISLE (CEILING MOUNIILED)_ _ i TO DDC S STEM FOR MONIT RING -H I I I 10 HDDC SENSOR IV COLD AISLE 0 (CEILING MOUNTED)_ — -1 H I I I- -I 1------1 OI F 01 RACK—MOUNTED SENSOR, TYPICAL 1 1 1 i 1 1 frrry ta A T1 BY APPROVED DATE SYM REVISION E\ LAGE3 PLA\ 1 SCALE: 1/4" = 1'-0" BY 1 M 13,1 M 14 M450 APPROVED DATE DEVELOPMENT LAB - RECORD SET 9-12061 A UT17 AND H3 SERVER MIGRATION W5723449 WH FSi GV AWL 02.14.14 05.15.18 Q� BOE/NG PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED SICNED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED • FSi consulting engineers Seattle, Washington Solutions & Service DRAWN DATE APPROVED BY DEPT. DATE CHECKED ENGINEER SUBTITLE BB LEGE\J GE\EAL \ETES 1. FOR SYMBOLS AND ABBREVIATIONS, REFER TO SHEETS M1 AND M1-1. 2. GENERAL NOTES ON SHEET M2 SHALL APPLY. 3. FOR SYSTEM PIPING DIAGRAM, SEE 4. FOR CONTROL DIAGRAM, SEE M450 M311 M450 M504 FOR SYSTEM PIPING DIAGRAM SEE HFEH\CE M450 1M506 DAWI\GS 9-53.1—M312 �0\STUCTIO OTES 1D 11 VERIFY OPERATION OF EQUIPMENT 3 WEEKS PRIOR TO START OF CONSTRUCTION. COORDINATE WITH MANUFACTURER'S REPRESENTATIVE SHOULD MAINTENANCE BE REQUIRED. RELOCATE SENSOR TO ABOVE COLD AISLE. ® 0 © ® ®0 0 00 0 EXI S TING BLDG 9- 53 ISSUED FOR PERMIT MAY 15, 2018 ENLARGED PLAN KEY PLAN NOT TO SCALE ED CITY i �. KWILA MAY 2 2 2018 PERMIT CENTER Sezo 4 2 0 2 4 C ' REVISIO` . ` SYMBOL DATE CU W572 '449 8 05.15.18 CHECKED APPROVED APPROVED TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-53.1 MECHANICAL MASTER COL. BB—CC/6-5 DEV. CENTER, WA SHEET M450 M17 JOB NO. 9-12061 COMP NO. DWG NO. 9-53.1—M450 SYM REVISION X 1 M452 M505 3 /CR\ 1CC2 /CR 3CC2 48"►I 48" • r Ii f._ r-- . j 1 1 I 1 1 I 1-75-1—C71-771 1 X x 1 BY APPROVED CH WS CH WR 4 M452 M505 TO CMCS FOR MONITORING 3" CHWR AND CHWS DOWN TO UNDERFLOOR SPACE. ---r---r-- I 1 1 1 1 1 1 1 I 1 0 0 0 ki 48" CR\ 2CC2 CO CT) TO CMCS FOR MONITORING -coT--r�–r—�–r— TT -Q -1 1 1 I I I I I I I 1 1 1 1 1 1 I I 1 1 1 1 1 I I I 1 1 1 1 1 1 I L---I----L---L----1----L---L--J r--T--T--T--T--T--T---1 I I I 1 I I I L O _1_O� O� O� O� O� OJ T T T T r T�T' T�T�T T -Q, I I I 1 I I I I I 1 I I L--J---J---J---J---J---J---J 3 (-71 M452 M505 DATE SYM ___________ PRESSURE DIFFERENTIAL SENSOR TO GAGS FOR CONTROL OF SP SETPOINT E\ AGE: SCALE: 1/4" = 1'-0" REVISION DLA\ BY APPROVED DATE ORIG UT17 AND H3 SERVER MIGRATION W5723449 FSi AWL 05.15.18 ?,,,,m.",&27.mr BB PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED FSi consulting engineers Seattle, Washington Solutions (Sc Service DRAWN WHB CHECKED GLS LEGE\3 GE\HAL \OTES SEE STRUCTURAL FOR CONCRETE HOUSEKEEPING PAD. MAINTAIN MINIMUM 36" CLEARANCE ON ALL SIDES OF CONDENSER SKID. SEE SHEET M361 FOR CRAC UNIT SCHEDULES. 4. SEE SHEET M312 FOR CONTROL DRAWINGS .EFRE\CE JAWI\;S 9-53.1—M312 CO\ STS U CTI 3\ \OTES: ALL HYDRONIC PIPING TO BE ROUTED BELOW RAISED FLOOR. PROVIDE LIQUID SENSOR BELOW RAISED FLOOR. SENSOR TO BE SUPPLIED BY LIEBERT. PROVIDE IN CONTAINMENT PAN. CONNECT TO CMOS. ROUTE PIPING ALONG BUILDING. COORDINATE WITH STRUCTURAL FOR SUPPORT BRIDGE. DATE SUBTITLE 04.10.18 04.10.18 ISSUED FOR PERMIT MAY 15, 2018 ENLARGED PLAN m0 ® © ® 0 0 10 00 EXISTIN G BL DG 9- 53 C4 8 E RECEIVED crry<gf PviNILA AY 2 2E 2018 8q4D IT CE 4410 APPROVED BY DEPT. DATE ENGINEER AWL CHECKED 04.10.18 APPROVED APPROVED TITLE MECHANICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53.1 COL. BB—CC/1-3 DEV. CENTER, WA SHEET 723449 SYMBOL M452 SIG DATE 05.15.18 M18 JOB NO. 89065/890687 DWG NO. 9-53.1—M452 COMP NO. DRILL FOR 1/2"0 HILTI KWIK BOLT TYP. ALL PIPE PENETRATIONS SHALL BE SEALED AIRTIGHT BASE PLATES SHALL BE POSITIONED ON THE NEW EQUIPMENT PAD. POSITION THE PLATES SUCH THAT THE CENTER OF THE PLATES IS AT LEAST 9 INCH FROM THE EDGE OF THE PAD. 1/2" FULL PORT BALL VALVE, WITH CAPPED HOSE CONNECTION 3/4" DRAIN VALVE (TYP OF 2) 1-1/2" GRAVITY CONDENSATE DRAIN 1/2"0 HILTI KWIK BOLT II MIN EMBED 3 1/2" (INTO EXIST CONCRETE), TYP PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED FSi consulting engineers Seattle, Washington • l6- 015"t ISSUED FOR PERMIT Solutions & Service MAY 15, 2018 RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - DEVELOPMENT LAB - RECORD SET A UT17 AND H3 SERVER MIGRATION 9-12061 WH GV 02.14.14 W5723449 FSi AWL 05.15.18 Q� BOE/NG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN DATE SUBTITLE CHECKED ENGINEER DATE TITLE DETAILS - MECHANICAL CURRENT REVISION P SYMBOL W57234 9 DATE 05.15.18 SHEET INTEGRATED TECHNICAL DEVELOPMENT LAB CHECKED APPROVED BUILDING 9-53.1 M505 JOB NO. 9-12061 M19 COMP NO. APPROVED SICNRD MECHANICAL MASTER DEV. CENTER, WA DWG NO. 9-53.1—M505 \BABBAGE\Documents\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053—EO.dwg 0 co r SYM cE\EaL \OTES: A. WORK INCLUDED: FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS FOR COMPLETION OF ALL ELECTRICAL SYSTEMS AND RELATED WORK AS INDICATED ON THE DRAWINGS. THE WORK TO BE PERFORMED INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING SYSTEMS: 480Y/277V POWER, 208Y/120V POWER, LIGHTING, GROUNDING, FIRE ALARM, DATA AND OTHER WORK AS SHOWN ON THE DRAWINGS. B. CODES AND ORDINANCES: ALL WORK SHALL COMPLY WITH LOCAL ORDINANCES, AND SHALL CONFORM TO THE NEC. C. DEMOLITION: 1. UNLESS OTHERWISE INDICATED, THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL MATERIAL, EQUIPMENT, WIRING DEVICES, LIGHTING FIXTURES, CABLES, AND WIRING, INCLUDING THOSE ITEMS ASSOCIATED WITH THE TELEPHONE, DATA, PAGING AND FIRE ALARM SYSTEMS. 2. ALL UNUSED CONDUIT AND WIRING SHALL BE COMPLETELY STRIPPED AND REMOVED BACK TO THE SOURCE OR CLOSEST ACTIVE JUNCTION BOX, SCHEDULED TO REMAIN, EXCEPT WHEN LOCATED IN AN EXISTING FLOOR SLAB NOT SCHEDULED FOR DEMOLITION. THESE UNUSED CONDUITS SHALL BE CUT OFF AND PLUGGED FLUSH WITH SLAB SURFACE. 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE BOEING REPRESENTATIVE FOR DIRECTIONS OF THE DISPOSAL, SALVAGE, RELOCATION ETC, OF ALL REMOVED ITEMS LISTED IN NOTE 1, ABOVE. 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DE—ENERGIZING ANY POWER SERVICE REQUIRED FOR THIS DEMOLITION WORK TO ENSURE SAFE WORKING CONDITIONS. 5. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH THE BOEING REPRESENTATIVE ANY POWER, TELEPHONE, DATA, CMCS, PLANT PAGING, FIRE ALARM AND ADT CONTROLS SHUT DOWNS REQUIRED BY THIS DEMOLITION WORK AND, ALSO ENSURE THAT ADEQUATE TEMPORARY AND/OR REROUTING OF SERVICES ARE APPROVED TO AREAS NOT PART OF THIS DEMOLITION WORK, BUT WHICH ARE ADJACENT TO THE AREA(S) OF WORK AND WHICH WOULD BE AFFECTED BY A SHUT DOWN. THE ELECTRICAL CONTRACTOR SHALL FOLLOW THE BOEING STANDARD LOCKOUT/TAG OUT PROCEDURES THROUGHOUT ANY REQUIRED SHUT DOWN, DEMOLITION AND/OR TEMPORARY RECONNECTION PROCESS. 6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE ENGINEER OF RECORD FOR THE MAINTENANCE AND REROUTING OF ALL EXISTING POWER, LIGHTING, TELE/DATA, FIRE ALARM, ADT AND PLANT PAGING SYSTEMS CIRCUITS THAT PASS THROUGH THE DEMOLITION AREA BUT ARE NOT INDICATED FOR REMOVAL, AS FIELD REQUIRED. 7. THE ELECTRICAL CONTRACTOR SHALL OBTAIN FROM AND COORDINATE WITH THE ENGINEER OF RECORDS FOR REPRESENTATIVE THE PROVISIONS AND REQUIREMENTS OF TEMPORARY POWER SERVICE FOR THE DEMOLITION WORK. 8. REMOVAL AND DISPOSAL OF ALL IDENTIFIED HAZARDOUS MATERIALS SHALL BE PERFORMED UNDER THE REQUIREMENTS OF BOEING SHEA, OSHA, EPA AND ANY OTHER AUTHORITY HAVING JURISDICTION IN APPLICABLE STATE, CITY AND LOCAL CODES. D. RECORD DRAWINGS: MAINTAIN "AS -BUILT" DRAWINGS ON SITE, UP TO DATE AT ALL TIMES. THESE DRAWINGS SHALL CLEARLY INDICATE, IN RED PENCIL ON COPIES OF CONTRACT DRAWINGS, THE LOCATIONS OF ALL CONCEALED AND UNDERGROUND CONDUIT, AND ALL DEVIATIONS TO THE DRAWINGS. . MATERIALS AND EQUIPMENT: EXCEPT AS OTHERWISE INDICATED, ALL MATERIALS AND EQUIPMENT SHALL BE NEW, FREE OF DEFECTS, AND SHALL BE UL APPROVED AND LABELED. 1. RIGID METAL CONDUIT: HOT—DIP GALVANIZED, THREADED; FITTINGS AND CONDUIT BODIES TO BE THREADED TYPE, GALVANIZED, MATERIAL TO MATCH CONDUIT. 2. ELECTRICAL METALLIC TUBING (EMT): STEEL TUBING, HOT—DIP GALVANIZED; FITTINGS TO BE GALVANIZED STEEL, RAINTIGHT, INSULATED THROAT, COMPRESSION TYPE.. 3. FLEXIBLE METAL CONDUIT: LIQUIDTIGHT WITH COPPER BONDING TAPE AND PVC WEATHERPROOF JACKET. 4. OUTLET BOXES: GALVANIZED STEEL, 4" SQUARE; BOXES LARGER THAN 12 INCHES IN ANY DIMENSION TO BE HINGED ENCLOSURE, NEMA 12. 5. BUILDING WIRE: INTERIOR FEEDERS AND BRANCH CIRCUITS TO BE COPPER, STRANDED CONDUCTOR, 600V INSULATION, 90 DEGREE TYPE THHN/THWN; EXTERIOR FEEDERS AND BRANCH CIRCUITS TO BE COPPER, STRANDED CONDUCTOR, 600V INSULATION, TYPE XHHW. 6. WIRING DEVICES: SPECIFICATION GRADE AND UL LISTED, DEVICE PLATES AND DEVICE COLOR TO MATCH EXISTING IN IMMEDIATE AREA OF NEW WORK. IN GENERAL, FACTORY AREAS WILL HAVE BROWN COLORED DEVICES AND GALVANIZED STEEL DEVICE PLATES; OFFICE AREAS WILL HAVE DEVICES AND DECORATIVE DEVICE PLATES AS SPECIFIED BY THE ARCHITECT. 7. CIRCUIT BREAKERS INSTALLED IN EXISTING PANELBOARDS: THE SAME MANUFACTURER AND FRAME TYPE AS THOSE REQUIRED FOR THE EXISTING PANELBOARDS. RATINGS AND FRAME TYPES SHALL BE AS INDICATED ON DRAWING OR IN PANEL SCHEDULES. 8. CONDUIT AND EQUIPMENT SUPPORTS: CONDUIT CLAMPS, STRAPS, AND SUPPORTS TO BE GALVANIZED STEEL; SUPPORT CHANNEL TO BE ELECTRO—GALVANIZED, 12 GAUGE, 1-5/8"X1-5/8" MINIMUM SIZE. SUPPORT SYSTEMS SHALL BE ADEQUATE FOR WEIGHT OF EQUIPMENT AND CONDUIT, INCLUDING WIRING, WHICH THEY CARRY; AND SHALL CONFORM TO SEISMIC REQUIREMENTS OF UNIFORM BUILDING CODE (UBC) ZONE 3. 9. CIRCUIT IDENTIFICATION: NAMEPLATES TO BE ENGRAVED METAL OR PHENOLIC WITH 1A" WHITE LETTERS ON BLACK BACKGROUND; LABELS TO BE EMBOSSED ADHESIVE TAPE, 3/8" INCH, WHITE LETTERS ON BLACK BACKGROUND; WIRE AND CABLE MARKERS TO BE CLOTH MARKERS, SPLIT SLEEVE OR TUBING TYPE. F. EXECUTION 1. CONDUITS A. USE 1/2" EMT UNLESS OTHER NOTED OR AS SHOWN ON THE DRAWINGS. B. USE RIGID GALVANIZED STEEL FOR ALL CONDUIT RUN UNDERGROUND, IN CHASES, C. HEADROOM SHALL BE REQUIRED TO BE 7'—O" MINIMUM UNLESS OTHERWISE SHOWN ON DRAWINGS OR APPROVED BY OWNER. D. ROUTE EXPOSED CONDUIT PARALLEL AND PERPENDICULAR TO WALLS AND ADJACENT PIPING. E. MAINTAIN MINIMUM 6 INCH CLEARANCE BETWEEN CONDUIT AND PIPING. MAINTAIN 12 INCH CLEARANCE BETWEEN CONDUIT AND HEAT SOURCES SUCH AS FLUES, STEAM PIPES, AND HEATING APPLIANCES. REVISION BY APPROVED DATE SYM F. DO NOT FASTEN CONDUIT WITH WIRE OR PERFORATED PIPE STRAPS. REMOVE ALL WIRE USED FOR TEMPORARY CONDUIT SUPPORT DURING CONSTRUCTION, BEFORE CONDUCTORS ARE PULLED. G. CONDUIT TERMINATIONS AT SWITCHBOARDS, PULLBOXES, ETC., SHALL BE RIGIDLY SECURED USING LOCKNUTS AND METALLIC GROUNDING INSULATING BUSHINGS WHERE REQUIRED OR INDICATED ON DRAWINGS. H. USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION, AS AROUND BEAMS, ON APPROVAL OF ENGINEER ONLY. I. WHERE CONDUITS ENTER/EXIT FLOOR, PROVIDE THREADED COUPLING WITH UPPER END FLUSH WITH FINISHED FLOOR. INSTALL THREADED PLUGS IN UNUSED CONDUITS. J. SEAL RACEWAY PENETRATION WHERE RACEWAY PASSES THROUGH EXTERIOR WALL, FLOOR OR RATED FIREWALL WITH MATERIAL COMPATIBLE WITH BUILDING MATERIAL THROUGH WHICH THE RACEWAY PASSES. ALL SEALING COMPOUNDS MUST BE UL LISTED FOR THE APPLICATION. 2. COORDINATION OF BOX LOCATIONS: A. PROVIDE ELECTRICAL BOXES AS SHOWN ON THE DRAWINGS, AND AS REQUIRED FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT CONNECTIONS, AND CODE COMPLIANCE. B. SUPPORT BOXES INDEPENDENT OF CONDUIT. C. ELECTRICAL BOX LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE UNLESS DIMENSIONED. VERIFY LOCATION OF OUTLETS IN OFFICES AND WORK AREAS PRIOR TO ROUGH—IN. D. LOCATE AND INSTALL BOXES TO ALLOW ACCESS. WHERE INSTALLATION IS INACCESSIBLE, COORDINATE LOCATIONS AND SIZES OF REQUIRED ACCESS DOORS. E. LOCATE AND INSTALL TO MAINTAIN HEADROOM AND TO PRESENT A NEAT APPEARANCE. HEADROOM SHALL BE REQUIRED TO BE 7'-0" MINIMUM UNLESS OTHERWISE SHOWN ON DRAWINGS OR APPROVED BY OWNER. F. DO NOT INSTALL OUTLET BOXES BACK-TO—BACK IN WALLS, PROVIDE 16" MINIMUM SEPARATION. 3. SUPPORTING DEVICES A. FASTEN HANGER RODS, CONDUIT CLAMPS, AND OUTLET AND JUNCTION BOXES TO BUILDING STRUCTURE USING BEAM CLAMPS. B. USE SELF—DRILLING ANCHORS OR EXPANSION ANCHORS ON CONCRETE SURFACES; SHEET METAL SCREWS IN SHEET METAL STUDS. C. DO NOT FASTEN SUPPORTS TO PIPING, DUCTWORK, MECHANICAL EQUIPMENT, OR CONDUIT. D. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR STEEL CHANNEL, RIGIDLY WELDED OR BOLTED TO PRESENT A NEAT APPEARANCE. USE HEXAGON HEAD BOLTS WITH SPRING LOCK WASHERS UNDER ALL NUTS. COLD GALVANIZE ENDS OF CUT CHANNEL IN EXTERIOR AND DAMP LOCATIONS. E. IN WET LOCATIONS, INSTALL FREE STANDING ELECTRICAL ENCLOSURES ON HOUSEKEEPING PADS, 3" MINIMUM HIGH. F. INSTALL SURFACE MOUNTED CABINETS, ENCLOSURES, AND PANELS WITH A MINIMUM OF FOUR ANCHORS. PROVIDE STEEL CHANNEL SUPPORTS AND PROVIDE MINIMUM 1" GAP BETWEEN WALL AND EQUIPMENT. 4. DEVICE MOUNTING HEIGHTS AND ORIENTATION A. FACTORY AREAS: MOUNT DEVICES AT 48" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. IF IMMEDIATE AREA HAS DEVICES MOUNTED BELOW 48", CONTACT OWNER FOR RESOLUTION OF MOUNTING HEIGHT. B. OFFICE AREAS: MOUNT DEVICES AT 18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. IF IMMEDIATE AREA HAS DEVICES MOUNTED BELOW 18", CONTACT OWNER FOR RESOLUTION OF MOUNTING HEIGHT. C. SWITCHES SHALL BE MOUNTED WITH OFF POSITION DOWN. D. 120V STRAIGHT BLADE RECEPTACLES SHALL BE MOUNTED WITH GROUND BLADE AT BOTTOM. E. 480V PIN AND SLEEVE DEVICES SHALL BE INSTALLED WITH A NEMA 12 UNFUSED DISCONNECT SWITCH AS INDICATED ON DRAWINGS. 5. GENERAL WIRING METHODS A. USE NO WIRE SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS, AND NO SMALLER THAN 14 AWG FOR CONTROL WIRING, UNLESS OTHERWISE NOTED ON THE DRAWINGS. B. SPLICE ONLY IN JUNCTION OR OUTLET BOXES. NO SPLICING SHALL BE PERMITTED IN PANELBOARD ENCLOSURES WITHOUT SPECIFIC APPROVAL FROM OWNER. C. FEEDERS SHALL NOT BE SPLICED WITHOUT SPECIFIC APPROVAL FROM OWNER. D. NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS. 6. WIRING CONNECTIONS AND TERMINATIONS A. SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES. B. THOROUGHLY CLEAN WIRES BEFORE INSTALLING LUGS AND CONNECTORS. C. MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORS WITHOUT PERCEPTIBLE TEMPERATURE RISE. D. TERMINATE DEAD -ENDED CONDUCTORS WITH ELECTRICAL TAPE AND MAKE SAFE. 7. COLOR CODING A. INSULATION ON PHASE CONDUCTOR SIZES #8 AWG AND SMALLER SHALL BE COLORED, #6 AWG AND LARGER MAY HAVE BLACK INSULATION WITH PLASTIC TAPE OF THE APPROPRIATE COLOR FROM THE TABLE BELOW. B. INSULATION ON THE GROUNDED CONDUCTOR (NEUTRAL) SIZES #6 AWG AND SMALLER SHALL BE COLORED, #4 AWG AND LARGER MAY HAVE BLACK INSULATION WITH PLASTIC TAPE OF WHITE OR GRAY IN ACCORDANCE WITH THE TABLE BELOW. DESCRIPTION PHASE A (LEFT) PHASE B (CENTER) PHASE C (RIGHT) NEUTRAL GROUND 120/208V 277/480V BLACK BROWN RED ORANGE BLUE YELLOW WHITE WHITE GREEN GREEN ISOLATED GROUND GREEN W/ YELLOW TRACER 8. CIRCUIT IDENTIFICATION A. USE EMBOSSED TAPE FOR INTERIOR 120V RECEPTACLES, 120V & 277V LIGHT SWITCHES, BOXES AND DEVICES, AND JUCTION BOXES. B. INSTALL ENGRAVED NAMEPLATES ON ALL 480V RECEPTACLES, EQUIPMENT DISCONNECTS, CONTROL PANELS, ETC., AND ALL EXTERIOR EQUIPMENT AND DEVICES, INSTALLED OR REVISED UNDER THIS CONTRACT. THIS INCLUDES THOSE NOT PHYSICALLY RELOCATED BUT RECIRCUITED. D. SECURE NAMEPLATES TO EQUIPMENT USING SCREWS OR WIRE LOOP. ADHESIVES ARE NOT ACCEPTABLE. F. NAMEPLATES AND LABELS SHALL INDICATE PANEL AND CIRCUIT NUMBER EQUIPMENT IS SERVED FROM. (E.G. - "206A5E/2A" FOR CIRCUIT 2A FROM PANEL 206A5E) G. PROVIDE WIRE MARKERS ON EACH CONDUCTOR IN PANELBOARD GUTTERS, PULL BOXES, OUTLET AND JUNCTION BOXES, AND AT ALL LOAD CONNECTIONS. IDENTIFY WITH BRANCH CIRCUIT OR FEEDER NUMBER AS INDICATED ON DRAWINGS. FOR CONTROL WIRING, IDENTIFY WITH WIRE NUMBER INDICATED ON THE SCHEMATIC OR INTERCONNECTION DIAGRAMS. 9. EMERGENCY POWER IDENTIFICATION A. IDENTIFY ALL BOXES, ENCLOSURES, PANELS, ETC. WHICH CONTAIN EMERGENCY POWER CIRCUITS AND ARE INSTALLED OR WORKED IN WITH APPROPRIATE "EMERGENCY SYSTEM" LABELS AS REQUIRED BY THE WAC. REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE DAT 05.15.18 A33EVIATIO\S AF AFF AHU AL AT AWG CB CMCS CO DED EF EMT EWC FVNR GFCI GND HP IMC kcMIL LV M.BKR. MCC MLO NEC N/A NC NO PA PH PNL PVC RF SWBD SWGR SF ST TBD TD THHN THWN T/S UH VFD WP XFMR XP FRAME RATING IN AMPS ABOVE FINISHED FLOOR AIR HANDLING UNIT ALUMINUM TRIP RATING IN AMPS AMERICAN WIRE GAUGE CIRCUIT BREAKER CENTRAL MANAGEMENT CONTROL SYSTEM CONDUIT ONLY DEDICATED EXHAUST FAN ELECTRICAL METALLIC TUBING ELECTRIC WATER COOLER FULL VOLTAGE, NON—REVERSING GROUND FAULT INTERRUPTER GROUND HORSEPOWER INTERMEDIATE METAL CONDUIT THOUSAND CIRCULAR MILS LOW VOLTAGE MAIN BREAKER MOTOR CONTROL CENTER MAIN LUGS ONLY NATIONAL ELECTRICAL CODE NOT APPLICABLE NORMALLY CLOSED NORMALLY OPEN PAGING SYSTEM PHASE PANEL POLY -VINYL CHLORIDE (CONDUIT) RETURN FAN SWITCHBOARD SWITCHGEAR SUPPLY FAN SHUNT TRIP TO BE DETERMINED TIME DELAY WIRE INSULATION TYPE WIRE INSULATION TYPE TWISTED & SHIELDED UNIT HEATER VARIABLE FREQUENCY DRIVE WEATHER PROTECTED TRANSFORMER EXPLOSION—PROOF REFER TO N.E.C. REFER TO N.E.C. SCOPE OF WN POWER OUTAGE SCOPE OF WORK AND SCHEDULE I. ROOM UT17 DEMOLITION a. DISCONNECT AND REMOVE ALL UNDERFLOOR POWER RECEPTACLES, ASSOCIATED CONDUIT AND RACEWAY, BOXES,AND CABLES BACK TO SOURCE. b. DISCONNECT AND REMOVE POWER TO EXISTING AC UNITS. c. DISCONNECT AND REMOVE EMERGENC POWER OFF (EPO) SWITCH TO PDU UNITS IN SPACE. d. DISCONNECT AND REMOVE UPS EQUIPMENT, INCLUDING MAINTENANCE BYPASS PANEL. e. DISCONNECT AND REMOVE POWER DISTRIBUTION UNIT (PDU). f. DISCONNECT AND REMOVE TWO (2) POWER PANELBOARDS. II. ROOM H3 DEMOLITION a. DISCONNECT AND REMOVE CABLES BACK TO SOURCE b. DISCONNECT AND REMOVE C. DISCONNECT AND REMOVE d. DISCONNECT AND REMOVE e. DISCONNECT AND REMOVE ALL UNDERFLOOR POWER RECEPTACLES, ASSOCIATED CONDUIT AND RACEWAY, BOXES, AND THREE (3) POWER DISTRIBUTION UNITS (PDU'S) MAINTENANCE BYPASS PANEL. EMERGENC POWER OFF (EPO) SWITCH TO PDU UNITS IN SPACE. ALL OVERHEAD BUSWAY, BUS PLUGS, AND ASSOCIATED POWER CONNECTIONS. III. NETWORK ROOM 12664 DEMOLITION a. DISCONNECT AND REMOVE LOCAL AREA SWITCHING OF LIGHT FIXTURE TO SUPPORT DEMOLITION OF STRUCTURAL WALL CABLES BACK TO SOURCE. IV. ROOM UT17 a. PROIVDE AND INSTALL TWO (2) 300kVA POWER DISTRIBUTION UNITS (PDU'S) FOR ` REDUNDANT POWER TO SERVER RACK—MOUNTED EQUIPMENT. b. PROVIDE AND INSTALL 18" WIDE, LADDER—TYPE POWER CABLE TRAY FROM PDU TO SERVER RACKS. c. PROVIDE FLEXIBLE ARMORED CABLING AND SPECIFIED 208V PLUG RECEPTACLES FOR SERVER RACK POWER. d. PROVIDE AND INSTALL NETWORK CABLE TRAY (FIBER AND COPPER). e. PROVIDE GROUNDING FOR SERVER RACK EQUIPMENT AND OVERHEAD CABLE TRAY. f. PROVIDE SECURE CONDUIT SLEEVES BETWEEN INDIVIDUAL SPACES FOR NETWORK CABLING. g. PROVIDE LED RETROFIT KIT FOR EXISTING 2x4 LIGHT FIXTURES. h. PROVIDE FIRE ALARM ANNUNCIATION AND SMOKE DETECTION EQUIPMENT FOR THE SPACE. V. ROOM H3 a. PROVIDE TWO (2) 1200A AUTOMATIC TRANSFER SWITCHES FROM STANDBY GENERATOR POWER. RACK—MOUNTED EQUIPMENT. b. PROVIDE 1200A, 480V, 3-PHASE, 3—WIRE DISTRIBUTION POWER PANEL. c. PROVIDE AND INSTALL TWO (2) 300kVA POWER DISTRIBUTION UNITS (PDU'S) FOR REDUNDANT POWER TO SERVER RACK—MOUNTED EQUIPMENT. d. PROVIDE AND INSTALL 18" WIDE, LADDER—TYPE POWER CALBE TRAY FROM PDU TO SERVER RACKS. e. PROVIDE CMCS PANEL AND CONNECTION TO ATS FOR CENTRAL ALARM/STATUS MONITORING. f. PROVIDE FLEXIBLE ARMORED CABLING AND SPECIFIED 208V PLUG RECEPTACLES FOR SERVER RACK POWER. g. PROVIDE AND INSTALL NETWORK CABLE TRAY (FIBER AND COPPER). h. PROVIDE GROUNDING FOR SERVER RACK EQUIPMENT AND OVERHEAD CABLE TRAY. i. PROVIDE SECURE CONDUIT SLEEVES BETWEEN INDIVIDUAL SPACES FOR NETWORK CABLING. j. PROVIDE LED RETROFIT KIT FOR EXISTING 2x4 LIGHT FIXTURES. k. PROVIDE FIRE ALARM ANNUCIATION AND SMOKE DETECTION EQUIPMENT FOR THE SPACE. VI. NETWORK ROOM 12BB4 a. PROVIDE AND INSTALL TWO (2) 208Y/120V POWER DISTRIBUTION PANELS. RACK—MOUNTED EQUIPMENT. b. PROVIDE AND INSTALL 18" WIDE, LADDER—TYPE POWER CALBE TRAY FROM PDU TO SERVER RACKS. c. PROVIDE CMCS PANEL AND CONNECTION TO ATS FOR CENTRAL ALARM/STATUS MONITORING. d. PROVIDE FLEXIBLE ARMORED CABLING AND SPECIFIED 208V PLUG RECEPTACLES FOR SERVER RACK POWER. e. PROVIDE AND INSTALL NETWORK CABLE TRAY (FIBER AND COPPER). f. PROVIDE GROUNDING FOR SERVER RACK EQUIPMENT AND OVERHEAD CABLE TRAY. g. PROVIDE SECURE CONDUIT SLEEVES BETWEEN INDIVIDUAL SPACES FOR NETWORK CABLING. h. PROVIDE LED RETROFIT KIT FOR EXISTING 2x4 LIGHT FIXTURES. i. PROVIDE FIRE ALARM ANNUCIATION AND SMOKE DETECTION EQUIPMENT FOR THE SPACE. j. PROVIDE POWER CONNECTION WITH EQUIPMENT DISCONNECT FOR LIEBERT AC COOLING UNIT (PROVIDED BY OTHERS). VII. UPS ROOM 22BB2 a. PROVIDE AND INSTALL 300kVA UNINTERRUPTIBLE POWER SUPPLY UNIT WITH MAINTENANCE BYPASS PANEL. b. PROVIDE CONDUCTORS AND RACEWAY FOR UPS POWERED CIRCUITS THROUGH SECOND LEVEL FLOOR TO SERVER ROOMS LOCATED ON FIRST FLOOR. c. PROVIDE AND INSTALL 480V, 3—PHASE, 3—WIRE POWER DISTRIBUTION PANELBOARD. d. PROVIDE POWER CONNECTION AND EQUIPMENT DISCONNECT FOR LOCAL COOLING UNIT. VIII. 9-53 BUILDING EXTERIOR a. PROVIDE AND INSTALL 1000kVA DIESEL STANDBY GENERATOR SYSTEM WITH SOUND ATTENUATION ENCLOSURE AND FIXED RESISTOR LOAD BANK. b. PROVIDE CAM—LOK CONNECTION ENCLOSURE FOR PORTABLE LOAD BANK. c. PROVIDE 120V MAINTENANCE POWER RECEPTACLES. d. PROVIDE WALL—MOUNTED FLOOD LIGHTS. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B.ARZADON DATE SUBTITLE 06.16.14 CHECKED D.TOWNSED ENGINEER. CHECKED APPROVED APPROVED 06.16.14 ISSUED FOR PERMIT MAY 15, 2018 GENERAL NOTES RECEIVED CITY OF TUKWILA • MAY 2 2 2018 PERMIT CENTER E- • NE ENGINEERING, INC. E °' CTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 DEV. CENTER, WA SHEET EO JOB NO. W5723449 COMP NO. DWG NO. 09-53-E0 N W cn 0-1t N 0 0 i 0 0 0 0 0 81-040 SH Boe 9-53 Serve \BABBAGE\Documents \ES\Projects\ 18\ m 0) a 0 0 0 0 CC 134 F �— -H rL -1J H- H -H L_ - v \ PANEL 1M3-8 SYM 1003-7/13,15,17 1 aa3-7/1,3,5,2,4,6 REVISION 133 PANEL 1 M3-7 138 BY APPROVED DATE SYM POWER DISTRHUTIO\ PLA\ - FIRST FLOG \OATH SCALE: 1 /8"=1'-0 REVISION BY APPROVED DATE A CHANGED ROOMS 155 & 160 JEH 9/7/90 B RECORD DRAWING JEH 8/30/91 C RELOCATE NCO LAB 120110-00 PRS VAVREK 9/8/03 D UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 Q� BOE/ c -- H 1 E2A ® 5 4 3 2 7 777. 1 L2B OG REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. MORAN CHECKED KOKOCZKA SUBTITLE KEY PLAN NOT TO SCALE _ J m 0 O 0 ISSUED FOR PERMIT MAY 15, 2018 POWER DISTRIBUTION PLAN FIRST FLOOR NORTH GE\PAL \OTES 1. CONDUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2". ABOVE 2" USE RIGID STEEL. 2. CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250-57(b) EXCEPTION #1, b OR c (USING TAPE). COLOR CODE AS FOLLOWS: A 0 LEFT BUS IN PNL) B 0 CENTER BUS IN PNL) C 0 RIGHT BUS IN PNL) NEUTRAL EQUIPMENT GROUND ISOLATED GROUND 208Y/120V 480Y/277V BLACK RED BLUE WHITE GREEN GRN/YEL* BROWN ORANGE YELLOW GRAY GREEN GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. INSTALL NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. PROVIDE #12 AWG INSULATED CONDUCTOR, OR OTHER APPROVED PULLING CABLE, AS A PULL—WIRE IN ALL CONDUITS MORE THAN 5 FEET IN LENGTH. STEP—DOWN ISOLATION TRANSFORMER FOR FLUORESCENT LIGHT DIMMING SYSTEM. SEE LIGHTING PLAN DRAWING 1E11 AND DRAWING E510 FOR ADDITIONAL DETAILS. 8 > SEE ONE -LINE DIAGRAMS ON DRAWING E4S81_82 FOR CONDUIT AND WIRE SIZES AND FEEDER BREAKERS FOR PANELS IN ELECTRICAL ROOM. 9 > POWER FILTER FOR EMERGENCY PANEL X1M3-1. SEE ONE—LINE DIAGRAM DRAWING E5 FOR SIZE AND CONDUIT AND WIRE FEEDER SIZE. EFE E\CE ��awi�cs: 9-53-1E63 PARTIAL 1ST FLOOR 208Y -120V POWER PLAN CO\S-RUCiTICN NOTES: DISCONNECT AND REMOVE MAINTENANCE BYPASS SWITCH AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO COLUMN BB5. PREPARE TO REUSE AND REROUTE FEEDER TO NEW ATS AT COLUMN CC5. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO MAINTENANCE BYPASS SWITCH. PREPARE TO REFEED PANEL BB6-1 FROM NEW SOURCE. