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Permit D19-0192 - EDGECONNEX - TENANT IMPROVEMENT
EDGECONNEX 3425 S 116TH ST 133 Apn: 1023049043 FINALED 04/30/2021 D19-0192 Parcel No: Address: 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 1023049043 3425 S 116TH ST 133 Project Name: EDGECONNEX DEVELOPMENT PERMIT Permit Number: D19-0192 Issue Date: 10/16/2019 Permit Expires On: 4/13/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: EPROPERTY TAX INC DEPT 207 PO BOX 4900 , SCOTTSDALE, TX, 85261 PAUL WICOFF 10400 RODGERS ROAD, HOUTON, TX, 77070 BURR COMPUTER ENVIRONMENTS INC 10400 RODGERS ROAD , HOUSTON, TX, 77070 BURRCEI005PP EDGECONNEX 2201 COOPERATIVE WAY - SUITE 400 , HERNDON, VA, 20170 Phone: (617) 939-1661 Phone: (281) 374-8644 Expiration Date: 8/18/2021 DESCRIPTION OF WORK: DEMOLITION OF EXISTING INTERIOR WALLS AND CONSTRUCTION OF NEW INTERIOR NON -BEARING WALLS FOR TENANT IMPROVEMENT TO CONVERT SPACE INTO DATA HALL WITH RAISED ACCESS FLOOR AND ELECTRICAL ROOM AREA. INSTALLATION OF CONDENSERS FOR DX HEAT REJECTION ON ROOF AND ON GRADE. INSTALLATION OF NEW GRADE MOUNTED ELECTRICAL GEAR, INCLUDING STAND-BY GENERATORS WITH (4) 3000 GALLON ABOVE GROUND FUEL STORAGE TANKS. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, LAND ALTRITING, STORM DRAINAGE CBs MODIFICATIONS. Project Valuation: $750,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $20,182.00 Occupancy per IBC: B Water District: TUKWILA Sewer District: VALLEY VIEW 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: 015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical [ode: VYA[2964GB: WA State Energy Code: ZOD 2017 2017 2015 Public Works Activities: [hanneUzatiun/Shpin& [urbCut/Acceo/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveobeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut 350 Fill: 200 Number D Permit Center Authorized Signature: 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 orlocal laws regulating construction urtheperfonnanceofwmrk. |amauthorized tnsign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: - �� Print Name: wc���^r��w' ~r^^^ Date: This permit shall become null and void if the work isnot commenced within 180days for the date ofissuance, orif the work is suspended orabandoned for aperiod of1DOdays from the last inspection. PERMIT CONDITIONS: 1: Work shall beinstalled inaccordance wbhtheappnmedcuns mcdondocuments,ondanydhangesmade during construction that are not inaccordance with the approved construction documentzshaUbe resubmitted for approval. 2: 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. S: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASC[7, Chapter13. 4: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall belaterally braced tothe building structure. Such bracing shall heindependent ofany ceiling splay bracing. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. / \ ti / 22: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 23: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 24: Any material spilled onto any street shall be cleaned up immediately. 25: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 26: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 27: The Land Altering Permit Fee is based upon an estimated 350 cubic yards of cut and 200 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 28: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 29: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 30: Pre -construction storm drainage patterns shall be met during and after construction. 34: 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) 31: 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) 32: 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) 33: 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) 35: 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) 36: 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) 37: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 38: 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) I 6: 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 inthe State cfWashington. Periodic special inspection isrequired during anchorage ufstorage racks 8feet urgreater inheight. 7: 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 onsatisfactory completion ofthis requirement. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: VALIDITY 0FPERMIT: 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 urother ordinances ufthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. IO: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, TaWel7U5.3. ll: The special inspection ofbolts tnbeinstalled imconcrete prior toand during placement nfconcrete. 12: 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 tothe Building Official in atimely manner. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given inthe soils report. Special inspection isrequired. 14: Structural Observations inaccordance with |.B.C. Section 17O9isrequired, Atthe conclusion ofthe work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 15: ~*~PU8UCWORKS PERMIT [OND|T0N5**~ 16: Call to schedule mandatory pre -construction meeting with Mr. Scott Moore, Public Works Inspector, (206) 433'D179. Prior tofinal Public Works sign -off adomestic water Reduced Pressure Principle (RPPA) shall be installed outside the building. Either a revision, or separate Public Works permit or bond is required. Per letter from CBRE Inc., agent for the landlord in case the storm drain pipe fails under the proposed pad, the failed storm drain pipes will be rerouted or transformer pads will be removed temporarily for pipe repair by the owner. 17: Schedule and attend a Preconstruction Meeting with the Public Works Department prior to start of work under this permit, Toschedule, call Public Works at(ZOO)433'0l79. 18: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion ofwork atleast 24hours inadvance. All inspection requests for utility work must also be made 24hours inadvance. 19: Prior toconstruction, all utilities inthe vicinity shall befield located. NOTE: For City ofTukwila utility locates, call 8llo,l'8OU~4Z4-5S55. 20: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:0Op.m.and weekends. 21: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector, 39: 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) 40: 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 Tess 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) 41: 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) 42: 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) 46: 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) 44: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 43: 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). 47: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 48: 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) 49: 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) 50: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 51: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 52: 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. 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 53: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 54: 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 5190 BACKFLOW - WATER 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 1400 FIRE FINAL 0409 FRAMING 5040 LAND ALTERING 0502 LATH/GYPSUM BOARD 1800 MECHANICAL FINAL 5230 PAVING AND RESTORE 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 5090 STORM DRAINAGE 0406 SUSPENDED CEILING CITY OF TUKJA. Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCAT1ON Site Address: 3425 S 116th St. Tukwila, WA 98168 Tenant Name: EdgeConneX King Co Assessor's Tax No.: 38-3899305 Suite Number: 133 PROPERTY OWNER Name: RReef America Reit II Corp. MMMM7 WA Address: 3425 S 116th St. City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Paul Wicoff Address: 10400 Rodgers Road City: Houston State: TX Zip: 77070 Phone: (617) 939-1661 Fax: Email: paul.wicoff@bcei.com CONTRACTOR INFORMATION _GENERAL Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Floor: 1 New Tenant: 0 Yes ARCHITECT OF RECORD Company Name: Gensler Architect Name: Chad H. Yoshinobu Address: 1200 6th Avenue City: Seattle State: WA Zip: 98101 Phone: (206) 654-2100 Fax: Email: chad_yoshinobu@gensler.com ENGINEER OF RECORD Company Name: Burr Computer Environments, Inc. Engineer Name: Greg Sawyer Address: 10400 Rodgers Road City: Houston State: TX Zip: 77070 Phone: (713) 502-8169 Fax: Email: greg.sawyer@bcei.com LENDER/BOND ISSUED(required for projects $5,000 or greater per RCW 19.27.095) Name: NA eY Address: 2/2..0 Coop-, 7.—/vf*4'crt City: p r.4241/4426,..70 State: V4Zip: rit H: ,Applications`Forms-Applications On Line.2011 ApplicationsTerniit Application Revised • t3.9-11.docs Revised: August 2011 bb Page 1 of 4 BUILDING PERMIT INFORMATION O6-431-3670 l 1 Valuation of Project (contractor's bid price): $ 750,000 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Demolition of existing interior walls and construction of new interior non -bearing walls for tenant improvement to convert space into data hall with raised access floor and electrical room area. Installation of condensers for dx heat rejection on roof and on grade. Installation of new grade mounted electrical gear, including stand-by generators with (4) 3000 gallon above ground fuel storage tanks. Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 45,668 14,175 0 0 IIIB B 2"d Floor 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 ® Automatic Fire Alarm ❑ .,.....None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 1I" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications'Forms-Applications On Line 2011 Applications\Permit Application Revised - 8-9- 11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO(K "&TION — 2 -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 0...Water District #I25 0 ...Water Availability Provided Sewer District El ...Tukwila EJ ..,Sewer Use Certificate ... Valley View 0... Sewer Availability Provided 0 .. Highline 0 .. Renton 0 Renton 0 .. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") g ...Technical Information Report (Storm Drainage) El ...Bond 0 Insurance 0 Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance WI ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way Geotechnical Report 0 .. Maintenance Agreement(s) ... Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ... Hold Harmless — (ROW) O .. Right-of-way Use - Profit for less than 72 hours O .. Right-of-way Use — Potential Disturbance ...Total Cut 275 cubic yards 0 Work in Flood Zone WI ...Total Fill 200 cubic yards 0 .. Storm Drainage o ...Sanitary Side Sewer WI ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control o ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter o ...Temporary Water Meter El ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 0 ...Water Main Extension Public CI 0 .. Abandon Septic Tank 0 .. Curb Cut Pavement Cut 0 Looped Fire Line I I WO # WO # WO # Private 0 Private 0 .. Grease Interceptor Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:`Applieations'Forms-Applications On Line.2011 Applications Perrnit Application Revised • 8-9- 11,doex Revised: August 2011 bh Page 3 of 4 PERMLT 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 0W1! AU4IORlZ. AGENT: Signature: Print Name: Paul Wicoff Mailing Address: 10400 Rodgers Road Date: 06/03/2019 Day Telephone: (617) 939-1661 Houston TX 77070 City State Zip HApplication.fforms-Applications On Line 2011 ApplicetionsWermit Application Revised - 8-9-11,docx Revised: August 201 bh Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID - , - PermitTRAK $72.10 D19-0192 Address: 3425 S 116TH ST 133 Apn: 1023049043 $72.10 Credit Card Fee $2.10 Credit Card Fee DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20367 R000.369.908.00.00 R000.345.830.00.08 0.00 1.00 $2.10 $70.00 $70.00 $72..10 Date Paid: Monday, March 09, 2020 Paid By: STEVEN CROSDIDIER Pay Method: CREDIT CARD OBB83A Printed: Monday, March 09, 2020 10:33 AM 1 of 1 SYSTEMS CO TUKNIL4 ETR4KIT 5200 SOUTH[ENTER WLVD TUKWIL4' WA 98I88 206'433'1870 CITY OF TUKWIU\ 0017340000802374464500 Date: 03/09/2020 10:33:21 AM MASTERCARD CARD NUMBER: TKAN AMOUNT: APPROVAL [D: RECORD #: [Lsnx D>: X CREDIT CARD SALE ~****w***1473 K $72.10 0BB83A 080 sli,a (CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWIL4 ETRAKIT 5200 SOUTH[ENTEK BLVD TVKWILA, W8 98188 206'433-I870 CITY OF TUKwILx Date: 03/09/2020 10:33:21 4M CREDIT [AN} SALE MASTERCARD CARD NUMBER: ***++*****I473 K TRAm AMOUNT: $72.10 APPROVAL [D: 0RB83A RECORD #: 000 CLERK ID: slisa Thank you! Customer Copy N Cash Register Receipt City of Tukwi.1. R18830 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $15,636.48 D19-0192 Address: 3425 S 116TH ST 133 Apn: 1023049043 $15,636.48 DEVELOPMENT $14,71843 PERMIT FEE R000.322.100.00.00 0.00 $6,789.43 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $3,952.00 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $3,952.00 PUBLIC WORKS $376.50 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $37.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $89.50 TECHNOLOGY FEE $541.55 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18830 R000.322.900.04.00 0.00 $541.55 $15,636.48 Date Paid: Wednesday, October 16, 2019 Paid By: BURR COMPUTER ENVIRONMENTS INC Pay Method: CHECK 47472 Printed: Wednesday, October 16, 2019 10:47 AM 1 of 1 YSTEMS Receipt Number DESCRIPTIONS , PermitTRAK ACCOUNT QUANTITY PAID $4,545.52 D19-0192 Address: 3425 S 116TH ST 133 Apn: 1023049043 $4,545.52 Credit Card Fee $132.39 Credit Card Fee R000 369,908.00.00 0.00 $132.39 DEVELOPMENT $4,413.13 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17884 R000 345.830.00.00 0.00 $4,413.13 $4,545.52 Date Paid: Thursday, June 13, 2019 Paid By: MARK FINNEY Pay Method: CREDIT CARD 07149D Printed: Thursday, June 13, 2019 10:44 AM 1 of 1 CO TUKWILA ETRAKIT 6288 SOUTH[ENTER DLVU TUKWIL4' WA 90188 286'433'1870 CITY OF TVKWILu Date: 06/13/2019 10;44:13 AM CREDIT CARD SALE VISA CARD NUMBER: *******°**5085 K TRAN AMOUNT: $4'545.52 APPROVAL [D: 87149D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $12 864.32 D19-0192 Address: 3425 S 116TFI ST 13Apn: 1023049043 2 864.32 DEVELOPMENT $12,552.26 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $6,241.13 PW CONSTRUCTION PLAN REVIEW R000.322.100.00.13 0.00 6,241.13 ADDITIONAL PLAN REVIEW R000.345.830.00.0 1.00 70.00 TECHNOLOGY FEE TECHNOLOGY FEE R000.322.900.04.00 0.00 $312.06 $312.06 TOTAL FEES PAID BY RECEIPT: R21067 $12,864.32 Date Paid: Tuesday, July 07, 2020 Paid By: BURR COMPUTER ENVIRONMENTS INC Pay Method: CHECK 10546 Printed: Tuesday, July 07, 2020 9:04 AM 1 of 1 / 11 Permit Number: D19-0192 Applied: 6/13/2019 Approved: 10/2/2019 Issued: 10/16/2019 Finaled: 4/30/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: EDGECONNEX Site Address: 3425 5 116TH ST 133 City, State Zip Code:TUKWILA, WA98168 Applicant: EDGECONNEX Owner: EPROPERTY TAX INC DEPT 207 Contractor: BURR COMPUTER ENVIRONMENTS INC DEMOLITION OF EXISTING INTERIOR WALLS AND CONSTRUCTION OF NEW INTERIOR NON -BEARING WALLS FOR TENANT IMPROVEMENT TO CONVERT SPACE INTO DATA HALL WITH RAISED ACCESS FLOOR AND ELECTRICAL ROOM AREA. INSTALLATION OF CONDENSERS FOR DX HEAT REJECTION ON ROOF AND ON GRADE. INSTALLATION OF NEW GRADE MOUNTED ELECTRICAL GEAR, INCLUDING STAND-BY GENERATORS WITH (4) 3000 GALLON ABOVE GROUND FUEL STORAGE TANKS. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, LAND ALTERING, STORM DRAINAGE CBs MODIFICATIONS. REV #2 AFTER PERMIT WAS ISSED (SHEET C2.0) COVERS INSTALLATION OF SCL CONDUIT IN THE RIGHT OF WAY AND ON PRIVATE PROPERTY. ffizec INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS MECHANICAL FINAL Bill Centen Notes: SI-MASONRY Bill Centen Notes: SPRINKLERS Ben Hayman I I Notes: SPRINKLER COVER Ben Hayman Notes: FIRE ALARM Ben Hayman Notes: FIRE FINAL Ben Hayman I I Notes: EMERGENCY LIGHTING Brian Lucero Notes: Printed: Wednesday, 06 October, 2021 1 of 6 ii SUPER ION BACKFLOW - WATER Scott Moore Notes: RPPA INSTALLATION UNDER PW19-0133 STORM DRAINAGE Scott Moore Notes: EROSION MEASURES FNL Scott Moore Notes: LAND ALTERING Scott Moore Notes: PAVING AND RESTORE Scott Moore Notes: PUBLIC WORKS FINAL Scott Moore Notes: 1/14/2020 1/15/2020 FRAMING Lee Sipe PARTIAL APPROVAL Notes: P/A OK - (58) 4 X 4 LSL under roof for roof equipment. 1/31/2020 AM 1/31/2020 FRAMING Lee Sipe PARTIAL APPROVAL S.I. Epoxy not Framing Notes: Epoxy reinforcing for CMU infill. Grid A/1-7 2/4/2020 2/4/2020 SI-MASONRY Darrin Graham PARTIAL APPROVAL #3 Notes: P/A CMU infill, Grid line A/1-6, 2nd lift. Detail 9/S3.0, 10/5.0, sheet 3.0. Pending Special inspection report, review and approval. 2/4/2020 2/4/2020 PUBLIC WORKS PRE -CON Eric Pritchard APPROVED Notes: Meet with David Moore, subcontractor for Burr: 206-799-3184. Preconstruction meeting conducted on site with David Moore. OK to proceed. Printed: Wednesday, 06 October, 2021 2 of 6 r4 SUPERION Permik�^��8���� ��� ����*� t ""~�� "''°"����~~~°.�~~~r City of Tukwila ��0o ���n EROSION[ xxsxsVnsS �M��� PARTIAL A*pnovAL Notes: Catch basin filter socks and straw wattle already inplace. Contractor mreview TBcplans, not only tocomply with plans, but for potential additional hest management practices needed due tvweather conditions. u$/zV�V Z/�/ZVZV xx �|'ASONRY Dar,|nGraham PARTIAL#4 xrpRDYAL Notes: p/A Te,,ap^nSpecial Inspector present. Doweling in progress, pending Special Inspection report/review and approval. z/s/ ozo - 5|'�4��NRY �a,rin6,aham PARTIAL xppn0vwL Notes: mu approved Doweling complete, top course, bending. special inspection report review and approved. z/zo/ ozn xxx - z/zn/znzo �uspsmuco CEILING Lee Sipe n«xT|�� APPROVAL 124650 Notes: P/A OK frame wall Grid a.s e.S/A.s 2/12/2 a/za/zoao cEROSIONmzn MEASURES Eric Pritchard xppnuvco Notes: Erosion measures or install per King County surface water manual: catch basin socks, Straw wattle and covered stockpiles, with a sweeper on site and dcwv»crinninto four large holding tanks. uxu,proceed. z/zo/aozo AM 2/18/2020 uo�xo LATH -GYPSUM o^r'i»Graham PARTIAL APPROVAL s*z*«u Notes: 2/18/2020'us l.South side room 137Gw8attachment and head ofwall fireomppino'approved 1.Insulation atCorridor 1enothside ' approved for cover 2/2V2020 AM 2/19/2020 LATH -GYPSUM ooxno oa,rinG,aham PARTIAL _ AppnovxL #O mvtc,: l. Approved- mechanical room wySouth wall svvaattachment. z.Approved- Room #zyosWeattachment South wall. 2/20/2020 2/20/2020 WALL LA oa,r|ns,axam p4xT|ALw | | APPROVAL w9 Notes: Vapor Barrier ,vonuy8w. wan. Fire caulking head nfwall room z3O. Printed: Wednesday, O6October, 3VZl 2/21/2020 AM 2/21/2020 LATH _GYPSUM BOARD Lee Sipe PARTIAL APPROVAL #10 Notes: P/A Approved: 1. South side GWB festening wall grid C.4/01-07 Mech. room 139 2.OK to cover walls grid A & A.3/01-07 2/25/2020 2/25/2020 FRAMING Darrin Graham PARTIAL APPROVAL Notes: *Room 36 north and South wall grid Lines C.5 - A.9 and 1- 6 line - These areas are approved 2/25/2020 AM 2/24/2020 SUSPENDED CEILING Darrin Graham NOT APPROVED 45707 Notes: not ready Called no answer, reschedule inspection. 2/25/2020 2/25/2020 LATHGYPSUM _ BOARD Darrin Graham PARTIAL APPROVAL Notes: *A.5 - 3,6 line *North wall 141 *North wall 138 A line 1- 6 *West wall 1451, 142 2/26/2020 AM 2/26/2020 LATH GYPSUM BOARD Lee Sipe CANCELLED 262965 Notes: 3/4/2020 3/4/2020 LATH —GYPSUM BOARD Darrin Graham PARTIAL APPROVAL #12 Notes: P/A Approved GWB attachment. North wall 135 East wall 138-140 North & South walls of 136 Hat channel East wall 136 3/4/2020 3/4/2020 LATHGYPSUM BOARD Darrin Graham PARTIAL APPROVAL #13 Notes: JIM 206-227-5836 JIM 206-227-5836 P/A Concrete slab 5/S 3.0 room 138, Electrical equipment pads, Pending Special inspection report. Printed: Wednesday, 06 October, 2021 4 of 6 i4 SUPERION 3/10/2020 AM 3/24/2020 FRAMING Darrin Graham PARTIAL APPROVAL #14 Notes: P/A approved: A.01/01-06 and A3/01-05 room 138 UPS 3 Mechanical house keeping pads Per S.I. report. 3/26/2020 AM 3/26/2020 FRAMING Lee Sipe PARTIAL APPROVAL 593414 Notes: P/A Approved: Equipment pads #8, #9, #10, #11 4/2/2020 AM 4/2/2020 FRAMING Lee Sipe PARTIAL APPROVAL 503146 Notes: P/A Approved: 1. Concrete reinforcing at equipment pads 1-6. 2. Framed wall & several infills, Grid C.9/2-7 4/7/2020 AM 4/8/2020 FRAMING Lee Sipe PARTIAL APPROVAL 424153 Notes: P/A Approved ok to cover: SE wall room 139, NW wall room 140. 4/13/2020 AM 4/14/2020 FRAMING Lee Sipe PARTIAL APPROVAL #18 Notes: Grid C.5/2-6, South side of wall. 7/9/2020 AM 7/9/2020 FRAMING Lee Sipe PARTIAL APPROVAL 353512 Notes: P/A Partial frame & fire wall at grid B.5/1.1 7/15/2020 AM 7/16/2020 FRAMING Lee Sipe APPROVED 531009 Framing completion Notes: 7/21/2020 AM 7/21/2020 LATH GYPSUM _ BOARD Lee Sipe APPROVED 22760 Notes: Printed: Wednesday, 06 October, 2021 5 of 6 5UPER ON 8/24/2020 AM 8/24/2020 SUSPENDED CEILING Lee Sipe APPROVED 24164 Notes: 4/30/2021 AM 4/30/2021 BUILDING FINAL** Darrin Graham APPROVED 7854245452 Notes: Printed: Wednesday, 06 October, 2021 6 of 6 r1 SUPERION ORM -Obtain o permit to trench in public right-of-way from the City of Tukwila ot (206) 433-0179. -Cell 1-800-424-5555, two business Boys in advance of ony digging so that underground utilities con be located and marked. -Install conduits and equipment at elevations that will prevent woter from entering Customer's buildings. City Light facilities located el different elevations permit water to flow through conduits cod vaults. It is customers responsibility to ensue that the conduits and service termination lacilily will not discharge water into their building. -Installations that differ from specifications must be corrected & may cause additional project cost and/or delays. -Provide adequate Cily Light vehicular (truck) access to the customer 27 NV Primary metering cabinet oil limes for installation and service of electricol equipments. EONEII#IC11a11 MATERIALS Use only SCL approved manufacturers. Call Delano Johnson, Electric Service Engineer at (206) 727-8785, in oceonce of purchasing/installing construction materials 1. Conduits - Reler to SCL Material Standard 7015.05 2. Galvanized Steel Conduit Bends - Refer to SCL Moleial Standard 7050.05 3. 7150.00 (FTB) for o list of approved manufactures. MSPECR8R SCL must inspect power facility installations and back -fill molerial. Inspection will not be mode unless shoring of excavation complies with WAC 296-155 Pod N. 'Excavation, Trenching, and Shoring." Please call to Del Johnson, al (206) 727-8785, Iwo business days In advance to schedule lied Inspection with SCL CieI Inspector to set or constructing PMH Switch Pad, to set or constructing Customer Owned 5NR:chgear, to install primary conduits before covering, and to back -till moleriol before covering. Note: Coll Del Johnson for approval of bock -fill materials in advance of purchasing. CO4WT 0EANINO Use construction guideline U2-11,40. Glean and mandrel the conduits. Install puling lines and rno king tope. The Cily light inspector must inspect the mandreling ot conduits oiler the trench has been covered. MOO PRSPEC11011 Coll Del Johnson, Electric Service Engineer (206) 721-8785, two business boys in adwnce to schedule inspection with SCL Dectrcal Inspector for grounding installation. Grounding inslollotion must be tested and approved prior la acceptance of service, NPORTANTNDTES: Cal; Del Johnson, Electric Service Engineer (206) 727-8785, to hove existing energized 26kV cables removed before intercepting and extending the existing High-Volloge conduits of the indicated locations os shown in the plan" [0,)>-Intercept existing (1) 4° High Village conduit where shown at the intercepting locotion and stub (1) 4° spore conduit as shown on the pion Extend (2) 4" o0n060s into new pad -mounted switch (PAD652) comportment A per SCL const. std 0222.02 & 0214,00, and per SCL material stet 7015.05 & 1050.05 as shown In the plan. -Stub (1) 4" conduit at the intercepting location where shown in sketch. 2>-Intercept existing (1) 4° High Voltage conduit where shown al the intercepting lacolian and stub (1) 4' spare conduit us shown on the pion. Extend (2) 4° conduits into new pad -mounted switch (PAD652) compartment B per SCL coast. stet 0222,02 & 0211,0C, and per SCL molerol std, 7015.05 & 10502 os shown in the pion. -Stub (1) 4` conduit at the intercepting location where shown in sketch. PRDIARY(Hlgh Voltage) CONDUITS CONDUIT, STRAIGHT SECTION: -Use Cily light approved conduit manufacturers only. -Install primary conduits per SCL construction standards 0214.00, 0222.02, 0226.06 & material Standard, 7015.05. -AIL primary conduits located in public right-ol-way, easement and on private property must have o minimum 3 feel of cover. N01 No conduit installation of directional booting is allowed, -NI primary conduits must be encased in red -dyed high strength FIB (Natl. std 7150,00) within 3 Inches of conduits per SCL construction standards 0222,02, & 0226.06. -Trench backfill for primary service ductbonk shall be non -dyed controlled density lit (COE) es described in SCL construction standards 0222,02 (item 10), and as per moteriol slondard 1150.30 for CDF specification. CONDUIT, BENDS: -A maximum degree bends and radius ore hosed on what is shown in the sketch between otters points including conduits between Set vault odd bereoth incoming compartment of customers primary melerina cabinet, -A maximum degree bend radios of the base of new SCL swilchgear pad(P40652) & c slomer owned primary switched shall be a miniumu al 48-Inches. -NI bends shall be rigid go6anized steel bends per molerial stondord 7050.05 Ls 8 LOCA7(ON: Peran000151010724S0 for transformer pod, primary metering cabinet must be a minimum of: -10 feet from existing concrete harrier if cabinet's door is facing concrete barrier. -4 feel from exietng concrete barrier if cabinet's door is rot lacing concrete barrier. -10 feet from combustible structures -7 feet from non-combustible conductive (metal) structures, -3 feet from con -combustible non-conductive structures & combustibe non-conductive structures That hove 3-hour fire protection retina. -Must be a minimum of 10-feet from primary metering cabinet to customer's switch. -Mast be a minimum of 4-leer of dear space on sides of cabinet that do not hove conduit -opening or do nol hove doors. -Conduit-opening side of cabinet must be 10-feel from structures. "Mot rave a moimum d MAW alunobstoded *Mmpde man inflit afalfrah*tit cos canduhapen Ina or M front of doors )Sxihhge5r secfim) Ia SCL aew's wntng.space. S PPoSNftY MIEIEPoN9 COMP: rn I - The customer's service voltage will be nominal 26A0, three-phase. The swilchgear must contain three buses far primary and a fourth bus neutral. -customers primary metering cabinet which is built for construction based on customers last submittal Melel-Enclosed swilchgear diming and SCLis comments, as per construction std. 1562,05, EUSERC 400, 401, 404, 407, 408, 414, 416 dt 418. -Foundations, footings, structures, tanks, prying, etc. ore not allowed under footprint of the primary metering cabinet. -Customer shall subrnll two copies of customer's relay protection system, that must coordinate with SCL's circuit breakers of 26.40 feeders at south substation, for review by SCL relay engineer. GACCEIIQ Provide city light (ruck access to the cabinet al all times for tnslaiNlion and service al electrical equipment. SMlICHREW PAR -Provide and install one 84"(111) BY 18,5`(L) prefabricated (Oldcastic Precast Co or other City Light approved manufactures) or col in Abet four compartment pod -mounted swilchgeor pod(PAD652) in accordance with Cily light Construction sloodord UIO-5.2. Locate and install as indicated an SITE -PLAN and FOUR COMPARTMENT PAD -DETAIL (See sheet 2 of 2) - Foundations, footings, structures, tanks, piping, etc., ore not allowed under the footprints of the pod and grounding grid. - Provide access to the pod for loslallolion and service of electrical equipment of all limes, AWAOPOSFB -tiler the pod -mounted swilchgear has been set, install two or three guard posts 4 inches diameter 6 8' long rigid steel guard post oldcoslle precast or other SCL approved manufacturers. See sketch. GAOl1DOie 5/8' x 8' coppercbd steel grounding rod (1YR of 4) near t comer of the Pod. Ref: Mon std 6762.25. -Install 2/0 bore copper conductor Ref: SCL Nat'l std. 6103.90 -Exothermic Banding (Cadwela or other SCL-approved) only under paved areas. -Band exothermically the new pad grounding wire with existing Transformer pad grounding system. REFDIEN[ES -Construction Standards: 92-11.3, U2-11.40, U10-5.2, 0801.02, 0222.02, 0214.00, 0224.05, 0725.05, 1552.05 - USERC: 400, a01, 404, 407, 408, 414, 416 & 418. -Material Standards: 7015.05, 7050.05, 7150.00, 7150.30 & 616216 (4) 22 I/2"o 213' ()pars, V ACC RISER 4,250 6,1 lie 4 COMPAR /1 T SWITCHGEAR PA 1' Dia, Hole Ty t4I 4 %It AD652) THE INSTRUCTIONS GIVEN IN THIS DRAWING ARE AN INTEGRAL PART OF THE ATTACHED LETTER. DO NOT SEPARATE THE DOCUMENTS, 116IH ST (SVEIC1h4 J0NC11011-1) SCL CREW INTERCEPS DST 1-4' Pd CONDUIT & STUB' 1-4' PRI c0N00:T NEW 2-(PVC ID PAN (COMPARTNEN0 B) 43* 2.41PVC TO PAD652 ((h0I9AR0YENf D) (NEW) 2-4' PVC 10 C OWNED SK/IGER 45'J2'4 I 45',12R No W P810�) l00 2-4' MP) SOI-40 Pa 51440 PW626 10'd.1,1 SNI0NCDR P Aw451 + NM NS 4n MR r ny5yexq LNGAINC1DN-2) Ka INTERCEPTS DST I-4' PR)t Ilk k STUBS 1.4' PRI CONDUIT DIS0M*G I-4'PVC TO BE ABADONE7 CMLSREPLAN � 1 Sthttle pry Light MOUE NW mulix1M 16 652 ifA) m 652 ) PP0647 W'EN 01S1DMER OWN INSIW EION COI 400010 Nr 6 W DIG Sw11010EAR BUOY POP ENERCI4L 2-4 P �r CC*OU0 ICDE ED Si i5rENCED IC NE4 REPASTPRIMO METERS SER1ACE cant! ODECHOPERMANENT 5(45 1 AT PAD541 COMPIETEEY MOPED I 1 7. DON2-4' PRO CONDO': DSO MI OF 14E INgRCEP1144 POINT 10 D611NC,2646 WILL BE ME -USED FOR HD N1 PRIG 'CORKSRCE Al 3425 5 161H ST BIDG 4, DOSING 2-4' PRI COWS S0U1N OF THE INTERCEPTION MrTO Et ABA0pVEO IS READY, EX54IN6 2500144 PAo-4OUNIED BE RECLWMEO TV UG-E CREW dataMum of olha 444m4m5M iENha an mrn',1 to nds&Iss n the puh r to appdabe WrellrgIOn Sldc Me'nsl acre imm uli66q, Ca ad eala maize0 4w wslcma musk mot ma ma iro{a mq1 imm 50. 055469r is res+kes Np1N CUSTOMER CIVIL CONSIRUC110N DRAWING OsoAuIDDERgmceWg 1PRIMARY AW1C7UGP'�) MmsaNq wwal CONSTRUMN NOES ww3425S116THSTTUKWILA wevwrxw;gnwwNwa (EDGECONNEXDATA CENTER) nww RAMO 1001104 @p*fro over lag SR#1g04412 TUKWILA umgd IMv.q Io 11 4 01101- VOW SR 11,!!!..". 8*0 S W FRONT SIDE SWICHGEAR PAD 0/80316 MOOD EXONERK 80.0 (11101. OF IT 6E0611101103340060 PAD 096 iifiat W WM, Mad 040433 WO MIK TRW 0880609400881088 DX 1 WNW NW 0/013W1 TO DAST MX WW1 com 84(3 DS. 1/0 2.5.4) SCR-TIW 01 COX IR CRSK ,e.opao 0691661400/4008*33 DCIRCIEA STAKT ECK 0980*7733 !RN IITS 4-401066661 7411410 00 CU MD TAND EDIS CT SlX K SIND Kt STD 61631 DC.DRI MK WE CD 1( K. MK 8088 MIMI ED (CUSTWD TO VC 000840 DATPRIT) DDIUK DR) DADDND ON P026 (CDSTODDT DIT MD DM WPM) DON MO TO DONK PM WE TOD DM 860646 G FOUR COMPARTMENT SWITCHGEAR PAD (PAD652) (PLAN VIEW) 030609724006 PANK652) UT6 X11144 (NO .t. 0FI4R(P11777) NEWSMTCHGEAR PAD (PA0652) EXISTING PAO-MOUNIFD TRANSFORMER (PA0626) (PROFILE VENR (PROFILE VIEVR NEW SWITCHGEAR PAD (PAD652) & EXISTING PAD -MOUNTED TRANSFORMER (PAD626) (PROFILE VIEW) A 1-4' PR CONDUITS TO BE [CALLED AT THE CNN 8 CONOVIS TO BE INSTALLED AT Il( CENTER MDR OR NW 7 61040OTTT 0023 FF 14' PRI CONCURS TO BE INSTALLED AT THE CENTER IN) TICE AREA TO BE KEPT CLEAR FROM OBERUCTION AND LEW]. AT All 11ME TO INSURE YEE ATt PROPER Homo( OPERATION. REAR 'SNITCH COMPARTMENT SIDE) PAD. MOUNTED SVV1TCHGEAR(PMH-10) (PLAN VIEVI/I ELM WU ISE Pe GU 06401,211110860060113012 EOM ON ThE MC Mir SAL W Ege A 201WW NSW OR A BUSW US A CM MD SW. NEWSWITCHGEAR PAD (PAD652) (PROFILE VIEW) Setif City Light Erweata D. I It 4 5,14 04067110MIRT 'AGRIEWED AR,D1.41114 (DARTS10111101 11081 semen canunoN NOTB -pracmc CUSTOERCMLCTEP.ANG 2 a 2 ''''"PAIIARY METERING SVC UPGRADE 1200A, 26 4 KV, 3PH, 4W (27KV CLASS) mrsomts 3425 S 116TH ST (EDGECONNEX DATA CENTER) 8*381 gqiii4 12 T'UKWILA Lij alma 2113/11711..... ECTRITRIDDITINDE EDCSEA-1 - PH SE 3 HVAC SUPPORT A D OUIP 3425 S 116th St - Bldg 6 Tukwila, WA 98168 STRUCTURAL CALCUL TI NS VLMK Project Number: 20190072 Burr Computer Environments, Inc. 10400 Rodgers Rd. Houston, TX 77070 FILE REVSI�N bi9oi1z VLMK ENGINEERING + DESIGN E TAN( 0 A E REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISION Prepared By: Kelli Sloven, E.I.T. May 28, 2019 Addendu Dated December 11, 20)9 Structural Calculations: ENSEA-1 - Phase 3 DC - 1 Project: EDCSEA-1 - Phase 3 Project Number: 20190072 Project Address: 3425 5 116th St - Bldg 6 Document: Structural Calculations for Tukwila, WA 98168 Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Calculations C-1 thru C-50 Equipment Cut Sheets, As -Built Roof Plans, R-1 thru R-25 and HVAC Support Plan DESCRIPTION OF PROJECT The 'EDCSEA-1 - Phase 3' project consists of installing mechanical units on the roof, anchorage of equipment to interior and exterior slabs, and infilling existing wall openings with CMU at an existing building in Tukwila, Washington. These calculations include an analysis of the existing roof framing, as well as mechanical unit equipment anchorage design. ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. G4cad201 9\20190074olculation..0190072 DC.dro 3933 SW Kelly Avenue Portland, OR 97239 teL 503.222,4453 fax: 503,248.9263 virmv.virnk.coni Sh-ucturol Calculetions: EDCSEA-1 Phase 3 DC - 2 CODES 2012 International Building Code as Amended by the State of Washingtong DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, Pf Snow Drift Dead Loads Existing Roof Wind 25 psf As Required Roofing and Reroof 3.4 psf Insulation 0.5 psf Sheathing (1/2" plywood) 1.7 psf Sub-purlins (max 2x4 at 24") 0.7 psf 4x14 RS DF #1 Dense Purlins at 8ft O.C. 1.6 psf GLB 6 3/4" x 27" at 24ft 0.C. 1.7 psf Mechanical and Electrical 1.1 psf Suspended Ceiling 1.8 psf Sprinklers (Assumed 2" dia at 8ft O.C.) 0.5 psf Total Roof Load 13.0 psf Additional Loads Roof Mounted Mechanical Units As Noted Basic Wind Speed (3-second gust) 120 mph Wind Importance Factor, lw 1.0 Occupancy Category 11 Wind Exposure Seismic Location Latitude 47.4982 Longitude -122.2900 Seismic Importance Factor, I. 1.0 Occupancy Category Mapped Spectral Response Accelerations Ss = 1.516 Si = 0.569 Site Class Spectral Response Coefficients Sds = 1 .011 Sd1 = 0.569 Seismic Design Category Component Anchorage Factors a, R, HVAC Equip 2.5 6.0 1.0 2.0* *Per ASCE 7-16 6'..Vslcad2019r20190077\Cuiculotions\20190072 DC.dacx 3933 SW Kelly Avenue Portiond, DR 97239 tel: 503,222:4453 fax: 503,248.9263 www,vUnk.corn VV LMK Project:EDCSi; ENGINEERING ••• DESIGN Eytstp(1_11.,xt,,_ efntrc.e: ExAil PcytoilA • Date .1-- . ....... „ ,,, •. . ; ; • = i s Sit4 : = - ' Sheet # ... ... ... 3933 SW Kelly Avenue Portland, OR 91239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-2 Printed: 14 FEB 2019, 10:14AM Wood Beam File = GAAcad2019201990721Calculations12010372 EDCSEA01-Ph3.ec6 . pyrightENERCALC, INC. 1983-2918, Build10.18.12 13 . Licensee VINIK CONSULTING ENGINEERS_ KW-06002728 Description : Existing 4x14 Purlin with Condenser CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Beam Bracing D(0. 78) : Douglas Fir - Larch : No.1 & Better Fb + Fb - Fc - PrII Fc - Perp Fv Ft Beam is Fully Braced against lateral -torsional buckling D(0.778) ID 0.09 4 S 0.2 1,200.0 psi 1,200.0 psi 1,550.0 psi 625.0 psi 180.0 psi 800.0 psi Density E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 660.0 ksi 31.210pcf F 4x14 Span = 24.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.01130, S 0.0250 ksf, Tributary Width = 8.0 ft, (Roof Trib) Point Load : D 0.7780 k @ 14.0 ft, (P mech) Point Load : D = 0,7780 k © 0.0 ft. (P mech) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : 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 Vertical Reactions 2.121: 1 4x14 2,926.98 psi 1,380.00 psi +D+S 13.139ft Span # 1 1.230 in 0,000 in 2,092 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv : Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 234 <360 0 <360 137 <180 0 <180 Support notation : Far left is #1 Desi.I'l N.G. Values in KIPS 0.568 :1 4x14 117.52 psi 207.00 psi +D+S 22.949 ft Span # 1 Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum D Only +D+S +D+0.750S +0.60D S Only 4.587 3.939 2.400 2.187 4.587 3.987 1,312 2.400 2.400 1.539 3.939 3.339 0.923 2.400 Wood Beam KW=06002728.:: Description : 4x14 Purlin with Channel Reinforcing (2/5 total load) CODE REFERENCES Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-3 Printed: 14 FEB 2019, 10:13AM File = G:tAcad20191201900721Calculationst20190072 EDCSEA01-Ph3.ec6 . Software copyright ENERCALC, INC. 1983-2018, Build:10.18.12.13 . Licensee: , LMK CONSULTING ENGINEERS Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species ; Douglas Fir - Larch Wood Grade : No.1 & Better Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0.311) Fb + Fb- Fc - Prll Fc - Perp Fv Ft D(0.311) D(0.036) S(0.08) 1,200.0 psi 1,200.0 psi 1,550.0 psi 625.0 psi 180.0 psi 800.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 660.0 ksi Density 31.210pcf 4x14 Span = 24.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.00450, S = 0.010 ksf. Tributary Width = 8.0 ft, (Roof Trib) Point Load : D = 0.3110 k @ 14.0 ft, (P mech) Point Load : D = 0.3110 k @ 0.0 ft, (P mech) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : 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 Vertical Reactions 0.847 1 4x14 1,169.32 psi 1, 380.00 psi +D+S 13.139ft Span # 1 0.492 in 0.000 in 0.836 in 0.000 in Ratio = Ratio = Ratio = Ratio = aximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 585 >=360 0 <360 344 >=180 0 <180 Support notation : Far left is #1 Desi*I1OK Values in KIPS 0.227 : 1 4x14 46.95 psi 207.00 psi +D+S 22.949 ft Span # 1 Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum D Only +D+S +D+0.750S +0.60D S Only 1.833 0.960 0.873 1.833 1.593 0.524 0,960 1.573 0.960 0.613 1.573 1.333 0.368 0.960 Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-4 Printed: 14 FEB 2019, 10:15AM Steel Beam 1364iliti14W.43600272813,1111 Description : Channel Rein CODE REFERENCES cing (3/ a load) File = G:1Acad2019120190072,Calculations120190072 EDCSEA01-Ph3.ec6 Software copyright ENERCALC, INC. 8, Build:10.18.12 13 . Licensee': VLMK CONSULTING ENGINEERS Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending 0(0.467) 0(0.467) D(0.0544) S(0.12 Fy : Steel Yield : 36.0 ksi E: Modulus : 29,000.0 ksi F Cl Ox15.3 Span = 24.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT intemally calculated and added Uniform Load : D = 0.00680, S = 0.0150 ksf, Tributary Width = 8.0 ft, (Roof Trib) Point Load : D = 0.4670 k @ 14.0 ft, (P mech) Point Load : D = 0.4670 k @ 0.0 ft, (P mech) DESIGN SUMMARY 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 Vertical Reactions 0.525 : 1 C10x15.3 15.000 k-ft 28.563 k-ft +D+S 13.097ft Span # 1 Load Combination Support 1 Support 2 0.461 in 0.000 in 0.785 in 0.000 in Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 624 >=360 0 <360 367 >=180 0 <180 Oast .rt OK Support notation : Far left is 41 Values in KIPS 0.076 :1 C10x15.3 2.365 k 31.042 k +D+S 24.000 ft Span # 1 Overall MAXimum Overall MINimum D Only +D+S +D+0.750S +0.60D S Only 2.754 2.365 0.789 0.555 1.314 0.925 2.754 2.365 2.394 2.005 0.789 0.555 1.440 1.440 ENGINEERING L K Project: E' obi: 2,01e1 BY: F"P"e ➢ate: 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fox: 503.248.9263 www.vlmk.com Sheer u; C-5 Wood Beam Lic.# KW46002728 Description : Existing GLB With Condensers CODE REFERENCES Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-6 Printed: 14 FEB 2019, 10:1BAM File = GAAcad2019201900721Calcolations120190072 EDCSEA01-Ph3.ec6 . Software copyright ENERCALC, INC. 1983-2018, Build:10.18.12.13 . Licensee LIVIK CONSULTING ENGINEERS Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Beam Bracing DF/DF : 24F - V8 Fb + Fb - Fc - PrIl Fc Perp Fv Ft : Beam is Fully Braced against lateral -torsional buckling D(0 56) D(1 56) D(0.3120) S(0.60) 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi D(0.34) E : Modulus of Elasticity Ebend- xx 1 ,800.0 ksi Erninbend - xx 950.0 ksi Ebend- yy 1 ,600.0 ksi Erninbend - yy 850.0 ksi Density 31.210pcf D(1,56) D(4 1) S(7 8) 6.75x27 Span = 39.50 ft Applied Loads Loads on at spans... Uniform Load on ALL spans : D = 0.0130, S = 0.0250 ksf, Load for Span Number 1 Point Load : D = 1.560 k @ 16.0 ft, (P mech) Point Load : D = 1.560 k @ 24.0 ft, (P mech) Point Load : D = 1.560 k @ 32.0 ft, (P mech) Point Load : D = 1.560 k @ 39.50 ft, (P mech) Point Load : D = 0.340 k @ 16.0 ft, (ERP) Point Load : D = 0.340 k @ 32.0 ft, (ERP) Load for Span Number 2 Point Load: D = 4,10, S = 7.80 k @ 7.0 ft, (P hung) DESIGN SUMMARY Maximum Bending Stress Ratio = 1.025: 1 Section used for this span 6.75x27 fb : Actual 2,382.20 psi FB : Allowable = 2,324.30 psi Load Combination +D+S Location of maximum on span 16.992ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Tributary Width = 24.0 fl 6.75x27 Span = 7,0 ft Service loads entered. Load Factors will be applied for calculations. 1 .0 OK Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.080 in Ratio = -0.289 in Ratio = 2.118 in Ratio = -0.715 in Ratio = 438 >=240 580 >=240 223 >=180 234 >=180 Vertical Reactions Support notation : Far left is #1 Desi n N.G. Values in KIPS 0.592 :1 6.75x27 180.50 psi 304.75 psi +D+S 37.293 ft Span # 1 Load Combination Support 1 Support 2 Support 3 Overall MAXimum Overall MINimum 17.441 43.787 10.096 25.604 Wood Beam Lic, # KV11.06002728 Description : Existing GLB With Condensers Vertical Reactions Load Combination Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-7 Printed: 14 FEB 2019, 10:1BAM Fils= GAAced2019l20190072,Calculationst20190072 EDCSEA01-Ph3.ec6 . Software copyright ENERCALC, INC.1983-2018, Build:10.18.12.13 . •Licensee LIVIK CONSULTING ENGINEERS Support notation : Far left is #1 Support 1 Support 2 Support 3 Values in KIPS 0 Only +D+S +0+0.750S +0.60D S Only 7.345 17.441 14.917 4.407 10.096 18.183 43,787 37.386 10.910 25.604 V V L MK ENGINEERING « DESIGN Pro cr: 0 vbs f-5° fin (Cp (;') 2.14 14 ib(CO3-12- BY V-V-S Date: 11C1 • .. .... , .... • 1 1 - 1 ‘ : SOIT/W Ok-k- . efk-Ch 1,60i' +' ( k0':) :4iYVAA ;•-•• , . . ; - - i ; i ; i, --r: ; i Sheer .tt 40 : I . ... C-8 „' ... . ... ... 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503,248.9263 www.vImk.com �� � N�N �� N��l 0�' �� �� U� Project EDCSEAOU-Ph D Jobt 30190072 By. K0S 0mc 2/2019 Dee/� v».uo'Software Copyright an1svLMwConsulting sngmecrs. All Rights Reserved, Mechanical Anchorage Design Unit Based onthe 2O15lnteynabona/Building Code and AS[E7-1O DESIGN INPUT Seismic Parameters: Wind Parameters: p*onIZ. = 41.7 psf 32.9 psf Mechanical Unit Parameters: VVn = 1,556 |bs % = 168.3 in Y = 55.5 in Z = 78.0 in Zcurb ~ 6.0 in XCQ = 84.1 in Y= = 27.0 in Z'C, = 70.0 in ANALYSIS Base Shear: Wind: Design Spectral Response Acceleration 0verstnength Factor[ASCE7 12.2'1 or 15.4-1] [A5CE7 13.5-1 or 1].6-1] [ASCE7 13.5'1 or 1].6-1] [ASCE7 13.