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO PANEL 1AA3-3. PREPARE TO REFEED 480V PANEL FROM NEW SOURCE. DISCONNECT AND REMOVE 600V CONDUCTORS BACK TO SOURCE. DISCONNECT AND REMOVE CONDUIT AND ANCILLARY HARDWARE BACK TO COLUMN BB5. PREPARE TO INTERCEPT AND EXTEND CONDUIT TO NEW ATS—SBCC5-1. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO PANEL 1M3-6. PREPARE TO REFEED PANEL 1AA3-7 FROM NEW SOURCE. DISCONNECT AND REMOVE 480V PANELBOARD AND DISPOSE PEIMEIWDISPOSAL GUIDELINES. C Y aFT #I it 494 4P 174/7* MAY 2 2 2018 PERMIT CENTER E ENGINEERING, INC. EL CAL AND TECHNOLOGY CONSULTANTS 106 , NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL 05.15.18 ENGINEER J. HAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW 5/17/90 TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. A—CC/1-6 DEV. CENTER. WA SHEET IE2BR JOB NO. 120110-00 COMP NO. DWG NO. 9-53-1E2BR 81-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053—E4S81_82R.dwg \ BAB BAG E\Documents\ES\Projects\ 18\ 'n 0 od co FOV SO SUB 81 I3.8kV FDR 8 13,8kV FDR 5 MULTI- FUNCTION METER A2 r L SUB 82 13.8kV FDR 4 13,8kV FDR 5 -r F-- •---0 1 3 FU 3 PT 3 FU II I� 120V 288 1 Al 100E [I 13 800V 2000/2667 kVA 5.75% 480Y/277V 2 FU CPT 4000AF 3500AT U 3500:5 480V, 3500A, 3 PHASE, 4 WIRE (??,000 A.I.C.)_ 3 CT CONTROL POWER MAIN 81 & 82 & TIE J O 81F1 1600AF J\A\ 1200AT �� (4)3"C, 4#350MCM + #2GND EA. 1-1"C, 3#4 + #8GND 1200:5 PNL 1AA3-1 1200A DIST MLO 45kVA 41. 81 F2 1600AF `l 800AT �� (2)3"C, 3#500MCM + #4/ONEU EA. 2"C, 4#1/0 208Y/120 V + #6GND PNL 1BB3- 200A SYM REVISION 2—"C, 3#350MCM 800:5 81F3 1600AF ;\,‘ 1200AT \VJ U 1200:5 0 (4)3"C, 4#350MCM + #2GND EA. 2"C, 4#4/0 TO EM ERG XFER SW. SEE SHT E5 225kVA (2)3"c, 208Y/120 V 4#500MCM Ek PANEL C1-3 800A DIST (2)3"C, 4#500MCM EA. A RELOCATE DOGHOUSE TO BLDG 9-53 33447-05 B UT17 AND H3 SERVER MIGRATION W5723449 BY CASNE CASNE PANEL E7 1200A DIST 81F4 1600AF /\l 800AT �� E. 0 800:5 0 81 F5 1600AF /\\ 800AT �� U o O �• A 800:5 • (2)3"C, 3#500MCM (4)2—"C, 4#3/0 EA. � + #4GND EA. \— 2"C, 4#4/0 (2)2"C, 4#4/0 PANEL E7-1 400A -0,me 1 225kVA 208Y/120 V PANEL E6 225A PNL 2C2-2 800A DIST APPROVED DATE SYM /7 PANEL C1-5 800A 3W (2)2—"C, 3#350MCM EA. PANEL E6-1 225A PNL 1M3-4 800A DIST MLO 3200AF 3200AT 2"C, (2)24C, \ 3#4/0 3#350MCM EA. PANEL B5 600A 3W PANEL B10 600A 3W r/I// PANEL B4 225A 3W REVISION PANEL 2BB1 400A PNL 2M4-2 400A PNL 2M4-1 225A BY PNL 2M9-1 225A 81 TIE K E A2 13,8kV FDR 4 13,8kV FDR 5 F .—o 480V, 3500A, 3 PHASE, 4 WIRE (2)2"C, 4#3/0 +#3GND EA. APPROVED DATE WS 03.09.18 05.15.18 82F8 1600AF �l 600AT �� (2)4"C, 3#500MCM EA. 82F7 n 1600AF �l 800AT �� 1200:5 (4)#4G" )# G'ND EA. 4#3/0 + 82F6 1600AF �l 800AT \V, ) O �• A 1200:5 1 2- 1 Al T 100E ri CPT ??,000 A.I.C.) 82F4 1600AF /I\\ 600AT \V� U C, 4#350MCM (2)3"C, 3#350MCM #2GND EA. —� EA. PNL 1AA3-2 1200A DIST MLO SERVICE TO ITDL TOWER PANEL TC4-1 SEE 9-47 BLDG. PNL BB6-2 600A NL 1AA3- 225A 45kVA PNL 1M3-8 125A Q� BOE/ C' - ,/r. 4000AF 3500AT 3 CT 13,800V 2000/2667 kVA 5.75% 480Y/277V MULTI- FUNCTION METER 0 q 1 82F3 1600AF �l 800AT \V� U LEGE\ D XXXX TO S EQUIPMENT AIC RATING 3 83 CO\ST UCTIO\ \OYES REMOVE EXISTING CONDUCTORS FROM PANEL 1AA3-3 BACK TO SOURCE. RACEWAYS TO BE INTERCEPTED AND EXTENDED TO NEW PANEL. SEE E4S81_82. REMOVE EXISTING PANEL AND ALL FEEDERS. DOWNSTREAM PANELS TO BE REMOVED AND OR REFED FROM NEW SOURCES. SEE E4S81 _82. EXISTING PANEL TO BE REFED FROM NEW SOURCE SEE E4S81_82. REMOVE EXISTING PANEL. EXISTING LOAD TO BE REFED FROM NEW SOURCE SEE E4S81 _82. FEEDER TO TRANSFORMER TO BE MODIFIED AND EXTENDED TO NEW SOURCE PANEL 1 AA3-1, SEE E4S81_82. PANEL BB6-2 TO BE RENAMED TO PANEL SBCC6. 38,213 E. O E. O 800:5 800:5 PANEL C1-2 600A DIST 3W PNL 2C4-1 225A 3W n 1600AF �l 1200AT Nit � U (2)3"C, 3#500MCM 0 (4)2-3"C, EA. 3#350MCM EA. ANEL C4 225A 3W 2"C, 4#4/0 2" ALUM C, 4#1/0,#6G,#6 ISO G PANEL C9 225A 3W 1"C, 4 #6, #10 GND 2"C, 4 #6, #10 GND 10,000 REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D. OTTEN DATE 12.02.15 CHECKED PANEL 1B8 800A DIST 3W 30,000 82F2 E. A O 1200:5 0 (2)3"C, 3#500MCM 1 82F1 CURRENT LIMITING FUSE (TYPICAL) 1600AF 11 (TYPICAL) 800AT �� PNL TC5 225A 3W 1-1/2"ALUM C, 3#1/0 #6 GND 14,000 1"ALUM C, 3#4 #80 U.,JJ 45KVA 208Y/120V 200 AF 150 AT PNL TC5-1 225 150A MCB 4W, ISO G PF PF 10,000 PNL 2C2-1 1200A DIST 3W EA. PANEL 2C4 400A 3W PANEL 2C9 400A 3W 10,000 800:5 PANEL C1-1 800A DIST 3W 3"C, 3#500MCM MCC -1 600A (2)2—"C, 3#350MCM EA, F p11,9 oripy7:4,47 19</q/444/0 SUBTITLE ISSUED FOR PERMIT MAY 15, 2018 ONE -LINE DIAGRAM SUBSTATION 81 / 82 RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER CA ENGINEERING, INC. ELEC ' ICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL 3 DATE 05.15.18 ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 DEV. CENTER, WA E4S81 82R JOB NO. 33447-05 COMP NO. DWG NO. 9-53-E4S81 _82R =ROV SJB 83 13,8kV FDR 8 3#4/0 EPR, 3-"C - BOTTOM FEED r STACK SWITCH O� O 1 100E 3200AF 3200AT 4 CT 13,800V 1500/2000 kVA 480Y/277V 2 FU CPT,. - C 1 OkVA 3 FU 3 PT 120V 480 CONTROL POWER FOR MAIN & FANS J MULTI- FUNCTION METER 85F1 �85F2 ' 85F3 /`85F4 1600AF l 1600AF T •1600AF �l 1600AF �1 xxx AT �Ju 1000AT xxx AT / xxx AT / \V 3 CT E 1600:5 REVISION 3 CT 1600:5 MULTI FUNCTION METER WA - FUNCTION METER 3 CT 480V, 3200A, 3 PHASE, 4 WIRE, (50k A.I.C.) 1600:5 MULn- FUNCTION METER 3 CT 1�85F5 1600AF SPACE TO BRKR METERING �85F6 1600AF SPACE 3CT� 1600:5 man - FUNCTION n- FUNCnON METER TIE 3200AF T 3200AT 1/1 3 CT TB 3200:5 LJ Li J W LSI LLJ Q '© Q Q Q (f) ----- Cf) C/-) (f) Ci) L1_ SU3 85 0\E -LICE DIAGA SCALE: NONE MULn- FUNCTION METER FEEDER 5 5 "` ABB 1500/2000kVA 6.5%Z 80 -DEGREE C AUXILLWRY AUXILLWRY ❑ METERING METERING 85F5 1600AF/xxxAT SPARE 85F6 1600AF/xxxAT SPARE MAINTIE 3200AF/3200ATi6000AF/1000AT ELECTRIC OPERATED 2 PNL BB6-1 5F1 18600AF/xxxAT SPARE 3200AF/3200AT ELECTRIC OPERATED FEEDER 8 85F3 SPACE W/ HARDWARE 85F4 SPACE W/ HARDWARE SU3STAT1 \ #85 ELEVATIO\ REMOVAL APPROVED REVISION APPROVED AS RECEIVED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEVELOPMENT LAB - RECORD SET 9-12061 REDRAWN TO CONVENTION STANDARD 02.14.14 APPROVED BY DEPT. DATE DRAWN R. ROHLER CHECKED R. ROHLER ENGINEER DATE 5-01-01 SUBTITLE LEGE\D GE\RAL \ TES �EFE E\CE NAWI\GS CO\STUCTIO\ NOTES DISCONNECT AND REMOVE 600V CONDUCTORS BACK TO SOURCE. DISCONNECT AND REMOVE CONDUIT AND ANCILLARY HARDWARE BACK TO COLUMN BB5. PREPARE TO INTERCEPT AND EXTEND CONDUIT TO NEW ATS-SBCC5-1. SEE E4S85. REMOVE EXISTING MAINTENANCE BYPASS AND DOWNSTREAM FEEDERS. REMOVE EXISTING FEEDERS. EXISTING PANEL TO BE REFED FROM NEW SOURCE SEE E4S85. PANEL BB6-1 TO BE RENAMED TO PANEL UCC6. Q� 8- 0(51 D. OTTEN 12.02.15 CHECKED UT17 AND H3 SERVER MIGRATION W5723449 CAS NE 05.15.18 APPROVED APPROVED TITLE ISSUED FOR PERMIT MAY 15, 2018 ONE LINE DIAGRAM SUBSTATION 85 UT17 AND H3 SERVER MIGRATION CESNE ENGINEERING, INC. 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 ELECTRICAL AND TECHNOLOGY CONSULTANTS (425) 522-1000 WWW.CASNECOM JOB NO. 181-040 RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER BUILDING 9-53 ELECTRICAL MASTER DEV. CENTER, WA CURRENT REVISION W5723449 SYMBOL 3 DATE 05.15.18 SHEET E4S85R JOB NO. COMP NO. DWG NO. 9-53-E4S85R w t0 0 co 11) 0 0 0 0 134 135 POWER F LTER ABOVE VESTIBULE MOUNTED ABOVE VES IBULE MOUNTED AT LADING BETWEEN FLOORS COLUMBIA #WAL 4 2 32 E U GLR ACCESS DOOR ///A '/)'//%/ 5 PANEL 1AA3-8 1AA3-7/19 CONDUIT ROUTE FOR RUNS TO 1M3-7 & 1AA3-8 CONDUIT ROUTE FOR RUN TO X1AA3-2 TO 2 LOW—VOLTAGE SWITCHES AT DOOR X1AA3-2/9b PANEL 1AA3-7 9 ®9b PANEL X 1AA3-2 PANEL 1AA3-1 gb PANEL 1AA3-2 PANEL 1AA3— PANEL X1AA3-1 PANEL 1AA3-4 PANEL 1AA3-5 PANEL 1AA3-6 19 AA UP TO 2ND FLOOR X1 AA3-1 /7a 3/4" 2#10 UP TO 2nd FLOOR X1AA3-2/11 LICHTI\C PLA\ SCALE: 1/8" = 1'-0" 3 2.000 LMRC-101 .4000 • • Load On/Off Button Lood Slat= Blue LED Configuration Button Configuration: Red LED LMRC-102 Configuration Button Configuration: Red LED Load A Status: Blue LED Load A On/Off Button Load B Statue: Blue LED Load B On/Off Button Minimum 0.75 Conduit for Three Cables WattStopper• 800-879-8585 Tar LMRC-100 Series Room Controller _ Dimension and Mounting None dw90-114 9/02/09 0 Neutral wat te.01 00Earning Rom 1111111 I Ul 212 Catrallar tremor/, Mod (0) -Id- 117117111411 Demaray Sere Load (e) tw s.r n.-Wrialaa MW DOA Wo TaerberSOW Implode ! 5600 (6 0 0 �T DEM= APE rasa ran rum n• Dom arewamr. ADJUSTMENT IS MOW. t 14 /Mmntle-�M o,rot6.. UM (u) on D» me0wLoot ).n051a�off MornaUoall} Enhanced roan oatrolxn .peat am to 64 bade and 46 dhow Or OW noMark. :: d: °lo0"� n n "" ogee W Wei2p12 Relay Diagram °-s"'�-iso 1 w/ot/, I `t Hot BR 120/2$.0/21 COI Occupancy Sensor Ysl Lighting Lood (0) ROOM CONTROLLER LMRC-102 Seo irstabotion instructions for LmNnation Age. 16 pjoUoUo II Jil .Lighting Lood (b) LAW Sales Fre-T�emtinatea SWCcc CA15e. Fite Topology DLI Null Switch WattStopper 800-879-8585 '"` LMLS-105 On/Off Photosensor with LMRC-102 Room Controller None 90-813 8/31/09 0 1E14 1E12 1E11 KEY PLAN NOT TO SCALE 1E10 LEGE\D 0 0 —0 0 3 LAMP, 2X4, FLUORESCENT FIXTURE 3 LAMP, 2X4, FLUORESCENT FIXTURE WITH DIMMING BALLAST 2 LAMP, 2X4, FLUORESCENT FIXTURE (3) T8 LAMP, 277V, 2X4, FLUORESCENT FIXTURE WITH ELECTRONIC DIMMING BALLAST, LUTRON #FDB-4827-277-3 (3) T8 LAMP, 277V, 2X4, FLUORESCENT FIXTURE WITH ELECTRONIC BALLAST, ADVANCE #VCN3P32SC35I 2 LAMP, 2X4, FLUORESCENT FIXTURE, EMERG. 2 LAMP, 1X4, FLUORESCENT FIXTURE 2 LAMP, 1X4, FLUORESCENT FIXTURE, EMERG. 2 LAMP, 1X8, FLUORESCENT FIXTURE WITH DIMMING BALLAST 4 LAMP, 1X8, FLUORESCENT FIXTURE, EMERG. INCANDESCENT LIGHT FIXTURE 0 $D $LV EXIT LIGHT FIXTURE, WALL MOUNTED PRESET DIMMER, NOVA—T, LUTRON #NTF-103P-277-IV SWITCH, LOW VOLTAGE ® J—BOX WITH X LOW VOLTAGE RELAYS J—BOX WITH LOW VOLTAGE TRANSFORMER pf j Wattstopper power pack #LMRC-102 �� Wattstopper Occupancy Sensor #LMDX-100 Wattstopper Wall Switch #LMSW-102—W 2$Lv GE\ PAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK "B" PHASE (CENTER BUS IN PANEL) RED "C" PHASE (RIGHT BUS IN PANEL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT -HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) LIGHTING FIXTURE SCHEDULE AND DETAILS ARE SHOWN ON 9-53—E508. LIGHTING DIMMING SYSTEM DETAILS ARE SHOWN ON DRAWING 9-53—E510. BROWN ORANGE YELLOW GRAY CO\ STUCTIO\ \OTES DISCONNECT AND REMOVE LIGHTS, FITTINGS, SUPPORTS, CONDUIT, CONDUCTORS, AND ANCILLARY HARDWARE AS SHOWN. SEE SHEET 9-53-1E13 & 9-53—E565 FOR NEW LIGHTING LAYOUT AND CONTROLS. COORDINATE DROP CEILING REMOVAL WITH STRUCTURAL DRAWINGS. PREPARE FIXTURE FOR LED RETROFIT KIT. SEE SHEET 9-53-1E13. DISCONNECT AND REMOVE LIGHT SWITCH, CONDUIT, AND CONDUCTORS. LIGHT SWITCH TO BE RELOCATED TO NEW DOORWAY. SEE SHEET 9-53-1E13 FOR NEW LOCATION. DISCONNECT AND REMOVE ROOM CONTROLLER. DISCONNECT AND REMOVE LIGHT SWITCH. RETAIN EXISTING WATTSTOPPER #LMRC-102 POWER PACK. RE—WIRE AS SHOWN IN SHEETS 9-53-1E13 AND 9-53—E565. DISCONNECT AND REMOVE SENSOR. .% I:\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053-2E13R.dwg I<4 OFFICE 2156 SF CONDUIT ROUTE FOR RUN TO 2AA4-1/30 K2A OFFICE 7J1 5F CONDUIT ROUTE FOR RUNS TO 2AA4-1 /1,3,5, 7,9,11,2,4,6,8 CONDUIT ROUTE FOR RUN TO X1AA3-2/11 K3 K2A 45 kVA PANEL 2AA4-3 PANEL 2AA4-1 MAINTANCE LIGHT MOUNTED ABOVE CEILING RISER FOR X1AA3-2 ACCESS DOOR ABOVE CEILING 88.5 X1AA3-1/7a CONDUIT ROUTE FOR X1AA3-1/7a REVISION BY APPROVED REVISE LIGHTING CONTROL J# 137120-06 P.T. JV/N. MEHTA TURN ON OVERH LIGHTS FOR SAFTY J#814744-00 KNOX EGRESS LIGHTING 1000958308 BEIER UT17 AND H3 SERVER MIGRATION W5723449 CASNE VAVREK CEC DATE 1/12/95 10/12/01 1/19/04 05.15.18 SYM 2AA4-1/ 13,15 REVISION X1AA3-2/1 DOWN TO 1st FLOOR X 1 AA3-1 /7a 3/4" 2#10 DOWN TO 1ST FLOOR BY APPROVED DATE Q� BOE/NC° NOTE: EMERGENCY LIGHTING POWERED FROM BOTH 277 VOLT (PANEL X1AA3-1) AND 120 VOLT SYSTEM (PANEL X1AA3-2). ASBESTOS NOTIFlCATCti: A good faith surrey of the building has been conducted and no asbestos containing material was discovered within this building. REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. LANG DATE CHECKED J. KOKOCZKA ENCINEER J. HAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW LEGEND: 0 Ho 0 XR 3 LAMP, 2X4, FLUORESCENT FIXTURE 2 LAMP, 2X4, FLUORESCENT FIXTURE 2 LAMP, 2X4, FLUORESCENT FIXTURE, EMERG. 2. LAMP, 2X4, FLUORESCENT FIXTURE, UNSWITCHED. 2 LAMP, 1X4, FLUORESCENT FIXTURE 2 LAMP, 1X4, FLUORESCENT FIXTURE, EMERG. INCANDESCENT LIGHT FIXTURE EXIT LIGHT FIXTURE, WALL MOUNTED SWITCH, LOW VOLTAGE J -BOX WITH LOW VOLTAGE RELAY J -BOX WITH X LOW VOLTAGE RELAYS J -BOX WITH LOW VOLTAGE TRANSFORMER r 277/480V POWER PANEL IllittO 120/208V POWER PANEL GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) LIGHTING FIXTURE SCHEDULE AND DETAILS ARE SHOWN ON 9-53—E508. LIGHTING DIMMING SYSTEM DETAILS ARE SHOWN ON DRAWING 9-53—E510. CO\STUCTIO\ OYES DISCONNECT AND REMOVE LIGHT FIXTURE. DISCONNECT AND REMOVE CONDUIT AND CONDUCTORS FROM LIGHT FIXTURES TO JUNCTION BOX AS SHOWN. i6..ot" ISSUED FOR PERMIT MAY 15, 2018 SUBTITLE 05/17/90 TITLE LIGHTING PLAN UT17 AND H3 SERVER MIGRATION BUILDING 9-53 ELECTRICAL MASTER COL. A-CC/1-6 RECEIVED C 14WYOP LINV WILA NOT TO SCALE MAY 2 2 2018 PERMIT CENTER ASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB N0. 181-040 CURRENT REVISION W5723449 SYMBOL D DATE 05.15.18 D.C. SHEET 2E13R JOB NO. 1000958308 COMP NO. DWG NO. 9-53-2E13R \BABBAGE\Documents\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053-1 E63R.dwg 06 tO SYM REVISION 0 (71 E558R 0 0 0 1 E452,1453 2 OVERHEAD Ma22 OVERHEAD 18 PANEL 1M3 -8 3/4" PLYWOOD TELEPHONE BOARD 18 15 KVA 45KVA X1AA3-2/12 WON -DOOR CONNECTION X1AA3-2/4 BY APPROVED DATE A RECORD DRAWING SYM F PARTIAL 1ST PLOD 208Y/120V POWE SCALE: 1i8" = V -o REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 B C D E RELOCATE NCO LAB NCO LAB DOORBELLS REMOVE WALL BR&T LAB BB.5-5-6 NCO SIF RELOCATION - RECORD SET J#120110-00 J#1001282551 8158 W1844093 SANTOS SANTOS ESBROOK WH VAVREK PRS VAVREK MAS 9/8/03 9/23/04 06.23.10 05.09.14 PLA\ f I IH E555R bE8Qisi 4 0 8 16 111111111 -=111111111 ------ SCALE: 1/8" = 1'-0" REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. MORAN DATE CHECKED J. KOKOCZKA SUBTITLE LEGE\D k 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 20A, 125V, 1 PHASE DUPLEX RECEPTACLE is 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) A 15A, 125V, 1 PHASE 4-PLEX RECEPT. UNDER RAISED FLOOR I- 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE Itc 15A, 125V, 1 PHASE, 4-PLEX RECEPTACLE $ SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL 277/480V DISTRIBUTION PANEL ® POWER CART, BY OTHERS, SHOWN FOR REFERENCE Q TRANSFORMER, ISOLATION, SIZE AS INDICATED IE@ 30A, 120/208V, 3 PHASE RECEPTACLE p; 120V, 4" DOORBELL, EDWARDS #340-4N5 El 120V, 5A PUSHBUTTON FOR DOORBELL, EDWARDS #821 GE\RAL \OYES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT LEFT BUS IN PANEL) BLACK BROWN CENTER BUS IN PANEL) RED ORANGE RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 45 KVA 175.5 KVA VA 230 0 KVA 45 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. ¶TT g ° 1E64 /1E63 1E62 1 E61 1E60 9-53 KEY PLAN NOT TO SCALE ISSUED FOR PERMIT MAY 15, 2018 TWO DUPLEX RECEPTACLES MOUNTED IN ADJACENT 4 -SQUARE BOXES, SURFACE MOUNT 1'-0" ABOVE SUSPENDED CEILING. SEE DETAIL 1 ON SHEET E509. (TYPICAL) CONNECT TO POWER CART WITHIN LAB AREA. 'EFE�E\CE DAWI\�S 9-53-1E513 (120V Ckts Under Floor) 9-53-1E2B (Pion View of 1E113 Addtl 480V Conduit) 9-53-E555R UT17 ENLARGED 208Y/120V POWER PLAN 9-53-E558R DEVELOPMENT LAB ENLARGED 208V POWER PLAN CO\STUCTIO\ \OTES DISCONNECT AND REMOVE 5-20R DUPLEX RECEPTACLES, 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE. PREPARE TO FEED NEW RECEPTACLES FROM EXISTING CIRCUIT. DISCONNECT AND RETAIN DOORBELL. PREPARE TO REFEED DOORBELL FROM EXISTING CIRCUIT. DISCONNECT AND REMOVE RECEPTACLE, 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO PANEL 1AA3-8. PARTIAL 1ST FLOOR 208Y/120V POWER PLAN •_, CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL DATE F 05.15.18 ENGINEER J. HAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW 5/17/90 TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. a-cc/1-6 SITE SHEET E63R JOB NO. 1001282551 COMP NO. DWG NO. 9-53-1E63R \BABBAGE\Documents\ES\Projects\18\tB1--040_ SH_Zoe -9.-53_..Seryer_Migration Phase II\_Drawings\09-053-1E113R.dwg SYM REVISION E557R 0 0 0 0 UNIT HEAT R, COMPLETE WITH INTEGRAL THERMOSTAT AND WALL MOUNTING BRACKET. CHROMALO CATALOG NO. LUH-02-71 WITH FIELD INS IALLABLE THERMOSTAT AND WUH-01 WALL MOUNTING BRACKET. RATED AT 2.6 KW, 277 VOLTS, SINGLE PHASE. UH MOUNT AT 8'-0" ABOVE FINISHED FLOOR. 1 L ICAIP UPS 1AA3-5/9 f RF POWER FILTER 2X20AMPS, 277/480V LMI #LPX-UL-2X20A BATTERY CHARGER 1AA3-5/ 8,10,12 1AA3-1/ 14,16,18 1AA3-5/ 17,19,21 BY APPROVED DATE SYM PARTIAL 1ST FLOG SCALE: 1/8" = 1'-0" REVISION BY 1-1/2"C, 3#4 & 1#8 GND ABOVE CEILING SPACE f,- PANEL 1M3-8 45 kVA PANEL 1M3-7 45KVA TRANSFORMER TO FEED PANEL 1BB3 PAN QL X 1 A/i3-2 5kVA PANEL d(1 AA3-1 PANEL 1M3-4 AN °ANEL 1 AA3-5 -1 480Y/277V POWER PLA\ APPROVED DATE N o) A CHANGED ROOMS 115 & 160 JEH MJB 9/7/90 F INSTALL 30 TON LIEBERT CHILLER W263365 B C E ADDED FILTER FOR UH RECORD DRAWING INSTALL 25TON A/C UNIT RELOCATE NCO LAB JEH 1/4/91 G DEVELOMENT LAB — RECORD SET 9-12061 JEH 8/30/91 H NCO SIF RELOCATION — RECORD SET W1844093 D1321929 120110-00 BENNETT 9/28/92 J UT17 AND H3 SERVER MIGRATION W5723449 VAVREK WH WR CASNE VAVREK MAS MAS WS 10.25.10 02.14.14 05.09.14 05.15.18 PRS VAVREK 9/8/03 gl.„0:ffErirmr- 1 E556R cc BB AA.S 4 16 SCALE: 1/8" = 1'-0" REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. MORAN DATE CHECKED J. KOKOZCKA SUBTITLE mo LEGE\D TTTTTTT 1E114 �E113� j� 1E112 1E111 1E110 9- 53 KEY PLAN 0 SCALE 4NOT 0 Q 0 480 VOLT DROP -3 -WIRE, 4—POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3—WIRE, 4—POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. J—BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGN'' CDISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON—FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER MANUAL MOTOR STARTING SWITCH ALLEN -BRADLEY #600—TAX4 DISCONNECT SWITCH AND JUNCTION BOX FOR POWER CART CONNECTIONS. POWER CART FURNISHED AND INSTALLED BY OWNER. LEAVE A MINIMUM OF 5 FEET OF WIRE IN J—BOX FOR CONNECTION OF POWER CART. POWER CART SIZE AS INDICATED. DISCONNECT SWITCH, 3 POLE, NON—FUSED, SIZED TO MATCH POWER CART AS FOLLOWS: 50 kVA 100 AMP 100 kVA 200 AMP GE\E�AL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT LEFT BUS IN PANEL) BLACK BROWN CENTER BUS IN PANEL) RED ORANGE RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 112.5 KVA 30 KVA 45 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. EFEE\CE DAWI\CS s—s3i Eeo 9-53-E557R DEVELOPMENT LAB ENLARGED 480V POWER PLAN 9-53—E556R UT17 ENLARGED 480Y/277V POWER PLAN CO\S-RUCTIO\ \OYES DISCONNECT AND REMOVE PANEL 1M3-6. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUITS AND ANCILLARY HARDWARE. EXISTING LOAD TO BE REFED FROM NEW SOURCE. DISCONNECT AND REMOVE PANEL 1AA3-3 AND DISPOSE PER BOEING DISPOSAL GUIDELINES. bL9 0(5 ISSUED FOR PERMIT MAY15,2018 4 A1111 Pp it REQ A� r � lle, PARTIAL 1ST FLOOR 480Y/277V POWER PLAN RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER ASNE ENGINEERING, INC. ECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL I J DATE 05.15.18 ENGINEER J. HAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL, 'As-CC/1-6 SHEET 1E113R JOB NO. 120110-00 COMP NO. DWG NO. 9-53-1E113R N1PANL 41.1 AA3E1 PANEL 1M3-2 -, :f Nle n°d[ 45KVA TRANSFORMER TO FEED PANEL 1BB3 PAN QL X 1 A/i3-2 5kVA PANEL d(1 AA3-1 PANEL 1M3-4 AN °ANEL 1 AA3-5 -1 480Y/277V POWER PLA\ APPROVED DATE N o) A CHANGED ROOMS 115 & 160 JEH MJB 9/7/90 F INSTALL 30 TON LIEBERT CHILLER W263365 B C E ADDED FILTER FOR UH RECORD DRAWING INSTALL 25TON A/C UNIT RELOCATE NCO LAB JEH 1/4/91 G DEVELOMENT LAB — RECORD SET 9-12061 JEH 8/30/91 H NCO SIF RELOCATION — RECORD SET W1844093 D1321929 120110-00 BENNETT 9/28/92 J UT17 AND H3 SERVER MIGRATION W5723449 VAVREK WH WR CASNE VAVREK MAS MAS WS 10.25.10 02.14.14 05.09.14 05.15.18 PRS VAVREK 9/8/03 gl.„0:ffErirmr- 1 E556R cc BB AA.S 4 16 SCALE: 1/8" = 1'-0" REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. MORAN DATE CHECKED J. KOKOZCKA SUBTITLE mo LEGE\D TTTTTTT 1E114 �E113� j� 1E112 1E111 1E110 9- 53 KEY PLAN 0 SCALE 4NOT 0 Q 0 480 VOLT DROP -3 -WIRE, 4—POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3—WIRE, 4—POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. J—BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGN'' CDISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON—FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER MANUAL MOTOR STARTING SWITCH ALLEN -BRADLEY #600—TAX4 DISCONNECT SWITCH AND JUNCTION BOX FOR POWER CART CONNECTIONS. POWER CART FURNISHED AND INSTALLED BY OWNER. LEAVE A MINIMUM OF 5 FEET OF WIRE IN J—BOX FOR CONNECTION OF POWER CART. POWER CART SIZE AS INDICATED. DISCONNECT SWITCH, 3 POLE, NON—FUSED, SIZED TO MATCH POWER CART AS FOLLOWS: 50 kVA 100 AMP 100 kVA 200 AMP GE\E�AL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT LEFT BUS IN PANEL) BLACK BROWN CENTER BUS IN PANEL) RED ORANGE RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 112.5 KVA 30 KVA 45 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. EFEE\CE DAWI\CS s—s3i Eeo 9-53-E557R DEVELOPMENT LAB ENLARGED 480V POWER PLAN 9-53—E556R UT17 ENLARGED 480Y/277V POWER PLAN CO\S-RUCTIO\ \OYES DISCONNECT AND REMOVE PANEL 1M3-6. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUITS AND ANCILLARY HARDWARE. EXISTING LOAD TO BE REFED FROM NEW SOURCE. DISCONNECT AND REMOVE PANEL 1AA3-3 AND DISPOSE PER BOEING DISPOSAL GUIDELINES. bL9 0(5 ISSUED FOR PERMIT MAY15,2018 4 A1111 Pp it REQ A� r � lle, PARTIAL 1ST FLOOR 480Y/277V POWER PLAN RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER ASNE ENGINEERING, INC. ECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL I J DATE 05.15.18 ENGINEER J. HAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL, 'As-CC/1-6 SHEET 1E113R JOB NO. 120110-00 COMP NO. DWG NO. 9-53-1E113R \BABBAGE\Documents\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053—E555R.dwg r) SYM yA,/fr l REVISION BY APPROVED DATE SYM DEVELOPvE\T LA3 E\LAGED 480V POWER PLAN SCALE: SCALE: 3/8" = 1 —0" REVISION BY APPROVED DATE - UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 Q� BOE/N! 0 BB REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN T. JOHNSTON CHECKED M. SANIDAD ENGINEER M. SANIDAD CHECKED APPROVED L. GENTRY APPROVED DATE SUBTITLE 06.19.12 06.19.12 LEGE\D m,,,.EJ 12P 20A, 125V, 1 PHASE 4—PLEX RECEPTEPTACLE, NEMA 5-20R 20A, 125V, 1 PHASE DUPLEX RECEPTEPTACLE, NEMA 5-20R 120/208V DISTRIBUTION PANEL 277/480V DISTRIBUTION PANEL DISCONNECT SWITCH, NON—FUSED, XX AMPERES FUSED DISCONNECT SWITCH, RATING AS INDICATED GE\RAL \OTES 1. ALL CONDUIT TO BE 3/4" MINIMUM. 2. ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. VERIFY ROTATION OF ALL 3 PHASE MOTORS. EFHE \CE NAWI\GS 9-53-1 E2, 9-53—E505 LOAD CALC. 9-53—E502 RELAY SHUTDOWN DIAGRAM .ENOVAL \OTES DISCONNECT AND REMOVE EPO SYSTEM, CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. DISCONNECT AND REMOVE ALL PANELBOARD LOADS, CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE IN THEIR ENTIRETY. DISCONNECT AND REMOVE, 120V PANELBOARD, CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO UPS. DISCONNECT AND REMOVE UPS AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE MAINTENANCE BYPASS PANEL AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE PDU AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE IN THEIR ENTIRETY. 10. 1000000©©! 2' .iIIIIiuIr, t (@ o, SCALE: 3/8"=1' 0 1' 2' fI 4' 6' 10' 8 ISSUEDFOR PERMIT q,, M SF MAY 15, 201 H 9�Q RFO UT17 ENLARGED 208Y/120V POWER PLAN RECEIVED CITY OF TUKWILA 9 -53 <EYMA21244 NOT TO SCALE PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 425) 522-1000 WWW. CASNE CDM JOB NO. 181-040 RENT REVISION SYMBOL W5723449 I SHEET 06.19.12 06.19.12 TITLE MECHANICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 DATE 05.15.18 E555R JOB NO. DWG N0. COL. BB—CC/6-4 DEV. CENTER, WA COMP NO. W5723449 9-53-E555R 1I\_Drawi ngs\09-053—E556R.dwg tion Phase —040 SH Boe 9-53 Se J 0 'D AY)19A/#1/6AD/ '''77VX2'12'0/7c VI/07/#/ '�.�ak9'dib G/ yo, / / / / / / / / SYM 1L3 5 REVISION BY APPROVED DATE SYM DEVELPVE\T LA SCALE: SCALE: 3/8" = 1 -0" REVISION 3 E\LAGGED 480V POWER PLA\ BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 Q,�BOE/NG REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED ENGINEER CHECKED SUBTITLE SCALE: 3/8"=1'- " LEGE\D 20A, 125V, 1 PHASE 4-PLEX RECEPTEPTACLE, NEMA 5-20R 20A, 125V, 1 PHASE DUPLEX RECEPTEPTACLE, NEMA 5-20R 120/208V DISTRIBUTION PANEL 277/480V DISTRIBUTION PANEL DISCONNECT SWITCH, NON-FUSED, XX AMPERES FUSED DISCONNECT SWITCH, RATING AS INDICATED GE\HAL \OTES 1. ALL CONDUIT TO BE 3/4" MINIMUM. 2. ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. VERIFY ROTATION OF ALL 3 PHASE MOTORS. EFERE\CE NAWI\GS 9-53-1 E113R PARTIAL 1ST FLOOR 480Y/277V POWER PLAN CO \ST�UCTIC\ TES MI DISCONNECT POWER TO AC UNIT. DISCONNECT AND REMOVE DISCONNECT SWITCH, CONDUIT, CONDUCTORS, AND ANCILLARY HARDWARE BACK TO PANEL 1AA3-5. DISCONNECT AND REMOVE AC UNIT AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUIT, DISCONNECT SWITCH AND ANCILLARY HARDWARE BACK TO PANEL 1M3.1. DISCONNECT AND REMOVE PDU AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE EPO SYSTEM, CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. S'Fp" P°14/74 ISSUED FOR PERMIT, RNI qq FQ���� MAY 15, 2018 b UT17 ENLARGED 480Y/277V POWER PLAN mo ® ®®®®®® EXI S TI N G BL DG 9- 53 0 E E 0 9-53Y K%I\A NOT TO SCALE MAY 2 2 2018 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 APPROVED APPROVED TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-53 MECHANICAL MASTER COL. BB-CC/6-4 DEV. CENTER, WA SHEET E556R JOB NO. W5723449 COMP NO. DWG NO. 9-53-E556R n Phase II\_Drawings\09-053-E557R.dwg 0 81-040 SH Boe 9-53 S \BABBAGE\Documents\ES\Projects\ 18\ 1 N 0 r SYM 0 6 0 0 (4* 480V/30 WP 7 FLA WP O rE3.6-2/13,15,17 ACCO \ 1 l 480V/30 11.2 FLA WP 6/30 O ACCU 480V/30 11.2 FLA RE 2 \ 480V/30 7 FLA WP WP 0 —6/30 BB6-2/19,21,23 DDC PANEL BB6-2/8,10,12 BB6-2/14,16,18 65c 65c 65c 480V/30 79.9 FLA 100A MOCP 34 EXISTING HVAC UNIT 71.1 FLA 90 MOCP 1 CAB. 11 1 1---; J I CAB. 12 1 F- J I CAB. 1 3 I 1 CAB. 14 1 FUTURE FUTURE 1 1 I ---T-1 CAB. 15 1 --- - CAB. 1 1 +� CAB. 176 i I I CAB. 18 1 CAB. 19 1 rt -1 1 CAB. 1101 1 1 I _ _I _ � CAB. 1111 100AFi7J' 90AT 1,3,5 1-1/2"C, 3#2 & 1#6 GND VIA OVERHEAD TO DISC. UNDERFLOOR TO CRAC UNIT 1 AB. 171 1 CAB. 181 AB. 131 I --- �6AB. 12 � T-- � B;RY/VANITY 1 I I PEACE 1 1 ' SERENITY 1 HT 1 1 ICE 1 I I SIERRA 1 1 SOLARIS / 2"C, 3#1 & 1#6 GND ►� R IS ! 0 HP j 1 - -tH HP 1 1 HP 1 1 - -LH HP 1 I1 --Id 1 ALTI ) 1 1 ALTIX 1-I--T� 1 TEMP LINUX 1 I FUTL R E I FUTURE 1 I FUTUREI/ L----1- / CC ABB 5 ©AIII mo ®®®®®®® ./%4E(62400t. AllIAMPFAIWAIFIV __._ 174/k/A1/011 REVISION BY APPROVED DATE SYM REVISION DEVELOPv1E\T LA3 E SCALE: SCALE: 1/4" = 1 -0" BY APPROVED DATE DEVELOPMENT LAB - RECORD SET 9-12061 WH MAS 02.14.14 UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 LACED 480V POWER DLA\ 011111".""". EXIS TING BLDG 9- Z.' 53 REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN T. JOHNSTON CHECKED M. SANIDAD ENGINEER M. SANIDAD CHECKED DATE 06.19.12 BB 4 LEGE \D 8 E 0 8-0 otgl 2 0 SCALE: 1/4" = 20A, 125V, 1 PHASE 4-PLEX RECEPTEPTACLE, NEMA 5-20R 20A, 125V, 1 PHASE DUPLEX RECEPTEPTACLE, NEMA 5-20R 120/208V DISTRIBUTION PANEL 277/480V DISTRIBUTION PANEL DISCONNECT SWITCH, NON-FUSED, XX AMPERES FUSED DISCONNECT SWITCH RATING AS INDICATED GE\PAL \OTES 1. ALL CONDUIT TO BE 3/4" MINIMUM. 2. ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. VERIFY ROTATION OF ALL 3 PHASE MOTORS. 'EFHE\CE DAWI\GS 9-53-1E2, 9-53-E505 LOAD CALC. 9-53-E502 RELAY SHUTDOWN DIAGRAM 9-53-E558R DEVELOPMENT LAB ENLARGED 208V POWER PLAN 9-53-1E113R PARTIAL 1ST FLOOR 480Y/277V POWER PLAN CO\S-RUCTIO \ \OTES DISCONNECT AND REMOVE TEMPORARY UPS AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO PANEL BB6-2. DISCONNECT AND REMOVE PDU AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO MAINTENANCE BYPASS SWITCH. PREPARE TO REFEED PANEL BB6-1 FROM NEW SOURCE. DISCONNECT AND REMOVE MAINTENANCE BYPASS PANEL AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE 600V CONDUCTORS BACK TO SOURCE. DISCONNECT AND REMOVE CONDUIT AND ANCILLARY HARDWARE BACK TO COLUMN BB5. PREPARE TO INTERCEPT AND EXTEND CONDUIT TO NEW ATS-SBCC5- 1. DISCONNECT AND REMOVE EPO SYSTEM, CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO PANEL X1M3-2. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUIT AND ANCILLARY HARDWARE BACK TO PANEL 1AA3-3. PREPARE TO REFEED PANEL BB6-2 FROM NEW SOURCE. DISCONNECT AND REMOVE PANEL. PREPARE TO RELOCATE PANEL CLOSER TO CR-2BB6. PANEL BB6-1 TO BE RENAMED TO PANEL UCC6. PANEL BB6-2 TO BE RENAMED TO PANEL SBCC6. Fpq� Ai pp 4 j71 tt� ISSUED FOR PERMIT i'lFQIIL/,7o MAY 15, 2018 RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER SUBTITLE DEVELOPMENT LAB ENLARGED 480V POWER PLAN TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-53 MECHANICAL MASTER COL. BB-CC/6-4 DEV. CENTER, WA CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION SYMBOL DATE W5723449 A 05.15.18 SHEET E557R JOB NO. 9-12061 COMP NO. DWG NO. 9-53-E557R -040 SH Boe 9-53 Se E\Documents\ES\P co N SYM WP, GFI O O ACCU O RE 0 C(I'RE WP, GFI 42c O O O DDC PANEL NETWORK__SWITCH E540 OX AB. 11 1; ' AB. 12 1' — —i AB. 13 I AB. 14 1 _LJ UTUFE j +� UTURE 1 1 —T-1, AB. 15 1; --LH' AB. 16 1 AB. 17 I/ AB. 18 I I —I AB. 19 � 1 / rt� AB. X10 I AB. 111 REVISION L DEVELOPNE\T LA3 SCALE: SCALE: 1/4" = 1 — BY APPROVED DATE 11 SYM E\ LAKED 208V POWE REVISION PLA\ BY APPROVED DATE DEVELOPMENT LAB - RECORD SET 9-12061 WH MAS 02.14.14 UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 gi__mEar,mG REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN T. JOHNSTON DATE 06.19.12 CHECKED M. SANIDAD 06.19.12 LEGE D 20A, 125V, 1 PHASE 4—PLEX RECEPTEPTACLE, NEMA 5-20R 20A, 125V, 1 PHASE DUPLEX RECEPTEPTACLE, NEMA 5-20R EQUIPMENT CONNECTION m THERMOSTAT GE\ PAL \OTES 1. ALL CONDUIT TO BE 3/4" MINIMUM. 2. ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. VERIFY ROTATION OF ALL 3 PHASE MOTORS. �EFE�E\CE DHAWI\GS 9-53—E557R DEVELOPMNET LAB ENLARGED 480V POWER PLAN 9-53—E540 CG\S-RUCTIG\ \OTES DISCONNECT AND REMOVE TEMPORARY UPS AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE ALL UPS BRANCH CIRCUIT CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE. DISCONNECT AND REMOVE BUSWAY AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE BUSWAY PLUG—IN UNIT WITH RECEPTACLE. DISCONNECT AND REMOVE 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO PDU. DISCONNECT AND REMOVE ALL PDU BRANCH CIRCUITS. DISCONNECT AND REMOVE PDU AND DISPOSE PER BOEING DISPOSAL GUIDELINES. DISCONNECT AND REMOVE THERMOSTAT, CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO EPO PANEL. DISCONNECT AND REMOVE ROOM EPO SYSTEM, CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. 4 2 0 SCALE: 1/4" = 1'-0 8 ago ®o®®®o0 00 EXISTING BLDG 9- 53 g-if-2PP0 t44,0 ISSUED FOR PERMIT �`Rto MAY 15, 2018 SUBTITLE DEVELOPMENT LAB ENLARGED 208V POWER PLAN FIECEIV ED CITY OF TUKWILA 9-53 KEY PLAN T° SCALE MAY 222018 8 E PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL A DATE 05.15.18 ENGINEER M. SANIDAD CHECKED APPROVED L. GENTRY APPROVED 06.19.12 06.19.12 TITLE MECHANICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. BB—CC/6=4 DEV. CENTER. WA SHEET E558R JOB NO. 9-12061 COMP NO. DWG NO. 9-53—E558R 8\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-YRD—E110.dwg I:\ES\Projects\ 0 J to 0 a) SYM 11111®11111WWWww■. Iiiiru._ 111rrrrrrrrr■. ■11r111rrrrrrr11 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE A 1 2 G 3 N 0 n 3 9-08 9.99 —1 9-53 133 b9ots? SUBTITLE <ey Plan Gric Size 1200'xBCO' SCp qp AM/TgTF ISSUED FOR PERMIT F�Fo�� MAY 15, 2018 ELECTRICAL SITE PLAN RECEIVED CITY OF TUKWILA MAY 22 2018 PEAIV1I J CtNTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB NO. 181-040 CURRENT REVISION SYMBOL W5723449 A DATE 05.15.18 TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 09-YRD COL. X-X/X-X SHEET E1 1 0 -2F JOB N0. COMP NO. DEV. CENTER, WA DWG NO. 09-YRD-E110 'o N w 0 N 0 0 co0 s C 0 0 z 0) tf) rn 0) 0 m 0 0 o ID N U 0 w cc ce d�- 0 0 0 0 0 0 0 SBCC4-1/1,3,5 3)3"C, 3#600, #3/0 CND— . . . ®. o CD O O O O O . . 4, ' F..1 :of t O CD CD OO OO CD O O O O O 0 0 0 (3)3"C, 3#600, #3/0 GND SBCC5-1 SBCC5-1 7,9,1 (2)2"C, 3#250, #2 GND SUB ��85/F2 MS-SBCC5-1 (3)3"C, 3#600, #3/0 GND [11SUB 82/F7 H 4E — �143)/0 1420 CT immt 1- 1 H1 1 1 I L111 SBCC4-2/1,3,5 (2)2-1 /2"C, 31350 155 -77-1 r T T T T11 1 1 I I 1 I (2)2-1/2"C, 3#350, #1 GND 1 1 I 1 1 I 1 I I I I I I 1 I I _ L -J SBCC6/38,40,42 2"C, 3#3/0, #6 GND I—TTTTTT-1 1 1 1 1 1 1 1 1 TRANSFORMER MOUNTED ON WALL AT 8'AFF SYM 1aa3-7/13,15,17 1aa3-7/1,3,5,2,4,6 REVISION 9 > PF BY APPROVED DATE SYM REVISION UP TO 2nd FLOOR 2,x,6,8,10,12, 1,3,5,7,9,11 POWER DISTRIBUTIO\ PLA\ FIRST FLOG \OHTH SCALE: 1/8"=1'-0" BY APPROVED DATE A CHANGED ROOMS 155 & 160 JEH 9/7/90 B RECORD DRAWING JEH 8/30/91 C RELOCATE NCO LAB 120110-00 PRS VAVREK 9/8/03 D UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 Q� BOE/ o'— H H BB.5 BB ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. MORAN DATE CHECKED KOKOCZKA ENGINEER J. HAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW b(8-6isR SUBTITLE ISSUED FOR PERMIT MAY 15, 2018 J GE\PAL \OTES 1. CONDUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2". ABOVE 2" USE RIGID STEEL. 2. CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250-57(b) EXCEPTION #1, b OR c (USING TAPE). COLOR CODE AS FOLLOWS: A 0 (LEFT BUS IN PNL) B 0 (CENTER BUS IN PNL) C 0 (RIGHT BUS IN PNL) NEUTRAL EQUIPMENT GROUND ISOLATED GROUND 208Y/120V 480Y/277V BLACK BROWN RED ORANGE BLUE YELLOW WHITE GRAY GREEN GREEN GRN/YEL* GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. INSTALL NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. PROVIDE #12 AWG INSULATED CONDUCTOR, OR OTHER APPROVED PULLING CABLE, AS A PULL—WIRE IN ALL CONDUITS MORE THAN 5 FEET IN LENGTH. STEP—DOWN ISOLATION TRANSFORMER FOR FLUORESCENT LIGHT DIMMING SYSTEM. SEE LIGHTING PLAN DRAWING 1E11 AND DRAWING E510 FOR ADDITIONAL DETAILS. 1 8 > SEE ONE—LINE DIAGRAMS ON DRAWING E4S81 _82 FOR CONDUIT AND WIRE SIZES AND FEEDER BREAKERS FOR PANELS IN ELECTRICAL ROOM. 9 > POWER FILTER FOR EMERGENCY PANEL X1AA3-1. SEE ONE—LINE DIAGRAM DRAWING E5 FOR SIZE AND CONDUIT AND WIRE FEEDER SIZE. EFHE\CE DAWI\GS: 9-53-1 E63 9-53—YDE551 9-53 STANDBY GENERATOR ENLARGED PLAN 9-53-2E2B POWER DISTRIBUTION PLAN PARTIAL 1ST FLOOR 208Y/120V POWER PLAN SECOND FLOOR NORTH CG\STUCTIO\ \OYES: PROVIDE AND INSTALL 480V PANELBOARD IN LOCATION SHOWN. PROVIDE AND INSTALL ATS IN LOCATION SHOWN. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT AND ANCILLARY HARDWARE. RELABEL PANELBOARD AND ALL EXISTING PANEL LOADS WITH NEW PANEL NAME. ROUTE CONDUIT ABOVE DROP CEILING WHEREVER POSSIBLE. CORE DRILL UP TO SECOND FLOOR. 1 ® Q© 5 4 3 2 1 E2A 1 1E2B I I I Tr EXI$TII B�.DG 9-3 I I I I I —tet t LN'TTrT _ -CE_Ivl(�I T CITY OF TptTILA MAY 222018 KEY PLAN A,q�q ERMIT CENTERALE (?:f44f/)r� I I I POWER DISTRIBUTION PLAN FIRST FLOOR NORTH cit CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION SYMBOL W5723449 D DATE 95.15.18 TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-53 5/17/90 ELECTRICAL MASTER COL. A-CC/1-6 SHEET 1 E2B JOB NO. 120110-00 COMP NO. DEV. CENTER, WA DWG No. 9-53-1E2B Migration Phase II\_Drawings\09-053-2E2B.dwg 81-040 SH Boe 9-53 Serve \babbage\documents\ES\Projects\ SYM (2) 2-1/2"c, 2#600. #1/0 GND ROUTED UNDER RAISED FLOOR UPS-2CC3 300KVA K4 OFFICE 2156 SF K3B OFFICE K3 OFFICE LAB K3B Batt. Batt. Batt. Batt. (2) 2"C, LAB K3A MBP-2CC3/1,3,5 (2)2"c, 3#250, #2 GND )2"C, BCC5-1 7,9,11 AMP #250, #2 GND OWN PANEL 2AA4-2 K2A OFFICE 731 SF PANEL 2M4-1 ACCESS DOOR REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 01,4m.".E7, PANEL 2BB1 B B/ AA� SCALE: 1/8"=1' " bwotwpLA\ III III 111111 E 0 2' 4' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 16' 32' ASBESTOS NOTIFICATION: A good faith survey of the building has been conducted and no asbestos containing material was discovered within this building. DRAWN J. MORAN DATE CHECKED NOT TO SCALE MAY 15,2018 LESE\D: © 181-8 XX/K0 ED 100KVA P.C. 480 VOLT DROP-3—WIRE, 4—POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3—WIRE, 4—POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. J—BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETICW/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON—FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER DISCONNECT SWITCH AND JUNCTION BOX FOR POWER CART CONNECTIONS. POWER CART FURNISHED AND INSTALLED BY OWNER. LEAVE A MINIMUM OF 5 FEET OF WIRE IN J—BOX FOR CONNECTION OF POWER CART. POWER CART SIZE AS INDICATED. DISCONNECT SWITCH, 3 POLE, NON—FUSED, SIZED TO MATCH POWER CART AS FOLLOWS: 50 kVA 100 AMP 100 kVA 200 AMP GE\EAL NOTES: 1.) ALL CONDUIT TO BE 1/2' EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 45 KVA 30 KVA 20 KVA 112.5 KVA 75 KVA 45 KVA 30 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. QEF E\CE DAWI\GS: 9-53-1E2B POWER DISTRIBUTION PLAN FIRST FLOOR NORTH CC\STUCTIO\ \OTES PROVIDE AND INSTALL MAINTENANCE BYPASS PANEL IN LOACTION SHOWN. F pgAq �?pp �11 q Ai !q0 N ISSUED FOR PERMITwUhq -14 PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE. ROUTE CONDUIT UNDER RAISED FLOOR WHEREVER POSSIBLE. CORE DRILL DOWN TO FIRST FLOOR. PROVIDE AND INSTALL 300KVA UPS WITH BATTERY CABINETS IN LOCATION SHOWN. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT AND ANCILLARY HARDWARE FROM UPS-2CC3 TO MBP-2CC3. PROVIDE AND INS, 600V CONDUCTORS, CONDUIT, AND ANCILLA�'' ,1i c,c `y EP -ROM UPS-2CC3 TO BATTERY CABI ID. 7<WILA MAY 2 2 2018 PERMIT C L:iv'I' ER SUBTITLE POWER DISTRIBUTION PLAN SECOND FLOOR NORTH CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL DATE. 05.15.18 ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. A-CC/1-6 DEV. CENTER. WA SHEET 2E2B JOB NO. W5723449 COMP NO. DWG NO. 9-53-2E2B \babbage\documents\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053-E4S81 _82.dwg N N n FROV socF SUB 81 13.8kV FDR 8 13.8kV FDR 5 MULTI- FUNCTION METER A2 O r L SUB 82 13.8kV FDR 4 13.8kV FDR 5 0—• 13,800V 2000/2667 kVA 5.75% 480Y/277V 2 FU CPT, 3 FU 3 PT 3 FU I1 Al r J 120V 288 480V, 3500A, 3 PHASE, 4 WIRE 4000AF 3500AT \/ 3500:5 33 CT ??,000 A.I.C.) CONTROL POWER MAIN 81 & 82 & TIE 0 81F1 1600AF 1200AT \V o 1200:5 0 81F2 n 1600AF �l 800AT (4)3"C, 4#350MCM (2)3"C, 3#500MCM + #2GND EA. � + #4/ONEU EA. 800:5 81 F3 1600AF A,l 1200AT U 1200:5 (4)3"C, 4#350MCM + #2GND EA. �e PNL 1M3-1 1200A DIST MLO 'AN EL C1-4 800A 2"C, 4#4/0 PANEL E7 1200A DIST 81 F4 1600AF A,1 800AT U 0 E® o 800:5 0 81F5 1600AF �\ 800AT .1 U 800:5 0 (2)3"C, 3#500MCM (4)2-"C, 4#3/0 EA. � + #4GND EA. �b 2-"C, 350MCM 24C, 4#4/O, #4GND PNL 1AA3- 225A PNL 1M3 - 225A TO EMERG XFER SW. SEE SHT E5 41, rrm 225kVA 2)3"c, 208Y/ 120 V #500MCM (2)2"C, 4#4/0 PANEL E7-1 400A PANEL E6 225A 1-i"C, 3#4 + #8GND SYM REVISION 45kVA (2)3"C, 208Y/120 V 4#500MCM EA. 4#1/0, #6 GND PANEL C1-3 800A DIST PNL 1883-1 200A BY 225kVA 208Y/120 V PNL 2C2-2 800A DIST APPROVED DATE SYM PANEL C1-5 800A 3W (2)2-"C, 3#350MCM Ek PANEL E6-1 225A PNL 1M3-4 800A DIST MLO ???:5 3200AF 3200AT (2)24C, 3#4/0 3#350MCM EA. PANEL B5 600A 3W PANEL B10 600A 3W PANEL B4 225A 3W REVISION PANEL 2661 400A 81 TIE nit �• `�• (2)2"C, 4#3/0 +#3GND EA. PNL 2M4-2 400A PNL 2M4-1 225A BY PNL 2AA9-1 225A APPROVED DATE A RELOCATE DOGHOUSE TO BLDG 9 -53 33447-05 CASNE 03.09.18 B UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 A2 13.8kV FDR 4 13.8kV FDR 5 0-• 480V, 3500A, 3 PHASE, 4 WIRE 82F8 1600AF �l 600AT �� (2)4"C, 3#500MCM EA. 1 82F6 n 1600AF �1 800AT �J U 0 800:5 4)3"C, 4#350MCM + #2GND EA. SERVICE TO ITDL TOWER PANEL TC4-1 SEE 9-47 BLDG. BE/NGm CY- ° 0 1200:5 0 PNL 1M3-2 1200A DIST MLO Al 0-1 L- 13,800V 2000/2667 kVA 5.75% 480Y/277V J r CPT ??,000 A.I.C.) 82F4 1600AF �\ 600AT 11 U 4000AF 3500AT ® EO A 800:5 (2)3"C, 3#350MCM 0 EA. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE J 3 CT E 3500:5 82F3 1600AF A,l 800AT \V� U (2)3"C, 3#500MCM EA. PANEL C1-2 600A DIST 3W PANEL C4 225A 3W PNL 2C4-1 225A 3W DRAWN D. OTTEN CHECKED ENGINEER CHECKED APPROVED APPROVED 2"C, 4#4/0 2" ALUM C, 4#1/0, #6 G, #6 ISO G PANEL C9 225A 3W 1"C, 4 #6, #10 GND 2"C, 4 #6, #10 GND 10,000 0 o mo ® 800:5 ® (4)2-3"c, 3#350MCM EA. PANEL 1B8 800A DIST 3W 1600AF /1\l 1200AT \v� U 82F2 MULTI- FUNCTION METER • E 0 ® A 1200:5 30,000 PNL TC5 225A 3W 1-1/2"ALUM C, 3#1/0 #6 GND 14,000 1"ALUM C, 3#4 #80 45KVA 208Y/120V r--200 AF 150 AT PNL TC5-1 225 150A MCB 4W, ISO G 10,000 PNL TC5-2 60A 4W, ISO G DATE SUBTITLE 12.02.15 PNL TC5-3 60A 4W, ISO G PNL 2C2-1 1200A DIST 3W LEGE XXXX EQUIPMENT AIC RATING TO SJ3 83 EFRE\CE DAW\CS 9-53-E5A ONE -LINE DIAGRAM ROOM H3 AND UT17 CO\S-RUCTIO\ \OTES ADJUST TRIP TO 1200A, PROVIDE NEW LABEL FOR NEW LOAD. EXTEND EXISTING RACEWAY TO NEW PANEL, PROVIDE NEW FEEDERS, SEE E5A. REFEED PANEL FROM NEW SOURCE, RELABEL PANEL AND PROVIDE NEW PANEL SCHEDULE. MODIFY EXTEND EXISTING RACEWAY, PROVIDE NEW FEEDERS TO EXISTING PANELS. INSTALL SALVAGED BREAKERS FOR PANELS AND PANEL VIA 45KVA TRANSFORMER, SEE PANEL SCHEDULE. MODIFY EXTEND EXISTING RACEWAY, PROVIDE NEW FEEDERS TO EXISTING 45 KVA TRANSFORMER. PROVIDE NEW LABEL AND PANEL SCHEDULE INDICATING NEW SOURCE. PROVIDE ENTELLIGUARD TRIP UNIT KIT WITH CT'S FASB-AKR50C4F1605A FOR INSTALLATION BY PRIME POWER. 38,213 1 82F1 n 1600AF 800AT �� (2)3"C, 3#500MCM EA. PANEL 2C4 400A 3W PANEL 2C9 400A 3W 10,000 800:5 PANEL C1-1 800A DIST 3W "C, 3#500MCM (2)2-"C, 3#350MCM EA, MCC -1 600A ISSUED FOR PERMIT MAY 15, 2018 CURRENT LIMITING FUSE (TYPICAL) ONE -LINE DIAGRAM SUBSTATION 81 / 82 RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 181-040 CURRENT REVISION SYMBOL W5723449 DATE 05.15.18 TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 SHEET 4S81 82 JOB NO. 33447-05 COMP NO. DEV. CENTER, WA DWG N0. 9-53-E4S81 _82 Migration Phase II\_Drawings\09-053—E4S85.dwg —040 SH Boe 9-53 Se co 00 I:\ES\Projects SYM FRO v S ..B 83 13,8kV FDR 8 13,8kV FDR 5, 3#4/0 EPR, 3-"C BOTTOM FEED 85F1 1600AF xxx AT 11 3 CT REVISION 1600:5 LLJ 0 (f) MULTI— FUNCTION METER BY APPROVED DATE SYM r L A85F3 1600AF T xxx AT \l// 3 CTC c TB 1600:5 MULTI— FUNCTION METER STACK SWITCH 0 1 100E 13,800V 1500/2000 kVA 3200AF 3200AT MAIN r 480Y/277V 2 FU CPT 10kVA 3 FU 3 PT 120V 9 480 CONTROL POWER FOR MAIN (St FANS 4 CT 1 3200:5 J�85F4 1600AF xxx AT 1\V1 3 CT MULTI- FUNCTION METER 480V, 3200A, 3 PHASE, 4 WIRE, (50k A.I.C.) 1600:5 MULTI— FUNCTION METER 3 CT �85F5 1600AF SPACE MULTI— FUNCTION METER 3 CT TO BRKR METERING �85F6 1600AF SPACE MULTI— FUNCTION METER ATIE 3200AF 3200AT 3 CT 3200:5 LU Lel LU LLJ LLJ rY Q <C <c Q 1— o Cf) (f) (f) Cf) LL_ REVISION BY S 3 85 0\E—LICE DACA SCALE: NONE APPROVED DATE AS RECEIVED DEVELOPMENT LAB - RECORD SET 9-12061 WH MAS 02.14.14 REDRAWN TO CONVENTION STANDARD D. OTTEN DLO 12.02.15 B UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 M,0',E7M”' MULTI— FUNCTION METER FEEDER 5 — o.. — a.. ABB 1500/2000kV 6.5% Z 80—DEGREE f AUXILUARY AUXILUARY METERING METERING 85F5 1600AF/xxxAT SPARE 85F6 1600AF/xxxAT SPARE 5F2 81600AF/1200AT ATS—XX 85F1 1600AF/xxxAT SPARE MAIN 3200AF/3200AT ELECTRIC OPERATED 3 TIE 3 00Af/3200AT ELECTRIC OPERATED FEEDER 8 85F3 SPACE W/ HARDWARE 85F4 SPACE W/ HARDWARE SU3STATIO\ #85 ELEVATIO\ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. ROHLER CHECKED R. ROHLER ENGINEER CHECKED APPROVED APPROVED DATE 5-01-01 5-01-01 SUBTITLE LEGE\D GE\EAL \OTES EFR \CE DAW\CS 9-53-E5A ONE -LINE DIAGRAM ROOM H3 AND UT17 CO\S-RUCTIO\ \OTES 18 ISSUED FOR PERMITPig' 41 MAY 15, 2018 4'9 'a 14 ADJUST TRIP TO 1200A. EXTEND EXISTING RACEWAY TO NEW PANEL, PROVIDE NEW FEEDERS, SEE E5A. PROVIDE NEW LABEL INDICATING NEW LOAD. RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERNMFT GEN T EA ONE LINE DIAGRAM SUBSTATION 85 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYIv(BQL DATE 05...15.18 TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATIQ BUILDING 9-53 SHEET E4S85 JOB NO, COMP, NO. DWG NO. DEV. CENTER, WA 9-53-E4S85 I:\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053—E5A.dwg 0 66 0 Lo 0,2 SUB 85 F2 (2)2"C-3#250 #2 GND UPS 2CC3 300KVA (3)3"C-3#600 #3/0 GND ATS-SBCC5-1 1200A 0 MBP-2CC3 1000KVA 480V 30, 4W CB CB 1200A ti GENSET PANEL 50A 3P 4W 1"C 3#8, #10G 1200A QCDT SWITCH MULTI- FUNCTION METER IQ -140 (3)4"C-3#600, #3/0 N #3/0 GND (3)3"C-3#600 #3/0 GND PNL SBCC4-1 1200A 4W �-- (3)3"C-3#600 #3/0 GND PNL SBCC5-1 1200A 3W (2)2"C-3#250 #2 GND 1-1/2"C, 4#1, #6 GND 10 6 SPD (2)2"C-3#250 #2 GND (2)2-1/2"C -3#350 #1 GND t (3)4"C-3#600, #3/0 N #3/0 GND SERVICE DISCONNECT WITH GROUND FAULT PROTECTION (3)3"C-3#600 #3/0 GND 800kW RESISTIVE LOAD BANK /V\A/ V EFHE\CE DAWI\GS SUB 82 F7 (4)2-1/2"C-3#350 ATS-SBCC6 600A �-- (2)2"C-3#250 #2 GND PNL UCC6 600A 3W PDU UCC5 300KVA PNL UCC4 100A 3P 4W #3/0 -(2)2"C-4#3/0 #3 GND PNL UCC5-A 400A 3P 4W PNL UCC5-B 400A 3P 4W 6 (2)2"C-3#250 #2 GND PDU UCC2 300KVA (2)2"C-4#3/0 #3 GND PNL UCC2-B 400A 3P 4W 6 0 �-- M2 -1/2"C-3#350 #1 GND PNL SBCC6 600A 3W PNL SBCC5-3 200A 3W 2"C, 3#3/0, #6 GND 3/4"C, 3#6, #10 GND SYM REVISION BY APPROVED DATE SYM REVISION BY 1"C 3#8, #10G APPROVED DATE - UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 (2)2-1 /2"C-3#350 #1 GND if 1-1/2"C, 4#1, #6 GND ATS-SBCC4-2 1200A PNL SBCC4-2 1200A 3W (3)3"C-3#600 #3/0 GND PDU CC5-2 300KVA a PNL SBCC4-3 100A 3P 4W X3/0 - (2)2"C-4#3/0 #3 GND PNL SBCC5-2A 400A 3P 4W 6 PNL SBCC5-2B 400A 3P 4W SPD #3/0 GND (2)2"C-3#250 #2 GND ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE PDU CC1 300KVA PNL SBCC1-A 400A 3P 4W 6 DRAWN D. OTTEN CHECKED ENGINEER CHECKED APPROVED APPROVED 9-53-E4S81 _82 9-53-E4S85 X3/0 (2)2"C-4#3/0 #3 GND PNL SBCC1-B 400A 3P 4W 6 DATE SUBTITLE 12.02.15 ONE -LINE DIAGRAM SUBSTATION 81/82 ONE -LINE DIAGRAM SUBSTATION 85 GE\E3AL \OTES ALL CONDUIT TO BE 3/4" GRS UNLESS OTHERWISE NOTED. SEE PLANS AND SPECIFICATIONS FOR CONDUITS OUTSIDE OF BUILDING. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 -VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. CONTRACTOR TO PROVIDE ALL FEEDER LENGTHS TO ALLOW SIEMENS TO PERFORM COORDINATION AND ARC FLASH STUDY. CC\S-RUCTIO\ \OYES PURCHASE AND INSTALL 1200KVA GENSET WITH ENCLOSURE AND FUEL TANK BASE. PROVIDE AND INSTALL 800KW PERMANENT LOAD BANK. FURNISH AND INSTALL EATON DOUBLE THROW SWITCH WITH CAMLOCK RECEPTACLES FOR PORTABLE GENERATOR CONNECTION. PROVIDE AND INSTALL SERVICE ENTRANCE RATED DISTRIBUTION PANELBOARD WITH METER. PROVIDE AND INSTALL 1200A AUTOMATIC TRANSFER SWITCH. PROVIDE AND INSTALL 1200A DISTRIBUTION PANEL COMPLETE WITH METER AND SURGE PROTECTION. FURNISH AND INSTALL COMPLETE 300KVA UPS WITH BATTERY BACK-UP. PROVIDE AND INSTALL SEPARATE MAINTENANCE BYPASS SWITCH. PROVIDE AND INSTALL 600A AUTOMATIC TRANSFER SWITCH. 10 EXISTING PANEL TO BE REUSED. REPLACE MAIN CIRCUIT BREAKER WITH 600A BREAKER. RELABEL PANEL WITH NEW FEEDER INFORMATION. PROVIDE NEW IEM LABEL UPDATING RATING TO 600A AND 3 PHASE 3 WIRE 480V. EXISTING PANEL TO REUSED. RELABEL PANEL WITH NEW FEEDER INFORMATION. PROVIDE NEW IEM LABEL UPDATING RATING TO 600A AND 3 PHASE 3 WIRE 480V. PROVIDE AND INSTALL 200A PANELBOARD. PROVIDE AND INSTALL 300KVA PDU. PROVIDE AND INSTALL 300KVA PDU. PROVIDE AND INSTALL TRANSFORMER. ij PROVIDE AND INSTALL 400A PANELBOARD. PROVIDE AND INSTALL 100A PANELBOARD. 18. PROVIDE AND :, rAbL CONDUITS AND CONDUCTOA.. y/IJES AS SHOWN. SEE PLAN DRAWINGS FOR DETAILS. MAY222018 ISSUED FOR PERMIT Ap��IOtTAIVIFIATe MAY 15, 2018 - TITLE RPQU ���L ONE -LINE DIAGRAM ) ROOM H3 AND UT17 UT17 AND H3 SERVER MIGRATION BUILDING 9-53 ELECTRICAL MASTER DEV. CENTER, WA PERMIT CENTER CASNE ENGINEERING, INC. E0L6E0NECANPDL.,TESCUIHTENO2L0OKYIRCONSULTANTS 0 33 (425) 522-1000 WWW. CASNE CDM JOB NO. 181-040 RRENT REVISION SYMBOL DATE W5723449 — 05.15.18 SHEET JOB NO. DWG NO. E5A 33447-05 9-53-E5A COMP NO. SYM REVISION GENERATOR LIGHTING CONTROL PANEL BY APPROVED DATE SYM REVISION MST FL (31 PLA\ SCALE: 1/16" : 1'-O" BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE CEC 05.15.18 eLm.ffErirmrt® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN E. KRISPIN CHECKED D. TOWNSEND ENGINEER E. KRISPIN CHECKED D. TOWNSEND APPROVED APPROVED DATE 04.10.18 04.10.18 04.10.18 04.10.18 SUBTITLE TITLE ta,olsog ISSUED FOR PERMIT MAY 15, 2018 ELECTRICAL MASTER OUTDOOR LIGHTING PLAN UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. A -G/1-11 LEGE\ D. 