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure(psf), 1.0VV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (nnax) Base Dimension (min) Height ofUnit Height ufCurb, where occurs Center ofGravity Center ofGravity Center ofGravity (excluding curb) (Load applied to all (4) anchors/cornerstogether) U�4u,SoR «�' z` " l+2-- = 787 |bs 11r/11, \ n/ Base ShearlOV" = 787 |by VvW = 4093 |bs Seismic, QE Wind, 1.0VV Anchor Shear: (Load applied tueach anchor/cn,ner) Seismic: Anchor: dx 1 84.125 3 84.125 ] 84.125 4 84.125 Wind: dx°2 7077 7077 7077 7077 28308.1 dy dy^I 27.75 770.06 27.75 770.08 27.75 770.06 27.75 770.06 30130,25 1023 |bs Overturning/ Uplift: (Load applied toeach anchor/cumer) Seismic: Mot = 59778 M�s,,= 91341 M,,,»30130 Mot 171893 M"".,= 117809 M�s,v= 38861 Wind: lb -in lb -in lb -in lb -in lb -in lb -in Seismic, QE Seismic,DE Seismic,QE Wind, 1.0VV Wind, 1.OVV Wind, 1.OVV Y Direction V\.s= 306 {bs V2,4= 206 |bs Con Ycg »Cy ' PLAN VIEW oo Zcg SIDE VIEW Load Combinations: Seismic: (0.9-.2SD5)D+DE (0.6-.145DS)D+0.70E �L6SmIvW= �0.3S/oI'W= Wind: O.gD + 1.OVV 2517 |bs OK 472 |bs 0K V" oxss 4093 Xbs Wind = 2456 (ASD) Design Eccentricity 596 e.= 4.2063 in e,= 1]875 in M°,= 3308 in-|bs MY-Y= 1091 in-ibs XDirection V1,2= 206 (bs Max Vu, ANCHOR = = 614 (A5D) Net Tension: Tx*= 694 |bs Tr~= 1732 |bs MamT" ANCHOR* � 1732 Ubs Wind � 1016 (ASD) I VVLMK PmjemE 01 ENGINCERANG DESIGN Ph. 3 pb#:201 90072 By: Date: 2/19 Sheet C-1 0 . , 4 ' , ' : : .. ,,.. 4 • • AMMINIMIlk . Allanlik. ; .. •;•• : ; : : ; .,. : : : i ,• ; mi t, k.- . . : : ; 'AI ikla . .• t7 ..... . . ,...., : . :' : .... . 9 _... ..... . : , . • • • WO •.'2 -OA , . .....7 .... , ‘, . . -. : • : '' 1 . .i . : : i , 1. !- , • ' -AI , ; 5-1.4. ,; , ,i.., . , . , .. .. .......... ......,....i. ' "Se:e-1.. : : ‘ WWi .bOHA.,.. , ...0,..--- ; :1_ : : .....,„........ ..... 1... ... „ .. ..„., .. ! i ... . .... .. . , \ : : . 9-_-..Z. l__... ............ .:....... ; :( . : .1411'0)6°/`)( .. )7-- ''r rr ,. go . •I , • . . : ........ ... .1 . , , , E . : .i_ . V. •,, e.-1 ., . Vs ' 1 : ...•.i._ , , . i.<1?,,i. : ... r - ••••••Mk-aAAvAelok- i‘I' , ; i 1 . .... ...... •,.. ...... ... . ... • ,........., , , ..,... • .. , ... . ••• , . . , , : : : 1 . ! . 1, : •; i. : ; : • : : 4 : .... - ... . • 4 ' ("°f1 ; . , . ., : • iq , ti't' te . i v- L T . , ...1 . 7...-. S1 . • . .., . - b tSLor 1 . K , q civitk-AA 4. : _ •,, ... . : , _ .... : ... ! • : ...... : • i ' i. .; ., . . (-4) • fpAl rh .. . , .,, ,, ! * • , , .. .......... i .; ; • ; --- 1 , '1'9 ; . .. . .. .. : • . i . . r , . . . . . • i: ; i i i : . : ' ' '. ' t i, ; . : :, ,.. :, .. •• i 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fox: 503.248.9263 www.yln*.cam ��N � �� «*� ,~=,F f,=="-xe~= v3.00' Software Copyright xuzsvumuConsulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: Wind Parameters: Pxomz, = 41.7 psf pupurr = 32.9 psf echanica| Unit Parameters: 340 40.0 36.0 40.0 0.0 20.0 18.0 20.0 ' ANALYSIS Base Shear: (Load applied to all (*) anc»on/cnmentogethcr) Seismic: O�4orSc«W�' |+2— / z� ��= = 172 |by /Y,//, 6, Base Shear, OV"s � 344 |bs Seismic,DE |bs in in in in in in in Design Spectral Response Acceleration Civerstnength Factor[ASCE7 13.I-1 or1S.4'1] [AS[E7 13.5'1or13.6'1] [A5CE7 13.5'1 or 13.6-1] [AS[E7 13.1.3] Attachment height from base of structure Average roof height ofstructure from base Design Wind Pressure (psf, 1.UVV Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (nnax) Base Dimension (min) Height nfUnit Height ofCurb, where occurs Center ofGravity Center nfGravity Center of Gravity (excluding curb) Anchor Shear: (Load applied tueach ancho,/corner) Seismic: Anchor: dx 1 JU 2 20 3 20 Wind: dy 18 18 18 18 dy^2 324 ]J4 324 324 zzon 116 |bs Overturning/ Uplift: (Load applied toeach anchor/cvrner) Seismic: Mm = 6875 lb -in Seismic, DE Seismic, DE Seismic, QE Wind, 1.0VV Wind, 1.0YV Wind, 1.0VY Wind: Mre,,,= 4745 Mres,,= 4270.5 Mm= 9267 M"e,.,= 6120 lb -in lb -in lb -in lb -in e,= M~,= YOinechun "z.3= «z,4= Ycg 9, � * zww ZCg SIDE VIEW Load Combinations: r Seismic: (0.9`2SDS)DfDE (0.6-.14SDG)O+0.7OE <l.8Sox/' = >—O.3Sm/'W = Wind: 0.9D+ 1.0WV O.@O+0.6VV 550 |bs OK V" exss � 463 Ubs Wind = 270 (ASD) Design Eccentricity = 5% 1 in e, = 0.9 344 in-|bs M°,= 309 X Direction 90 |bs V1,2= gO |bs Max VU, ANCHOR = in in-|bs 116 lbs Wind = 70 (ASD) Net Tension: T,* = 122 |bs r,~= 134 |bs Max T° xmr*on* 134 Ubs Wind = 76 (ASD) EDCSEA01 pf,,, 201 90072 tly Ph. 3 r— .011 0 0.14,(Z,r11.PH\ 2-00 Casoki\rvs 7%--0 ptIr Cy(12 -tyk9 s Pi 9e: t.A.txx= (Fp /2)(1')r, t yi2 CiP,MOL6 IS' patAhi- <PIT -f4 R06 - /Z•11)-; fr-(6 -Ireckacci 0,01(- fact•Az.nd k.2)10.0 .cct.c)ckx. 0 r2vc.s'). Ves'' Pale: 2/1 9 Aver. C-12 3933 Ke!ly Avenue Porord, OR 91239 tel 503,222.4453 Fox, 503,245 7763 Cable t EDCSEA01 20190072 Ph. 3 ()liter nchiQrt TerkS1 con n "Flo krchoracie iox F1/2 /- /rccj rock 11' Cif' 2 0,ot DrDpt:n friChOr IC 7 0() p Archo k€riSicfl rtgl 2 Li 1/ 4ry< ee C- 77,1 Xi) 20 (44, I) Min ri art Cin Dr 3 84Oa* r 2/19 c ,7( or -MC Aiso),1,0-1,cj eyivang floor skic-t-el-A, eavi with CNA\ miessfvc Norcri 3:$33 SW Kely Avelm Prytkla.3, OR 91239 ter!: 503.222..4.453 Fax: 503,248.9243 vialAinA.c.(rn ?towers. FASTENERS PRODUCT INFORMATION Steel Dropinr PERFORMANCEDATA Ultimate Load Capacities for Steel Dropin in Normal -Weight Concrete"23 Rod/Anchor Diameter (1 in. Minimum Embedment Depth h., in. , Minimum t Concree Compressive Strength • , p - . , (4,000 psi 7,6 E 6000 psi (41.4 MP, Tension lbs.. (kN) Shear lbs. (kN) Tensiiin lbs. (1;N) Shear lbs. (kN) Tension lbs. ' (kN) Shear lbs. (kN) 114 1 ,25.4 1,1402,1201,9852,1202,080 5,1 (9.5) (6 9) 9.5) :9.4) 2,120 (9,5) . (39./) ,._ T9. . 4,585 (20.6) r8ir 4,585 (20.6) 4950 4,585 (20.€) 1/2 (12.7) 2 (..). 4.105 (13.5) 6,400 (28.3) 5,760 (25.9) 6,400 (28,8) 6,585 (29.6) 6,400 (283) 5/8 (' 5.9) 2 1/2 (63.5) 4,665 (21.0) 12,380 (55.7) 7,440 ;33,5) 12,380 (55.7) 10,920 (49,1) 12,380 (55,7) 3/4 (19,1) 3 3116 (81.0) 8,580 (38.6; 15,680 (/0.6) 9.405 (41,8) 15,680 (70.6) 11.300 (50,3) 15,680 (70.6) 2. Tatulated load values ET :-ar anthors installed f:r concrete. Cute cornocessive strer.gth must be zt th2 spedfied miiiiinum at the the of irate ladoi. Uiliniate Iced capa:iles must be reducec by a minirr.4m seezy 1a7.7or i t.0 or greate. to deterrrine am/rabic workins Wad. • Allowable Load Capacities for Steel Dropin in Normal -Weight ConcreteuA Rod/Anchor Diameter d in. ;rnm) 4 (6,4 Minimum Embedment Depth h1. in. 2 rn inimum Concrete Compressive Stren .000 psi Tension ibs (kN) 285 1.3) MPa) Shear lbs. (kN) 530 (2.4) 4,000 psi (27.6 NtiPa) Tension lbs. (kN) 49 Shear lbs. (kW) 530 (2.4) 6,000 psi (41.4 APa) Tension lbs. (kN) 2 Shear lbs. (kN) 5 (2.4) a (9.5) 1/2 (12.7) 5/8 (, 5.9) 9/16 _ .7 ) (50.8) 2 1/2 (63.5) 545 (2.5) 1,025 (4,6) 1,165 (5.2) 1,145 (5.2) 1,600- (7.2) 3,095 (13.9) 1,045 (4.7) 1,440 (6.S) 1,860 (8,4) 1,145 (5.2) 1,600 (7,2) 3,095 1,240 (5,6) 1,645 2,730 (12,3) 1,145 (5.2) 1,600 (7.2) 3,095 (13-9) .k.. 3/4 3 3/16 -:" (19,1) (81.0) 2,145 , 20 2,350 (9.7) (17.6) (10.5) ...-TabTatEd load values are aDprKiible to carbon am s:ainless steh anciteri. '4.low-able bad capaCties listed are calculated Js',ig yid aoplit%! safety factor of 1.0. 'ii0ea• ir terpolation may be used to eleterrnina allovable icad fcr Irbyrnediate compreesim strengths. Ifewzble bad capacties are multiplied "dy redJukx- factdrs found in the Design Criteria sectioi Men ardor sparing cr edge distances are. Is than cunt 3,920 (17.6) imate Load Capacities for Steel Dropin in Structural Lightweight Concrete" 2,825 (12 6) 3,920 (17.6 ' Anchor Diameter d • )n. (, r- Minimum Embedment Depth hv in. Minimum Concrete Compressive Strength (f) ,0 . N:Pa) 4,000 psi (27.6 MPd) 6,000 psi (4 .4 N1Pa) Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) Tension Shear lbs. tbs. (KN) (kN) 1/4 1 6,4) 1 5 4) 1,060 (4 1, 20 ,6` 1 350 (.1) 1 920 1,.€ 6) 1,660 1,9 0 (7. , (8.6) rA 318 ( . 19/16 '7 .7 3040 .7 4120 3780 (*. 7., ; 4,120 (1 .5; 4,520 4,120 (20 3) 8 5) -'4.' 1/2 ...(1.2.7) 2 (50.8) 4, (: 9,1) 5,680 (23.6) 4, (21.8) , (25 6) ,4 (24.6) 5,680 (2 .-. I 47' /8 .:1,, ',(15.9) 2 1/2 (63,5) 6,860 (30 9) 9,640 ;43.41 7,840 (35,3) 9,640 (43,4) 8,840 (39.8) 9640 43 4.`, .,..• • /4 • . ( 9 3 . ) ,2 0 (4 . /5,680 (70,6) 11,700 (52 7) 15,680 (70,6) 13,120 (59.0) 15.680 (70 5) IC-14 atEd load values are applicable to car7on and stainless steel onetime, laiat! bat' rues are for ancltirs irstalled in sand-ligh-.iviight cor crete. Concrete compressive strength must de at the eprifed minkrium at the d'ree of ucs&Ia ie load r.apacit,ei qrus be reduced 3y a minimum safety fa.:ior of 4.0 or create- to determine affew-o77e woting load. V VLMK ENGINEERING OESIGN = Project: 1.A, 144 LI; t: - Vf5o0a, 1•12,(0:7, KY" CpfrWe' TA-- 1405 (SaS 4064 it .0 4,3,1f6 J„! jOkq0012.. ay Kg.,:‘ iZ'a 'ay.:antra W+i100iMeCkS GIS e)if-/‘ 1)3 61 " H ec1o.5, o 11)+- va-art 3677 --,91-:794. --S-"&ficyn e, lq"1 tcf"i h‘ A IV owe: I CI • 6-C-ct QncxcSOrivj elsktlith:S se tt ' . . L 4 fie ... Sheet C-15 " ..... : 1 .... ; . . 3933 SW Kelly Avenue Portland, OR 97239 tel: SO3.222.4453 fox: 503.248.9263 www.v1mk.corn l� VENGINEERING DESIGN Projeu.EDCSf Prot 2-0t9001 Z_ Date: 2 / 1 Sheet 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com C-16 0�N ���� � N��| 0u� �� �� Project. EKCSEAQU-Ph.3 iob#� 20190072 By: KRS 0mw 3/2019 Sheem� v».on'Software Copyright an1svLwuConsulting Engineers. All Rights Reserved, Mechanical Unit Anchorage Based on the 2015 Intemational Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: 1.011 g Design Spectral Response Acceleration 2.0 Dverstrength Factor [ASCE7 12.2-1 or 15.4-1] 2.5 [ASCE7 13.5'1nr1].6-1] 6.0 [ASCE7 13.5'1 or 13.6-11 1.00 [ASCE7 13.1.3] U ft Attachment height from base of structure 22 ft Average roof height of structure from base Wind Parameters: PHonIZ.= 'opuFr = 5.0 psf 0.0 psf Mechanical Unit Parameters: VVn = 2,180 |bs X = 48.0 in Y = 38.0 in Z = 91.0 in Zc"rb � 0,0 in Xcq = 19.0 in Y= = 19.0 in Z'q = 45.0 in ANALYSIS Base Shear: Wind: ' Design Wind Pressure (psf), 1.UYV Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (nnax) Base Dimension (min) Height ofUnit Height ofCurb, where occurs Center ofGravity Center of Gravity Center of Gravity (excluding curb) (Load applied to all (4) anchnrs/cnrnerstngether) 0�o,S^vW�/ z` 367 |bs }�. = '' l+2-- = ' R,/}, 6/ Base Shear, OV" = 1322 |bs Geisrnic,QE V"w = 152 |bs Wind, 1.0VV Anchor Shear: (Load applied toeach anchor/comer) Anchor: dx dx^2 dy dy^2 e,= 5.95 1 19 361 19 361 M,°= 7868 Z 29 841 19 361 YOirectnn 3 19 361 10 361 V1,3= 393 4 29 841 19 361 V,*= 426 240* 1444 overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 59507 M�,,,= 28903 M,,^^= 28903 Wind: Mot= 6901 M"e,.,= 37278 mres'v= 37278 lb -in lb -in lb -in lb -in lb -in lb -in Seismic, DE Seismic, OE Seismic, QE Wind, 1.0VV Wind, 1.0VV Wind, 1.0VV ATS'Units Zcg SIDE VIEW Load Combinations: Seismic: (0.9`2SD5)O + DE (0.6-14SDS)D + 07DE !�-i,6Su,},W.= 3526 |bs >_O.3Som/,Nr = 661 |bs Design Eccentricity = in in-|bs ibs |bs Wind: D.0D+ 1.0N OK Controls V" oxss= 1322 Ubs Seismic = 926 (A5D) 5% e, = 0.95 in M'v= 1256 in-|bs X Direction V1.2 = 347 |bs V3,4= 347 |bs Max V^xwc*nn = 426 |bs Seismic = 298 (A5D) Net Tension: T,* = 319 |bs Tv* = 403 |bs Max T" ANCHOR* = 403 Uba Seismic � 24 (ASD) �� � N��k N�r �� ��0��N0�^ Project. E0CSEAO I -Ph.3 Jobe 20190072 By. KRS v».ou Software Copyright znzsvLmKConsulting sno/neers, All eyma Reserved, Mechanical Unit Anchorage Based nnthe 2O25Inhsnratioxna/Building Code and AS[E7-1O g Design Spectral Response Acceleration Ovemtnength Factor [ASCE7 12.2-1 or 15.4-1] [ASCE7 13.5'1nr13.6-11 [ASCE7 1].5'1or13.6-1] [ASCE7 13-1.3] Attachment height from base of structure Average roof height ofstructure from base Wind Parameters: PnonIZ� ~ 5.0 psf Design Wind Pressure(psf), 1.0YV Mechanical Unit Parameters: !bs in in in in in in in Total Weight Base Dimension (man) Base Dimension (min) Height ofUnit Height of Curb, where occurs Center ofGravity Center ofGravity Center ofGravity (excluding curb) ANALYSIS Base Shear: (Load applied to all (4) ancho,s/co,neotogeme,) Seismic: � U.4u/S»v� / z " '' l+2-- = 233 |bs B,/}, ` 6/ Base Shear, DV"e= 837 |bs Seismic,QE Anchor Shear: (Load applied toeach anchor/comer) Seismic Anchor: dx dx^2 dy dy^2 l 13 169 12 144 2 13 169 12 144 3 13 169 12 144 4 13 169 12 144 876 576 Wind-, VI,2,3,4= 18 |bs Overturning/Uplift. (Load applied meach anchnr/comer) Seismic: Mm = 45I04 lb -in Seismic, DE M°,,.,= 12519 lb -in Seisrn|c,DE Mres,, = 11556 lb -in Seismic, DE Wind: M� = 2962 lb -in Wind, 1.OVV M"=." = 16146 lb -in Wind, 1.0VV M"es., = 14904 lb -in Wind, 1.OVV Battery Cabinets SIDE VIEW Load Combinations: Seismic: (0.9`2SOS)D + DE (0.6-.14SDS)D+07DE �\.6SmI, = �0.3Sux/1,�� = 2232 |bs 419 |bs Wind: 0.01D + 1.OVV 0.6D + 0.0VV OK Controls V" oxss � 837 Uba Seismic � 586 (ASD) Design Eccentricity 596 e, = 0.65 in e, = 0.6 M~" = 544 in'|bs M', = 502 Y Direction X Direction V/.3= 220 |bs Vx.z= 320 V2,4= 220 |bs V3.4= 220 in in-|bs |bs |bs mNaxV" AwCHpn = 220 kbw Seismic Net Tension: T,* = 629 |bs Tv* = 701 |bs Max T" xmc*on* � 701 Vbs Seismic � 171 (ASD) �� � N��| 0�" ��D� �� ��0Y�00»� ~ r°w.°^f°^"p ` "a=°" Project, E0CSEA0l-Ph.3 J6f 20190072 or KRS Date: 2/2019 Shee,#' vx.00-Software Copyright ao1svLMxConsulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Based onthe 2O25International Building Code and AS[E7-1O DESIGN INPUT Seismic Parameters: 1.011 g IO 2.5 60 1.00 O ft 22 ft Wind Parameters: pHnvo. = 'upurr= 5.0 psf 0.0 psf Mechanical Unit Parameters: »Vp = 1,334 |bs X = 42.0 in Y = 36.0 in Z = 91.5 in Z="* = 0.0 in XCq = 21.0 in Yq = 18.0 in Zn = 61.0 in ANALYSIS Base Shear: Wind: Design Spectral Response Acceleration OverstrengthFactor [AS[E7 12.2-1 or1S.4-1] [A5[E7 13.5-1nr13.6'11 [ASCE7 13.5-1 or13.6-1] [A5CE7 13.1.3] Attachment height from base of structure Average roof height ofstructure from base Design Wind Pressure (psf), 1.UVV Design Wind Pressure (psf), 1.OVV Total Weight Base Dimension (max) Base Dimension (min) Height ofUnit Height ofCurb, where occurs [enter of Gravity Center of Gravity Center o[Gravity (excluding curb) (Load applied to all (*) anchors/comerntnqether) 0�—4orJ..W�/ �� }�.= '� l+2— = Z�S |bs ' /711/}, 6/ Base Shear, f2VuE = 809 |ba Seismic, DE Vuw = 1]] |bs Wind, 1.0VV Anchor Shear: (Load applied to each anchor/corner) Seismic: Anchor: dx 1 21 2 21 3 21 4 21 Wind: dx^Z dy dy°3 441 18 324 441 18 334 441 18 324 441 18 324 1764 1296 Overturning/ Uplift, (Load applied toeach anchor/cnme,) Seismic; Wind: M,,t= 49361 M�,,,= 19548 »«`=,= 16756 Mm=61DS M"=.,= 25213 M=°.v= 21611 lb -in lb -in lb -in lb -in lb -in lb -in Seismic,DE Seismic,QE Seismic, QE Wind, 1.OVV Wind, l.OVV Wind, 1.0VV Switchboards » YCq 01 20 ZCq SIDE VIEW Load Combinations: Seismic: (0.9-.2SD5)D+DE (0.6-.145DS)D + 0.79E !�l.6SmI' = >_0.3Su,IxW = Wind: 0.91D + 1.UVV 0.81D + 0.6VV 2158 |bs OK 405 |bs Controls Design Eccentricity = 5% e, = 1.05 M,�= 850 Y Direction V1,3= 212 ibs in in-|bs e, = M°°= X Direction V1.z= 0.9 in 212 |bs 212 |by Net Tension: T,* = 355 |bs T,* = 453 |bs Max Tu, ANcHOn*� 453 UKs Seismic = 87 (ASD) �� 0 N��U 0�' ���y �� ��N��00�� R~ject. E[C5EA0lfh'3 vsno ' Software Copyright uozsvLmxConsulting Engineers. All Rights Reserved. Date: 2/2019 Mechanical Unit Anchorage Design Based on the 2015 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: 1.011 g Design Spectral Response Acceleration 2.0 Overstrengdh Factor [ASCE7 12.2-1 or1S.4-1] 2.5 [ASCE7 13.5-1 or13.6'1] 6.0 [ASCE7 13.5-1 or 13.6-1] 1.00 [ASCE7 13.1.3] O ft Attachment height from base of structure 22 ft Average roof height of structure from base Wind Parameters: 5.0 psf 0.0 psf pnonIZ, = rupuFF = Mechanical Unit Parameters: 3,720 79.0 43.0 85.0 0.0 39,5 21.5 56.7 |bs in in in in in in in ANALYSIS Base Shear: (Load applied to Seismic: Wind; Design Wind Pressure (psf), l.OVV Design Wind Pressure (psf), 1,OW Total Weight Base Dimension (nnox) Base Dimension (rnin) Height ofUnit Height of Curb, where occurs Center ofGravity Center of Gravity Center ofGravity (excluding curb) all (4) anchors/corners together) ^^c F = "u v°�-,u»«_, 1+2- z , }71,/11, \ h/ Ycg SIDE VIEW Load Combinations: | . Seismic: (0.9`2SD5)D+92E (0.6-.145O5)D + 0.7DE = 627 (bs <l.6Svsi, = 6017 |bs >0'3Sox/,Nr = 1128 |bs Base Shear, QV" = 2257 |bs Seismic, DE V"~ = 233 |bs Wind, 1.OVV Anchor Shear: (Load applied tueach anchor/corne, Seismic: Anchor: dx dx^2 dy dy^2 1 39.5 1560.3 21.5 462.25 2 39.5 1560.3 21.5 462.25 3 39.5 1560.3 21.5 462.25 4 39.5 1560.3 21.5 462.25 6241 1849 Overturming/Uplift. (Load applied tneach anchor/curner) Seismic: Wind: M*= 127871 M�,,,= 102535 Mre"^= 55810 M.t= 9909 w�s,,= 132246 IvIre,^= 71982 lb -in lb -in lb -in lb -in lb -in lb -in Seismic,DE Seismic,QE Seismic,DE Wind, 1.OVV Wind, l.UVV Wind, 1.0VV e, = 1.975 M»«= 4457 Y Direction V1,3= 592 |bs Design Eccentricity = in in-lbs Wind: O.gD + 1.OVV 0.6D + 0.6VV OK Controls V" mAss 2257 Ubs Seismic = 1580 (ASD) 596 ev = 1.075 in M°° = 2426 in-|bs X Direction V1'2 = 592 |ba V3,4 = 592 |bs MaxVU,^mCmOn � 592 |bs Seismic = 415 (ASD) Net Tension: T,*= 160 |bs T,*= 838 |bs Max Tu, ANcHOn*� 838 Ubs Seismic = 94 (ASD) *Negative (') values indicate there /,nonet uplift '' ` ��� ���|0�� ��Q� �� ��0��00n� � Mvjed. EOCSEA01-Ph.3 v»,00'Software Copyright aonvLMxConsulting Engineers. All Rights Reserved. Mechanical Anchorage Design Unit Based onthe 2O25International Building Code and A5[E7-20 DESIGN INPUT Seismic Parameters: 1.011 g Design Spectral Response Acceleration 2.0 Overstoength Factnr[AS[E7 12.2-1 or1S.4-1] 2.5 [ASCE7 13.5-1or13.6-1] 6.8 [ASCE7 13.5-1 or 13.6-1] 1.00 [A5CE7 13.1.3] 0 ft Attachment height from base of structure 22 ft Average roof height of structure from base Wind Parameters: p*oRIz. = 'upuFr = 5.0 py 0.0 psf Mechanical Unit Parameters: W13= ^= Y= Z= Z""m= XCq= 12.0 Y=� Zcn = ANALYSIS Base Shear: (Load applied to all (4)anchors/corners together) Seismic 0� rS, ��'/ z\ 7�= — l+2— = 38 |bs " 8�/I, 6/ Base Shear, QV,E= 136 |bs Seismic,CE Design Wind Pressure (pdl, 1.0VV Design Wind Pressure (psf), I.OW 6.8 52.7 |bs in in in in in in in Total Weight Base Dimension (max) Base Dimension (rnin) Height ofUnit Height ofCurb, where occurs Center nfGravity [enter of Gravity [enter of Gravity (excluding curb) Anchor Shear: (Load applied toeach nnchor/corner) Seismic: Anchor: dx dx^2 dy 1 12 144 6.75 2 1] 144 3 12 144 4 12 144 576 Wind: Vz�a*= 6.75 6.75 6.75 dy^2 45.563 45,563 45.563 45.563 182.25 16 |bs Overturning/ Uplift: (Load applied to eachamchvr/comer) Seismic: Mm= 7188 lb -in Mres,, = 1884.1 lb -in Mre,» = 1059.8 Wind: M.t= 2600 M,,,�= 2430 Mres,,= 1356.9 lb -in lb -in lb -in lb -in Seismic, QE Seismic, QE Seismic, DE Wind, 1.OVV Wind, 1.OVV Wind, 1.0VV RPF's x Ycg ca uww L- | . � Xcg PLAN VIEW V G Zcg SIDE VIEW Load Combinations: _ Seismic: (0.9-.2SD5)D +DE (0.6-.145D5)D + 0.7QE Wind: 0.91D+ 1.OVV D.6O+O.0VV �1.6yov7, = 364 |bs OK VU,mASE 136 Vbs Seismic = 96 (ASD) Design Eccentricity 5% e, = 0.6 Mx-x= 82 Y Direction 36 36 V1,3= vz^= in in-|bs /bs |bs ev = 0.3375 in M',= 46 in-|bs XDirecUon V1.2= 36 |bs Vs.^= 36 |bs Max VU, ANCHOR = 36 lbs Seismic = 25 (ASD) Net Tension: T,* = 111 |bs T,*= 227 |bs Max Tu,«mC*pn* 227 Ubs Seismic = 67 (ASD) Project. EOCSEAQV-P6 3 Job #' 30190072 By. KRS Bale: 3/2019 Sheet t vs.ou Software Copyright aozsvuvxConsulting Engineers. All Rights Reserved. Mechanical Anchorage Design Unit Based onthe 2O15Intynabona Building Code and ASCE7-10 g Design Spectral Response Acceleration Uverstrength Foctor[A5[E7 12.2-1 or 15.4-1] [ASCE7 13.5-1 or 13.6'11 [A5[E7 13.5-1 or 1].6-1] [ASCE7 13.1-3] ft Attachment height from base ofstructure fL Average roof height ofstructure from base Wind Parameters: pnoxTZ. = 5.0 psf Mechanical Unit Parameters: YVv = 4,440 |bs X = 91.0 in Y = 33.5 in Z = 77.0 in Zc,rb = 0.0 in X'Q = 40.2 in Y= ~ 19.3 in zcq = 36.8 in ANALYSIS Base Shear: Wind: Design Wind Pressure(psf), 1.OVV Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (max) Base Dimension (min) Height ofUnit Height of Curb, where occurs Center of Gravity Center ofGravity Center ofGravity (excluding curb) (Load applied to all (4) uncho,$tornecstogethe,) f0Aa,SmA� � = ^ " R_ ' /� '_ ' Base Shear, QV" = ` +2-z= 748 ibs 2693 |bs Seismic,DE Anchor Shear: (Load applied meach ancoor/cpmar) Seismic: Anchor: dx l 40.2 J 50.8 3 40.2 4 50,8 Wind: dx^2 1616 2580.6 1616 2580.6 8393.36 V\,2,3,4= dy 19.] 19.] 14.3 14.2 61 Overturning/ Uplift: (Load applied Seismic: Mm= 99114 M==,,= 124549 Mm,»= 43995 M�= 9367 M,,�= 150639 Wind: lb -in lb -in lb -in lb -in lb -in lb -in dy^Z 372.49 372.49 201.64 201.64 1148,26 |bs mueach anchor/conner) Seismic, QE Seismic, DE Seismic, QE Wind, 1.UVV Wind, 1.0VV Wind, 1.OVV UPS | . » CG YCq 0, oe »0 Zcg SIDE VIEW Load Combinations: Seismic: (0.9`2SDS)D + DE (0.6-.14S0S)D + 0.7QE !� 1.6Su'Ir = >-,O3S»x/,Nr = e, = 7.31 M,°= 19688 Y Direction V1,3= 768 |bs y2,4= 792 |bs Design Eccentricity = in in-|bs Wind: 0.913 + 1.OVV 7182 |bs OK 1347 |bs Controls V,,BASE = 2693 UbS Seismic = 1885 (A5D) 596 e, = '1.585 in M°,= '4269 in'|bs X Direction V1.2 = 602 |bs V3,4= 621 |bs 792 Kbs Seismic SSS (ASD) Net Tension: T,*= -140 |bs T,* = 823 |bs Max Tu,xNCHom* = 823 Ubs Seismic ~ 86 (ASD) *Negative (') values indicate there isnonet uplift Projea, E0CSEA01-Ph.3 f~GINK IF" ""-=~"" Jobe 20190072 By, KRS vs.00'Software Copyright 2nzsvLMuConsulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Based oothe 2D15International Building Code and xSCE7'1D DESIGN INPUT Seismic Parameters: Wind Parameters: PnoeTZ, = rupuFT = 5.0 ps 0.0 psf Mechanical Unit Parameters: vV" = 1,520 |bs X = 72.0 in Y = 35.0 in Z = 76.0 in Zcum = 0.0 in X" = 36.0 in Y== 17.5 in 3c = 60.7 in Design Spectral Response Acceleration Overstrength Factur[AS[E7 12.2-1 or 15.4'1] [AS[E7 13.5'1 ur13.6'1] [ASCE7 13.5-1or13.6-11 [ASCE7 13.1.31 Attachment height from base of structure Average roof height ofstructure from base Design Wind Pressure (pdf), 1.0VV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (rnax) Base Dimension (rn|n) Height nfUnit Height of Curb, where occurs Center ofGravity [enter of Gravity [enter of Gravity (excluding curb) ANALYSIS Base Shear: (Load applied mall (4)anchors/corners together) Seismic: O.4u'SuvN', z\ /�.= / ]+2— = 256 |bs ' }7r/I, h/ Base Shear, DV"r = 922 iby Seismic,DE Wind: VuW= 198 |bs Wind, 1.0VV Anchor Shear: (Load applied u,each anchur/comer) Seismic: Anchor: dx dx^Z dy dy°3 1 36 1296 17.5 306.25 2 36 1296 17.5 306.25 3 36 1396 17.5 306.25 4 36 1296 17.5 306.25 5184 1225 Overturning/ Uplift: (Load applied tneach anchvr/cn,ner) Seismic: Mct= 46716 M,,^= 38184 ^«ns'v= 18561 M*= 7220 w�,,,= 49248 M"�.,= 23940 Wind: lb -in lb -in lb -in lb -in lb -in Seismic,OE Seismic, DE 5eisnnicQE Wind, 1.0VV Wind, 1.OYV Wind, 1.0VV YCq CRAC in UPS Room � n ca on uwm xCs ' PLAN VIEW SIDE VIEW Load Combinations: Seismic (0.9-.2SDS)O +DE (0.6-.14SDS)D + 0.7DE Wind: 0.91D+ 1.0VV O.6D+O.6VV !�l.6Yc«}, = 2459 |bs OK V1,BASE � 922 Ubs Seismic Design Eccentricity 596 e, = 1.8 in e, = 0.875 M~,= 1660 in-!bs MY-Y= 807 Y Direction X Direction V1,3= 242 |bs V1,2= 243 /bs V2,4= 242 |bs V3,4= 242 |bs in in-|bs MaxVU,ANcHOp� 242 Ubs Seismic = 169 (A5D) Net Tension: T,* = Sg |bs T,* = 402 |bs Max T, ANcoon* � 402 Ubs Seismic = 59 (ASD) *Negative (') values indicate there isnpnet uplift �� � N��l @*� � �� 0�N 0� Noject EDCSEAOl'Ph'3 kbe 20190072 By� KRS Date: 2/2019 Sheet P °°o'"°,~*G."ES�G~ v3.00'Software Copyright zozsvuwxConsulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design Based onthe JO25International Building Code and AS{]E7-1O DESIGN INPUT Seismic Parameters: SIDS = 1.011 g Design Spectral Response Acceleration D = 2.0 Overstnsngth Factor [ASCE7 12.2-1 or 15.4-1] A.= 2.5 [ASCE7 13.5'1or13.6-11 R~ = 6.0 [ASCE7 13.5-1 or 13.6-1] Ip = 1.00 [ASCE7 13.1.3] Z = U fL Attachment height from base of structure h = 22 ft Average roof height of structure from base Wind Parameters: pHonIZ, ~ 5.0 pyf Design Wind Pressure (psf), 1.OVY Mechanical Unit Parameters: VV, = 3,574 |bs Total Weight X = 144.0 in Base Dimension (max) Y= 45.0 in Base Dimension (min) Z = 94.0 in Height ofUnit 3,"� = 30.0 in Height of Curb, where occurs XCC, = 72.0 in Center ofGravity Y,o = 22.5 in Center ofGravity Zcn = 62.7 in Center ofGravity (excluding curb) CRAC on Floor Stand SIDE VIEW Load Combinations: Seismic: Wind: (0.9-2SDS)D + DE O.AD + 1.0N (0.6`14SD5)D +O.7QE 0.6D+0.6VV ANALYSIS Base Shear: (Load applied to all (*) anchors/corners together) Seismic: 0.4o,su,K� / z ` ��= ~ l+Z— = 602 |bs �" l�b�o,7, = 5781 |bs OK '' Bv./1' 6/ >_ 0.3So«I, = 1084 |bs Controls Base Shear, QV,E= 2168 |bs Seismic, DE Wind: V"W = 620 |bs Wind, 1.OVV = 1518 (AGO) Anchor Shear: (Load applied toeach anchor/cprner) Anchor dx dx^2 dy dy^2 e,= 3.6 in e,= 1.125 in 1 73 5184 22.5 506.25 M~,= 7805 in-|bs M,°= 2439 in'|bs 2 72 5184 22.5 506.25 YDirectinn X0rection 3 72 5184 22.5 506.25 V1.3= 569 |bs V1.2= 569 |bs 4 72 5184 22.5 506.25 V2,4= 569 |bs V3,4= 569 |bs 20736 2025 Design Eccentricity = 5% Overturning/ Uplift: (Load applied to each anchor/corner) Seismic: Mm= 200900 lb -in Sesmkc,DE Net Tension: T,* = 74 |bs M,s.,= 179563 lb -in 5eiynn|c,DE T,* = 1609 |bs M°s., = 56114 lb -in Seismic, QE Wind: M.t ~ 38440 lb -in Wind, 1.0VV Max T" Amcwon* � 1609 Ubm Seismic M,,.,= 231595 lb -in VVind,1.UVV ~ 372 (ASO) M"s., = 72374 lb -in Wind, 1.0VV *Negative (') values indicate there /s"pnet uplift www.hilti.us Profis Anchor 2.7.5 Company: VLMK Page: 1 Specifier: KRS Project: EDCSEA01 - Ph 3 Address: Sub -Project I Pos. No.: 20190072 Phone I Fax: I Date: 2/14/2019 E-Mail: Specifier's comments: 1/2" Dia Interior Equipment Anchors - Worst Case Loads 1 Input data 4, Anchor type and diameter: KWIK HUS-EZ (KH-E2) 1/2 (3) Effective embedment depth: hetac, = 2.160 in., hnern = 3.000 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016 I 12/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2,3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] za X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan www.mW.us Company: Specifier: Address: Phone |Fax: ProfimAnchor 2'7.5 VLMK Page: 2 KR8 Project: EDCSEA01'Ph8 Sub -Project |Pos. wo.: 20190072 Date: 2/14/2019 2 Proof UUtilization (Governing Cases Design values (lb) Utilization Loading Proof Load Capacity PN 1 OV N Status OK Shear Pqmut Strength 792 1089 '/42 OK Loading PN Ov Utilization PN,V 1%) Status Combined tension and shear loads 0.626 O419 5/3 70 OK 3 Warnings - Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Dmties ~ Any and all information and data contained in the Software concern solely the use nfHmjproducts and are based mnthe principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc,, that must be strictly complied with oythe user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant mmproduct, The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only asanaid minterpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. ^ You must take all necessary and reasonable steps mprevent oxlimit damage caused hythe Software. In particular, must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up'to'uamversion ufthe Software ineach case uycarrying out manual updates via the H|lVWebsix,. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from * culpable breach ofduty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c ) 2003-2009 Hilti AG. FL-9494 Schaan Hilt is a registered Trademark ofHilti AG, Schaan www.hllti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 Specifier's comments: 5/8" Dia Interior Equipment Anchors - Worst Case Loads 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 5/8 (3 1/4) 4 , 4,0" Effective embedment depth: heta0 = 2.390 in., hm = 3.250 in, Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016 I 12/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] Cgt Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan vm^wvh|ui�u� Company: VLWK Specifier: uRS *dnna»n: Phone |Fax: | E-Ma: 2Proof UUtilization(Governing Cases) 2 EDCSEA01'Ph3 Sub -Project |Pos. Nu: 20180072 Date: 2/14/2019 Design values [Ib] Utilization Loading Proof Load Capacity PN / Status Loading PN Pv Utilization pu,v [%] Status Combined tension and shear loads 0�547 0268 5/3 48 OK 3Wammings - Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties ` Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with uythe user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant nnuproduct. The results ofthe calculations carded out bymeans ofthe Software are based essentially onthe data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data muoput inuyyou. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only aoanaid tointerpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. ~ You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. |nparticular, you must arrange for the regular backup ufprograms anudotaand.ifapp|i:aule.canyummwupgatennfthoSoftv nsvffe,edby*iltionanagu|o,uasis.|rrpudvnvxuse the AmoUpoamfunction Wthe Software, you must ensure that you are using the current and thus up-tu-datevnr3iono{the Software ineaohoamo bycarrying out manual updates via the Hi|hvVehxite. Hi|Vwill not beliable for consequences, such asthe recovery o,lost ordamaged data nr programs, arising from aculpable breach vfduty oyyou. Input data and results must be checked for agreement vAth the existing conditions and for plausibility! PROMS Anchor( c )2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark ofHilti AG, Schaan www.hiltlus Company: Specifier: Address: Phone I Fax: E-Mail: VLMK KRS Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7.5 1 EDCSEAO1 - Ph 3 20190072 2/14/2019 Specifiers comments: 3/8" Dia Interior Equipment Anchors - RPP Unit 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.lb] KWIK HUS-EZ (KH-EZ) 3/8 (1 5/8) vit hetact = 1.110 in., hnom = 1,625 in. Carbon Steel ESR-3027 2/1/2016 I 12/1/2017 Design method ACI 318-14 / Mech. - (Recommended plate thickness: not calculated) no profile cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) - - - Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c )2003-2009 Hill AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Sc)aal) www.hilti.us Profis Anchor 23.5 Company: Specifier: Address: Phone I Fax: E-Mail: VLMK Page: 2 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity PH l Pv [%] Status ............ Tension Pullout Strength 227 355 64 / - OK Shear Pryout Strength 36 696 - / 6 OK Loading Combined tension and shear loads PH j3v S Utilization Prl,v [%] Status 0.640 0.052 5/3 49 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures. and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the erasling conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG. FL-9494 Schaan Hi!ti is a registered Trademark of Hilti AG. Schaan VV LMK PrnieCrt. ENGINEERING-• DESIGN -eqp -Laen tie x k - • e )2, lie" ' k.412.s Job.- Utc10017.- BY • 3 ?yt comoAt c.xe).,ocxxic use • • i ---,:- . • .5 . : • t • t : - t--. i - t t • • ......t*„...........„,.t.....,,,,.....,.....3 cbrtcre s i-Ath Dute: • 3. 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fox: 503.248.9263 www.vimk.com • Sheet C-31 ..... .... �� 0 U��0 Nu� `� 8� N�N �� Rmiert. E0CGEAOl'Ph. 3 v».no'Software Copyright zo1svLmxConsulting Engineers, All Rights Reserved, Mechanical Unit Anchorage Design Based onthe 2D25International Building Code and AS[E7'2D DESIGN INPUT Seismic Parameters: Sos= 1.011 g D = 1.0 4p = 2.5 RP = 6.0 [, = 1.00 z= U fL h= 22 ft Wind Parameters: P*oxIZ. = 22.8 psf Mechanical Unit Parameters: YV°= 989 |bs X = 124.1 in Y = 55.5 in Z = 70.0 in Zcurb = 0.0 in X'Q = 62.1 in Y= = 27.8 in ZCQ = 70.0 in Design Spectral Response Acceleration OverstrengMh Fmctor[A5CE7 1I.2-1 or15.4-1] [A5CE7 13.5-1 or13.6-1] [AS[E7 13.5-1 or 13.6-1] [ASCE7 13.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure (psf), 1.UYV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (max) Base Dimension (nnin) Height ofUnit Height nfCurb, where occurs Center of Gravity Center ufGravity Center ofGravity (excluding curb) ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: Wind: 0.4u'8..�.'' F� = " `^ " " IV'''/" Base Shear, DV" = l+Z-z) /= 167 |bs ` 6/ 300 |bs Geismic,DE Anchor Shear: (Load applied to each anchor/corner) Seismic: Anchor: dx 1 62.063 2 62.063 3 62-O63 4 62.063 Wind: dx°2 3851.8 3851.8 3851.8 3851.8 15407 dy dy^Z 27.75 770.06 27.75 770.00 27.75 770.06 27.75 770.06 3080,25 370 |bs Overturning/ Uplift: (Load applied toeach a"cxor/comer) Seismic: M,t = 20997 lb -in Seismic, DE M"s.,= 42831 lb -in Seismic,DE Mr,s.v = 19151 lb -in Seismic, DE Wind: M,t = 57687 lb -in Wind, 1.0VV M~°., = 55242 lb -in Wind, 1.0VV Mres., = 24700 lb -in Wind, 1.UVV (2-Fan Condenser) oo ZCg SIDE VIEW Load Combinations: Seismic: (0.0`2SOS)D+DE (0.6-.14SDS)D + 0.7DE 5 1.6Su,/, = >_U.3SmI,W/ = Design Eccentricity s,= 3.1031 in M,°= 931 in-|bs YOiroctinn V1,3= 79 |bs V-2.^ = 79 |bs Wind: U.9D+ 1.OW 0.6D + O.bVV 1600 |bs OK 300 |bs Controls V" oAss � 1479 Vbs Wind = 887 (ASO) 596 e, = 1.3875 in Mv°= 416 in-|bs X Direction V1,2= 79 |bs max Vu, ANCHOR = = 223 (ASO) Net Tension: T,*= 273 |bs Tv* = 560 |bs Max T" xmCwpo* = 560 Ubs Wind = 321 (ASD) www.hilti.us Company: Specifier; Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 Specifiers comments: 2-Fan Condenser Anchors 1 Input data Anchor type and diameter: KW1K HUS-EZ (KH-EZ) 3/8 (2 1/2) :114$ :4 it Effective embedment depth: bef,act = 1.860 in,, Nom = 2.500 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016 12/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c j 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan www.mm� ____ Company: Specifier: °oomsx: Phone |Fax: Profhs Anchor 2.7.5 VLMK Page: 2 wIRS EDCSEA01'ph8 Sub -Project |Pvs,Nn.: 20198072 Date: 2/14/2019 2 Proof IUtilization (Governing Cases) Loading Shear Pryout Strength Proof ncrete Breakout Strength Loading Combined tension and shear loads Design values [lb] Utilization Load Capacity PN / Status 570 1509 '/25 OK PN Ov Utilization PN,V[%] Status 3 Warnings - Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties ` Any and all information and data contained in the Software concern solely the use o/Hiltiproducts and are based onthe principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, e1c,, that must be strictly complied with bvthe user. All figures contained therein are average figures. and therefore use -specific tests are to be conducted prior to using the relevant mmproduct, The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance o,the data mboput inoryou. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only asanaid uointerpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results o,suitability for aspecific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. mparticular, you must arrange for the regular backup ofprograms and data and, ifapplicable, carry out the updates nfthe Software offered byHi|dn"aregular basis. |fyou uonot use the AvmVpupmfunction ofthe Software, you must ensure that you are using the current and thus up-to-damversion ufthe Software ineach case bycarrying out manual updates via the HiKivVnboito. Hob will not be liable for consequences, such as the recovery of lost or damaged data or programs, ahningfrom oculpable breach mvduty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! �� 0 N��| N�r ��� �� ��0��00�� , ^~n.~mo,.*u'ns,.^° Project. EDC5EA0l-Ph,3 vs.00 - snnwapw Copyright znzsvLmnConsulting snnmcro. All moots Reserved, Date: 2/2019 Mechanical Unit Anchorage Based onthe 2015 International Building Code and AS[E7'10 DESIGN INPUT Seismic Parameters: 1.011 g Design Spectral Response Acceleration 1.0 Overstrength Factor[ASCE7 12.2-1 or1S.4-l] 2.5 [ASCE7 13.5-1 or 13.6-1] 6.0 [A5CE7 13.5-1 or 13.6-11 1.00 [AS[E7 13.1.3] U ft Attachment height from base of structure 22 ft Average roof height of structure from base Wind Parameters: p*ouIZ. = 22.0 ps[ 22.0 psf Mechanical Unit Parameters: VV, = 94,400 |bs X = 479.0 in Y = 130.0 in Z = 165.0 in Z=rb � 0.0 in X'q = 239.5 in Yq = 65.0 in Zcq = 110.0 in ANALYSIS Base Shear: Wind: Design Wind Pressure (psf, l.UVV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (nnax) Base Dimension (min) Height ofUnit Height of Curb, "vhere occurs Center nfGravity Center nfGravity Center ofGravity (excluding curb) (Load applied to all (4) anchor$cornerstogether) 0.4urSovW�/ f�.= ' |+2'� = 15906 |bs u,//, n/ BaseShearfQVuE = 28632 |bs V"w= 12075 /bs Seismic,QE Wind, 1.OVV Anchor Shear: (Load applied tneach anchur/cwrner) Seismic: Anchor: dx l 239.5 Z 239.5 3 239.5 4 239.5 Wind: dx^2 57360 57360 57360 57360 229441 dy GS 65 65 65 dy°2 4225 4225 4225 4225 16900 3019 |by Overturning/ Uplift: (Load applied Seismic: Mm= 3149467 lb -in M�,,,= 2E+07 lb -in M"s.,=4E+O6 lb -in Wind: Mm= 996170 lb -in M�,,,~ 2E+07 lb -in M°s.,= 6E+06 lb -in toeach ancxor/co,ner) Seismic, QE Seismic, DE Seismic, DE Wind, 1.0VV Wind, 1.OVV Wind, 1.0VV YCq Xcg PLAN VIEW SIDE VIEW Load Combinations: Seismic: (0.9`2SOG)D+92E (0.6-.145D5)D + 0.7DE Wind: 0.0D+ 1.OVV O6D+U.6VV 51.6SznJ, = 152701 |bs OK Vu,BASE = 28632 lbs Seismic � 20042 (ASD) Design Eccentricity = 596 e, = 11.975 in e, = 3.25 in M,-,= 342862 in-|bs Mv-,= 93052 in'|bs Y0necUon XDirection Vz.s= 7516 lbs V1'2= 7516 |bs V2.+= 7516 |bs V3^ = 7516 |bs 7516 lbs Seismic = 5261 (ASD) Net Tension: T,* = '13181 |bs T°* = '4355 |bs Max T"xwC°vR* = -4355 Ubs Seismic = -2340 (A5D) *Negative (') values indicate there isnvnet uplift www.hilti.us Company: VLMK Specifier: KRS Address: Phone I Fax: E-Mail: Specifier's comments: Generator Anchors Profis Anchor 2.7.5 Page: Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 1 Input data 4 Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 5/8 (3 1/4) tit if iv 44' Effective embedment depth: hef,aa = 2.390 in„ hnom = 3.250 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016112/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2,3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lbj o Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan "mnmv.hilti.us Company: YLMK Specifier: KRS Address: Phone |Fax: | o EDCGEA01'Px3 Sub -Project |Pos. Nu: 20190072 Date: 2/1412019 2 Proof UUtilization(Governing Loading Proof ension Shear Pryout Strength Design values [lb] Utilization Load 2140 2188 -/98 OK ov Utilization pN,v Status Combined tension and shear loads - 3 Warnings - Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your CooperationDuties ^ Any and all information and data contained in the Software concem solely the use of Hilti products and are based onthe principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with bythe user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Himpmuuct. The results orthe calculations carried out bymeans «|the Software are based essentially unthe data you put in. Therefore, bear the |responsibility hnth h f errors, the |tand the | ufthe data toboput in»yyou. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only aoanaid tointerpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for ospecific application. ` You must take all necessary and reasonable steps wprevent o,limit damage caused bythe Software. mparticular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. nyou gnnot use the ^utnUpuotefunction v+the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case bycarrying out manual updates via the Hihivvoboitw. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from aculpable breach nfduty Uyyou. Input data and results must be checked for agreement with the existing conditions and for plausibility! V V L M K PWieCt n)CS VI I 3 J°b# 2i9OO17_ ENGINEERING + DESIGN • ; t • 4 tor q ti) ai;nt Q kOt1 tv 110" „ • • : — . 44:1: • A (041- (6), 1,171- • ,•-•!) " • , I : By: KizS Date: 5 / Sheet , . Vlditaa k et.c.AN4 (4\ pex 11; • 1 • ; : • • . • • e ' I avi.cArtiPttS:Cc • • --- C-38 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vIrnk.corn VLMK Project: EDCSEA01-Ph. 3 Job # 20190072 By: KRS Dote: 5/2019 Sheet #. £NG.Nf[R!NG pFStGN v3.00 - Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. C-39 Mechanical Unit Anchorage Design Based on the 2015 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: SDs = Ap = Rp = 1, = z= h= 1.011 g 2.0 2.5 6.0 1.00 0 ft 22 ft Wind Parameters: PHORIZ. = PUPLIFT 22.0 psf 22.0 psf Mechanical Unit Parameters: Wp = X= Y= Z= Zcurb = Xcu = YCq = ZGq = 7,381 114.0 72,0 110.0 0.0 57.0 36.0 73.3 Ibs in in in in in in in Design Spectral Response Acceleration Overstrength Factor [ASCE7 12.2-1 or 15.4-1] [ASCE7 13.5-1 or 13.6-1] [ASCE7 13.5-1 or 13.6-1] [ASCE7 13.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure (psf), 1.0W Design Wind Pressure (psf), LOW Total Weight Base Dimension (max) Base Dimension (min) Height of Unit Height of Curb, where occurs Center of Gravity Center of Gravity Center of Gravity (excluding curb) ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a S W F = n °S `' 1 + 2 z = 1244 Ibs '' Rt, I,, hi Base Shear, QV„ r = 4477 Ibs Seismic, QE Wind: Vuw = 1916 Ibs Wind, 1.0W Anchor Shear: (Load applied to each anchor/corner) Seismic: Anchor: dx dx^2 dy dy^2 1 57 3249 36 1296 2 57 3249 36 1296 3 57 3249 36 1296 4 57 3249 36 1296 12996 5184 Wind: V1,2,3,4 = 479 Ibs Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 328336 lb -in Mres,x = 293576 lb -in Mres,y = 185417 lb -in Mot = 105371 lb -in Mres,x = 378645 lb -in Mres,y = 239144 lb -in Wind: Seismic, QE Seismic, QE Seismic, QE Wind, 1.0W Wind, 1.0W Wind, 1.0W (SSGA0100) A.NCG tCR Ycg • 1 4 • 2 • Xcg I PLAN VIEW _SSG Zcg SIDE VIEW Load Combinations: 1 Seismic: (0.9-.2SDS)D + QE (0.6-.14SDS)D + 0.7QE 5 1.6S„SI pW = 11940 Ibs -: 0.3S„ ,SIF, WW = 2239 Ibs Design Eccentricity = ex = 2.85 in Mx-x = 12760 in-lbs Y Direction V1,3 = 1175 Ibs V2,4 = 1175 Ibs Win : 0.9D + 1.0W 0.6D + 0.6W OK Controls Vu, BASE = 4477 Ibs Seismic = 3134 (ASD) 5% ey = My-y X Direction V1,2 = 1175 Ibs V3,4 = 1175 Ibs 1.8 in 8059 in-Ibs Max V,,, ANCHOR = 1175 Ibs Seismic = 823 (ASD) Net Tension: Tx* = 152 Ibs Tv* = 992 Ibs Max Tu, ANCHOR* = 992 Ibs Seismic = -48 (ASD) *Negative (-) values indicate there is no net uplift www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project 1 Pos. No.: 20190072 Date: 5/28/2019 Specifier's comments: SSGA Anchors 1 Input data Anchor type and diameter: Kwik Bolt TZ - SS 304 3/4 (3 3/4) Effective embedment depth: hnLact = 3.750 in., hn, = 4.313 in. Material: AISI 304 Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2017 I 5/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, f5 = 2500 psi; h = 6,000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] t o a SAFE T Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan www.mltius Company: xuoeuo: Phone |Fax: E4ail: Prpfis Anchmr2.7.5 VLMK 2 uwu Project: EDCSEA01'Ph3 Sub -Project |Pos. No.: 20190072 Date: 5/28/2019 2 Proof UUtilization (Governing Design values [lb] Utilization Capacity ON/PVN Status Shear Concrete edge failure indirection y+ 784 4684 -/17 OK Loading ON Pv Utilization PN,V[%] Status Combined tension and shear loads 3WarniMgs - Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties ^ Any and allinformation and data containedi the Software security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific ^ You must take all necessary and reasonable steps mprevent o,limit damage caused uythe Software. mparticular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you donot use the AutoUpdate function of the Software, you must ensure that you are using thecurrent and thus up-to-date version of the Software in each case bycarrying out manual updates via the Hi|hWebuive. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from aculpable breach pfduty byyou. Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFISAnQhor (c )2003-2009 Hilt! AG, FL-9494 Schaan Hilt! is a registered Trademark ofHilti AG, Schaan �� � �&�) N�r �� �w N��N 0n� Ymjert. EDCSEAOl'P6 3 v3u0 software Copyright znzsvLmuConsulting Engineers. All Rights Reserved, Date: 5/2019 Meek Mechanical Unit 01000 Based onthe 2D25International Building Code and AS[E7-1O DESIGN INPUT Seismic Parameters: Sos= 1.011 g Design Spectral Response Acceleration D = 2.0 Overstrength Factor[ASCE7 12.2-1 or 15.4-1] AV = IS [ASCE7 13.5'1 or13.6-1] RP = 6.0 [ASCE7 13.5'1 or 13.6-1] 1p = 1.00 [A5CE7 13-1.3] z = O ft Attachment height from base of structure h = 22 ft Average roof height ofstructure from base Wind Parameters: pHOm, = 22.0 psf Design Wind Pressure (psf),1.UW Mechanical Unit Parameters: VVp = 1,833 |bs X = 86.0 in Y = 42.5 in Z = 127.0 in Zc"m= 0.0 in XCQ= 43.0 in Y= = 21.3 in Zc, = 84.7 in Total Weight Base Dimension (max) Base Dimension (min) Height of Unit Height of Curb, where occurs Center ofGravity Center ofGravity Center ofGravity (excluding curb) ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: Wind: oo Zcg SIDE VIEW Load Combinations: Seismic: Wind: (0.9-.2SOS)D + <lE 0.9D + 1.OVV 0�� �nxW" l+2-- z\ f� = ' = 309 |bs �l.6S«,I, = 2965 |bs OK '' }Y /} 6 ' Base Shear, OV" = 1112 |bs 5eismic,DE V"w = 1660 |bs Wind, 1.OVV V" oAsc = 1669 Ubs Wind = 1001 (ASO) Anchor Shear: (Load applied toeach anchor/co,ner) Seismic: Design Eccentricity 596 Anchor: dx dx^3 dy dy^J e,= 2'15 in ev= 1.0625 in 1 43 1849 21.25 451.56 M°,= 2391 in-|bs Mv',= 1181 in-|bs 2 43 1849 21.25 451.56 Y Direction X Direction 3 43 1849 21.25 451.56 V1.3= 292 |bs V1.2= 292 |bs 4 43 1849 21.25 451.56 Vz.+= 292 |bs V3.4= 292 |by 7396 1806.35 Wind: V,.z.s.* = 417 |bs Max Vu'Amc*wn = 417 |bm Wind = 250 (A5D) OverturmimgyUplift, (Load applied toeach mnchor/comer) Seismic: Mot= 94141 lb -in Seismic,DE Net Tension: T,* = 343 |bs Mrs., = SSOOO lb -in Seismic, QE T,* = 974 |bs M�s,, = 27188 lb -in Seismic, QE Wind: M* = 105959 lb -in Wind, 1.UVV Max T" xmCvon* = 974 Ubs Wind ��,.,= 70937 lb -in Wind, 1.0VV = 557 (ASD) Mre,., = 35056 lb -in Wind, 1.UVV *Negative (') values indicate there is nvnet uplift www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 5/28/2019 Specifier's comments: UMCA Anchors 1 Input data Anchor type and diameter: Kwik Bolt TZ SS 304 3/4 (3 3/4) Effective embedment depth: hetac = 3.750 in„ h = 4.313 in. Material: AISI 304 Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2017 I 5/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, n.lb] SAFEzET Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG. FL-9494 Schaan Hill is a registered Trademark of Hilti AG. Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 2 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 5/28/2019 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity 0 / pv [%] Status Tension Pullout Strength 974 3954 25 / - OK Shear Concrete edge failure in direction y+ 417 4684 - / 9 OK Loading F+N Utilization F'N,v [%] Status Combined tension and shear loads 0.246 0.089 5/3 12 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concem solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, rnounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hdti AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan VL M K Project. E1 E 01 11,16 lab tt: ZE'(OO1 Z By: IL(--S Date: 2 Sheet C 45' ENGINEERING • DESIGN /{ A }✓ 3933 SW Kelly Avenue Portland, OR 97239 tei: 503.222.4453 fax: 503.248.9263 www.vlrnk.com www.hiltLus Company: VLMK Specifier: KRS Address: Phone I Fax: E-Mail: Specifier's comments: Cable Tray Support Anchor Page: 1 Project: EDCSEA01 Ph 3 Sub -Project I Pos. No.: 20190072 Date: 12/11/2019 1 Input data , 4- -4 Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 3/8 (1 5/8) Effective embedment depth: hef = 1.110 in., Nom = 1.625 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016 I 12/1/2017 Proof: Design method ACI 318 / AC193 Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: I, x ly x t = 2.000 in. x 2.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 2500, fc" = 2500 psi; h = 6.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [Ib, in.Ib] Y X Input data and results must be checked for agreement with the existing conditions and for plausibility! PRQFIS Anchor ( c ) 2003-2009 Hilt! AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: VLMK KRS 2 Proof I Utilization (Governing Cases) Loading Proof Tension Pullout Strength Shear Pryout Strength Loading l+N Combined tension and shear loads 0.224 3 Warnings • Please consider all details and hints/wamings given in the detailed report! Page: 2 Project: EDCSEA01 Ph 3 Sub -Project I Pos. No.: 20190072 Date: 12/11/2019 Design values [lb] Utilization Load Capacity pN 1 pv [%] Status 106 473 23 / - OK 150 696 - / 22 OK w S Utilization PN,v [%] Status 0.216 5/3 17 OK Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software, In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis, If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c J 2003-2009 Hilti AG. Ft,-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan -0.3 k Loads: LC 1, 0.7E+D Results for LC 1, 0.7E+D 9 VLMK EDCSEA01 Cable Tr a upport SK-1 KRS 20190072 Dec 19, 2019 Cable Tray Support with Knee Bra... Company VLMK Designer KRS Job Number : 2O18OD72 Model Name : EOCSEAU1Cable Tray Support 12Y1Q/2O1Q 1:11:44PM Checked By: %[ft Y fft ` O 4 N4 7 U O S N5 O \ 11 O G NG 3 14 U 7 N7 4 14 O 8 _] N8 7 ! 11 O BL Member Label k2 Direction y -013 Manitud k, k- L000don[(ft, .Inactive [(k.k4t).(in.- %50 | Active 1 Node Reactions N2 Direction Magnitude [(k,k-ft),(-Inactive [(k,k-fU (in.... % 0.108 } Active LC Node Label XD( Y [k ZDk 1 1 N3 O U O O ! U � O / ` 2 1 N2 O U 8 O 0 O � 3 ' 1 N1 -0.0417 -0.062 0 0 / O 0 4 1 1 N4 -0.0643 0.362 O O O U 5 1 Totals: -0.106 0.3 0 _ | Member Section Forces LC Member La Sec Axial fkl v Shear rkl z Shear fkj Torque fk-ftj v-y Momen... z-z Momen... 1 1 M1 '0.082 0.0417 0 O O 0 2 2 -0.062 0.0417 0 O O 40.1459 3 3 � 'OOG� � OD417 0 D U 'O2Q18 � 4 4 | -0.062 0l417 U O O -04377 5 5 01325 -01529 0 0 0 0 O 1 1 0.2589 01325 U 0 0 O 7 / 2 01589 0.1325 0 O U -0.233 8 3 0.0643 -0.362 U 0 O '0.3668 9 | 4 -0.2358 '0.0618 0 O 0 +0.1083 10 5 '0.2358 '0.0819 O 0 0 O 1 K43 1 0,0810 0.2358 8 O 0 4 2 0.362 '0.0643 V 0 O 48753 13 3 0.362 '0.0640 O O O -^.' ^ 14 ' 4 -��----- 0� --�7��3- 0 --o O - '0�2261__ --' -- 15 -- / -O.3$2--- -- 0 -----0- O 10 1 yN4 1 '0.2751 O O O O O 17 2 -0.2751 V O O O 0 � 18 3 '0.2751 0 O 0 U O 19 4 ~0.2751 0 0 O 0 O --��------�----''-----------�--------�����-----����------'-�-'--- O O __�_ O ��---' O _ �___ -----�n--' - _8 ___ -�{�-- ---��------------------------�-------22 2 o ^ ~' U O '-V- '---(0--- U�4�44 -----�''--�--------�---`' 24 4 U 0 O O U 0.4244 U� D O 0 0 [ Cable Tray Support with Knee Broce.r3d] MK V EV L DESIGN 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 wvwv.vlmk.com R-1 13/16" 21mm , Typ. 1 7" 1178mm Typ. FOR CON39211, CON40221, CON41231 VERTIV_ CONDENSERS 575V Option CABINET & ANCHOR DIMENSIONAL DATA 2 FAN (MCS056, MCM080, MCL110) DUAL CIRCUIT 575V Option Anchor Plan Full height leg supplied for -- each Lee -Temp or DSE Receiver required Left Side of Unit 3 5/8" 93mm Typ. DETAIL A Note: Typical All Legs 1. Liebert recommends a clearance of 36" (915mm) on each side for proper operation and component access. 2' , Cross bracing required for legs longer than 18" (457mm). Quantity varies per model & options selected. For DSE models only, 6-1/2" (165mm) dimension is 9-1/4" (235mm) and 15-1/4 (387mm) dimension is not applicable. -'y TOP OF AN GUARD Main Electric Box End J Lee -Temp or DSE Only All primary dimensions I'. in tables are in inches (Secondary are in mm) 1 7/8,except where specified 48mm ) Typ. 1/2" (13mm) X 1" (25mm) Obround Typ. Lee-Te Entering Hot Gas and Leaving Liquid Piping p or DSE Receiver 6 1/2" Ref 6165mm1/2„) Re 165mm ' Dual Circuit Only 151/4" f......._...... K.........................._..............._. 151/4" 387mm , 387mm Dual Circuit ©nly Front View (Lee -Temp Shown) LIEBERT MODEL NUMBER (LEG HEIGHT DIMENSIONS) MCSO56 MCM080 18 (457) 361914) 48 (1219) 60 (1524) DIM "G" 31-5/8 (803) 49-5/8 (1260) 61-58 (1565) 73.58 (1870) DIM "H" 39-5/8 (1006) 57-5/8 (1464) 69.58 (1768) 81.5/8 (2073) MC L110 DIM "G" 35-7/8 (911) 53-7/8 (1368) 65.7/8 (1673) 77-7/8 (1978) DIM "H" 43-5/8 (1108) 61.5/8 (1565) 73-518 (1870) 85-5/8 (2175) LIEBERT MODEL NUMBER A A" (575V ONLY) C D J Lee -Temp or DSE Receivers Only K L M MCS056 94-7/8 (2411) 103-1/8 (2619) 88-3/8 (2245) 86-3/4 (2203) 42-1/2 (1079) 42-1/2 (1080) 40-7/8 (1038) 35-7/8 (910) MCM080 105-1/4 (2674) 113-7/16 (2882) 96-1/16 (2440) 94-7/16 (2398) 46-5/16 (11177) 46 (1168) 44-3/8 (1127) 39-5/16 (999 MCL110 124-1/8 (3152) 133-1/8 (3381) 112-1/8 (2848) 110.1/2 (2806) 54-3/8 (1381) 55-1/2 (1410) 53-7/8 (1368) 48-3/4 (1238 REV : 4 REV DATE : 12/16 DPN003437 Page :1 /1 FOR C0N29161/30162, 31171/32172, 33181/34182, 35191/36192 R-2 VERTIV CONDENSERS 13,16" t 21mm Typ. 7" I 178mm Typ. 575V —, CABINET & ANCHOR DIMENSIONAL DATA 3 FAN (MCL165) A A* Anchor Plan F Full height Leg - supplied for each Lee -Temp or DSE Receiver required 3 5/8" !. 93mm ) I Typ. I Option Main Electric • Box End Left Side of Unit Lee Tempj or DSE Only 1 7/8" 48mm Typ. 1/2" (13mm) X 1" (25mm) DETAIL A around TYP• Typical All Legs Eyebolts Typ. (4) Places Lee-Ternp or DSE Receiver Entering Hot Gas and Leaving Liquid Piping 15 1/4" Note: i387nim 1 1. Liebert recommends a clearance of 36" (915mm) on each side for proper operation and component access. 2 '•• Cross Bracing required for legs longer than 18" (457.2mm). quantity varies per model & options selected. . 3 \,For DSE models only, 6-1/2" (165mm) dimension is 9-1/4" (235mm) and 15-1/4 (387mm) dimension is not applicable. 54 1/8" 1374mm 6 1/2' a, t 165mm 3 'e' K Front View (Lee -Temp shown) LIEBERT MODEL NUMBER 7,, „ LEG HEIGHT DIM ENISIONS in. (mm) MCL165 18 (457) 35 (914) 48 (1219) 60 (1524) DIM "G" 35-7/8 (911) 53-7/8 (1368) 65-7/8 (1673) 77-7/8 (1978) DIM "H" 43-5/8 (1108) 61-5/8 (1565) 73-5/8 (1870) 85-5/8 (2175) Dimensions in. (mm LIEBERT MODEL NUMBER A A* (575V ONLY) B C D E J Lee -Temp or DSE Reciever K MCL165 180-1/4 (4578) 189-1/4 (4807) 73-7/16 (1866) 168-1/4 (4274) 110-1/2 (2806) 56-1/8 (1425) 54-3/8 (1381) 55-1/2 (1410) 53-7/8 (1368) 48-3/4 (1238) DPN003438 Page :1 /1 REV : 3 REV DATE : 12/16 e 2.3 Condenser and option net weights —Medium condensers (continued) • ." kieratilleigM Additional Weight for Options, lb (kg) rt DSE Receiver DA 0 bert DSE Receiver DA 080/085 Liebert DSE Receiver DA125/150 rnic/Wind Bracing,18-i 165 575V 5 (2 2 24 40 (18) 44 (20) 63 2 40 (18) Table 2.4 Condenser and option net weights —Large condensers Condenser Dry Weight, lb (kg) 114.114a 18" Leg 36 Leg 48" Leg 60" Leg Additional Weight for Options, Ib (kg) 10 (5 63 (29 4 ) CONDENSERS .,,Pc•rit• 486 (7 0) 518 (235 549 (249 602 (273) 602 (273) 766(347) 766(347) 798 (362) 798 (362) 829(376) 829(376) 1136 (515) 1184 (537) 1230 (558) 8 (40) 184 (83) 4 57 (26) 1453 (659) 1501(681) 1547 (707) 1. Liebert Lee -Temp 60(27) 5 (52) 120 (54) 175 (79) 215(98) 240 (109) Liebert DSE Receiver DA 050 — 5 (20) — 45 (20) Liebert DSE Receiver DA080/085 4(20) 90 (41) -- 45 (20) *0 (41) Liebert DSE Receiver DA125/150/165 — 188 (85) 94 (43) 94 (43) 18885) Coated coa 4 6 7 7) 24 , 32 ' 575V 79 (36) 90 (4 90 (41) 2 (60) 134(61) 134(61) Seismic/Wind Bracing, 18-in, legs 40 (18) 40 (18) 40 (18) _..ii 57 (26) 57 (26) 57 (26) Sum all highlighted weights in column for each 2 fan condenser section. Sum all highlighted weights in column for each 3 fan condenser section. Vertiv L e be rt' MC nstaller/User Guide I 17 ‘410 VERTIV. Electric Box End of Unit 36" — 1. 914mm Minimum Clearance 4 13,116" 122mm For ERP16000, 17000, 18000, 19000 (ground mounted on exterior under 3 fan condensers). CABINET DIMENSIONAL DATA PRO50 - PR250 42" ; 1067mm Minimum Clearance Pump Access Typical Both Sides ; 936" 14mm Minimum Clearance 21 3/8" 1-3/8" Liquid from Condenser to PRO50-PR125 543mm ; — 1-5/8" Liquid from Condenser to PR250 42 1/8" 1071mm • 36 15/16" 939mm • 9 3/8" I 238mm cl System System Circuit 1 Circuit 2 Liquid In Liquid In System System Circuit 2 Circuit 1 Liquid Out Liquid Out 4 13/16" 123mm 21 5/16" i 541mm l REAR VIEW '" 7/8" Liquid from PRO50-PR1 25 to indoor unit (PIPING END) 1-3/8" Liquid from PR250 to indoor unit 40 1 8" 1 01 mm 0 7/16" Typical 8 Places — (11mm) for unit mounting DETAIL B 40 11/16" 1033mm l LEFT SIDE VIEW ISOMETRIC VIEW 36 3/16" 919mm I 35 7/8" 911mml 0 7/16" Typical 8 Places —, (11mm) for unit mounting 40" 1016mm Model CircuitsUnit Voltage, Hz Approximate Dry Weight Ibs (kg) PROS° 1 208/230V, 460V 60Hz 217 (98) 380V, 575V 60Hz 242 (110) 415V 50Hz 217 (98) PRO85-125 and PR250 2 208/230V, 460V 60Hz 340 (154) 380V, 575V 60Hz 390 (177) 415V 50Hz 347 (157) 39 3 8" 1000mm) 5/8" I 2 thilq" ( 16mm1 74mm 12 15/16" 328mm ; FRONT VIEW 22 15/16" I 582mm 32 15/16' B36mm 35 7/8" 911mm SECTION A -A R-4 DPN002326 Page :1 /1 REV : 8 REV DATE : 5/18 MIN aaTaiTauFk NIT$T4 112,12,22110IN TITIAPT Ta)i.U.; TiT'N FRONT \ItEW T 9TM ^ti TOP VIE'N 42, laat P4ii.1 TEMA. 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D NIM21 ravitei TAIT ?CCM Fail TTT (T) 401419 CAIP11 ,i724,,IN OM. 20CA NN$ 02a,A,PPIla 0 1(Si aa PM) iflf. 5424124111,1491. WU WEN MA UP T221224202.1k711CNN VI'12 MAU/VON 144222,012411221,1141 kaktAaaa 021440) C. Met. 2012. KNINWo :PAIIt II,11190OP IC:MA &WO VACS PIA TRW* 4 CRVID ARE' 541,41 KAIRS, (1122090(,84104212 4. A IN,P 42 a", 2210222 ---11,RTseir144;Fr-a 1,0,15.12 L P440.10 SAIIC ouTu MOUNTING ad'21202 &NU RLAi CONNECTED TYPE .41 mama 11012 4400 , faw..T,414 WR,R,PoR WA. ;317'11 '1V23 Vra's,72-'1221 I rano'v ooNANNows.u6.2x 0NNuNe *If" mm") Y0101$ IR.' 'A' NIRO IRAro ORR,R, Ma, MI. 2,MIN R-6 NOTES 1. ALL DIMENSIONS ARE IN in ]mm]. 2. MINIMUM CLEARANCE FOR PROPE REAR • 6' [150mm] SIDE • 6" (150mm] (OUTSIDE CABINETS WHEN CABINETS ARE BOLTED TOGETHER SIDE BY SIDE) 3, PLACE OF CABINET IN FINAL POSITION AND ANCHOR TO FLOOR BEFORE ASSEMBLY. 4, TOP CABLE ENTRY MUST BE FROM OVERHEAD CABLE TRAY, 5, CONTROL AND POWER WIRING MUST BE RUN IN SEPARATE CONDUIT. 6. ALL WIRING IS TO BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES, 7. WEIGHT • 1380 LBS 1626 Kg] BATTERY CABINET DIMENSION 25.59"(W) x 23.62"(D) x 80,9"(H) (650mm x 600mm x 2055mm) SHEET N0. 1 OF 7 DRAWN BY: J. SHIPMAN ECN NO. DESIGNED BY: R. CAUDILL REF DWG. APPROVED BY. R. CAUDILL TITLE OUTLINE DRAWING SAMSUNG BATTERY CABINET LIEBERT NX225-600, NXL, EXL, EXL S1, EXM 480V DWG. NO. BPP14001 DATE (LATEST REV) 04/1312018 REVISION 7 1050 DEARBORN DR P.O. BOX 29186 COLUMBUS, OH 43229 VERTIY Proposal Name: EdgwConneX Salt Lake Quote Number: Q-5o577s City 'pp2 Quote Name: PP2 Quote Date: 111/0212018 -e Qty Product Description 1 1 Designation: MSBBA110 Product Details: 1'SquamDCustom SwhdSeries 2-QED-2 Switchboard ---------- --------- OqvamDCustom S*odSeries 2 Designed and Tested inaccordance with: ULeS1/NAT|ONALELECTRIC CODBNEMAPB-2 System Voltage '4OOY/2T7Y3Pn4m0OHz System Ampaoity'2OUOA Source Description 'Single Main Bussing ' Silver Plated Copper Neutral Bus '100% Max Available Fault Current (RNS)'1UOkA Enclosure ' Type I Accessibility: Front Only Equipment Nameplate VVhheSurfaco/B|eck Letters, Adhesive (Field Installed) Exterior Paint Color ' ANSI uy Ground Lug provided for each device Copper Ground Bus Communications System Options- MngbouRG48s Wired Out Certified Test Report Required Seismic Qualified Dimensions 3'36" WidoGectio$> o'3s^Deep s | Dimensions: 108.00vVX 36rMax D XB1.5rH Incoming Requirements Suitable for Use »mService Entrance Entry Point: Left ofLineup, Through the Bottom Connection Type: Cable SPDwith Surge Rating 24Ow\ epoDry Contacts Includes Surge Counter Special: TAG #CR'1 638*20' NEm*zHOLE LUG PADS vY/NEMASP Special: TAG #CR'1O3O42O- CUSTOM GRwDBUS NEMA2HOLE SP 1'2O0OAS/2VVOAT48VV10U%Rated 1OOkA3 Pole UL,Fixed Mounted Electronic Trip Circuit Breaker: Type nL Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Circuit Breaker MogxuxCommunications Wired Auxiliary Switch 1/V1B'Form C Padlock Attachment Energy Reduction Maintenance Switch Nameplate ' White Surface /Black Letters, Adhesive (Field Installed) Special: TAG #TxGvvsa'AUX. DEVICES WIRED TOT.a. Feeders 4'100OA3/10oOAT488v1OU%Rated 100xA3 Pole uL.Fixed Mounted Electronic Trip Circuit Breaker Type nL Common Feeder Features: PRINTED: 11/2/20189:47 AM Proposal womeEdgeCpnnmX Solt Lake Quote mumhocQ-5o577a R'8 Power Trip Unit, Long Time. Short Time, Instantaneous, Ground Fault Circuit Breaker MmUuuoCommunications Wired Auxiliary Switch 1A/18'Form C Padlock Attachment Energy Reduction Maintenance Switch Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TxovvEo'Aun,DEVICES WIRED TOT.8� Special: TAG #CR'103842o'CUSTOM GRmD BUS NEMA2HOLE SP Special: TAG #CR'103V420' NEMA2HOLE LUG PADS NVNEMA8p Swq# Qty Product Description 2 1 onsgnauwn:oSaaA11O Product Details 1-SquonuOCustom Swud-QED-2Switchboard Square DCustom 3vwbd Designed and Tested in accordance with: ULn91xvAT0wALELECTRIC oOoBNEMApoa System Voltage '480Y/27rY3Ph4wOOHc Source Description ' Main ixRemote System Ampacity'4OUVA Bussing ' Silver Plated Copper Neutral Bus '1UOY6 Max Available Fault Current (RmS)'V5xA Enclosure 'Type 1 Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) Exterior Paint Color ' ANSI 4e Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Special: TAG #5sss4so' CPT FOR AuXRELAYS Dimensions 3'36^Wide Section(s) 1'42^Wide Secdun(s) 4'wrDeep Dimensions: 150.mTYVX48^Max D%S1.5^H Approximate Weight: 5334.00|bn/2419.50kAo Incoming Requirements »L Dead Front Entry Point: Left ufLineup, Through the Side Bottom, Connected wExisting 1z345O7 SPDwith Surge Rating a«nm^ SpoDry Contacts Includes Surge Counter Devices Associated with Remote Main. 2'1600ASU500AT480V100% Rated 0SxA 3 Pole UL,Fixed Mounted Electronic Trip Circuit Breaker. Type RK Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Auxiliary Switch 1/V1B'Form C Padlock Attachment Energy Reduction Maintenance Switch SWITCHBOARDS PRINTED: 11C2/20188:47AN Proposal Name: sdQeCwnnvX Salt Lake Quote Number: Q-5usr76 Quote Date: 11/02/2018 Special: TAG #CR403B42O'NEMA2MOL LUG PADS NEMAGP Special: TAG#CR'1O3842O'CUSTOM GRwD BUS NEMA2HOLE SP SneoiaLTAG#TAGVYEB-AUX. DEVICES WIRED TOT.g. 0'1UOOAG/9OOAT48OV1O0%Rated O5kA3Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type RK Ammeter Trip Unit, Long Time, Short Time, Instantaneous Auxiliary Switch 3A/38-Form C Kirk Key Interlock Special: TAG # 5966430 - RELAY FOR 4 AUX CONTACTS 1'40OUAR4OOUAT100Y63Pole Stored Energy, Fixed Mounted Circuit Breaker, ANSI: Type NW Power Trip Unii, Long Time, Short Time. Instantaneous Auxiliary Switches 8A-88 OvencunnntTrip Switch 1A/1BForm C Contact(SDE) Kirk Key Interlock ContautVYoar|ndiomUon-Visua| Energy Reduction Maintenance Switch Special: TAG #CR'1V3842O'NEMA2HOL LUG PADS NEMA SP Special: TAG#CR'183842D'CUSTOM GRND BUS msmAuHOLE Gp Special: TAG #TA8vYEB'AUX. DEVICES WIRED TOT.B. Common Feeder Features: Nameplate White Surface /Black Louem. Adhesive (Field Installed) aeq # Qty Product Description x 1 oemonatmn:oSoBA21V Product Details: 1-SquareDCustom owud-oso-2Switchboard Square DCustom Swbd Designed and Tested in accordance with: System 60Hz Source Description - Main is Remote Bussing - Silver Plated Copper Neutral Bus - 100% Max Available Fault Current (RMG)'05kA Enclosure Accessibility: Front Only Equipment Nameplate VVhhoSudfano/B|ack Letters, Adhesive (Field Installed) Exterior Paint Color ' ANSI 4S Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Special: TAG #CR-183B42U-NEMA2HOLE LUG PADS NEMASP Special: TAG #5S0843O' CPT FOR AUxRELAYS Special: TAG #Cn'1sanwuo CUSTOM GnwoBUS wsmxoHOLE OP Dimensions 2'42"VVida 3'36" Wide Section(s) o'4a^Deep Enmumum(s) Dimenmiona;1g2.00"VVX4rmaxDX91.5"N Approximate Weight: 6249.00|us/2834.55kgs, 10 ViWITCHBOARDS Price Each Subtotal ' PRINTED: 11/2/2018e:47AN r,wpnao Name: EdgoCvnneX Salt Lake Quote Number: Q'585776 City 'PPo Quote Name: PP2 Quote Dwte:n/021201u Incoming Requirements ULDead Front Entry Point: Left o|Lineup, Through the Side Bottom, Connected to Existing 1284567 DPDwith Surge Rating 24OkA opoDry Contacts Includes Surge Counter Feeders Devices Associated with Remote Main: 1'4O0VAF/4OOOAT100%8Pole Stored Energy, Fixed Mounted Circuit Breaker, ANSI: Type NW Power Trip Unit, Long Time, Short Time, Instantaneous 0vercurrentTrip Switch 1A/1BForm C Contact (SDE Auxiliary Switches 4A'4B Kirk Key Interlock Contact Wear Indication 'Visual Energy Reduction Maintenance Switch Special: TAG #CR'10aa^2o'wsMA2HOLE LUG PADS wsMxSP Special: TAG #Cn'1euu*20'CUSTOM sRwo BUS wsMAoHOLE Gp n'1000aa/oonAT*oov1numRated nokAnPole VL.Group Mounted Electronic Trip Circuit Breaker: Type RK Ammeter Trip Unit, Long Time, Short Time, Instantaneous Auxiliary Switch 3A/3B-Form C Kirk Key Interlock Special: TAG # 5966430 RELAY FOR 4AuX CONTACTS 2'180oA8/100V4T4OOV1O0Y6Rated 05kA3 Pole UL.Fixed Mounted Electronic Trip Circuit Breaker: Type RK Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Auxiliary Switch 1A/18'Form C Padlock Attachment Energy Reduction Maintenance Switch Special: TAG #cm'1Vuo4xo wsmAuHOLE LUG PADS msMAeP Special: TAo#cR'1soo4uo'CUSTOM sRmo BUS wsmAzHOLE aP Common Feeder Features: Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TxGWss'AUX. DEVICES WIRED ToT,B. SWITCHBOARDS Seq# Qty �Product Description' ___ Price Each Subtotal 4 1 11V Product Details: 1-Square oCustom Swbd Series 2-QED-2 Switchboard Square oCustom SwbdSeries u Designed and Tested inaccordance with: ULng1/wxTmwALELECTRIC coDs/wsmApo-u System Voltage '400v3Px3wVV*z Source Description Main iRemote Bussing - Silver Plated Copper Max Available Fault Current (nMs)'05xA PRINTED: 1112/20189:47mw , LU.'|,vSchneider OE ectric Proposal Name: EdgeConneX Salt Lake Quote mummer: Q-585776 Quote Name: PP2 Quote Date: 11/02/2018 Enclosure 'Type 1 Accessibility: Front Only Equipment Nameplate VVhheGurfaoe/B|ack Letters, Adhesive (Field Installed) NnHorizontal Bus Exterior Paint Color - ANSI 48 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Dimensions 1'42~Wide Sention(s) 1'3UrDeep Encloovm(s) Dimensions: 42.00"VVX36rMax D%S1.5^H Approximate Weight: 1055.00|un/478.55kgo Incoming Requirements ULDead Front Entry Point: Left ofLineup Through the Top Connection Type: Cable Special: TAG #CR'1V3V42V' NEMA2HOLE LUG PADS wEMASP Special: TAG #CR-103O^2O'CUSTOM GRNDBUS mswmuHOLE Sp Devices Associated with Remote Main: 3'anOAS/8UVAT4eOV8o%Rated V5kx3Pole UL,Group Mounted Electronic Trip Circuit Breaker: Type PJ Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1'1000AS/900AT480V80% Rated O5kA3Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1/V18'Form C Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #T*mvvEo'AUX. DEVICES WIRED ToT�o. [SWITCHBOARDS Seq # Oty Product Description Price Each, Sub, s 1 Designation ; MDSBg111O Product Details: 1-Square mCustom owm1Series z-QEDaSwitchboard Square oCustom o*uuSeries u Designed and Tested inaccordance with: UL8e1/wATmwAL ELECTRIC ooDE/NEmApa'u System Volta480v3px3w60H Source Description - Main is Remote Bussing - Silver Plated Copper Max Available Fault Current (RMS) - 65kA Enclosure - Type 1 Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) NoHorizontal Bus PRINTED: 11/2/20189:47Aw Proposal wamw:sdgeConnwX Salt Lake Quote Number: Q-5o5r7s ^ Lv Schneider Quote Date: 11/0212018 Exterior Paint Color ' ANSI 48 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Dimensions 1'42"Wide 1-36rDeep Dimensions: 42.0rVVX36" Max DX91.5"H Approximate Weight: 1055.00|bo/478.55kge Incoming Requirements UL Dead Front Entry Point: Left of Lineup Through the Top Connection Type: Cable Special: TAG #CR.1638420' NEMA2HOLE LUG PADS NEMASP Special: TAG #CR'1V38420'CUSTOM GRNDBVS NEMA2HOLE SP Devices Associated with Remote Main: 3'80UAS/800AT480VOD%Rated 85kA3 Pole VL, Group Mounted Electronic Trip Circuit Breaker: Type pi Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1'1UU0AS/8OOAT480V8O%Rated 85kA3Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1A/18'Form C Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TAGVVEB-AUX. DEVICES WIRED TOT.B. Seq# O*/ Product Description a 1 Designation: MoGoo1110 Product Details: 1-SquamoCustom G~buSeries o-QED-2Switchboard Square DCustom SwbdSeries 2 Designed and Tested inaccordance with: UL881/NAJ|ONALELECTRIC CODBNEMAPB-2 System Voltage 480V3Px3w00Hz Source Description ' Main ioRemote System Ampacity'18OuA Bussing Silver Plated Copper Max Available Fault Current (RMO)'05KA Enclosure Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) woHnnzono,|Bus Exterior Paint Color ' ANSI 49 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified [SWITCHBOARDS i Price Eachr Subtotal PRINTED: 11/2/20189:47mw 1, if eider Proposal Name: EdgeConneX Salt Lake Quote Number: Q-585776 City - PP2 Quote Name: PP2 Quote Date: 11/02/2018 R-13 Dimensions 1 - 42" Wide Section(s) 1 - 36" Deep Enclosure(s) Dimensions: 42.00" W X 36" Max D X 91.5" H Approximate Weight: 1055.00 Ibs / 478.55 kgs Incoming Requirements --------------------- UL Dead Front Entry Point: Left of Lineup Through the Top Connection Type: Cable Special: TAG # CR-1638420 - NEMA 2 HOLE LUG PADS NEMA SP Special: TAG # CR-1638420 - CUSTOM GRND BUS NEMA 2 HOLE SP Feeders Devices Associated with Remote Main: 3 - 800AS/800AT 480V 80% Rated 65 kA 3 Pole UL, Group Mounted Electronic Trip Circuit Breaker: Type PJ Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1 - 1000AS/900AT 480V 80% Rated 65 kA 3 Pole UL, Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1A/1B - Form C Nameplate - White Surface / Black Letters, Adhesive (Field Installed) Special: TAG # TAGWEB - AUX. DEVICES WIRED TO T.B. Seq # Qty Product Description 7 1 Designation : MDSBD1110 Product Details: 1-Square D Custom Swbd Series 2-QED-2 Switchboard Square D Custom Swbd Series 2 Designed and Tested in accordance with: UL 891/NATIONAL ELECTRIC CODE/NEMA PB-2 System Voltage - 480V 3Ph 3W 60Hz Source Description - Main is Remote System Ampacity - 1600A Bussing - Silver Plated Copper Max Available Fault Current (RMS) - 65kA Enclosure - Type 1 Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) No Horizontal Bus Exterior Paint Color - ANSI 49 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Dimensions 1 - 42" Wide Section(s) 1 - 36" Deep Enclosure(s) S ITCHBOARDSj Price Each Subt PRINTED : 11/ 2018 9:47 AM ^ U.�%'L,"—"' -f� mider Quote Name: PP2 Quote Date: 11/02/2018 Proposal Name: EdgeConneX Salt Lake Quote Number: Q-585776 Eicctr it Dimensions: 42.00VVX36"MexDX81.5"H Incoming Requirements VLDead Front Entry Point: Left ofLineup Through the Top Connection Type: Cable Special: TAG #CR.183842O-NEMA2HOLE LUG PADS mEmAaP Special: TAG #cn.163842O'CUSTOM GRmoBUS NEMA2HOLE 8P Devices Associated with Remote Main: 3-800AB000AT480V80% Rated 65kA3Pole UL,Group Mounted Electronic Trip Circuit Breaker: Type PJ Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1-1VOVAEV8DOAT48VV8VY6Rated 65kA3Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1A/18'Form C Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TAGWE8-AUX. DEVICES WIRED TOT�B. [SWITCHBOARDS1 PRINTED: 11/2/20183:47AN R-15 TOP INPUT PLATE TOP OUTPUT PLATE 13.8" [349mm] x 19.8" [503mm] x 32.5" [826mm] 37,8° [959mm] 2 TOP INPUT PLATE 19.8" 1503mm] x 32.5" [826mm] TOP VIEW 79,0" [2007mm] 19.0' [483mm] 30.0" [762mm] •+ M " [457mm] 20.3" 1514mm] 9.6" (243mm) 10.0" 1254mm] • 12.0" [305mm] (r • FRONT VIEW ' 8 • 1 BOTTOM INPUT PLATE 14.0" ]356mm] x 36.0" [914mm] BOTTOM VIEW 43.2" ]1098mm] ...............• w RIGHT SIDE VIEW 9mml BOTTOM OUTPUT PLATE (SEE SHEET 3) 1. ALL DIMENSIONS ARE IN inches (mm]. 2. CLEARANCES FOR 100% RATED CB'S REQUIRE 61 mm CLEARANCE ON RIGHT SIDE, 4" [102mm) OF CLEARANCE IN REAR, 18" [457mm( ABOVE UNIT FOR VENTILATION AND 36" [914mm] IN FRONT FOR SERVICE ACCESS, 3. CLEARANCES FOR 80% RATED CB'S REQUIRE 18' [457mm] ABOVE UNIT FOR VENTILATION AND 36" [914mm] IN FRONT FOR SERVICE ACCESS, 4. KEEP CABINET WITHIN 15 DEGREES OF VERTICAL. 5. ALL WIRING MUST BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. 6. UNIT BOTTOM IS STRUCTURALLY ADEQUATE FOR FORKLIFT HANDLING. 7. WIDTH DIMENSIONS INCLUDE SIDE PANELS, 8. INPUT WIRING IS THROUGH THE TOP OF THE TRANSFORMER SECTION OR THROUGH THE TOP/BOTTOM OF THE LEFT SIDE CABINET. 9. OUTPUT WIRING CAN EXIT THROUGH THE TOP OR BOTTOM OF THE DISTRIBUTION SECTION. 10, APPROXIMATE WEIGHT: SIDECAR • 300LBS [136kG] TRANSFORMER AND OUTPUT CABINET • 3420LBS 11551kG] TOTAL • 3720LBS (1687kG) 11. APPROXIMATE HEAT OUTPUT: 32,415 BTUIHR [9.5kW( NOTES PDUs SHEET NO. 1 OF 3 DRAWN BY: J. SHIPMAN ECN NO. DESIGNED BY: R. LEITER REF DWG APPROVED BY: R. LEITER TITLE OUTLINE DRAWING 500kVA NARROW PROFILE DESIGN WITH 18"W SIDECAR LIEBERT PPC DWG, NO, PPC27099 ATE LATEST REV 1 0910412018 RENSiON 0 t9S0 DEARBORN DR P.0. B08 2916B OLUMBUS, Oh 4322a VERTIV Wiu111CI31 9CI ICI awu Old vwvuCl Lv 3 u vJ,vu r111 VLJ I R-16 SEE NOTE 5 FRONT VIEW A CLEARANCE OF 18" [457mm] IS RECOMMENDED ABOVE UNIT FOR COOLING AIR FLOW A CLEARANCE OF 36" [914mm] IS RECOMMENDED AT FRONT FOR SERVICE ACCESS 120° DOOR SWING SEE NOTE 5 13.5" )344mm] OVERALL DEPTH INCLUDING BEZEL •. • • T J. I V —120° DOOR SWING 3��1 `y9 0000000011010• 00000000010000 00100000000000 1000,..,. 0001 +c 0 0 0; BOTTOM VIEW 13,0" [330mm] 12,0" [305mm] RIGHT SIDE VIEW 3.9" ]98mm] Ee N ui CO , • • I $ L y • r 'I 1' • e 16.0" [406mm] REAR VIEW MOUNTING HOLES TO ATTACH TO WALL OR SUPPORTS NOTES 1. WEIGHT: 225 LBS (102 KG) 2. HEAT OUTPUT: 3,412 BTU/HR (1 KW) 3. UNIT CAN NOT BE FREE STANDING, IT MUST BE ATTACHED TO A WALL OR OTHER SUPPORT (HARDWARE SUPPLIED BY OTHERS). 4. UNITS CAN BE ATTACHED BACK-TO-BACK, SIDE -BY -SIDE (WILL REQUIRE ATTACHING TO A WALL OR OTHER SUPPORT) OR BACK-TO•BACK WITH UNITS ON ONE OR BOTH SIDES. HARDWARE IS INCLUDED WITH EACH UNIT. 5. SEE SUBMITTAL RX11001 FOR CONDUIT PLATE DETAIL. FLOOR MOUNTING SHEET NO. 1 OF 1 DRAWN BY: K. STACY ECN NO. DESIGNED BY: R. LEITER REF DWG APPROVED BY R. LEITER TITLE OUTLINE DRAWING NO MONITORING DISPLAY LIEBERT RX DWG. NO. RX11000 DATE (LATEST REV 6119/2017 REVISION 5 1050 DEARBORN DR P.O. BON 29186 COLUMBUS, OH 43229 VERTIV. TO PANEL 6.5" [165] POWER CONDUIT OPENING WIO PANEL 24,5" [622] X 15.5" [394] 1.1" [28] TO PANEL Agei 7" [856] LOW VOLTAGE 1,3" CONDUIT PLATE TO PANEL LOW VOLTAGE CONDUIT PLATE 2,8" [71] X 11.7" [297] 3] --J TOP VIEW 34,7" [881] reighs 4,440 lbs. 90,7" [2304] 31.6" [802]—I- 59.1" [1502] 511. f ri NOTES: 1, ALL DIMENSIONS ARE IN inches [mil 2, 24' (610) MINIMUM CLEARANCE ABOVE UNIT REQUIRED FOR PJR EXHAUST, AND 36' (914) FRONT ACCESS REQUIRED FOR SERVICE, 3, KEEP CABINET WITHIN 15 DEGREES OF VERTICAL, 4, TOP AND BOTTOM CABLE ENTRY AVAILABLE THROUGH REMOVABLE ACCESS PLATES, REMOVE, PUNCH TO SUIT CABLE ENTRY SIZE AND REPLACE, 5, UNIT BOTTOM IS STRUCTURALLY ADEQUATE FOR FORKLIFT HANDLING, 6, CONTROL WIRING AND POWER WIRING MUST BE RUN IN SEPARATE CABLE ENTRY, 7, ALL WIRING IS TO BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES, 8, DEPTH DIMENSION INCLUDES FRONT DOOR AND REAR PANEL, 9, WIDTH DIMENSIONS INCLUDE SIDE PANELS, 10, SEE TECHNICAL DATA DRAWING FOR SHIPPING WEIGHTS, 11, THE HEIGHT IS TO THE TOP OF THE FRAME, THE FANS RISE 1,5" ABOVE THE FRAME, UPSs POWER CONDUIT OPENING WIO PANEL 24.5" [622] X 15,5" [394] 7" [856] 2.4" [62] 29,8" [756] 1,5" [38] FRONT LOW VOLTAGE CONDUIT PLATE 2.9" [74] X 10.9" [276] 1 7E5 CENTER OF GRAVITY TYP, FOR FRONT 36,8" [935] I.-402" [1022]—:I 19,3' [489] FRONT VIEW CENTER CENTER RIGHT SIDE VIEW OF GRAVITY 76.8" [1950] EE NOTE 12 OF GRAVITY 8 BOTTOM VIEW DRAWN BY V. CARMONA SHEET NO, 1 OF 1 OUTLINE DRAWING 1+N 0 kMULTI-ODULE OR VAM600kVA UPS SMS LIEBERT NX 0VERTIV. CK BY CHHELLER ECN NO, REF. DING. ORDER NO. DWG, NO. 16aC2001Anni\AF DATE 41261S JINX REV. # 6 1°5° °EAa9C" " P.O. X 29186 Fil R NAMF^8dwnlN 25.800kVA 44880VINITIICIOuline SMS MMUII+NIIU38.6(.'2001.06,0wc rur t"'SHL I uvo, GCUuu, L.3uuu N VERTIV. 35' 88 R-18 JCRAC SMALLER CABINET DIMENSIONAL DATA UPFLOW 35-105kW (10-30 TONS) MODELS W/ EC FANS Alternate Refrigeration or Condenser Fluid Piping Entrance 33" (838mm! lmm t 00 I °^. ,.. . _ . .. .. - . .. 1 . i" .. , <.. �P _ ' 1 i '..- ". _ Condenser cleanout —` access High Volt connecti 31 /4" 83mm Typ. 76" s 1 3/4" — 44mm TOP VIEW Low vol onnection(s) I 1930mm 2" 51mm' FRONT VIEW B Note: 1. Front air return unit shown. For rear return unit, in addition to front service area shown, also include 25" (635mm) on one side of unit for access to rear return filter box. See DPN003974. 2 EC fans plenum is not shown, EC fans and plenum shipped separately. See DPN003458, DPN003453, & DPN003459 for unit dimensions with EC tans plenum mounted. 3. All notes. references, and dimensions not included in table are typical on all Upflow EC Fan units. 5/16" 8mm' Bezel 35-42kW (10-12 Tons 53-77kW (15-22 Tons) Space required for EC Fan Plenum (shipped separately) dependent on height of plenum ordered (all views). Required for Condenser cleanout on Water/Glycol & GLYCOOLTM' models on all views). 610mm ; Shaded area indicates a recommended minimum clearance be provided for component access. Clearance required from floor to top of unit and plenum (all views). 105kW (30Ton Model Number Compressor Type Cooling Type A in. (mm) B in. (mm) 35kW 42kW Scroll or Digital Scroll AirCooled/Air Cooled w/Dual Cool 73 (1854) 72 (1821 Water/Glycol/GLYCOOLTM/Dual Cool 86 (2184) 85 (2159) 53kW 70kW Scroll or Digital Scroll AirCooled/Air Cooled wr/Dual Cool 98 (2489) 97 (2464) Water/GlycoVGLYCOOL /Dual Cool 109 (2769) 108 (2743) 77kW Scroll AirCooled/Air Cooled w/Dual Cool 98 (2489) 109 (2769) 97 (2464) 108 (2743) Water/Glycol/GLYCOOLTM/Dual Cool Semi hermetic AirCooled/Air Cooled w/Dual Cool Water/GIycoVGLYCOOLTm/Dual Cool 105kW Scroll AirCooled/Air Cooled w/Dual Cool 132 (3353) 131 (3327) Water/GlycoVGLYCOOLT""/Dual Cool Semi hermetic AirCooled/Air Cooled w/Dual Cool Water/Glycol/GLYCOOLTm/Dual Cool 914mm? f DPN003681 Page :1 /1 REV : 3 REV DATE : 5/17 R-18 SMALLER CRAC Table 4.2 Liebert DS downflow unit weights and shipping weights —Approximate (continued) Model Number Compressor Type Cooling Type EC Fan Unit Weight, lb (kg) Downflow Downflow Shipping Weights, lb (kg) Domeatic, lb (143) Export. lb (kg) DS077 Standard Scroll' Air-cooled 2020 (916) 2170(985) 2360 0071) Dual Cool A'r 2200 (998) 2360 ',106e.. 2540 c153; ' ,g(tal- scrol not avaiable, Semi-herme,tic Air-c,00lec 2450 (1'14) 2312 (185) 261:2 12 (6) Dual Cool Air 2630 (1196) 2702 (1267) 2992 (1358) \Nat er/Glyc ut 2750 (1950) 2912 (1327) 312 0412'; GLYCOOL/Dual Cool `Water 2930 (1332) 3092 (1403) 3292 (1494) , DS-05 S'..aneard Screll- Air -cocle0 2660 (1207) 3103 (1408) 3323 (1.508) Dual Cool Air 3015 (1368) 3463 (1571) 3683 (1671) *D gital--sc rot rot avar — Sernt-her me 1: c Air-cooled 2780 (1261) 3223 (1462.) 3443 (1562) Du.al Cool Ai, 335 (1422) 35K.' (1625) 2503 ("726) Water/Glycol 3150 (1429) 3593 (1630) 3313 (1730) 01 v C001 iDuai Cool Water 3505 (1590) 3953 (77.94) 4173 (1803) Table 4.3 Liebert DS upflow unit weights and shipping weights —Approximate 1. Model Number CompressorType Cool' i:rflow Forward n Unit Weight, Curved Domestic. lb Export, lb lb (kg) Unit Weight. b (kg) (kg) (kg) pflowSbippingWe4hts,th (kg) w/Forward-curved Blowers Air-cooled '370 (621) 1520 (689) 1658 (753) 1828(330) ID al Cool Air 1520 (689. ) 16/0 (158) '308 (821) 79/8 (898) VS035-042 Scroll or Diglal-sc roll WatertGlycol 1650 (762) 1830 (830) 1968 (893) 2138 (970) CLYC .0L/D.val Cool 21'3 2288 Water 1830 (830) 19,80 (898) (961) (1038) 10 Air-cooled 1900 (862) 2070 (939) 2220 (1007) (21:04Q4) 0.,..81 Cocl Air 2080. (943) 2250. (1027) ,2400 (1089) 2590 (1".1) VS053 Scrok or Digital -scroll 2.732 Weter/Giycol 2200 (998) 2370 (1075) 2532 (1149) (1240) GLYCOOL/Dual Cool %Nat e r 2380 (10SC) 2550 ("157) 2712 (1231) 2912 (1321) vorty Lerert Ds -System Desian Catalog N VERTIV. For CRA16000, 17000, 18000, 19000 (on 30" fioorstands see next page) R-18 LARGER CRAC DOWNFLOW AIR COOLED DA125, DA150 & DA165 MODELS 2 5/8" 67mm 7" 178mm ? 3 3/8" 86mm ; .... Secondary Refrigerant Piping Entrance 19" 483mm ; 117 11/16" 2989mm Opening It 47"' i 1194mm 45" f. 1143mm t` Y Notes: Filters are removed thru front of plenum 1067mm i Opening 1 3/16" 29mm Handle 144" 3658mm Top View 3 48' 1219mm — Filter Plenum Shipped separately 24" Striated area indicates the recommended' 610mm i minmum clearance to be provided for component access. r 8mm Shaded area indicates the required minimum clearance Bezel below the unit to lower the fans into the floor.Fans may also remain in their shipped position if desired, 5/6" 18" 457mm 76" 1930mm Base Unit r111 94" 2388mm i Total Height 142" 3607mm Front View 1" 25mm i Typ, Model No. Approximate Dry Weight lb(kg) DA125 3465 (1572) DA150/DA165 3574 (1621) 45" 1143mm 1 Plenum 45" 1143mm 47 1194mm , 7" for DA125, 4" for DA150 & DA165. DPN003175 Page :1 /1 REV: 5 REV DATE : 5/18 LIEBERT‘10 DSE LARGER VERTIV. CRAC FLOORSTAND DIMENSIONAL DATA DOWNFLOW AIR COOLED DA125, DA150 & DA165 MODELS R-18 43 11( Cente Typ. ( ( 3569mm ,— Piping Access Area Center of i Feet 1 /2" i5mm r of Feet l) Places 36" 914mm Center i of Feet C 1 ., (25mm: Typ• t l l8mm i Center of Feet t 1181/2" 591 /4" (1505mm i Center of Feet 3010mm i Center of Feet 120 3/4" 7/8" TYP. 23mm 142" 3607mm j JVVfII IIiI Center of Feet 3" 76mm NP• ( 1633645mm 1/2" Overall Length - Notes: 1. This floorstand should be used when EC fans are intended to be lowered under a raised floor. 24-48" floorstands allow fan to be lowered under the raised floor. 2. All paneled sides of unit overhang floorstand 1" (25mm). 3. The floorstand used with EC units is not symmetrical and proper orientation required for lowering the blowers. Unless the floor stand is installed in the correct position, the blowers will not lower into the floorstand. 4'\, Jack and jack support are shipped loose and are intended to be placed into position under each fan and utilized to lower or raise that fan as needed individually. 5.'., Leveling feet are provided with t1.1/2" (38mm) adjustment from nominal height "A". 6>�•, Applies to 36", 42", & 48" Floorstands. 7', 7" Floorstands can only be used with downflow units with front or rear discharge. 251 /4" A i641mmi Height in. (mm) A 7(178)± 18 (457)z8:, 24 (610) 30 (762) 36 (914) 42 (1067) 48 (1219) 8 `\ Fans may be lowered into 18" floor, however this application does not allow for the use of a factory provided floor jack. Other methods of raising/lowering fans must be employed for raised floors less than 24". 45" (1143mmi� 461/2" (1181mmi At each end 4T ( 1194mm Overall Depth DPN003177 Page :1 /1 REV : 6 REV DATE : 1/17 R-19 7 6GENERATORS 47950 NOTED 1. 02 WiDEL ENCLOSURE 2 ‘1,442 DODBLEVALL MADE FUSE TANK AT''''1717 ........ ......„. . , .. . 771,77.vorlIA7=1,4- ta a .7, 0 0 — I ....... rr .:ii, i-J *II li 14 L? AM MAE- rK02 DISC DGE D 162.64 I .; ...»,::: - • - . A - I jUJFE1„,..,,,, i - 1 AI i i . k .. .I A..77. A r 250,.00 M., "777 I „JI? .. .— 11 -1,1 AR INTA al 00 g el / g 8 A g - All,0001171i Wd1111 ,,,,,RWV.40.144AS ;IKOW‘Te, A! 1 D A IN , INC. w, ^, A .0 A A A ,ZA A.ArAA, , * ! M27 4 I A 4,3041' ift0n0 .aa.4-1,-..: FRELIMNO LOW REVISIONS A A J, sr 1000,0 (AK JK aua.loi 'OR AMU 8 7 6 5 4 3 2 1 REV 127.30 [3 331 DESCRIPTION BY (TATE + + r • 1 ; i'',.*.;" ; 6' ' J F. .1 ; ;Xi' , r, :i + + + + : +':.;+ ', ' t.+ ' + + .1 6' ' 4 3,90 1893] .3600 36+.00 300 1 36+.00_1 ni Al rni 41 rn141 rn..11-1 SEE DRAWING -5 FOR iNSTALTATION-FOUNDATiON REQUIREMENTS SSGA0100 DUAL DIMENSIONS: INCHES imaiiIETERS Joe NAK: Edgel:arleX Seattle EDCSEA01 DH3, PP2 (UV) „.108 LOCATIoN DRAwN 13r: 102E1 NCR: DATE: April 30 2019 DRAWING STATUS: QUOTE EMINENT DESIGNATICO:SCA01C0 EQUIPMENT TYPE MASTERCLAO SIRTENGEAR DRAWING TYPE: 1DPVlEY1 RON PLAN DWUF0472124-23763nr. !PSI OF1 1 RVi - 904 DESr:PIPflett 6( FAIR --l--/-- GENERAL NOTES: POWER SYSTEM DATA: 204000 3Ph .11W EICIHz, 3 Noe Wye, 3 Wire, SolIdy Grounded i25 IV BEL 60 HERTZ. FREOUENCY 1200 AMPERES, SILVER PLATED COPPER, EIII001 INSULATED MAIN BUS BRACED FOR 40kA PIUS SFMMETRICAL, CILASS DOLTESHR sTAND-OFF INSUDJORE EPDXY BETWEEN SECTION BUS BARRIER BREAKER BUSHINDS 41 CELL ARE DURESPA BARE GP:PPER GROUND BUS ENCLOSURE DATA, TYRE 3R OUTDOOR, NON WALK-19CONSTRUCTION ALTITUDE ABOVE SEA LEVEL BETWEEN: 0 - 3269 it / 0 - 1005 m ANSI #00 FINISH, PROCEDURES: ZIND PHOSPHATE WITH NON-0HROL115: SEAT, Rug INHIBITED TREATMENT WITH EAXED POLYESTER COATING, REAR ACCESS EV BADLOCKABLE TUBE 3P, DOOP, 'WHITE INTERIOR LOW VOLTAGE PANELS HANDLING; SWBCHGEAR SHIPPING, SECTIONS AiE 9U696BED WITH EOUR LEPTiNG LUGS, A CRANE SHALL BE USED MTH A SLNC AND A SPREADER BAR. 41, BREAKER *MKT; 1200A, 625 LES 2E3KG CODE STANDARD& ANSI, NEMA, IL SEISMIC DUALIEIED. PRODUCT INFORMATION., WIRING; NNIROL wiRiNG IS # 14 AWS, TYPE 50 CURRENT CIRCUIT WIRING # 12 AWD, TYPE SIS INIRES SHALL BE LABELED WITLI DESTINATION MARKING TOESTINATIONYDRICIN) TERMINATIONS; INSULATED 090 TyRE LuGS SHALL BE CIO (TAPEERE APPL)CABLE) ON ALL LiM vOLTAOE S0034VEJDD TENNAEs, TERMINAL BLOCKS ARE COMPRESSION SOLDERLESS BOX TVS (TYPE 0R6), 101,4PEESSI0N BOX LUGS' (TYPE GREG TERNTINAL 810010 FOR ALI COMMUNICATIONS 'TERMINATIONS WHEN REWIRED, BREAKER SPECIFICATION. BREAM TYPE 151199.5 5 MACHIN GREAKER RATING: 27,000/40kA ANSI C37,00 (STD DKR) CLOSE CONTROL POWER IS 120VAC 80 CUSTOMER RE CONTROL POWER IS 11001)0131 (GU MOC & 100 EALREQUEEKI MATS FURNISHED WITH R5-185 AND MODBIIS 0ROT0001. QPTIONSACCESSORIES: ETHERNET GATEWn" 94118 10/100BASE 4 11-15 Ty,nsLEE pidp, pop;F: ALL NOOKS DEVICES PRE -WIPED ANT) PRE -TESTED AT TILE FACTORY TO THE EATEN? TRACEAEILITG LABEL REOUIRED SHOP,TING TERMINAL BLOCKS FOR ALL GT CIRCUITS STRIP HEATERS WITH THERMOSTAT, AMMETER AND BREAKER. HUM1DISTAT FOP HUMIDITY CONTROL DUPLEX RECEPTACLE L161:11 tir: SWITTIN EREAREP, LIFT RICK (Continued on ner-i pop.) R-21 SSGA0100 JOB NAME: E3Q11onne0 Seo1113 EIKSEA131 D113, 2P2 EOPMENT DESJAATO: SSGA0100 LOB LOT:ATOP EOulEvENT TYPE MASTERGLAD SWITalaki 1PaN BY: (020) OlCk: 69111119 UR: GENERAL NOTES DATE, toil 30 2019 QUAR ti.aril 0kA11196 SIAM: 00u1[ 0403FQ-922824-23768648-03 1001 oF 2 I REV REV DESCRIPIDN .70 BY DATE 20.00 36.00 [051 4." [914] REAR AISLE FOR DOOR SWING 113.90 11.38 _.._.._.._ 1....1•1•.•.• [2893] [2854] FRAME BASE 8,00 [203] ,821 1 .00 [211- 1251- DOOR 1 * 72.00 [1829] FRONT PAD EXTENSION FLOOR PLAN 4.00 [356[ POWER CABLE CONDUITLOCATION 9.00 [22g] 2.50 [64] CONTROL CONDUIT AREA 7.50 [191) FOR TIE AND 36.00491 4] METERING SECTION A INSTALLATION —FOUNDATION REQUIREMENTS ' LIFT TRUCK IS REQUIRED, 72,0041829] FRONT PAD EXTENSION REQUIRED. SS THE SWITCHGEAR MUST BE INSTALLED ON A FLAT, LEVEL SURFACE. SQUARE D RECOMMENDS INSTALLING THE SWITCHGEAR ON A CONCRETE PAD LEVELED TO 1 /8 [3] IN ANY SQUARE YARD. THE CONCRETE PAD SHOULD EXTEND 72,0041829]. IN FRONT OF THE SWITCHGEAR FOR MOVEMENT OF THE BREAKER LIFT TRUCK. THE REAR OF THE PAD SHOULD EXTEND A MINIMUM OF 12.0043091 TO ALLOW SPACE FOR THE ANCHOR BOLTS. A MINIMUM OF 36.00/[9 I 4] IS NECESSARY ON THE RIGHT END FACING THE FRONT OF THE LINE-UP. THIS SPACE IS NECESSARY FOR DOOR CLEARANCE HEN REMOVING THE CIRCUIT BREAKERS. RECOMMENDED BASE CHANNEL MOUNTING 1 00 [457] LOCATION OF ANCHOR BOLTS 3/4 [19] ANCHOR BOLTS BY CUSTOMER CONCRETE CUI AWAY VIEW OF THE 12.00/[1529] PAD EXTENSION DUAL DIMENSIONS: INCHES MILLIMETERS Jae4&6E EdqeConneX Sealtle JOB TION DRAWN Fir: (02C) ENDR: DATE: Apfil 30 2019 DkrtAWIN STATUS: 00911 o 3, PPS 014 EQUIPMENT DEKNATION: EQUIPMENT TYPE NASTERCIA SVEitCHGEAR DRAWING TtPE 2a1141-6"' milt-W14- IPGI OFI I REV DESCRIPTION DATE ti Incoming Section Utility — Hot Sequence Feeder 127.00 [3226] SECT 1 48.00 (1219J 48.00 [1219J SECT 2 60.00 (1`'24] 60.00 [1524] SECT 3 48,00 [1'19] 156,00 [3962.40]' 48.00 (1219J UMCAO100 DUAL DI NSTONS: INCHES MILLIMETERS J00 NAME; eConneh Seattle EDCSEA01 0113, PP2 rim JOB LOCATION DRAWN B'c 02C) ENGR: DATE: April 30 2019 WORK STATUS; QUOTE EQUIPMENT £ESCHAND gam UtliTY 1+, EQUIPMENT TYPE METAL ENCLOSED SWITCH oRAWIN1 TYPE: ELEVATION DWGi }nfi1y11 IpVi t Qt 1 I REV - 1 REV DESCRIPTION ••• 90 00 [2286] 86 00 [2.1s4] / ..................... t 2,00 [51] (RO)F OWRHANG FRONT & REPR) 76.00 [li3] 86 00 [2 84] 40.00x10.00 175 I.- [70] 40.00600,00 (1016] [254] 5,00 [i271 (4) I ,00/[25]-/ MTG HOLES .0 21 60,00 [1524] 4 .00 [1219]' UMCAO1O DUAL DIMENSIONS': INCHES JOB NAME WeConneX Seattle EDCSEC IR3, PP2 {W) JOB LOCATION BY; (04 ErigT: DATE: AA 30 2019 DRAM STATUS:QUOTE EQUIPMENT DESK.NATIEk: MUIY EQUIPMENT TYPi METAI ENCLOSED SW, DRAWING TYPE TOP viEir FLOOR PLAN. F0-112824=2371157 JPG 1 Of 1 !REY - REV DESCRIPTION RATE GENERAL NOTES: PRODUCT DESCRIPTION AND RATINGS', POWER SYSTEM 25400 ',JOLS, 3 PHASE., .3 WIRE: WI.E SOLIDLY C,ROUNDED 29.0 kV MA',WUM VOLTAGE RATING 125 kV BIL, ek HERTZ FRECitaCy AC CiATROL POWER UHR/CUSTOMEP SUPPLiED BUS SYSTEM DATA g.;OA COPPER, SILVER PLATED MAIN BUS PORCLAN DOS SUPPORTS SILVER PLAID COPPER GROUND KS kA Asym (17.5 kA Sym) MAIN BUS DRACINC ENCLOSURE DAIL TYPE 3R OUTDOOR NON-WALkIN CONSTRUCMN cArEcou 'A" EIVLOSLIFE. ANSI 1161 FINISH FRONT 'PIPE 9 REMOVED FOR cLARFry FRONT AND REAR ACCESS IS 404011 PADI,OCk PROViSIONS HANDLING: Sw1TCHOEA9 SECTIONS ARE FURNISHED WITH LIFTING ANGLES AND ARE SHIPPF1 ISN JH ROLLERS OR FORKLIFT SHALL ONLY BE USED WITH SVID IN PLACE. 1.253,,a 10t. PRODUCT INFORMATION: CONTROL WIRING., #14 AWO, TYPE SFS CONTROL WIRING, UNLESS OTHERWISE SPECIFIED #12 An, TYPE SIS CURRENT CIRCUIT WIRING #13 AWC, RITE SIS EIRTER CONTWW WIRE LABEUNG., WIRES SHALL 89 LABELED 09H OESEINwpoU MARIkiNG (DESICArION-OPION). TERMINATIONS; LOW VOLTAa WIRE TFRKAINAIIONS (WHERE REOURE).) SMALL BE UNINSLILATED TOG UPE LUGS (51ILE 25009- XxXXX). TERMNAL BLOCI,,S APE (OMPRESSII)N SOLDERLESS EiOX 1.4; (TOE 9080 FuSE BLOCK (9080000). INSTRUCTION BULLET: MANOAL 955 5931 MA9OA1 OPTIONS/ACCESSORIES: UST OF MISC, ACCESSORIES; STRIP HEATERS THERMOSTAT WHITE SECTION NAMENATES SET OF CE9SIFI00 1551 RE:FORTS 2o/25 3919053 ONTAillS WIRED OJT, 10 CUF,TOMER 1s09501. BLOCIs IN Sec ton UST OF MISC, STRUCTURE OPLES; TOUCH-UP PAINT' POWER FLOW ENGRAVED NAFERLATE miNuc 955 REAP DODDS - SEE TOP ViEW 4.0 BASE CHANNEL UNGER( OAT Ku 11ASFERNG TAmPER PROOF HARDWARE UST OF MISC. GENERAL OPTIONS., SPECIAL FEATURES-(OVERA.I. DIMENSIONS ARE SUBJECT TO CHANGE (Conlinuad r1 )e pogef; UMCA0100 doD NAME: t•j)elionel, SoUle EONSEANI DII3, PP2 my) JOB IgATION ORAN,N 55,1021 NurPmEr DcsiGNATioN:SSCA0100 TRAY SECTION E01150mE.NT TYPE METAL ENCLOSED 24TCHGEAR DATE WI 30 I,1019 DRAwv., GENERAL NOTES GUAR SI411jS!01)(.11TI 000 FQ-922624-23768664-03 I Pc 1 if 2 jREV - Technical Information Report EdgeConneX Seattle 3425 South 116th Street Tukwila, Washington 98168 Prepared for Burr Computer Environments, Inc. Jurisdiction: City of Tukwila REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION Drainage Review Plan Submittal 1-3ECEIVED CITY OF TUKWILA AUG 2 1 2019 PERMIT CENTER CORRECTION LTR# Prepared By TETRA TECH 1420 5th Avenue Suite 650 Seattle, Washington 98101 +1.206.883.9300 bI9 23 May 2019 TABLE OF CONTENTS LIST OF FIGURES 2 LIST OF TABLES 2 ENGINEER'S CERTIFICATE 3 1.0 PROJECT OVERVIEW 4 1.1 General Overview 4 1.2 Site conditions 5 1.3 Figures 6 2.0 CONDITIONS AND REQUIREMENTS SUMMARY........................ ....... . ..... .......... ............... . ...... 14 2.1 King County 2009 Surface Water Design Manual...................................................................... 14 2.2 City of Tukwila 2010 Infrastructure Design and Construction Standards 16 6.0 SPECIAL REPORTS AND STUDIES 17 8.0 CSWPP ANALYSIS AND DESIGN 18 8.1 ESC Plan Analysis and Design (Part A) 18 8.2 SWPPS Plan Design (Part B) 24 APPENDIX A — FLOWCHARTS 31 APPENDIX B — CONSTRUCTION STORMWATER SITE INSPECTION FORM 34 LIST OF FIGURES Figure 1: Technical Information Report (TIR) Worksheet 7 Figure 2: Project Vicinity Map 12 Figure 3: Study Area and Site Plan 13 LIST OF TABLES Table 1: Other Adopted Area -Specific Requirements 15 Table 2: Rational Method Inputs18 Table 3: Site Hydrology 18 1 • Technical Information Report ^. EdgeConneX Seattle • May 2019 2 ENGINEER'S CERTIFICATE I hereby certify that this Technical Information Report for the EdgeConneX Seattle project has been prepared by me or under my supervision and meets the minimum standards of the City of Tukwila and normal standards of engineering practice. I hereby acknowledge and agree that the jurisdiction does not and will not assume liability for the sufficiency, suitability, or performance of drainage facilities designed by me. Technical Information Report EdgeConneX Seattle May 2019 3 1.0 PROJECT OVERVIEW 1.1 GENERAL OVERVIEW 1.1.1 Site Location Burr Computer Environment, Inc. proposes re -developing an existing warehouse loading bay to accommodate four (4) new 1.7-megawatt generators and accessory equipment. The associated construction will include the sawcutting and removal of about 11,750 square feet of existing pavement and the installation new concrete and asphalt over the same area. The existing warehouse's address is 3425 South 116tr' Street in Tukwila, Washington (Parcel No. 1023049043). The parcel is zoned as MIC/L — Manufacturing Industrial Center/Light Industrial. The project is bounded to the south by Riverton Creek and Highway 599, to the north by another parcel of the same zoning (and this is the only parcel in between the project site and the Duwamish River), to the west by Highway 599, and to the east by Interurban Avenue South. 1.1.2 Relevant Design Manuals This Technical Information Report (TIR) will review the storm drainage design requirements according to the 2009 King County Surface Water Design Manual (SWDM) and the 2010 City of Tukwila Infrastructure Design and Construction Standards (IDCS) manual. The TIR worksheet is in Figure 1. 1.1.3 Required Drainage Review This project is subjected to a Category 1 Targeted Drainage Review per Section 1.1.2.2 of the SWDM. • This project is not a single family residential or agricultural project. Therefore, it is not subject to a Small Project Drainage Review. • This project is a redevelopment project. The new -plus -replaced impervious surface totals approximately more than 5,000 square feet (11,750 square feet) of impervious surface. The assessed property value (per the King County Assessor Website) is approximately 13.2 million dollars (2018), and the proposed improvement will fall well below 50 percent of the that value. • The project proposes more than 7,000 square feet (11,750 square feet) of land disturbing activity, therefore requiring a Category 1 Targeted Drainage Review. • The project does not propose construct or modify a drainage pipeline or ditch that is 12 inches or larger or receives runoff from a 12 inch or larger drainage pipe or ditch. The project also does not propose to re -develop a high -use site. Therefore, the project is not subject to a Category 2 or Category 3 Targeted Drainage Review. The Flow Chart for Determining Type of Drainage Review Required (SWDM, Figure 1.1.2.A) and table of Requirements Applied Under Each Drainage Review Type (SWDM, Table 1.1.2.A) are both found in Technical Information Report EdgeConneX Seattle May 2019 4 Appendix A — Flowcharts. According to Table 2.3.2.A: Minimum Engineering Plan Elements for Projects in Targeted Drainage Review of the SWDM, a Category 1 Targeted Drainage Review for "Other Projects or Permits" is required to provide: • A Technical Information Report (TIR) containing Sections 1, 2, 6 and 8 (as defined in Section 2.3.1.1 of the SWDM, p. 2-8); and • An Erosion and Sediment Control (ESC) Plan and construction Stormwater Pollution Prevention Plan (SWPPP) for any site disturbance work; and • A Site Improvement Plan. This TIR complies with the reduced required scope of the Targeted Drainage Review and only includes sections 1, 2, 6, and 8. The SWPPP and Site Improvement Plans are included as separate documents, however a summary of the SWPPP is available in Section 8.0. 1.2 SITE CONDITIONS 1.2.1 Predeveloped Conditions 1.2.1.1 Historic Conditions Prior to human development, the project site would have been within the Duwamish-Green River's natural channel migration zone. Vegetation on the project site would have been typical for a flood plain consisting of grasses, deciduous brush, and trees. 1.2.1.2 Existing Conditions The project site is currently part of a multi -building commercial warehouse complex (Short Plat No. 90- 02-SS) that spans seven (7) parcels and shares a private stormwater drainage system. The parcel is almost completely comprised of impervious surfaces, with areas of parking landscaping. The proposed construction limits encompass an area of 100% impervious surface with the intent of protecting all nearby landscaping. 1.2.2 Developed Conditions 1.2.2.1 Proposed Site Use The proposed site will use the existing warehouse as a data center. The space has power requirements beyond what the existing site can provide, so this project proposes four (4) new 1.7-megawatt generators and accessory equipment. These generators are to be located near the north side of the warehouse in the existing loading bay areas. 1.2.2.2 Stormwater Infrastructure No new stormwater infrastructure is proposed. This project consists entirely of replacing existing Pollution -Generating Impervious Surfaces (PGIS) with Non -Pollution -Generating Impervious Surface (NPGIS). Similar to the existing site hydrology, runoff generated by the replaced impervious surfaces will be allowed to sheet flow to the existing storm drainage system north or the project site. Technical Information Report EdgeConneX Seattle May 2019 5 1.2.3 Soils and Groundwater The United States Department of Agriculture's (USDA) Natural Resources Conservation Service (NRCS) conducts large scale soil surveys across the United States. However, the project area has not been mapped by the NRCS, King County, or the City of Tukwila. A site -specific soils study has not been conducted for this project, nor has a geotechnical engineering report been prepared. 1.3 FIGURES The next seven (7) pages are comprised of Figure 1: Technical Information Worksheet, Figure 2: Project Vicinity Map, and Figure 3: Study Area and Site Plan, Technical Information Report EdgeConneX Seattle May 2019 6 Figure 1: Technical Information Report (TIR) Worksheet Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Burr Computer Environments. Inc. Phone Address Project Engineer Chuck Company Tetra Tech Phone (206) 883-9322 , PE Part 3 TYPE OF PERMIT APPLICATION L:3 Landuse Services Subdivison / Short Subd. / UPD CI Building Services M/F I Commerical / SFR ZI Clearing and Grading LI Right -of -Way Use CI Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Ed9eCoraleX Seattle DDES Permit # Location Township 23 North Range 04 East Section 10 Site Address 3425 South 116th Street Tukwila, WA 98168 Part 4 OTHER REVIEWS AND PERMITS DFW HPA CI COE 404 LI DOE Dam Safety FEMA Floodplain LI COE Wetlands E3 Other I:3 Shoreline Management C3 Structural RockeryNautU ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Type of Drainage Review (circle): Date (include revision dates): Date of Final: Report Full / argeted Large i April, 2019 Site improvement Plan (En r. Ptans) Type (circle one): Full Modified Small Date (include revision April, 2019 dates): Date of Final: Part 6 ADJUSTMENT APPROVALS Type (circle one): Standard / Complex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) Date of ova : Technical Information Report EdgeConneX Seattle May 2019 7 Part 7 MONITORING REQUIREMENTS Monitoring Required: Start Date: Yes No Describe: Completion Date: Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : Special District Overlays: Drainage Basin: Stormwater Requirements: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS LI River/Stream Riverton Creek U Steep Slope LI Lake U Erosion Hazard LI Wetlands U Landslide Hazard CI Closed Depression LI Coal Mine Hazard LI Floodplain U Seismic Hazard Li Other LI Habitat Protection LI Part 10 SOILS Soil Type Slopes Erosion Potential L3 High Groundwater Table (within 5 feet) LI Sole Source Aquifer C3 Other Li Seeps/Springs El Additional Sheets Attached Technical Information Report EdgeConneX Seattle May 2019 8 Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE LIMITATION / SITE CONSTRAINT U Core 2— Offsite Analysis U Sensitive/Critical Areas SEPA 1:1 Other U Additional Sheets Attached Part 12 TIR SUMMARY SHEET (povide ne TIR Surnmaiy Sheet per Threshold Discharge Area) Threshold Discharge Area: (name or description) Core Requirements(all 8 app Targeted Irainage Rev - Only CR#5 and SR Y Discharge at Natural Location Number of Natural Discharge Locations: Offsite Analysis Level: 1 / 2 / 3 dated: Flow Control Level: 2 / 3 or Exemption Number (incl, facility summary sheet) Small Site BMPs Conveyance System Spill containment located at: Erosion and Sediment Control ESC Site Supervisor: TBD by Construction C�ntrattir Contact Phone: After Hours Phone: Maintenance and Operation Responsibility: Private / Public If Private, Maintenance Log Required: Yes No Financial Guarantees and Provided: Yes / No Liability Water Quaflty Type: Basic / Sens. Lake / Enhanced Basicm / (include facility summary sheet) or Exemption No. Landscape Management Plan: Yes / No Special Requirements (as applicable) Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. None Requirements Name: See Section 2 of this TIR Floodplain/Floodway Delineation Type: Major / Minor / Exemption / None 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: N/A Source Control Describe landuse: 8 ee Section B Of thI TIR (commlindustrial landuse) Describe any structural controls: Technical Information Report EdgeConneX Seattle May 2019 9 Oil Control High -use Site: Yes / No Treatment BMP: Maintenance Agreement: Yes / No with whom? Other Drainage Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION 1:3 Clearing Limits 13 Stabilize Exposed Surfaces [:I Cover Measures El Remove and Restore Temporary ESC Facilities U Perimeter Protection 0 Clean and Remove All Silt and Debris, Ensure C3 Traffic Area Stabilization Operation of Permanent Facilities U Sediment Retention U Flag Limits of SAO and open space preservation areas 0 Surface Water Collection U Other CI Dewatering Control U Dust Control 0 Flow Control Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type/Description LI Detention LI Infiltration L3 Regional Facility U Shared Facility ta Row Control BMPs 1:11 Other LI Biofiltration U Wetpool U Media Filtration LI Oil Control LI Spill Control U Flow Control BMPs LI Other . Technical Information Report EdgeConneX Seattle May 2019 I0 Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS U Drainage Easement D Covenant U Native Growth Protection Covenant LI Tract LI Other U Cast in Place Vault U Retaining Wall U Rockery 4High LI Structural on Steep Slope LI Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. 5/23/201 9 Technical Information Report EdgeConneX Seattle May 2019 I I HWY 599 RIVERTON CREEK LINK LIGHT RAIL E MARGINAL WAY S S 116T" ST INTERURBAN AVE S 1 Figure 2: Project Vicinity Map Technical Information Report EdgeConneX Seattle May 2019 12 / Figure 3: Study Area and Site Plan Technical Information Q°xvrt EdgeConneX Seattle 13 2.0 CONDITIONS AND REQUIREMENTS SUMMARY This project lies within the City of Tukwila and is therefore subject to the City's jurisdiction. The City of Tukwila modifies the 2009 King County Surface Water Design Manual (SWDM) in the 2010 Infrastructure Design and Construction Standards (IDCS). The SWDM requirements are discussed in Section 2.1 and the IDCS modifications are discussed in Section 2.2 of this report. 2.1 KING COUNTY 2009 SURFACE WATER DESIGN MANUAL This project requires a Targeted Drainage Review, per Figure 1.1.2.A of the SWDM (see Appendix A — Flowcharts), therefore this TIR must address Core Requirement #5 and Special Requirements #1 through #4. 2.1.1 Core Requirements 2.1.1.1 Core Requirement #5: Erosion and Sediment Control A full construction Stormwater Pollution Prevention Plan (SWPPP) is provided below in Section 8, along with Erosion and Sediment Control (ESC) Plans. The SWPPP recommends Best Management Practices (BMPs) for managing stormwater runoff during construction, as well as source control BMPs as required per Special Requirement #4 (see Section 2.1.2.4 of this report). 2.1.2 Special Requirements 2.1.2.1 Special Requirement #1: Other Adopted Area -Specific Requirements An investigation of other, area -specific requirements was performed to determine if the project would be subject to any additional restrictions beyond those set forth by the eight (8) Core Requirements of the 2009 SWDM. The findings are summarized in Table 1, and all additional restrictions are discussed below. Critical Drainage Areas (CDAs) This project drains to Riverton Creek and ultimately to the Duwamish River, which is listed as a 303b/d water quality problem water body for Fecal Coliform, Dissolved Oxygen, Temperature, and Elevated pH levels. The City of Tukwiila's 2013 Surface Water Comprehensive Plan indicates that Riverton Creek should assumed to be impaired in the same manner the Duwamish River due to the proximity of the project site to the Duwamish River and Riverton Creek confluence. However, the City of Tukwila does not currently require mitigation for a specific downstream water quality problem. Currently, the City is not requiring mitigation to address a specific downstream water quality problem (i.e., listing as a 303d water quality problem), but mitigation requirements may be added in future modifications to these standards. (IDCS, Section 5.6.4.b) The 2010 IDCS is the most recent documentation of stormwater management standards in the City of Tukwila, therefore this project will not provide measures to mitigate the downstream impaired water bodies. Technical Information Report EdgeConneX Seattle May 2019 14 Salmon Conservation Plans (SCPs) A WRIA Salmon Habitat Plan was ratified by the City of Tukwila in 2005, however to our knowledge this plan does not contain any stormwater management requirements. Table 1: Other Adopted Area -Specific Requirements Resource Response Critical Drainage Areas (CDAs) Master Drainage Plans (MDPs) Basin Plans (BPs) This project ultimately drains to Riverton creek and the Duwamish River. Per the Washington State Department of Ecology's Impaired Waterbody List 303(d)/303(b) and the City of Tukwila's 2013 Surface Water Comprehensive Plan, the Duwamish River is impaired for Fecal Coliform, Dissolved Oxygen, Temperature, and High pH. This project is not subject to a Large Project Drainage Review; therefore, a Master Drainage Plan is not required. To the best of our knowledge, this project site is not in any City - or County -adopted Master Drainage Plan. To the best of our knowledge, this project site is not subject to a City- or County -adopted basin plan. Salmon Conservation Plans (SCPs) This project drains to the Duwamish River, a Salmonid bearing water body. A WRIA Salmon Habitat Plan was ratified by the City of Tukwila in 2005. Stormwater Compliance Plans (SWCPs) To the best of our knowledge, the project site is not subject to any Stormwater Compliance Plans. Lake Management Plans (LMPs) Flood Hazard Management Plans (FHMPs) Shared Facility Drainage Plans (SFDPs) This project does not drain to a lake, nor is it near or adjacent to a lake. Therefore, it is not subject to any Lake Management Plans. This project does not rely on, nor does it propose, any facilities, maintenance practices, or programs covered in the King County Flood Hazard Management Program. Due to the stabilized state of the Duwamish River near the project site, the site lies outside of the 100-year floodplain. Flooding is not expected except in the case of catastrophic infrastructure failures. This project does not drain to any shared facilities, nor does it propose any shared facilities. 2.1.2.2 Special Requirement #2: Flood Hazard Delineation This project is located outside of 100-year floodplain (King County iMap) and is in FEMA Flood Zone X (unshaded) — which corresponds to areas outside of both the 100- and 500-year floodplains. 2.1.2.3 Special Requirement #3: Flood Protection Facilities This project does not rely on any flood protection facilities located near or directly adjacent to the property. There are currently no flood protection facilities on the property, and no flood protection facilities are proposed for this project. Technical Information Report EdgeConneX Seattle May 2019 5 2.1.2.4 Special Requirement #4: Source Control This project is a commercial development and will incorporate the appropriate pollutant source control BMPs from the King County Stormwater Pollution Prevention Manual. The Source Control Plan can be found in the CSWPPP, which is included as a separate attachment. 2.2 CITY OF TUKWILA 2010 INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS The City of Tukwila modifies the 2009 SWDM in the 2010 IDCS. Because this project requires a Targeted Drainage Review (and therefore is only subject to Core Requirement #5 and Special Requirements #1- 4), only the relevant portions of the IDCS modifications to the SWDM are discussed in this section. 2.2.1 Drainage Reviews and Requirements Per the Tukwila IDCS: All references to requirements that apply the "date stamp" of 1/08/01 do not apply. This affects required drainage reviews and requirements for both flow control and water quality treatment. The "date stamp" does not impact the required type of drainage review for this project. 2.2.2 Stormwater Facility Design and Construction Per the Tukwila IDCS: Storm drainpipe materials for systems shall be reinforced concrete, ADS N-12, Hancor Hi-Q with air testable joints, ductile iron class 50, solid wall HDPE, or City Engineer approved equivalent. Open pond side slopes shall be 3H:1V or flatter. The only proposed storm drainpipes are roof drain conveyances to the existing, private stormwater conveyance system. These pipes will comply with the above materials. Technical Information Report EdgeConneX Seattle May 2019 16 6.0 SPECIAL REPORTS AND STUDIES No special reports were prepared for this project. Technical Information Report EdgeConneX Seattle May 2019 17 8.0 CSWPP ANALYSIS AND DESIGN All Best Management Practices (BMPs) specified in this section reference Appendix D of the 2009 SWDM unless otherwise noted. The full 2009 SWDM is available for purchase from the King County Water and Land Resources Division, however a digital copy is available free of charge at the URL below: https://www.kinqcounty.qoviservices/environment/water-and-land/stormwater/documentsisurface- water-desiqn-manual/2009-errata.aspx The SWPPP is a living document reflecting current conditions and changes throughout the life of the project. These changes may be informal (i.e. hand-written notes and deletions). Update the SWPPP and ESC Plans when the ESC Supervisor has noted a deficiency in BMPs or deviation from original design. 8.1 ESC PLAN ANALYSIS AND DESIGN (PART A) 8.1.1 Hydrologic and Hydraulic Information The project hydrologic values were obtained using the Rational Method as specified in Section 3.2.1 of the SWDM. The required inputs for the calculation are tabulated in Table 2. Table 2: Rational Method Inputs In .ut 2 Year 1 10 Year 25 Year 1 100 Year Basin Length (ft) Basin Slope (ft/ft) Basin Area (ac) Time of Concentration Velocity Factor (KR) 250 0.012, 0.27 20 250 0.012 0.27 20 250, 0.012_ 0.27, 20 250 0.012 0.27 20 Land Use Coefficient (C) 0.9 0.9 0.9 0.9 Precipitation (in) 2.00 2.90 3.45 4.05 Rainfall Coefficient (aR) 1.58 2.44 2.66 2.61 _ , Rainfall Coefficient (bR) 0.58 0.64 0.65 0.63 The flows calculated using the Rational Method are tabulated in Table 3. Due to the impervious nature of the existing site, no distinction between the pre -developed and developed condition was made. Table 3: Site Hydrology Return Period I Runoff (cfs) 2 Year 10 Year 25 Year 100 Year 0.26 0.53 0.67 0.81 Technical Information Report EdgeConneX Seattle May 2019 18 8.1.2 Areas with High Erosion Potential There are no areas with High Erosion Potential on site. 8.1.3 Special Reports No special reports were prepared for this project. 8.1.4 Exceptions and Modifications No exceptions to or modifications of the standard ESC requirements were made for this project. 8.1.5 Proposed ESC Measures 8.1.5.1 Clearing Limits To protect adjacent properties and to reduce the area of soil exposed to construction, the limits of construction will be clearly marked before land -disturbing activities begin. Trees that are to be preserved, as well as all sensitive areas and their buffers, shall be clearly delineated, both in the field and on the plans. In general, natural vegetation and native topsoil shall be retained in an undisturbed state to the maximum extent possible. A temporary chain -link fence shall be used around the construction limits or site boundary to prevent trespassing and mark the construction limits. Required BMPs: Installation Schedule: D.3.1.1 Plastic or Metal Fence Temporary chain -link fencing around the perimeter of the construction area should be installed prior to any construction activities. Inspection and Maintenance Plan: If any fencing is damaged or functionally impaired, it shall be repaired or replaced immediately. Responsible Staff: ESC Supervisor 8.1.5.2 Cover Measures Temporary cover shall be installed if an area is to remain unworked for more than seven (7) consecutive days between May 1st and September 30th. This period is reduced to two (2) consecutive days between October 1st and April 30th. Slopes and stockpiles slopes at 3H:1V or steeper and with more than ten feet of vertical relief shall be covered if they are to remain unworked for more than 12 hours. Also, during the wet season the material necessary to cover all disturbed areas must be stockpiled onsite. Soils must be stabilized at the end weekend weather forecast. Required BMPs: Installation Schedule: Inspection and Maintenance Plan: of the shift before a holiday or weekend as required by the holiday or D.3.2.4 Plastic Covering Install at the discretion of the ESC Supervisor Soil stockpiles should be inspected at the end of each day and at the end of each rainfall event to determine if cover measures are necessary. Technical Information Report EdgeConneX Seattle May 2019 19 Responsible Staff: ESC Supervisor 8.1.5.3 Perimeter Protection Perimeter protections shall be installed to prevent sediment runoff during all construction activities. Silt fences should be installed at the toe of any slopes where sediment laden water might leave the construction site. Recommended BMPs: D.3.3.1 Silt Fence Installation Schedule: Due to the impervious nature of the existing site, silt fences should only be installed where construction activities reveal exposed earth. Inspection and Maintenance Plan: Any damage or deterioration of geotextile filter fabric shall be repaired or replaced. Trapped sediment that is 6 inches high or causing channelization of flows must be removed, Responsible Staff: ESC Supervisor 8.1.5.4 Traffic Area Stabilization The existing site is a warehouse loading bay and is paved in its entirety. Construction access will only need to be established via a gate through the perimeter fencing. The construction contractor shall minimize the sediment tracked out of the construction area by vehicles. Sediment that is tracked onto the pavement outside of the construction area shall be cleaned at the end of the work day, and the construction contractor shall ensure that this cleaning process does not discharge sediment laden water into the nearby catch basins. Under no circumstances should sediment be tracked onto public right-of- way. Required BMPs: N/A Installation Schedule: N/A Inspection and Maintenance Plan: Pavement adjacent to the construction site shall be inspected at the end of each work day and cleaned if necessary. Responsible Staff: ESC Supervisor 8.1.5.5 Sediment Retention Due to the small construction limits and impervious nature of the existing site, sediment -laden runoff is expected to be minimal. Silt fences shall be employed at the toe of any slopes exposed during the construction process, and storm drain inlet protection shall be installed per the ESC plans. Required BMPs: Installation Schedule: D.3.3.1 Silt Fence D.3.5.3 Storm Drain Inlet Protection Storm drain inlet protection measures shall be installed prior to any construction activities. Silt fences shall be installed as needed and at the ESC Supervisor's discretion. Technical Information Report EdgeConneX Seattle May 2019 20 Inspection and Maintenance Plan: Storm drain inlets will be inspected weekly at a minimum and daily during storm events. Regular maintenance of catch basin inserts is required and any accumulated sediment on or around inlet protection shall be removed immediately. Filter media for catch basin inserts shall be cleaned or replaced at least monthly and sediment shall be removed when one-third of the available storage has been filled. Responsible Staff: ESC Supervisor 8.1.5.6 Surface Water Collection Due to the impervious nature of the existing site and the small area of construction, silt fences and inlet protection are assumed to be sufficient to adequately reduce Total Suspended Solid (TSS) concentrations to acceptable levels. Should discharge monitoring indicate the runoff turbidity exceed the 25 Nephelometric Turbidity Units (NTU) or 250 NTU benchmarks, a sediment trap shall be installed at the lowest point in the construction areas. Runoff will be allowed to sheet flow to the sediment trap since the site will be contained by the existing pavement surrounding the construction llimits. Clean water shall be pumped from the sediment trap to the existing drainage network as needed. The sediment trap is sized below: Q2 Surface Area = FS 2 0.26 ft 31551ft2 I's 0.00096/s Where Q2 is the 2-year runoff and was determined using the Rational Method per Section 3.2.1 of the SWDM. The sediment trap should be a minimum of 3.5 feet deep and use 3H:1V side slopes. Required BMPs: D.3.5.1 Sediment Trap Installation Schedule: The sediment trap will be installed as need and at the discretion of the ESC Supervisor. Inspection and Maintenance Plan: The sediment trap should be dredged when sediment depths exceed six (6) inches. Responsible Staff: ESC Supervisor 8.1.5.7 Dewatering Control Any runoff generated by dewatering shall be treated through the construction of a sediment trap (see Section 8.1.1.6). If dewatering runoff comes into contact with new concrete, the pH of the water must be monitored and neutralized prior to discharge. Alternatively, contaminated dewatering runoff may be collected and transported offsite in a vehicle (such as a vacuum truck) for legal disposal. The construction contractor shall seek and receive approval and direction from the City of Tukwila prior to pursuing this option, however this method shall be required if the dewatering runoff exceeds a turbidity value of 250 NTU or a pH value falls outside the range of 6.5 to 8.5 standard units (su). Required BMPs: D.3.5.1 Sediment Trap Installation Schedule: The sediment trap shall be installed if and when runoff is generated by dewatering. Technical Information Report EdgeConneX Seattle May 2019 21 Inspection and Maintenance Plan: The construction Contractor and ESC Supervisor should review available weather predictions and prepare for heavy rain events. If high groundwater is encountered a pump may be required. Responsible Staff: ESC Supervisor 8.1.5.8 Dust Control Dust control is not anticipated to be needed for this project. Should the project generate significant amounts of dust, the exposed soils shall be sprayed until wet but not to the point that runoff is generated. Additional dust control measures can be found in Table D.3.8.A in Appendix D of the SWDM. 8.1.5.9 Flow Control Flow control is not required for this project. 8.1.6 Proposed ESC Performance Measures 8.1.6.1 ESC Supervisor This project is subject to a Targeted Drainage Review. Per section D.4.1 of Appendix D of the SWDM, an ESC Supervisor who "shall be responsible for the performance, maintenance, and review of ESC measures and for comphance with all permit conditions relating to ESC..." must be designated. The construction contractor shall be responsible for designating the ESC Supervisor. Since this project is less than 1 acre in area, the ESC Supervisor need not be a Certified Erosion and Sediment Control Lead (CESCL). 8.1.6.2 Monitoring of Discharges The ESC Supervisor shall keep a turbidity meter onsite and shall use it to monitor surface and stormwater discharges from the project site. Since discharge will exist the construction limits as over -pavement sheet flow, sampling shall take place (to the extent possible), at the discharge location, the nearest catch -basin, and the next downstream catch basin. These locations are clarified on the ESC plans. The ESC Supervisor shall also keep a method of pH testing onsite and shall use it to monitor surface and stormwater discharges from the project site. Acceptable pH testing methods are pH Meters, pH Test Kits, and Wide Range pH Indicator Paper. Typically, pH sampling is not necessary aside from the weekly ESC inspections; however, when more than 1,000 cubic yards (cy) of concrete is poured (or in the construction of engineered soil amendments such as Portland Cement -Treated Base, Cement Kiln Dust, and Fly Ash), pH sampling shall occur on the first day the concrete is poured and every day thereafter until the concrete is cured. Concrete typically cures within three (3) weeks of the last pour. The ESC Supervisor shall keep separate logs of all turbidity and pH measurements taken onsite and shall make these logs available to DDES upon request. 8.1.6.3 ESC Performance The two turbidity performance benchmarks are 25 NTU and 250 NTU. Discharges measuring 25 NTU or less are compliant with King County and Washington State discharge requirements. Technical Information Report EdgeConneX Seattle May 2019 22 Discharges with turbidity measuring between 26 NTU and 249 NTU are non -compliant, but also not considered severe. If a discharge is recorded within this turbidity range, the ESC Supervisor shall take the following actions: 1. Review the ESC plans for compliance and make the appropriate revisions within one (1) week (7 days) of the discharge event that exceeded the benchmark. If the project is subject to a Construction Stormwater General Permit (CSWGP), the ESC Supervisor should also verify compliance with Special Condition S9. 2. Fully implement and maintain the appropriate ESC measures as soon as possible, but not later than 10 days after the discharge event that exceeded the benchmark. 3. Document the ESC implementation and maintenance in the site log book. If a discharge is measured to have a turbidity value of 250 NTU or greater, the ESC Supervisor shall take all the following actions: 1. Notify King County by telephone. 2. Review the ESC plans for compliance and make the appropriate revisions within one seven (7) days of the discharge event that exceeded the benchmark. If the project is subject to a Construction Stormwater General Permit (CSWGP), the ESC Supervisor should also verify compliance with Special Condition S9. 3. Fully implement and maintain the appropriate ESC measures as soon as possible, but not later than 10 days after the discharge event that exceeded the benchmark. 4. Document the ESC implementation and maintenance in the site log book. 5. Continue to sample discharges until the turbidity is 25 NTU or lower, or the turbidity is no more than 10% over the background turbidity. 8.1.7 ESC Implementation Requirements 8.1.7.1 Wet Season Requirements If construction activities take place between October 1st arid April 30th, the project shall adhere to the following provisions: 1. No disturbed areas shall remain uncovered longer than two (2) consecutive working days. 2. Stockpiles and steep cut or fill slopes shall be protected if unworked for more than 12 hours. 3. Cover materials sufficient to cover all disturbed areas shall be stockpiled onsite. 4. All areas that are to be unworked during the wet season shall be seeded within one week of the beginning of the wet season. 5. Mulch is required to protect all seeded areas. Technical Information Report EdgeConneX Seattle May 2019 23 6. 50 linear feet of silt fence (and the necessary stakes) per acre of disturbance must be stockpiled on site. For sites less than one acre in size, 50 linear feet of silt fence shall be stockpiled on site. 7. Sediment retention is required and shall be achieved by use of a Sediment Trap. 8. Phasing and more conservative BMPs must be evaluated by the construction contractor and the ESC Supervisor. 9. Any runoff generated by dewatering may be required to discharge to the sanitary sewer (with appropriate discharge authorization), portable sand filter systems, or holding tanks. 10. Maintenance reviews shall be conducted on a weekly basis. 8.1.7.2 Critical Areas Requirements There are no Critical Areas on or adjacent to the project site, nor does the site directly discharge to any critical areas. 8.1.7.3 Maintenance Requirements Inspections of the ESC measures shall be conducted at least once per week (every 6 to 8 calendar days) and within 24 hours of a significant storm. A significant storm is a storm that accumulates 0.5 inches or more of total rain depth over a 24-hour period. Written records of each inspection shall be kept onsite for the duration of construction. A template for the inspection records is included in Appendix B. 8.1.7.4 Final Stabilization Prior to obtaining final construction approval, the site shall be stabilized. Temporary ESC measures shall be removed from the project site. Additionally, the following conditions must be met. 1. All disturbed areas shall be permanently stabilized. Since this project will be 100°/© impervious, mulching, seeding, or other measures that apply to vegetated areas need not be applied. 2. All ESC measures shall be removed from the site and shall be disposed of as appropriate. 3. All catch basins that required protection during construction shall be cleaned. 8.2 SWPPS PLAN DESIGN (PART B) 8.2.1 Proposed Stormwater Pollution Prevention Measures 8.2.1.1 Storage and Handling of Liquids Any liquids used for construction shall be recorded by the ESC Supervisor. Their location shall be recorded on the ESC plans, and their types and container sizes shall be recorded in the ESC Supervisor's log book. These liquids may include, but are not limited to, petroleum products, fuels, solvents, detergents, paints, pesticides, concrete admixtures, and form oils. The ESC Supervisor shall also be responsible for providing and documenting secondary containment methods adequately sized to provided containment for all liquids stored onsite. Technical Information Report EdgeConneX Seattle May 2019 24 8.2.1.2 Storage and Stockpiling of Construction Materials and Wastes The ESC Supervisor shall be responsible for designating a location for construction material and construction waste stockpiles. The ESC Supervisor shall note the locations of each stockpile on the ESC Plans. The ESC Supervisor shall specify and document the cover measures used to keep rainwater from contacting the construction materials and wastes that may contribute pollutants to the stormwater runoff. The ESC Supervisor shall document any wastes that are kept in containers and keep records of how rainwater is kept out of the containers. 8.2.1.3 Fueling Due to the small scale of this project, no fueling activities shall take place onsite. 8.2.1.4 Maintenance, Repairs, and Storage of Vehicles and Equipment Due to the small scale of this project, maintenance and repairs of vehicles and equipment shall take place offsite. Storage of vehicle and equipment may occur onsite, although the construction contractor may elect to store vehicles and equipment in an alternate location. 8.2.1.5 Concrete Saw Cutting, Slurry, and Washwater Disposal Washwater and waste water from exposed aggregate, concrete grinding, saw cutting, new concrete washing and curing, rinsing hand tools, etc. shall not be allowed to discharge from the project site. This wastewater shall be collected, contained, and disposed in a legal manner. The determination of collection and containment methods shall be the responsibility of the construction contractor and the ESC Supervisor. The construction contractor shall coordinate with the City of Tukwila to determine proper disposal methods. 8.2.1.6 Handling of pH Elevated Water The acceptable pH range is 6.5 to 8.5. This project is not expected to cause stormwater discharges to drop below a pH of 6.5; however, significant concrete work (more than 1,000 cy) can put surface and storm water discharge at risk for elevated pH levels above the 8.5 benchmark. Managing pH is especial critical because the two adjacent water bodies — Riverton Creek (to which the site directly drains) and the Duwamish River — are both already impaired for elevated pH levels. If the pH level is measured to exceed 8.5, the ESC Supervisor must perform the following actions: 1. Ensure that surface and storm water discharges do not enter storm sewer or surface water systems. 2. Adjust or neutralize the high pH water to within the acceptable pH range of 6.5 to 8.5 using appropriate technologies such as Carbon Dioxide (CO2) sparging (also known as gas flushing). This is often done with liquid CO2 or Dry Ice. 3, In some cases, CO2 Sparging will not be adequate to sufficiently lower the pH due to either time or cost constraints. In these cases, chemical treatment may be used. Written approval from the County will be required prior to the use of any chemical treatment. Technical Information Report EdgeConneX Seattle May 2019 25 8.2.1.7 Application of Chemicals Including Pesticides and Fertilizers The use of chemicals is not anticipated for this project. If chemicals are required, the reason shall be documented (e.g. for the treatment of elevated pH levels) and the ESC shall note the location of the chemicals and containment measures take on the ESC Plans. 8.2.2 Required Source Control Measures Pollutant source control measures shall be taken during and after the completion of construction activities. These source control measures ensure that pollutants discharging from the site via surface water or storm water runoff are minimized. The following source control measures are found in the 2005 King County Stormwater Pollution Prevention Manual (SWPPM); however, they have been placed in this section for convenience. 8.2.2.1 A-1 Required BMPs for All Commercial Properties Clean Your Storm Drain System Maintain your storm drainage system by removing sediment and other debris to prevent the transport of pollutants into receiving waters. The storm drainage system includes all drains, catch basins, pipes, ditches, gutters, and flow control and water quality facilities. See BMP Info Sheet 7 in Chapter 5 of the SWPPM for details on drainage system maintenance. Eliminate Illicit Connections to the Storm Drainage System A common situation that can cause severe stormwater pollution problems is discharge of non-stormwater to the storm drainage system. Examples are discharges from internal floor drains, appliances, industrial processes, sinks, and toilets. These are sometimes illegally or inadvertently connected or drained to the nearby storm drainage system. These discharges must go to the sanitary sewer system, a holding tank, an on -site process water treatment system, or a septic system. You must correct these illicit discharges. If you have any questions as to whether your discharge is allowable, contact the King County Water and Land Resources Division at 206-296-1900. See BMP Info Sheet 1 in Chapter 5 of the SWPPM for information on how to check for illicit connections. You can also ask for help from your local sewer utility. If you find out that your internal drains are improperly connected to the storm drainage system, they will need to be either removed, permanently plugged, or connected to the sanitary sewer, septic system, on -site treatment system, or a holding tank. Stencil Your Storm Drains Stencil storm drains where applicable to prevent the improper disposal of pollutants. Storm drain inlets should have stenciled messages such as "Dump No Waste Drains to Stream" stenciled next to the catch basin to warn against intentional dumping or discharge of pollutants. If the metal catch basin grate has been cast with this message, stenciling may not be required unless evidence of dumping is found. 