'Q' LED WALL PACK INTERMATIC K4421M PHOTOCELL GE\EAL \OTES 1 UNLESS OTHERWISE NOTED ALL WIRING SHALL BE 3/4"C, 2#12 THHN/THWN. 2. CONDUCTORS SHOWN: #12AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS IN ACCORDANCE WITH THE LATEST NEC (USING TAPE), COLOR CODE AS FOLLOWS: AO (LEFT BUS IN PNL) BO (CENTER BUS IN PNL) CO (RIGHT BUS IN PNL) NEUTRAL EQUIPMENT GROUND ISOLATED GROUND 208Y/120V 480Y/277V BLACK BROWN RED ORANGE BLUE YELLOW WHITE GRAY GREEN GREEN GRN/YEL* GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYNO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. POST NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. IDENTIFY PANELS WITH LAMINATED PHENOLIC NAMEPLATES AS DETAILED. 7. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, BOXES, FITTINGS, SUPPORTS, AND ALL ANCILLARY HARDWARE. EFEHN CE NAWI\ 1ThS• Je 09-53-1E13 09-53-E508 09-53-E565 09-53-YDE501 LIGHTING PLAN LIGHTING FIXTURE SCHEDULE LIGHTING CONTROL WIRING STBY GENERATOR ENLARGED PLAN �0\S-RUCTIO\ \OTES: PROVIDE AND INSTALL WALL PACK. MOUNT TO BUILDING EXTERIOR 12' ABOVE FINAL GRADE. SEE FIXTURE SCHEDULE ON SHEET 9-53-E508. PROVIDE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE. PROVIDE AND INSTALL INTERMATIC K4421 M STEM MOUNT PHOTOCELL. MOUNT ON ROOF. AIM ACCORDING TO MANUFACTURER RECOMMENDATIONS. PROVIDE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE TO CONNECT TO NEW GENERATOR LIGHTING CONTROL CABINET. PROVIDE AND INSTALL GENERATOR LIGHTING CONTROL CABINET ON EXTERIOR OF BUILDING IN LOCATION AS SHOWN. SEE SHEET 9-53-E565 FOR DETAILS. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE TO SOURCE. SEE SHEET 9-53-YDE501 FOR CONDUIT PENETRATION INTO BUILDING. ,n >> 7m0 RECEIVED ¶TTTTTT „' CITY OF TUKWILA MAY 222018 PERMIT CENTER 9-53 KEY PLAN NOT TO SCALE Imo% APpka4A,1 liZQUiR D.C. SITE CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 REVISION" 5723449 SYMBOL E8 DATE 05.15.18 JOB NO. W5723449 COMP NO. DWG NO. 9-53-E8 YD -E551 I><><><><><>< O C I I I I I I I I C " SERVER ROOM UT17 ;C2 1 1 1 1 1 1 1 1 CD L_ _L_ _L_ _JL_I_J #3/0 BON -7- --F---r- --T- 1 I 1 1 1 1 1 1 BB AA. 5 GKU\�I\G PLA\ FIST FLOC SCALE: 1/8"=1'-0 \OTH BOND THE SECONDARY SIDE OF ONE TRANSFORMER TO NEARBY COLUMN. p 1 8 -ops 8 REVISION APPROVED REVISION APPROVED DATE A CHANGED ROOMS 155 & 160 B DELETE PERIMETER GROUND 9/7/90 C RECORD DRAWING D RELOCATE NCO LAB 120110-00 VAVREK 12/9/90 8/30/91 9/8/03 4 4' SCALE: 1 /8"=1'-0" DRAWN ACCEPTABILITY J. HAMLIN THIS DESIGN AND/OR SPECIFICATION IS APPROVED 16' 0 9 ®©®®®O® 1E9E Od 1E9D LEGE\D GB GROUND BAR, 1/4" X 4" X 20" COPPER • CONDUCTOR BONDED TO COLUMN OR CABINET GE\HAL \OTES 1. PROVIDE GROUNDING MATERIALS AS SPECIFIED IN SECTION 16450, SECONDARY GROUNDING. 2. PROVIDE #4/0 BARE COPPER STRANDED WIRE FOR ALL GROUNDING CONDUCTORS, UNLESS OTHERWISE NOTED. 3. PROVIDE GROUNDING CONDUCTOR PIGTAILS WITH A MINIMUM LENGTH OF 10'-0", UNLESS OTHERWISE NOTED. 4. PROVIDE THERMOWELD CABLE TO GROUND ROD, CABLE TO CABLE, CABLE TO STRUCTURAL STEEL AND CABLE TO GROUND BAR, UNLESS OTHERWISE NOTED. USE ONLY NEW MOLDS FOR THERMOWELDS, AND CHANGE MOLDS AFTER 50 CONNECTIONS HAVE BEEN MADE. 5. PROVIDE #1/0 INSULATED THW STRANDED COPPER WIRE FOR TECHNICAL GROUND GRID, SEE DETAIL 2 ON E-500 FOR CONNECTIONS AT POINTS OF INTERSECTION. INSTALL CABLES ON 2'-0" CENTERS, BOTH DIRECTIONS. CONNECT TECHNICAL GROUND GRID TO GROUNDING ELECTRODE CONDUCTOR AND PEDESTAL GROUND LOOP ONLY AT GROUND BAR UNDER RAISED FLOOR. 6. PROVIDE GROUNDING CONNECTIONS FOR RAISED FLOOR PEDESTALS AS INDICATED. CONNECT AS SHOWN IN DETAIL B ON E-500, AND TO GROUNDING ELECTRODE CONDUCTOR AT GROUND BAR UNDER RAISED FLOOR. 7. INSTALL A 1/4" X 2" X 18", INSULATED GROUND BAR UNDER RAISED FLOOR FOR CONNECTION OF GROUNDING ELECTRODE CONDUCTOR, TECHNICAL GRID, POWER CARTS AND PEDESTAL LOOP. PROVIDE ERICO PRODUCTS CATALOG #B542A004 GROUND BAR. LOCATE GROUND BAR AS INDICATED ON DRAWINGS. 8. FOR ADDITIONAL INFORMATION, SEE DETAILS ON DRAWING E-500. 9. THERMOWELD GROUNDING ELECTRODE CONDUCTOR TO BUILDING STRUCTURAL STEEL 3" ABOVE RECESSED FLOOR AT LOCATIONS INDICATED. LEAVE PIGTAIL FOR CADWELD CONNECTION TO GROUND BAR. 10. PROVIDE SUITABLE MECHANICAL PROTECTION FOR EXPOSED GROUNDING CONDUCTORS AND PIGTAILS TO PREVENT DAMAGE DURING CONSTRUCTION. 11. MEASURE GROUNDING SYSTEM RESISTANCES AS INDICATED IN SPECIFICATION SECTION 16450, SECONDARY GROUNDING. FOR TECHNICAL GROUND GRID CONNECTIONS, SEE DRAWING 109-053-2002-E09C. DEDICATED GROUND WIRE FROM THE GROUND BAR TO EACH RACK IN THE ROOM. FOR RACKS THAT ARE MOUNTED ON ISO -BASES, PROVIDE SUFFICIENT SLACK TO ALLOW FOR 7 INCHES OF MOTION IN ANY DIRECTION. EFHE\CE NAWI\GS 9-53-E563 9-53-500 9-53-E551 NETWORK RACK & CABLE RUNWAY DETAILS ELECTRICAL DETAILS - GROUNDING 9-53 STANDBY GENERATOR ENLARGED PLAN CO\S-RUCTIO\ \OTES EXISTING BDG 9-53 KEY PLAN NOT TO SCALE R CITY MAY PERMIT AT PANEL SBCC4-1, BOND THE NEUTRAL TO GROUND AND CONNECT THEM TO BUILDING STEEL AT COLUMN CC5 USING #3/0 CABLE. IN EACH OF THREE SERVER ROOMS (H3, 12BB4 AND UT17) PROVIDE 1/4" X 4" X 20" GROUND BAR AND CONNECT IT TO BUILDING STEEL WITH #2 BARE COPPER WIRE. RUN A SEPARATE #6 WIRE FROM THE GROUND BAR TO EACH DATA RACK OR CABINET IN THE ROOM (DO NOT DAISY -CHAIN THE GROUND WIRES). RUN A #6 WIRE FROM THE GROUND BAR TO A CONVENIENT POINT ON EACH CABLE RUNWAY. FROM THAT POINT, JOIN OTHER CABLE RUNWAY SECTIONS WITH GROUNDING STRAPS AS SHOWN ON SHEET E5XX-3. BOND THE SECONDARY SIDE OF EACH OF FOUR PDU'S TO THE NEAREST BUILDING STEEL USIING 2 2018 EXOTHERMIC WELDS. UTILIZE BARE COPPER WIRE FOR THE CONNECTIONS. ISSUED FOR. PERMIT MAY 15, 2018 SUBTITLE CHECKED J. KOKOCZKA APPROVED BY DEPT. DATE E UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 J. HAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW TITLE A GROUNDING'o04C FIRST FLOOR NORTH VIAZD UT17 AND H3 SERVER MIGRATION ELECTRICAL MASTER BUILDING 9-53 COL. A-CC/1-6 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 RRENT REVISION SYMBOL W5723449 05.15.18 DEV. CENTER. WA JOB NO. 120110-00 DWG NO. COMP NO. I:\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053-1 E13.dwg t) N 0o >< X >< >< >< )( 0 MOUNTED ABOVE VES IBULE 0 0 O C) 0 . C) CD 0 0 \l l• i ;0 MOUNTED ABOVE VES IBULE 0 0 O C) 0 . C) CD 0 0 MOUNTED AT LA COLUMBIA #WAL DING BETWEEN FLOORS 4 2 32 E U GLR ACCES DOOR 1 AA3-7/ 19 CONDUIT ROUTE FOR RUNS TO 1AA3-7 & 1AA3-8 CONDUIT ROUTE FOR RUN TO X1AA3-2 TO 2 LOW—VOLTAGE SWITCHES AT DOOR X 1 AA3-2/9b SYM AA. 5 PANEL 1AA3-1 9b PANEL 1AA3-2 PANEL 1 AA3— PANEL X1M3-1 PANEL 1AA3-4 PANEL 1M3-5 PANEL 1 M3-6 REVISION BY APPROVED DATE SYM REVISION LIGHTI\G PLA\ SCALE: 1/8" BY APPROVED DATE A LAB REARRANGE 170051-00 DEH JV/MEHTA 5/5/97 F DEVELOPMENT LAB - RECORD SET 9-12061 WH MAS 02.14.14 B RELOCATE NCO LAB 120110-00 PRS VAVREK 9/8/03 G INSTALL NEW LIGHT IN STAIRWAY W3161678 VAVREK VAVREEK 12.09.14 C EGRESS LIGHTING 1000958308 BEIER VAVREK 1/19/04 H UT17 AND H3 SERVER MIGRATION W5723449 CASNE VVS 05.15.18 D REMOVE WALLS BR&T LAB BB.5-6 8158 ESBROOK VAVREK 06/23/10 E DROP CEILING - ROOM 12883 & 11AA4 11302746 ESBROOK TAE 09.01.11 UP TO 2ND FLOOR X1AA3-1/7a 3/4" 2#10 UP TO 2nd FLOOR X1AA3-2/11 ff.1 ZAW'' ® b19-- 0is41 8 CO\S-RI, LEGE\D 0 3 LAMP, 2X4, FLUORESCENT FIXTURE 2 LAMP, 2X4, FLUORESCENT FIXTURE 2 LAMP, 2X4, FLUORESCENT FIXTURE, EMERG. 2 LAMP, 1X4, FLUORESCENT FIXTURE 2 LAMP, 1X4, FLUORESCENT FIXTURE, EMERG. 2 LAMP, 1X8, FLUORESCENT FIXTURE WITH DIMMING BALLAST T FIXTURE, EMERG. LED RETROFITTED 2X4 FIXTURE LED 4' STRIP LIGHT FIXTURE CTIO\ \OTES CO\T"D PROVIDE AND INSTALL DIMMING WALL SWITCH TO REPLACE PREVIOUSLY REMOVED SWITCH. PROVIDE AND INSTALL LINE VOLTAGE CONDUCTORS FROM NEW SWITCH TO (5) LED RETROFIT FIXTURES IN ROOM. WIRE TO EXISTING LIGHTING POWER CIRCUIT. RE—USE EXISTING CONDUIT. PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FROM NEW SWITCH TO (5) LED RETROFIT FIXTURES IN ROOM FOR 0-10V DIMMING. 16 SCALE: 1/8' = 1 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. LANG " DATE CHECKED J. KOKOCZKA ENGINEER J. JAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW 05/17/90 1E14 /1E1fA 1E12 SUBTITLE TITLE 1E11 KEY PLAN NOT TO SCALE 1E10 RECEIVE CITY OF TUKi MAY2220' PERMIT CENT ISSUED FOR PERMIT MAY 15 2018 ELECTRICAL MASTER LV XR a DIMMER SWITCH, NOVA -T, LUTRON #NTSTV-DV S" TC`, LL GE J -BOX WITH X LOW VOLTAGE RELAYS J -BOX WITH LOW VOLTAGE TRANSFORMER 'A TO"ER OC P, C SE 0 #L IX- WATTSTOPPER POWER PACK 2$w WATTSTOPPER 2 -BUTTON WALL SWITCH $, WATTSTOPPER 1 -BUTTON WALL SWITCH ER EMERGENCY LIGHTING RELAY LSI INDUSTRIES #ELCR-6A-010D EFP \C. ��AWI\GS 9-53-E8 9-53-E508 9-53-E510 9-53-E565 EXTERIOR LIGHTING PLAN LIGHTING FIXTURE SCHEDULE LIGHTING DIMMING SYSTEM LIGHTING CONTROL SYSTEM DETAILS GE\PAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CO\STUCTIO\ \OTES PROVIDE AND INSTALL CONDUIT, CONDUCTORS, BOXES, FITTINGS, SUPPORTS, AND ALL ANCILLARY HARDWARE. COORDINATE FIXTURE MOUNTING WITH MECHANICAL DUCT WORK AND ELECTRICAL CABLE TRAY. PROVIDE AND INSTALL PENDANT—MOUNTED LED FIXTURE. MOUNT AT 14' AFF. PROVIDE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE AS SHOWN. SEE LIGHTING FIXTURE SCHEDULE. RELOCATE EXISTING LIGHT SWITCH TO NEW LOCATION AS SHOWN. PROVIDE CONDUIT AND CONDUCTORS TO RE—WIRE TO EXISTING LIGHTING. PROVIDE AND INSTALL LED RETROFIT KIT IN EXISTING FIXTURE. SEE LIGHTING FIXTURE SCHEDULE PROVIDE AND INSTALL EMERGENCY LIGHTING RELAY IN LOCATION AS SHOWN. PROVIDE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE. SEE SHEET 9-53—E565. PROVIDE AND INSTALL WATTSTOPPER WALL SWITCH IN LOCATION AS SHOWN. PROVIDE CAT5e CABLE BACK TO WATTSTOPPER POWER PACK AS SHOWN. SWITCHING ZONES AS INDICATED ON PLAN. SEE SHEET 9-53-E565. PROVIDE AND INSTALL WATTSTOPPER POWER PACK, CONDUIT, CONDUCTORS, CAT5e CABLE, AND ALL ANCILLARY HARDWARE AS SHOWN. SEE SHEET 9-53—E565. LIGHTING PLANAp /r4NQ R ��� UT17 AND H3 SERVER MIGRATION BUILDING.9-53 COL. A-CC/1-6 CCASNE ENGINEERING, INC. DEV. CENTER, WA ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 880. (425) 522-1000 WWW.CASNE.COM JOB NA ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th SUITE 205 KIRKLAND, WA 98033 WWW.CASNE COM NO. 181-040 CURRENT REVISION -W5723449 SHEET SYMBOL H 1E13 DATE 05 1,5.18 JOB NO. 1000958308 COMP NO. DWG NO. 9-53-1E13 10 cn 3 r) w N F." 0 on0 0 0 0 L a_ C O 0 L L m 0 in a) 0 0 m 0 0 CO 0 0 0 in w 0 u) N ao 0o SYM 2156 SF CONDUIT ROUTE FOR RUN TO 2AA4-1/30 731 SF K3 K2 b3- SF K3B 10b A CONDUIT ROUTE FOR RUNS TO 2AA4-1/1,3,5, 7,9,11,2,4,6,8 CONDUIT ROUTE FOR RUN TO X1AA3-2/11 —7 CONDUIT ROUTE FOR X1AA3-1/7a REVISION 1242 10 K3 A LAB 2AA4-1 14,16 VEST _ 2AA4-1/ 10,12 PANEL 2AA4-2 45 kVA PANEL 2AA4-3 PANEL 2AA4-1 BY APPROVED DATE SYM REVISION X1AA3-2/11 DOWN TO 1st FLOOR X1AA3-1/7a 3/4" 2#10 DOWN TO 1ST FLOOR BY 251 APPROVED HX- Eg_ FE4 M Al N TAN CE LIGHT MOUNTED ABOVE CEILING RISER FOR X1AA3-2 ACCESS DOOR ABOVE CEILING DATE A REVISE LIGHTING CONTROL J#137120-06 P.T. JV/N. MEHTA 1/12/95 B TURN ON OVERH LIGHTS FOR SAFTY J#814744-00 KNOX 10/12/01 C EGRESS LIGHTING 1000958308 BEIER VAVREK 1/19/04 D UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 260 MECHANICAL ROOM Q� BOE/NGm 6' - \OTE: EMERGE\CY LIGHTING POWERED FROM 30TH 277 VOLT (PANEL X1AA3-1) AND 120 VOLT SYSTEM (PANEL X1AA3-2 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE ASBESTOS NOTIFICATION: A good faith survey of the building has been conducted and no asbestos containing material was discovered within this building. DRAWN R. LANG DATE CHECKED J. KOKOCZKA ENGINEER J. HAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW 05/17/90 SUBTITLE TITLE LEGEND: 0 3 LAMP, 2X4, FLUORESCENT FIXTURE 2 LAMP, 2X4, FLUORESCENT FIXTURE 2 LAMP, 2X4, FLUORESCENT FIXTURE, EMERG. 2 LAMP, 2X4, FLUORESCENT FIXTURE, UNSWITCHED. 2 LAMP, 1X4, FLUORESCENT FIXTURE L P, 1X , FLUOR C T LED 4' STRIP LIGHT FIXTURE $Lv c) XR 0 RE, EMERG. EXIT LIGHT FIXTURE, WALL MOUNTED SWITCH, LOW VOLTAGE J -BOX WITH LOW VOLTAGE RELAY J -BOX WITH X LOW VOLTAGE RELAYS J -BOX WITH LOW VOLTAGE TRANSFORMER 277/480V POWER PANEL ® EMERGENCY LIGHTING RELAY LSI INDUSTRIES #ELCR-6A-010D REFERENCE DRAWINGS: 9-53-E8 9-53-E508 9-53-E510 9-53-E565 EXTERIOR LIGHTING PLAN LIGHTING FIXTURE SCHEDULE LIGHTING DIMMING SYSTEM LIGHTING CONTROL WIRING DETAILS 1 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V "A" PHASE (LEFT BUS IN PANEL) BLACK "B" PHASE (CENTER BUS IN PANEL) RED "C" PHASE (RIGHT BUS IN PANEL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN 277/480V BROWN ORANGE YELLOW GRAY 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) LIGHTING FIXTURE SCHEDULE AND DETAILS ARE SHOWN ON 9-53-E508. LIGHTING DIMMING SYSTEM DETAILS ARE SHOWN ON DRAWING 9-53-E510. CONSTRUCTION NOTES: PROVIDE AND INSTALL PENDANT—MOUNTED LED FIXTURE IN LOCATION AS SHOWN TO REPLACE EXISTING FLUORESCENT LIGHTING. MOUNT AT 12' AFF. RE—WIRE TO EXISTING LIGHTING CIRCUIT. PROVIDE CONDUIT, CONDUCTORS, AND ANCILLARY HARDWARE AS NECESSARY. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE AS SHOWN. RE—WIRE TO EXISTING LIGHTING CONTROLS. PROVIDE AND INSTALL EMERGENCY LIGHTING RELAY IN LOCATION AS SHOWN. SEE SHEET 9-53-E565 FOR TYPICAL WIRING DIAGRAM. PROVIDE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE. 16 SCALE: 1/8" = 1' RECEIVED CITY OF TUKWILA MAY 2 2 2018. PERMIT CENTER ISSUED FOR PERMIT MAY 15, 201.8 PARTIAL 2ND FLOOR LIGHTING PLA UT17 AND H3 SERVER MIGRATION BUILDING 9-53 ELECTRICAL MASTER COL. A-CC/1-6 n r®"®®®® 00 CURR CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE COM JOB NO. 181-040 T REVISION W5723449 D.C. SYMBOL 2E13 J DATE 05.15.18 JOB NO. 1000958308 COMP NO. DWG NO. 9-53-2E13 SYM YDE551 ,< >< , >< A "A-77' -7C---7< O 0 o 0 ® O CD CD 0 it ' f i ' :E:. 0 o 0 140 0 Si 0 0 CD CD CD 0 E558 E555 1 AA3-8/42c REVISION N N im NE C i 8\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053-1 E113.dwg I:\ES\Projects\ cc 0 0 0 0 0 YDE551 { UNIT HEATER, COMPLETE WITH INTEGRAL THERMOSTAT AND WALL MOUNTING BRACKET. CHROMALOX CATALOG NO. LUH-02-71 WITH FIELD INSTALLABLE THERMOSTAT AND WUH-01 WALL MOUNTING BRACKET. RATED AT 2.6 KW, 277 VOLTS, SINGLE PHASE. MOUNT AT 8'-0" ABOVE FINISHED FLOOR. E557 CD CD NO - . .`) . . CD CD 0 YDE551 { UNIT HEATER, COMPLETE WITH INTEGRAL THERMOSTAT AND WALL MOUNTING BRACKET. CHROMALOX CATALOG NO. LUH-02-71 WITH FIELD INSTALLABLE THERMOSTAT AND WUH-01 WALL MOUNTING BRACKET. RATED AT 2.6 KW, 277 VOLTS, SINGLE PHASE. MOUNT AT 8'-0" ABOVE FINISHED FLOOR. E557 CD CD CD 0 0 0 CD 0' CD CD 0 0 r 1---I F—H F— -H L_J L- H H H H H J H- I H -H F RF POWER FILTER % 2X20AMPS, 277/480V � ✓ LMI #LPX-UL-2X20A •r BATTERY CHARGER PCIM L_J H L 1M3-5/ 8,10,12 45KVA TRANSFORMER TO FEED PANEL 1663 1 ABOVE CEILING SPACE -T- i -I 1 1 1 I. T T T —I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PANEL 1AA3-8 45 kVA PANEL 1 M3-7 15KVA 1M3-5 17,19,21 1M3-1/ 14,16,18 1M3 —5/ 11,13,15 ). L 1M3-1 ANEL 1AA3-4 ANEL 1AA3-5 1 AA3-1 37 39 41 1-1/2"C, 3#4, #8 GND SYM REVISION BY APPROVED DATE A CHANGED ROOMS 115 & 160 J# 0 N O co Lo B ADDED FILTER FOR UH C RECORD DRAWING JEH JEH JEH MJB 9/7/90 D INSTALL 25TON A/C UNIT D1321929 E RELOCATE NCO LAB 120110-00 BENNETT PRS 1/4/91 8/30/91 9/28/92 SYM F G PARTIAL 1ST FLOO 48CY/277V 1331/VH PLA\ SCALE: 1/8" = 1'-0" REVISION BY APPROVED DATE INSTALL 30 TON LIEBERT CHILLER W263365 DEVELOMENT LAB - RECORD SET 9-12061 H NCO SIF RELOCATION — RECORD SET W1844093 J UT17 AND H3 SERVER MIGRATION W5723449 VAVREK WH WH CASNE VAVREK MAS MAS WS 10.25.10 02.14.14 05.09.14 05.15.18 VAVREK 9/8/03 Q� BOE/NI D'— H H E556 BBo5 BB A. 5 16 NM _— SCALE: 1/8" = 1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. MORAN DATE CHECKED J. KOKOZCKA ENGINEER J. HAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW LEGE\D @ 480 VOLT DROP -3 -WIRE, 4 -POLE CROUSE HINDS TYPE APR, XX APMERES. Am 480 VOLT RECEPT., 3 -WIRE, 4 -POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. E .J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC r MOTOR STARTER, MAGN'CDISCONNECT SWITCH 62 MOTOR STARTER, MANUAL "No DISCONNECT SWITCH, NON-FUSED, XX AMPERES ® MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER ®® I ®I I I T 1E114 1E112 / 4 1E111 1E110 9TTo53 KEY PLAN m a a $M EiP ,tea P.C. MANUAL MOTOR STARTING SWITCH ALLEN -BRADLEY #600-TAX4 DISCONNECT SWITCH AND JUNCTION BOX FOR POWER CART CONNECTIONS. POWER CART FURNISHED AND INSTALLED BY OWNER. LEAVE A MINIMUM OF 5 FEET OF WIRE IN J -BOX FOR CONNECTION OF POWER CART. POWER CART SIZE AS INDICATED. DISCONNECT SWITCH, 3 POLE, NON-FUSED, SIZED TO MATCH POWER CART AS FOLLOWS: 50 kVA 100 AMP 100 kVA 200 AMP GE\E�AL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600. VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 175 5 KVA 30 KVA 45 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. EFHE\CE DAWI\GS 9-53-1E9D 9-53-E557 9-53-E556 9-53-YDE551 9-53-YDE5XX GROUNDING FIRST FLOOR NORTH DEVELOPMENT LAB ENLARGED 480V POWER PLAN UT17 ENLARGED 480Y/277V POWER PLAN 9-53 STANDBY GENERATOR ENLARGED PLAN ENLARGED PLAN CO\STUCTIO\ \OTES PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE FROM PANEL 1AA3-1 TO 45 KVA TRANSFORMER TO FEED PANEL 1AA3-7. ISSUED FOR PERMIT MAY 15, 2018 e)-• 0131 RECEIVED CITY OF TUKWILA • MAY 2 2 2018 PERMIT CENTER SUBTITLE PSePqrZ TITLE PARTIAL 1ST FLOOR 480Y/277V POWER ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. A-CC/1-6 CASNE ENGINEENG, NC ELECTRICAL AND TECHNOLOGY CONSULTANTS . 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION SYMBOL W5723449 1E113 J DATE 05.15.18 JOB NO. 120110-00 COMP . NO. DWG NO. 9-53-1E113 I:\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053-1 E213.dwg 0 J c.0 00 to SYM REVISION 0 0 0 >C QCDT SWITCH 0 0 0 ID ® . 1000KVA .0 .. r -i • • • 0 CD PANEL 1M3-3 PANEL 1AA3-1 PANEL 1M3-2 • • GENSET .�k . - .. . . . L-A . - cf QCDT SWITCH 0 0 0 ID 0 0 0 OD 0 CD 0 0 CD 0 (1 S-SBCC5-1 L J � 3 4� TO CMCS PANEL ATS-SB-CC4-2 ATS-SB-CC6-2 E L_J L_J L_J f TO CMCS L PANEL Mtn gIIiloFI amm NM mom MIEJ PCIR r- 1- 7 1 I 1 1 L_L_LJ J r T T T- _T_ _I 1 I 1 I I I 1 1 I CTT -Th J -1 GENERATOR REMOTE ANNUNCIATOR 111.1.1......111M4 3/4"C A TO CMCS PANEL CMCS [ 1 1 I I I I I I �TTT-Th TTJ 1 1 1 1 1 1 1 1 I-TTTTTT-1 1 1 1 1 1 1 1 1 PANEL 1 AA3-8 45 kVA PANEL 1 AA3-7 15 kVA BY APPROVED DATE SYM CVS PLA\ SCALE: 1/8" = 1'-0" REVISION FI BY ST FLOG APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 2 PANEL X1M3-1 PANEL 1AA3-4 PANEL 1 AA3-5 PANEL 1M3-6 \OHTH H H BB AA. 5 LEGE\D 3E\ESAL \OTES 1.) ALL CONDUIT TO BE 1/2 EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT (LEFT BUS IN PANEL) BLACK BROWN (CENTER BUS IN PANEL) RED ORANGE (RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 112.5 KVA 30 KVA 75 KVA 20 KVA 30 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. 16 SCALE: 1/8" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE -0„ DRAWN B. ARZADON CHECKED DATE 03.20.18 ENGINEER T.A. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 03.20.18 03.20.18 ISSUED FOR PERMIT MAY 15, 2018 3 EFRE\CE DAW\GS 9-53-1E514 DEVELOPMENT LAB ENLARGED 480V POWER PLAN CO\STUCTIO\ \OTES PROVIDE NEW SIEMENS CMCS PANEL. PROVIDE CONNECTIONS FROM THE ALARM CONTACTS IN THREE AUTOMATIC TRANSFER SWITCHES TO THE NEW CMCS PANEL, TO MONITOR THE FOLLOWING: - SWITCH POSITION: SOURCE 1, SOURCE 2 SOURCES AVAILABLE: SOURCE1, SOURCE 2 ALARM PROVIDE CONNECTION FROM QCDT SWITCH AUXILIARY CONTACTS TO CMCS PANEL TO NOTIFY IF QCDT IS NOT IN NORMAL (NEUTRAL) POSITION. PROVIDE CONNECTIONS FROM GENERATOR REMOTE ANNUNCIATOR TO CMCS. PANEL TO MONITOR RUN STATUS AND TROUBLE STATUS OF THE GENERATOR. TTTTTTTT / RECEIVED CITY OF TUKWILA MAY 2 2 2018 9T T 53 KEY PLAN PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 SUBTITLE TITLE PARTIAL 1ST FLOOR CMCS PLAN4P,PFj�ANcTF re RQ 440 ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. A-CC/1-6 CURRENT REVISION W5723449 SYMBOL 1E213 DATE 05.15.18 JOB NO. W5723449 COMP NO. DWG NO. 9-53-1E213 u PANEL 1M3-3 PANEL 1AA3-1 PANEL 1M3-2 N 1 BY APPROVED DATE SYM CVS PLA\ SCALE: 1/8" = 1'-0" REVISION FI BY ST FLOG APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 2 PANEL X1M3-1 PANEL 1AA3-4 PANEL 1 AA3-5 PANEL 1M3-6 \OHTH H H BB AA. 5 LEGE\D 3E\ESAL \OTES 1.) ALL CONDUIT TO BE 1/2 EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT (LEFT BUS IN PANEL) BLACK BROWN (CENTER BUS IN PANEL) RED ORANGE (RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 112.5 KVA 30 KVA 75 KVA 20 KVA 30 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. 16 SCALE: 1/8" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE -0„ DRAWN B. ARZADON CHECKED DATE 03.20.18 ENGINEER T.A. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 03.20.18 03.20.18 ISSUED FOR PERMIT MAY 15, 2018 3 EFRE\CE DAW\GS 9-53-1E514 DEVELOPMENT LAB ENLARGED 480V POWER PLAN CO\STUCTIO\ \OTES PROVIDE NEW SIEMENS CMCS PANEL. PROVIDE CONNECTIONS FROM THE ALARM CONTACTS IN THREE AUTOMATIC TRANSFER SWITCHES TO THE NEW CMCS PANEL, TO MONITOR THE FOLLOWING: - SWITCH POSITION: SOURCE 1, SOURCE 2 SOURCES AVAILABLE: SOURCE1, SOURCE 2 ALARM PROVIDE CONNECTION FROM QCDT SWITCH AUXILIARY CONTACTS TO CMCS PANEL TO NOTIFY IF QCDT IS NOT IN NORMAL (NEUTRAL) POSITION. PROVIDE CONNECTIONS FROM GENERATOR REMOTE ANNUNCIATOR TO CMCS. PANEL TO MONITOR RUN STATUS AND TROUBLE STATUS OF THE GENERATOR. TTTTTTTT / RECEIVED CITY OF TUKWILA MAY 2 2 2018 9T T 53 KEY PLAN PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 SUBTITLE TITLE PARTIAL 1ST FLOOR CMCS PLAN4P,PFj�ANcTF re RQ 440 ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. A-CC/1-6 CURRENT REVISION W5723449 SYMBOL 1E213 DATE 05.15.18 JOB NO. W5723449 COMP NO. DWG NO. 9-53-1E213 Migration Phase II\_Drawings\09-053-2E213.dwg 81-040SH Boe 9-53 Serve J ( 06 ao co K4 OFFICE 2156 SF K3B OFFICE 432 SF LAB K3B LAB K3A K3A OFFIfF K2A OFFICE 731 SF 198 SF K2B OFFICE 738 SF K3 OFFICE 1320 SF LAB K3 K2 OFFICE 1080 SF UPS-2CC3 30 OKVA Batt. Batt. Batt. Batt. MBP-2CC3� PANEL 2AA4-2 PANEL 2AA4-I ACCESS DOOR SECO\D FLGO; CVCS PLA\ SCALE: 1/8' = 1'-0" J DOWN TO CMCS PANEL AT COL BB/3 DUWN AA b\S- ois? ASBESTOS NOTIFICATION: A good faith survey of the balding has been conducted and no asbestos containing material was discovered within this balding. SCALE: 1/8"=1' - III /8"=1' - III 0 2' 4' 16' 32' LEGEND: GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 112.5 KVA 45 KVA 75 KVA 30 KVA 45 KVA 20 KVA 30 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. REFERENCE DRAWINGS; 2E113 480Y/277V POWER PLAN CONSTRUCTION NOTES PROVIDE CONNECTION TO NEW CMCS PANEL ON FIRST FLOOR, TO MONITOR THE FOLLOWING: - UPS ON BATTERY - UPS ON INVERTER - UPS ON BYPASS - UPS ALARM 3 OK) ® Q7 © 5 44 I I CITY OF MAY 2 2 2018 PERMIT CSR ISSUED FOR PERMIT MAY 15,2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON CHECKED ENGINEER A. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED DATE 03.20.18 03.20.18 03.20.18 SUBTITLE TITLE SeNFI SECOND FLOOR CMCS PLANRM17-A APPS. ND ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION E'QUfRD BUILDING 9-53 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB Na 181-040 CURRENT REVISION SYMBOL DATE W5723449 COL. A-CC/1-6 DEV. CENTER, WA 2E213 JOB NO. W5723449 COMP NO. DWG NO. 9-53-2E2:1.3 1111 Ell_ I:\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053-1 E410.dwg 5/14/18 10:36:11 RRB E413 FOR CONTINUATION A9 CBD B/I B.5 11 B1 CO CN II ( N2 C.8 Ih- 1 " X 18" FLOOR TRENCH J O 0 O 0 O 0 O 0 O 0 0 �%5� DATA C_OSET 11G�3� REVISION BY APPROVED DATE SYM Jr= PARTIAL 1ST FLOC SCALE: 1/8 = 1'-0' REVISION BY \ETWO APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 3LA\ E74G' rY- 1-4 14E3 LFA e LEGE\J G -\PAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT LEFT BUS IN PANEL) BLACK BROWN CENTER BUS IN PANEL) RED ORANGE RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 2 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 45 KVA 112.575 KVA 30 20 KVA 30 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. bB :fl 16 SCALE: 1/8" = 1'- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN B. ARZADON ,, DATE 03.20.18 CHECKED ENGINEER DATE T.A. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 03.20.18 03.20.18 SUBTITLE TITLE EFEHNCE NAWI\GS 9-53-1E413 PARTIAL FIRST FLOOR NETWORK PLAN CO\STUCTIO\ \OTES ISSUED FOR PERMIT MAY 15, 2018 PARTIAL 1ST FLOOR NETWORK PL UT17 AND H3 SERVER MIGRATION BUILDING 9-53 ELECTRICAL MASTER COL. A-CC/1-6 UTILIZE EXISTING 18" WIDE FLOOR TRENCH TO PROVIDE DATA CONNECTION BETWEEN DATA CLOSET 11C3 AND THE 12BB4 SERVER ROOM. c 0_ Tr7710® RECEIVE[ CITY OF TUKWI MAY 22 2018 PERMIT CENTER 9 To53 KEY PLAN (-2) SCALE NOT EPAb CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 CURRENT REVISION W5723449 w 0 WWW.CASNE.COM JOB NO. 181-040 DATE 05.15.18 SYMBOL 1E410 JOB NO. W5723449 COMP DWG NO. 9-53-1 E410 Migration Phase II\_Drawings\09-053- 81-040 SH Boe 9-53 Sery U a) 2 W SYM REVISION (6) YD -E551 0 E550 E548 CC F -H HH I --H 1 11 "C, MOB-JS- -� --I r 1 L_1 Prtl CABLE L_1 H3 SERVER ROOM UP THROUGH DROP C TO NETWORK CABINET UP THROUGH DROP CEILING, TO NETWORK CABINET I---TTTT-I I I I I 1 1 1 I GENSET REMOTE ANNUNCIATOR PANEL BY APPROVED DATE SYM SEE DRAWING 1E410 FOR CONTINUATION PARTIAL 1ST FLOO \ETWO SCALE: 1/8" 1'-0" REVISION BY APPROVED DATE 0 u7 00 UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 < PLA\ Q�BOE/ G' rY- 1 1 H H 1A .5 b8�asi 16 SCALE: 1/8" = 1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON DATE 03.20.18 CHECKED J. KOKOZCKA SUBTITLE LEGE\D 0 BADGE READER G -\HAL \OYES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 175 5 KVA 30 KVA 45 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. ISSUED FOR PERMIT MAY 15, 2018 PARTIAL 1ST FLOOR NETWORK ENGINEER TA. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 03.20.18 03.20.18 TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-53 ELECTRICAL MASTER COL. A-CC/1-6 EFEE \CE D�AWI\GS 9-53-E548 9-53-E549 9-53-E550 9-53-1E410 9-53-E551 ENLARGED PLAN, SERVER ROOM UT17 ENLARGED PLAN, SERVER ROOM H3 ENLARGED PLAN, SERVER ROOM 12BB4 PARTIAL FIRST FLOOR NETWORK PLAN STANDBY GENERATOR ENLARGED PLAN CO\STRUCTIO\ \OTES SEE THE ENLARGED SERVER ROOM PLANS FOR CONSTRUCTION NOTES IN THESE ROOMS. PROVIDE AND INSTALL SECURITY CONDUITS, BOXES, FITTINGS, SUPPORTS AND ALL AUXILIARY HARDWARE FROM BADGE READER TO NETWORK CABINET. PROVIDE PULL STRINGS FOR CONDUCTOR INSTALLATION BY OTHERS. BADGE READERS PROVIDED BY OTHERS. PROVIDE TWO 1-5/8 SQUARE STRUTS ON EACH SIDE OF THE EXISTING FLOOR TRENCH, WHICH WILL BE USED BY OTHERS TO CARRY COPPER AND FIBER CABLES BETWEEN THE 12BB4 SERVER ROOM AND THE UT17 SERVER ROOM. UTILIZE EXISTING 18" WIDE FLOOR TRENCH TO PROVIDE DATA CONNECTION BETWEEN THE 12BB4 SERVER ROOM AND THE DATA CLOSET 11C3. INSTALL GENERATOR REMOTE ANNUNCIATOR PANEL ON WALL AT 54" AFF. PROVIDE AND INSTALL CONDUIT AND CABLE FROM GENERATOR CONTROL PANEL TO REMOTE ANNUNCIATOR PANEL. „ CO ®OQQQ®f O 1E414 1 E412 1E411 1E410 RECEIVED CITY OF TUKWILA 9-53 KEY PLAN MAY 2 2 2018 NOT TO SCALE O PERMIT CENTER m 0 PLANsF�'�RATe App an- '1ND REQUIRE L D CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB Na 181-040 CURRENT REVISION W5723449 SYMBOL 1E41 3 W5723449 DATE 05.15.18 COMP NO. DWG NO. 9-53-1E413 4J, . . . r..1 . - . E550 E548 CC F -H HH I --H 1 11 "C, MOB-JS- -� --I r 1 L_1 Prtl CABLE L_1 H3 SERVER ROOM UP THROUGH DROP C TO NETWORK CABINET UP THROUGH DROP CEILING, TO NETWORK CABINET I---TTTT-I I I I I 1 1 1 I GENSET REMOTE ANNUNCIATOR PANEL BY APPROVED DATE SYM SEE DRAWING 1E410 FOR CONTINUATION PARTIAL 1ST FLOO \ETWO SCALE: 1/8" 1'-0" REVISION BY APPROVED DATE 0 u7 00 UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 < PLA\ Q�BOE/ G' rY- 1 1 H H 1A .5 b8�asi 16 SCALE: 1/8" = 1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON DATE 03.20.18 CHECKED J. KOKOZCKA SUBTITLE LEGE\D 0 BADGE READER G -\HAL \OYES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 175 5 KVA 30 KVA 45 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. ISSUED FOR PERMIT MAY 15, 2018 PARTIAL 1ST FLOOR NETWORK ENGINEER TA. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 03.20.18 03.20.18 TITLE UT17 AND H3 SERVER MIGRATION BUILDING 9-53 ELECTRICAL MASTER COL. A-CC/1-6 EFEE \CE D�AWI\GS 9-53-E548 9-53-E549 9-53-E550 9-53-1E410 9-53-E551 ENLARGED PLAN, SERVER ROOM UT17 ENLARGED PLAN, SERVER ROOM H3 ENLARGED PLAN, SERVER ROOM 12BB4 PARTIAL FIRST FLOOR NETWORK PLAN STANDBY GENERATOR ENLARGED PLAN CO\STRUCTIO\ \OTES SEE THE ENLARGED SERVER ROOM PLANS FOR CONSTRUCTION NOTES IN THESE ROOMS. PROVIDE AND INSTALL SECURITY CONDUITS, BOXES, FITTINGS, SUPPORTS AND ALL AUXILIARY HARDWARE FROM BADGE READER TO NETWORK CABINET. PROVIDE PULL STRINGS FOR CONDUCTOR INSTALLATION BY OTHERS. BADGE READERS PROVIDED BY OTHERS. PROVIDE TWO 1-5/8 SQUARE STRUTS ON EACH SIDE OF THE EXISTING FLOOR TRENCH, WHICH WILL BE USED BY OTHERS TO CARRY COPPER AND FIBER CABLES BETWEEN THE 12BB4 SERVER ROOM AND THE UT17 SERVER ROOM. UTILIZE EXISTING 18" WIDE FLOOR TRENCH TO PROVIDE DATA CONNECTION BETWEEN THE 12BB4 SERVER ROOM AND THE DATA CLOSET 11C3. INSTALL GENERATOR REMOTE ANNUNCIATOR PANEL ON WALL AT 54" AFF. PROVIDE AND INSTALL CONDUIT AND CABLE FROM GENERATOR CONTROL PANEL TO REMOTE ANNUNCIATOR PANEL. „ CO ®OQQQ®f O 1E414 1 E412 1E411 1E410 RECEIVED CITY OF TUKWILA 9-53 KEY PLAN MAY 2 2 2018 NOT TO SCALE O PERMIT CENTER m 0 PLANsF�'�RATe App an- '1ND REQUIRE L D CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB Na 181-040 CURRENT REVISION W5723449 SYMBOL 1E41 3 W5723449 DATE 05.15.18 COMP NO. DWG NO. 9-53-1E413 8\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053—E500.dwg I:\ES\Projects\ <r - N co oo t INSTALL 1/4-20 FH X 3" MACHINE SCREW (TYPICAL) RAISED FLOOR STRINGERS TRUE FLOOR PEDESTAL 1/4" EXTERNAL TOOTH LOCKWASHER (STAR WASHER, TYPICAL) LOCKNUT (TYPICAL) BWMIIIME COMPRESSION LUG 1/4" SPLIT LOCKWASHER AND NUT #1/0 BARE COPPER CABLE FROM BUILDING GROUND GRID TECH\ICAL GOU\D GSI SCALE: NONE THERMOWELD CONNECTION TO STRUCTURAL STEEL t> • A TRUE FLOOR • a a . . h D DETAIL E500 RAISED FLOOR CADWELD GROUND BAR ASSEMBLY #B542A004 WITH 1/4" X 2" X 18" GROUND BAR, INSULATORS AND MOUNTING CLIPS D D • EXPANSION ANCHOR (TYPICAL) o D U\DERFL00R GROU\D 3AB DETAIL SCALE: NONE E500 SYM REVISION BY APPROVED DATE SYM REVISION R.F.SHIELDING 16GA. INSULATION FOUNDATION WALL TOP OF PILE CAP BY Z BUILDING COLUMN (TYPICAL) ti THERMIT WELD 8" EL.100'-0" FLOOR SLAB AND CUSHION R:F.SHIELDING. 14GA:: 1E1 i• e7 TOPPING SLAB #4/0 BARE STRANDED COPPER GROUNDING CONDUCTOR AUGER CAST PILING TENSION ROD STRUCTURAL SLAB .� "NON -SHRINK GROUT TIE BEAM BEYOND e PILING 1 1 1 PILING THERMIT WELD I III III IIII-II 1 II 111 111T-111 III III III III III III IIIT- III - ► ► I I I I=111 .10111 ' 1--1,1 7-1 I II-, ;1 3UILD1\ SCALE: NONE 2" 1" 0 p STEEL COLUv\ G IO (16 PLACES) .44 DIA. (34 PLACES) (lc —Till I11�11 =1 11= 1- --Y �I� \D I \Cr -DM E9 E500 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� O 0 0 00 0 0 0 0 L.25 DIA. (34 PLACES) 20" 0 0 0 0 0 0 0�▪ + .38 DIA. (4 PLACES) - 0 APPROVED DATE A CHANGED PEDESTAL GROUNDING JEH 10.05.90 B RECORD DRAWING JEH 08.30.91 C RELOCATE DOGHOUSE TO BUILDING 9-53 33447-05 CASNE 04.10.18 D UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 SERVE00 v GR \D 3AR E SCALE: NONE Q� OE/NG° 6' - 1 9D E510 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE r DRAWN J. HAMLIN DATE GE\HAL \OTES 1. PROVIDE GROUNDING MATERIALS AS SPECIFIED IN SECTION 16450, SECONDARY GROUNDING. 2. PROVIDE #4/0 BARE COPPER STRANDED WIRE FOR ALL GROUNDING CONDUCTORS, UNLESS OTHERWISE NOTED. 3. PROVIDE GROUNDING CONDUCTOR PIGTAILS WITH A MINIMUM LENGTH OF 10'-0", UNLESS OTHERWISE NOTED. PROVIDE THERMOWELD CABLE TO GROUND ROD, CABLE TO CABLE, CABLE TO STRUCTURAL STEEL AND CABLE TO GROUND BAR, UNLESS OTHERWISE NOTED. USE ONLY NEW MOLDS FOR THERMOWELDS, AND CHANGE MOLDS AFTER 50 CONNECTIONS HAVE BEEN MADE. 5. PROVIDE #1/0 INSULATED THW STRANDED COPPER WIRE FOR CONNECTIONS TO RAISED FLOOR STRINGERS AS SHOWN IN DETAIL A. CONNECT THIS TECHNICAL GROUND GRID TO GROUND BAR UNDER RAISED FLOOR AS SHOWN IN DETAIL C. 6. PROVIDE GROUNDING CONNECTIONS FOR RAISED FLOOR PEDESTALS AS INDICATED. CONNECT TO GROUND BAR UNDER RAISED FLOOR. INSTALL A 1/4" X 2" X 18", INSULATED GROUND BAR UNDER RAISED FLOOR FOR CONNECTION OF GROUNDING ELECTRODE CONDUCTOR, TECHNICAL GRID, POWER CARTS AND PEDESTAL LOOP. LOCATE GROUND BAR AS INDICATED ON DRAWINGS. 8. THERMOWELD GROUNDING ELECTRODE CONDUCTOR TO BUILDING STRUCTURAL STEEL 3" ABOVE RECESSED FLOOR AT LOCATIONS INDICATED. LEAVE PIGTAIL FOR CADWELD CONNECTION TO GROUND BAR. 9. PROVIDE SUITABLE MECHANICAL PROTECTION FOR EXPOSED GROUNDING CONDUCTORS AND PIGTAILS TO PREVENT DAMAGE DURING CONSTRUCTION. 10. MEASURE GROUNDING SYSTEM RESISTANCES AS INDICATED IN SPECIFICATION SECTION 16450, SECONDARY GROUNDING. 1 /4"X4"X20" COPPER GROUND BAR CHECKED J. KOKOCZKA ENGINEER J. HAMLIN CHECKED D. CLAYTON APPROVED M. BENSTON APPROVED L. LAW b 1 6 mr6 0 s ? ISSUED FOR PERMIT MAY 15, 2018 SUBTITLE TITLE 05.17.90 ELECTRICAL MASTER ELECTRICAL DETAILS GROUNDING UT17 AND H3 SERVER MIGRATION BUILDING 9-53 S RECEIVED CITY OF TUKWILA MAY 22 2018 PERMIT CENTER CASNE ENGINRING, NC ELECTRICAL AND TECHNOLOGYEECONSULTANTS . 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-040 j7.&" CURRENT REVISION SYMBOL A!—P� M/�. NN p W5723449 Eaup�AL RED E500 DATE 05.15.18 JOB NO. COMP NO. DEV. CENTER. WA DWG NO. 9-53-E500 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING LAMPS VOLTAGE BALLAST INPUT WATTS MANUFACTURERS CATALOG SERIES NUMBER REMARKS SYMBOLS 2' x 4' 27 CELL SPECULAR LOUVER SIMILIAR TO DETAIL 1 THIS SHEET 3 F4OLW/RS /WMII 277 V 94 LITHONIA 2PMOGB34027S277LST A 3,4 2' x 4' 27 CELL SPECULAR LOUVER SIMILIAR TO DETAIL 1 THIS SHEET 3 F40T12/CW 120 V 153 LITHONIA 2PMOGB34027S120LST DIMMING BALLASTS PER SPEC. SECTION 16510 DIMMING SYSTEM - SEE SHEET E510 Al -45) 0 2' x 4' 27 CELL SPECULAR LOUVER SIMILIAR TO DETAIL 1 THIS SHEET 3 F32T8/CW 277V .35A LITHONIA 2PMOGB33227S277LST W/ ELECTRONIC DIMMING BALLAST LUTRON #FDB-4827-277-3 A2 -32 0 2' x 4' 27 CELL LOUVER SIMILIAR TO DETAIL 1 THIS SHEET 3 F32T8/CW 277V 85W(.31A) LITHONIA 2PMOGB33227S277LST IN/ ELECTRONIC BALLAST ADVANCE #VCN3P32SC35I A3 /SPECULAR -3z 2' x 4' GRID TROFFER RECESSED 3 F4OLW/RS /WMII 277 V 94 LITHONIA 2GT240A122770ES � 4 7" ROUND LENS - DOWNLIGHT CEILING 1 A50/A21 120 V N/A LG7RWFFL n © 150 4' INDUSTRIAL STRIP LIGHT PENDANT F48T12/ LW/RS/CW 277 V 150 LITHONIA L248 D / \ 2-60 =i= 1' x 4' SURFACE FLUORESCENT WRAPAROUND WALL SURFACE 2-34 WATT F40T12WW 277 V 77 LITHONIA WS240 © 2-3,4 26 8' SLIMLINE PENDANT 2 277 V 255 LITHONIA AF296277ES I---()F96T12/CW ) 8' SLIMLINE PENDANT 2 F96T12/CW 120 V 292 LITHONIA 8TAF240120TILW DIMMING BALLASTS PER SPEC. SECTION 16510 DIMMING SYSTEM - SEE SHEET E510 ® I----(2-9,6 10" ROUND PL LAMP DOWNLIGHT CEILING RECESSED PL -18 120 V 25 AL ,1 8, 2'X 4' SURFACE CEILING 2 277V 71 DAY-BRITE/BENJAMIN © FLUORESCENT F4OLW/RS /WM 11 SD242-P24 arm. 2-34 «•M 8' VAPORTIGHT SURFACE MTD. LED PENDANT 10,200 LUMENS 3000° K 120 V 89 DAY-BRITE V2WLE51 L830-8-UNV UNDER DOGHOUSE ON ROOF 0 089 SAME AS TYPE J, EXCEPT WITH INTEGRAL EMERGENCY DRIVER PENDANT 10,200 LUMENS 3000° K 120 V 89 DAY-BRITE V2WLE51 L830-8-UNV-EMLED UNDER DOGHOUSE ON ROOF An ,89, ° OUTDOOR RECESSED WALL MTD. LED, GRAY FINISH RECESSED IN WALL 1,150 LUMENS 4000° K 120 V 11.5 ZANEEN L9R071.06 ABOVE DOGHOUSE ENTRY DOOR AND LOW ON WALL ABOVE GRATING ® 11.5 2'X4' CEILING 7,879 120 V 63 DAY -BRITS DOGHOUSE INTERIOR Al 1. SURFACE LED LUMENS 3000° K 2SML74L830-4-RA19F-120-DIM 63 -O SAME AS TYPE L EXCEPT WITH INTEGRAL EMERGENCY DRIVER CEILING 7,879 LUMENS 3000° K 120 V 63 DAY-BRITE 2SML74L830-4-RA19F-120-DIM -EM-LED DOGHOUSE INTERIOR L1 63, LINEAR LED STRIP LIGHT, FLEXIBLE PLASTIC HOUSING, REMOTE 24VDC DRIVER ON GUARD RAILS 104 LUMENS PER FOOT 4,000° K 24 VDC 1.25/FT ORGANIC LIGHTING SYSTEMS #011743 DOGHOUSE ROOF AND EXIT STAIRS ,C), ,n, © 1.2 1 I LED FLOODLIGHT STEEL TRUNION 30,000 LUMENS 4,000° K 120/277V 320 CAROLINA HIGH MAST USLEDO1 DBQ14070W1 ON 9-47 TOWER, AIMED AT 9-53 ROOF I-0 ® 320 �\ LED EMERGENCY EXIT LIGHT WALL (2)1.5W WHITE 120V 3 LITHONIA ELM2 DOGHOUSE TEMPEST ROOMS 4 [FT\ 55, LED STRIP LIGHT PENDANT 7699 LUMENS LED 4000K MVOLT 55 METALUX 4SNLED-LD5-76HL-LC-UNV- L840 -CD 1- H3 AND UT17 SERVER ROOMS, , , LED WALL PACK WALL 7236 LUMENS LED 4000K UNIV 58 RAB WPLED52NHO GENERATOR AREA ® 52, LED FLOOD LIGHT POLE 4061 LUMENS LED 4000K UNIV 29 RAB FFLED26SFN4 GENERATOR AREA D 26 2'X4' TROFFER WITH LED RETROFIT KIT RECESSED 4200 LUMENS LED 4000K UNIV 46 SAMJIN FRK6EA-04540 AL 0 46 FIXTURE SUPPORT WIRE (TYP) 1/2" FLEXIBLE STEEL CONDUIT TO J -BOX (6' MAX. LENGTH) \ FIXTURE TYPICAL RECESSED FIXTURE INSTALLATION DETAIL 1 SCALE: NONE TY -WRAP AT 12" 0.C. #10 ANNEALED G.I. WIRE SECURED TO CEILING STRUCTURE, PROVIDE (3) WIRE SUPPORT EACH END OF UNISTRUT CHANNEL - TYP ALL PENDENT MOUNTED FIXTURES UNISTRUT CHANNEL #P-1000 &/OR #P -1000-6K0 REFLECTOR CAPTIVE NUT BALLAST 1E14 [908 1E13 2E14 2E13 1/4" MACHINE SCREW AND CONCRETE ANCHOR (TYP 4) CONNECTOR 4"SQ BOX WITH BLANK COVER CEILING /SUPPORT GRID CEILING TILE CONDUIT RACEWAY UNISTRUT CONDUIT CONN. FITTING #P2435 UNISTRUT #P-3184 CLOSURE STRIP FROM LIGHTING PANELBOARD 1A 277V 3A FEIH 120V OFF HAND Lo, AUTO 1 • 1 H 0 _L PHOTO SWITCH -o 3/8" DIA. ALL -THREAD GALVANIZED ROD UNISTRUT #P-2753 END K.O.'S RIGID CHANNEL tIZIMU%ZMOMMOINZU 5 3/4" 13 3/8" OVERALL WIDTH SPRING HOLDER 2 EACH REQUIRED PER FIXTURE UNISTRUT #P -1280-W END CAP UNISTRUT #P4072 ADAPTER FITTING WITH P1008 SPRING NUT AND MACHINE SCREW \DUSTIAL FLUOESCE\T FIXTURE DETAIL NOT TO SCALE TY -WRAP AT 12" 0.C. #10 ANNEALED G.I. WIRE SECURED TO CEILING STRUCTURE, PROVIDE (3) WIRE SUPPORT EACH END OF UNISTRUT CHANNEL - TYP ALL PENDENT MOUNTED FIXTURES UNISTRUT CHANNEL #P-1000 &/OR #P -1000-6K0 1/4" MACHINE SCREW AND CONCRETE ANCHOR (TYP 4) CONNECTOR 4"SQ BOX WITH BLANK COVER CONDUIT RACEWAY 1E14 E508 1E13� 2E14 2E13 • LIGHTING CONTACTOR ASSEMBLY 6 POLE, 20 AMP, 480 VAC CONTACTOR; NEMA 12 ENCLOSURE; FUSED CONTROL CIRCUIT WITH 277/120V TRANSFORMER; HAND -OFF -AUTO SELECTOR SWITCH. SQUARE D CLASS 8903, TYPE LA -60 WITH FORM FF1T FUSED v' TRANSFORMER, FORM C HAND -OFF -AUTO SELECTOR SWITCH, FORM N SOLID NEUTRAL TERMINAL BLOCK AND FORM N1 ENCLOSURE GROUND LUG OR APPROVED. ® PHOTO SWITCH 1800 VA MIN. AT 277 VAC. TORK MODEL NO. 2102 OR APPROVED o— Ao Bo 20A - 6 POLE LOCATIONS: 1st FLOOR, COLUMN F12 - REFER TO SHEET 1E11 ROOF, COLUMN D9 - REFER TO SHEET RE10 EXTHM LIGHTI\G CO\TOL CA3I\ET G DIAG�AV HFRE\cE IRAWI\CS: 9-53-1E13 9-53-TWRE450 9-53-TWRE451 9-53-TWRE452 CO\STRUCTIO\ LIGHTING PLAN ENLARGED 9-53 ROOF LIGHTING PLAN ENLARGED DOGHOUSE LIGHTING PLAN ENLARGED DOGHOUSE ROOF LIGHTING PLAN \OTES: UNISTRUT CONDUIT CONN. FITTING #P2435 O 3/8" DIA. ALL -THREAD UNISTRUT #P-3184 GALVANIZED ROD CLOSURE STRIP UNISTRUT #P-2753 UNISTRUT #P4072 ADAPTER FITTING WITH P1008 SPRING NUT AND MACHINE SCREW ,a o UNISTRUT #P -1280-W END CAP LIGHTI\G FIXTURE SC-EDULE —TYPICAL (EMERGENCY FIXTURE TYPES TO MATCH WHERE USED) LED STIPLIGHT ETAIL NOT TO SCALE 1E13 1 14 REVISION APPROVED REVISION APPROVED A ADDED FIXTURE H B RECORD DRAWING 12/7/90 8/30/91 C RELOCATE NCO LAB (MODIFY FIXTURES) (0 N E 120110-00 RELOCATE DOGHOUSE TO BUILDING 9-53 UT17 AND H3 SERVER MIGRATION 33447-05 VAVREK W5723449 CASNE 9/8/03 03.09.18 Q,�BOE/NG d -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN B. ARZADON CHECKED D. TOWNSEND ENGINEER T.A. YOUNKER CHECKED D. TOWNSEND APPROVED DATE 10.20.17 10.20.17 10.20.17 SUBTITLE PEP RATE ALIT D LIGHTING FIXTURE SCHEDULE & �' �, a� • /Ago UT17 AND H3 SERVER. MIGRATION TITLE 10.20.17 CASNE. WS 05.15.18 APPROVED BUILDING 9-53 ELECTRICAL MASTER COL. RECEIVED CITY OF TUKWILA MAY 22 2018 PERMIT CENTER CCASNE ENGINEERING INC EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98 (425) 522-1000 WWW.CASNE.COM enu JOB NO. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th SUITE 205 KIRKLAND, WA 98033 WWW.CASNE.COM NO. 181-040 0 J c) _J 0 CURRENT REVISION W5723449 SYMBOL E DATE 05.15.18 JOB NO. COMP NO. DEV. CENTER, WA DWG NO. 9-53-E508 0 X >< X X >< X >< X X >< X >< 0 rr-) X< X >< X >< X X >< 0 0 0 0 0 0 0 0 0 0 0 0 >< X >< X X >< X >< 0 rr-) X< X >< X >< X X >< >< >< >< >< >< 0 LEGE\D GB GROUND BAR, 1/4" X 4" X 20" COPPER CONDUCTOR BONDED TO COLUMN OR CABINET CE\RAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT (LEFT BUS IN PANEL) BLACK BROWN (CENTER BUS IN PANEL) RED ORANGE (RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. • 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 112.5 KVA 30 KVA 45 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. EACH SECTION OF CABLE RUNWAY MUST BE GROUNDED EITHER BY DIRECT CONNECTION TO THE GROUND BAR OR VIA GROUNDING STRAP TO ADJOINING SECTIONS THAT ARE GROUNDED. 30 31 33 r�---- EFEH\CE 9-53-E548 9-53-E549 9-53-E550 9-53-E561 9-53-1 E413 ENLARGED PLAN, SERVER ROOM UT17 ENLARGED PLAN, SERVER ROOM H3 ENLARGED PLAN, SERVER ROOM 12BB4 NETWORK RACK & CABLE RUNWAY DETAILS PARTIAL 1ST FLOOR NETWORK PLAN CO\STRUCTIO\ \OTES 15 16 17 18 19 20 21 I I 12 13 14 FLOOR TRENCH 18" X 18" FLOOR TRENCH 18" X 18" monmonnonmumuunsm0 --J SEE DRAWING 1E413 FOR CONTINUATION E\LAK7ED PLA\ SRVP .00\/ SCALE: 1/4" = 1'-0" UT17 C3PPE U\WAY SEE DRAWING 1E413 FOR CONTINUATION E\LAKED PLA\, SHVOO UT17 SCALE: 1/4" = 1' 4 16 11111111-11M— SCALE: SCALE: 1 /8" = 1 -0" FOP U\WAY SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON CHECKED J. KOKOZCKA ENGINEER TA. YOUNKER CHECKED D. TOWNSEND APPROVED DATE 03.20.18 SUBTITLE 03.20.18 03.20.18 TITLE PROVIDE 18" CABLE RUNWAYS FOR COPPER CABLES, AT 11'-0" AFF. PROVIDE 12" CABLE RUNWAYS FOR FIBER CABLES, AT 12'-0" AFF. PROVIDE TRANSITION FROM CABLE RUNWAY ABOVE RACKS TO DROP CABLES INTO RAISED FLOOR CAVITY, THEN TO ADJACENT FLOOR TRENCH. AFTER THE CABLES ARE INSTALLED, PROVIDE FIRESTOPPING MATERIALS AT ENTRY TO FLOOR TRENCH PROVIDE 4 -POST RACKS (CHATSWORTH #50120-708) AT LOCATIONS SHOWN. GROUND EACH CABLE RUNWAY (COPPER, FIBER AND POWER) TO THE GROUND BAR AT COLUMN CC/2. PROVIDE GROUNDING STRAPS THROUGHOUT THE CABLE RUNWAY SYSTEM SO THAT EVERY COMPONENT HAS A SOLID PATH TO GROUND. mo TTTTc)c)TTc) RECEIVED CITY OF TUKWILA,�\ MAY222018 PERMIT CENTER E548 NOT T 9-53 KEY PLAN 0 0 ENLARGED PLAN, SERVER ROOMA �i�D AUT17 AND H3 SERVER MIGRATION RFQu�RiD APPROVED ELECTRICAL MASTER BUILDING 9-53 COL. A-CC/1-6 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION SYMBOL W5723449 -IEET JOB NO. E548 W5723449 DATE COMP NO. DWG NO, 9-53-E54 8 0 0 0 0 0 0 0 0 0 0 0 0 >< >< >< >< >< 0 LEGE\D GB GROUND BAR, 1/4" X 4" X 20" COPPER CONDUCTOR BONDED TO COLUMN OR CABINET CE\RAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT (LEFT BUS IN PANEL) BLACK BROWN (CENTER BUS IN PANEL) RED ORANGE (RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. • 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 112.5 KVA 30 KVA 45 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. EACH SECTION OF CABLE RUNWAY MUST BE GROUNDED EITHER BY DIRECT CONNECTION TO THE GROUND BAR OR VIA GROUNDING STRAP TO ADJOINING SECTIONS THAT ARE GROUNDED. 30 31 33 r�---- EFEH\CE 9-53-E548 9-53-E549 9-53-E550 9-53-E561 9-53-1 E413 ENLARGED PLAN, SERVER ROOM UT17 ENLARGED PLAN, SERVER ROOM H3 ENLARGED PLAN, SERVER ROOM 12BB4 NETWORK RACK & CABLE RUNWAY DETAILS PARTIAL 1ST FLOOR NETWORK PLAN CO\STRUCTIO\ \OTES 15 16 17 18 19 20 21 I I 12 13 14 FLOOR TRENCH 18" X 18" FLOOR TRENCH 18" X 18" monmonnonmumuunsm0 --J SEE DRAWING 1E413 FOR CONTINUATION E\LAK7ED PLA\ SRVP .00\/ SCALE: 1/4" = 1'-0" UT17 C3PPE U\WAY SEE DRAWING 1E413 FOR CONTINUATION E\LAKED PLA\, SHVOO UT17 SCALE: 1/4" = 1' 4 16 11111111-11M— SCALE: SCALE: 1 /8" = 1 -0" FOP U\WAY SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON CHECKED J. KOKOZCKA ENGINEER TA. YOUNKER CHECKED D. TOWNSEND APPROVED DATE 03.20.18 SUBTITLE 03.20.18 03.20.18 TITLE PROVIDE 18" CABLE RUNWAYS FOR COPPER CABLES, AT 11'-0" AFF. PROVIDE 12" CABLE RUNWAYS FOR FIBER CABLES, AT 12'-0" AFF. PROVIDE TRANSITION FROM CABLE RUNWAY ABOVE RACKS TO DROP CABLES INTO RAISED FLOOR CAVITY, THEN TO ADJACENT FLOOR TRENCH. AFTER THE CABLES ARE INSTALLED, PROVIDE FIRESTOPPING MATERIALS AT ENTRY TO FLOOR TRENCH PROVIDE 4 -POST RACKS (CHATSWORTH #50120-708) AT LOCATIONS SHOWN. GROUND EACH CABLE RUNWAY (COPPER, FIBER AND POWER) TO THE GROUND BAR AT COLUMN CC/2. PROVIDE GROUNDING STRAPS THROUGHOUT THE CABLE RUNWAY SYSTEM SO THAT EVERY COMPONENT HAS A SOLID PATH TO GROUND. mo TTTTc)c)TTc) RECEIVED CITY OF TUKWILA,�\ MAY222018 PERMIT CENTER E548 NOT T 9-53 KEY PLAN 0 0 ENLARGED PLAN, SERVER ROOMA �i�D AUT17 AND H3 SERVER MIGRATION RFQu�RiD APPROVED ELECTRICAL MASTER BUILDING 9-53 COL. A-CC/1-6 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION SYMBOL W5723449 -IEET JOB NO. E548 W5723449 DATE COMP NO. DWG NO, 9-53-E54 8 Migration Phase II\_Drawings\09-053—E549.dwg I:\ES\Projects\18\181-040 SH Boe 9-53 Se 0 0 0 0 0 1> H 1 I:)441 L 11'-0" AFF H- I #6 a3 WALL OPENING H J ELEVATION ADJUSTMENT A 5491 E561 E\ LACI SCALE: 1/4" SYM 2 ED PLA\, SEVH SOON H3 COPDH U\WAY = 1'-0" REVISION BY APPROVED DATE SYM REVISION 2 E5491 E563 8'-11" AFF BY APPROVED 0 0 >< >< >< 0 J H r II H L -�- J GB #6 H J WALL OPENING ELEVATION ADJUSTMENT 1 L 1 1 A 549 E5.1 2 E54 E563 iI DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 —j E\LAGGED PLA\, SEVH COV H3 FI3H U\WAY SCALE: 1/4" = 1'- BOE/NG' G- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON n 9'-11" AFF 183 DATE 03.20.18 CHECKED BB SUBTITLE LE3E\D GB GROUND BAR, 1/4" X 4" X 20" COPPER CONDUCTOR BONDED TO COLUMN OR CABINET GE\RAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT LEFT BUS IN PANEL) BLACK BROWN CENTER BUS IN PANEL) RED ORANGE RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 112.5 KK A 30 KVA 45 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. EACH SECTION OF CABLE RUNWAY MUST BE GROUNDED EITHER BY DIRECT CONNECTION TO THE GROUND BAR OR VIA GROUNDING STRAP TO ADJOINING SECTIONS THAT ARE GROUNDED. IS- oisf EFRE\CE DAWI\GS 9-53-E548 9-53-E549 9-53-E550 9-53-E561 ENLARGED PLAN, SERVER ROOM UT17 ENLARGED PLAN, SERVER ROOM H3 ENLARGED PLAN, SERVER ROOM 12BB4 NETWORK RACK & CABLE RUNWAY DETAILS CC\STUCTIO\ \ )TES SCALE: 1/8" ENGINEER TA. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 03.20.18 03.20.18 TITLE ISSUED FOR PERMIT MAY 15,2018 PROVIDE 18" CABLE RUNWAYS FOR COPPER CABLES AT 11' AFF. PROVIDE 12" CABLE RUNWAYS FOR FIBER CABLES AT 12' AFF. PROVIDE RADIUS BENDS TO LOWER THE CABLE RUNWAY PRIOR TO ENTERING ROOM 12BB4. PROVIDE 4 -PORT RACKS (CHATSWORTH #50120-708) AT LOCATIONS SHOWN. GROUND EACH CABLE RUNWAY (COPPER, FIBER AND POWER) AT THE GROUND BAR AT COLUMN CC/5. PROVIDE GROUNDING STRAPS THROUGHOUT THE CABLE RUNWAY SYSTEM SO THAT EVERY COMPONENT HAS A SOLID PATH TO GROUND. RE 'FINED UKWILA 9-53 KEY PLAN MAY 2 2 2018 NOT TO SCALE I PERMIT CENTER SEPgqA ENLARGED PLAN, SERVER ROOM bP�PR���gND �EQbiRED UT17 AND H3 SERVER MIGRATION UT17 AND H3 SERVER MIGRATION BUILDING 9-53 ELECTRICAL MASTER COL. A-CC/1-6 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CU RENT REVISION W5723449 SYMBOL E549 DATE 05.15.18 JOB NO. W5723449 COMP NO. DWG NO. 9-53-E549 \babbage\documents\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053—E550.dwg SYM E549 11'-0" AFF k WALL OPENING rA 8'-11" AFF 11 I ■I■11 7 -3" AFF !I• ,J e 6 6 7 8 A E 50 E5.4 CONTINUED ON DRAWING 1E413 E\LAGGED PLAN, SERVP ROOV 12334 O3PPER �U\WAY SCALE: 1/4" = 1'-0" REVISION BY APPROVED DATE SYM REVISION FIBER & COPPER CABLES IN FLOOR TRENCH BY APPROVED DATE E549 12'-0" AFF N co — UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 P 3 II_ H WALL OPENING 9'-11" AFF L - - H _J I L—_L__J IF it 6 E\LARGED PLA\, S SCALE: 1/4" = 1'-0' M"sE/NG° p -- roc v #6 7 8 A E 50 E5.4 LEGE\ D GB GROUND BAR, 1/4" X 4" X 20" COPPER • CONDUCTOR BONDED TO COLUMN OR CABINET CC FIBER & COPPER CABLES IN FLOOR TRENCH CONTINUED ON DRAWING 1E413 1234 FHR U\WAY 8 4 0 4 8 SSO5 16 MI MEI.._._ SCALE: 1/8' = 1'- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON " bte Ots? DATE SUBTITLE 03.20.18 CHECKED J. KOKOZCKA GE\EHAL \RTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT LEFT BUS IN PANEL) BLACK BROWN CENTER BUS IN PANEL) RED ORANGE RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) TRANSFORMERS ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURERS NAMEPLATE RATINGS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE; DERATED KVA NAMEPLATE KVA 75 KVA 112.5 KVA 30 KVA 45 KVA IDENTIFY ALL DERATED TRANSFORMERS BY INSTALLING DERATING NAMEPLATES AS SHOWN IN DETAILS 2 AND 5 ON SHEET E506. EACH SECTION OF CABLE RUNWAY MUST BE GROUNDED EITHER BY DIRECT CONNECTION TO THE GROUND BAR OR VIA GROUNDING STRAP T0. ADJOINING SECTIONS THAT ARE GROUNDED. EFERE\CE DAWI\ GS 9-53-E548 9-53-E549 9-53-E550 9-53-E564 9-53-1 E413 ENLARGED PLAN, SERVER ROOM UT17 ENLARGED PLAN, SERVER ROOM H3 ENLARGED PLAN, SERVER ROOM 12BB4 NETWORK RACK & CABLE RUNWAY DETAILS PARTIAL 1ST FLOOR NETWORK PLAN CO\ST�UCTIO\ \OTES PROVIDE 19" 2 -POST RACKS (CHATSWORTH #55053-503) AT LOCATIONS SHOWN. PROVIDE 18" CABLE RUNWAYS FOR COPPER CABLES, ATTACHED TO THE TOP OF THE RACKS WITH 3" CHANNEL RACK -TO -RUNWAY MOUNTING PLATE (CHATSWORTH #10595-718). PROVIDE 12" CABLE RUNWAYS FOR FIBER CABLES, AT 8'-3" AFF. SUPPORT THEM FROM THE STRUCTURE ABOVE USING 5/8" THREADED ROD AND RUNWAY SUPPORT BRACKETS (CHATSWORTH #11408-003). PROVIDE ELEVATION TRANSITION FROM 8'-11" WHERE CABLE RUNWAY ENTERS ROOM TO 7'-3" AT RACKS. PROVIDE ELEVATIONS TRANSITION FROM 9'-11" WHERE CABLE RUNWAY ENTERS ROOM TO 8'-3". PROVIDE TRANSITION FROM CABLE RUNWAY ABOVE RACKS TO DROP CABLES INTO RAISED FLOOR CAVITY, THEN TO ADJACENT FLOOR TRENCH. AFTER THE CABLES ARE INSTALLED, PROVIDE FIRESTOPPING MATERIALS AT ENTRY TO FLOOR TRENCH. GROUND EACH CABLE RUNWAY (COPPER FIBER AND POWER) TO THE GROUND BAR AT COLUMN CC/4. PROVIDE GROUNDING STRAPS THROUGHOUT THE CABLE RUNWAY SYSTEM SO THAT EVERY COMPONENT HAS A SOLID PATH TO GROUND. RECEIVED CITY OF TUKWILA ISSUED FOR PERMIT MAY 15, 2018 MAY 2 2 2018 PERMIT CENTER mo () TTT" E550 9-53 KEY PLAN NOT TO SCALE I 0 0 CCASNE ENGINEERING INC EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 980. (425)522-1000 www recur rnu JOB NO. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th SUITE 205 KIRKLAND, WA 98033 WWW.CASNE.COM NO. 181-040 SEPARAT CURRENT VISION ENLARGED PLAN, SERVER ROOM 12664 PER"fA WRE723449 SYMBOL REQUIRED DATE SQUIRED ENGINEER TA. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED TITLE 03.20.18 03.20.18 ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53. COL. A-CC/1-6 550 DATE 05.15.18 JOB NO. W5723449 COMP NO. DWG NO. 9-53-E550 -o Migration Phase II\_Drawings\09-053—YDE55 —040 SH Boe 9-53 Se co CO co U babbage\docume SYM X (3) 4"C-3#600, #3/0 GND > (1 (1 �`•,` � (1 1"C—CONTROL 1"C—CONTROL SBCC4-4/6 3/4"C-2#1 2, #120 (3) 4"C-3#600 K IL, #3/O N, #3/O GND 3 120 QCDT SWITCH • 3/4"C, 4#14 2#14SP X E552 REVISION GENERATOR LIGHTING CONTROL BY APPROVED DATE SBCC4-4/6 3/4"C, 2#12 #12G (3)4"C-3#600 KCMIL #3/0 N, #3/0 GND TO SBCC4-1 SEE DWG 9-53—E557 SYM (3) 1"C T� 26 GENS: RUNNING (BLUE) AND TROUBL. (RED) LIGHTS �--- 1"C, 4#14, 2#14 SPARE — 1"C, MODBUS, TCP/IP10 1"C 3#8 SBCC4-4/5,7,9 -' J GENERATOR CONTROL PANEL WITH CIRCUIT BREAKERS BELOW 1"C, 3#8, #10G SBCC6/25,27,29 3#8, #10G SBCC6/31,33,35 TO CONDENSING UNITS 3/4" X 30' GROUND ROD. 9 5S 1 1/4"C, 3#6, #10G TO SBCC4-4/5,7,9 GENERATOR CIRCUIT BREAKERS 2#12, #12G TO SBCC4-4/6 LIGHTING 1"C, 4#14, 2#14 SPARE FROM QCDT TO CMCS PANEL, 2#14 FROM ATS—SBCC5-1 TO GENSET, 2#14 FROM ATS SBCC4-2 TO GENSET AND 2#14 SPARE TO GENSET 1"C, MODBUS, TCP/IP CABLE FROM GENSET CTRL PNL TO REMOTE ANNUNCIATOR 10 1"C, SPARE, CAP INSIDE BLDG 1"C, 3#8, #10G SBCC6/25,27,29, 3#8, #10G SBCC6/31,33,35 \LAKED PLA\, WEST OF 9-53 BLDG REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 Qi— BOE/NG o' LD G ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE LEGE\D '!' LED FLOOD LIGHT GE\PAL \ RTES 1. BURIED CONDUIT SHALL BE PVC COATED RIGID CONDUIT. HORIZONTAL STRAIGHT RUNS MAY BE PVC SCHEDULE 40. BURIED CONDUIT RUNS OF 3 OR MORE SHALL BE IN A DUCT BANK WITH SPACERS. CONDUIT STUB—UPS SHALL BE PVC COATED RIGID CONDUIT. AFTER THER FIRST COUPLING OR FITTING CONDUIT MAY BE GRC. ALL EXPOSED GRC MUST BE PAINTED. CHECK WITH ENGINEER FOR PAINT COLOR. CONDUIT PENETRATIONS INSIDE THE BUILDING SHALL BE SEALED TO PREVENT CONDENSATION. EEE E\CE DAWI\GS 9-53—E558 9-53—E557 9-53—E8 9-53—E565 9-53-1E13 DEVELOPMENT LAB ENLARGED 208V POWER PLAN DEVELOPMENT LAB ENLARGED 480V POWER PLAN OUTDOOR LIGHTING PLAN LIGHTING CONTROL WIRING DETAILS LIGHTING PLAN CO\STUCTIO\ \CTES CO\STUCTIO\ \OTES CC\T'D PROVIDE AND INSTALL LIGHT POLE IN LOCATION AS SHOWN: RAB# PS4-11-10WT. PROVIDE AND INSTALL FLOOD LIGHT FIXTURE AND ALL ANCILLARY HARDWARE. MOUNT FIXTURE TO TOP OF NEW POLE. AIM FIXTURE FOR BEST ILLUMINATION OF GENERATOR AND CATWALK. SEE FIXTURE SCHEDULE ON SHEET 9-53—E508. PROVIDE AND INSTALL LINE VOLTAGE LIGHT SWITCH IN NEMA 4X ENCLOSURE. MOUNT ON HANDRAIL OF CATWALK. PROVIDE CONDUIT AND CONDUCTORS FROM SOURCE TO SWITCH AND FROM SWITCH TO NEW POLE—MOUNTED FIXTURE. ROUTE CONDUIT UNDER CATWALK STAIRS. INSTALL JUNCTION BOXES PER NEC. 2> PROVIDE AND INSTALL CONDUIT AND CONDUCTOR EWE ALONG BUILDING WALL TO CONDENSING UNIT$ I -uKt CONDUIT ABOVE DOORWAY. INSTALL CONDUITS UNDER HOUSEKEEPING PAD FOR GENERATOR. COORDINATE STUB—UP LOCATIONS WITH GENERATOR MANUFACTURER. PURCHASE AND INSTALL 1200KVA GENSET WITH ENCLOSURE AND FUEL TANK BASE. MOUNT ON HOUSEKEEPING PAD. PROVIDE AND INSTALL MOUNTING RACK AND 1200A NON—FUSED DISCONNECT SWITCH. DISCONNECT SWITCH SHALL BE DOUBLE THROW WITH CAM—LOCK CONNECTION RECEPTACLES FOR PORTABLE GENERATOR CONNECTION. PROVIDE AND INSTALL FEEDERS FROM GENSET CIRCUIT BREAKER TO QUICK CONNECT DOUBLE THROW DISCONNECT SWITCH. PROVIDE AND INSTALL 800KW PERMANENT LOAD BANK ON HOUSEKEEPING PAD. POSITION EXHAUST HOOD AWAY FROM BUILDING. PROVIDE AND INSTALL FEEDERS FROM GENSET CIRCUIT BREAKER TO LOAD BANK. CORE DRILL INTO SIDE OF BUILDING FOR (3)4" FEEDER CONDUITS AND (5)1" SMALLER POWER AND CONTROL CONDUITS. SEE DRAWING E552 FOR DETAILS. PROVIDE AND INSTALL CONDUITS FROM QUICK CONNECT DOUBLE THROW DISCONNECT SWITCH TO PANEL SBCC4-1 INSIDE BUILDING USING CONDUIT BRIDGE. SEE STRUCTURAL DETAILS. �-- PROVIDE AND INSTALL FEEDERS FROM QUICK CONNECT DOUBLE THROW DISCONNECT SWITCH TO PANEL SBCC4-1. 1> PROVIDE AND INSTALL CONDUIT AND WIRE FROM GENERATOR CONTROL PANEL TO REMOTE ANNUNCIATOR PANEL INSIDE BUILDING. REFER TO DRAWING 9-53-1 E213. MAY 22214/;> btano PERMIT CENTER S ED FOR PERMIT DRAWN B. ARZADON DATE 03.20.18 CHECKED ENGINEER TA. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 03.20.18 03.20.18 SUBTITLE TITLE MAY 15, 2018 9-53 STANDBY GENERATOR ENLARGED PLAN UT17 AND H3 SERVER MIGRATION BUILDING 9-53 ELECTRICAL MASTER COL. PROVIDE AND INSTALL CONDUIT AND WIRE FROM CIRCUIT BREAKERS INSIDE GENSET ENCLOSURE TO PANELBOARD INSIDE BUILDING. PROVIDE WIRES FOR EXTERIOR LIGHT CIRCUITS. REFER TO DRAWING 9-53—E558. PROVIDE AND INSTALL SPARE CONDUIT FROM GENSET ENCLOSURE TO JUST INSIDE BUILDING AND CAP. PROVIDE AND INSTALL CONDUIT FROM LOAD BANK TO GENERATOR CONTROL PANEL. PULL WIRE FROM LOAD BANK CONTROL PANEL TO GENERATOR CONTROL PANEL. PROVIDE AND INSTALL CONDUIT AND WIRE FROM GENERATOR CONTROL PANEL INSIDE GENSET ENCLOSURE TO ATS'S INSIDE BUILDING. PROVIDE CONDUIT AND WIRE FROM QCDT SWITCH AUX CONTACTS TO CMCS PANEL. REFER TO DRAWING 9-53—E557. PROVIDE AND INSTALL GROUND ELECTRODE. BOND GROUND ELECTRODE TO GENSET. PROVIDE LIGHTING CONTROL PANEL FOR EXTERIOR LIGHTING. INSTALL CONDUIT AND WIRE FROM PANEL BACK TO SOURCE. REFER TO DRAWING 9-53-1E13. CCASNE ENGINEERING, INC. PERMIT APPROVAL AND REQUIRED DEV. CENTER. WA ELECTRICAL AND TECHNOLOGY 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 9 (425) 522-1000 WWW!`a SUFfnu JOB NO. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 WWW.CASNE COM JOB NO. 181-040 CURRENT REVISION W5723449 JO NO. SYMBOL DE551 W5723449 DATE 05.15.18 COMP NO. DWG NO. 9-53-YDE551 r� N —FT iii �\ \ n7 1 N� \ �° \ \ \ \ // / /i N\ \\ // // \ \ �� J \\ /i \\ // �� 2 JJ �I I/ 1 I I �\I__I/� I I\ r0 O O O p O O O 0 0 O p p illk :L_:0J O O _ o ° o p o O p O p o IO p D 0 C p E p p p o o o 0s A.- 7_ moo. mil?‘ ..m."' walo• r- :NI. warm mail= r -- — -- — . _.`-illi-/// r r .�+- -� r + -1 7./ •G\o o_----- —II --' 1'. i i ii7\ i iG i i/ :1:11111:::::/z i/ x\\\\ii��/ / II i II ii JJ/ / I \ iii i I \�11\11 LJ _\ ,i ��ii�ii��ii ii/Q // r, 1 GS E552 REVISION GENERATOR LIGHTING CONTROL BY APPROVED DATE SBCC4-4/6 3/4"C, 2#12 #12G (3)4"C-3#600 KCMIL #3/0 N, #3/0 GND TO SBCC4-1 SEE DWG 9-53—E557 SYM (3) 1"C T� 26 GENS: RUNNING (BLUE) AND TROUBL. (RED) LIGHTS �--- 1"C, 4#14, 2#14 SPARE — 1"C, MODBUS, TCP/IP10 1"C 3#8 SBCC4-4/5,7,9 -' J GENERATOR CONTROL PANEL WITH CIRCUIT BREAKERS BELOW 1"C, 3#8, #10G SBCC6/25,27,29 3#8, #10G SBCC6/31,33,35 TO CONDENSING UNITS 3/4" X 30' GROUND ROD. 9 5S 1 1/4"C, 3#6, #10G TO SBCC4-4/5,7,9 GENERATOR CIRCUIT BREAKERS 2#12, #12G TO SBCC4-4/6 LIGHTING 1"C, 4#14, 2#14 SPARE FROM QCDT TO CMCS PANEL, 2#14 FROM ATS—SBCC5-1 TO GENSET, 2#14 FROM ATS SBCC4-2 TO GENSET AND 2#14 SPARE TO GENSET 1"C, MODBUS, TCP/IP CABLE FROM GENSET CTRL PNL TO REMOTE ANNUNCIATOR 10 1"C, SPARE, CAP INSIDE BLDG 1"C, 3#8, #10G SBCC6/25,27,29, 3#8, #10G SBCC6/31,33,35 \LAKED PLA\, WEST OF 9-53 BLDG REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 Qi— BOE/NG o' LD G ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE LEGE\D '!' LED FLOOD LIGHT GE\PAL \ RTES 1. BURIED CONDUIT SHALL BE PVC COATED RIGID CONDUIT. HORIZONTAL STRAIGHT RUNS MAY BE PVC SCHEDULE 40. BURIED CONDUIT RUNS OF 3 OR MORE SHALL BE IN A DUCT BANK WITH SPACERS. CONDUIT STUB—UPS SHALL BE PVC COATED RIGID CONDUIT. AFTER THER FIRST COUPLING OR FITTING CONDUIT MAY BE GRC. ALL EXPOSED GRC MUST BE PAINTED. CHECK WITH ENGINEER FOR PAINT COLOR. CONDUIT PENETRATIONS INSIDE THE BUILDING SHALL BE SEALED TO PREVENT CONDENSATION. EEE E\CE DAWI\GS 9-53—E558 9-53—E557 9-53—E8 9-53—E565 9-53-1E13 DEVELOPMENT LAB ENLARGED 208V POWER PLAN DEVELOPMENT LAB ENLARGED 480V POWER PLAN OUTDOOR LIGHTING PLAN LIGHTING CONTROL WIRING DETAILS LIGHTING PLAN CO\STUCTIO\ \CTES CO\STUCTIO\ \OTES CC\T'D PROVIDE AND INSTALL LIGHT POLE IN LOCATION AS SHOWN: RAB# PS4-11-10WT. PROVIDE AND INSTALL FLOOD LIGHT FIXTURE AND ALL ANCILLARY HARDWARE. MOUNT FIXTURE TO TOP OF NEW POLE. AIM FIXTURE FOR BEST ILLUMINATION OF GENERATOR AND CATWALK. SEE FIXTURE SCHEDULE ON SHEET 9-53—E508. PROVIDE AND INSTALL LINE VOLTAGE LIGHT SWITCH IN NEMA 4X ENCLOSURE. MOUNT ON HANDRAIL OF CATWALK. PROVIDE CONDUIT AND CONDUCTORS FROM SOURCE TO SWITCH AND FROM SWITCH TO NEW POLE—MOUNTED FIXTURE. ROUTE CONDUIT UNDER CATWALK STAIRS. INSTALL JUNCTION BOXES PER NEC. 2> PROVIDE AND INSTALL CONDUIT AND CONDUCTOR EWE ALONG BUILDING WALL TO CONDENSING UNIT$ I -uKt CONDUIT ABOVE DOORWAY. INSTALL CONDUITS UNDER HOUSEKEEPING PAD FOR GENERATOR. COORDINATE STUB—UP LOCATIONS WITH GENERATOR MANUFACTURER. PURCHASE AND INSTALL 1200KVA GENSET WITH ENCLOSURE AND FUEL TANK BASE. MOUNT ON HOUSEKEEPING PAD. PROVIDE AND INSTALL MOUNTING RACK AND 1200A NON—FUSED DISCONNECT SWITCH. DISCONNECT SWITCH SHALL BE DOUBLE THROW WITH CAM—LOCK CONNECTION RECEPTACLES FOR PORTABLE GENERATOR CONNECTION. PROVIDE AND INSTALL FEEDERS FROM GENSET CIRCUIT BREAKER TO QUICK CONNECT DOUBLE THROW DISCONNECT SWITCH. PROVIDE AND INSTALL 800KW PERMANENT LOAD BANK ON HOUSEKEEPING PAD. POSITION EXHAUST HOOD AWAY FROM BUILDING. PROVIDE AND INSTALL FEEDERS FROM GENSET CIRCUIT BREAKER TO LOAD BANK. CORE DRILL INTO SIDE OF BUILDING FOR (3)4" FEEDER CONDUITS AND (5)1" SMALLER POWER AND CONTROL CONDUITS. SEE DRAWING E552 FOR DETAILS. PROVIDE AND INSTALL CONDUITS FROM QUICK CONNECT DOUBLE THROW DISCONNECT SWITCH TO PANEL SBCC4-1 INSIDE BUILDING USING CONDUIT BRIDGE. SEE STRUCTURAL DETAILS. �-- PROVIDE AND INSTALL FEEDERS FROM QUICK CONNECT DOUBLE THROW DISCONNECT SWITCH TO PANEL SBCC4-1. 1> PROVIDE AND INSTALL CONDUIT AND WIRE FROM GENERATOR CONTROL PANEL TO REMOTE ANNUNCIATOR PANEL INSIDE BUILDING. REFER TO DRAWING 9-53-1 E213. MAY 22214/;> btano PERMIT CENTER S ED FOR PERMIT DRAWN B. ARZADON DATE 03.20.18 CHECKED ENGINEER TA. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 03.20.18 03.20.18 SUBTITLE TITLE MAY 15, 2018 9-53 STANDBY GENERATOR ENLARGED PLAN UT17 AND H3 SERVER MIGRATION BUILDING 9-53 ELECTRICAL MASTER COL. PROVIDE AND INSTALL CONDUIT AND WIRE FROM CIRCUIT BREAKERS INSIDE GENSET ENCLOSURE TO PANELBOARD INSIDE BUILDING. PROVIDE WIRES FOR EXTERIOR LIGHT CIRCUITS. REFER TO DRAWING 9-53—E558. PROVIDE AND INSTALL SPARE CONDUIT FROM GENSET ENCLOSURE TO JUST INSIDE BUILDING AND CAP. PROVIDE AND INSTALL CONDUIT FROM LOAD BANK TO GENERATOR CONTROL PANEL. PULL WIRE FROM LOAD BANK CONTROL PANEL TO GENERATOR CONTROL PANEL. PROVIDE AND INSTALL CONDUIT AND WIRE FROM GENERATOR CONTROL PANEL INSIDE GENSET ENCLOSURE TO ATS'S INSIDE BUILDING. PROVIDE CONDUIT AND WIRE FROM QCDT SWITCH AUX CONTACTS TO CMCS PANEL. REFER TO DRAWING 9-53—E557. PROVIDE AND INSTALL GROUND ELECTRODE. BOND GROUND ELECTRODE TO GENSET. PROVIDE LIGHTING CONTROL PANEL FOR EXTERIOR LIGHTING. INSTALL CONDUIT AND WIRE FROM PANEL BACK TO SOURCE. REFER TO DRAWING 9-53-1E13. CCASNE ENGINEERING, INC. PERMIT APPROVAL AND REQUIRED DEV. CENTER. WA ELECTRICAL AND TECHNOLOGY 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 9 (425) 522-1000 WWW!`a SUFfnu JOB NO. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 WWW.CASNE COM JOB NO. 181-040 CURRENT REVISION W5723449 JO NO. SYMBOL DE551 W5723449 DATE 05.15.18 COMP NO. DWG NO. 9-53-YDE551 \babbage\documents\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053—YDE552.dwg SYM ROUTE CONDUIT TO 9-53 BLDG J L L U U U ) • 1-1/4"C, 3#6, #10GND QCDT SWITCH SCALE: 3/4"=1-0' 1"C, 4#14, 2#14 SPARE 1"C, MODBUS CABLE EAST ELEVATI3\ YDE551 SBCC4-4/6 3/4"C, 2#12, #12 SBCC4-4/5,7,9 1"C, 3#8 TO GENSET PANEL 9-53 GENSET PANELBOARD • Y t. -<CL cn SERVICE m w o WATTS SERVICE o a_¢(-) o__ Y A B C 1 30 2 BLOCK HTM BATTERY CHARGER 1 20 2 3 LIGHTS 4 5 1 RECEPTACLE 6 7 8 TOTAL WATTS AMPS REVISION GE\SET PA\EL3OAM SCALE: UT17 AND H3 SERVER MIGRATION W5723449 BY CASNE APPROVED DATE SYM REVISION SBCC6/25,27,29 AND SBCC6/31,33,35 1"C, 6#8, 2#10G ALONG BLDG TO CONDENSING UNITS (3)4"C TO SBCC4-1 IN 9-53 BUILDING 3/4"C, 4#14, 2#14 SPARE SUPPORT STAND 1200A QCDT SWITCH QUICK CONNECTION COMPARTMENT FOR PORTABLE GENERATOR bJbJbJ (3)4"C TO GENSET BREAKER QCDT SWITCH ELEVATIO\ SCALE: 3/4"=1-0' BY APPROVED DATE WS 05.15.18 A\D CO\ \ECTIO\ DETAILS DEB552 Q� BOE/ C'- cm SCALE: 3/4"=1 -0" CONTROL CONDUIT 1"C, 8#14, 4#14 SPARE (CAPPED OUTSIDE BLDG) 1 "C, MODBUS TO REMOTE GENERATOR ANNUNCIATOR PANEL 9-53 1 "C, 6#8, 2#10G, 480V, SBCC6/25,27,29 AND SBCC6/31,33,35 TO CONDENSING UNITS 1-1/4"C, 3#6, #10 GND 208/120V SBCC4-4/5,7,9 2#12, #12G CONDUIT BRIDGE — -- CONTROL CONDUIT: (4)#14 FROM QCDT SWITCH TO CMCS (2)#14 FROM ATS-SBCC5-1 TO GENSET START CTRL (2)#14 FROM ATS-SBCC4-2 TO GENSET START CTRL 3UILDI\v CO\ (3)4" CONDUITS, 3#600, #3/0 N, #3/0 GND FROM QCDT SWITCH TO PNL SBCC4-1 ]UIT 'E\ETATIO\ DETAIL SCALE: NOT TO SCALE GRAPHIC SCALE: 0 6" 1' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 2' DEPT. DATE 3' DRAWN R. FARLEY DATE 5' CHECKED ENGINEER D. JOHNSON CHECKED D. TOWNSEND APPROVED APPROVED 05.10.18 05.10.18 YD 551 YD 552 LEGE\D GE\E SAL \CTES 1. BURIED CONDUIT SHALL BE PVC COATED RIGID CONDUIT. HORIZONTAL STRAIGHT RUNS MAY BE PVC SCHEDULE 40. 2. BURIED CONDUIT RUNS OF 3 OR MORE SHALL BE IN A DUCT BANK WITH SPACERS. 3. CONDUIT STUB -UPS SHALL BE PVC COATED RIGID CONDUIT. AFTER THER FIRST COUPLING OR FITTING CONDUIT MAY BE GRC. ALL EXPOSED GRC MUST BE PAINTED. CHECK WITH ENGINEER FOR PAINT COLOR. 4. CONDUIT PENETRATIONS INSIDE THE BUILDING SHALL BE SEALED TO PREVENT CONDENSATION. �EFE�E\C- DAWI\;S CO\S-RUCTIO\ \OTES I 8 No 0 1 S9 ISSUED FOR PERMIT MAY 15,2018 SUBTITLE TITLE ELECTRICAL MASTER RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER p� pAR�%'� Cu RMIT AND 9-53 STANDBY GENERATOR F ELEVATIONS &. DETAILS RoVA UT17 AND H3 SERVER MIGRATION BUILDING 9-53 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB NO. 181-040 RENT REVISION W5723449 ED DEV. CENTER, WA SYMBOL YDE552 DATE 05.15 ;-8 JOB NO. W5723449 COMP NO. DWG NO. 9-53-YDE552 1200A GENERATOR BREAKER 800KW LOAD BANK LEGE\D GE\HAL \OYES .EFRE\CE DAWI\GS 09-053-YDE551 09-053 STANDBY GENERATOR ENLARGED PLAN CAM -LOCK RECEPTACLES 1200A MANUAL DOUBLE -THROW SWITCH 4 WIRE CABLE W/GROUND 1000KVA GENSET PORTABLE GEN. 0�\ST3UCT10\ \OTES: 480Y/277V BOND GENSET AND SUPPLY-SIDE BONDING JUMPER TO GROUNDING ELECTRODE AT GENSET. BOND NEUTRAL TO GROUND IN PANEL SBCC4-1. BOND PANEL TO GROUNDING ELECTRODE FOR BUILDING. GROUND ELECTRODE AT GENSET ISOLATE NEUTRAL FROM GROUND AT GENERATOR - L___1 PANEL SBCC4-1 BOND NEUTRAL TO GROUND IN PANEL << GROUND GENERATOR CASE TO ATS SBCC5-1 • 0 TO ATS SBCC4-2 GENHATOVCISCO\\ECT SWITCH SCALE: NONE ,J0\\ECTIO\ DIAGAN RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 REVISION APPROVED REVISION APPROVED UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 eL_Affinz ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN B. ARZADON CHECKED DATE 03.20.18 SUBTITLE 9-53 STANDBY GENERATOR 5 -LINE DIAGRAM DATE ENGINEER A.P. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 03.20.18 03.20.18 TITLE UT17 AND ` H3 SERVER MIGRATION BUILDING 9-53 VI""1 )1VL:L1VV11VLL1\I1VV1 11 V.J. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL 05.15.18 YDE553 JOB NO. COMP NO. ELECTRICAL MASTER COL. DEV. CENTER. WA DWG NO. 9-53-YDE553 Migration Phase II\_Drawings\09-053—E555.dwg —040 SH Boe 9-53 Serve \BABBAGE\Documents\ES\Projects 1 0 SYM \ / SBCC1-A SBCC1-B PDU-CC 1 /7,9,11 (2)2"C, 4#3/0, #3GND PDU CC1 300KVA RADIUS OUTI CHATSWORT E BEND 10723-018 PDU-CC1/1,3,5 (2)2"C, 4#3/0, #3GND E 55 E5 9 (SIMILAR) CAB. 25 1 CAB. 26 1 CAB. 27 CAB. 28 CAB. 29 1 X30 30 30 1 30 30 30 301 20 0202030 30 02020-2030 3+3030-3030 30 30 1 30 30 3023b23c23d124a24b24c24d1 25025b25c25d25e25f26a26b26c26d26e26f 7a27b27c27d-28a 28b —29a 29b E55E59 oUU34�30U3oUa3o4303o3oU3oa15b15c15d116a16b16c16d117a17b17c17d118a18b18c18d119a19b19c19d 20020b20c20d �1a21b21c21d1 ' �¶o,o,o,o�3a53oU3oU3o43oU3oU3oUU3g3030'�!I�, 15 CAB. 16 CAB. 17 CAB. 18 CAB. 19 CAB. 20 CAB. PDU-UCC2/1,3,5 (2)2"C, 4#3/0, #3GND RADIUS OUTSIDE BEND CHATSWORTH #10723-018 PDU-UCC2/7,9,11 UCC2-A (2)2"C, 4#3/0, #3GND PDU UCC2 300KVA CAB. 8 1 CAB. 9 1 CAB. 10 \ d / CAB. 11 1 CAB. 12 1 CAB. 13 1 CAB. 14 9 E 55 030 30 3030 30'30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 a 86 $c e$d 9a S6 -gd�1 �a 11-61-Oc-fOdL11 a 11-611-cT1 d�1 �12b 1-2cT2d�13a 13613c�3dL1 1-4b 14cT4d- UCC2-B b 1 c 1 d 72a 2b 2c 2d 3a 3b 3c 3d 4a 4b 4c 4d 150 5b 5c 5d 6a 6b 6c 6d 7a 7b 7c 7d •� 30 3d 30 30 30 3d 30 30 30 301 30 30 30 3d 30 30 30 3d 30 30 30 3d 30 30 30 30 E5 9 CAB. 2 CAB. 3 33b 33a 0030 REVISION BY DEVELO9VIE\T LA3 E\LAG SCALE: SCALE: 3/8" = 1 -0" APPROVED DATE SYM ID 480V POWER PLA\ REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 el..._m,EgyrAwt b148 SCALE: 3/8"= GE\EAL \OTES 1. ALL CONDUIT TO BE 3/4' MINIMUM. 2. ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10. PAINT ALL UPS RECEPTACLE COVER PLATES BLUE. 11. TRAY CABLE FOR ALL UPS CIRCUITS SHALL BE BLUE TAPE BOUNDED EVERY 5'. 015q if mo ®o®®®®® LE 3E\ D Mir EP ig30 4;450 *30 *20 125.30 o� EXIS TI N G BL DG 9-53 © 8 E 0 11111111111111111111 2' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 4' DRAWN DATE CHECKED ENGINEER CHECKED APPROVED APPROVED 10' SUBTITLE TITLE 9-53 KEY PLAN NOT TO SCALE 20A, 125V, 1 PHASE 4-PLEX RECEPTEPTACLE, NEMA 5-20R 20A, 125V, 1 PHASE DUPLEX RECEPTEPTACLE, NEMA 5-20R 120/208V DISTRIBUTION PANEL 277/480V DISTRIBUTION PANEL DISCONNECT SWITCH, NON-FUSED, XX AMPERES FUSED DISCONNECT SWITCH, RATING AS INDICATED 30A, 250V, 3 POLE SINGLE RECEPTACLE, NEMA L15 -30R 50A, 250V, 3 POLE SINGLE RECEPTACLE, CS8369 30A, 250V, 2 POLE SINGLE RECEPTACLE, NEMA L6 -30R 20A, 250V, 2 POLE SINGLE RECEPTACLE, NEMA L6 -20R 30A, 125V, 1 POLE SINGLE RECEPTACLE, NEMA L5 -30R 18" CHATSWORTH #11275-018 POWER CABLE RUNWAY 18" CHATSWORTH #10822-018 E -BEND 24" CHATSWORTH #11959-024 CORNER BRACKET HFEH\CE IAWI\GS 9-53-E561 9-53-E559 9-53-E563 9-53-1 E63 NETWORK RACK & CABLE RUNWAY DETAILS CONDUIT AND WIRE SCHEDULE NETWORK RACK & CABLE RUNWAY DETAILS PARTIAL 1ST FLOOR 208Y/120V POWER PLAN CO\STUCTO\ \OTES PROVIDE AND INSTALL 300KVA PDU IN LOCATION SHOWN. PROVIDE AND INSTALL 84 CIRCUIT, 208Y/120V, 3 PHASE, 4 WIRE PANELBOARD IN LOCATION SHOWN. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE FROM PANELBOARD TO PDU. PROVIDE AND INSTALL 18" CHATSWORTH #11275-018 CABLE RUNWAY. SEE DRAWING 9-53-E561 FOR CABLE RUNWAY INSTALLATION AND RECEPTACLE MOUNTING DETAILS. PROVIDE AND INSTALL CHATSWORTH #10822-018 E -BEND AND ANCILLARY HARDWARE. PROVIDE AND INSTALL CHATSWORTH #11959-024 CORNER BRACKET AND ANCILLARY HARDWARE. PROVIDE AND INSTALL (4) L6 -30R RECEPTACLES NEAR SERVER RACK. PROVIDE AND INSTALL 600V TYPE TC -ER CABLE AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL (4) L6 -20R RECEPTACLES NEAR SERVER RACK. PROVIDE AND INSTALL 600V TYPE TC -ER CABLE AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL. (2) L6 -30R RECEPTACLES NEAR SERVER RACK. PROVIDE AND INSTALL 600V TYPE TC -ER CABLE AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. 1> PROVIDE AND INSTALL (2) L5 -30R RECEPTACLES NEAR SERVER RACK. PROVIDE AND INSTALL 600V TYPE TC -ER CABLE AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL (2) L15 -30R RECEPTACLES NEAR SERVER RACK. PROVIDE AND INSTALL 600V TYPE TC -ER CABLE AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL (2) CS8369 RECEPTACLES NEAR SERVER RACK. PROVIDE AND INSTALL 600V TYPE TC -ER CABLE AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. CITY RECEIOETUK'Y .DWILI CPAINETPTRACLEECEPTACLESFED COVER FROMUPSPLATES. BLUE FOR ALL MAY 2 21418 TAPE TRAY CABLE FOR ALL UPS CIRCUITS WITH BLUE PERK IT CENTEFTAPE EVERY 5'. ISSUED FOR PERMIT MAY 15, 2018 UT17 ENLARGED 208Y/120V POWER P�-� a RATR MECHANICAL MASTER APpRov AND UT17 AND H3 SERVER MIGRATION RR,wOViPt,4 BUILDING 9-53 COL. BB-CC/6-4 #BEV. CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 WA JOB DWG NO. W5723449 9-53-E555 81-040 SH Boe 9-53 S I:\ES\Projects\18\ REVISION BY APPROVED DATE RADIUS OUTSIDE BEND CHATSWORTH #10723-018 SBCC6/32,34,36 1-1/2"C, 3#1/0, #6 GND r/ 480V/30 105.5 FLA 125A MOCP SBCC6/26,28,30 1-1/2"C, 3#1/0, #6 GND 480V/30 66.3 FLA 90A MOCP 200AF 1 125AT SBCC6/37,39,41 1-1/2"C, 3#2, #8 GND /CR\ 3CC2 100AF 9OAT PDU UCC2 300KVA RADIUS OUTSIDE BEND CHATSWORTH #10723-018 SYM CAB. 22 PDU CC1 300KVA SBCC4-2/13,15,17 (2)2"C, 3#250, #2 GND 200AF 125AT • UCC6/8,10,12 (2)2''C, 3#250, #2 GND ,______) EAB. 33 1 I CAB. 30 I CAB. 31 I CAB. 3� 23 I CAB. 24 1 'CAB 25 I CAB. 26 I CAB. 27T CAB. 28 CAB. 29 /CR\, 2CC2 I I I I J -----J L — - J - CAB. 15 CAB. 16 CAB. 17 I CAB. 18 CAB. 19 CAB. 20 I CAB. 21 I T---- T T CAB. 8 I CAB. 9 T T T CAB. 10 1 CAB. 11 1 CAB. 12 1 CAB. 13 CAB. 14 1 T T T - - - T - - - - - T - -' I I I I I CAB. 1 1 CAB_2 1 _CAB_3 1 -CAB. 4 1 CAB5 1 CAB_6_ 1 _CAB_7 J DEVELOPV SCALE: 3/8" = 1 REVISION =NT LA3 E\LA3ED 480V POWER PLAN 0" BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 Q� BOE/NG o'— SCALE: 3/8"=1' 480V/30 105.5 FLA 125A MOCP fl 5 10. E000O0O00000 LEGE\ * 20A, 125V, 1 PHASE 4-PLEX RECEPTEPTACLE, NEMA 5-20R 11 20A, 125V, 1 PHASE DUPLEX RECEPTEPTACLE, NEMA 5-20R 120/208V DISTRIBUTION PANEL 277/480V DISTRIBUTION PANEL Amps DISCONNECT SWITCH, NON—FUSED, XX AMPERES /.1 FUSED DISCONNECT SWITCH, RATING AS INDICATED 9g#30 30A, 208V, 3 POLE SINGLE RECEPTACLE, NEMA L21 -30R i30 30A, 250V, 2 POLE SINGLE RECEPTACLE, NEMA L6 -30R 020 20A, 250V, 2 POLE SINGLE RECEPTACLE, NEMA L6 -20R -30 30A, 125V, 1 POLE SINGLE RECEPTACLE, NEMA L5 -30R 0 1' 2' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 4' DRAWN DATE CHECKED 10' ISSUED FOR PERMIT MAY 15, 2018 SUBTITLE UT17 ENLARGED ENGINEER CHECKED APPROVED APPROVED TITLE 18" CHATSWORTH #11275-018 POWER CABLE RUNWAY 18" CHATSWORTH #10822-018 E—BEND 24" CHATSWORTH #11959-024 CORNER BRACKET GE\E�AL \OTES 1. ALL CONDUIT TO BE 3/4' MINIMUM. 2. ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. VERIFY ROTATION OF ALL 3 PHASE MOTORS. EFRE\CE DAWNCS 9-53-1E113 PARTIAL 1ST FLOOR 480Y/277V POWER PLAN CO\STUCTIO\ \ETES PROVIDE AND INSTALL 300KVA PDU, 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL 600V CONDUCTORS CONDUIT, AND ANCILLARY HARDWARE FROM MECHANICAL EQUIPMENT TO SOURCE PANEL. RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER SEhgRAr 480Y/277V POWER PLA RtI AI. QUIR UT17 AND H3 SERVER MIGRATION RQ uIRE p MECHANICAL MASTER BUILDING 9-53 COL. BB-CC/6-4 DEV. CENTER, WA CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425)522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION SYMBOL DATE 5723449 — 05.15.18 E556 JOB NO. W5723449 COMP NO. DWG NO. 9-53—E556 Phase II\_Drawings\09-053—E557.dwg c 0 0 6 \BABBAGE\Documents\ES\Projects\18\181-040 SH Boe 9-53 Serve SYM 0 0 0 0 (4) LEGE \D 0 0 —1 rimat weal 20A, 125V, 1 PHASE 4-PLEX RECEPTEPTACLE, NEMA 5-20R 20A, 125V, 1 PHASE DUPLEX RECEPTEPTACLE, NEMA 5-20R 120/208V DISTRIBUTION PANEL 277/480V DISTRIBUTION PANEL DISCONNECT SWITCH, NON-FUSED, XX AMPERES FUSED DISCONNECT SWITCH, RATING AS INDICATED 18" CHATSWORTH #11275-018 POWER CABLE RUNWAY 18" CHATSWORTH #10822-018 E -BEND 24" CHATSWORTH #11959-024 CORNER BRACKET SBCC5-1 SBCC4-1 /1,3,5 (3)3"C, 3#600, #3/0 GND TO 1000KVA GENERATOR VIA QCDT SWITCH (3)4"C, 3#600, #3/0 N, #3/0 GND '�- SBCC6/25,27,29,31,33,35 1"C, 6#8j 10 GND SBCC5-1 /7,9,11 CR 2)2"C, 3#250, IUBJ#2 GND ► SUB 85/F2 (3)3'C, 3#600, #3/0 GND SBCC5-1/1,3,5 SUB 82/F7 (2)2-1/2"C, 3#350, #1 GND (4)2-1/2"C 3#350, #3/0 GND 480V/30 79.9 FLA 100A MOCP 480V/30 79.9 100A MO 34 EXISTING HVAC UNIT 71.1 FLA 90 MOCP LI 100AF 9OAT 1-112"C, 3#2 & 1#6 GND VIA OVERHEAD TO DISC. UNDERFLOOR TO CRAC UNIT SBCC4-1 ATS-SBCC5-1 411 CA8,11 CAB 13 C. I CAB. - 2AB-i* 1F -I CAB. I CAB. 3 1 114 i CAB. i CAB. 4 I 115 CAB. I CAB. 5 1 116 1 CAP_,1:147 Ilius 'CAB.1 C,AB� r 7 1 118 ---� I -- CAB. I GAB. 8 1119 -_H CAB. I CAB. 9 1 20 CAB. I CAB. 10 1 i1 CABS! CB/ SBCC4-1/7,9,11 (3)3"C, 3#600, #3/0 GND ham®i iii 1 1 s ATS-SBCC4-2 (3)3"C, 3#600, #3/0 GND CAB. 1 24 ICAB. 1 25 ICAB. 126 ICAB. 1 27 / 1 CAB ,. SBCC4-2 SBCC4-2/1,3,5 -© (2)2-1/2"C, 3#350, #1 GND ATS-SBCC6 (2)2-1/2"C, 3#350, #1 GND 2"C, 3#1 & 1#6 GND UCC6/2,4,6 4 (2)2"C, 3#250, #2 GND TO MBP-2CC3 IN UPS ROOM ON SECOND FLOOR PDU UCC5 300KVA SBCC5-3 PDU CC5-2 300KVA r SBCC6 RADIUS OUTSIDE BE D CHATSWORTH #107 43-018 SBCC6/38,40,42 ® RADIUS OUTSIDE BEND 2"C, 3#3/0, #6 GND CHATSWORTH #10723-018 SBCC4-2/7,9,11 (2)2"C, 3#250, #2 GND REVISION BY APPROVED DATE SYM REVISION 3EVELOPNE\T LA3 E\LAGGED SCALE: SCALE: 1/4" BY 1 -0" APPROVED DATE DEVELOPMENT LAB - RECORD SET 9-12061 WH MAS 02.14.14 UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 480V POWER PLA\ Qi— BE/ o' SCALE: 1/4" = 1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN T. JOHNSTON CHECKED M. SANIDAD DATE 06.19.12 06.19.12 ENGINEER M. SANIDAD CHECKED APPROVED L. GENTRY APPROVED 06.19.12 06.19.12 SUBTITLE TITLE D(0-arse GE\HAL \CIES 1. ALL CONDUIT TO BE 3/4" MINIMUM. 2. ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. VERIFY ROTATION OF ALL 3 PHASE MOTORS. .EFEH\CE NAWI\GS 9-53-YDE551 9-53 STANDBY GENERATOR ENLARGED PLAN 9-53-1E113 PARTIAL 1ST FLOOR 480Y/277V POWER PLAN CC\S-RUCTIO\ \OTES PROVIDE AND INSTALL 480V PANELBOARD IN LOCATION SHOWN. PROVIDE AND INSTALL ATS IN LOCATION SHOWN. PROVIDE AND INSTALL 300KVA PDU IN LOACTION SHOWN. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT AND ANCILLARY HARDWARE FROM PDU TO SOURCE PANEL. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT AND ANCILLARY HARDWARE FROM 480V PANELBOARD TO ATS. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT AND ANCILLARY HARDWARE FROM 480V PANELBOARD TO MBP-2CC3. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT AND ANCILLARY HARDWARE FROM ATS TO SOURCE SUBSTATION. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT AND ANCILLARY HARDWARE FROM 480V PANELBOARD TO QCDT SWITCH NEAR NEW 1000KVA GENERATOR. RELABEL PANELBOARD AND ALL EXISTING PANEL LOADS WITH NEW PANEL NAME. 1> INSTALL EXISTING PANEL IN NEW LOCATION. PROVIDE AND INSTALL 480V PANELBOARD IN LOCATION SHOWN. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE FROM PANEL SBCC5-3 TO PANEL SBCC6. RECEI CITY OF T MAY22 PERMIT CENTER 10. ISSUED FOR PERMIT MAY 15, 2018 9-53 KEY PLAN NOT TO SCALE 3B A E) DEVELOPMENT LAB ENLARGED 480V POWin E UT17 AND H3 SERVER MIGRATION APp oI T AND REQUIRED BUILDING 9-53 MECHANICAL MASTER COL. BB-CC/6-4 DEV. CENTER, WA CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL A DATE 05.15.18 E557 9-12061 COMP NO. DWG NO. 9-53-E557 v 1w v v©c)(..4.)c)Oy v 4 ( EXISTING BLDG 9-53 'EL) %_ KWILA ISSUED FOR PERMIT MAY 15, 2018 9-53 KEY PLAN NOT TO SCALE 3B A E) DEVELOPMENT LAB ENLARGED 480V POWin E UT17 AND H3 SERVER MIGRATION APp oI T AND REQUIRED BUILDING 9-53 MECHANICAL MASTER COL. BB-CC/6-4 DEV. CENTER, WA CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL A DATE 05.15.18 E557 9-12061 COMP NO. DWG NO. 9-53-E557 Boe 9-53 Server Migration Phase II\_Drawings\09-053—E558.dwg \BABBAGE\ Documents \ES\Projects \18\181-040 SH 03 N Lo SYM O O O O O O O O 111 11 ■■■■■■■ U!!!uII1I1UuIIIIIflIII iil®®� ■ _ ■ ■■�■tIIt�®tit igos ®i LEGE\D 20A, 125V, 1 PHASE 4-PLEX RECEPTEPTACLE, NEMA 5-20R 20A, 125V, 1 PHASE DUPLEX RECEPTEPTACLE, NEMA 5-20R ® EQUIPMENT CONNECTION m THERMOSTAT Om 30A, 208V, 3 POLE SINGLE RECEPTACLE, NEMA L21 -30R °60 60A, 250V, 2 POLE SINGLE RECEPTACLE, RUSSELSTOLL #9R63U2 15-30 30A, 250V, 2 *20 20A, 250V, 2 30A, 125V, 1 X0 POLE SINGLE RECEPTACLE, NEMA L6-3OR POLE SINGLE RECEPTACLE, NEMA L6 -20R POLE SINGLE RECEPTACLE, NEMA L5 -30R CHATWORTH #12848-706 20A, 125V, (24) 5-20R POWER STRIP WP, GFI - 42c WP, GFI 42c NETWORK SWITCH 18" CHATSWORTH #11275-018 POWER CABLE RUNWAY 18" CHATSWORTH #10822-018 E -BEND 24" CHATSWORTH #11959-024 CORNER BRACKET DDC PAN 24c TAA3- /42r. 00CM 0000 000 5 34 011>11> 047>011> 0. ZOO SBCC4-4/5, 0,7,9 1-1 /4"C, 3# 1, 2#12, #10 GND X1AA3-2/24c,30c SBCC4-3 © PDU-CC5-2/2,4,6 1-1/2"C, 4#1/0, #6 GND 30KVA SBCC4-4 GE\EAL \OTES 1. ALL CONDUIT TO BE 3/4' MINIMUM. 2. ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4 LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10. PAINT ALL UPS RECEPTACLE COVER PLATES BLUE. 11. TRAY CABLE FOR ALL UPS CIRCUITS SHALL BE BLUE TAPE BANDED EVERY 5'. EFEE\CE DAWI\GS 9-53-E561 9-53-E560 9-53-E562 9-53-E563 9-53-1E63 ► 9'-53-YDE551 NETWORK RACK & CABLE RUNWAY DETAILS CONDUIT AND WIRE SCHEDULE NETWORK RACK & CABLE RUNWAY DETAILS NETWORK RACK & CABLE RUNWAY DETAILS PARTIAL 1ST FLOOR 208Y/120V POWER PLAN STANDBY GENERATOR ENLARGED PLAN RK101 w1/4 4111 "VII=jir 1 CAB. 1 I AB. 1 CAB.I CAB:1 �- 2 1 113 C. I CAB. AB 3 1 114 ,..11_1._.11:A.: I► \ri liFY30 CAB. 2 ISR '# !! 1e:; /J :OJ'%i .l'■•n.•7/J :�ir!ir.tlet,9' iP:6s :O..v■+.,J4,4•74:li XIV 1 1 A/�/ 1 *s 1 1 1 e 1 • � le CO\S-RUCTIC\ \OYES 5e111 ,�6e�1' LL'J LL•� /i`J 1 �i'� CAB.. 115 CAB. 16 6 CAB. 1 rr- - CAB. I 8 1 II pijl I. IIS" JJ,, Ii iil IiIII 11111 III NS III 1l 111i III. 11111 1111!I 301' I11111II\`=t1130 11111 1,11 -„--r- 11111111E. - IIiiu r �8a II�_V��,._,,18b (0 II11 Iiru.li!! IIII l - IOW III1�� Illlil 11111 I.I.I.1■I 1111il1=1 3 (III*Iii. �� li►��a 2 �► 23c 23d\� "'• ,59a 8 ■ LTi iii ;P. 3 b •- 24a CAB. ■_■I'r 124b 24 b24d � L '.•. 40a — F- ;• �14Ob Iis�r $25a -3 ICAB.I:■I :2256bd 25b26a• b CAB.�35 ■III,;:`. 27c I-411144 ■I!I . 127d •'x'603 b � :—:—IIs 28b 28c 28d I�IiIIR�..,t y 29a I�iII !`•:%+cI29b 129c 031 60 u i�r1w 30a 1111 29b (■II�j�30d — I l 1l'!!'!Ir,_:, 131 a dil l IIIIIinr IIIIlll1�I� �i31b �31c 1111111 " ' 1111 r ��31d I I �JI Gi�.� 10.11 IIIE, 32a 111 I jj IIIIIGIt► x 32b "c3b3 3 dmon Bar 38 anal ICAB 1 26 F- ICAB 1 27 20b a 221b o2 ■i/1 'YJ`. �J 'JJ'��.• ''l1.�'!#°ie/J".I1:%1/!_.1u',./.�ll.:liV.,J�lJ_i/J. '!I_.va•%:71, `�lI_.%�'.ve• WOW 1 1 I t 1 i t_'1 1 1 1 1 1 1 lil lil lil ail 111 ail lil UCC4/30 7f AAA �e �e ;0� �1e ;2e Ai SHOWN. UCC4/34 UCC4/36 UCC4/38 UCC4/40 PROVIDE AND INSTALL 30KVA TRANSFORMER IN LOCATION SHOWN. 18 PROVIDE AND INSTALL 600V CONDUTORS, CONDUIT, AND ANCILLARY HARDWARE FROM PANELBOARD SBCC5-3 TO PANELBOARD SBCC4-4 VIA 15KVA TRANSFORMER. 1> PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE FROM SOURCE PANEL TO MECHANICAL EQUIPMENT. 0000 000 RADIUS OUTSIDE REVD CHATSWORTH #10 23-018 E 58 E5• I E 58 E5 E 58 E PDU UCC5 300KVA COOS SOSO 00101) iHt WAR PDU CC5-2 300KVA 20. PAINT RECEPTACLE COVER PLATES BLUE FOR ALL RECEPTACLES FED FROM UPS. 21. TAPE TRAY CABLE FOR ALL UPS CIRCUITS WITH BLUE TAPE EVERY 5'. oceeeso E 58 E5.3 RADIUS OUTSIDE BEND CHATSWORTH #10723 018 1 UCC5 UCC5 PDU-UCC5/1,3,5 (2)2"C, 4#3/0, 3 GND PDU-UCC5/7,9,1 h (2)2"C, 4#3/0, #3 GND 03411:41002)4D easeee SBCC5 2A PDU- C5/7,9,11 (2)2" , 4#3/0, #3 GND PDU- C5/1,3,5 -© (2)2" , 4#3/0, #3 GND REVISION BY APPROVED DATE SYM DEVELOPvE\T SCALE: SCALE: 1/4" = 1 - LA3 E\LAKED 2C8V POWER PLA\ )1 REVISION BY APPROVED DATE — DEVELOPMENT LAB — RECORD SET 9-12061 WH MAS 02.14.14 A UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 Q� BOE/ o -- QN w Q9 OQ9Q9vQ..)� E --)a_. EXISTING BLDG 9-53 Alma ( 9-53 NOT TD SCALE 8 KEY PLAN ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE PROVIDE AND INSTALL WP, GFI, 5-20R DUPLEX RECEPTACLE. PROVIDE AND INSTALL 300KVA PDU IN LOCATION SHOWN. PROVIDE AND INSTALL 84 CIRCUIT, 208Y/120V, 3 PHASE, 4 WIRE PANELBOARD IN LOCATION SHOWN. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE FROM PANELBOARD TO PDU. PROVIDE AND INSTALL 18" CHATSWORTH #11275-018 CABLE RUNWAY. SEE DRAWING 9-53-E561 FOR CABLE RUNWAY INSTALLATION AND RECEPTACLE MOUNTING DETAILS. PROVIDE AND INSTALL CHATSWORTH #10822-018 E -BEND AND ANCILLARY HARDWARE. PROVIDE AND INSTALL CHATSWORTH #11959-024 CORNER BRACKET AND ANCILLARY HARDWARE. PROVIDE AND INSTALL (4) L6 -30R RECEPTACLES NEAR SERVER RACK. PROVIDE AND INSTALL 600V TYPE TC -ER CABLE AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL (2) L6 -30R RECEPTACLES NEAR SERVER RACK. PROVIDE AND INSTALL 600V TYPE TC -ER CABLE AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL (2) L5 -30R RECEPTACLES NEAR SERVER RACK. PROVIDE AND INSTALL 600V TYPE TC -ER CABLE AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. 1> PROVIDE AND INSTALL (4) L6 -20R RECEPTACLES ON BOTTOM REAR OF SERVER RACK. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE ALONG SIDE OF BUILDING, ABOVE DOORWAYS. B B 313 " U bf8-6�s� DRAWN T. JOHNSTON CHECKED M. SANIDAD ENGINEER M. SANIDAD CHECKED APPROVED L GENTRY APPROVED DATE 06.19.12 SUBTITLE 06.19.12 TITLE 06.19.12 4 2 0 2 4 8 IN NEM! 11111 1111 RE SCALE: 1 /4" = 1'-0" CITY 0F MA ISSUED FOR PERMITPERMI CENTS MAY 15,2018 PROVIDE AND INSTALL 5-20R DUPLEX RECEPTACLE ON BOTTEM REAR OF SERVER RACK. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL CHATSWORTH #12848-706 POWER STRIP AND ANCILLARY HARDWARE ON REAR OF VERTICAL WIRE MANAGEMENT UNIT AND CONNECT TO 5-20R RECEPTACLE. PROVIDE AND INSTALL 5-20R QUADPLEX RECEPTACLES AND 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO PANEL UCC4. 14 PROVIDE AND INSTALL (2) RUSSELLSTOLL #9R63U2 RECEPTACLES NEAR SERVER RACK. PROVIDE AND INSTALL 600V TYPE TC -ER CABLE AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. -LVED IRLOCATE EXISTING RECEPTACLE AS NECESSARY TO FEED EXISTING NETWORK SWITCH. CASNE ENGINEERING INC EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA DEVELOPMENT LAB ENLARGED 208V POWER''' °®"' I E 06.19.12 UT17 AND H3 SERVER MIGRATION BUILDING 9-53 MECHANICAL MASTER COL. BB-CC/6-4 DEV. CENTER, WA AF'pRIT oVV Na REQUIRED 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 JOB NO. SYMBOL E558 9-12061 DATE A 05.15.18 COMP NO. DWG NO. 9-53-E558 Receptacle Feeder Source Panel/Circuits 1a TC -ER, 2#10, #10 GND UCC2-A/1,3 1 b TC -ER, 2#10, #10 GND UCC2-A/5,7 1c TC -ER, 2#10, #10 GND SBCC1-A/1,3 1d TC -ER, 2#10, #10 GND SBCC1-A/5,7 2a TC -ER, 2#10, #10 GND UCC2-A/9,11 2b TC -ER, 2#10, #10 GND UCC2-A/13,15 2c TC -ER, 2#10, #10 GND SBCC1-A/9,11 2d TC -ER, 2#1O, #10 GND SBCC1-A/13,15 3a TC -ER, 2#10, #10 GND UCC2-A/17,19 3b TC -ER, 2#10, #10 GND UCC2-A/21,23 3c TC -ER, 2#10, #10 GND SBCC1-A/17,19 3d TC -ER, 2#10, #10 GND SBCC1-A/21,23 4a TC -ER, 2#10, #10 GND UCC2-A/25,27 4b TC -ER, 2#10, #10 GND UCC2-A/29,31 4c TC -ER, 2#10, #10 GND SBCC1-A/25,27 4d TC -ER, 2#10, #10 GND SBCC1-A/29,31 50 TC -ER, 2#10, #10 GND UCC2-A/33,35 5b TC -ER, 2#10 #10 GND UCC2-A/37,39 5c TC -ER, 2#10, #10 GND SBCC1-A/33,35 5d TC -ER, 2#10, #10 GND SBCC1-A/37,39 6a TC -ER, 2#10, #10 GND UCC2-A/41,43 6b TC -ER, 2#10, #10 GND UCC2-A/45,47 6c TC -ER, 2#10, #10 GND SBCC1-A/41,43 6d TC -ER, 2#10, #10 GND SBCC1-A/45,47 70 TC -ER, 2#10, #10 GND UCC2-A/49,51 7b TC -ER, 2#10, #10 GND UCC2-A/53,55 7c TC -ER, 2#10, #10 GND SBCC1-A/49,51 7d TC -ER, 2#10, #10 GND SBCC1-A/53,55 8a TC -ER, 2#10, #10 GND UCC2-A/57,59 8b TC -ER, 2#10, #10 GND UCC2-A/61,63 8c TC -ER, 2#10, #10 GND SBCC1-A/57,59 8d TC -ER, 2#10, #10 GND SBCC1-A/61,63 ga TC -ER, 2#10, #10 GND UCC2-A/65,67 9b TC -ER, 2#10, #10 GND UCC2-A/69,71 9c TC -ER, 2#10, #10 GND SBCC1-A/65,67 9d TC -ER, 2#10, #10 GND SBCC1-A/69,71 10a TC -ER, 2#10, #10 GND UCC2-A/73,75 10b TC -ER, 2#10, #10 GND UCC2-A/77,79 10c TC -ER, 2#10, #10 GND SBCC1-A/73,75 10d TC -ER, 2#10, #10 GND SBCC1-A/77,79 11 a TC -ER, 2#10, #10 GND UCC2-A/81,83 11 b TC -ER, 2#10, #10 GND UCC2-A/2,4 11c TC -ER, 2#10, #10 GND SBCC1-A/81,83 11 d TC -ER, 2#10, #10 GND SBCC1-A/2,4 12a TC -ER, 2#10, #10 GND UCC2-A/6,8 12b TC -ER, 2#10, #10 GND UCC2-A/10,12 12c TC -ER, 2#10, #10 GND SBCC1-A/6,8 12d TC -ER, 2#10, #10 GND SBCC1-A/10,12 13a TC -ER, 2#10, #10 GND UCC2-A/14,16 13b TC -ER, 2#10, #10 GND UCC2-A/18,20 13c TC ER, 2#10, #10 GND SBCC1-A/14,16 13d TC -ER, 2#10, #10 GND SBCC1-A/18,20 14a TC -ER, 2#10, #10 GND UCC2-A/22,24 14b TC -ER, 2#10, #10 GND UCC2-A/26,28 14c TC -ER, 2#10, #10 GND SBCC1-A/22,24 14d TC -ER, 2#10, #10 GND SBCC1-A/26,28 15a TC -ER, 2#10, #10 GND UCC2-A/30,32 15b TC -ER, 2#10, #10 GND UCC2-A/34,36 15c TC -ER, 2#10, #10 GND SBCC1-A/30,32 15d TC -ER, 2#10, #10 GND SBCC1-A/34,36 16a TC -ER, 2#10, #10 GND UCC2-A/38,40 16b TC -ER, 2#10, #10 GND UCC2-A/42,44 16c TC -ER, 2#10, #10 GND SBCC1-A/38,40 Receptacle Feeder Source Panel/Circuits 16d TC -ER, 2#10, #10 GND SBCC1-A/42,44 17a TC -ER, 2#10, #10 GND UCC2-A/46,48 17b TC -ER, 2#10, #10 GND UCC2-A/50,52 17c TC -ER, 2#10, #10 GND SBCC1-A/46,48 17d TC -ER, 2#10, #10 GND SBCC1-A/50,52 18a TC -ER, 2#10, #10 GND UCC2-A/54,56 18b TC -ER, 2#10, #10 GND UCC2-A/58,60 18c TC -ER, 2#10, #10 GND SBCC1-A/54,56 18d TC -ER, 2#10, #10 GND SBCC1-A/58,60 19a TC -ER, 2#10, #10 GND UCC2-A/62,64 19b TC -ER, 2#10, #10 GND UCC2-A/66,68 19c TC -ER, 2#10, #10 GND SBCC1-A/62,64 19d TC -ER, 2#10, #10 CND SBCC1-A/66,68 20a TC -ER, 2#10, #10 GND UCC2-A/70,72 20b TC -ER, 2#10, #10 GND UCC2-A/74,76 20c TC -ER, 2#10, #10 GND SBCC1-A/70,72 20d TC -ER, 2#10, #10 GND SBCC1-A/74,76 21a TC -ER, 2#10, #10 GND UCC2-A/78,80 21b TC -ER, 2#10, #10 GND UCC2-A/82,84 21c TC -ER, 2#10, #10 GND SBCC1-A/78,80 21d TC -ER, 2#10, #10 GND SBCC1-A/80,82 22a TC -ER, 2#10, #10 GND UCC2-B/1,3 22b TC -ER, 2#10, #10 GND UCC2-B/5,7 22c TC -ER, 2#10, #10 GND SBCC1-B/1,3 22d TC -ER, 2#10, #10 GND SBCC1-B/5,7 23a TC -ER, 2#10, #10 GND UCC2-B/9,11 23b TC -ER, 2#10, #10 GND UCC2-B/13,15 23c TC -ER, 2#10, #10 GND SBCC1-B/9,11 23d TC -ER, 2#10, #10 GND SBCC1-B/13,15 24a TC -ER, 2#10, #10 GND UCC2-B/17,19 24b TC -ER, 2#10, #10 GND UCC2-B/21,23 24c TC -ER, 2#10, #10 GND SBCC1-B/17,19 24d TC -ER, 2#10, #10 GND SBCC1-B/21,23 25a TC -ER, 2#12, #12 GND UCC2-B/25,27 25b TC -ER, 2#12, #12 GND UCC2-B/29,31 25c TC -ER, 2#12, #12 GND SBCC1-B/25,27 25d TC -ER, 2#12, #12 GND SBCC1-B/29,31 25e TC -ER, 2#10, #10 GND UCC2-B/33,35 25f TC -ER, 2#10, #10 GND SBCC1-B/33,35 26a TC -ER, 2#12, #12 GND UCC2-B/37,39 26b TC -ER, 2#12, #12 GND UCC2-B/41,43 26c TC -ER, 2#12, #12 GND SBCC1-B/37,39 26d TC -ER, 2#12, #12 GND SBCC1-B/41,43 26e TC -ER, 2#10, #10 GND UCC2-B/45,47 26f TC -ER, 2#10, #10 GND SBCC1-B/45,47 27a TC -ER, 2#10, #10 GND UCC2-B/49 27b TC -ER, 2#10, #10 GND SBCC1-B/49 27c TC -ER, 2#10, #10 GND UCC2-B/51,53 27d TC -ER, 2#10, #10 GND SBCC1-B/51,53 28a TC -ER, 2#10, #10 GND UCC2-B/55,57 28b TC -ER, 2#10, #10 GND, SBCC1-B/55,57 29a TC -ER, 2#10, #10 GND UCC2-B/59,61 29b TC -ER, 2#10, #10 GND SBCC1-B/59,61 30a TC -ER, 2#10, #10 GND UCC2-B/63,65 30b TC -ER, 2#10, #10 GND UCC2-B/67,69 30c TC -ER, 2#10, #10 GND SBCC1-B/63,65 30d TC -ER, 2#10, #10 GND SBCC1-B/67,69 31a TC -ER, 3#6, #10 GND UCC2-B/71,73,75 31b TC -ER, 3#6, #10 GND SBCC1-6/71,73,75 32a TC -ER, 3#10, #10 GND UCC2-B/77,79,81 32b TC -ER, 3#10, #10 GND SBCC1-B/77,79,81 33a TC -ER, 2#10, #10 GND UCC2-B/83 33b TC -ER, 2#10, #10 GND SBCC1-B/83 e23d 24c 24d ® 25d t•I•I•I•Z•I•Z•I•I•Z•Z•I•I•I•I•I•=•I•I•I•I•I•Z•I•I•I•I•I•I•I•� •I•I•I•I•I•I•I•I•Z•Z•I•I•I•) •I•I•Z•I•IE I•I•I•I•I•I•I•I•T_ CA3LE TRAY DETAIL t•I•I•I•I•I•Z•I•I•I•I•I•Z•I• •••••••••••••• �•I•Z•I•Z•I•Z•I•I•Z•I•Z•I•I• �I.1•• •• SCALE: 3' =1'-0" CA3LE TAY DETAIL (F� SCALE: 3'=1-0° E �E5 9 ID• • 24c 24d ® 25d 4110 •••••••••••••••• •••0•••••••••• [•I•I•I•I•I•I•I•I•Z•I•I•I•I•=•I•I•I•I•I•I®I•I•I•I•I•I•I•I•T „A3LE TRAY DETAIL SCALE: z _�'. n° SCALE: 3 =1 -0 E 55 ES E 55 E5 9 Cnnnnnnnnnnnn0nr- �A3LE TRAY DETAIL �c� SCALE: 3'=1'-0" E555 E5 9 mi•I•I•I•I•I•I•I•I•I•Z•I•I•I•�• •••••••••••••• I•I•I•I•I•I•I•I•I•I•I•I•I•I T CA3LE TRAY DETAIL Erc-) g SCALE: 3' =1 '-0" ,00000n0000000n CCnn0 0CnnnnOr- CA3LE TRAY SCALE: 3"= CA3LE TRAY DETAIL SCALE: 3' =1'-0"ss es 9 ETAI L E555 E559 CO\ QUIT A\� WISE SCHEDULE X00 v UT17 EFHE\CE 9V,WI\GS CnOCnOCnYCn(YC CABLE T3AY SCALE: 3' =1'-0" =TAIL E 55 E5 E55E59 9-53-E555 UT17 ENLARGED 208Y/120V POWER PLAN REVISION APPROVED REVISION APPROVED UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON CHECKED D. TOWNSEND ENGINEER T.A. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED DATE 10.20.17 10.20.17 10.20.17 SUBTITLE oCnCCCCnonoonnnn r_ CA3LE TRAY DETAIL E�g ht8o,si. CA3LE TRAY D r- .TAIL id1 SCALE: 3' =1'-0" ISSUED FOR PERMIT MAY 15, 2018 10.20.17 TITLE E555 E559 RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER S, CONDUIT AND WIRE SCHEDULpR�I!'AND �R�V,4� UT17 AND H3 SERVER MIGRATION REQUIRj'0 BUILDING 9-53 ELECTRICAL MASTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL DATE 05.15.18 COL. DEV. CENTER, WA E559 JOB NO. W5723449 COMP NO. DWG NO. 9-53-E559 \BABBAGE\Documents\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053—E560.dwg rn N co Receptacle Feeder Source Panel/Circuits 1a TC -ER, 2#10, #10 GND UCC5-A/1,3 1 b TC -ER, 2#10, #10 GND SBCC5-2A/1,3 2a TC -ER, 2#10, #10 GND UCC5-A/5,7 2b TC -ER, 2#10, #10 GND SBCC5-2A/5,7 3a TC -ER, 2#10, #10 GND UCC5-A/9,11 3b TC -ER, 2#10, #10 GND SBCC5-2A/9,11 4a TC -ER, 2#10, #10 GND UCC5-A/13,15 4b TC -ER, 2#10, #10 GND SBCC5-2A/13,15 5a TC -ER, 2#10, #10 CND UCC5-A/17,19 5b TC -ER, 2#10, #10 GND SBCC5-2A/17,19 6a TC -ER, 2#10, #10 GND UCC5-A/21,23 6b TC -ER, 2#10, #10 GND SBCC5-2A/21,23 7a TC -ER, 2#10, #10 GND UCC5-A/25,27 7b TC -ER, 2#10, #10 GND SBCC5-2A/25,27 8a TC -ER, 2#10, #10 GND UCC5-A/29,31 8b TC -ER, 2#10, #10 GND SBCC5-2A/29,31 9a TC -ER, 2#10, #10 CND UCC5-A/33,35 9b TC -ER, 2#10, #10 GND SBCC5-2A/33,35 10a TC -ER, 2#10, #10 GND UCC5-A/37,39 10b TC -ER, 2#10, #10 GND SBCC5-2A/37,39 11a TC -ER, 2#10, #10 GND UCC5-A/41,43 11 b TC -ER, 2#10, #10 GND SBCC5-2A/41,43 12a TC -ER, 2#10, #10 GND UCC5-A/45,47 12b TC -ER, 2#10, #10 GND SBCC5-2A/45,47 13a TC -ER, 2#10, #10 CND UCC5-A/49,51 13b TC -ER, 2#10, #10 GND SBCC5-2A/49,51 14a TC ER 2#10, #10 GND UCC5-A/53,55 14b TC -ER, 2#10, #10 GND SBCC5-2A/53,55 15a TC -ER, 2#10, #10 GND UCC5-A/57,59 15b TC -ER, 2#10, #10 GND SBCC5-2A/57,59 16a TC -ER, 2#10, #10 GND UCC5-A/61,63 16b TC -ER, 2#10, #10 GND SBCC5-2A/61,63 17a TC -ER, 2#10, #10 GND UCC5-A/65,67 17b TC -ER, 2#10, #10 GND SBCC5-2A/65,67 18a TC -ER, 2#10, #10 GND UCC5-A/69,71 18b TC -ER, 2#10, #10 GND SBCC5-2A/69,71 19a TC -ER, 2#10, #10 GND UCC5-A/73,75 19b TC -ER, 2#10, #10 GND SBCC5-2A/73,75 20a TC -ER, 2#10, #10 GND UCC5-A/77,79 20b TC -ER, 2#10, #10 GND SBCC5-2A/77,79 21a TC -ER, 2#1O, #10 GND UCC5-A/81,83 21b TC -ER, 2#1O, #10 GND SBCC5-2A/81,83 22a TC -ER, 2#10, #10 GND UCC5-A/2,4 22b TC -ER, 2#10, #10 GND SBCC5-2A/2,4 23a TC -ER, 2#10, #10 GND UCC5-A/6,8 23b TC -ER, 2#10, #10 GND UCC5-A/10,12 23c TC -ER, 2#10, #10 GND SBCC5-2A/6,8 23d TC -ER, 2#10, #10 GND SBCC5-2A/10,12 24a TC -ER, 2#10, #10 GND UCC5-A/14,16 24b TC -ER, 2#10, #10 GND UCC5-A/18,20 24c TC -ER, 2#10, #10 GND SBCC5-2A/14,16 C Receptacle Feeder Source Panel/Circuits 24d TC -ER, 2#10, #10 GND SBCC5-2A/18,20 25a TC -ER, 2#10, #10 CND UCC5-A/22,24 25b TC -ER, 2#10, #10 GND UCC5-A/26,28 25c TC -ER, 2#10, #10 GND SBCC5-2A/22,24 25d TC -ER, 2#10, #10 GND SBCC5-2A/26,28 26a TC -ER, 2#10, #10 GND UCC5-A/30,32 26b TC -ER, 2#10, #10 GND UCC5-A/34,36 26c TC -ER, 2#10, #10 GND SBCC5-2A/30,32 26d TC -ER, 2#10, #10 GND SBCC5-2A/34,36 27a TC -ER, 2#10, #10 GND UCC5-A/38,40 27b TC -ER, 2#10, #10 GND UCC5-A/42,44 27c TC -ER, 2#10, #10 GND SBCC5-2A/38,40 27d TC -ER, 2#10, #10 GND SBCC5-2A/42,44 28a TC -ER, 2#10, #10 GND UCC5-A/46,48 28b TC -ER, 2#10, #10 GND UCC5-A/50,52 28c TC -ER, 2#10, #10 GND SBCC5-2A/46,48 28d TC -ER, 2#10, #10 GND SBCC5-2A/50,52 29a TC -ER, 2#10, #10 GND UCC5-A/54,56 29b TC -ER, 2#10, #10 GND UCC5-A/58,60 29c TC -ER, 2#10, #10 GND SBCC5-2A/54,56 29d TC -ER, 2#10, #10 GND SBCC5-2A/58,60 30a TC -ER, 2#10, #10 GND UCC5-A/62,64 30b TC -ER, 2#10, #10 GND UCC5-A/66,68 30c TC -ER, 2#10, #10 GND SBCC5-2A/62,64 30d TC -ER, 2#10, #10 GND SBCC5-2A/66,68 31a TC -ER, 2#10, #10 GND UCC5-A/70,72 31b TC -ER, 2#10, #10 GND UCC5-A/74,76 31c TC -ER, 2#10, #10 GND SBCC5-2A/70,72 31d TC -ER, 2#10, #10 GND SBCC5-2A/74,76 32a TC -ER, 2#10, #10 GND UCC5-A/78,80 32b TC -ER, 2#10, #10 GND UCC5-A/82,84 32c TC -ER, 2#10, #10 GND SBCC5-2A/78,80 32d TC -ER, 2#10, #10 GND SBCC5-2A/82,84 33a TC ER, 2#10, #10 GND UCC5-B/1,3 33b TC -ER, 2#10, #10 GND UCC5-B/5,7 33c TC -ER, 2#10, #10 GND SBCC5-26/1,3 33d TC -ER, 2#10, #10 GND SBCC5-2B/5,7 34a TC -ER, 2#10, #10 GND UCC5-B/9,11 34b TC -ER, 2#10, #10 GND SBCC5-2B/9,11 35a TC -ER, 2#4, #10 GND UCC5-B/13,15 35b TC -ER, 2#4, #10 GND SBCC5-26/13,15 36a TC -ER, 2#4, #10 GND UCC5-B/17,19 36b TC -ER, 2#4, #10 GND SBCC5-2B/17,19 37a TC -ER, 2#4, #10 GND UCC5-B/21,23 37b TC -ER, 2#4, #10 GND SBCC5-2B/21,23 38a TC=ER, 2#10, #10 GND UCC5-6/25 38b TC -ER, 2#10, #10 GND SBCC5-26/25 39a TC -ER, 2#10, #10 GND UCC5-B/27,29 39b TC -ER, 2#10, #10 GND SBCC5-2B/27,29 40a TC ER 2#10, #10 GND UCC5-B/31,33 40b TC -ER, 2#10, #10 GND SBCC5-2B/31,33 \DUIT A\] WISE SCHEDULE SOON Receptacles Feeder Source Panel/Circuits 1a, 1b, 1f 3/4"C, 6#10, #12 GND UCC4/1,3,5,7,9 1 c, 1 d, 1 e 3/4"C, 6#10, #12 GND SBCC4-3/1,3,5,7,9 2a, 2b 3/4"C, 4#10, #12 GND SBCC4-3/11,13,15,17 2c, 2d, 2e 3/4"C, 6#10, #12 GND UCC4/11,13,15,17,19 3a, 3b 3/4"C, 4#10, #12 GND UCC4/21,23,25,27 3c, 3d, 3e 3/4"C, 6#10, #12 GND SBCC4-3/19,21,23,25,27 4a, 4b 3/4"C, 4#10, #12 GND SBCC4-3/29,31,33,35 4c, 4d, 4e 3/4"C, 6#10, #12 GND UCC4/29,31,33,35,37 5a, 5b 3/4"C, 4#10, #12 GND UCC4/39,41,43,45 5c, 5d, 5e 3/4"C, 6#10, #12 GND SBCC4-3/37,39,41,43,45 6a, 6b 3/4"C, 4#10, #12 GND SBCC4-3/47,49,51,53 6c, 6d, 6e 3/4"C, 6#10, #12 GND UCC4/47,49,51,53,55 SYM Receptacles Feeder Source Panel/Circuits 7a, 7b, 7f 3/4"C, 6#10, #12 GND UCC4/57,59,61,63,65 7c, 7d, 7e 3/4"C, 6#10, #12 GND SBCC4-3/55,57,59,61,63 8a, 8b 3/4"C, 4#10, #12 GND SBCC4-3/65,67,69,71 8c, 8d, 8e 3/4"C, 6#10, #12 GND UCC4/67,69,71,73,75 9a, 9b 3/4"C, 4#10, #12 GND UCC4/77,79,81,83 9c, 9d, 9e 3/4"C, 6#10, #12 GND SBCC4-3/73,75,77,79,81 10a, 10b 3/4"C, 4#10, #12 GND SBCC4-3/2,4,6,8 10c, 10d, 10e 3/4"C, 6#10, #12 GND UCC4/2,4,6,8,10 11a, 1 1 b 3/4"C, 4#10, #12 GND UCC4/12,14,16,18 11c, 11d, 11 e 3/4"C, 61/10, #12 GND SBCC4-3/ 10,12,14,16,18 12a, 12b 3/4"C, 4#10, #12 GND SBCC4-3/20,22,24,26 12c, 12d, 12e 3/4"C, 610, #12 GND UCC4/20,22,24,26,28 CO\DUIT AVD WRE SCHEDULE OOVI 12334 (\ETWO� .00v REVISION UT17 AND H3 SERVER MIGRATION W5723449 BY APPROVED CASNE WS DATE SYM REVISION ••••••••••• ••••••••••• 114,41741777741111171•••••••••I•Z•Till CA3LE TAY DETAIL �� SCALE: 3'=1'-0" E�58 ES 0 •••••••••••••••••••••• •••••••. 