8.2.2.2 A-2 Storage of Liquid Materials in Stationary Tanks Storage and Containment of Liquids Store and contain liquid materials in such a manner that if the tank is ruptured, the contents will not discharge, flow, or be washed into the storm drainage system, surface waters, or groundwater. See BMP Info Sheet 5 in Chapter 5 of the SWPPM for information on containment. OR Technical Information Report EdgeConneX Seattle May 2019 26 If the liquid is oil, gas, or other material that separates from and floats on water, install a spill control device (such as an oil/water separator or down -turned elbow) in the catch basins that collect runoff from the storage tank area. See BMP Info Sheet 9 in Chapter 5 of the SWPPM for information on oil / water separators. Required Routing Maintenance • Place drip pans or absorbent materials beneath all mounted taps and at all potential drip and spill locations during filling and unloading of tanks. Any collected liquids or soiled absorbent materials must be reused, recycled, or properly disposed of. • Store and maintain appropriate spill cleanup materials near the tank storage area, in a location known to all. Ensure that employees are familiar with the site's spill control plan and/or proper spill cleanup • procedures. • Sweep and clean the storage area as needed if it is paved. Do not hose down the area to a storm drain. • Check tanks (and any containment sumps) daily for leaks and spills. Replace tanks that are leaking, corroded, or otherwise deteriorating. Collect all spilled liquids and properly dispose of them. • Inspect spill control devices regularly (daily/weekly) to remove separated floatables. See BMP Info Sheet 2 in Chapter 5 of the SWPPM for information on disposal options. 8.2.2.3 A-3 Storage of Any Liquid Materials in Portable Containers Container Lids Place tight -fitting lids on all containers. Enclosure and Covering Enclose or cover the containers where they are stored. The local fire district must be consulted for limitations on clearance of roof covers over containers used to store flammable materials. Storage Raise the containers off the ground by using a spill containment pallet or similar method that has provisions for spill control. OR Contain the material in such a manner that if the container leaks or spills, the contents will not discharge, flow, or be washed into the storm drainage system, surface water, or groundwater. See BMP Info Sheet 5 in Chapter 5 of the SWPPM for information on disposal options. Drip Pans Place drip pans or absorbent materials beneath all mounted container taps, and at all potential drip and spill locations during filling and unloading of containers. Any collected liquids or soiled absorbent materials must be reused, recycled, or properly disposed of. See BMP Info Sheet 2 in Chapter 5 for information on disposal options. Required Routine Maintenance • Store and maintain appropriate spill cleanup materials near the container storage area, in a location known to all. Ensure that employees are familiar with the site's spill plan and/or proper spill cleanup procedures. Technical Information Report EdgeConneX Seattle May 2019 27 • Sweep and clean the storage area as needed if it is paved. Do not hose down the area to the storm drainage system. • Check containers (and any containment sumps) daily for leaks and spills. Replace containers that are leaking, corroded, or otherwise deteriorating. If the liquid chemicals are corrosive, containers made of compatible materials must be used instead of metal drums. New or secondary containers must be labeled with the product name and hazards. • Collect all spilled liquids and properly dispose of them. • Inspect spill control devices routinely (daily/weekly) and remove separated floatables. See BMP Info Sheet 2 in Chapter 5 for information on disposal options. 8.2.2.4 A-11 Cleaning or Washing of Tools and Equipment Tool and equipment wash water is considered process water, and must discharge to the sanitary sewer, a holding tank, or a process treatment system, regardless of the washing method used. See BMP Info Sheet 2 in Chapter 5 for information on disposal options. You are encouraged to recycle your wash water with an enclosed loop system or use self-contained parts washers. There are several products commercially available that enable recycling and containing of wash water and cleaning solvents. If you cannot connect discharges to a sanitary sewer, process treatment system, or holding tank you must contact the Department of Ecology and go through the industrial wastewater National Pollutant Discharge Elimination System (NPDES) permit process. 8.2.2.5 A-15 Pressure Washing of Buildings, Rooftops, and Other Large Objects Soaps and Detergents are Used In situations where soaps or detergents are used, and the surrounding area is paved, pressure washers must use a water collection device that enables collection of wash water and associated solids. A sump pump, wet vacuum or &milady effective device must be used to collect the runoff and loose materials. The collected runoff and solids must be disposed of properly. See BMP Info Sheet 2 in Chapter 5 for information on disposal options. Soaps and Detergents are not Used If soaps or detergents are NOT used, and the surrounding area is paved, wash water runoff does not have to be collected but must be screened. Pressure washers must use filter fabric catch basin inserts or some other type of screening device on the ground and/or in the catch basin to trap the particles in wash water runoff. Grassed Areas If you are pressure washing on a grassed area (with or without soap), runoff must be dispersed as sheet flow as much as possible, rather than as a concentrated stream. The wash water runoff must infiltrate into the grass and not drain to the pavement or storm drainage system. Mobile Washers Another option is to hire a mobile washer who collects and recycles water or complies with the above. If the painted surface being pressure washed is painted with lead or other heavy metal -bearing paint (such as chromium or cadmium), consider using a commercial pressure washing service that can collect, test, and properly dispose of the wastewater. Technical Information Report EdgeConneX Seattle May 2019 28 8.2.2.6 A-20 Concrete and Asphalt Production at Temporary Sites Ground Cover Use drip pans, ground cloths, and perhaps even heavy cardboard or plywood wherever concrete, asphalt, and asphalt emulsion chunks and drips are likely to fall unintentionally, such as beneath extraction points from mixing equipment. Inlet Protection Provide storm drain covers, inlet protection or similarly effective containment devices over all nearby drains at the beginning of the workday. All accumulations of runoff, aggregate chunks, and other solids must be collected for proper disposal at the end of the workday (or more frequently) prior to removing the containment device(s). Drain covers and other containment devices are commercially available to keep runoff out of the storm drainage system. Slurry and Runoff Contain and collect the slurry from exposed aggregate washing, where the top layer of unhardened concrete is hosed or scraped off to leave an exposed aggregate or rough finish. Never wash concrete slurry to a storm drain, ditch, roadway shoulder or gutter. Use a storm drain cover, inlet protection or other containment device, such as a hand -dug sump where slurry can be directed to and contained. (See item 4 below). All collected runoff must be properly disposed of. Concrete Discharges Concrete and concrete pumping vehicles shall not under any circumstances discharge any concrete, slurry, or rinse water into street gutters, storm drains, or drainage ditches. Designate a wash -out area onsite where the cleaning of application and mixing equipment will be conducted, and where the rinse water is controlled. It is also acceptable to dispose of rinse water and slurry in a hole in the ground large enough to contain the slurry and rinse material. Commercial products and services are also available for concrete, slurry, and rinse water disposal. Routine Maintenance Sweep the pouring area at the end of each day or more frequently if needed. Collect loose aggregate chunks and dust. Do not hose down the area to a storm drain. Cover Measures If possible, portable asphalt mixing equipment should be covered by an awning or other simple structure while raining to avoid contact with rainfall. 8.2.2.7 A-27 Clearing, Grading, and Preparation of Land for Small Construction Projects Stormwater runoff from cleared and graded sites can be loaded with suspended sediments and attached pollutants such as oils and greases, toxic hydrocarbon and herbicide compounds, metals, and nutrients. Control of this runoff at the source can prevent large pollutant loadings from entering and degrading receiving waters. Prior to clearing, grading, and preparation activities for construction sites greater than 2,000 square feet, the King County Department of Development and Environmental Services (DDES) must be contacted. You may need to follow the procedures for construction site erosion and sediment control outlined in the King County Surface Water Design Manual, Appendix D. Note: King County DDES coordinates the clearing, grading, and erosion control requirements on individual sites. The King County Surface Water Design Manual has requirements for erosion and sediment control measures. Appendix D (Erosion and Sediment Control Standards) outlines requirements that all sites must implement. The King County Surface Water Design Manual Appendix C Technical Information Report EdgeConneX Seattle May 2019 29 (Small Project Drainage Requirements) addresses small project developments. King County uses the authority of K.C.C. 9.12 and this manual to develop erosion control requirements for those activities not covered by the King County Surface Water Design Manual. 8.2.2.8 A-31 Vehicle and Equipment Parking and Storage Cleaning Sweep parking lots, storage areas, and driveways as needed to collect dirt, waste, and debris. Do not hose down the area to the storm drainage system. Washing If washing/pressure washing of the parking lot occurs, the wash water must be collected and discharged to a sanitary sewer or other treatment system. There are services that will clean parking lots and collect water for off -site disposal. Never drain washwater to the storm drainage system. See BMP Info Sheet 2 in Chapter 5 for information on disposal options. Gravel and Dirt Parking Lots Gravel and dirt lots may require additional BMPs to prevent sediment laden water from leaving your site. Also, vehicles can track dirt out of the parking and storage areas onto public roadways. Basic sediment controls as outlined in Appendix D ("Erosion and Sediment Control Standards") of the King County Surface Water Design Manual may need to be installed if other BMPs do not adequately control sediment laden water from entering off site storm water conveyance systems. Wheel wash facilities may need to be considered if track out of mud becomes a problem. See Activity Sheet A-41, "Wheel Wash and Tire Bath Operations. 8.2.2.9 A-32 Sidewalk Maintenance Cleaning Sweep sidewalks as needed to collect loose dirt and debris rather than pushing it into the street or gutter or hosing it down. Collected materials must be disposed of as regular garbage. Washing Conduct spot stain removal instead of washing the entire sidewalk. Do not use soaps and detergents to wash down sidewalks. Pressure Washing If pressure washing of sidewalks is needed, and soaps or other cleaners are used, the wash water must be collected and disposed of to the sanitary sewer or taken off site for appropriate disposal. If only water is used, filtering devices at catch basins must be used to collect all solids and debris. Technical Information Report EdgeConneX Seattle May 2019 30 APPENDIX A - FLOWCHARTS - SWDM Figure 1.1.2.A: Flowchart for Determining Type of Drainage Review Required - SWDM Table 1.1.2.A: Requirements Applied under Each Drainage Review Type Technical Information Report EdgeConneX Seattle May 2019 31 FIGURE 1.1.1A }LOW CHART FOR DE I LRAINEN-G TYPE OF DRADAGE LEM REQUIRED Is the project a single family residential or agricultural project Mat results in :22.090 sf of new and/or replaced impervious surface or 27.00D sf of land disturbing activity. AND meets one of the to:owing criteria? • The project results in ..10.003 sf of total impervious surface added since 1/8/D1, 15,000 sf of new impery surface, and 135,000 sf of new pervious surface (for RA, F. or A sites, new pervious surface is :152,500 sf or remathcier of site if Z135% is preserved in native vegetation), OR • The project results in 5.10,000 sf of total impervious surface added since 118/01 and new pervious surface is 135,000 — 3.25 x new impervious surface (for sites 22,000 sf, licia 225, and for RA F. or A sites, increase by 50% or use remainder of site if 65% is preserved in native vegetation), OR • The project results in 1-4% total impery surface and '15(16 new pervious surface on a single parcel site maned RA or F, or a singlermuttiple parcel site zoned A, and all impervious area on the site, except 10,00D sf of it, wiD be set back from flatfoot location of site discharge at least 19011 per 10,000 sf of total impervious surface? suit in 2:2,000 sf of bus surface or 27,000 sf c4 new pervious surface, OR is the project a redevelopment project on a parcel or combariation of parcels in which new plus replaced impervious surface totals 25,000 sf and whose valuation of proposed improvements (excluding required rraigation and frontage improvements) is >50% of the assesse value of existing improvemerds? Yes SMALL PROTECT DRA2;AGE. RE\ thW Section 1 1.2.1 Ncfe: The project may ar.o be subject to Targeted Drainage Review az determined below Yes have a deta3ed threshold language on p. 1- ID a flood. erosion, or steep slope ; projects within a Critical Drainage Area or Land-s5de Hazard Drainage Area; or projects that propose 27.030 sf (1 ac if project is in Small Project Drainage Review) of land disturbing activity. 2 Projects proposing to construct orniocilfy a drainage pipeidltch that is 12" or larger or receives runoff from a 12or larger drathage pipeidtch. 3. Red veiopmeefproec1s proposing .2.$11.10.000 in improvements to an existh Is the project an Urban Planned Development (UPD), OR does it result in 250 acres of new impervious surface within a subbasin or multiple suibbasins that are hydraulically connected. OR does it have a project site 250 acres within a cm' Scat aquifer recharge area? GE T.ED DRAL\TAGE REV Section 1,1.2.2 No Yes FULL DRAINAGE REVIEW Sect= 1,1.2_3 LARGE PROTECT DILA.2:AGE REVIEW Section 4. 1.2.4 Technical Information Report EdgeConneX Seattle May 2019 32 TABLE 1.1.2„A RE TREMENTS APPLIED VNDERDRAINAGE REVIEW TYPE Small Project Drainage Review Targeted Drainage Review Full Drainage Review Large Project Drainage Review Single family residential projects and agricultural projects that result in 22,D1]d sf of new and/ar replaced mpervious surface or .17.00D sf of land disturbing activity but do not exceed the total impervious surface and new pervious surface thres- holds specified in S. 1.1.2.1 (p_ 1-13). Projecs that are not subject to Furl cr Large Project Drainage Review, AND liave characteristics of one or more of the following categories of priajects: 1. Projects contrng or adjacent to a flood. erosion, or steep slop.e hazard area; projects within a Critical Drainage Area or Landsrde Hazard Drainage Area; or projects proposing 2.7,000 sf of land disturbing activity (1 ac if in Smal Project Drainage Review). 2. Projects that construct or modify a drainage pipelditch that is 12or larger or receive runoff Gum a 12" or larger drainage pipeditoh. 3. Redevelopment projects with ..$100.0DD in improvements to a high -use sad') An projects that result in n,ODD sf of new and/or replaced impervious surface or .?..7.1:100 sf of land disturbing activity but are not subject to Small Project Drainage Review. OR redevelopment projects meet- ing drainage review threshold #7 in Section 1_1.1 (p. 1-0). UPDs. OR prtjects that re It in 2:5D acres of new impervious within a sub- basin or mui- tiple subba- sins that are hydraulically connected, OR project sites ZED acres within a critical aqui- fer recharge area. Category 1 Category 2 Category 3 SMALL PROJECT DRAINAGE REQUIREMENTS 1 CORE REQUIREMENT #1 Discharge at Natural Location *PI CORE REQUIREMENT #2 Offsite Analysis _ : 1(3) 1{3) ve(3) CORE REQUIREMENT #3 Flow Control *(2) (3) 1(3) CORE REQUIREMENT #4 Conveyance System (2) 1 Iff CORE REQUIREMENT #5 ErosionI iti 1 CORE REQIJIREMENT Maintenance & Operations 1 CORE REQUIREMENT #7 Financial Guarantees & Liabiity t P) 1(P) 113) veP) CORE REQUIREMENT AI Water uaEty ( 113) IP) SPECIAL REQUIREMENT #1 Other Adopted Requirements ; ) 113) SPECIAL REQUIREMENT #2 Flood Hazard Area DeEneation P) ) 1(3) SPECIAL REQUIREMENT #3 Fkxxi ProtectionFacilities i ) SPECIAL REQUIREMENT #4 Source Control 1P l 0) SPECIAL REQUIREMENT #5 Oil Control i(P) 113) i (1) Category 3 projects installing oil controls that construct modify a 12-inch pipe/ditch are also Category 2 projects. (2) May be applied by DOES based on project or site-specrfic conditions. (3) These requirements have exemptions or thresholds that may preclude or limit their application to a specific project. Technical Information Report EdgeConneX Seattle May 2019 33 APPENDIX B - CONSTRUCTION STORMNATER SITE INSPECTION FORM Technical Information Report EdgeConneX Seattle May 2019 34 SECTION D.8 REFERENCE SECTION ESC MAINTENANCE REPORT Performed By: Date: Project Name: DDES Permit #: Clearing Limits Damage OK _ Problem Visible OK _ Problem Intrusions OK Problem Other OK Problem Mulch Rills/Gullies OK Problem Thickness OK _ Problem Other OK Problem Nets/Blankets Rills/Gullies OK _ Problem Ground Contact OK _ Problem Other OK Problem Plastic Tears/Gaps OK Problem Other OK _ Problem Seeding Percent Cover OK _ Problem Rills/Gullies OK _ Problem Mulch OK Problem Other OK Problem Sodding Grass Health OK _ Problem Rills/Gullies OK _ Problem Other OK Problem Perimeter Protection including Silt Fence Damage OK _ Problem Sediment Build-up OK _ Problem Concentrated Flow OK _ Problem Other OK Problem Brush Barrier Damage OK Problem Sediment Build-up OK Problem Concentrated Flow OK Problem Other OK Problem Vegetated Strip Damage OK _ Problem Sediment Build-up OK Problem Concentrated Flow OK Problem Other OK Problem Construction Entrance Dimensions OK _ Problem Sediment Tracking OK _ Problem Vehicle Avoidance OK Problem Other OK Problem Wheel Wash Dimensions OK Problem Sed build up or tracking OK Problem Other OK Problem Construction Road Stable Driving Surf. OK _ Problem Vehicle Avoidance OK _ Problem Other OK _ Problem Sediment Trap/Pond 1/9/2009 2009 Surface Water Design Manual — Appendix. D D-96 0 ESC MAINTENANCE REPORT Sed. Accumulation OK _ Problem Overtopping OK Problem Inlet/Outlet Erosion OK _ Problem Other OK Problem Catch Basinllnlet Protection Sed. Accumulation OK _ Problem Damage OK Problem Clogged Filter OK Problem Other OK Problem Interceptor Dike/Swale Damage OK Problem Sed. Accumulation OK — Problem Overtopping OK _ Problem Other OK Problem Pipe Slope Drain Damage OK Problem Inlet/Outlet OK Problem Secure Fittings OK _ Problem Other OK Problem Ditches Damage OK _ Problem Sed. Accumulation OK Problem Overtopping OK _ Problem Other OK Problem Outlet Protection Scour OK Problem Other OK Problem Level Spreader Damage OK Problem Concentrated Flow OK.._ Problem Rills/Gullies OK Problem Sed. Accumulation OK.� Problem Other OK Problem Dewatering Controls Sediment OK.. Problem Dust Control Palliative applied OK Problem Miscellaneous Wet Season Stockpile OK Problem Other OK Problem Comments: Actions Taken: Problems Unresolved: 2009 Surface Water Design Manual —Appendix D 1/9/2009 D-97 LS 34255 ll6thsi-81d96 Tukwila, WA 98618 VUVIK Project Number: 20190072 Burr Computer Environments, Inc. 10400 Rodgers Rd. Houston, TX 77070 bY1oi ENGINEERING + DESIGN tE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION Prepared By: Ke laven, E.I.T. May 28, 2019 RECEIVED CITY OF TUKWILA JUN 13 2019 PERMIT CENTER Structural Colculations: EDCSEA-1 - hese 3 DC - 1 Project; EDCSEA-1 - Phase 3 Project Number: 20190072 Project Address: 3425 S 116th St - Bldg 6 Document: Structural Calculations for Tukwila, WA 98618 Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Calculations C-1 thru C-44 Equipment Cut Sheets, As -Built Roof Plans, R-1 thru R-25 and HVAC Support Plan DESCRIPTION OF PROJECT The 'EDCSEA-1 - Phase 3' project consists of installing mechanical units on the roof, anchorage of equipment to interior and exterior slabs, and infilling existing wall openings with CMU at an existing building in Tukwila, Washington. These calculations include an analysis of the existing roof framing, as well as mechanical unit equipment anchorage design. ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. i4cad2019\20190077-41colafica40190072 DC.docx 3933 SW Kelly Avenue Portund, 0997239 tel: 503.222.4453 fox: 503.24E3263 www.vank,com 4 Structural Cokulunons EDCSE1-1 Phan $ DC - 2 CODES 2012 International Building Code as Amended by the State of Washingtong DESIGN LOADS Live Loads Roof Snow Loud Flat Roof Snow Load, Pr Snow Drift Dead Loads Existing Roof Wind 25 psf As Required Roofing and Reroof 3.4 psf Insulation 0.5 psf Sheathing (1/2" plywood) 1.7 psf Sub-purlins (max 2x4 at 24") 0.7 psf 4x14 RS DF #1 Dense Purlins at 8ft O.C. 1.6 psf GLB 6 3/4" x 27" at 24ft O.C. 1.7 psf Mechanical and Electrical 1.1 psf Suspended Ceiling 1.8 psf Sprinklers (Assumed 2" dia at 8ft O.C.) 0.5 psf Total Roof Load 13.0 psf Additional Loads Roof Mounted Mechanical Units As Noted Basic Wind Speed (3-second gust) 120 mph Wind Importance Factor, lw 1.0 Occupancy Category 11 Wind Exposure Seismic Location Latitude 47.4982 Longitude -122.2900 Seismic Importance Factor, le 1.0 Occupancy Category 11 Mapped Spectral Response Accelerations Ss = 1.516 = 0.569 Site Class Spectral Response Coefficients Sds = 1 .01 1 Sd1 = 0.569 Seismic Design Category Component Anchorage Factors a.. Rp 1p Q,. HVAC Equip 2.5 6.0 1.0 2.0* *Per ASCE 7-16 06Acad2019\20190372\calculatian40190072 DC.docx 3933 SVil Kelly Avenue Pactiund, 0897239 tel: 503.222.4453 fox: 503.248.92'3 ,,,,NtAi:vinik.com Project::DCSijO • 3 lub 01•C102— BY V12—S EY, N ELE R Ni V IG D E Ks G N 101 Date: \ 1 k .4)11h 31. s" M9(0 4 , i ; • - : : • , . 1 I : 1-• i ..• . i . , i sce) Lb3 untk-1- q6-ci • g-wg 3teu,1 >Ate- 176,t8 tx+-- 4 art MOT eQ1.4 ecolorce (yet 1 )(1-4 1)-F*"'Portivis ) 5-00: 4300.: ... Sectxe Z»Th " tbS 3c.YeAA) '.. (s.5 50reis -,k2-0 iScirew k Sheet C-1 ....„ • • • : • 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 mv.vIrnk,com EDCSEA01'Ph3 Engineer: KRS Project ID: 20100072 Project Descr: Printed: mFEB zo`9, 10:14Am Wood Beam File snuusA01-pm*c6 are ooprigmswEnoxLC.INC. 1om-2ooamm1u1mcm. Existing 414Purlinwith Condenser CODE REFERENCES & m Calculations per NOS2012.IBC 2U12.CBC20 Load Combination Set: ASCE7'1U Material Properties Analysis Method: Allowable Stress Design Load Combination ASCE 7-10 .ASCE7-1O Fb+ Fb Fc'PN Wood Species Douglas Fir Larch Fo'Parp Wood Grade Nu.1&Better Fv Beam Bracing Beam is Fully Braced against lateral -torsional buckling Ft D(0,778) D(0D904)S(O2) | 1:200.0 psi 1.2O0,Opsi 1.55Q8psi 625.0 psi 18O.0[si 800,0 psi Density E: Modulus mrElasticity Eband z 1.800.Okd J121Opd , L/ Applied Loads Uniform Load : D = H1 130, S = 0.0250 ksf, Tributary Width = 8.0 ft, (Roof Trib) Point Load D=0770Uk@14.0ft. (Pmoch) Point Load D=07780k@0�ft,(Pmoo) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span m:Actual Ra:Allowable Load Combination Location of maximum onspan Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Vertical Reactions = 212t1 4x14 2.925.90pni 1.3V0I0psi +D+S 13189M Span # 1 1.23Oin 0.000 in 2.092 in 0.000in ` � Service loads entered. Load Factors will maapplied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual p":/u|nw=Wn Load Combination Location ofmaximum nnspan Span # where maximum occurs Ratio = Ratio = xanv~ Ratio = 234<38O V<38O 13748O 0'18O Support notation : Far left is #1 'Values in KIPS 0.56Q:1 404 117.52poi 207.DO[si 229N9ft Span #1 Load Combination Support 1 Support OverallwAXimum Overall M|mimum DCmly +D+S +D+u,75Vs +V,00D GOn|y 4,587 2.400 2187 4'587 3,987 1.312 2.400 1939 1.539 3.939 3.339 0.923 Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-3 Printed: 14 FEB 2019, 10:13AM Wood Beam On#NIKVlfi8$00ZZAM,#NEMBPillkxikmxil0IGaoeispms Description 4x14 Purlin with Channel Reinforcing (2/5 tota CODE REFERENCES oad File = GnAcad2019120190072lCateulations120190072 EDCSEA01-Ph3.e6 . yright ENERCALC, INC, 1983-2018, Build:10.18,12.13 . 1.11111,20122111111..k, iliiiiiiii000001WINCOONSPOINOWNPINAER4iii Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species : Douglas Fir - Larch Wood Grade : No.1 & Better Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0.311) Fb + Fb - Fc - PrIl Fc - Perp Fv Ft D(0.311) D(0.036) S(0.08) 1,200,0 psi 1,200.0 psi 1,550.0 psi 625.0 psi 180.0 psi 800.0 psi Density Et Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 660,0 ksi 31.210pcf f. 4x14 Span = 24,0 ft Applied Loads Service loads entered. Load F Uniform Load : D = 0.00450, S = 0.010 ksf, Tributary Width = 8.0 ft, (Roof Trib) Point Load : D = 0.3110 k @ 14,0 ft, (P mech) Point Load : D = 0.3110 k @ 0.0 ft, (P mech) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb Actual FB : 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 Vertical Reactions .847: 1 4x14 1,169.32psi 1,380,00 psi +D+S 13.139ft Span # 1 0.492 in Ratio = 0.000 in Ratio = 0.836 in Ratio = 0.000 in Ratio = '19 be applied for calculations um Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 585 >=360 0 <360 344 >=180 0 <180 111111-11i0eglttOKIN,,L Support notation : Far left is #1 Values in KIPS 0.227 : 1 4x14 46:95 psi 207.00 psi +D+S 22.949 ft Span # 1 Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum D Only +D+S +D+0.750S +0.60D S Only 1.833 0.960 0.873 1.833 1.593 0.524 0.960 1.573 0.960 0.613 1.573 1.333 0.368 0.960 Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-4 Printed: 14 FEB 2019, 10:1 5AM Steel Beam ireotlocvm0002z2a, Description : Channel Reinforcing (3/5 total load) CODE REFERENCES File = alAcad2019120190072\Calculationst20190072 EDCSEA01-Ph3.ec6 Software copyright ENERCALC, INC. 1983-2018, Build:10.18.12.13 . Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending 0(0.467) D(0.467) D(0.0544) S(0.12) ] Fy : Steel Yield : 36.0 ksi E: Modulus : 29,000.0 ksi C10x15.3 Span = 24.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.00680, S = 0.0150 ksf, Tributary Width = 8.0 ft, (Roof Trib) Point Load : D = 0.4670 k @ 14.0 ft, (P mech) Point Load : D = 0.4670 k @ 0.0 ft, (P mech) DESIGN SUMMARY 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 Vertical Reactions 0.525: 1 C10x15.3 15.000 k-ft 28.563 k-ft +D+S 13.097ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.461 in Ratio = 0.000 in Ratio = 0.785 in Ratio = 0.000 in Ratio = 624 >=360 0 <360 367 >=180 0 <180 Support notation : Far left is #1 Desi.nOK Values in KIPS 0.076 : 1 C10x15.3 2.365 k 31.042 k +D+S 24.000 ft Span # 1 Load Combination Support 1 Support 2 Overall MAXimum 2.754 2.365 Overall MINimum 0.789 0.555 D Only 1.314 0.925 +D+S 2.754 2.365 +D+0.750S 2.394 2.005 +0.60D 0.789 0.555 S Only 1.440 1.440 V V LMK ENGINEERING • DESIGN • PNject: EDC,Sft01- Pk- .Jc'b 4.; 201C( WIZ BY, PP,'`,\CC' ..... • ; : • tor..t.A : - '‘.4.,ti•• • , '••• „.... 141 e4ucck-e . • . • hitutveta. "“ • .• • • .eYA Stvki.t. --xotkiit's-. ae. Lickte . . . . . , • ' i : ' , . 3 , ' ; • : ; I . • I ' : . 7 i 1 I : • • . 3 •.• . 7. .. • . - 7 t ; . ! . •.. ..... '. . .... '... . . . . . _ .". , • : — . • '; . . . : .I ; ' , '' ' . f i : : 1 . , • . ... It ' . : : . . . I 1 : ' Dore: •1•• •- . ff• . • • Sheet si C-5 . .. 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.v1mksorn Wood Beam Description : Existing GLB With Condensers CODE REFERENCES Project Title: EDCSEA01-Fh3 Engineer: KRS Project ID: 20190072 Project Descr: C-6 Printed: 14 FEB 2019, 10:1BAM1 File = G1Acad201912019007210alculationsl20190072 EDCSEA01-Ph3.ec6 . Software copyright ENERCALC, INC. 1983.2018, Build:10.1 B,12.13 TM CONSt #.K3NG N r]N t~ Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Beam Bracing : DF/DF 24F-V8 Fb + Fb Fc - Prll Fc - Perp Fv Ft Beam is Fully Braced against lateral -torsional buckling D(0 } D(0.3 D(1 56) 20) S(0.60) 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi D(m.5) E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy 1,600.0 ksi Eminbend - yy 850.0 ksi Density 31.210 pcf D(1,56) D(4.1) S(7.8) 6.75x27 Span = 39.50 ft 6,75x27 Span = 7.0 ft Applied Loads Loads on all spans... Uniform Load on ALL spans : D = 0.0130, S = 0.0250 Load for Span Number 1 Point Load : D =1.560 k @ 16.0 ft, (P meth) Point Load : D = 1.560 k @ 24,0 ft, (P mech) Point Load : D = 1.560 k @ 32.0 ft, (P mech) Point Load : D = 1.560 k @ 39,50 ft, (P mech) Point Load : D = 0.340 k @ 16.0 ft, (ERP) Point Load : D = 0.340 k @ 32.0 ft, (ERP) Load for Span Number 2 Point Load : D = 4.10, S = 7.80 k @ 7,0 ft, (P hung) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : 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 Vertical Reactions ksf, Tributary Width = 24.0 ft 1.025: 1 6.75x27 2,382.20 psi 2,324.30 psi +D+S 16.992ft Span # 1 1.080 in Ratio = -0.289 in Ratio = 2.118 in Ratio = -0.715 in Ratio = !ice loads entered. Load Factors will be applied for calculations. 1.0 OK ximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 438 >=240 580 >=240 223 >=180 234 >=180 Support notation : Far left is #1 Values in KIPS Desi n1T 0.592 : 6.75x27 180,50 psi 304.75 psi +D+S 37.293 ft Span # 1 Load Combination Support 1 Support 2 Support 3 Overall MAKimum Overall MINimum 17.441 43.787 10.096 25.604 Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-7 Printed: 14 FEB 2019, 1018AM Wood Beam File GAAcad20191201 0721Calculations120190072 EDCSEA01-Ph3,ec6 re copyri ENERCALC, INC., Build:10.18,12.13 . itliek#WWV60027,28,01A1444M1atitle4it,zr. ',.• LIVIK!CONSULTINGIENGINEERS:, Description : Existing GL Vertical Reactions With ndensers Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 D Only +D+S +D+0,750S +0.60D S Only 7.345 17.441 14.917 4.407 10.096 18.183 43.787 37.386 10.910 25.604 VVLMK 4 ENGINEERING ESIGN ykkk t—kt, 'vet 14(121-160 TrWES I : t bS—SCY:eAP 5.: e 1 ctIAO f- ‘-•• • — '6" --",--17 - Stt,Lk . : '-.':kr:.•:--6:, . -''t:----i• tAil „1-I31, ..s uil iko e);,i Project: t'a -C,Or CA —Ph MqW12— BY • , Vit 2,,,, S.. ,ex... (:),k- efkCh t(0•?-cy-k-A. - . , ...., a a e ; 2_p_S Dote: 9 .Sheet i sp- - - • . , 1 , , : .. ; , . t : # , . . , 1 : ; . . .. I , , 1 • 0 .. " t • , : . . ........ • I • . . ... ... 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222,4453 fax: 503.248.9263 www.vInik.com ~ "a.no Software Copyright znzsvLwxConsulting sng/n=ro. All Rights Reserved. Mechanical Unit Anchorage Based onthe ZD25International Building Code and AS[E7-20 DESIGN INPUT Seismic Parameters: 5os= 1,011 D = 1.0 An 2.5 R~ = 6.0 1, 1.00 Z= 22 h22 g Design Spectral Response Acceleration OveetnangthFactor [AS[E7 12.2-1or15.4-1] [ASCE7 13.5'1 or 13.6-1] [4S[E7 1I5-1or13.6-1] [AS[E7 13.1.3] ft Attachment height from base of structure ft Average roof height of structure from base Wind Parameters: pnomz = 41.7 psf PvpuFr = 3I.9 ps[ Mechanical Unit Parameters: »Yp = 1,556 |bs X = 168.3 in Y = 55.5 in Z ~ 78.0 in Zcurb � 6.0 in X'Q = 84.1 in Y,q. = 27.0 in Z� = 70.0 in Design Wind Pressure (psf), 1.UVV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (max) Base Dimension (nnin) Height of Unit Height ufCunb, where occurs Center of Gravity Center of Gravity Center of Gravity (excluding curb) ANALYSIS Base Shear: (Load applied to all (*) onchors/co,nerstogether) 5eisnnic' , ' O/4op3u,�7� 787 |bs ��= ' l+2— i= '� }lr/I, ` 6 / Base Shear, DV,s= 787 |by 5eisnnic,DE Wind: V"w = 4093 |bs Wind, 1.0VV Anchor Shear: (Load applied tneach ancxnr/cnmer) Seismic: Anchor: dx dx^Z dy dy*2 1 84.125 7077 27.75 770.00 Z 84,125 7077 27.75 770.06 3 84.125 7077 27.75 770.06 4 84.135 7077 27.75 770.86 28308J 308025 Wind: Vz��,4= 1023 |ba Overturning/ Uplift: (Load applied to each anchor/corner) Seismic: M.t=S9778 M"�,. = 91341 Mre,»= 30130 Wind: M�= 171893 x4",,.,= 117809 M,,,,= 38861 lb -in lb -in lb -in lb -in lb -in Seismic,DE Seismic,DE Seismic, QE Wind, 1.OVV Wind, 1.0VV Wind, 1.OVV (3-Fan Condenser) yCq SIDE VIEW Load Combinations: _ r Seismic (0.9-.2SOS)D+DE (0.6-.145DS)D+07DE !�l.hSzn{, = >_0.SSur},Nr= Wind: O.QD + 1.0N 0.6D + 0.6VV 2517 |bs 0K 472 |bs OK V"BASE = 4093 ybs Wind = 2456 (A5D) Design Eccentricity 596 e,= 4J063 in e,= 1.3875 in M~x= 3308 in'|bs MY-v= 1091 in-|bs Y Direction X Direction V1,3 = 206 |bs V1,2 = V3^= 206 |bs MaxV" Amc*oa = 1023 |bs Wind = 514 (ASD) Net Tension: T,* = 694 |bs T,*= 1732 |bs MaxTu,^mcMon* = 1732 Ubs Wind ~ 1016 (ASD) VV L MK Project: e ENGINEER,NG DESIGN' Ph. 3 J°": 201 9007 2 BY: Date 2/19 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 woulnik.corn Sheet C-1 0 + ` ��8 � �� x�D i� vmWr'. EDCSEA0I Ph 3 »mw. 70190072 xr KRS v3.00' Software Copyright aozsVLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design Based onthe 2O12International Building Code and ASCE7-20 DESIGN INPUT Seismic Parameters: 5os = 1.011 g Design Spectral Response Acceleration O = 2.0 Overstrength Factor [ASCE7 12.2-1 or1S.4-1] AP 2.5 [ASCE7 13.5-1 or 13.6'1] R~ = 6.0 [ASCE7 13.5-1 or 13.8-1] [v = 1.00 [ASCE7 13.1.3] z = ZO ft Attachment height from base of structure h 20 ft Average roof height of structure from base indPmrameters: poonIZ. = rupurr = 41,7 psf 32.9 psf Design Wind Pressure (psf), 1.OW Design Wind Pressure (psf, 1.OVV echanica| Unit Parameters: VVp = 340 |bs Total Weight X= 40.0 in Base Dimension (nnax) Y= 36.8 in Base Dimension (min) Z = 40.0 in Height ofUnit Zc m = 0.0 in Height of Curb, where occurs X, = 20.0 in Center of Gravity Y~ = 18.0 in Center of Gravity Zcn = 20.0 in [enter of Gravity (excluding curb) ANALYSIS Base Shear: Wind: (Load applied toall (4)anchors/corners together) 0�4u,Suv' ��/ z /�= l+2— '' J9x/�, 6 Base Shear, DV" = «"w = ERP Zcg Load Combinations: SIDE VIEW Seismic: Wind: (0-9-.2SD5)D+OE 0.9D+ 1.UVV (0-6-.14SDS)D + 0.7DE 0.6D + 0.6VV = 172 |bs 51.6Sr«/pTV� = 550 |bs OK >_03So«7,A� = 103 |bs OK 344 |bs Seismic,DE 463 |bs Wind, 1.0VV V" BASE =� 463 lbs Wind = 278 (ASD) Anchor Shear: (Load applied toeach anchor/corne,) Seismic: Design Eccentricity = 596 Anchor: dx dx^2 dy dy^I e,= 1 in ev= U.S in 1 20 400 is 324 M,-x= 344 in-|bs M,.v= 309 in-|bs 2 20 400 18 324 YDinection X Direction 3 20 400 10 324 V1.3= 90 |bs Vz'z= QD |bs 4 20 400 10 324 V2'4� AO |bs V3.4= 90 |bs 1600 1296 Wind: V`.z,s.^= 116 |bs MaxV"'^wC°vn = 116 Ubs Wind � 70 (ASD) Ovevtumming/Uplift: (Load applied toeach anchnr/come,) Seismic: M� = 6875 lb -in Seismic, DE M",,., = 4745 lb -in Seismic, {lE M"s.v = 4270.5 lb -in Seismic, DE Wind: Mt = 9267 lb -in Wind, 1.OVV M"s', = 6120 lb -in Wind, 1.0VV Net Tension: T,*= 122 |bs T,* = 134 |bs Max T"xwCoon*� 134 lbs Wind � � 76 (A5D) *Negative (-) values indicate there is no net uplift �g33��Ko���BunPO�o�'OR 9 i�39 ���03,222,44�� ���O�.?4������ u��V��om EDCSEA01 f #:20190072 'h. 3 Date: 2/19 3933 SW Kelly=Avenue Portiond, 0k 97239 fel: 503.222.4453 fax: 503.248.9263 www.vimk,com VLMK tIMC-ktlEk4ING Dt.$15,4 Pro' EDCSEA01 1,1,#-20190072 Darr 2 9 Ph. 3 2xfo Tetia,N,44 P' 0-01 (1401")(0,1(0:4) tr‘thOr#. U00 ps'‘' knclior. +fitsto0 17roptil.fl13 Vettt f6r* eX tA tit I'Ve: S?or antharme ,SiffeK Can, wi-ths-timeS skt6 bine 44. • • !, . , :. s . —. • „. 1 - 3933 SW Kelly'Avenue Porflund, OR 97239 tel: 503.222.4453 fax: 03, 4 .926 ?owers. FASTENERS PRODUCT INFORMATION Steel Dropin"" PERFORMANCE DATA Ultimate Load Capacities for Steel Dropin in Normal -Weight Concrete"' Rod/Anchor Diameter d in. Minimum Embedment Depth h, in. (mm) Minimum Concrete Compressive Strength ( ' ---'2 000 k. , (7 .8 MN') ' ' 4 000 psi Z27,6 MP) \-. , : 6,000 psi (41.4 1,i1PEI, Tension Ibs. (kN) Shear lbs. (.kN) Tensio-ri ibs. (kN) Shear lbs, (kN) Tension lbs. (kN) Shear lbs. (kN) /4 1 1140 2120 1,985 2,120 2080 2120 .4 ',- (25.4) (5.1) r 7, 8(9.5) f 9) (9 ,5) :9,4) (9.5) . 1 9/75 139.7) c2,161) rgi9---- '" 4,585 (20,6) 'r , 4,18 , ..,, 4,585 ,,20.6) 4,950 (22,3) 4,535 (DE) i /2 2 4,105 6,400 5,760 6,400 6,585 6,4-00 (12.7) (5...8) 8 5) (28,8) QS.% (28,6) (29,6: (28.9) 518 2 1/2 4,665 12,380 7440 12350 I 0,92C 12,380 " 5.9) (63 5) (21.0) (55..7) ,(33,5) (55,7) (49 1) (55.7) 3/4 3 3/16 8,580 15,680 9.405 15,680 11,300 15,680 (19,1) (81,0) (38.6) ( /0.6) (41.8) {70.6) 1. tub.ilated load values are aapt.cable-,o arbor. an( stainless steel anthorl. 2. 1•,-.-ulated Id t9i1P-S -fot anznors installed :5 =cam. Coruna conio;essive strength rnt.'st be at the spe(.-ified minitmrn at the erne :of inD:a Ui-imata (cad caJes must be reduces by a -nirtircirn -;a`E.y fa:-.oz of-4,0 or greate- ta detertrine alley:able working load, :Allowable Load Capacities for Steel Dropin in Normal -Weight Concrete'' 4.. ' Rod/Anchor ii•- •li Diameter L.* d in. () Minimum Embedment Dept h, in. rn, , ' , Minimum Concrete Compressive St(f) 2.ODO psi . MR) a4,000 psi (27.6 Pa) psi '. .4 ' 6,0MPa) Tension lbs. -hi' Shear lbs. (kN) Tension Ibs. (kW) Shear lbs kN) Tension lbs. (kN) Shear Ibs. ,kN) 114 1 285 530 530 520 530 • (6.4) . ' (1. (2,4) (2..1) ;.2.-:-) (2,3) (2.4) 3/8 1 9(16 4 1,145 1,045 1,145 1.240 1,145 4 (9.5) a r (?9.7) (2.5) (5 2) 0,7) (5 2) (5.6) 1/2 2 1,025 1,600. 1,440 1,600 1.645 1,600 (12.7) 150.8) 1,4.6'; (72) (6,5.) (7.2) (7.4) ' (7.2) 5/8 2 1/2 1,165 3,095 1,860 3,095 2,730 3,095 ! (i 5.9) (53.5) k i - (5 2) /4:1,w..,j. (8 4) (13.9) (12,3) (13.9) . 3/4 3 3/16 2,145 3,920 2,350 3,920 2,825 3,920 ' / (19.1) ., ' , .7 (17,6) 10 5) (17.6) (126) (1/.6) `:-.. l'a cl load values are a - ..o crb,t alo s:ainicss steei arrituri. ''' iA,l:able load cepa:. ties listed are calculated is .19 aid mike safety faztof of '1.0. lerpolaton may be useAl to determine aaleAsable icac fer irte:thellate contpte.$siVe strengths, ".'..:.* ole k-Jad capat: ties are multipEed ay redJutor (aim tours in tt:e Oesii Critaria ;edict when 'Ardor spa:trig cr edge di!,tant.es am les::: than atical diswres 1i 4 , 'timate Load Capacities for Steel Dropin in Structural Lightweight Concrete' dd/Anchor Minimum Miaimurn Conaete Compressive Strength ' Diameter v_ Embedment Depth 2,000 psi (13.8 )ilPa) 4,000 psi (27. Pa; 6,000 psi (41,4 MPa: T., d II, Tension Shear Tension Shear Tension Shear ' ..A. in. in. lbs, )bs. lbs., Ibs. lbs. 'lbs. , rn (kN) (kN) (kN) (kN) (1(N) (kN) 4 1 1,050 1,920 1,360 1,920 1,560 1,920 (25.4) (4.8) (8.6) (6.1) (8,6) ;7.5) (8.6) 1 9/16 3,040 4,120 3,780 4,120 4,520 4,126 I (39.7) (13.7) (1.3 5) (',7,0) MB 5", (203) (18.5) 1/2 2 4,240 5,660 4,840 5,680 5,460 5,680 :=... , 12.7) (50.8) (:9,1) 5.5) (21.6) (25.6) (24.6; I„ 71, 1,5/8 2 1/2 6,860 , 40 7,840 9,640 8,840 9,640 (.35,3) (434) (39.8) .P4 13 1 8 .0 10,280 (46.3) 15,680 00.6) 11,780 (52 7) 15,680 (70.6) 13,120 (59 0) (70.6) tC-14 tft CC 0 u lated bad values are applicable ID car vti and izainless steel anchors, are /oat. values am for anchNs ir stalled in sand-ligh-Av9ht corciate. Concrete compressive •rengJi must ae at the 2pa.....-SfeJ reottrram at the :ime of ir.stagatio.- a:e load capacites must be reduced a nintrnum safety le:-.ot of ‘..0 or Teat:: to determine aflowa:-Ie VeDidny bad. V VLMK ENGINEERING DESIGN Prciect' E-DOS PO\-?h,3 i()1) 2-0tc(001 L Kv__3 Date: CA Sheet C-1 5 3933 SW Kelly Avenue Portland, OR 91239 tel: 503.222.4453 fax: 503.248.9263 www.virak.com VVL ENG IN EE PINDESIGN ProJecr f pcs� pfV I K Date: 3933 SW Kelly Avenue Portland; OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlrnk.com Sheet C-16 C-17 ,~"'~"mN"-"""°° m.00'Software Copyright 2015mLMxConsulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Based unthe JO25International Building Code and AS(JE7'I0 DESIGN INPUT Seismic Parameters: 1.011 g 2.0 2.5 6.0 1.00 U ft 22 ft Wind Parameters: PxomIZ. = 5.0 psf Mechanical Unit Parameters: VV, = 2,180 |bs X = 48.0 in Y = 30.0 in Z = 91.0 in Zc rb 0.0 in X'Q = 19.0 in Y= = 19.0 in ZCQ = 45.8 in Design Spectral Response Acceleration Overstrength Factor [ASCE7 12.2-1 or15.4-1] [ASCE7 13.5'1 or 13.6-I] [ASCE7 13.5'1 or 13.6-1] [ASCE7 13.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure(psf, 1.OVV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (max) Base Dimension (min) Height ofUnit Height ofCurb, where occurs Center ofGravity Center ofGravity Center ofGravity (excluding curb) ANALYSIS Base Shear: (Load applied toall (4) anchors/con`erstogether) Seismic' � 0�' 4o,�uv��/ z` ��= _ � l+2_� = 367 |bs ' /l,//, \ h/ Base Shear, DV" = 1322 |bs Wind: Vuw= 152 |bs Seismic, QE Wind, 1.OW Anchor Shear; (Load applied toeach anchor/corner) Seismic Anchor: 1 2 3 4 Wind: dx dx^2 dy 19 361 19 29 841 19 19 361 19 Zg 841 19 2404 Vz.2.3,4= 38 Overturning/Uplift: (Load applied Seismic: Mt= 59507 lb -in Wind: Mr,,,x= 28903 Mres»= 28903 Mm=6QO1 Mr,,�= 37278 Mos.v= 37278 lb -in lb -in lb -in lb -in lb -in dy^J 361 361 361 361 1444 |bs to eachanchor/come Seismic, QE Seismic,DE Seismic, DE Wind, 1.0VV Wind, 1.OVV Wind, 1.0VV Ycg Zcg n u 01 40 uww PLAN VIEW V G SIDE VIEW Load Combinations: Seismic: (0.9-.25DS)D+DE (0.6`14SDS)D + 0.7DE 15�l.hSnx/p = >0.3S»xI,Br = Wind: 0.9D + 1.OVV O.0O+O.6VV 3526 |bs OK 061 |bs Controls 1322 Ubs Seismic Design Eccentricity 590 e, = 5.95 /n ev = 0.95 M,°= 7868 in-|bs M°°= 1256 Y Direction X Direction \1,3 = 393 |bs V1,2 = 347 |bs V2,4= 426 |ba V3,4 = 347 |bs in in-|bs MaxV" Awcxpn � 426 Kbs Seismic = 298 (ASD) Net Tension: T,*= 319 |bs T,* = 403 |bs Max T+ANCHOR* = 403 lba Seismic = 24 (ASD) *Negative (-) values indicate there isnonet uplift ^ 0,id. E0[SEAOl-Ph.3 66k 20190072 By. KR6 v».ou ' Software Copyright ao1svLMxConsulting Engineers. All Rights Reserved. Date: 2/2019 Mechanical Unit Anchorage Design Based on the 2015 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: Sos� 1.011 g {I = 2.0 A.= 2.5 RP = 6.0 Ip = 1.00 z= O ft h= 22 ft Wind Parameters: p*nRIZ. = 5,8 psf pupuFT= 0.0 psf Mechanical Unit Parameters: WP= ^= Y= Z= Z=rb = ^"" = Y== Zr = 1,380 26.0 24.0 81.0 0.0 13.0 12.0 54.0 ANALYSIS Base Shear: |bs in in in in in in in Design Spectral Response Acceleration Ovanshrength Factor[AS[E7 12.2-1 or1S.4-1] [A5CE7 13.5'1 or 13.6-1] [ASCE7 13.5'1 or 13.6-1] [ASCE7 13.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure (psf), 1.OVV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (max) Base Dimension (min) Height ofUnit Height ofCurb, where occurs Center of Gravity Center of Gravity Center ofGravity (excluding curb) (Load applied toall (4) anchors/corners together) O�»^� �'�/ z` ��= ' ]+2— = 233 |bs '' Rr //, 6/ Base Shear, QV, = 837 |bs Begmic,DE Anchor Shear: (Load applied to each anchor/comer) Seismic: Anchor dx 1 13 2 13 3 13 4 13 Wind: dx^2 169 169 169 169 676 dy 12 lZ 12 12 dy^2 144 144 144 144 18 |by 576 Overturning/ Uplift: (Load applied toeach anchor/corner) Seismic: M,,t =452O4 M"s.x= 12519 Mre,^= 11556 Wind: M�= 2962 M,,+,= 16146 M"es.,= 14904 lb -in lb -in lb -in lb -in lb -in Seismic, QE Seismic, PE 5eismic,DE Wind, 1.0VV Wind, 1.OVV Wind, 1.OVV e, = 0.65 M,°= 544 Y Direction V1.3= ZZO V2,4 = 220 Battery Cabinets CT x 03 ww1 40 xww PLAN VIEW CG SIDE VIEW Load Combinations: _ Seismic (0.9-.25DS)D+DE (0.6-.14SDS)D + 0.7DE 15:-l.6yo,I, = 2232 |bs >_0.3Sno/,Nr = 419 |bs Wind: O.AD + 1.0VV 0.6D + 0.6VV OK Controls V.,BASE � 837 Vbs Seismic = 586 (ASD) Design Eccentricity 5%_ in e, = in-|bs M°v= XDirection |bs V1,2 = 220 |bs |bs V3,4 = 220 |bs 0.6 in Net Tension: 7x*= 629 |bs Tv* = 701 |bs Max T"Amcxoo* = 701 lbm Seismic = 171 (ASD) *Negative (-) values indicate there isnvnet uplift �� � D��| N�' � �� N�N 0� Project. EDCSEAO I'Ph,3 Jobk 20190072 By,, @RS Dote: 2/2019 Shook v3.00 - Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Anchorage Design Unit Based onthe 2015Intemabbna/Building Code and A5(E7-1D DESIGN INPUT Seismic Parameters: Sos = 1.011 g {l = 2.0 An2.5 p~ = 6.0 l,= 1.00 z= 0 ft h= JI ft Wind Parameters: pHomz. ~ 5.8 psf PupoFr= 0.0 psf Mechanical Unit Parameters: 1,334 42.0 36.0 91.5 0.0 21.0 18.0 61.0 ANALYSIS Base Shear: Wind: |bs in in in in in in in Design Spectral Response Acceleration OverstnangthFactor [AS[E712.Z-1or1S.4-1] [A5CE7 13.5-1 or 13.6-1] [ASCE7 13.5-1or13.6-1] [4SCE7 13.1.3] Attachment height from base nfstructure Average roof height ofstructure from base Design Wind Pressure(psf), l.OVV Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (nnax) Base Dimension (nnin) Height of Unit Height ofCurb, where occurs Center ufGravity Center orGravity Center ofGravity (excluding curb) (Load applied to all (^)anchors/corners together) O.4u,so«"�/ z` �� = ' l+2— = 225 |bs '' /Yv//, h j Base Shear, QV, = 809 V"W = 133 Anchor Shear: Seismic Anchor: 1 Z 3 4 Wind: dx 21 31 21 21 |bs 5eismic,DE |bs Wind, 1.UVV (Load applied to each anchor/corner) dx^Z dy 441 18 441 18 441 18 441 18 1764 Overturn i ng/ Uplift: (Load applied Seismic: Wind: Mc,t =49361 lb -in M,,,�= 19548 Mnu»= 16756 M.t= 6105 M",,.,= 25213 M�,,,= 21h11 lb -in lb -in lb -in lb -in lb -in Switchboards x xCe ' PLAN VIEW ZCg SIDE VIEW Load Combinations: y Seismic: (0.9`2SD6)D + OE (0.6-.14SOS)D + 0.7DE 51.6S/n1, = 2158 |bs >_0.]So*/,N' = 405 |bs Wind: O.gD + 1.OVV 0.6D + O.bVV OK Controls 809 lbs Seismic Design Eccentricity S% dy^J e, = 1.05 in e, = Og 324 M»«= 850 in-|bs M°v= 728 324 Y Direction X Direction 324 V1,3= 212 |bs V1,2= 213 |bs 324 V2,4= 212 |by V3.4 ~ 212 |bs 1296 |bs toeach onchnr/cumer) Seismic, QE Seismic, DE Seismic, DE Wind, 1.0VV Wind, 1.0VV Wind, 1.0VV in in'|bs Max V" x*Cooa = 212 Ubs Seismic = 149 (ASD) Net Tension: T`* = 355 |bs r,~ = 453 |bs Max T"xmCwom* = 453 Ubs Seismic ~ 87 (A5D) Project. EDCSEAOl-Ph.3 ,"ESo~ vs.00 ' Software Copyright uo1svLMKConsulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design Based onthe 2D25International Building Code and ASCE7'20 DESIGN INPUT Seismic Parameters: Sos� 1.011 g Design Spectral Response Acceleration [l = lO Overstrength Factor [ASCE7 12.2-1 or 15.4-1] A.= 2.5 [ASCE7 13.5-1 or13.6-1] R.= 6.0 [ASCE7 13.5-1or13.6-1] 1p = 1.00 [ASCE7 13.1.3] Z = O ft Attachment height from base of structure h = 22 ft Average roof height of structure from base Wind Parameters: p*nxIZ, = 5.0 psf DesignWind Pressure (psf), 1.OVV Mechanical Unit Parameters: WP= 3,7I0 |bs X = 79.0 in Y = 43.0 in Z = 85.0 in Zmrb = 0.0 in X'C' = 30.5 in Yq = 21.5 in Z'q = 56.7 in Total Weight Base Dimension (max) Base Dimension (min) Height ofUnit Height ofCurb, where occurs Center of Gravity Center of Gravity Center of Gravity (excluding curb) ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: Wind: Zcg *I uww PLAN VIEW V G SIDE VIEW Load Combinations: _ Y Seismic: Wind: (0.9-.35DS)D + [lE 0.0D + 1.0VV (0.6-.14SDS)D + 0.7DE 0.01D + 0.6VV 04u,SurW�/ z� F� = ~ 1+2- = 627 |bs �l.6S.'� = 6017 |bs OK ' �7 /I \ 6/ "' '� ^ Base Shear, QV, = 2257 |bs Beiymic,lJE Vuw = 233 |bs Wind, 1.OVV 2257 |bs Seismic 1580 (A5D) Anchor Shear: (Load applied toeach anchur/comer) Seismic: Design Eccentricity 5% Anchor: dx dx^2 dy dy^Z e,= 1.975 in e,= 1.075 in 1 39.5 1560.3 21.5 462.25 Mx'x= 4457 in-|bs My-,= 2426 in-|ba 2 39.5 1560.3 21.5 462.25 Y Direction X Direction 3 39.5 1560.3 21.5 462.25 V1.3= 592 |bs Y1.2= 592 |bs 4 39.5 1560.3 21.5 462.25 V2.4= 592 |bs Vs.^= 592 |bs 6241 1849 Wind: V,.z.s.^� 58 |bs Max V"'ANCHOR = 592 ybs Seismic � 415 (ASD) Overturning/ Uplift: (Load applied toeach aochor/corner) Seismic: M,t = 127871 lb -in Seismic, <3E M"s., = 102535 lb -in Seismic, DE Mrs', = 55810 lb -in Seismic, OE Wind: Mot = 0909 lb -in Wind, 1.OVV M~,., = 132246 lb -in Wind, 1.OVV M�s,v = 71982 lb -in Wind, 1.OVV Net Tension: 7,* = 160 |bs T,* = 838 |bs Max T" xwcxon* = 838 Ubs Seismic = 94 (ASD) *Negative (') values indicate there mnnnet uplift ^ ��� N����� �� ��N�N�� Project. EDCSEAOl'Ph.3 Jobt 30190072 By. KRS Date: 2/2019 vs.00'Software Copyright zozsvLnxConsulting Engineers, All Rights Reserved. Mechanical Unit Anchorage Design Based on the 2015 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: Sos = 1.011 D= 2.0 A* = ZS Kp = 6.0 I = 1.00 z= 0 ft h= 22 ft g Wind Parameters: p*omz. = 5.8 psf pupoFT= 0.0 psf Mechanical Unit Parameters: 225 24.0 13.5 79.0 0.0 12.0 6.8 527 |bs in in in in in in in Design Spectral Response Acceleration Overstnength Factor[A5[E7 1I2-1 or1S.4-1] [A5CE7 13S-1or1].6'1] [AS[E7 13.5-1or1].6'1] [A5CE713.13] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure (psf), 1.UVV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (nnax) Base Dimension (rnin) Height ufUnit Height ofCurb, where occurs Center ofGravity Center ofGravity [enter of Gravity (excluding curb) ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic Wind; O4o^�.-��' z� }�� — ' 1+2— " B»//r 6/ Base Shear, DV"E= 136 |bs Vow= 66 |bs = 38 |bs Seismic,DE Wind, 1.0VV Anchor Shear: (Load applied to each anchor/corner) Seismic: Anchor: dx 1 12 2 12 3 12 4 12 Wind: dx^2 144 144 144 144 576 dy 6.75 6.75 6.75 6.75 dy^2 45.563 45.563 45.563 45.563 182.25 16 |bs Overturning/ Uplift: (Load applied to each Seismic Mm= 7188 M~,,, ~ 1884.1 Mresx = 1059.8 Wind: M*= 2680 M"°.,= 2430 Mre,x = 1366.0 lb -in lb -in lb -in lb -in lb -in lb -in Seismic, DE Seismic, OE Seismic, OE Wind, 1.0VV Wind, l.DVY Wind, 1.0VV e, = M^«= YDirect|on \\,3= 36 Ycg Zcg 01 cww | ^ | � wcg PLAN VIEW SIDE VIEW Load Combinations: Seismic: (0.9-.25D5)D + DE (0.6-.14SDS)D + 0.79E �|.8SmI'W= �03Su,/rW�= Wind: 0.9D + 1.UVV 0.6D + 0.6VV 364 |bs OK VU, BASE Design Eccentricity 5% 0.6 in e, = 03375 in 82 in-|bs My-y = 46 in-|bs X Direction |bs V1.2 = 36 |bs 136 |bs Seismic = 96 (ASD) Max VU, ANCHOR = ZS (ASD) Net Tension: T,*= 111 |bs Tv~= 227 |bs Max T"ANCHOR* = 227 Ubs Seismic = 67 (ASD) ^weoomve (') values indicate there is no net uplift * Projert. EDC5EA8l-P6.3 vs.00 - Software Copyright zo1svLMxConsulting Engineers. All Rights Reserved. Mechanical Anchorage Design Unit Based onthe 202SInternational Building Code and AS[E7-2U DESIGN INPUT Seismic Parameters: 5uS = 1-011 g Design Spectral Response Acceleration D = 2.0 Overstrength Factor [ASCE7 12.2'1 or154-1] A. = 2.5 [ASCE7 13.5-1 or 13.6'1] R, = 6.0 [ASCE7 13.5'1 or 13.6'1] Ip = 1.00 [ASCE7 13.1.3] z = O ft Attachment height from base of structure h 22 ft Average roof height of structure from base Wind Parameters: p*omz = 5.0 psf Design Wind Pressure (psf), 1.UVV Mechanical Unit Parameters: VVv = 4,440 |bs X = 91.D in Y = 33.5 in Z = 77.0 in Z»rb= 0.0 in XCq = 402 in Y= = 19.3 in Z,, = 36.8 in ANALYSIS Base Shear: Wind: Total Weight Base Dimension (max) Base Dimension (min) Height ofUnit Height of Curb, where occurs [enter of Gravity Center of Gravity Center o[Gravity (excluding curb) UPS oo Ycg cn 20 n*o ' PLAN VIEW V G Zcg SIDE VIEW Load Combinations: Seismic: Wind; (O.Q`ZSDS)D + OE 0.9D + 1.UVV (0.6-.14SOS)D + O.7DE 0.6D + 0.6VV (Load applied to all (4) ancho,s/comerstogethe,) 0/4o'SznN// ,z� }�' .= 1+2- = 748 |bs 516Sn/°,}�� = 7182 |bs OK 8 // 6,, Base Shear, OV"p= 2693 |bs Seismic,E2E V"w = 243 |bs Wind, 1.OVV V" aASs� 2693 Ubs Seismic = 1885 (ASD) Anchor Shear: (Load applied *oeach anchor/cnma1 Seismic: Design Eccentricity = S% Anchor: dx dx^2 dy dy^2 e,= 731 in e,= '1.585 in 1 40.2 1616 10.3 372.49 M»x= 19688 in'|bs mr°= '4269 in'|bs 2 50.8 2500.6 19.3 372.49 YDirection X Direction 3 40.2 1616 14.2 201.64 V/'s= 768 |bs V1'2= 602 |bs 4 50.8 2580J5 14.2 201.64 yz.+= 792 |bs V3,4= 621 |bs 8]9].36 1I48.26 Wind: V,.z.s'^= 61 1bs Max V"'ANCHOR � 792 Ubs Seismic = 555 (ASD) Overturning/ Uplift: (Load applied toeach anchur/conncr) Seismic: Mm= 99114 lb -in Seisnnic,(JE Net Tension: T,* = -140 |bs M",,.,~ 124549 lb -in Seismic, PE T," = 823 |bs M"s.v = 43995 lb -in Seismic, DE Wind: M�~ 9367 lb -in Wind, 1.0VV Max T"ANCHOR* � 823 Ubs Seismic M,,,.,= 160639 lb -in Wind, 1.OVV = 86 (ASD) M�s,, = 56743 lb -in Wind, 1.OVV *Negative (') values indicate there isnonet uplift 0«iert. ED[SEAOl-Ph.3 JubA 30190072 By KRS 0mr 2/2019 Sheet * °°".N Isf" °"`""~=° vzoo spn*ao Copyright mzsvLMxConsulting snnmeeo. All Rights Reserved. Mechanical Unit Anchorage Based onthe 2U25International Building Code and ASCE7'20 DESIGN INPUT Seismic Parameters: 1.011 g Design Spectral Response Acceleration 2.0 Overstrength Factor [ASCE7 12.2-1 orl5.4-l] 2.5 [ASCE7 13.5'1 or13.6-1] 6.0 [ASCE7 13.5'1 or 13.6-11 1.00 [ASCE7 13.1.3] U fL Attachment height from base of structure 22 ft Average roof height of structure from base Wind Parameters: p°ono, = 5.0 psf Design Wind Pressure (psf), l.UYV PupuF-r = 0.0 psf Design Wind Pressure (psf), 1.OVV Mechanical Unit Parameters: VVo = 1,520 |bs X = 72.0 in Y = 35.0 in Z = 76.8 in Zc,m = 0.0 in X'Q = 36.0 in Y= = 17.5 in Z" = 50.7 in Total Weight Base Dimension (rnax) Base Dimension (min) Height nfUnit Height ofCurb, where occurs Center ufGravity Center of Gravity Center of Gravity (excluding curb) ANALYSIS Base Shear: (Load applied to all (4) mncho,s/cvmeratogemer) Seismic: 0.4orSo;W�/ z }' = '' 1+2-- = 256 |bs /' /7v//v 6/ Base Shear, DV"p= 922 |bs 5eismic,DE Wind: V"w = 190 |bs Wind, 1.OVV Anchor Shear: (Load applied toeach anchvr/comer) Seismic: Anchor: dx dx^2 dy dy^2 l 36 1290 17.5 306.I5 Z 38 1295 17.5 306.25 3 36 1296 17.5 306.25 4 36 1296 17.5 306.25 5184 Overturn i ng/ Uplift: (Load applied to each anchor/corner) Seismic: Mm= 46716 M==,= 38184 Me,x= 18561 Wind: Mm= 7220 M�,x = 49248 M==»= 23940 lb -in lb -in lb -in lb -in lb -in lb -in 5eismic,DE Seismic, QE Seismic, DE Wind, 1.DVV Wind, 1.UVV Wind, 1.OVV e, = 1.8 M,°= 1660 Y Direction V1.s= 242 V2.*= 242 Ycg CRAC^ UPS Room cG on 20 xCw ' PLAN VIEW SIDE VIEW Load Combinations: Seismic: (0.9`2SD5)D + DE (0-6-.14GD5)D + U.7DE !!:-l.6yo*I, = 2459 |bs >-0.3Sur/,Nr = 451 |bs Wind: O.gD+1.0N OK Controls VU,oxs � 922 Ubs Seismic 645 (ASD) Design Eccentricity = 5% in e, = 0.875 in'|bs M°° = 807 XDiruction |bs V1,2 = 242 |bs |bs V3.4 = 242 |bs in in-|bs Max Vu ^mC"qR� 242 kbs Seismic = 169 (ASD) Net Tension: T,~ = Sg |bs TV,* = 402 |bs Max T" omCvop* = 402 lbs Seismic � 59 (ASD) *Negative (') values indicate there is no net uplift �� 0 0&�l 0u� � �� N�0 �� ftid. EDCS@A01'Ph,3 bht 20190072 By. KRS Dote: 2/2019 DeelA ~ «°0,"*/°mo`ua%;o° v».00 ' svftwn,e cvn,muht zozsvLMxConsulting snemccr^ All Rights Reserved. Mechanical Unit Anchorage Design Based onthe J01SInternational Building Code and AS[E7-2O DESIGN INPUT Seismic Parameters: 1.011 g Design Spectral Response Acceleration 2.0 Overstrength Factor [ASCE7 1I.2'1 or1S.4-1] 2.5 [ASCE7 13.5-1 or 13.6-1] 6.0 [ASCE7 13.5-1 or13.6-1] 1.00 [ASCE713.13] 0 ft Attachment height from base ofstructure 32 ft Average roof height ofstructure from base Wind Parameters: pHoaIZ, = ropurr= 5.0 ps 0.0 psf Mechanical Unit Parameters: VVn ~ 3,574 |bs X = 144.0 in Y = 45.0 in Z = 94.0 in Zcurb � 30.0 in XCQ = 72.0 in Y= ~ 22.5 in Z,, = 62.7 in ANALYSIS Base Shear: Wind: Design Wind Pressure (psf), l.UVV Design Wind Pressure (psf), 1.OVV Total Weight Base Dimension (max) Base Dimension (min) Height ofUnit Height ofCurb, where occurs Center of Gravity Center of Gravity Center of Gravity (excluding curb) (Load applied to all (4) anchue/oornestogemer) O/4u,So,W� ' z` }�= ' l+2— ,. 8r//' ` h/ Base Shear, DV" = 2168 |bs Seismic, QE Vvw = 620 |bs Wind, 1.0VV Anchor Shear: (Load applied to each anchor/corner) Seismic: Anchor: dx dx^Z dy dy^2 1 72 5184 22.5 506.25 Z 72 5184 22.5 506.25 3 72 5184 22.5 506.25 4 72 5184 22.5 586.25 20736 2025 Overturning/ Uplift: (Load applied to each anchor/corner) Seismic: M,,t=2OO9OO M�,,,= 179563 Mm,^~ 56114 Wind: M,,t= 38440 M",,,.= 231595 lb -in lb -in lb -in lb -in lb -in lb -in Seismic, DE Seismic, DE Seismic, QE Wind, 1.0VV Wind, 1.0VV Wind, 1.0VV CRAC on Floor Stand YCq xCe ' PLAN VIEW cG Zcg SIDE VIEW Load Combinations: —^ Seismic: (0.9-.2SD5)D +QE (0.0-.14SDS)D + 07DE � 1.6Sn51rIWP = >03Sm/'w= Design Eccentricity = e, = 3.0 in M~x= 7805 in'|bs Y Direction Vz.s= 569 |bs Vz.^= 569 |bs 5781 |bs 1084 |bs Wind: O.QD + 1.OVV 0.6O + 0.6W OK Controls V" wxsc� 2160 Vbs Seismic = 1518 (ASD) 5 0/0 ev = MY-Y= X Direction V1'2= V`.^= 1.125 in 2439 in'lbs 569 |bo 569 |bs � 398 (ASD) Net Tension: T,*= 74 |bs T,*= 1609 |bs Max T" ANCHOR* = 1609 Ibis Seismic = 372 (ASD) *Negative (') values indicate there isnonet uplift www.hilti.us • Company: VLMK Specifier: KRS Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos, No.: Date: Profis Anchor 2.7.5 1 EDCSEA01 - Ph 3 20190072 2/14/2019 Specifier's comments: 1/2" Dia Inte or Equipment Anchors - Worst Case Loads 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.Ib] 'yr KWIK HUS-EZ (KH-EZ) 1/2 (3) hef,nt = 2,160 in., Nom = 3.000 in. Carbon Steel ESR-3027 2/1/2016 112/1/2017 Design method ACI 318-14 / Mech. - (Recommended plate thickness: not calculated) no profile cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2,3.5.3 (c)) 12* Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 2 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity NI / Pv [%] Status Tension Concrete Breakout Stren th 823 1315 63 / - OK Shear Pryout Strength 792 1889 - / 42 OK Loading N 13v r; Utilization DN,v [%] Status Combined tension and shear loads 0.626 0.419 5/3 70 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software, In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan 1.4 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: VLMK KRS Specifier's comments: 5/8" Dia Interior Equipment Anchors - Worst Case Loads Profis Anchor 2.7.5 Page: 1 Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 5/8 (3 1/4) V'Av Effective embedment depth: hetact = 2.390 in., hnon, = 3.250 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016 I 12/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 2 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 2 Proof I Utilization (Governing Cases) Design values [Ib] Utilization Loading Proof Load Capacity PN Pv [%] Status Tension Concrete Breakout Strength 838 1531 55 / - OK Shear Pryout Strength 592 2198 / 27 OK Loading 13N Utilization ONN [%] Status Combined tension and shear loads 0.547 0.269 5/3 48 OK 3 Warnings - Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG. FL-9494 Schaan Hai is a registered Trademark of Hilti AG. Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 Specifier's comments: 3/8" Dia Interior Equipment Anchors - RPP Unit 1 Input data * .e•* Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 3/8 (1 5/8) Effective embedment depth: hetact = 1.1 10 in., Nom = 1.625 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016112/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17,2,3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.Ib] 4.t Y- - E , X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: VLMK KRS 2 Proof I Utilization (Governing Cases) Profis Anchor 2.7.5 Page: 2 Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 Design values [lb] Utilization Loading Proof Load Capacity ON I Dv [%] Status Tension Pullout Strength 227 355 64 / - OK Shear Pryout Strength 36 696 - / 6 OK Loading Phi Ov Utilization liN,v [%] Status Combined tension and shear loads 0.640 0.052 5/3 49 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concem solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG. FL-9494 Schaan Hilli is a registered Trademark of Hilti AG. Schaan VVLMK Pr „:Etafko( ?1,-1.)„1;#: 10 tq 00Th Br ENGINEERING DESIGN Date. 2._/141 Sheer C-31 • . • • • $ .. ' k 3,1 . cot SCa0. (t.6 S Or • S USt &to, ekA)oe corm*, c,Ice,to.(5,4AcLo-v- eack gig.° }t9''i 16S" fetti' .•• • - - CO froir t . . s 4 • . 8 , : 1 V 8 y eSIA e. CO kl:r8 re. . , . . ', , •... - 1 , , . 4 - : • ,.. • • 1 ; : • 4 . 4 . . 1 . i : $ 4 . . 4 ; i . • , - , ------ : , i 1 i 1 1 • '' - '- - 1 i : -.. .....r. ' . ! . • 1 - - -- • • -7-- i ----- . . 1 . . • i• • • t t' • - • --- . .. • - ... ... 3 i• . t .. : i . • I , . . . t .. : : .: : •- - :.! 3 1 1 . 3 . . . i i • t • 3933 SW Kelly Avenue Partiond, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vInik.com ^ ��N�N�� ��� N��|0u� �� Project. EDCSE4Ol-Ph'3 *~*.Nt^RING ^ DES G" "3.00 ' Software cnnvrigmun1s vuMucunsumnn Engineers, All Rights Reserved. Mechanical Unit Anchorage Design Based on the 2015 International Building Code and ASCE 7-10 g Wind Parameters: PnovIZ, = 22.0 psf Mechanical Unit Parameters: VVp= 980 |bs X = 124.1 in Y = 55.5 in Z = 78.0 in Zc"rb = 0.0 in XCQ = 62.1 in Y= = 37.8 in Z'C1 = 70.0 in Design Spectral Response Acceleration OverstrengdhFactor [A5[E7 12.2'1or15.4-1] [ASCE7 13.5-1 or 13.6-1] [A5[E7 13.5'1 or 13.6'1] [AS[E7 1].1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure (psf), 1.OVV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (nmax) Base Dimension (min) Height of Unit Height of Curb, where occurs Center of Gravity Center ofGravity Center ofGravity (excluding curb) ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic' � }�= U.4ovSc*��' +2- ' z\ l " R/}, h/ Base Shear/ QV"s= 300 |bs Sesmhc,DE = 167 |bs Anchor Shear: (Load applied to each anchor/corner) Seismic: Anchor: dx dx^Z dy dy^2 1 62.863 3851.8 27.75 770.06 Z 62.063 3851.8 27.75 770.06 3 62.063 3851.8 27.75 770.06 4 62.063 3851.8 27.75 770.06 15407 3880.25 Overturn ing/Uplift: (Load applied *oeach anchor/cvmer) Seismic: Mt = 20997 lb -in Seismic, DE M=e., = 42831 lb -in Seismic, DE M"s»= 19151 lb -in Seisnnic,QE Wind: Mm = 57687 lb -in Wind, 1.OYV Mr,,', = 55242 lb -in Wind, 1.0VV Mre,.v = 24700 lb -in Wind, 1.OVV (24'an Condenser) Ycg «^m ' PLAN VIEW cm Zcg SIDE VIEW Load Combinations: _ Seismic: (0.9-.25DS)D + DE (0.6-.14SU5)D + OJDE !!�l.6So«I,Hr,= >_0.3Szo/'l"'= Wind: O.gD+ 1.OVV O,hD + O.GW 1600 |bs OK 300 |bs Controls V" oAsE� 1479 Ubm Wind � 087 (ASD) Design Eccentricity 596 e, = 3.1031 in e, = 1.3875 in M~,= 931 in'|bs M,'v= 416 in-|bs Y Direction X Direction V1.3= 79 |bs V1,2= 79 |bs V2,4= 70 |bs V,^= 79 |bs 370 |bs Wind = 222 (ASD) Net Tension: T,*= 273 |bs T,* = 560 |bs Max T,xmC*on* = 560 Xbs Wind � 321 (ASD) *Negative (') values indicate there isnvnet uplift Company; Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos, No.: 20190072 Date: 2/14/2019 Specifier's comments: 2-Fan Condenser Anchors 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 3/8 (2 1/2) Att Effective embedment depth: ho,au = 1.860 in„ hr = 2,500 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016 112/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 6,000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17,2,3.4.3 (d)) Shear load: yes (17,2.3,5.3 (c)) Geometry [in.] & Loading [Ib, in.Ib] 0 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROM Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: VLMK KRS 2 Proof I Utilization (Governing Cases) Loading Proof Tension Concrete Brea kout Strength Shear Pryout Strength Loading PN Profis Anchor 2.7.5 Page: 2 Project: EDCSEA01 - Ph 3 Sub -Project I Pas, No.: 20190072 Date: 2/14/2019 Design values [lb) Utilization Load Capacity 3N I (3v [%] Status 560 1051 54 / - OK 370 1509 - / 25 OK Pv S Utilization PN,v [%] Status Combined tension and shear loads 0.533 3 Warnings • Please consider all details and hints/warnings given in the detailed report! 0.245 5/3 45 OK Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software, In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan ^ �� � �&�k ��� �� ���mPN�� Project. EBCSEA0196.3 Jobt 20190072 op KRS Dow 2/2019 @eeok' `pvp^° vs.00 Software Copyright xo/svLwxConsulting Engineers. Al/ Rights Reserved. Mechanical Unit Anchorage Based onthe 2O15International Building Code and AS[E7-2D DESIGN INPUT Seismic Parameters: 5»s = 1.011 g Design Spectral Response Acceleration D = 1.0 Oveotrength Foctor[AS[E7 1I.2-1 nr1S.4-1] AP = 2.5 [AS[E7 13.5-1 nr13.6'1] RP = 6.0 [AS[E7 13.5'1or1].6-1] In = 1.00 [ASCE7 13.1.3] z = O ft Attachment height from base of structure h 22 ft Average roof height of structure from base Wind Parameters: PxonIZ. = 23.0 pyf Design Wind Pressure (psf), 1.UVV PUPLIFT= 22.0 psf Design Wind Pressure (psf), 1.OW Mechanical Unit Parameters: VV, = 94,400 |bs Total Weight X = 479.0 in Base Dimension (max) Y= 130.0 in Base Dimension (min) Z = 165.0 in Height nfUnit Zcurb = 0.0 in Height nfCurb, where occurs X,, = 239.5 in [enter of Gravity Y= = 65.0 in Center of Gravity Zw = 110.0 in [enter of Gravity (excluding curb) YCq 01 4 zww oa ZCg SIDE VIEW Load Combinations: _ Seismic: Wind: (O.Q`ZSDS)D + QE O.QD + 1.0VV (0.6-.14SDS)D + 0.7DE O.hO + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/comersmgemer) Seismic: O�4or upW F�= " 1+2— z= 15906 |bs 51.6S^x1, = 152701 |bs OK Base Shear, DV" = 28632 |bs Gesmic,DE Wind: V"w = 12075 |bs Wind, 1.OVV Anchor Shear: (Load applied ,oeach anchor/cnmer) Seismic: Design Eccentricity = 5q6 Anchor: dx dx^2 dy dy^2 e, = 11.975 in ev = 325 in 1 239.5 57360 65 4225 Mx', = 342862 in-|bs Mv.v = 93052 in'|bs 2 239.5 57360 65 4225 Y Direction X Direction 3 339.5 57360 55 4225 Vz.s = 7516 |bs V1'2 = 7516 |bs 4 239.5 57360 65 4225 Vz.^ = 7516 |bs V3,* = 7516 |bs 2294*1 16900 Wind: Vz.z.`.* = 3019 |bs Max V" «Nc*o^ = 7516 \bs Seismic = 5261 (A5D) Overturning/ Uplift: (Load applied u,each anchor/corner) Seismic: M,t = 3149467 lb -in Seismic, DE Net Tension: T,* = -13181 |bs Mre,., = 2E+07 lb -in Seismic, DE Tv* = '4355 |bs Mre,^=4E+O6 lb -in 5eismic,QE Wind: M,t = 996170 lb -in Wind, 1.0VV M"s., = 2E+07 lb -in Wind, 1.UVV M"s^v = 6E+06 lb -in Wind, 1.0VV Max T, ANCHOR* = -4355 Ubs Seismic = '2340 (ASD) *Negative (') values indicate there isnvnet uplift www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: VLMK KRS Specifier's comments: Generator Anchors Profis Anchor 2.7.5 Page: 1 Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.Ib] KWIK HUS-EZ (KH-EZ) 5/8 (3 1/4) hetac, = 2.390 in., hn„,T, = 3.250 in. Carbon Steel ESR-3027 2/1/2016 112/1/2017 Design method ACI 318-14 / Mech. - (Recommended plate thickness: not calculated) no profile cracked concrete, 2500, f,= 2500 psi; h = 6.000 in, hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17,2.3.5.3 (c)) AD Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan ^ m�� ����� Company: Specifier: Address: Phone |Fax: VLMK KIRS | 2 Proof I Utilization (Governing Cases) Loading Tension Shear Project: EDCSEA01 'Ph3 Sub -Project |Pos. No.: 20190072 Date: 2/14/2019 Design values [lb] Utilization Load Capacity PN/PV 11/111 Pryout Strength Loading Combined tension and shear loads -/- 2148 2198 '/98 {K PN Pv Utilization PN,V 1%] Status 3WarNiNgs ^ Please consider all details and hints/warnings given in the detailed report! ' Fastening meets the design criteria! 4ReMmark$; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with 0m technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. |nparticular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case bycarrying out manual updates via the HimWebui»o. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from oculpable breach ofduty hyyou. Input data and results must be checked for agreement with the existing condifions and for plausibility! VVLMK • ENGINEERING DESIGN Project: ?.,3 #:2mcicoli K12—S Date: / I ci Sheet 3933 SW Kelly Avenue Portland, OR 97239 felt 503.222.4453 fox: 503.248.9263 www.vImk.corn C-38 ^ ��� ���0�~ �� �����NN�� Project. E0CSEA01-Ph.3 Jobk 20190073 By K0S 0mw 5/2019 Sheet t ,~O'*,e~~s-ors=° vsoo' Software Copyright /o1svuwmConsulting Engineers. All Rights Reserved, Mechanical l Unit Anchorage Based nnthe 3U15International Building Code and AS[E7-20 DESIGN INPUT Seismic Parameters: 1,011 g 2.0 2.5 6.0 1.00 U ft 22 ft Wind Parameters: pnomz, = 22.0 psf Pvpurr= 22.0 psf Mechanical Unit Parameters: 7,381 114.0 72.0 110.0 0.0 57.0 36.0 73.3 |bs in in in in in in in Deign Spectral Response Acceleration Overstrength Factor [ASCE7 12.2'1 or 15.4-1] [ASCE7 13.5-1 or13.6-1] [ASCE7 13.5-1or13.6-11 [ASCE7 13.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure (psf), l.OVV Design Wind Pressure (psf), LOW Total Weight Base Dimension (nnax) Base Dimension (min) Height ofUnit Height ofCurb, where occurs Center of Gravity Center of Gravity Center of Gravity (excluding curb) ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: Wind: 0�ors.—W�/ � }�= '� 1+2— z " R�/l, ` 6/ Base Shear, DV,c= 4477 |bs V"w= 1916 |bs 5eismic,DE Wind, 1.OVV Anchor Shear: (Load applied meach anchor/comer) Seismic Anchor: dx dx^Z dy dy^2 1 57 3249 36 1296 J 57 3249 36 1296 3 57 3249 36 1296 4 57 3249 36 1296 12996 5184 Overturning/ Uplift: (Load applied to each anchor/corner) Seismic M.t = 328336 lb -in Mr,^,~ 293576 lb -in Mr,,,v= 185417 lb -in M,t = 105371 lb -in M==,= 378645 lb -in Mre,x= 239144 lb -in Wind: Seismic, QE Seismic, DE Seismic, DE Wind, 1,OVV Wind, 1.OVV Wind, 1.OVV Ycg 01 20 CG Zcg SIDE VIEW Load Combinations: _ Seismic: (0.9-.26DS)D + DE (0.6-.14SDS)D + 07[lE >_O.3Sur{, ' Design Eccentricity = e, = 2.85 in Mx~= 1I760 in'|bs YDirection V1,3= 1175 |bs V2,4= 1175 |bs Wind: 0.9D + LOW 0.6D + 0.6VV 11940 |bs UK 2239 |bs Controls 4477 Ubs Seismic 3134 (AGD) 50/0 ev = 1.8 in M°°= 8059 in-|bs X Direction V1,2= 1175 \bs V3^= 1175 |bs ManV" xmc*Op � 1175 Ubs Seismic ~ 823 (A5D) Net Tension: l,*= 152 |bs T,* = 992 |bs Max Tu, ANCHOR* � 992 Ubs Seismic = -48 (ASD) *Negative (') values indicate there isnonet uplift www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 5/28/2019 Specifier's comments: SSGA Anchors 1 Input data Anchor type and diameter: Kwik Bolt TZ - SS 304 3/4 (3 3/4) Effective embedment depth: heci = 3.750 in., hnerr, = 4.313 in. Material: AISI 304 Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2017 I 5/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fce = 2500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2,3.4.3 (d)) Shear load: yes (17.2.3,5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] SAFE Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan swww.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 2 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 5/28/2019 2 Proof I Utilization (Governing Cases Loading Tension Shear Loading Proof Design values [lb] Utilization Load Capacity 1 Pv [%] Status -/ - Concrete edge failure in direction y+ 784 4684 - / 17 OK PN ![3v i; Utilization 13N.v [%] Status Combined tension and shear loads 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan �� 0 ���|U�� �� ���q�NNn� *,i,,t. ECNCS6AOl'Ph.3 Jobt 20190072 By K0S f^G~. ~= -°sS�"~ vs.00' Software Copyright unavun*Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Based unthe 201SInternational Building Code and AS{]E7-2D DESIGN INPUT Seismic Parameters: SIDS = 1.011 g Design Spectral Response Acceleration D = 2.0 Overstrength Factor[ASCE7 13.2'1 or1S.4-1] AP = IS [A5CE7 13.5'1 or 13.6-1] Kn = 6.0 [A5CE7 13.5'1 or 13.6-1] Ip = 1.00 [ASCE7 13.1.3] z = O ft Attachment height from base of structure h 22 ft Average roof height of structure from base Wind Parameters: P*onIZ, = 22.0 psf Design Wind Pressure (psf), 1.UVV Mechanical Unit Parameters: VVp= 1,833 |bs X = 86.0 in Y = 42.5 in Z = 127.0 in Zcurb = 0.0 in Xw = 43.0 in ycq = 21.3 in ZCQ = 84.7 in Total Weight Base Dimension (max) Base Dimension (min) Height cfUnit Height nfCurb, where occurs Center ofGravity Center of Gravity Center of Gravity (excluding curb) Ycg ZCq VG SIDE VIEW Load Combinations: Seismic: Wind: (0.9`I6DS)D + DE 0.91D + 1.0VV (8.6-.14SDS)D + 0.7QE O.6O + 0.6VV ANALYSIS Base Shear: (Load applied toall (*)anchors/corners together) Seismic: O4uSu,N/, / z ` F�'� ' = 1+2— = 309 |bs 1.6Sxy7,W. = 3965 |bs OK R11 h/ >_ 0.3SDSI,wp r = 556 |bs Controls Base Shear, DV"c= 1112 |bs Seismic,DE Wind; V"w 1669 |bs Wind, 1.DVV V"'a^Ss � 1669 Ubs VVmd = 1001 (ASD) Anchor Shear: (Load applied toeach ancho,/come) Seismic: Design Eccentricity = 596 Anchor: dx dx°Z dy dy^Z e,= 2.15 in ev= 1.0625 in 1 43 1849 21.25 451.56 Mx-,= 2391 in'|bs M,.v= 1181 in-|bs 2 43 1849 21.25 451.56 YDinection XOinedion 3 43 1849 21.25 451.56 V1.3� 292 |bs V1'2= 292 |bs 4 43 1849 21.25 451.56 V2,4= 292 |bs Vs.^= 292 |bs 7396 1806.35 Wind: V/, 2.3.4 = 417 |bs Max Vu'»mCmoR 417 Kbs Wind = 250 (ASD) Overturning/ Uplift: (Load applied u,each anchor/comer) Seismic: Mot ~ 94141 lb -in Seisnmic,DE Net Tension: T,* = 343 |bs M=°,= SSODO lb -in Seismic,DE T,* = 974 |bs M"es.v ~ 27180 lb -in Seismic, DE Wind: Mot ~ 105959 lb -in VVind,1.0«V Max T".ANCHOR* = 974 Xbs Wind Mr,,.,= 70937 lb -in Wind, 1.0VV = 557 (ASD) Mre~v = 35056 lb -in Wind, 1.OVV *Negative (') values indicate there isnonet uplift vvvvvv.hilti.us Company: VLMK Specifier: KRS Address: Phone I Fax: E-Mail: Specifier's comments: UMCA Anchors Profis Anchor 2.7.5 Page: 1 Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 5/28/2019 1 Input data Anchor type and diameter: Kwik Bolt TZ - SS 304 3/4 (3 3/4) Effective embedment depth: hetact = 3.750 in., hnom = 4.313 in. Material: AISI 304 Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2017 I 5/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.Ib] SAFE Input data and results must be checked far agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www,hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: VLMK KRS Profis Anchor 2.7.5 Page; 2 Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 5/28/2019 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity t+N / pv [%] Status Tension Pullout Strength 974 3954 25 / - OK Shear Concrete edge failure in direction y+ 417 4684 - / 9 OK Loading PN fiv Utilization t3N,v [%] Status Combined tension and shear loads 0.246 0.089 5/3 12 OK 3 Warnings - Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website, Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan R-1 FOR CON39211, CON40221, CON41231 VERTIV. CONDENSERS 575V Option A* CABINET & ANCHOR DIMENSIONAL DATA 2 FAN (MCS056, MCM080, MCL110) DUAL CIRCUIT Anchor Plan c TOP OF G FAN GUARD , . Main,. . Full height leg supplied for ----ci . Electric each Lee -Temp or i•, i Box DSE Receiver required \ i End 13/16" 21mm Typ. 7" 178mm Typ. Note: 1. Liebert recommends a clearance of 36" (915mm) on each side for proper operation and component access. r 2i-, Cross bracing required for legs longer than 18" (457mm). Quantity varies per model & options selected. 3 For DSE models only, 6-1/2" (165mm) dimension is 9-1/4" (235mm) and Left Side of Unit 3 5/8" 93mm ) Typ. DETAIL A Typical All Legs J Lee -Temp or DSE Only Al) primary dimensions in tables are in inches (Secondary are in mm) 7/8„except where specified 4-8mm ) Typ. 1/2" (13mm) X 1" (25mm) Obround Typ. 575V Option Lee -Temp or DSE Receiver Entering Hot Gas and Leaving Liquid Piping ), 6 1/2" ; 165mm Ref. • Ref. 165mm Dual Circuit Only 15 1/4" 15 1/4" ( 387mm 387mm , Dual Circuit Only Front View (Lee -Temp Shown) LIEBERT MODEL NUMBER (LEG HEIGHT DIMENSIONS) MC S056 MC M080 18 (457) 36 (914) 48 (1219) 60 (1524) DIM "G" 31-5/8 (803) 49-5/8 (126 ) • /8 (1565) 73-518 (1870) DIM "H" 39-5/8 (1006) 57-5/8 (1464) 69-5/8 (1768) 81-518 (2073) MC L110 DIM "G" 35-7/8 (911) 53-718 ( ) 7/8 167 ) 77-7/8 (1978) DIM "H" 43-518 (1108) 61-5/8 (1565) 73-5/8 1870) 85-5/8 (2175) LIEBERT MODEL NUMBER A A* (575V ONLY) D J Lee -Temp or DSE Receivers Only K M C S056 94-7/8 (2411) 103-1/8(2619) P: (2245) 86-314 (2203) 42-1/2 (1079) 42-1/2 (1080) 40-7/8 (1038) 35-7/8 (910) M C M 080 105-1/4 (2674) 113-7/16 (2882) 96-1/16 (2440) 94-7/16 (2398) 46-5/16 (1177) 46 (1168) 44-3/8 (1127) 39-5116 (999) MCL110 124-1/8 (3152) 133-1/8 (3381) 112-1/8 (2848) 110-1/2 (2806) 54-3/8 (1381) 55-1/2 (1410) 53-7/8 (1368) 48-3/4 (1238) 15-1/4 (387mm) dimension is not applicable. DPN003437 Page :1 /1 REV : 4 REV DATE 12/16 FOR C0N29161 /30162, 31171132172, 33181 /34182, 35191 /36192 R-2 VERTIV. CONDENSERS 13/16" 21 mm . Typ. 7" 178mm Typ. CABINET & ANCHOR DIMENSIONAL DATA 575V —, Option Anchor Plan 3 5/8" 93mm ) Typ. 3 FAN (MCL165) C Full height Leg supplied for each Lee -Temp or DSE Receiver required 575V Option -wing Eyebolts Typ, (4) Places H -( TOP OF FAN GUARD G Entering Lee -Temp or DSE Receiver Hot Gas and Leaving Liquid Piping J Left Side of Unit Lee Temp or DSE Only Main Electric Box End 1 7/8" (48mm) Typ. 1/2" (13mm) X 1" (25mm) DETAIL A ObroundTyp. Typical All Legs Note: 1. Liebert recommends a clearance of 36` (915mm) on each side for proper operation and component access. 2',• Cross Bracing required for legs longer than 18" (457.2mm). quantity varies per model & options selected. 3 `.,For DSE models only, 6-1/2" (165mm) —dimension is 9-1/4" (235mm) and 15-1/4 (387mm) dimension is not applicable. K ........... 51 /4" 87mm Front View (Lee -Temp shown LIEBERT MODEL NUMBER LEG HEIGHT DIMENSIONS F '2 in. (mm) MCL165 18 (457) 36 (914) 48 (1219) 60 (1524) DIM "G" 35-7/8 (911) 53-7/8 (1368) 65-7/8 (1673) 77-7/8 (1978) DIM "H" 43-5/8 (1108) 61-5/8 (1565) 73-5/8 (1870) 85-5/8 (2175) Dimensions in. (mm LIEBERT MODEL NUMBER A A, (575V ONLY) B C D E J Lee -Temp or DSE Reciever K L M MCL165 180-1/4 (4578) 189-1/4 (4807) 73-7/16 (1866) 168-1/4 (4274) 110-1/2 (2806) 56-1/8 (1425) 54-3/8 (1381) 55-1/2 (1410) 53.7/8 (1368) 48-3/4 (1238) DPN003438 Page :1 /1 REV : 3 REV DATE : 12/16 R-3 CONDENSERS e 2.3 Condenser and option net weights —Medium condensers (continued) Mat Additions! Weight for Options, Ib (kg) Liebert Lee Temp 25) 100 (45) 110 (50) 220 (100) t iebert DSE Receiver DA050 44 (20) Liebert DSE Receiver DA080/085 — — 88(40) Liebert DSE Receiver DA125/150/165 — — 184 (83) Coated Coil 5 (2) 10 (5) 10 (5) 20 (S)) I 575V 52 (24) 63 (29) 63 (29) i 4) Seismic/Wind Bracing.18- in. legs 40 (18) 4 0 (18) 40 (18) 57 (26) Table 2.4 Condenser and option net weights —Large condensers 42,104101,mr Condenser Dry Weight, lb (kg) 18" Leg 36" Leg 48" Leg 60" Leg Additional Weight for Options, lb (kg) VIRPQRN,kia, triAgineF 1', '2 518 (235 549 (249) 31 766(347) 766(347) 798 (36'2) '798 (362) 829(376) 829(376) 1136(515) 1184 (537) 1230 (558) 1453 1501 (68 1547 (702) &4.ii02 OP" 40, 1453 (6,59) 1501 (681) 1547 (702) • • Liebert Lee -Temp 6C (27) '15 (52) 120 (54) ,., 175 (79) 215 (98) \2oeo9) . • Liebert DSE Receiver DA050 . 5 (20) 45(20) — Liebert DSE Receiver DA080/085 4(20) 90 (41) — 45(20) 9 (41) Liebert DSE Receiver DA125/150/165 — 94 3) 188 (85) 94 (43) 94. (43) 18 .5) Coated Coil 8 (4) 16(7 16(7) 24 (11) 32 (15) 32 (1 575V 79 (36) 90 (41) 90 (41) 132 (60) 134 (61) 134 (61) Seismic/Wind Bracing, 18in. legs 40 (18) 40 (18) 40 (18) ...41_— 57 (26) ..k.... 57 (26) 57 (26) Sum all highlighted Sum all highlighted weights in column weights in column for each 2 fan for each 3 fan condenser section. condenser section. Vertiv 1 Liebelt"' fVC"" I nsIaller/U ser Guide I 17 ‘40 VERTIV. Electric Box End of Unit For ERP16000, 17000, 18000, 19000 (ground mounted on exterior under 3 fan condensers). CABINET DIMENSIONAL DATA PRO50 - PR250 42" 1067mm Minimum Clearance Pump Access " Typical Both Sides 36" ......„ .., 36" L. „ i 914mm i i 914mm ) Minimum Minimum Clearance Clearance 21 3/8" 543mm ) ; 4 13/16 122mm " 36 15/16" ) 939mm 9 3/8" 238mm ; 1-3/8" Liquid from Condenser to PRO50-PR125 1-5/8" Liquid from Condenser to PR250 42 1/8" 1071mm ) cr System System Circuit 1 Circuit 2 Liquid In Liquid In System System Circuit 2 Circuit 1 Liquid Out *Liquid Out — 4 13/16" , ( 123mm : •;\ REAR VIEW 7/8" Liquid from PRO50-PR125 to indoor unit 1-3/8" Liquid from PR250 to indoor unit (PIPING END) 40 1/8" 1019mm B ISOMETRIC VIEW 36 3/16" 919mm 1 21 5/16" 541mm 0 7/16" Typical 8 Places (11 mm) for unit mounting DETAIL B 40 11/16" l 1033mm LEFT SIDE VIEW A 0 7/16" Typical 8 Places (11mm) for unit mounting 35 7/8" 911mm FRONT VIEW T 40" 1016mm 39 3/8" 1000mm Model 1 Circuits Unit Voltage, Hz Approximate Dry Weight lbs (kg) PRO50 1 208/230V, 460V 60Hz 217 (98) 380V, 575V 60Hz 242 (110) 415V 50Hz 217 (98) PRO85-125 and PR250 2 208/230V, 460V 60Hz 340 (154) 380V, 575V 60Hz 390 (177) 415V 50Hz 347 (157) 5/80 2 15/16" 16mm ) ; 74mm 12 15/16" 328mm i 22 15/16" 582mm ) 32 15/16' 836mm ) 35 7/8" 911mm SECTION A -A A R-4 DPN002326 Page :1 /1 REV : 8 REV DATE : 5/18 R•5 TOP Valk 36C )+ 46.6 6J_ 4 FRONT'VEW R''GHT SIDE VIEW PLAN VIEW REAR VIE'OUT COVERS M625 MOON 116415 E P09091 4069516; 11,99440E 41.61 BE 0*4E 5. 610 ' 316E 91196561E 0050 16 14 4E9•A1U1 P/N 666?9, GENERAL NOTES :. 609E 6 100.0006E 1:E AN0N0 5706 MOM, 11156 MCflMED 131E 56516141, 2 65 5166149 161 PIN PR 0.1. 29 02106690 OIL 1 1654 NISI EI 651, 66(1E61EP PCINER SIN065.. 76166 66( COIAPS 6NA6E 16646406(S 5CO;N13A. 4. 146116176 5 R 4009296< 1615 66.6461 51160003 4 rote. S 65561166511.5690,. EPAN^ 4 6649 MAR 16 WE 6. a EQ WIC WC BA 660/111 6 of (MT 516106110 q 64 16666 1116566', MO PEAK9MS4 MUD 6 @� EL6Gfl9 R ?7 0 6* We NOK COO 06I6616, AnCN W' 6E 9NP667i MIN 65161 66V44 6 6909656611GS. (PM$10 INE AN Y4314 FOX 914 56654'@5616116 A: M(?:Rnwla6 551,1461. 9 66494 (6,119646665 461W FELL 66E6 116164 01460616116 11 5,,l SC7B(E NC n[ 166 WY K. 6670110, 6(6 692MD 1(6 N 666(.16( 55616 Id6M3 90 110E9 RIM 140E 66664 q 6W16616E u;w.6MA( 1116G654. IR) WOG *10156 AYE IC) mow XMPN. MI (MT MORE 19 43/63 An) 9. ME 96156 6615411611451( 66656 Nf E961445. 6 61166 6010. uS 961566 464.64 BPI6W.M, T9 S6556 WOE 53167 MR 6693E 16665., (6°6E6 10 16 (MC 641.4 6.6669(0 MA' DO 166 E4 L11+'4 I{IE7wE WON WY6.6). TERMINATIONS 1. 4009666906291E1999100E 11N 4A0Mi4 (57466 1111) AY 446566 A 166 6640112966 44914694602 6061-16 MM 0661615 2906131 666961. 6 OM 4A1E91C 44461616 410' 9092.19 MN E001661 TN 91416661 C. 0. AD, CSP CWRM, 0. 56 106E9 5G1RIm61660F fiR (6 1660 19155, t Pb"661 MRE SNDNG 5941 6 45661066. (SEE 61P 576 5615 ' 2.14554 1116541 L30 NY RE RPM i666 66192E 51<45 A 1615 6419446.11GN 01646796 MAX COPPER 399111. EIECI1 iN 114112 6. 4115.11156616 C 001 MMNXW i MWOW I 111416456PNG0. 1E(1R 101614611401616(6 WIING 151 RAM ON 554114655 511I66. D. 514851166156656 141. 6 15655. 11 U711 66.65 3.11651151016166161111141644 641(46411$ <. 930660 l61 ARE P92 429 666666 66151960 165 u1 S0E 4109}. S. 11020N0 9611664 66446: 60R 4114'1 S1/S 146516616 M!15 6k1102109191E 4P9E9. 9(41 N66W 11 G1C1151£. '96 4611641441516 Mkt 5 OVEN 66190 IRMY6i9 95116 1564 5 NAt61MD, CABLING NOTE 1COG -1200 AMPS I, 6116566 MN( MORD I611441 (15911 ) 465 ON 6k 61466. (*191311( 6 1(40 BUS MKS 16 (5 (UN 119 29463E 469 NMRA 066161655141.WNM9D11N DF k19(4) V6-665146 CNN 16E4 (5'E 06 3' 901129. C MUP1&E'MRE (51066 SPNT 5 ma MP 110 AO (4) 91IK4 105 909IRK*. 66 (556650 5161151111661144 6E SUPP13/. 1551 (4) 646 14565.019 64MR166 6991 1165 6630 56111666656 (MR 10 CR916100 665.51165 6f4 P9101 4111161 PA'. N61441141 C;119&sj. 66 611401Nf3 56666 Ma 6 P61165 56 411 5416 NEGOli k 1915 666116645 ?, 650146 466 4# 142441116 54O96 AS ruums( ;121 VO - (00/A1 CABLING NOTES 1600-2000 AMPS 1. 51(6E01E6 911062 h(C46604 (SR 56(1 145 AN 96 14844 E6510 6 1W55SII6.A6(!)141PEP P146NG 46164CP941649E ;M 0991011619 SA LEI I/O -90 006 471/4 Cal (5g 6IE 9PO. D. 9/665P& OAK PC 6 66666657 606 LIP Six if) 6641416913 56106606 2. w66lk C6WER (faP Wh 64 99 ED. UP 10 61(6) 9O NAE WNB (69M 65116 1569 665111 *00*9 161110 C °'y7 M61M �6JM 664 1654666 69M UNM 56 RA„ N5140469 EMS). E. 61011 67: 690490E 966i 6 N60ND1U (P1 6'> IO 51 )1) 6Li6C4 NM PER 14164 4, (1A.60 J95 Afl P909993 SW AS PC(1DIG: (15 I/O- 71511544160 23 E R-6 NOTES 1, ALL DIMENSIONS ARE IN in [mm]. 