6E•I•I•I•I•I•I•I•I•I•I• •I•I•I•I•I•I•I•I•I•I•T_T CA3LE TAY DETAIL SCALE: 3'=1'-0" E 58 E5 0 ••••••••••• •••••••••••••• WITT •• •s• Z•Z•T•1111 CA3LE TRAY DETAIL SCALE: z'-�'_n' 3' =1'-0" E 58 E5 E 58 E5 0 00000000000 00000C)00000,- CA3LE TAY DETAILE� SCALE: 3' =1'-0" E 58 E500 3b 23a 24a 4b 50 5b 26a 6b 27a 27b 28a 8b 29 29b 30a 30b 31b 32a 32b 33b - 000Com00CXnno00000000 0000000r- 1 CABLE TRAY DETAIL c E 58 ES 0 SCALE: 3' =1'-0" 00000000000 CA3LE TRAY DETAIL F SCALE: 3' =1'-0" E558 E560 BY APPROVED DATE 05.15.18 gia__m."Efrim 1 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON DATE 10.20.17 CHECKED D. TOWNSEND ENGINEER T.A. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 10.20.17 10.20.17 10.20.17 SUBTITLE TITLE EFE�E\ CE NAWI\GS 9-53-E558 DEVELOPMENT LAB ENLARGED 208V POWER PLAN D( 8- ois? �RATF CONDUIT AND WIRE SCHEDULEAP pE%i R�'MI7 J D UT17 AND H3 SERVER MIGRATION BUILDING 9-5; ELECTRICAL MASTER COL. RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER CASNE ENGINEERING, INC.. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-040 CURRENT REVISION SYMBOL W5723449 DEV. CENTER, WA JOB NO. E560 33447-05 DATE 05.15.18 COMP NO. DWG NO. 9-53-E56 0 Migration Phase II\_Drawings\09-053—E561.dwg -040 SH Boe 9-53 Serve co co \BABBAGE\Documents\ES\Projects CABLE RETAINING POST CHATSWORTH #10596-706 12" FIBER CABLE RUNWAY c 0 0 0 0 0 0 0 O MASTER CABLING SECTION 0 0 0 O 0 0 0 0 0 0 0 0 0 O 000_00000 O 0 0 O 0 0 0 0 O O 0 0 O O O 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 O 0 O 0 O 0 0 0 O 0 0 00 0 00 0 00 0.000 00 0 0 0 0 0 0 0 a a 0 0 0 0 0 O 0 0 0 0 90_0. 00 0.00 O 0 0 0 0 0 0 0 0 0 0 O 0 0 O O O 0 0 0 0 4 -POST FRAME 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 O O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 00 0 00 0 00 O 0 O 0 0 0 0 0 0 D 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 11 SYM 0 0 0 0 MASTER CABLING SECTION 0 0 O 00 0 90 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 90 0 0_0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 00 O O 0 00 O 0 0 0 0 a 0 a 0 0 0 00 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 4 -POST FRAME 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 O O O O O 0 00000000 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 MASTER CABLING SECTION 00 ® 0 REVISION BY APPROVED DATE SYM 3 0 0 0 0 0 0 0 ri 18" COPPER CABLE RUNWAY UPS SOURCE: PAINT COVER BLUE RUSSELLSTOLL #9R63U2 RECEPTACLES ELEVATIO\ OF QAC SCALE: 1-1 /2" = 1'-0" REVISION <S, 11 0 0 0 0 0 0 v a 18" POWER CABLE RUNWAY IT UPS SOURCE: PAINT COVER BLUE RUSSELLSTOLL #9R63U2 RECEPTACLES CA3LE TRAYS 'ECEDTACLES I\ 0 UPS SOURCE: PAINT COVER BLUE RUSSELLSTOLL #9R63U2 RECEPTACLES �I SEWH �CO v BY APPROVED DATE 0 UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 � mE1NG a- 0 0 0 0 0 0 0 0 0 v 1T 5 5611S5 5 UPS SOURCE: PAINT COVER BLUE L6 -30R RECEPTACLE Q H3q E558, E555, E549 E5 1 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON CHECKED ENGINEER T A YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED DATE 03.20.18 03.20.18 03.20.18 LEGE\D CE\EAL \OTES L PAINT ALL UPS RECPTACLE COVER PLATES BLUE. 2. USE TRAY CABLE WITH A BLUE COVER FOR ALL UPS BRANCH CIRCUITS TO SERVER CABINETS. 3. USE TRAY CABLE WITH A GRAY COVER FOR ALL HOUSE BRANCH CIRCUITS TO SERVER CABINETS. 'EFHE\CE NAWI\GS 9-53-E549 9-53-E555 9-53-E558 9-53-S555 ENLARGED PLAN, SERVER ROOM H3 UT17 ENLARGED 208Y -120V POWER PLAN DEVELOPMENT LAB ENLARGED 208V POWER PLAN MISC. SECTIONS AND DETAILS CO\S-RUCTIO\ \GTES PROVIDE FIBER CABLE, COPPER CABLE AND POWER CABLE RUNWAYS AND ASSOCIATED POWER RECEPTACLES AS SHOWN HERE AND ON THE RELATED PLAN VIEW DRAWINGS. PROVIDE A SUPPORT SYSTEM FOR THE THREE LEVELS OF CABLE RUNWAYS, ANCHORED TO STRUCTURAL ELEMENTS ABOVE THE CEILING. REFER TO THE STRUCTURAL DRAWINGS FOR MORE INFORMATION. PROVIDE RECEPTACLES ATTACHED TO THE SIDE OF THE POWER CABLE RUNWAY. REFER TO THE PLAN VIEW DRAWING FOR LOCATIONS AND QUANTITIES. REFER TO PANEL SCHEDULES AND CONDUIT AND WIRE SCHEDULE FOR POWER SOURCES. PAINT RECEPTACLE COVER PLATES BLUE AND USE TRAY CABLE WITH A BLUE COVER FOR ALL RECEPTACLES FED FROM UPS. PROVIDE AND INSTALL TRAY CABLE WITH A GREY COVER FOR ALL HOUSE BRANCH CIRCUITS TO SERVER CABINETS. 18- ot511 ISSUED FOR PERMIT MAY 15, .2018 SUBTITLE TITLE RECEIVED CITY OF TUKWILA MAY 22 2018 • PERMIT CENTER irt4,1Ar NETWORK RACK & CABLE RUNWAYN© UT17 AND. H3 SERVER MIGRATION ' 'ED ECASNE ENGINEERING, INC. l ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM ' JO¢' NO. 181-040 BUILDING 9-53 ELECTRICAL MASTER COL. A-CC/1 -6 CURRENT REVISION W5723449 EET SYMBOL E561 DAT 05.15.18 JOB NO. W5723449 COMP NO. DWG NO. 9-53-E561 Migration Phase II\_Drawings\09-053—E562.dwg —040 SH Boe 9-53 Serve CO \BABBAGE\Documents\ES\Projects\ 18\ SYM REVISION WALL CHATSWORTH #12848-706 20A, 125V, (24) 5-20R POWER STRIP (TYP) LAY -IN CEILING 0 0 0 0 0 0 0 0 0 0 CABLE RETAINING POST CHATSWORTH #10596-706 0 0 0 3 E 62 E5.3 12" FIBER CABLE RUNWAY 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 C 00 c-- 11 9 8 9 9 9 B 8 00 9 9 8 9 B ( J 0 00000 0 0 0 0 0 a 0 a a a 0 0 a a 0 a a 0 a a 0 0 a 0 0 0 a 0 0 0 a 0 a a 0 0 a 0 0 0 a 0 0 a 0 0 0 0 0 0 0 a a 0 0 0 a a a 0 0 0 a 0 0 0 0 a 0 a UPS SOURCE: PAINT COVER BLUE L6 -20R -j ECEPTACLES CHANNEL RACK-TO—RUNWAY MOUNTING PLATE CHATSWORTH #10595-718 0• -- 45 0 a a 0 0 0 a a 0 0 0 00000 3-4 O 0 0 0 a 0 0 a 0 0 0 s--35 a 0 o� 0 a 0 9 9 9 El 9 8 ;--25 0 0 a 20 10 8 El 9 8 8 8 8 8 8 8 0 00 0 0 0 0 0 a a 0 a 0 a a a 0 0 0 a 0 a a 0 0 0 0 a 0 0 a 0 0 0 0 a a 0 0 0 0 0 0 a a 0 0 0 a 0 0 0 0 0 0 0 a a 0 0 0 a 0 0 0 a 0 0 0 0 UPS SOURCE: PAINT COVER BLUE ' L6 -20R RECEPTACLES 18" COPPER CABLE RUNWAY 000011 X40 0 0 0 0 0 0 0 0 0 0 3--35 0 a a a 0 0 a 0 0 a a a 0 0 11 1 8 8 8 8 B 8 a 3--25 0 0 a a 3--20 a a a a 0 0 a 0 a a 0 a a 0 a a 0 a a 1 00 9 9 8 9 9 9 9 9 9 e 9 8 El 00 00 • L • 0 a 00000 0 0 0 0 a 0 a 0 0 a0 0 0 0 0 0 0 a 0 a a 0 0 a 0 0 0 0 0 a 0 0 a a a 0 0 0 0 a 0 a a 0 0 0 a 0 a 0 0 0 0 a 0 0 0 0 a 0 0 0 0 a 0 a a 0 0 0 UPS SOURCE: PAINT COVER BLUE L6 -20R RECEPTACLES a 0 0 0 0 0 0 0 0 0 0 a a a a 0 0 a 0 a a 0 0 0 0 0 0 0 0 a a a 0 0 0 a 0 45 00 C2 C 5-20R RECEPTACLE 5-20R RECEPTACLE 1/2" FLEX (TYP) —// 1/2' FLEX (TYP) 3/4" EMT 11 3/4" EMT 5-20R RECEPTACLE 1/2" FLEX (TYP) 3/4" EMT N 11 5-20R RECEPTACLE 11 RAISED FLOOR 6"X6"X3" GALVANIZED JUNCTION BOX (TYP) BY APPROVED DATE SYM ELEVATIO\ OF SCALE: 1-1/2" = 1'-0" REVISION QAC <S, CAKE TRAYS & BY APPROVED DATE (0 UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 ECEPTACLES �A� E 58 E5 2 Q� BOE/NG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON CHECKED ENGINEER TA. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED DATE 05.01.18 05.01.18 05.01.18 bI8 L-GE\D GE\EAL \OTES 1. ALL CONDUIT TO BE 3/4' MINIMUM. 2. ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10. PAINT ALL UPS RECEPTACLE COVER PLATES BLUE. EFEH\CE DAWI\GS 9-53—E558 DEVELOPMENT LAB ENLARGED 208V POWER PLAN 9-53-E563 NETWORK RACK & CABLE RUNWAY DETAILS CO\ STUCTIO\ \OTES PROVIDE FIBER CABLE AND COPPER CABLE RUNWAYS AS SHOWN HERE AND ON THE RELATED PLAN VIEW DRAWINGS. PROVIDE A SUPPORT SYSTEM FOR THE TWO LEVELS OF CABLE RUNWAYS, ANCHORED TO STRUCTURAL ELEMENTS ABOVE THE CEILING. REFER TO THE STRUCTURAL DRAWINGS FOR MORE INFORMATION. PROVIDE AND INSTALL (4) L6 -20R RECEPTACLES ON BOTTOM REAR OF SERVER RACK. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL 5-20R DUPLEX RECEPTACLE ON BOTTOM REAR OF SERVER RACK. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL CHATSWORTH #12848-706 POWER STRIP AND ANCILLARY HARDWARE ON REAR OF VERTICAL WIRE MANAGEMENT UNIT AND CONNECT TO 5-20R RECEPTACLE. PAINT RECEPTACLE COVER PLATES BLUE FOR ALL RECEPTACLES FED FROM UPECEIVEI7 CITY OFTUKWILA MAY 222018 PERMIT CENTER ER ISSUED FOR PERMIT MAY 15, 2018 SUBTITLE NETWORK RACK & CABLE RUNWAY DE TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. ,A—CC/1-6 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-040 T REVISION W5723449 SYMBOL E562 DATE 05.15.18 JOB NO. W5723449 COMP NO. DWG NO. 9-53-E562'' \BABBAGE\Documents\ES\Projects\18\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053—E563.dwg clo co DRILL 5/16" HOLES TO INSTALL GROUNDING STRAP CABLE RUNWAY GROUNDING STRAP CHATSWORTH #40164-001 CABLE RUNWAY BUTT SPLICE CHATSWORTH #11301-001 CA3LE U\WAY GOU\DI\G DETAIL ��� SCALE: 1-1/2" = 1'-0" E548,E549;E 50 E5 3 LIEBERT RX DISTRIBUTION CABINET RADIUS OUTSIDE BEND CHATSWORTH #10723-018 18" CHATSWORTH #11275-018 POWER CABLE RUNWAY RAISED FLOOR CA3LE U\WAY TO DIS-R13UT10\ CA3I\ET TSA\SITION SCALE: 3/4" = 1'-0" SYM REVISION - UT17 AND H3 SERVER MIGRATION W5723449 BY CASNE APPROVED DATE SYM E555.E 58 ES 3 E555,E 58 E5 3 REVISION 12" FIBER CABLE RUNWAY RADIUS OUTSIDE BEND CHATSWORTH #10723-012 RADIUS INSIDE BEND CHATSWORTH #10724-012 CABLE RETAINING POST CHATSWORTH #10596-706 \ o " 18" COPPER CABLE RUNWAY ELEVATIO\ ADJUSTME\T I\ SCALE: 1-1/2" = 1'-0" 18" POWER CABLE RUNWAY _N RECEPTACLE 30X V SCALE: 3" = 1'-0" BY APPROVED DATE 05.15.18 RADIUS OUTSIDE BEND CHATSWORTH #10723-018 RADIUS INSIDE BEND CHATSWORTH #10724-018 00V H3 r2� E549 E5 3 18" POWER CABLE RUNWAY CABLE RUNWAY CROSS MEMBER RECEPTACLE IN OUTLET BOX JUNCTION BOX MOUNT CHATSWORTH #TS1006073 OU\TI\G 5� 561 E5 3 gl..._mEyrmco PROVIDE CABLE RETAINING POSTS AT TWO FOOT INTERVALS COPPER AND FIBER IN EACH CABLE RUNWAY, AT 9" INTERVALS ON POWER RUNWAY 6" CABLE RETAINING POST CHATSWORTH #10596-706 CA3LE ETAI\i\G PCST vCU\TING DETAIL E561,E 62E5 3 SCALE: NONE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE <\i.\i.\i.\/ 0 W Lu 0 Oo FLOC) 18" WIDE VVV\/\/\/' / / / / TSE\ SCALE: 1-1/2" = 1'-0" DRAWN B. ARZADON DATE 03.20.18 CHECKED ENGINEER TA. YOUNKER 03.20.18 CHECKED D. TOWNSEND APPROVED APPROVED 03.20.18 SUBTITLE TITLE -5/8" SQUARE STRUT SECTIO\ �6� 1E413E5 3 LEGEND GE\EAL \ETES �EFE�E CE NAWI\GS 9-53-S555 9-53-E548 9-53-E549 9-53-E550 9-53-E555 9-53-E558 9-53-E565 9-53-E561 9-53-E564 MISC. SECTIONS AND DETAILS ENLARGED PLAN, SERVER ROOM UT17. ENLARGED PLAN, SERVER ROOM H3. ENLARGED PLAN, SERVER ROOM 12BB4. UT17 ENLARGED 208Y/120V POWER PLAN DEVELOPMENT LAB ENLARGED 208V POWER PLAN NETWORK RACK & CABLE RUNWAY DETAILS PARTIAL 1ST FLOOR NETWORK PLAN NETWORK RACK & CABLE RUNWAY DETAILS CO\S-RUCTIO\ \OTES AT EACH CABLE TRAY RUNWAY SPLICE, DRILL 5/16" HOLES AND PROVIDE A CABLE RUNWAY GROUNDING STRAP (CHATSWORTH #40164-001) TO MAINTAIN GROUNDING CONTINUITY THROUGHOUT THE CABLE RUNWAY SYSTEM. PROVIDE RADIUS BENDS TO ADJUST TRAY HEIGHT IN ROOM H3. PROVIDE CABLE RETAINING POSTS ON ALL CABLE RUNWAYS, SPACE THEM AT 2' INTERVALS ON COPPER AND FIBER RUNWAYS. ON POWER RUNWAYS PLACE THE POSTS ALONGSIDE EACH CROSS MEMBER. PROVIDE JUNCTION BOX MOUNT ATTACHED TO POWER CABLE RUNWAY TO SUPPORT THE RECEPTACLE OUTLET BOXES WITHOUT DRILLING HOLES IN THE RUNWAY. PROVIDE J -HOOKS ON BOTH SIDES OF EXISTING FLOOR TRENCH BETWEEN THE 12BB4 SERVER ROOM AND UT17 SERVER ROOM. SEE STRUCTURAL DRAWINGS FOR CABLE RUNWAY SUPPORT AND ANCHORING DETAILS. D(8- ISSUED FOR PERMIT MAY 15, 2018 NETWORK RACK & CABLE RUNWAY D ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 COL. A-CC/1-6 S RECEIVED CITY OF TUKWILA MAY 2 2 2018 PERMIT CENTER El ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CASNE ENGINEERING, INC. CURRENT REVISION SYMBOL W5723449 E563 DATE 05.15.18 JOB NO. W5723449 COMP NO. DWG NO. 9-53-E563 8\181-040 SH Boe 9-53 Server Migration Phase II\_Drawings\09-053—E564.dwg \BABBAGE\Documents\ES\Projects\ 0 co 12" FIBER CABLE RUNWAY 3" CHANNEL RACK TO RUNWAY MOUNTING PLATE (CHATSWORTH #10595-718) 18" COPPER CABLE RUNWAY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 0 0 0 0 0 0 JUNCTION—SPLICE KIT CHATSWORTH #11302-001 RAISED FLOOR RADIUS OUTSIDE BEND CHATSWORTH #10723-018 18" CABLE RUNWAY CHATSWORTH #11275-018 VERTICAL WALL BRACKET CHATSWORTH #10608-701 FLOOR CAVITY n 0 WALL AT COLUV\ RADIUS OUTSIDE BEND CHATSWORTH #10723-012 FLOOR TRENCH OPENING IN WALL, WITH FIRESTOPPING ADDED AFTER /f CABLES ARE INSTALLED � CA3LE RU\ SCALE: 1-1/2" = 1' - WAY TO TSE\CH TRA\SITION 0- A E 50 E5 4 RADIUS OUTSIDE BEND CHATSWORTH #10723-012 RADIUS OUTSIDE BEND CHATSWORTH #10723-018 0 12" FIBER CABLE RUNWAY 18" COPPER CABLE RUNWAY- 1±1 cp Itta FL00; CAVITY LEGE\J G E\HAL \OTES EFRE\CE D�AWI\GS 9'-53—E548 ENLARGED PLAN, SERVER ROOM UT17 9-53—E550 ENLARGED PLAN, SERVER ROOM 12BB4 o\srucTio\ \OYES PROVIDE TRANSITION FROM CABLE RUNWAYS ABOVE THE RACKS TO DROP THE CABLES INTO THE RAISED FLOOR CAVITY, THEN TO ADJACENT FLOOR TRENCH. AFTER THE CABLES ARE INSTALLED, PROVIDE FIRESTOPPING MATERIALS AT ENTRY AND EXIT TO FLOOR TRENCH. 1900 oissi CA3LE U\WAY TO TRE\CH TRA\SITIO\ SCALE: 1-1/2" =1'-0" E548 E564 ISSUED FOR PERMIT MAY 15,2018 RECEIVED CITY OF TUKWILA MAY 222018 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB NO. 181-040 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE 05.15.18 .ff.E7M m ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. ARZADON DATE SUBTITLE 05.01.18 CHECKED ENGINEER TA. YOUNKER CHECKED D. TOWNSEND APPROVED APPROVED 05.01.18 05.01.18 • - qr� NETWORK RACK & CABLE RUNWAY D TITLE ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION jR,0 BUILDING 9-53 A-CC/1-6 CURRENT REVISION W5723449 SYMBOL E564 DATE 05.15.18 JOB NO. W5723449 COMP NO. DWG NO. 9-53—E564 Migration Phase II\_Drawings\09-053—E565.dwg \BABBAGE\Documents\ES\Projects\18\181-040 SH Boe 9-53 Sery a4 cipN N co ( SWITCHED HOT REGULAR HOT REGULAR NEUTRAL EMERGENCY HOT EMERGENCY NEUTRAL EMERGENCY POWER 0 TEST O SWITCH 0 UTILITY POWER ELCR-6A-01 OD HOT EMERGENCY FIXTURE NEUTRAL EMERGENCY LIGHTING CO\ TYPICAL WIRING DIAGRAv SCALE: NONE 1 FU 5A TROL RELAY A 1E13, 2 13 E5 5 Neutral Wht Hot Blk 277V WATTSTOPPER LMRC-102 A X00 PHOTOCELL j 1-0- -0-1-i 1LT ® 1LT PUSH TO TEST C1-2 EXTERIOR WALL PACKS J°U°U° II Red Yel Lighting Loads (Zone 1) Lighting Loads (Zone 2) LMRJ Series Pre—Terminated Cables or CAT5e. Free Topology --� '�—dc Splitter Acceptable RJ45 (Typical) SWITCH CONFIGURATION BUTTON 1: ZONE 1 ON/OFF BUTTON 2: ZONE 2 ON/OFF LMSW-102—W r—t hi y LMSW-102—W am u rn lid H3 SEWED ROON LIGHTING CONTROL WRING DIAGRAM SCALE: NONE SPARE GE\ERATM LIGHTI\G CONTROL PANEL WIRI\G DIAGAN (F� SCALE: NONE E8 E5 5 1 Neutral Wht Hot Blk 277V 5 WATTSTOPPER LMRC-102 go Jo jo Red Lighting Loads LMRJ Series Pre—Terminated Cables or CAT5e. Free Topology & Splitter Acceptable SWITCH CONFIGURATION BUTTON 1: ALL LOADS ON/OFF LMSW-101—w RJ45 (Typical) u UT17 SEWER SOON LIGHTING CONTROL WIRING DIAGRAM C LMRC-101 3.000 4.000 2.000 Configuration Button Configuration: Red LED SCALE: NONE 1 13 Load Status: Blue LED Load On/Off Button 3.000 LMRC-102 4.000 2.000 Configuration Button Configuration: Red LED Load A Status: Blue LED Load A On/Off Button Load B Status: Blue LED Load B On/Off Button I.MRJ Series Pre—Terminated Cables or CAT5e LMRJ Series Pre—Terminated Cables or CAT5e E5.5 Minimum 0.75 Conduit for Three Cables WATTSTOPPER POWER PACK TYPICAL INSTALLATION D SCALE: NONE NAMEPLATE SCHEDULE ITEM LINE 1 LINE 2 LINE 3 LABEL SIZE LETTER SIZE LETTER COLOR LABEL COLOR LABEL BORDER 1 GENERATOR LIGHTING CONTROL PANEL 8" X 2" 1/2" BLACK WHITE YELLOW 2 THIS PANEL FED FROM SBCC4-4/6 5" X 3" 1/2" BLACK WHITE YELLOW GENERATOR LIGHTING COIN PANEL ELEVATION SCALE: NONE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE CEC 05.15.18 TROL 5 SILL OF v1ATERIALS E5.5 ITEM MFG DESCRIPTION _ QUANTITY 1 SCE 12"x12"x6", NEMA 3R CARBON STEEL ENCLOSURE W/CONT. HINGE SCE-1212CHNF _ 2O SCE 11"x11" PANEL BACKPLANE SCE -12P12 /<6> 0_ — INTERMATIC AUTO K4421M HANDDFEAUTD OALLEN- — — 4 -POLE CONTACTOR, 120VAC COIL / \ RIS \ / 1 5 O ALLEN- BRADLEY NEMA 4X TYPE 3 -POSITION SELECTOR SWITCH 2 N.O., 2 N.C. 800H-JR2B 1 GENERATOR LIGHTING COIN PANEL ELEVATION SCALE: NONE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE CEC 05.15.18 TROL 5 SILL OF v1ATERIALS E5.5 ITEM MFG DESCRIPTION PART # QUANTITY 0 SCE 12"x12"x6", NEMA 3R CARBON STEEL ENCLOSURE W/CONT. HINGE SCE-1212CHNF 1 2O SCE 11"x11" PANEL BACKPLANE SCE -12P12 1 n INTERMATIC 120V PHOTOCELL K4421M 1 OALLEN- BRADLEY 4 -POLE CONTACTOR, 120VAC COIL 100L-C2OND4 1 5 O ALLEN- BRADLEY NEMA 4X TYPE 3 -POSITION SELECTOR SWITCH 2 N.O., 2 N.C. 800H-JR2B 1 OALLEN- BRADLEY NEMA 4X, PUSH-BUTTON LIGHT, RED, FULL VOLTAGE, 120VAC 800H-QRT1OR 1 7O BUSSMAN 5A FUSE, FAST ACTING, CLASS CC LP -CC -5 (5 SPARE) Q� E/NG o'— SCALE: 1/8" = 1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN C. LINDER Neutral Wht Hot Blk 120/230/277 O LMRC-212 Dimming Room Controller II II Red Yel Lighting Load (a) 0 0 0 0 00 00 LMRJ—C8 Coupler DLM Occupancy Sensor 1 Lighting Load (b) LMRJ Series Pre—Terminated Cables or CAT5e. Free Topology & Splitter Acceptable DLM Wall Switch LMSW—Series RJ45_7 (Typical) RJ451 (As Needed) WATTSTOPPER DI vI vI I NG POWER PACK TYPICAL WIRING DIAGRAM E SCALE: NONE 16 DATE SUBTITLE 05.01.18 APPROVED BY DEPT. DATE CHECKED D. TOWNSEND ENGINEER C. LINDER 05.01.18 05.01.18 CHECKED APPROVED APPROVED TITLE E5.5 LECE\D © LIGHTING CONTROL POWER PACK WATTSTOPPER #LMRC-102 1 -BUTTON WALL SWITCH WATTSTOPPER #LMSW-101-W 2 -BUTTON WALL SWITCH WATTSTOPPER #LMSW-102-W EMERGENCY LIGHTING RELAY LSI INDUSTRIES #ELCR-6A-010D $w 2$w EFHE\CE DAWI\GS 9-53-1E13 9-53-2E13 ► 9-53-E8 FIRST FLOOR LIGHTING PLAN SECOND FLOOR LIGHTING PLAN OUTDOOR LIGHTING PLAN �E\PAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CO\STS CTIO\ \CTES FOR WATTSTOPPER STARTUP AND TESTING CONTACT MAURICE DUNN AT SEATAC LIGHTING & CONTROLS [206-271-0100]. PROVIDE LIGHTING CONTROL SYSTEM AS SHOWN. PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE AND FUNCTIONAL SYSTEM. SEE SHEET 9-53-1E13. PROVIDE AND INSTALL EMERGENCY LIGHTING CONTROL RELAY. WIRE AS SHOWN. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS. SEE SHEET 9-53-1E13. PROVIDE AND INSTALL GENERATOR LIGHTING CONTROL PANEL IN LOCATION AS SHOWN ON SHEET 9-53-E8. PROVIDE ALL COMPONENTS FOR A COMPLETE AND FUNCTIONAL SYSTEM AS SHOWN. PROVIDE SUBMITTAL PRIOR TO PURCHASE. b18oIsi RECEIVED an, OF TUKWILA MAY 222018 PERMIT CENTER ISSUED FOR PERMIT MAY 15, 2018 LIGHTING CONTROL DETAILS ELECTRICAL MASTER UT17 AND H3 SERVER MIGRATION BUILDING 9-53 S - psii.,tore AiroppRiliz.115.Aivo CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 CURRENT REVISION W5723449 SYMBOL E565 DATE 05.15.18 E55 JOB NO. COMP NO. DWG NO. 9-53-E565 Migration Phase II\_Drawings\09-053—YDE5XX.dwg 81-040 SH Boe 9-53 Se \BABBAGE\Documents\ES\Projects\ 18\ 480V/30 7 FLA SBCC6/13,15,17 KIDRE 2 480V/30 7 FLA SBCC6/19,21,23 WP,GFI 42c 0 0 i /�I 480V/30 11.2 FLA SBCC6/8,10 12 480V/30 10AF 11..2 FLA 'WP - 6/30 WP,GFI 42c SBCC6/ 5AT 1� 480VJ30_8.1 F A >< ° >< x 15A MOCP Ask© 14,16,18 WP,GFI 42c WP O O � O O � J. Aa 6/30 \2/ -WP O O O O >< B Hgm @69 i /�I 480V/30 11.2 FLA SBCC6/8,10 12 480V/30 10AF 11..2 FLA 'WP - 6/30 WP,GFI 42c SBCC6/ 5AT 1� 480VJ30_8.1 F A >< ° >< x 15A MOCP Ask© 14,16,18 WP,GFI 42c >< >< >< >< 25.21%,29 31,3'3,35 \30AF 30AT rC rC hWlyLN 480V/30 23.8 FLA 30A MOCP ACCU x < x 1,CG 480V/30 23.8 F 30A MOCP ACCU, o XXXXXXX 4 42c WP,GFI >< >< >< >< 1 M3 -8/42c SBCC4-4/1,3 3/4"C, 2#12, #12 CND SBCC6/25, 27, 29, 31, 33,35 1"C, 6#8, #10 GND E\LAGEI PLA\ — WEST CF 9-53 3L�C SCALE: 1/8"= '-0" O CC p 1 8 oIs, REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 E rM ® is/19 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED ENGINEER CHECKED APPROVED APPROVED SUBTITLE TITLE ISSUED FOR PERMIT MAY 15, 2018 ENLARGED PLAN ELECTRICAL MASTER GE\EAL \OTES 1. CONDUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2". ABOVE 2" USE RIGID. STEEL. 2. CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250-57(b) EXCEPTION #1, b OR c (USING TAPE). COLOR CODE AS FOLLOWS: A 0 (LEFT BUS IN PNL) B 0 CENTER BUS IN PNL) C 0 RIGHT BUS IN PNL) NEUTRAL EQUIPMENT GROUND ISOLATED GROUND 208Y/120V 480Y/277V BLACK BROWN RED ORANGE BLUE YELLOW WHITE GRAY GREEN GREEN GRN/YEL* GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. INSTALL NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. PROVIDE #12 AWG INSULATED CONDUCTOR, OR OTHER APPROVED PULLING CABLE, AS A PULL—WIRE IN ALL CONDUITS MORE THAN 5 FEET IN LENGTH. 'EFHE\CE NAWI\GS: 9-53-1E113 PARTIAL 1ST FLOOR 480Y/277V POWER PLAN 9-53—E552 9-53 STANDBY GENERATOR ELEVATIONS (Sc DETAILS C NSTUCTIO\ NOTES: PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, DISCONNECTS, AND ANCILLARY HARDWARE. ROUTE CONDUIT ALONG UTILITY SUPPORT TO BUILDING AND ALONG SIDE OF BUILDING, ABOVE DOORWAYS. SEE DRAWING E552 FOR PENETRATION DETAIL INTO BUILDING 9-53. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, DISCONNECT, AND ANCILLARY HARDWARE. ROUTE CONDUIT ALONG EXISTING UTILITY SUPPORT BRIDGE, FOLLOWING SAME PATHWAY AS EXISTING CIRCUITS. PROVIDE AND INSTALL WP, GFI, 5-20R DUPLEX RECEPTACLE 48" AFF. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE ALONG SIDE OF BUILDING, ABOVE DOORWAYS. 10 kiffi REL CITY 0 T tJ �— —I EXITING Bh.DG 9 3 MAY 2 2' 2018 PERMIT cr., oEY,• iu-SPLAN -- —r— E CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 PERMI AAN APP•. AN UT17 AND H3 SERVER MIGRATION QUIRED BUILDING 9-53 COL. co -7 CURRENT REVISION W5723449 DEV. CENTER. WA SYMBOL YDE5XX JOB NO W5723449 DATE 05.15.18 COMP NO. DWG NO. 9-53—YDE5XX B Hgm @69 r3-� -a tgEll 0 r..1 _=_a==__� _=- -a l-� - f_�_ z- �� - _ _ _ Erelmw- S _ .-- a- i g•-1, >< >< >< >< 25.21%,29 31,3'3,35 \30AF 30AT rC rC hWlyLN 480V/30 23.8 FLA 30A MOCP ACCU x < x 1,CG 480V/30 23.8 F 30A MOCP ACCU, o XXXXXXX 4 42c WP,GFI >< >< >< >< 1 M3 -8/42c SBCC4-4/1,3 3/4"C, 2#12, #12 CND SBCC6/25, 27, 29, 31, 33,35 1"C, 6#8, #10 GND E\LAGEI PLA\ — WEST CF 9-53 3L�C SCALE: 1/8"= '-0" O CC p 1 8 oIs, REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UT17 AND H3 SERVER MIGRATION W5723449 CASNE WS 05.15.18 E rM ® is/19 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED ENGINEER CHECKED APPROVED APPROVED SUBTITLE TITLE ISSUED FOR PERMIT MAY 15, 2018 ENLARGED PLAN ELECTRICAL MASTER GE\EAL \OTES 1. CONDUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2". ABOVE 2" USE RIGID. STEEL. 2. CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250-57(b) EXCEPTION #1, b OR c (USING TAPE). COLOR CODE AS FOLLOWS: A 0 (LEFT BUS IN PNL) B 0 CENTER BUS IN PNL) C 0 RIGHT BUS IN PNL) NEUTRAL EQUIPMENT GROUND ISOLATED GROUND 208Y/120V 480Y/277V BLACK BROWN RED ORANGE BLUE YELLOW WHITE GRAY GREEN GREEN GRN/YEL* GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. INSTALL NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. PROVIDE #12 AWG INSULATED CONDUCTOR, OR OTHER APPROVED PULLING CABLE, AS A PULL—WIRE IN ALL CONDUITS MORE THAN 5 FEET IN LENGTH. 'EFHE\CE NAWI\GS: 9-53-1E113 PARTIAL 1ST FLOOR 480Y/277V POWER PLAN 9-53—E552 9-53 STANDBY GENERATOR ELEVATIONS (Sc DETAILS C NSTUCTIO\ NOTES: PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, DISCONNECTS, AND ANCILLARY HARDWARE. ROUTE CONDUIT ALONG UTILITY SUPPORT TO BUILDING AND ALONG SIDE OF BUILDING, ABOVE DOORWAYS. SEE DRAWING E552 FOR PENETRATION DETAIL INTO BUILDING 9-53. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, DISCONNECT, AND ANCILLARY HARDWARE. ROUTE CONDUIT ALONG EXISTING UTILITY SUPPORT BRIDGE, FOLLOWING SAME PATHWAY AS EXISTING CIRCUITS. PROVIDE AND INSTALL WP, GFI, 5-20R DUPLEX RECEPTACLE 48" AFF. PROVIDE AND INSTALL 600V CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE ALONG SIDE OF BUILDING, ABOVE DOORWAYS. 10 kiffi REL CITY 0 T tJ �— —I EXITING Bh.DG 9 3 MAY 2 2' 2018 PERMIT cr., oEY,• iu-SPLAN -- —r— E CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-040 PERMI AAN APP•. AN UT17 AND H3 SERVER MIGRATION QUIRED BUILDING 9-53 COL. co -7 CURRENT REVISION W5723449 DEV. CENTER. WA SYMBOL YDE5XX JOB NO W5723449 DATE 05.15.18 COMP NO. DWG NO. 9-53—YDE5XX