2, MINIMUM CLEARANCE FOR PROPE REAR • 6" [150mm] SIDE • 6' [150mm[ (OUTSIDE CABINETS WHEN CABINETS ARE BOLTED TOGETHER SIDE BY SIDE) 3, PLACE OF CABINET IN FINAL POSITION AND ANCHOR TO FLOOR BEFORE ASSEMBLY, 4, TOP CABLE ENTRY MUST BE FROM OVERHEAD CABLE TRAY. 5. CONTROL AND POWER WIRING MUST BE RUN IN SEPARATE CONDUIT, 6. ALL WIRING IS TO BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES, 7, WEIGHT • 1380 LBS [626 Kg] DIMENSION 25,59"(W) x 23,62"(D) x 80,9"(H) (650mm x 600mm x 2055mm) BATTERY CABINET GREET NO. 1 OF 7 DRAWN BY: J. SHIPMAN ECN NO. DESIGNED BY: R, CAUDILL REF DWG APPROVED BY; R. CAUDILL OUTLINE DRAWING SAMSUNG BATTERY CABINET LIEBERT NX225-600, NXL, EXL, EXL S1, EXM 480V DWG NO. BPP14001 DATE WEST REV.) 0411312018 REVISION 1030 DEARBORN DR PA. BOX 291B3 COtI1MBOS,OH43il9 VERTIV. )-| .r` p,ppvaa Name: sdgpcnnnoX Salt Lake Quote Number: Q-585776 City 'pPo Quote Name: PP2 Quote Date: 11/02/2018 R-7 -- - yeq# Qty Product Description 1 1 Designation : MGB8A110 Product Details: 1-Square DCustom 3wbdSeries 2-QED-2Switchboard ---------------------------- 8quoreDCustom SwUdSeries 2 Designed and Tested inaccordance with: VLV91/NAT|ON4LELECTRIC CODE/NEMAPB'2 System Voltage '^8Oy/2r7vSph 4m6OHz SyatemAmpau|t'20UUA Source Description Single Main Bussing ' Silver Plated Copper Neutral Bus -1VV% Max Available Fault Current (RNS)'1OOk8 Enclosure ' Type 1 Accessibility: Front Only Equipment Nameplate vVhheGunfaoo/B|aok Letters, Adhesive (Field Installed) Exterior Paint Color ' ANSI u9 Ground Lug provided for each device Copper Ground Bus Communications System Options- MoUbvoR84h5 Wired Out Certified Test Report Required Seismic Qualified Dimensions 3 36"vVido Dimensions: 1ou,mrwx36rMax DXS15^H Incoming Requirements Suitable for Use AnService Entrance Entry Point: Left ofLineup, Through the Bottom Connection Type: Cable SPDwith Surge Rating 2*oxA oPoDry Contacts Includes Surge Counter Special: TAG #Cn'1038u2O' NEMA2HOLE LUG PADS vv/NEMASP Special: TAG #CR'163O42O' CUSTOM 8RNDBUS NEmAoHOLE 3p 1 '20nVAS/2V0OAT48OV100% Rated 1OVkAo Pole UL,Fixed Mounted Electronic Trip Circuit Breaker: Type RL Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Circuit Breaker MpgbunCommunications Wined Auxiliary Switch 1All B Form Padlock Attachment Energy Reduction Maintenance Switch Nameplate ' White Surface /Black Letters, Adhesive (Field Installed) Special: TAG #TAGwEB AUX.DEV|CE8 WIRED TOT.g. Feeders u'18OOA31OnnxT48OV100%Rated 10OkA3 Pole UL.Fixed Mounted Electronic Trip Circuit Breaker: Type RL Common Feeder Features: PRINTED: 11/2/20188w7Aw ^ ` Proposal Name: EugeConneXgult Lake Quote Number: Q-5n577G Quote Name: PP2 Quote Date: 11/02/2018 Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Circuit Breaker MudUuaCommunications Wired Auxiliary Switch 1A/1B'Form C Padlock Attachment Energy Reduction Maintenance Switch Nameplate -White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TxGWEB'AUX. DEVICES WIRED TOT3. Special: TAG #CR,103842O-CUSTOM GRmD BUS wswm2HOLE oP Special: TAG #CR,183842O-NEMA2HOLE LUG PADS VV/NEMA SP Product Description Designation : GSBD411V Product Details: 1-SqunrenCustom 3wbd-QED-2Switchboard Square DCustom 8wbd Designed and Tested inaccordance with: UL881/NAT|ONALELECTRIC CODBwEMApBa System Voltage 480Y277v3Ph4w6OHc 3pu,ca Description ' Main iaRemote System Ampacity'4UoUx Bussing ' Silver Plated Copper Neutral Bus '10O% Max Available Fault Current (RMS)'V5xA Enclosure - Type 1 Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) Exterior Paint Color ' ANSI 4e Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Special: TAG #5880^30'CPT FOR AuxRELAYS Dimensions 3 36rWide Oemion(s) 1 '42^V0dwSectiun(a) 4'48^Deep Enc|oovna(s) Dimensions: 15O.O0^vYX48^Max DX91�5^H Incoming Requirements uLDead Front Entry Point: Left m[Lineup, Through the Side Bottom, Connected mExisting 1cn45O7 SPQwith Surge Rating u*oxA 3poory Contacts Includes Surge Counter Devices Associated with Remote Main: u 1e00AO/1 6V0AT480V1O0%Rated U5kxa Pole VL,Fixed Mounted Electronic Trip Circuit Breaker. Type Rx Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Auxiliary Switch 1*/1s'Form o Padlock Attachment Energy Reduction Maintenance Switch SWITCHBOARDS *- Price Each PRINTED: 11oy201ee:47mw 1, Schneider Proposal Name. sdgeC"nneX Salt Lax* Quote Number: Q-5nsr7V City 'PPo Quote Name; PP2 Quote Date: 11/0212018 Special: TAG # CR-1638420 'NEMA2H0L LUG PADS NEMA SP Special: TAG #CR'183842O' CUSTOM GRND BUS wEmm2HOLE 8P Special: TAG #TAGWEB AUX.DEV|CES WIRED TOT.B. 0'1UOOA8/90VAT40OV1O0Y6Rated O5kA3Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type RK Ammeter Trip Unit, Long Time, Short Time, Instantaneous Auxiliary Switch 3A/313'Form C Kirk Key Interlock Special: TAG #59nO4SO RELAY FOR 4AUX CONTACTS 1'4DOOAF/40OOAT1UO%3Pole Stored Ene,gy, Fixed Mounted Circuit Breaker, ANSI: Type NW Power Trip Unit, Long Time, Short Time, Instantaneous Auxiliary SwitxheuBA'8B Qven'urnantTrip Switch 1A/18Form C Contact (SIDE) Kirk Key Interlock Contact Wear Indication 'Visual Energy Reduction Maintenance Switch Special: TAG #CR'163842O'NEM82nOL LUG PADS NEwASP Spaoie|�TAG #CR'183842O'CUSTOM 6RwD BUS NEw*2HOLE SP Special: TAG #TAGVYEB' AUX,DEV|CES WIRED T0T.B. Common Feeder Features: Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) �����^������������ ��n�on��oo������nn���� Swqi ��--'pro�v� �� ^�a_ � ��--'- - __—'_------Price Each Subtotal a 1 n Product Details: 1-SquanvnCustom Swhu-QED'oSwitchboard Square D DCwtvm8wbU Designed and Tested inaccordance with: UL8S1/NAT|0NALELECTRIC CODE/mEMAP8'2 System Voltage 'u8OY/2r7V3Ph4vVOVHz Source Description Main isRemote SyxtemAmpacity 4080A Bussing ' Silver Plated Copper Neutral Bus '1O0% Max Available Fault Current (RMG)'05xx Enclosure Type Accessibility: Front Only Equipment Nameplate vVhUoSurfaco/B|acm Letters, Adhesive (Field Installed) Exterior Paint Color ' ANSI 19 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Special: TAG #CR'1OJ842D' NENAzHOLE LUG PADS wswxSP Special: TAG #58OU43n CPT FOR AUxRELAYS Special: TAG #CR.1O384uO CUSTOM GRNDoU8 wswmzHOLE 8P Dimensions 2'42"Wide 3'3rWide Sootiun(s) o'^o^Deep Enclnsune(s) Dimensions: 192.0O^VxX48^Max D Xg,.5^H Approximate Weight: 0248.00|hv/2834.55xgs PRINTED: 11/2/20189:47AM ` Proposal wame:sugecnnneX Salt Lake Quote Number: Q-5U57rV City 'pPo Quote Name: PP2 Quote Date. 11/02/2018 . Incoming Requirements ULDead Front Entry Point: Left ofLineup, Through the Side Bottom, Connected mExisting 1234567 5pDwith Surge Rating z4Vw\ 5PDDry Contacts Includes Surge Counter Devices Associated with Remote Main: 1'4000AF/4O0OAT1V@%3Pole Stored Energy, Fixed Mounted Circuit Breaker, ANSI: Type NW Power Trip Uni|, Long Time, Short Time, Instantaneous OvercunentTrip Switch 1A/1BForm C Contact (SIDE) Auxiliary Switches *A-*B Kirk Key Interlock Contact Wear Indication Visual Energy Reduction Maintenance Switch Special: TAG #CR'1O38420' NEMA2HOLE LUG PADS wEMA Sp Speoia|�TAG #CR'103&^2O' CUSTOM GRND BUS wsmAuHOLE aP x 1ooOxS19ooAT4eov1unmRated nnkAaPole UL, Group Mounted Electronic Trip Circuit Breaker: Type RK Ammeter Trip Unit, Long Time, Short Time. Instantaneous Auxiliary Switch 3VaB'Form n Kirk Key Interlock Special: TAG #oB*643V RELAY FOR 4xUX CONTACTS 2'1600AS/1600AT480v100% Rated 85xA3 Pole uL.Fixed Mounted Electronic Trip Circuit Breaker: Type RK Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Auxiliary Switch 1A/1B'Form C Padlock Attachment Energy Reduction Maintenance Switch Special: TAG #CR'16S842V'NEMA2HOLE LUG PADS msm*Sp Special: TAG#CR'103m*zV'CUSTOM GRIND BUS wEwxzHOLE sP Common Feeder Features: Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TAmWEB'AUX. DEVICES WIRED ToTa. ' Seq# oty — 4 1 Designation : MosB*1110 Product Details: 1'SqvaneD Custom SwudSeries 2fQED2Switchboard ----- --- ------- SquareDCustom GwbdSeries 2 Designed and Tested inaccordance with: ULO91/NAT0mALELECTRIC CODE/wEM4p8'2 System Voltage 480v3Ph3w60* Source Description - Main is Remote Bussing - Silver Plated Copper Max Available Fault Current (Rms)'xnkA SWITCHBOARDS PRINTED: :1/2o0189:47Aw . __�������.� Proposal Name: E4gwCnomeuSalt Lau* Quote Number: Q-5osr76 Quote Name: PP2 Quote Date; 11/02/2018 R-11 Enclosure Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) NoHorizontal Bus Exterior Paint Color - ANSI 49 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Dimensions 1'42"Wide S*ctinn(s) 1'3rDeep Eod ) Dimensions: 42.UU^YYX»6^Max DXS1.5^H Approximate Weight: 1055.00|ba/478.55k0s Incoming Requirements ULDead Front Entry Point: Left of Lineup Through the Top Connection Type: Cable Special: TAG #CR-1O3D420' NEMA2HOLE LUG PADS NEMA8P Special: TAG #CR'163842O'CUSTOM GRNDBUS NEMA2HOLE SP ------------ Devices Associated with Remote Main: 3'80OAS0O0AJ48OVun%Rated 85kA3Pole UL,Group Mounted Electronic Trip Breaker:Circuit Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1-1OOUAS/SOOAT48Ov80Y6Rated 05kA3Pole uL.Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1/V1B-Form C Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TxGvvEB'AUX. DEVICES WIRED ToT,B. Seq#L_ Qty Product Description n 1 Designation: MDGBB1110 Product Details: 1 -Square D Custom Swbd Series 2-QED-2 Switchboard Designed and Tested in accordance with: PB-2 System 3W 60Hz Source Description ' Main ioRemote System Ampeuitv'18OUA Bussing ' Silver Plated Copper Max Available Fault Current (RMS)'85kA Eno|unvrn-Typo 1 Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) woHorizontal Bus SWITCHBOARDS Price Each: Subtotal pw|wTso: 11/2/20189:47mw Quote Number: Q-5V5776 Proposal Name: EdgeConnuX Salt Lake City 'ppu Quote Name: PP2 Exterior Paint Color ' ANSI 4B Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Dimensions 1'42~Wide Sechnn(s) 1 36"Deep Endoxure(s) Dimensions 42.00"VvX36" MaxDXg1,5"H Approximate Weight: 1055.00|bv/478.55kgw Incoming Requirements ULDead Front Entry Point: Left ofLineup Through the Top Connection Type: Cable Special: TAG #CF-103842U' mEMA2HOLE LUG PADS mEMASP Special: TAG #Cp-103842O' CUSTOM GRwDBUS NEMA2HOLE SP Devices Associated with Remote Main: 3'800A8000AT480V80% Rated O5kxsPole UL'Group Mounted Electronic Trip Circuit Breaker: Type PJ Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1'1O8OAS0OVAT48OV8oY6Rated G5w\3Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 14/1B'Form C Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TAGWE8'AUX. DEVICES WIRED TOT3, Product Description Designation 'Moaao111u Product Details: 1'Square D Custom Swbd Series 2-QED-2 Switchboard --- _________ SquamDCvstnm Swud Series Designed and Tested inaccordance with: UL8V1/NAT|ON4LELECTRIC CODE/mEmApB'2 System Voltage *80V3Ph3YV60H Source Description - Main is Remote Bussing - Silver Plated Copper Max Available Fault Current (RwS)'o5kA Enclosure ' Type 1 Accessibility: Front Only Equipment Nameplate vvhkoSvrfaca/B|acx Letters, Adhesive (Field Installed) NoHorizontal Bus Exterior Paint Color ' ANSI 48 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Quote Date: 11/02/2018 SWITCHBOARDS Price Each I subtotal PRINTED: 11u2120189:47mw 4. Schneider Proposal wumw Edg*CpnneX Salt Lake Quote Number: Q-585776 Quote Name: PP2 Quote Date: 11/02/2018 Dimensions 1'42^Wide Srction(o) 1'36" DaepEnclosvm(a) Dimensions: 42.O(7VYX38^Max DX91�5^H Incoming Requirements ULDead Front Entry Point: Left cVLineup Through the Top Connection Type: Cable Special: TAG #CR'16Je42O' NEMA2HOLE LUG PADS NEMASP Special: TAG #CF-183V*2O' CUSTOM GRNDBUS wEMA2HOLE SP Devices Associated with Remote Main: 3'8UVAS18oVxT48OV8U%Rated O5kA3Pole UL, Group Mounted Electronic Trip Circuit Breaker: Type PJ Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1'1DOOAS/SO8AT48OVoOY6Rated 65kA8Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type pJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1/V10 Form w -vVhite Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TAGWs8'AVX.DEVICES WIRED TOT.B. SWITCHBOARDS Seq# Oty �Product Description�� �� ��= �� ~��'Price Each Subtotal 7 1 111O Product Details: 1-Square DCustom GwUuSeries 2-QED-2Switchboard ----- ---- Square DCustom SwbUSeries 2 Designed and Tested i"accordance with: UL881/NAT|ONALELECTRIC CODE/NEMAP8'2 System Voltage '48VV3Ph3mOVHz Source Description ' Main isRemote System Amp*chy- 1500A Bussing ' Silver Plated Copper Max Available Fault Current (nMS)'65KA Enduovne-Type 1 Accessibility: Front Only Equipment Nameplate vvxueGunfame/B|apk Letters, Adhesive (Field Installed) wuHorizontal Bus Exterior Paint Color ANSI 49 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Dimensions 1'42^Wide Section(s) PRINTED: 11/2/20188:47mw ` ~ neider Proposal NameEdgeCnnnuX Salt Lake Quote Number: 0-58577$ City 'PP3 Quote Name: PP2 Quote Date: 11102/2018 R-14 Dimensions: *2.00VYX36" Max DX91.7H Approximate Weight: 1055.00|bs/*0.55kgs Incoming Requirements ULDead Front Entry Point: Left o/Lineup Through the Top Connection Type: Cable Special: TAG #CR'1638w2V'NENN2HOLE LUG PADS NEMASP Special: TAG #CR'163O42O'CUSTOM GRNnBUS NsM42HOLE SP DaviceaAssociated with Remote Main: 3'OOOAS/8V0AT48OV8O%Rated O5xA 3Rolo UL.Group Mounted Electronic Trip Circuit Breaker: Type PJ Ammeter Trip Unit. Long Time. Short Time. Instantaneous, Ground Fault ^'1OVOAS/9nuAT48Ov80%Rated 05k43Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1A/1B Form Nameplate White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TAGvVEB AUX. DEVICES WIRED TO'ce. SWITCHBOARDS PRINTED: 1112/20189:47Nw R-15 TOP INPUT PLATE TOP OUTPUT PLATE 13.8" [349mm] x 19,8" [503mm[ x 32.5" [826mm] 37.8" [959mm] TOP INPUT PLATE 19.8" [503mm] x 32.5"[826mm] TOP VIEW 79.0" [2007mm] 19.0" [483mm[ I. 30.0" [762mm] ► • 18.0° [457mm J I. 113 g fl FRONT VIEW u,I 20.3" [514mm[, 9.6" [243mm] 10.0" [254mm] • 10, BOTTOM INPUT PLATE 14.0" [356mm] x 36.0" [914mm] BOTTOM VIEW 8.2" [208mm] 12.0" [305mm] — 43. " [1098mm[ R GHT SIDE V J EW 22.0" [559mm) BOTTOM OUTPUT PLATE (SEE SHEET 3) NOTES 1. ALL DIMENSIONS ARE IN inches [mm]. 2. CLEARANCES FOR 100% RATED CBS REQUIRE 6 [152mm] OF CLEARANCE ON RIGHT SIDE, 4" [102mm] OF CLEARANCE IN REAR,18" [457mmj ABOVE UNIT FOR VENTILATION AND 36" [914mm] IN FRONT FOR SERVICE ACCESS. 3. CLEARANCES FOR 80% RATED CB'S REQUIRE 18" [457mm] ABOVE UNIT FOR VENTILATION AND 36" [914mm] IN FRONT FOR SERVICE ACCESS. 4, KEEP CABINET WITHIN 15 DEGREES OF VERTICAL. 5. ALL WIRING MUST BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. 6, UNIT BOTTOM IS STRUCTURALLY ADEQUATE FOR FORKLIFT HANDLING. 7. WIDTH DIMENSIONS INCLUDE SIDE PANELS. 8. INPUT WIRING IS THROUGH THE TOP OF THE TRANSFORMER SECTION OR THROUGH THE TOPIBOTTOM OF THE LEFT SIDE CABINET, 9. OUTPUT WIRING CAN EXIT THROUGH THE TOP OR BOTTOM OF THE DISTRIBUTION SECTION. 10. APPROXIMATE WEIGHT: SIDECAR • 300LBS [136kG] TRANSFORMER AND OUTPUT CABINET • 3420LBS [1551kG] TOTAL • 3720LBS [1687kG] 11. APPROXIMATE HEAT OUTPUT: 32,415 BTUIHR [9.5kW] PDUs SHEET NO. 1 OF 3 DRAWN 8Y: J. SHIPMAN ECN NO. DESIGNED BY: R. LEITER REF DWG. APPROVED BY: R, LEITER TITLE OUTL NE DRAWING 500kVA NARROW PROF LE DESIGN WITH 18"W SIDECAR LIEBERT PPG DWG, NO. PPC27099 DATE;IATEST REV.) 0910412018 REVISION 1050 DEARBORN DR P.O. BOX 2915E COLUMBUS, OH 43229 VERTIV uocumeni generated 3U Uctooer 1U3 S U5,UU NM (LS I ). R-16 SEE NOTE 5 A CLEARANCE OF 18" [457mm] IS RECOMMENDED ABOVE UNIT FOR COOLING AIR FLOW A CLEARANCE OF 36" [914mm] /- IS RECOMMENDED AT FRONT FOR SERVICE ACCESS 23.7" [603mm] FRONT VIEW 20° DOOR SWING SEE NOTE 13.5" [344mm[ OVERALL DEPTH INCLUDING BEZEL RIGHT S 120° DOORSWINNG `y93� 1 d 133 C 000001111000� 000000010,0000 00000000000001 0000�"���"„,$0 O0 0e 0 0 °$ BOTTOM VIEW 13.0" [330mm] 12.0' [305mm] DE VIEW E E c Ep N 0 Nl 3.9" [98mm] a :a a tl 4' ,1..1. L J ri a ai U 16.0" [406mm] REAR VIEW MOUNTING HOLES TO ATTACH TO WALL OR SUPPORTS NOTES 1. WEIGHT: 225 LBS (102 KG) 2. HEAT OUTPUT: 3,412 BTUIHR (1 KW) 3. UNIT CAN NOT BE FREE STANDING, IT MUST BE ATTACHED TO A WALL OR OTHER SUPPORT (HARDWARE SUPPLIED BY OTHERS). 4. UNITS CAN BE ATTACHED BACK-TO-BACK, SIDE -BY -SIDE (WILL REQUIRE ATTACHING TO A WALL OR OTHER SUPPORT) OR BACK-TO-BACK WITH UNITS ON ONE OR BOTH SIDES. HARDWARE IS INCLUDED WITH EACH UNIT. 5, SEE SUBMITTAL RX11001 FOR CONDUIT PLATE DETAIL. R E Ea E 0 N E 0 W 1.0" [24mm] 1.0' [24mm] FLOOR MOUNT I\IG y°�y��� r (� 22.1' [561 mmI 24,0" I610mm[ SHEET NO. 1 OF 1 DRAWN BY: K. STACY ECN NO. DESIGNS BY: R. LEITER REF DWG. APPROVED BY: R, LEITER TITLE OUTLINE DRAWING NO MONITORING DISPLAY LIEBERT RX DWG. NO. RX11000 DATE (LATEST REV I 611912017 RENSION ICBC DEARBORN DR P.C. BOX 29186 COLUMBUS, OH 43229 VERTIV R 17 TO PANEL 6,5" [165] POWER CONDUIT OPENING WIO PANEL 24.5" [622] X 15.5" [394] 1.1" [28] TO PANEL LOW VOLTAGE 1,3" [3 CONDUIT PLATE TO PANEL LOW VOLTAGE CONDUIT PLATE 2,8" [71] X 11,7" [297] Unit �N [g TOP VIEW 4,440 [bs, —31,6" [802 90.7" [2304] 59.1" [1502] nor 1' s " I-40.2" [1022]—I FRONT VIEW CENTER OF GRAVITY ,7" [856] 34,7" [881] NOTES: 1. ALL DIMENSIONS ARE IN inches III, ii 2, 24" (610) MINIMUM CLEARANCE ABOVE UNIT REQUIRED FOR AIR EXHAUST, V PSs AND 36` (914) FRONT ACCESS REQUIRED FOR SERVICE, 3, KEEP CABINET WITHIN 15 DEGREES OF VERTICAL, 4, TOP AND BOTTOM CABLE ENTRY AVAILABLE THROUGH REMOVABLE ACCESS PLATES, REMOVE, PUNCH TO SUIT CABLE ENTRY SIZE AND REPLACE 5, UNIT BOTTOM IS STRUCTURALLY ADEQUATE FOR FORKLIFT HANDLING. 6. CONTROL WIRING AND POWER WIRING MUST BE RUN IN SEPARATE CABLE ENTRY, 1, ALL WIRING IS TO BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES, 8, DEPTH DIMENSION INCLUDES FRONT DOOR AND REAR PANEL 9, WIDTH DIMENSIONS INCLUDE SIDE PANELS, 10. SEE TECHNICAL DATA DRAWING FOR SHIPPING WEIGHTS, 11, THE HEIGHT IS TO THE TOP OF THE FRAME, THE FANS RISE 1,5" ABOVE THE FRAME, POWER CONDUIT OPENING WIO PANEL 24,5" [622] X 15,5" [394] 33,7" [856] 2.4" [62] 29,8" [756] 1,5" [38] FRONT CENTER OF GRAVITY TYR FOR FRONT 36,8" [935] 19.3' [489] CENTER OF GRAVITY 76,8' [1950] SEE NOTE 12 T SIDE VIEW BOTTOM V LOW VOLTAGE CONDUIT PLATE 2,9" [74] X 10.9" [276] EW DRAWN BY V. CARMONA SHEET NO, 1 OF 1 CHK BY C. HELLER ECN NO, REF. DWG. ORDER NO, OUTLINE DRAWING 1+N MULTI -MODULE OR SMS 400kVA - 600kVA UPS LIEBERT NX DWG, NO, U38-6C-2001 DATE 3126115 REV, # 6 1050 DEARBCRN DRIVE P.O. BOX 29186 COLUMNS, NO 43229 VERTIV ILE NAME: I:AppllOhlo ApplMAE Subm-SldlNX dwgINX 225.60UkVA 480V(NFT)I(CIOulla SM5 MMU(1+N)IU3&6G2001.06.dwg R-18 SMALLER CRAC Table 4.2 Liebert DS downflow unit weights and shipping weights —Approximate (continued) Model Number DS077 DS105 Compressor Type Cooling Type Standard Scroll' Downflow Downflow Shipping Weig hts, ib (kg) Ar-c Doled 2020 (916) 2170(985) 2360 0071) Dual 0caa1 4 2200 :..2350,(1066)" 2546 (11r-i3' 'Digital-scro not available. Serni-hermet 2612 (1185) Dual Cool Air 2630 (1198) ViiateriGlyObi EP••275011250) 2792 (1267) r'1„2912 0321) 2812::.(1276): 2992 (1358) 3112 (1412) - 'Standard Strolri!I''' • GLYCOOLIDual Cool Water 2930 (1332) 3092 (1403) 3'292 (1494) 2660 (120 1) 3103 (11,08) 3,323 (1508) Dual Cool Air 3015 (136:8) 3463 (1571) 3683 (1671) Serni-herm et iC Air-cooled 2780 (1261) 3223 (1462) 3443 (1562) Water/Glycol GLY,C001,/iDual Cool Water 3135 (142'2) 3 733(1626) 3803 (1726..V 3150 (1429) 3593 (163n) 3813 (1730) .30.06 t_1590) 3053 (1794) 4173 (1893) Table 4. Model Number I VS035-042 iebert DS upfiow unit weights and shipping Compressor Type Scroll or Digital -scroll eights—Approxi a e Upflow Upflow Shipping -Weights, Ib Okrg) w/Forward-curved Bknvers Forward - EC Fan Unit Weig , Curved Domestic, lb Export, lb (kg) Cooling TYPe lb Unit Weight, lb (kg) (kg) (kg) Air-cooled 77 6 . ‘ir 1370 (621) 1520 (689) 1658 (753) 1828 (830) 77 1820 ('-'.k89)• 1808(821) 1978 (898) \Mater/Glycol 1680 (762) 1830 (830) 1968 (893) 2138 (970) 9714yQ00LIDual'co5t •'• 18. ,3(i)i(B.10)i$iii. 1980 (898) VS053 Scrol! or Digital -scroll Air-cooled 1900 (862) 2070 (939) 2220 (1007) 2410 (1094) Dual Cool Air 2080 (9,t,,,3)• 2250 (1021)77 E24,00 (1089) '2590 (1125): Wattr/Glycol 2200 (998) 2370 (1075) 2532 (1149) 2732 (1240) • 2380.97080) 2550 (1157) ", 2712 (1231) 2912 (1321) 44 WAR, Liebertii' 7S System Design Catelog Nil lir- i I UUU, GGUUU, G.3UUU R-18 VERTIV 35' 88 SMALLER CRAC CABINET DIMENSIONAL DATA UPFLOW 35-105kW (10-30 TONS) MODELS W/ EC FANS Alternate Refrigeration or Condenser Fluid Piping Entrance t i 33" r 838mm ` mm e,e.e,e,e,a ti OA . • „ — AMR , 1 .>. _ Condenser cleanou access High Vott connection(s) — 31/4" 83mm Typ. 76" _ 13/4" 44mm 193 m; T- ) 2" 51mm' FRONT VIEW B Note: 1. Front air return unit shown. For rear return unit, in addition to front service area shown, also include 25" (635mm) on one side of unit for access to rear return filter box. See DPN003974. 2. EC tans plenum is not shown, EC fans and plenum shipped separately, See DPN003458, DPN003453, & DPN003459 for unit dimensions with EC fans plenum mounted. 3. All notes. references, and dimensions not included in table are typical on all Upflow EC Fan units. 5/16" ;8mm. Bezel 35-42kW (10-12 Ton 53-77kW (15-22 Tons) Space required for EC Fan Plenum (shipped separately) dependent on height of plenum ordered (all views). Required for Condenser cleanout on Water/Glycol & GLYCOOLTM models only (all views). 24" 610mm Shaded area indicates a recommended minimum clearance be provided for component access. Clearance required from floor to top of unit and plenum (all views). 105kW (30Tons Model Number Compressor Type Cooling Type A in. (mm) B in. (mm) 35kW 42kW Scroll or Digital Scroll AirCooled/Air Cooled w/Dual Cool 73 (1854) 72 (1829) Water/GlycoVGLYCOOLTM/Dual Cool 86 (2184) 85 (2159) 97 (2464) 53kW 70kW Scroll or Digital Scroll AirCooled/Air Cooled w/Dual Cool 98 (2489) Water/GlycoVGLYC00LTm/Dual Cool 109 (2769) 108 (2743) 77kW Scroll AirCooled/Air Cooled w/Dual Cool 98 (2489) 97 (2464) Water/GI co11GLYC00LTm/Dual Cool 109 (2769) 108 (2743) Semi hermetic AirCooled/Air Cooled w/Dual Cool Water/GlycoVGLYC00LT""/Dual Cool 105kW Scroll AirCooled/Air Cooled w/Dual Cool 132 (3353) 131 (3327) Water/Glycol/GLYCOOLTM'/Dual Cool Semi hermetic AirCooled/Air Cooled w/Dual Cool Water/Glycol/GLYCOOLTm/Dual Cool f DPN003681 Page :1 /1 REV : 3 REV DATE : 5/17 -4‘4 VERTIV. 2 5/8" t 67mm 7" 1...; 178mm ) 3 3/8" ...„, 86mm . 4 47" t 1194m 45" For CRA16000, 17000, 18000, 19000 (on 30" floorstands see next page) R-18 LARGER CRAC DOWNFLOW AIR COOLED DA125, DA15O & DA165 MODELS it- Secondary Refrigerant / Piping Entrance 19" 483mm t 1143mm L 18" t 457mm 76" t 1930mm Base Unit 117 11/16" t 2989mm Opening - Filter Plenum Shipped separately Filters are removed thru front of plenum 42" 1067mm Opening L 1 3/16" 511 6" _I 29mm Top View (8mm t Handle Bezel 144" 3658mm 142" 3607mm Front View 48" 1219mm Striated area indicates the recommended minmum clearance to be provided for component access. Shaded area indicates the required minimum clearance below the unit to lower the fans into the floor.Fans may also remain in their shipped position if desired. 94" t 2388mm t Total Height 1" t 25mm Typ. Model No. Approximate Dry Weight lb(kg) DA125 3465 (1572) DA150/DA165 3574 (1621) Notes: /11 7" for DA125, 4" for DA150 & DA165. 1" 25mm Typ. 45" : 1143mm ; Plenum 4" t 10 45" 1143m t 47' 1194mm t DPN003175 Page :1 /1 REV : 5 REV DATE : 5/18 R-18 y 4 VERTIV. LIEBERT DSE 43 11( Cente Typ. ( LARGER CRAC FLOORSTAND DIMENSIONAL DATA DOWNFLOW AIR COOLED DA125, DA154 & DA165 MODELS 3569mm ,— Piping Access Area Center of Feet 1/2" 15mm' r of Feet 1) Places 36" ' 914mm % Center of Feet c 1" i 25mm Typ, 4418mm ? Center of Feet 1111 118 1/2" 591 /4" 1505mm 1 Center of Feet 3010mm ) Center of Feet 120 3/4" 7/8" 23mm TYP. 142" 3607mm Center of Feet N P. 143 1/2 " 3645mm Overall Length 645m Notes: 1. This floorstand should be used when EC fans are intended to be lowered under a raised floor. 24-48" floorstands allow fan to be lowered under the raised floor. 2. All paneled sides of unit overhang floorstand 1" (25mm), 3. The floorstand used with EC units is not symmetrical and proper orientation required for lowering the blowers. Unless the floor stand is installed in the correct position, the blowers will not lower into the floorstand. / 4 `, Jack and jack support are shipped loose and are intended to be placed into position under each fan and utilized to lower or raise that fan as needed individually. Leveling feet are provided with ±1-1/2" (38mm) adjustment from nominal height "A". 6: -a Applies to 36", 42", & 48" Floorstands. Floorstands can only be used with downflow units with front or rear discharge. A 164 Height in. (mm) 7(178),, 18 (457).4\ 24 (610) 30 (762) 36 (914) 42 (1067) 48 (1219) Fans may be lowered into 18" floor, however this application does not allow for the use of a factory provided floor jack. Other methods of raising/lowering fans must be employed for raised floors less than 24". 45" 1143mm ) 461 /2" 1181mm At each end 47" t1194mmi Overall Depth DPN003177 Page :1 /1 REV: 6 REV DATE : 1/17 RAO AIR INTAKE- 479 55 CC:1:X 5=1 FLF INTAKE/ /2242525234E tI 2 I 2 I 2 I 124 '1111 • 12 22 2 I 2 2 g (9: NOTES GENERATORS 1 02 N 00E1 ENCLOSURE 2 L L-1412 :201.34E147k. ',51ERASE FUEL TANK REVISIONS YIE ve4,424.ft 1,4 A RC...411016,1N lem,nongl I R224020 AELNIAntil 4,00.4241E1 11111 A 12ELERE424022442QPROG4234 224a2142 412224f442022240,44244244 2224444242422 4022 24242,V4.242222444 22444104221222221424.14,44222224 j22( , 241Z2019 SHEET 1 2 REV DESCRIPTION BY BATE -7- 127.3C [3233] 3.90 !893J + + + + r, +',< + 4, d i +,,+ 4 � `'J r, i ••J 1 +;^,+ ail 4'� ••J + + 4' �J 30 00 36!00 36t00 36+..00_1 — r91 Al "- fo l ' J SEE DRAWING —5 FOR RtSTAElAT10N—FOUNDATION REQUIREMENTS J Ia 7J R-20 SSGA0100 DUAL DIMENSIONS:' MIWMETENCHESRS JOB NAME: EdgaCoor9/1 Sete. EDCSEA01 DH3, PP2 [ 0) 103 LOCATION: EQUIPMENT DESIGNATION: SSG4Ql2O EQUIPMENT T`PE: MASTER0L30 SWITCHGEAR DRAWN BY: (02C) DRAWING TYPE: TOP 01EVFLOQR PA ENGR: DATE: April 30 2019 SQUARE DRAWING STATUS: QUOTE oW30 EQ-912824-23168618-02 I PS 1 OFT I REP — REV DESCRIPTION BY DAZE GENERAL NOTES: POWER SYSTEM DATA; 26400V 3Ph 36 6011z, 3 Phase Wye, 3 Wire, Solidly Grounded 125 kV 91L, 60 HERTZ FREQUENCY BUS SYSTEM DATA 1200 AMPERES, SILVER PLATED COPPER, EPDXY INSULATED MAIN BUS BRACED FOR 40KA RMS SYMMETRICAL. GLASS POLYESTER STAND-OFF INSULATORS EPDXY BETWEEN SECTION BUS BARRIER BREAKER BUSHINGS IN CELL ARE DURESKA BARE COPPER GROUND BUS ENCLOSURE DATA; TYPE 3R OUTDOOR, NON WALK-IN CONSTRUCTION ALTITUDE ABOVE SEA LEVEL BETWEEN: 0 - 3299 It / 0 - 1005 m ANSI #61 FINISH, PROCEDURES: ZINC PHOSPHATE WITH NON -CHROMIC SEAL, RUST INHIBITED TREATMENT WITH BAKED POLYESTER COATING, REAR ACCESS 9Y PADLOCKABLE TYPE 3R DOOR WHITE INTERIOR LOW VOLTAGE PANELS HANDIJNG., SNITCHGEAR SHIPPING SECTIONS ARE FURNISHED WITH FOUR LIFTING LUGS. A CRANE SHALL BE USED WITH A SLING AND A SPREADER BAR. SWITCHGEAR-WFJGHT WITH _BREAKERS IN5tALE L Slit 1200A, 625 LBS 263KG CODE STANDARDS: ANSI, NEMA, UL SEISMIC OUALIAED, PRODUCT INFORMATION: WIRING; CONTROL WIRING IS # 14 AWG, TYPE SIS CURRENT CIRCUIT WIRING IS # 12 AWG, TYPE SIS WIRES SHALL BE LABELED WITH DESTINATION MARKING (DESTINATION -ORIGIN) TERMINATIONS' INSULATED RING TYPE LUGS SHALL BE USED (WHERE APPLICABLE) ON ALL LOW VOLTAGE SCREW/STUD TERMINALS, TERMINAL BLOCKS ARE COMPRESSION SOLOERLESS BOX LUGS (TYPE GR6), COMPRESSION BOX LUGS (TYPE GR6) TERMINAL BLOCKS FOR ALL COMMUNICATIONS TERMINATIONS WHEN REQUIRED. BREAKER SPECIFICATION; BREWER TYPE IS SERIES 5 - VACUUM BREAKER RATING: 27,0kV/40kA ANSI C37.09 (STD BKR) CLOSE CONTROL POWER IS 120VAC BY CUSTOMER TRIP CONTROL POWER IS 170VDC BY CIU M0C & IOC RELAY REQUIREMENTS; RELAYS FURNISHED WITH RS-485 AND M00BUS PROTOCOL OPTIONS/ACCESSORIES: ETHERNET GATEWAY WITH 10/100BASE TX R1-45 TWISTED PAIR PORT ALL M0D9US DEVICES PRE -WIRED AND PRE -TESTED AT THE FACTORY TO THE GATEWAY TRACEABILITY LABEL REQUIRED SHORTING TERMINAL BLOCKS FOR ALL CT CIRCUITS STRIP HEATERS WITH THERMOSTAT, AMMETER AND BREAKER. HUMIOISTAT FOR HUMIDITY CONTROL DUPLEX RECEPTACLE LIGHT & SWITCH BREAKER LIFT TRUCK (Continued an next page.) R-21 SSGA0100 JOB NAME: EdeCanneN Se6Nle EDCSEA01 DH3, PP2 (NV) EQUIPMENT DESIGNATION: SSGAOINB JOB LOCATION: EQUIPMENT TYPE: MASTERCLAO SWITCHGE6R DRAWN BY: (020) ENGR: DRAWING TYPE: ; GENERAL NOTES DATE: POI 30 2019 DRAWING STATUS: QUOTE SQUARE: widow Iwo. DwGA F0-922824-23168648-03 J PG I Or 2 J REv - t REV DESCRIPTION DATE .70 [18] 8.00 [203] 1.00 [25)- DOOR 11390 112,38 [2893] [2854] FRAME BASE 1.70 [43] 8.00 [203] 82 1.00] [21]- [25] DOOR 20.00 [508] 72.00 [1629] FRONT PAD EKTENSION ///i. FLOOR PLAN 36.00 [914] REAR AISLE FOR DOOR SWING 3,10 [79] [356] POWER CABLE CONDUIT LOCATION 00 [229] 2.50 [54] CONTROL CONDUIT AREA 7.50 [191] FOR TIE AND 36.00/[914] METERING SECTION STALLATION-FOUNDATION REQUIREMENTS R-22 SSGA0100 LIFT TRUCK IS REQUIRED, 72.00/[18291 FRONT PAD EXTENSION REQUIRED. THE 58708GEAR MUST BE INSTALLED ON A FIAT, [NEL SURFACE. SQUARE D RECOMMENDS INSTALLING THE SWITCHGEAR ON A CONCRETE PAD LEVELED TO 1/8 [3] IN ,ANY SQUARE YARD. THE CONCRETE PAD SHOULD EXTEND 72.00/[1829]. IN FRONT OF THE SWITCH FOR MOVEMENT 0f THE BREAKER LIFT TRUCK. THE REAR Of THE PAD SHOULD EXTEND A MINIMUM OF 12.00/[309]. TO ALLORS SPACE FOR THE ANCHOR BOLTS, A MINIMUM OF 36.00/[914] IS NECESSARY ON THE RIGHT END FACING THE FRONT Of THE LINE-UP. THIS SPACE IS NECESSARY FOR DOOR CLEARANCE WHEN REMOVING THE CIRCUIT BREAKERS. RECOMMENDED BASE CHANNEL MOUNTING 1[2.50] LOCATION DE [64] ANCHOR BOLTS 3/4 [19] ANCHOR BOLTS BY CUSTOMER CONCRETE CUT AWAY VIEW OF THE 12.00/[1829] PAC EXTENSION DUAL DIMENSIONS: INCHES MILLIMETERS Jog NAME: EdpeCoOoeX Se01lle EDCSEA01 DN3, PP2 (MV) J04 LOCATION: EQUIPMENT DESCNATION: SSG40100 EQUIPMENT TYPE: MAS7ERCIA2 SWITCHGFAR Raw RY: (02C1 DRAWING TYPE: DETAIL VIEW ENGR: DATE: April 30 2019 DRAWING STATUS: QUOTE S0UARE IYlIk WMi owc5 F5-922824-23766648-51 [ Pc 1 of 1 1 REV - REV DESCRIPTION BY DATE Incoming Section Utility — Hot Sequence Feeder HIGH WAGE 1 SECT 1 48.00 SECT 2 60,00 SECT 3 48.00 [1219] 48.00 [1524: 60,00 [1219] 48.00 [1219] [1524] 156.00 [1219] 3962.40 127.00 [3226] R-23 UMCA0100 DUAL DIMENSIONS: INCHES COBS JOB NAME: EdgeCosrle9 Seattle EOCSEA01 093, PP2 (60) ECURENT DESIGNATION: SSCA0100 OUT( SEC110N JOB LOCATION: EQUIPMENT TYPE: 66141 ENCLOSED SWITCHGEAR DRAWN BY: (02C) DRAWING PPE: ELEVATION ENGR: WE: April 30 2019 DRAWING STATUS:000TE ARE 0 ywwnaw. o o FQ-922821-23168664-01 ] PG 1 of 1 I LEV — REV DESCRIPTION BY DATE -l- 90.00 [2286] 86.00 [2184] 2.00 [51] (ROOF OVERHANG FRONT & REAR) 76.00 [1930] 86.00 [2184] 40.00x10,00 [1016] [254] 2.75 [70] 40,00x10.00 [1016] [254] 5.00 [127]— (4) 1.00/[25] MTG HOLES 48.00 [1219] 60,00 [1524] 48.00 [1219] R-24 UMCA0100 DUAL 01LXENSIONS: INCHES B9WB808RS JOB NAuo: EdgeCoBDeX Seattle EDCSEA01 OHS, PP2 (XN) JOB LOCATION: EOUIPNENT DE5GNATION: SSCA0100 UTILITY SECTION EOUIPNENT TYPE: METAL ENCLOSED SWRCHGEAR DRAWN SY: (02C) ENGR; DATE: April SO 2019 DRAWING STATUS' 0U0 DRAWING TYPE: TOP VIERIFLOOR PLAN S0UARE tyldiNNICWN DWG9 FO-922824-23168664-02 I PC 1 DF 1 f REV - 0 REV DESCRIPTION BY DATE GENERAL NOTES: PRODUCT DESCRIPTION AND RATINGS; POWER SYSTEM DATA: 26400 VOLTS, 3 PHASE, 3 WIRE WYE SOLIDLY GROUNDED 29.0 kV MAXIMUM VOLTAGE RATING 125 kV BIL, 60 HERTZ FREQUENCY AC CONTROL POWER USER/CUSTOMER SUPPLIED BUS SY5TEM1 DATA 1200A COPPER, SILVER PLATED MAIN BUS PORCELAIN BUS SUPPORTS SILVER PLATED COPPER GROUND BUS 28 kA Asym (11.5 kA Syrn) MAIN BUS BRACING TYPE 3R OUTDOOR NON-WALKIN CONSTRUCTION CATEGORY 'A" ENCLOSURE ANSI #61 FINISH FRONT TYPE 3R REMOVED FOR CLARITY FRONT AND REAR ACCESS IS AVAILABLE PADLOCK PROVISIONS HANDLING; SWITCHGFAR SECTIONS ARE FURNISHED WITH LIFTING ANGLES AND ARE SHIPPED ON SKIDS. ROLLERS OR FORKLIFT SHALL ONLY BE USED WITH SKID IN PLACE. UNEUP WEIGHT 3858D0 LES/175.3.62 I(G PRODUCT INFORMATION: CON€R0L WIRING: #14 440, 086 SI5 CONTROL WIRING, UNLESS OTHERWISE SPECIFIED #12 AG, SYP SIS CURRENT CIRCUIT WIRING #12 ?' , TYPE SS HEATER CONTROL WIRING WIRE LABELING: WIRES SHALL BE LABELED WITH DESTINATION MARKING (DESTINATION -ORIGIN). TERMINATIONS. LOW VOLTAGE WIRE TERMINATIONS (WHERE REQUIRED) SHALL BE UNINSULATED RING 10PE LUGS (STYLE 25009-XXXXX). TERMINAL BLOCKS ARE COMPRESSION SOLDERLESS BOX LUG (TYPE 9080 GR6), FUSE BLOCK (9060GF6). tul.glNJNJ#1A MANUAL HVL INST. MANUAL OPTIONS/ACCESSORIES, UST OF RISC, ACCESSORIES; STRIP HEATERS THERMOSTAT HUMIDISTAT WHITE SECTION ID NAMEPLATES 1 SET OF CERTIFIED TEST REPORTS 2a/24 AUXILIARY CONTACTS WIRED OUT TO CUSTOMER TERMINAL BLOCK IN Section 3 UST OF MISC. STRUCTURE OPMIONI, TOUCH—UP PAINT POWER FLOW ENGRAVED NAMEIA1E MIMIC BUS REAR DOORS - SEE TOP VIEW 4.0" BASE CHANNEL UNDERCOAT ROOF GASKETING TAMPER PROOF HARDWARE LIST OF MISC, GENERAL OPTIONS; SPECIAL FEATURES -(OVERALL QIMENSIONS ARE SUBJECT TO CHANGE,I (Continued on next page.) -l- UMCA0100 R-25 JOB NAME: EdgeConneX Seatlle EDCSEA01 DH3, PP2 (0') JOB LOCATION: EQUIPMENT DESIGN4108: SSGA0100 UNU066 SECOON EQUIPMENT TYPE: METAL ENCLOSED S6XTCHGEAR DRAWN BY: (02C) DRAWING TY,E: GENERAL NOTES ENGR: DATE: April 30 2019 SQUARED tel DRAWING STATUS: QUOTE Dwc4 F0-922824-23166664-03 IPS1 OF2.REV - Indemnification and Hold Harmless and Permit Temporary in Nature Reference Num ber(s) of Related Document(s): D19-0192 Grantor: BURR COMPUTER ENVIRONMENTS, a corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along S 116th St and adjacent to 3425 S 116th St. Abbreviated Work Description: Work within the City Right -of -Way to for installation of SCL conduits. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individual(s) have caused this instrument to be executed this _lst day of July, 2020 STATE OF TEXAS) )ss. COUNTY OF HARRIS Grantor / Authorized Signature I certify I know or have satisfactory evidence that Charles E Beaver III is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the President of Burr Computer Environments, Inc. , to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. fteft v Dated_7/1/2020 ,'.�:..." ' JESSIE SPRABERRY .r My Notary ID # 125=24960 *AO Expires June 11, 2021 *Atotary P r the State of Texas residing at i IC )� 1SlJ�1) Tr (O My appointment expires d U f ei (1 i 2 021 DATED this day of •aui y , 2020 GRANTEE: CITY of TU LA By: Print Name: Its: 4 Henry Hash Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING On this day, before me personally appeared HENRY HASH to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. I liwANNS,V6 a_C Name: ttiler(c NOTARY PUBLIC, in and for the State of L t Washington, residing at My commission expires: os /act laa Joanna Spencer From: To: Paul VVicoff«Pau|)Nicoff@bceicom» Tuesday, June 2'ZO2O]:11 PM Joanna Spencer RE: D19-019Z]42SS 116THST133 Thanks for double checking- that is the cost we received for just ROW work. Paul VVicof[ P.E. Cell: (617)939-166l From: Joanna Spencer «]oanna.Soencer@Tukvv Sent: Tuesday, June 3,2O2OS:O7PIVI To: Paul VVicoff<Pau|.VVicoff@bcei.conn> Cc: Joanna Spencer <Joanna.Spencer@Tuhvvi|aVVA.gov> Subject: RE: D19-0192342S5116THST133 Paul, It seems little high or maybe it is for both: work on private property and in the right of way. Please verify. I don't want to overcharge you for revision fee. Bond or cash assignment is needed only for work cost inside the City R.O.W. JOANNA SPEXCER Development Engineer Tukwila Public Works G3OOSouthcenterBlvd, Suite 1OO,Tukwila, VVA9818O-JS44 Phone: 206431'2440 Fax: 2D64]1'366S From: Paul VVicoff <PauiVVicoff(@bceicmm> Sent: Tuesday, June 2,2O2O1:SlPM To: Joanna Spencer <]oanna.50ence/@Tukwi|aVVA.gov» Subject: RE: 019'O192]425S11GTHST133 The total cost ofwork inthe ROW is expected tobe$316,}7S. Should | proceed with the bond/cash deposit, orduyou need to process that first? Paul VVicoff, P.E. Cell: (617)039'1661 From: Joanna Spencer ^Jnanna.Spencer(aTvkwi|aVVA.gov> Sent: Tuesday, May 26,3O2013:J]pK8 To. Paul VVicoff<Pau|.VV|coff@abceicom> 1 FIL D)9-oigz 0 City of Tukwila Department of Community Development February 10, 2020 PAUL WICOFF 10400 RODGERS ROAD HOUTON, TX 77070 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D19-0192 EDGECONNEX - 3425 S 116 ST Dear PAUL WICOFF, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. Al! correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departn ents: FIRE - R DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Please provide the battery type(s), total numbers of batteries and quantities of electrolyte for the stationary storage battery systems per International Fire Code Section 606, Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted Nvit11 the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Perm it Technician File No. D19-0192 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 I February 24, 2020 Department of Community Development Correction Letter #1 to Revision #1 Re: Response to Correction Letter #1 to Revision #1 Dated February 10, 2020 Name: EdgeConneX Address: 3425 S 116 St Development Permit Application #: D19-0192 Thank you for your comments. Please refer to following responses. Building Department 1-Please provide the battery type(s), total numbers of batteries and quantities of electrolyte for the stationary storage battery systems per International Fire Code Section 606. Response: The stationary battery systems have been designed and laid out per International Fire Code Section 608, with a total of 2170 pounds of lithium ion battery being installed. A total of 4 sets of 5 cabinets are being installed as shown on the floorplans. Attached is a cutsheet of the cabinet which shows that each cabinet has 6 batteries, for a total 120 batteries being installed. Regards, Paul Wicoff, PE Burr Computer Environments, Inc. Cell (617) 939-1661 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 1 of 1 RECEIVED CITY OF TUKWILA FEB 24 Ar, PERMIT CENTER Vei 1iv IIPL Lithiuir> on 1 4 VERTIV. Specifications Parameter Value Nominal Energy Nominal Voltage Nominal Capacity Dimensions Weight Cell Type Battery Module 38kWh 480VDC 78Ah 600mm x 725mm x 2010mm 500kg Lithium -Ion NMC Pouch Cell 22S3P Battery Module Quantity 6 Max Rack Voltage 552VDC Low Voltage Cutoff 410VDC Float Voltage Setting 542-545VDC Maximum Discharge Power 207kW Maximum Charge Current 30A Max Battery Cell Temperature 70°C Min Battery Cell Temperature 20°C Maintenance Disconnect 1 Fusing 600A/700VDC Charge Inhibit Circuit Included DC Connections Lugs to Terminals Network Interfaces 100BaseT Ethernet Modbus/IP Service Interfaces RS-232 Signaling Isolated Discretes Front Panel Backlit LCD Display Pushbuttons Enable/Stop Interlocks Door Sensor, Service Switch Operating Temperature 22°C to 30°C Storage Temperature 0°C to 40°C Cooling Convective Control power Internal Service power 100-240VAC 1PH Compliance UL1973, UL1642, ISTA 3B, UNDOT3S.3 FCC 47 CFR 15B - Class B Altitude Up to 2,000m 11 -vt4a- Vertivo HPL Lithium -ion Battery Cabinet RECEIVED CITY OF TUKVVILA FEB 242t PtfMIT CENTER VertiV.COm I Vertiv Headquarters, 1050 Dearborn Drive, Columbus, OH, 43085, USA am Yertly Group Corp. All rights reserved. Vertiv, and the Vertly logo are trademarks or registered trademarks of Vertiv Group Corp. While every precaution hos been taken to ensure accuracy and completeness heaeln, Venn Group Corp, assumes no responslblllty, 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-70383 (R08/10) 4 0 City of Tukwila Department of Community Development February 10, 2020 PAUL WICOFF 10400 RODGERS ROAD HOUTON, TX 77070 RE: Correction Letter # 1 to Revision # 1 DEVELOPMENT Permit Application Number D19-0192 EDGECONNEX - 3425 S 116 ST Dear PAUL WICOFF, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE - R DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Please provide the battery type(s), total numbers of batteries and quantities of electrolyte for the stationary storage battery systems per International Fire Code Section 606. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D19-0192 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Public Works Department - Henry Hash, Director September 4, 2019 RReef America REIT II Corp. MMMM7 WA 3425 S 116th St. Tukwila, WA 98168 RE: EdgeConneX Tenant improvements 3425 S 116th St, Tukwila, WA Permit Number: D19-0192 To Whom It May Concern: In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the domestic, fire prevention and irrigation water supply lines to the building. The program requires elimination or control of any cross -connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the domestic water service. A Reduced Pressure Principle Assembly (RPPA) shall be installed immediately downstream of the existing permanent water meter for premise isolation. The RPPA shall be installed in a Hot Box/Rock or equal freeze protection enclosure anchored into a minimum 4" thick concrete pad. On your site plan, show the property lines, sidewalk, location of the domestic water meter and proposed RPPA location. Call out size/manufacturer/model number of the proposed RPPA on plan. Include backflow cut sheet in your submittal. If you need assistance locating the above backflow deficiency in the field, please contact Mr. Dylan Bailey, Water District Superintendent at (206) 242-9547 or email at dvlanbaileywaterdistrict125.com. This improvement requires either a revision to this Tenant Improvement permit or a separate Public Works Type C Construction permit (application is attached). For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for backflow installation, plus a small technology fee). An additional 2.5% of subject construction cost will be assessed at the time of permit issuance. The Public Works Director will withhold issuance of this permit until a D19-0192 revision or a separate Public Works backflow installation permit is applied for. 6300 Building 0 6300 Southcenter Boulevard Suite 100 0 Tukwila, WA 98188 * 206-433-0179 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov The Applicant also has an option to post a bond or other financial guarantee for installation of the RPPA in the amount equal to 150% of the design, installation and testing cost of the subject backflow, together with a letter confirming the installation in no more than 90 days from the day this letter is received. I have enclosed Public Works Bulletin C5 to help you. Please contact me at (206) 431-2440 or via email at Joanna.spencertukwilawa.00v if you have any questions. Sincerely, Joanna Spencer Spencer Development Engineer enclosures: Public Works Bulletins #A1,-2,and C5 Public Works Permit Application City of Tukwila Detail WS-21A & B cc: Dylan Bailey, WD #125 Paul Wicoff, Applicant (W:PW Eng/Other/Joanna S/Letter RReef 090519) BCEI 111,11R COMP4ITER illYIROMMINTS August 21, 2019 Department of Community Development Correction Letter #1 Re: Response to Correction Letter #1 Dated July 3, 2018 Name: EdgeConneX Address: 3425 S 116 St Development Permit Application #: D19-0192 Thank you for your comments. Please refer to following responses. RECEIVED CITY OF TUKWILA AUG 2 1 2019 PERMIT CENTER Building Department 1-Please provide contact for "Design Professional in responsible charge" 2015 IBC 107.3.4 Response: Contact info added on G00.00. 2-Room 137 (UPS Room 2) double door swing in direction of egress. 2-15 IBC 1010.1.10.3. Response: Door swing updated on A00.60, A02.00, A02.1, and A05.01. 3-Separate Mechanical permit is required, with Mechanical Engineered calculations. Response: Noted — mechanical permit application and extra plans submitted along with response letter. 4-Separate Plumbing permit is required Response: Noted — plumbing permit application and extra plans submitted along with response letter. PW Department 1-Since project is in Water District #125 service area, applicant shall submit plans to Dylan Bailey, WD #125, phone (206)242-9547 to evaluate water cross -connection control for premise and in -premise isolation. In -premise backflows will be covered under Tukwila Plumbing Permit, cut sheet(s) of proposed backflow(s) shall be part of your Tukwila Plumbing Permit submittal. Response: Plans submitted to Water District #125. In -premise backflow cutsheet included with plumbing permit submittal. 2-Any backflow additions and/or modifications outside the building directed by WD #125 will be part of revisions to this TI permit, District #125 notes and details shall be added if required. Response: No additions and/or modifications outside the building directed by WD #125. 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 1 of 3 CORRE TION LTR BCE" 11111R UMPUTER ERVIRMINENTS: 1(1 3-Number all generator, transformer and switch gear pads on your site plan. Response: All proposed pads have been numbered on Sheets C1.1 and C1.2. 4-Add Public Works Standard Construction Notes on plan per attached PW Bulletin B2. Response: Public Works Standard Construction Notes have been added to Sheet C1.0 5-Contact Tukwila Fire Dept. @ (206) 971-8719 for required FD permits for generators and fueling tanks. Response: Noted — Fire Dept contacted and required plans and applications prepared and submitted to Fire Dept. 6-Applicant shall contact PSE for gas line capping. Response: PSE has been contacted and is coordinate gas line capping work 7-One of the proposed transformer pads is over an existing storm water pipe and the second pad on the east side is immediately adjacent to the existing storm drainage pipe. Applicant shall submit a letter from a structural or Geotech engineer that the load from the concrete pad and transformer pad will not adversely affect the integrity of the existing pipes. Otherwise submit pipe(s) sleeve design. Response: Letter from structural engineer stating that load from the concrete pad and transformer pad will not adversely affect the integrity of the existing pipes submitted with revised plans. 8-Applicant shall notify the owner and owner shall submit in writing (email ok) that in case the subject storm drainage pipe(s) fail, pipe(s) shall be rerouted or transformer pad removed temporarily for pipe repair. Response: Letter from owner attached to response letter. 9-Enter earthwork quantities on plan: cu yds of cut and cu yds of fill. Response: Estimated earthwork quantities have been added to Sheet C1.2. 10-On the 3rd page of your permit application box was marked that a Technical information Report (Storm Drainage) was submitted, however PW has not received one. Was this box marked by mistake? Response: Technical Information Report was intended to be sent to PW. Report resubmitted along with revised plans. 11-Applicant shall address BMPs for outdoor storage tanks per attached page 29 of King County Stormwater Pollution Prevention Manual. Response: A proposed spill control device (catch basin hood) has been added to Sheet C1.2 at each catch basin that collects runofffrom the storage tank area. A catch basin hood detail has been added to Sheet C5.0. A note stating that additional required BMPs and routine 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 2 of 3 ENCEI ByRR campuTER ENylitimmEhirs. INC. maintenance identified in the King County Stormwater Pollution Prevention, Manual for Outdoor Storage of Liquid Materials in Stationary Tanks will be employed as been added to Sheet C1. 2. A cutsheet of the outdoor storage tanks has been submitted showing secondary containment, leak detection, and venting as required by BMPs. 12-Since Public Works permit fee is based on % of site construction cost, please enter cost estimate on page 1 of the attached PW Bulleting A2. Do not list cost of any work, above groundwork or equipment. Response: Cost estimate added to page 1 and attached to response letter. 13-Electrical work requires a separate Tukwila Electrical Permit. Response: Noted — electrical permit submitted along with revised plans. Regards, Paul Wicoff, PE Burr Computer Environments, Inc. Cell (617) 939-1661 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 3 of 3 July 17, 2019 PAUL WICOFF Burr Computer Environments 10400 Rodgers Rd Houston, Texas 77070 Re: Existing Utilities Under Proposed Equipment Pads Project: EDCSEA01 Data Center Expansion Ph3 — 3425 S 1166 St, Tukwila WA Dear Mr. Wicoff We have reviewed the location of the existing utilities relative to the equipment pad locations and have found the proposed design acceptable. t3ECEIVED TY OF TUKWILA AUG Z 1 2019 PERMI T CENTER CORRE TION LTR# VLMK ENGINEERING DESIGN Sincerely, VLMK Engineering + Design 74A-1.41- KELLI SLAVEN, EIT Engineering Designer D 92s.. 3933 SW Kelly he Poland, OR 972 9 503.222.4453 VtMK.COM G*nd2019\20190072\issutd Bocurtte-nt3\06 Existiq Utitities Lettet 1-17:INDESEA01 Existing Utilities Letter .f.:6:m Page 1 of 1 Anna Ernaga Real Estate Manager CBRE, Inc. Asset Services August 9th, 2019 Edgeconnex 2201 Cooperative Way Suite 400 Herndon, VA 201 71 20415 72"d Avenue S., Suite 210 Kent, WA 98032 253 398 9030 Tel Anna.Ernaga@cbre.com www.cbre,com RE: Storm Drain Repairs To Whom It May Concern, This is a letter stating that in the case that a storm drain fails, the failed storm drain pipes will be rerouted or transformer pads will be removed temporarily for pipe repair. Please contact me with any questions or concerns. Thank you, Anna Ernaga Real Estate Manager CBRE, Inc. Agent for the Landlord crof OF TUKWILA AUG 2 1 2019 PERMIT CENTER CORRECTION LTR# bi / 2. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME EdgeConneX PERMIT # D19-0192 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $20,000.00 Erosion prevention $30,000.00 Water/Sewer/Surface Water $50,000.00 Road/Parking/Access $72,600.00 A. Total Improvements 3 Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $172,600.00 $250 (1) Enter total excavation volume 350 cubic yards Enter total fill volume 200 cubic yards $ Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10 000 or fraction thereof. 200,001 or more $402.25 for 1 ST 200,000, PLUS $7.25 for cach additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ (4) (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.19 E1VED Cr1"Y OF TUKWILA AUG 2 1 2019 PERMIT CENTER CORRECTION LTR# 0 14syx City of Tukwila � �, a a July 03, 2019 Department of Community Development PAUL WICOFF 10400 RODGERS ROAD HOUTON, TX 77070 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0192 EDGECONNEX - 3425 S 116 ST Dear PAUL WICOFF, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. 1. Please provide contact for "Design Professional in responsible charge" 2015 IBC 107.3.4 2. Room 137 (UPS room 2) double door swing in direction of egress. 2015 IBC 1010.1.10.3. 3. Separate Mechanical permit is required, with Mechanical Engineered calculations. 4. Separate Plumbing permit is required. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1. Since project is in Water District #125 service area, applicant shall submit plans to Dylan Bailey, WD #125, phone (206) 242-9547 to evaluate water cross -connection control for premise and in -premise isolation. In -premise backflows will be covered under Tukwila Plumbing Permit, cut sheet(s) of proposed backflow(s) shall be part of your Tukwila Plumbing Permit submittal. 2. Any backflow additions and/or modifications outside the building directed by WD #125 will be part of revisions to this TI permit. District #125 notes and details shall be added if required. 3. Number all generator, transformer and switch gear pads on your site plan. 4. Add Public Works Standard Construction Notes on plan per attached PW Bulletin B2. 5. Contact Tukwila Fire Dept. @ (206) 971-8719 for required FD permits for generators and fueling tanks. 6. Applicant shall contact PSE for gas line capping. 7. One of the proposed transformer pads is over an existing storm water pipe and the second pad on the east side is immediate adjacent to the existing storm drainage pipe. applicant shall submit a letter from a structural or Geotech engineer that the load from the concrete pad and transformer pad will not adversely affect the integrity of the existing pipes. Otherwise submit pipe(s) sleeve design. 8. Applicant shall notify the owner and owner shall submit in writing (email ok) that in case the subject storm drainage pipe(s) fail, pipe(s) shall be rerouted or transformer pad removed temporarily for pipe repair. 9. Enter earthwork quantities on plan: cu yds of cut and cu yds of fill. 10. On the 3rd page of your permit application box was marked that a Technical Information Report (Storm Drainage) was submitted, however PW has not received one. Was this box marked by mistake? 11. Applicant shall address BMPs for outdoor storage tanks per attached page 29 of King County Stormwater Pollution Prevention Manual. 12. Since Public Works permit fee is based on % of site construction cost, please enter cost estimate on page 1 of the attached PW Bulletin A2. Do not list cost of any work, above groundwork or equipment. 13. Electrical work requires a separate Tukwila Electrical Permit. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 f To better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincer 1y, cematio-_Ae,t) Kandace Nichols Permit Technician File No. D19-0192 f 3nn .Cnvthcanter Rnvlevard ,cnitp # 100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0192 DATE: 5/12/2020 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116TH ST Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: Wing Division Public Works 769° Welk VO Structural ft? At 1')ainning Division Permit Coordinator PRELIMINARY REVIEW; Not Applicable (no approval/review required) DATE: 5/12/20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required P (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) A7/07/20 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 b PERMIT COORD COP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0192 DATE: 02/24/2020 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116TH ST SUITE 133 Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works Wire reven ion Structural Planning Division r Permit Coordinator a PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 02/25/20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 04/07/20 Approved with Conditions ri Fire Fees Apply ri Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ej Ping D PW E Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0192 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116 ST - SUITE 133 Original Plan Submittal Response to Correction Letter # DATE: 01/07/2020 Revision # X Revision # before Permit Issued after Permit Issued DEPARTMENTS: 1%6 Building Division PRELIMINARY REVIEW: Not Applicable (no approval/review required) Fire Structural Planning Divisi n Permit Coordinator DATE: 01/09/2020 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews P DUE DATE: 02/20/2020 Approved with Conditions Denied (ie: Zoning Issues L Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAJ LED: Departments issued corrections: Bldg LJ Ffte Ping LJ PW EJ Staff Initials: 12/18/2013 COORD COP,(o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0192 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116TH ST #133 Original Plan Submittal X Response to Correction DATE: 08/21/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: WO g 1\1161 Building Division \V\ Public 010 Fire Prevention Structural n PRELIMINARY REVIEW: Not Applicable E (no approval/review required) REVIEWER'S IN TIALS: Planning Division E Permit Coordinator II DATE: 08/22/19 Structural Review Required DATE: LI APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 09/19/2019 Approved with Conditions ri Denied (ie: Zoning Issues r Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire El Ping El PW 0 Staff Initials. 12/18/2013 Ci)ERMIT COORD COPY C:5 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0192 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116 ST X Original Plan Submittal Response to Correction Letter # DATE: 06/13/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 'C CPc-f4 (AO 'Ll'ifididing Division Alone Works Al'IC Fire Prevention Structural I M P aVit \t61 rming D ViSla Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/18/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/16/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: .1 Departments issued corrections: Bldg Fire D Ping D PW Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/27/2020 Plan Check/Permit Number: D19-0192 Ej Response to Incomplete Letter # EIIJ Response to Correction Letter # O Revision # a after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: EdgeConneX Project Address: 3425 S. 116th Street RECEIVED CITY OF TUKVVILA MAY 0 5 2(rill PERMIT CENTER Contact Person: Paul Wicoff Phone Number: 617-939-1661 Summary of Revision: C2.0 - Added sheet to show installation of SCL conduits in right-of-way and on property. Sheet Number(s): C2.0 "Cloud" or highlight all areas of revision including date of revision cc, Received at the City ofTukwila Permit Center by: Entered in TRAKiT on 5-1 W'Rermit Center\ Templates1Forms \ Revision Submittal Forrn.doc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02/24/2020 Plan Check/Permit Number: D 19-01 92 0 Response to Incomplete Letter Response to Correction Letter # Revision # 1 after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: Edgeconnex Project Address: 3425 S 116 St — Suite 133 Contact Person: Paul Wicoff RECEIVED CITY OF TUKWILA FEB 2 4 2020 PERMIT CENTER Phone Number: 617-939-1661 Summary of Revision: No updates to plans. See attached response letter and battery cabinet cutsheet. Sheet Number(s): "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: 0 Entered in TRAKiT on C:\Uscrs\Paul Wicoff Desktop \ Edge \ Seattle\17661Perrnitl20200210 Comments‘Revision Submittal Form.doc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Cefnter. Revisions will not be accepted through the mail, fax, etc. Date: 12/10/2019 Plan Check/Permit Number: D19-0192 El Response to Incomplete Letter # 0 Response to Correction Letter # 0 Revision # 1 after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner LJ Deferred Submittal # Project Name: EdgeConneX Project Address: 3425 S. 116th Street RECEIVE') CITY OF TUKVvxLil JAN 0 7 707n PERMIT CE1\11., Contact Person: Paul Wicoff Phone Number: 617-939-1661 Summary of Revision: G00.00 - Updated architectural sheets listed on index. A00.50 - New equipment layout shown in exterior equipment yard, details 01 & 02. A00.60 - New equipment layout shown in exterior equipment yard #145. Location of interior walls and single door modified at Vestibule #142. Sheet Note 02 added. A02.00 - New equipment layout shown in exterior equipment yard #145 and UPS Room 3 #138. Sheet Note 03 added. A02.01 - New equipment layout shown in UPS Room 3 #138. Dimensions and notes updated. A02.02 - Rooftop equipment locations updated. A04.01 - Location of interior walls and single door modified at Vestibule #142, A05.01 - Location of interior walls and single door modified at Vestibule #142. Finish tags added at Data Hall 3#136. Finish tags updated at Corridor #135 & Corridor #143. Sheet Note 07 added. Al2.10 - Finish PT06 added to finish schedule. Sheet Number(s): G00.00, A00.50, A00.60, A02.00, A02.01, A02.02, A04.01, A05.01, Al2.10, C1.1, C1.2, S1.0, S2.0, S3.0 "Cloud" or highlight all areas of revision including dat ofr ision Received at the City of Tukwila Permit Center by: 0 Entered in TRAKiT on W:1Perrnit Centerqemplates \ FormARevision Submittal Form.doc Revised: August 2015 C1.1 'Updoted equipment pod layout C1.2'Updated equipment pad layout and numbering inexterior equipment yard. S1.0-Equipment layout revised and addition orapproximate conduit layout added onkey plan. S2.O'Revised new vs. future equipment locations. Sn.V'Added conduit support details 11/an.Vand 121S2u. City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA,gov Revision submittals must be submitted in person at the Permit Cener. Revisions will not be accepted through the mail, fax, etc. Date: 07/24/2019 Plan Check/Permit Number: D19-0192 O Response to Incomplete Letter # O Response to Correction Letter # 1 [1] Revision # after Permit is Issued 111 Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: EdgeConneX Project Address: 3425 S 116th Street #133 Contact Person: Paul \A/matt Summary of Revision: C1.0 - Public Works Standard Construction Notes added. RECEIVED CITY OF TUKWILA AUG 2 1 2019 PERMIT CENTER Phone Number: 617-939-1661 C1.1 - Numbers added to proposed pads. C1.2 - Numbers added to proposed pads. Estimated earthwork quantities added. Proposed spill control device (catch basin hood) added at each catch basin that collects runoff from the storage tank area. Note stating that additional required BMPs and reoutine maintenance identified in the King County Stormwater Pollution Prevention Manual for Outdoor Storage of Liquid Materials in Stationary Tanks will be employed. C5.0 - Catch basin hood detail added. Sheet Number(s): C1.0, C1.1, C1.2, C5.0 "Cloud" or highlight all areas of revision including date ofrevision Received at the City of Tukwila Permit Center b '7 Entered in TRAKiT on , 9. tr '61 W:\ Permit Center\ Templates\ Forms \ Revision Submittal Forin.doc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Cenfer. Revisions will not be accepted through the mail, fax, etc. Date: 07/24/2019 Plan Check/Permit Number: D19-0192 El Response to Incomplete Letter E] Response to Correction Letter # 1 11 Revision # after Permit is Issued 1] Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: EdgeConneX Project Address: 3425 S 116th Street Contact Person: Paul Wicoff RECEIVED CITY OF TUKWILA AUG 2 1 2019 PERMIT CENTER Phone Number: 617-939-1661 Summary of Revision: G00.00 — Drawing Index: Contact information for Design Professional in Responsible Charge added. A00.60 — Life Safety Plan: Swing of double door #137B at UPS Room 2 flipped to now open in direction of egress. A02.00 — Overall Construction Plan: Swing of double door #137B at UPS Room 2 flipped to now open in direction of egress. A02.01 — Construction Plan: Swing of double door #137B at UPS Room 2 flipped to now open in direction of egress. A04.01 — Reflected Ceiling Plan: Swing of double door #137B at UPS Room 2 flipped to now open in direction of egress. A05.01 — Finish Plan: Swing of double door #137B at UPS Room 2 flipped to now open in direction of egress. Sheet Number(s): G00.00, A00.60, A02.00, A02.01, A05.01 "Cloud" or highlight all areas of revision including dat Received at the City of Tukwila Permit Cente Entered in TRAKiT on q-a\-1c4 o revision W: \ Permit CentertTemplates Forms\ Revision Submittal Form.doc Revised: August 2015 PROJECT NAME: occovw\e )1, PERMIT NO: .t)ri tct ORIGINAL ISSUE DATE: I all SITE ADDRESS: '61-0-3--S (1 ct- 4? 133 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIAL ISSUED DATE STAFF INITIALS — — 07/07ADa4 k61 Summary of Revision: j‘Qviekerth„)._ Qr.& 4.440,,,v el() le ifirtve6- Ne Deoutkots I c6,640, 4.* -r4othr-e1ow‘. 0 we coll-vvilievvi tre Received by: / REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE 0-7/c) -7 POO STAFF INITIALS Summary of Revision: 0,,MQ9V, ALtpt tA-- Le..) ,,e.4 q )c_t_ (-4)-naLil _.-4.1A-,' A,t0ukk/t0,/ Gt. (="- 611 0Received by: C(;L/ I I) - ) (-) (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED LATE STAFF INITIALS Summary of Revision: , Received by: (please print) REVISION NO, DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED S-T.A-FF---- INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) BURR COMPUTER ENVIRONMENTS INC 0 Home Espanol Contact Search L&I Page 1 of 2 ESE311 Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries A-Z Index Help My L&1 Workplace Rights Trades & Licensing BURR COMPUTER ENVIRONMENTS INC Owner or tradesperson Principals BEAVER, CHARLES EMMETT III, PRESIDENT BEAVER, CHARLES EMMETT JR, VICE PRESIDENT FRANK, TIMOTHY DAVID, TREASURER BURR, RICHARD WAYNE, CHIEF EXECUTIVE OFFICER BURR, KURT N, SECRETARY (End: 09/06/2011) CARDER, DOUGLAS G, TREASURER (End: 09/06/2011) Doing business as BURR COMPUTER ENVIRONMENTS INC WA UBI No. 602 065 382 10400 RODGERS RD HOUSTON, TX 77070-1642 281-374-8644 Business type Corporation Governing persons CHARLES BEAVER III RICHARD BURR; CHARLES E BEAVER JR; TIMOTHY FRANK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. BURRCEI005PP Effective — expiration 11/06/2000— 08/18/2021 Bond TRAVELERS CAS & SURETY CO Bond account no 061S103188827BCM Active Meets current requirements. $12,000.00 Received by L&I Effective date 06/27/2002 05/24/2002 Expiration date Until Canceled Insurance Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=6020653828cLIC=BURRCEI005PP&SAW= 10/16/2019 Ey" PIU TO EXISTING PVo in `C ? IE(Sw)6,.pV0= 12 3 F�(157 PRi \� / d 24'cMf'- /'`�G + DES►GN CTION- TS 1-4„ Q EtS) vc=t5? - G SCLCING J NTERCEP sE) 5.2 ` - G EER1N Ore9on97239 B 1�„ RI CONDUIT i 2 / ° x 6TM.)U- v10 5 G ►N poAtand,� com UIT&STUB eJ l/! u o -°i G �N Swg453 Rvenue vlmK. COED 3 I T v W 46 _' SEE NOTE f = N 503. Kelly C� � x 2 p.5a T LOCATION „-.° O�,t, ti El.= o 0 N /Il J 2N0 N N ' EtM52'. v " EASEME SOUND i , ° (DASHED BO ( z w N > �. z R G- ° a > e iSTIN04 G TREES AND AREA c o `Y ° J GI r' ' -_2 T '� �' t114' _r_ 4 L CT EX ORK. 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LOCATIONS REW STAND BYE ° ICING JUN 1� pRl pTS EXIST COtADUJT 3ixFRI SEENO E4 1-0" PR CONOLA uO 6 � - • EXISTING PAD 6 N t7T 00 W1 RPVC ��'-"�---- 08n X3 a'c' M'"m- �� A'~ '` wP,,,.... vP-"''.�nd ,"', I �I I sLU m u _ 652 GTO PAD P M M �C 1 1`"s y ..'� P �p-✓_P'" I �I I � II ® ® (�y G TO pAD 652 `n xi 1- y P w I" PC R o 0 NEW 2`GOMPC;RTMENT D) ° M MGM - . -: �'> -n �y P ! 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I Planand Approval o I i I omras_ rtetne gala{ ppro adP�Y SER p1AO 647 WHEGOMPI COMPLETE &READY FOR ENT I not au tle pt o n red9p. aa° m INSTAL TIONIS gEINTERCEPTRING Fj pAVEM ceodruonsrs-1 W l A CONDUITS WILL y METE HMA (Typ) I I ordln PRIMARY RMANENT PRIMAR ERMANENT C5.0 I e �� I b EXISTING 2 NOeD TO NEW PET WHEN EXISTINGELY REMOVED. i EXTE SERVICE CABIN PAD 647 COMPLE OF THE J-_—_.—__— -_ -- IIVM-(7Nt�0 -_ �z I to crw �r jpivrsrot+ . -- I I ® 9�aprNc Q ° SERVICE DUCTS NORTH ----- I I I SUEej fx -- I_�=== ��}�-° a/ YCONDUIT V646W1LLBE ICJ` �}^ PRIMARY EXISTING ETERING I I i Tvt�E 2 EXtS E USED FOR NEW PONTPERMATNENT PRSTREET UILDIN I ( RIM Et.-C va ® 'Public IsTSK R SERVICE AT 3425 S 116THOF THE RESTORAmp i I i kwN)2¢' C4-12 5 the 'P pate of I IE(Q,L4 CMP=,36 INLET PROTECTtgN G5.0 avc been tecif rnl uce rs Bud NO 06/ t9 SSUE FOR F Y CONDUITS SOAgANDONED. SURFACE P) i o- IE(Sw)6' I'vc= (T gyp) {here plan ettt for con Meet else 03J 4 PRIMAR TO BE i C5.0 gtM. EL =,0.3 a ° m EXiSTiN N'(ERCEFTIONPOINT TO CUSTOMER ( gorkstDd a s. geccpd �� �I�p�ottsibiittY e 2q/19 Ov COMME III I x a m r n NEW 2 OWNED SWiTCHGEAR city ssicuss tellart OT p 8 t t4talKi'4 tot 0% Gi COMn iI W/ i mw a P i adopted ate. of t1t ctisicna ce os/t2Jis P < `,Q r,_ ° for the ade deleue s acwtan 3 11Jt I ii �` �(�►D diticus, card tiu n SPHAI T FOR I desigtres, A ll tc a PDDENDU SAW 1NSTALLAI p dTata ubs ei this T0J11 2/Og%t9 else a a BOUNDARY LINE pUCt BANK and wili T SCl UP DOWER _ UNDERGROUND TION LINE ? w {ot subseAu old u�5piori b9 5 04(03/20 P GROUND COMMUNICA I I I a subjectto Ft I I BOUNDARY AND TE PLAN" P UNDER 9\3 a Final accep an rkssutilities insp�tos T_ E NATION tS BASED ON A T TUKWII:A, WA SIT ND -T I I o W a he pubic INFOR 16TH'STREE 2019 P' GAS LINE Date. q� CONDITIONS 3425 S 1 p APRiL 2, �° I z s z u Cam' 2� TITLE iNG DATE DRAIN LINES EXISTING HIC SURVEY RTH LAND SURVEY INC. - �°� STORM x ? Z TOPO gY TRUE NO _ 'FENCE TiON OF ALL _ CHAIN LINK FEN a r . z P a PREPAREOGT08ER8,21)". SEATTLE i �I ( a a� OR REVISED TIEG INSTALIA OBTANING I I REVIEWED COORDiNA GA9 METER SIBLE FOR iS RESPONSIBLE FOR GUIDELINES' GM© _y— - ---- - TIVM ON00 I I _ 0 � CODE COMPLIANCE ER IS RESPON MATERIAL APPROVED INSTALLDETAILS, AND — _ — INSTALLER ER MUST COMPLY GA5VALVE I ''1 DERGROUND UTILITIES. AND AND G - — -- -- --° -°—°- °—°--°— - 2 UN CONSTRUCTION GUIDELINE G}piCATiONS INSTALL v CA T}ON MANHOLE ° ° ° ° I I \ G1TY LIGHT (SCL) 5CL SPE REGARDING COMMUNICA p ` 'U� i a2� CTOR APPROVALS. CODE OT ENTER {, WITH ALL AP D SCL IN ADMNISTRN MUST N POWER VAULT " i I a\ W COMPLYIN Y REQUIRED STATE OBTAINING AN UTILITIES. NSTALLER Pv BASIN Of Tukwila LE WASH"1NiGT FROM STANDBY • IN CATCH GAS SERVICE CROSSINGS I I C} WITH APPLICAB SCL SAFETY T THE STORM DRA SOUN (.lyp) gViLD1NG DfVIS10N WITHOUT SHOWN R THE VALVE COORDINAITH PUGET I ® C TRENCHING SODFACIITIES IRRIGATION I ° ~ ENERGIZED GE CONDUIT WHERE 0 w SHOWN ON NiGH VOLTA RE CONDUIT AS 652) I I \ STUB (1) 4" SPA SWITCH' (PAD BOLLARD I I I TERCEPT EXISTING (1oN AND PAD -MOUNTED 02 & G2,% 0 AND PER IPLiNE - R G�►VE 1N 0222. N STUB (1) TREE WIDR I D 9 3' NTERCEPTING I.00ACaNDU1TS INTO NEW STANDARDS THE PLA / C] I ° I PLAN. EXTEND O " ONSTR I\ CONIFER -- -_ ----- `' ° - c 2 4 UCTION J PERSCLC .--o--��� N1AY 12 2020 pg 7015.05 & 7050.05 AS SHOWN IN COMPARTMENT A - CNAiN LINK FENCE IIVM ON00 .,,..►�•XX I II �=_��""'.-.�`1 -IIVM ON00 STANDAR LOCATION. AT THE c SCL MATERIAL INTERCEPTING SHOWN THE CD } T THE ppipUlT WHERE S SHOWN ON BOLLARD CONDUIT A 1 A HIGH VOLTAGE G CONOUIT ! 652) • I ( I z pU61 iC WORKS STUB (1) A" SPARE SWITCH (FAD p PER SAW CUT INTERCEPT EXISTING O pAD.MpUNTED 0214.00 AN I I x 4. LOCATION AND S 0222.02 $ N STUB (1) I" PAVEMENT � a CONDUITS INTOuB t�N STRNDARO iN THE PIA ASPHALT PR I I INTEN EXTE Q (2) 4" SCL CONSTR S SHOWN TION POI T PLA • ENT B DER 7050.05 A S I I TERMINA 7015.05 & CONCRETE PAD UMBER I I I COMPARTM OLOCASTLE TERIALSTANDARDS CATION• I I SCL MA OR CAST IN UTILITY PAD IDENTIFICATION n Y 78.5' LONG PREFABRICATED ( O CONTOUR -- THE INTERCEPTING LO q CONDUIT AT 84" WIDE B CTURER) 652) N PROPOSED I I PROVED MANUFA pAD (pAD E INSTALL DN LIGHT TED SWITCHGEAR LOCATE AS "_21„ _ PROVIDE AND OTHER CITY NOUN U10-5.2 TANKS, PIPING, SLOPE _ 5. PRECAST CO OR ENT ?AD -RUCTION STANDARD TURFS, G o PROPOSED tlR ON00 ° I I a UR COMPARTM HT CONSRU GS, STRUC GROUNDN 1 -� PLACE FO LIG FOOTIN PAD AND ENT I IPV .CO GE WITH CI N. FOUNDATIONSClTPR1NTS OF THE D SERVICE OF .. EASEM pUiT r�-0--°—°—°—°—°— I I a _.aid N O ARA V:Oga CI ROFEN KNI ADAN FO ° .° - ° °ED SITE PLAN. THE TION AN �- ELECTRICAL CON t IND\CATED ON WED UNDER D FOR INtSTALLA (n QU ETC., ARE NOT ALLO E TO THE PA ES• THREE - P "^P DUCT BANK d d�° W ch i t { ?U PROVIDER NT AT RLLTIM TWO OR ABANDON a u Electrical aY Q 5 2�iil DR!` V STALL ��,� :E GRID EOUiPME N SET, IN pLpC0.STLE 45,12 R lumbin9 R@AEHED: ELECTRICAL R HAS 8EE DST ( ( ( p D P /Gas p}pin9 �y f PROJECT N0. iTCHGEA EL GUAR o [u TED SW }p STEEL n " <; ERTtIEPAD MOUNETERX8 LONG RIGID CTURERS). I I II a r o `n cu zCityofTu VISION P� 6. AFT POSTS 4" DIAM APPROVED MP u d ��1LDING D CE 20' GUARQ T OR OTHER SCL 5, 10` f i �W ..r-,AS o w w m `�"' STRUCTURAL NOTES EDCSEA01-PHASE 3 - VLMK JOB #20190072 DIVISION 1 - GENERAL A. GENERAL A.1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE GENERAL NOTES TO THE EXTENT SHOWN. A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK ENGINEERING + DESIGN (VLMK) OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. A.3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK IS LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. A.4. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS, THE LATEST ISSUE SHALL APPLY. A.5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. A.6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE STATE OF WASHINGTON (INTERNATIONAL BUILDING CODE, 2012 EDITION, EFFECTIVE JULY 1, 2013) AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. A.7. DESIGN CRITERIA: A.7.a. ROOF SNOW LOAD (PER IBC 1603.1.3) FLAT -ROOF SNOW LOAD (Pfl 25 PSF SNOW EXPOSURE FACTOR (Ce) 1.0 SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.0 A.7.b. WIND LOAD (PER IBC 1603.1.4) ULTIMATE DESIGN WIND SPEED (Vult) 120 MPH NOMINAL DESIGN WIND SPEED (Vasd) 93 MPH RISK CATEGORY II INTERNAL PRESSURE COEFFICIENT (GCpi) t0A8 A.7.c. EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5) SEISMIC IMPORTANCE FACTOR (le) 1.0 RISK CATEGORY H MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 1.516 S1 = 0.569 DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds = 1,011 Sdt = 0.569 SEISMIC DESIGN CATEGORY D A.B. MECHANICAL EQUIPMENT, MECHANICALAND SPRINKLER PIPING LARGER THAN 21NCHES IN DIAMETER OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 POUNDS SHALL BE HUNG BY A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200 POUNDS SHALL HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS OR WALL UNLESS OTHERWISE APPROVED. AA WHERE REQUIRED, SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT, SPRINKLER PIPING OR OTHER NONSTRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH CHAPTER 13 OF ASCE 7-10. STRUCTURAL CALCULATIONS AND DETAILS STAMPED BY A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. A.10. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE SEA20091Y PROJECT LOCATED IN TUKWILA, WASHINGTON. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE, OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. A.11. BIDDER DESIGNED ITEMS (DEFERRED SUBMITTALS) SHALL BE DESIGNED BY, AND BEAR THE STAMP OF AN ENGINEER (PRODUCT ENGINEER) REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. SEE DEFERRED SUBMITTAL TABLE FOR ADDITIONAL REQUIREMENTS AND ITEMS CLASSIFIED AS DEFERRED SUBMITTALS. DIVISION 2 - SITE WORK A. NOTUSED. DIVISION 3 - CONCRETE AND REINFORCING A. CONCRETE MWMATERIAL A.1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANTS STANDARD DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. A.2. MINIMUM MIX REQUIREMENTS: LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES STRENGTH (a) CONTENT MISCELLANEOUS 3,000 PSI 0"-5" 470 LB (c) (a) - SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. (b) - WRA= WATER REDUCING AGENT. (c)- AE= AIR ENTRAINMENT. (d) - UP TO 1 1/2 PERCENT CALCIUM CHLORIDE ALLOWED DURING COLD WEATHER. (a) - POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT. A.3. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED. AA. AGGREGATES PER ASTM C33. USE 3/41NCH MINUS UNLESS OTHERWISE NOTED OR APPROVED, A.5.: WATER'. REDUCING: AGENT (WRA) SHALL BE POLYHEED.R-1 OR DURACEM 55 (MINIMUMS. OZ. PER, 100 POUNDS CEMENT). COMPLY WITH ASTM C-494. AB. AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE SPECIFIED AND/OR APPROVED BY ENGINEER. A.7. ACCELERATORS: POZZUTEC 20 NON -CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN THE COMPLETED STRUCTURE (WALLS, EXTERIOR PAVING, ETC.), CALCIUM CHLORIDE IN THE INTERIOR SLABS ON GRADE. QUANTITY (DOSAGE) TO BE DETERMINED BY CONTRACTOR AND APPROVAL OBTAINED FROM ENGINEER BEFORE USE OF ACCELERATORS. A.8. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. A.9. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED. B. REINFORCING 6.1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. B.2. USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED. USE ONLY LOW HYDROGEN ELECTRODES. ALL WELDING TO BE IN COMPLIANCE WITH AWS DIA. 8.3. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES -ACI STANDARD 315. BA. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES. DIVISION 4 - MASONRY A. CONCRETE MASONRY Al. DESIGN fm = 1500 PSI AT 28 DAYS. A.2. ALL CONCRETE MASONRY UNITS TO BE MEDIUM WEIGHT UNITS PER ASTM C90, A.3. NETAREA COMPRESSIVE STRENGTH (NACS) OF THE CONCRETE MASONRY UNITS SHALL COMPLY WITH IBC TABLE 2105.2.2.1.2. SEE UNIT STRENGTH METHOD TABLE BELOW. A.4. MORTAR TO BE TYPE S (1800 PSI) USING THE 'PROPERTY METHOD' PER ASTM C270. A.5, GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1.25 TIMES THE DESIGN fm BUT NOT LESS THAN 2000 PSI. SEE UNIT STRENGTH METHOD TABLE BELOW. A.6. ALL GROUT MIX DESIGNS TO UTILIZE A FLUIDIFIER ADMIXTURE, INTRUSION AID BY SPECRETE-IP OR APPROVED EQUAL, DOSAGE TO BE PER MANUFACTURERS RECOMMENDATION. A.T COMPLIANCE WITH fm SHALL UTILIZE EITHER THE "UNIT STRENGTH METHOD" OR THE "PRISM TESTING METHOD" FROM THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. A.8. FOR THE UNIT STRENGTH METHOD: DESIGN fm NACS GROUT STRENGTH 1500 PSI 1900 PSI 2000 PSI A.9. ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 2108 OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. A.10. REINFORCING FOR MASONRY TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS AS NOTED IN DRAWINGS: A.10.a. VERTICAL: REINFORCING PER DRAWINGS PLUS (2) #5 FULL HEIGHT EACH SIDE OF OPENINGS, UNLESS OTHERWISE NOTED. A.10.b. HORIZONTAL: (2) #4 AT 48 INCHES ON CENTER FOR RUNNING BOND, (2) #4 AT 24 INCHES ON CENTER FOR STACK BOND, PLUS (2) #4 AT TOP OF WALL AND AT EACH INTERMEDIATE FLOOR LEVEL. LOCATE FIRST BOND BEAM AT GROUND FLOOR LEVEL. A.10.c. LINTELS: (EXTEND LINTEL BARS PAST OPENING 32 INCHES MINIMUM) LESS THAN 4 FEET WIDE: (2) #4 IN BOTTOM OF 8 INCH DEEP LINTEL. 4 FEET TO 5 FEET WIDE: (2) #4 IN BOTTOM OF 16 INCH DEEP LINTEL. A.10.d. CORNERS AND INTERSECTIONS: (1)#5 CORNER BAR x 24 INCHES x 24 INCHES AT EACH BOND BEAM FOR 8 INCH WALLS. (2) #4 CORNER BARS x 24 INCHES x 24 INCHES AT EACH BOND BEAM FOR 10 INCH OR 121NCH WALLS. A.10.e. SPLICES IN VERTICAL WALL REINFORCING SHALL BE LAPPED 62 BAR DIAMETERS. WHERE NOT MORE THAN (1) BAR IS REQUIRED IN EACH CELL, A 52 BAR DIAMETER LAP MAY BE USED. A.10.f. HORIZONTAL BOND BEAM REINFORCING SHALL BE LAPPED 52 BAR DIAMETERS. A.11. ELECTRICAL BOXES, CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT CONTAINS REINFORCING. A.12. SEE DRAWINGS FOR ADDITIONAL REINFORCING. A.13. FOR GROUT LIFT HEIGHTS EXCEEDING 4'-0", PROVIDE BAR POSITIONERS FOR ALL VERTICAL WALL REINFORCING. A.14. SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY CONSTRUCTION. SEE DRAWINGS FOR ADDITIONAL INFORMATION. DIVISION 5 - METAL A. GENERAL A.I. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC STANDARDS. B. MATERIALS 131. ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED, 8.2, ALL STEEL PLATE, ANGLES, CHANNELS, ETC, TO BE ASTM A36 TYPICAL UNLESS OTHERWISE NOTED. B.& STEEL PIPE ASTM A53 GRADE B (Fy = 35 KSI), TYPE E OR S, OR ASTM A501 (Fy = 36 KSI). B.4. STRUCTURAL TUBING TO BE ASTM A500 GRADE B (Fy = 46 KSI RECTANGULAR, Fy = 42 KSI ROUND). 6.5, UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS, B.6. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. B.7. ANCHOR RODS TO BE ASTM F1554, GRADE 36 UNLESS OTHERWISE NOTED. B.8. LAG BOLTS IN WOOD TO BE SAE J429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSI/ASME 6,18.2, 1, B.9. LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM A1003 ST50H WITH (Fy = 50 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE FORMED FROM ASTM A1003 ST33H WITH (Fy = 33 KSI). DETAIL AND FABRICATE LIGHT GAUGE STEEL PER AISI STANDARDS. B.10. HEADED STEEL STUD CONNECTORS: B.10.a, SHALL BE NELSON GRANULAR FLUX -FILLED HEADED STUDS OR PRIOR APPROVED EQUAL AND BE MADE FROM C-1015 COLD ROLLED CARBON STEEL AND SHALL CONFORM TO ASTM A108, GRADES 1015-1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI, B.10.b. STUDS TO BE AUTOMATICALLY END WELDED WITH A STUD WELDING GUN. ALTERNATE WELDING PROCEDURES MAY BE USED ONLY WITH PRIOR WRITTEN APPROVAL FROM THE ENGINEER. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1. C. POST -INSTALLED ANCHOR BOLTS: CA. UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS, POST -INSTALLED ANCHORS MAY USE ONE OF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE AND BASE MATERIAL. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF THE ENGINEER. C.2. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. C.3. NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TIMES VARY BY PRODUCT. CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS. CAPROVIDE MINIMUM EMBEDMENT AND SPACING UNLESS NOTED OTHERWISE IN DRAWINGS, C.5. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE IN DRAWINGS. C.6. ADHESIVE ANCHORS: BASE MATERIAL PRODUCT REPORT# CONCRETE SIMPSON SET-XP EPDXY ADHESIVE ANCHOR ICC ESR-2508 CONCRETE SIMPSON AT-XP ADHESIVE ANCHOR IAPMO ER-263 CONCRETE HILTI HIT-HY-100 ADHESIVE ANCHOR ICC ESR-3829 CONCRETE HILTI HIT-HY 200 ADHESIVE ANCHOR ICC ESR-3187 MASONRY SIMPSON SET-XP EPDXY ADHESIVE ANCHOR IAPMO ER-265 MASONRY SIMPSON AT-XP ADHESIVE ANCHOR IAPMO ER-281 MASONRY HILTI HIT-HY 70 ADHESIVE ANCHOR ICC ESR-2682 C.7. EXPANSION ANCHORS: BASE MATERIAL PRODUCT REPORT# CONCRETE SIMPSON STRONG -BOLT 2 WEDGE ANCHOR ICC ESR-3037 CONCRETE HILTI KWIK BOLT TZ ANCHOR ICC ESR-1917 MASONRY SIMPSON WEDGE -ALL ANCHOR ICC ESR-1396 MASONRY HILTI KWIK BOLT 3 ANCHOR ICC ESR-1385 C.8. SCREW ANCHORS: BASE MATERIAL PRODUCT REPORT# CONCRETE SIMPSON TITEN HD SCREW ANCHOR ICC ESR-2713 CONCRETE HILTI KWIK HUS-EZ SCREW ANCHOR ICC ESR-3027 MASONRY SIMPSON TITEN HD SCREW ANCHOR ICC ESR-1056 MASONRY HILTI KWIK HUS-EZ SCREW ANCHOR ICC ESR-3056 D. WELDING 0.1, ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION THEY ANTICIPATE EMPLOYING ON THE PROJECT, SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE FIELD WELDS TO AID ERECTION. DIVISION 6 - WOOD A. ROUGH CARPENTRY A.1. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS: JOISTS, BEAMS & STRINGERS: DOUGLAS FIR #2 6 INCH NOMINAL AND GREATER: DOUGLAS FIR #1 BUCKS, BLOCKING, BRIDGING AND MISCELLANEOUS: DOUGLAS FIR OR HEM FIR#3 STRIPPING: DOUGLAS FIR #3 2x4 STUDS: DOUGLAS FIR STUDS 2x6 STUDS: UOUGLAS FIR #2 SILLS, LEDGERS, STRIPPING, ETC, IN CONTACT PRESSURE TREATED HEM FIR #2 WITH CONCRETE, AND WOOD CURBS: PLATES AND HEADERS: KILN DRIED DOUGLAS FIR #2 POSTS, COLUMNS (SAWN): DOUGLAS FIR #1 ROOF,. FLOOR AND WALL SHEATHING: APA RATED SHEATHING, EXPOSURE 1, CONFORMING TO APA PERFORMANCE STANDARD PS 1-95 AND EXCERPT NER-108, SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING AND/OR SPAN RATING. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLESS OTHERWISE NOTED. USE SPACERS TO PROVIDE 1/8 INCH END AND EDGE JOINTS (114 INCH FOR JUMBO PANELS) WHENEVER SHEATHING IS EXPOSED TO WET WEATHER. FILL ANY JOINT SPACING OVER 3/81NCH UNLESS OTHERWISE APPROVED BY ENGINEER. INSTALL 2x4 OR THICKER BLOCKING AT UNSUPPORTED JOINTS IN WALL SHEATHING. BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON DRAWINGS. -ALL LSL SHALL BE MANUFACTURED BY TRUSJOIST. STUDS (2x4 AND 2x6): -Fb = 1700 PSI, E = 1,300,000 PSI, Fcll = 1835 PSI, Fv = 425 PSI STUDS (2x8): -Fb = 2250 PSI, E = 1,500,000 PSI, Fcll = 2150 PSI, Fv = 505 PSI COLUMNS/RIM/HEADERS - 9 1/2" DEEP: -Fb = 1700 PSI, E = 1,300,000 PSI, Fcll = 1835 PSI, Fv = 310 PSI BEAMS/HEADERS 9 1/2" AND DEEPER: -Fb = 2325 PSI, E = 1,550,000 PSI, Fv = 310 PSI A.2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL -MOUNTED ITEMS INCLUDING CABINETS, DOORSTOPS, ETC. A.3. CONNECTORS: A.3.a. TIE STRAPS, FRAMING ANCHORS, HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES, ETC., TO BE SIMPSON AS DETAILED, OR AS APPROVED. A.3.b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN. A.3.c, ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH'U' TYPE HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS, A.3.d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE "COMMON" NAILS UNLESS OTHERWISE NOTED. ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9.1, NAILING SCHEDULE. OBTAIN ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS. A.3.e. NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. CHECK AND RESINK IF NEEDED, IMMEDIATELY BEFORE ROOFING. A31 BOLTS - SEE DIVISION 5, METAL, A.3.g. CORROSION PROTECTION: A.3.g.a. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS WITH SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER OR HANGER MANUFACTURER (USE MOST CONSERVATIVE) FOR SPECIFIC WOOD TREATMENTS USED. A.3.g.b. MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 185 (SIMPSON ZMAX) OR ASTM A123. A.3.g.c, FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT -DIP GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER. A.3.9.d. HOT -DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM A153, STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316. A.3.g.e. HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE (E.G. HOT -DIP GALVANIZED NAILS WITH HOT -DIP GALVANIZED HANGERS). AA DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE, SHALL BE STACKED OR STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. A.S. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE DRILLED IN THE CENTER 113 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED BY ENGINEER, A.6. STUDS MAY BE NOTCHED IN THE LOWER 115 OF THE HEIGHT OF THE STUD FOR ELECTRIC AND PLUMBING PIPES, BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE WIDTH OF THE STUD. HOLES OF DIAMETERS UP TO 113 OF WIDTH OF STUD MAY BE DRILLED IN THE STUD. CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM CONCRETE: COMMENTS: DUR.: INSP. AGENCY: POST -INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN CONCRETE, PLACED DOWNWARDLY INCLINED PER ICC EVALUATION REPORT SEE NOTE 6, ITEM A P TESTING LAB POST -INSTALLED EXPANSIONIWEDGE ANCHORS IN CONCRETE PER ICC EVALUATION REPORT SEE NOTE 6, ITEM A P TESTING LAB STRUCTURAL MASONRY: VERIFY USE OF ENGINEER APPROVED SUBMITTAL SHOWING COMPLIANCE OF (fm) PRIOR TO CONSTRUCTION UNIT STRENGTH OR PRISM TEST METHOD P TESTING LAB PRISM PREPARATION AND TEST SPECIMENS SEE NOTE 6, ITEM B C TESTING LAB PREPARATIONS OF SITE -PREPARED MORTAR AND MORTAR JOINT CONSTRUCTION P TESTING LAB PLACEMENT OF MASONRY UNITS AND STRUCTURAL ELEMENTS P TESTING LAB PLACEMENT OF REINFORCING STEEL SEE NOTE 6, ITEM B P TESTING LAB GROUTING PROCESS AND GROUT SPACE PRIOR TO/AND DURING GROUTING OPERATIONS C TESTING LAB INSTALLATION AND GROUT PLACEMENT FOR CAST ANCHOR BOLTS AND EMBEDMENT PLATES C TESTING LAB POST -INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN MASONRY PER ICC EVALUATION REPORT SEE NOTE 6, ITEM A P TESTING LAB POST -INSTALLED EXPANSIONNVEDGE ANCHORS IN MASONRY PER ICC EVALUATION REPORT SEE NOTE 6, ITEM A P TESTING LAB POST -INSTALLED SCREW ANCHORS IN MASONRY PER ICC EVALUATION REPORT SEE NOTE 6, ITEM A P TESTING LAB ACCESS FLOORS: ' ANCHORAGE- SEE CONCRETE ABOVE. P TESTING LAB SPECIAL INSPECTION PROGRAM NOTES: 1. DURATION REFERS TO TIMEAND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. C = CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. P = PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: ENGINEER: VLMK ENGINEERING +DESIGN GEOTECHNICAL: N/A TESTING LAB: TO BE DETERMINED TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER I.B.C. SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE I.B.C.. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT (OR ENGINEER) SHALL CALL A PRE -CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR, AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS MEETING. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY THE LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS, ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR, AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE -CONSTRUCTION MEETING. D. THE SPECIAL INSPECTOR SHALL SUBMIT FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE. 5. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH INSPECTION. B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE, D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY THE I.B.C.: A. POST INSTALLED ANCHORS IN CONCRETE: AND MASONRY SHALL BE INSPECTED AS FOLLOWS: 1) PROVIDE 'CONTINUOUS'OR'PERIODIC' INSPECTION AS INDICATED IN THE SPECIAL INSPECTION TABLE (THIS SHEET). INSPECTIONS ARE TO BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRODUCT EVALUATION REPORT AND INSTALLATION INSTRUCTIONS. 2) A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE MAINTAINED ON THE JOB SITE. ICC EVALUATION REPORTS ARE AVAILABLE ONLINE AT VWVW.ICC-ES.ORG, AND IAPMO EVALUATIONS REPORTS ARE AVAILABLE AT VWWV.IAPMOES.ORG. 3) WHERE PERIODIC INSPECTION IS ALLOWED: • THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY MATERIALS AND PROCEDURES AS REQUIRED BY THE EVALUATION REPORT. • SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL ARE PERMITTED TO BE PERIODICALLY INSPECTED. • A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL PERFORMING THE ANCHOR INSTALLATION OR CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED. • FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD, THE SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION.. IF DISCREPANCIES ARE NOTED, CONTINUOUS INSPECTION SHOULD BE PROVIDED FOR ALL SUBSEQUENT ANCHORS. 4) ADHESIVE ANCHORS IN CONCRETE SHALL ADDITIONALLY CONFORM TO THE FOLLOWING: • CONCRETE IS TO HAVE A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION. • CONTINUOUS INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION. • INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-11, SECTION D.9.2.2. (NOT REQUIRED IN OREGON), • ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO UTILIZE A PISTON PLUG OR RETAINING CAP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. MASONRY INSPECTION AND TESTING REQUIREMENTS AREAS FOLLOWS: 1) PREPARE AND TEST MASONRY PRISMS FOR EACH 5,000 SQUARE FEET OF WALL DURING CONSTRUCTION IN ACCORDANCE WITH ASTM C1314 AS FOLLOWS: • SOLID GROUTED WALLS: (3) GROUTED PRISMS. • PARTIALLY GROUTED WALLS: (3) GROUTED PRISMS AND (3) UNGROUTED PRISMS. 2) PREPARE AND TEST (3) GROUTED PRISMS FOR EACH 5,000 SQUARE FEET OF WALL DURING CONSTRUCTION IN ACCORDANCE WITH ASTM C1019. 3) GROUT LIFT HEIGHT SHOULD NOT EXCEED 6 4" UNLESS THE FOLLOWING CONDITIONS ARE MET: • CONTRACTOR HAS OBTAINED APPROVAL FROM THE LOCAL BUILDING OFFICIAL. • COMPLY WITH TMS602 SPECIFICATION FOR MASONRY STRUCTURES, ARTICLE 3.5D. • PROVIDE INSPECTION OF REBAR PLACEMENT AT EACH BOND BEAM COURSE, AND USE BAR POSITIONERS AT 4'-0" O.C. MAXIMUM. • PROVIDE CLEANOUTS AT THE BOTTOM OF EACH VERTICALLY REINFORCED CELL. • GROUT LIFT HEIGHT SHALL NOT EXCEED 94'. DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN) ACCESS FLOOR, SEE ARCH. NOT BY VLMK. DEFERRED SUBMITTAL NOTES: 1. BIDDER DESIGN ITEMS (DEFERRED SUBMITTALS) SHALL BE DESIGNED BY, AND BEAR THE STAMP OF AN ENGINEER (PRODUCT ENGINEER) REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 2. THE SUBMITTAL SHALL CERTIFY THAT THE DRAWINGS HAVE NOT DEVIATED FROM THE VLMK DESIGN IN ANY WAY, OR SHALL CALL TO THE ATTENTION OF VLMK ANY DEVIATIONS THAT HAVE BEEN MADE. DEVIATIONS MADE SOLELY FOR CONVENIENCE OR WITHOUT GOOD RATIONALE MAY BE CAUSE FOR REJECTING THE SUBMITTAL. 3. THE PRODUCT ENGINEER SHALL NOT RELY ON A THIRD PARTY FOR INTERPRETATION OF VLMK'S DOCUMENTS AND DESIGN REQUIREMENTS. THE DEFERRED SUBMITTAL SHALL BE ACCOMPANIED BY A LETTER FROM THE PRODUCT ENGINEER INDICATING THAT THEY HAVE RECEIVED A COPY OF THE DESIGN DRAWINGS AND SPECIFICATIONS AND HAVE REVIEWED THEIR DESIGN FOR COMPLIANCE WITH THE DESIGN DOCUMENTS, CONTACT INFORMATION FOR THE PRODUCT ENGINEER SHALL BE PROVIDED WITH THE SUBMITTAL. FAILURE TO PROVIDE THIS INFORMATION MAY BE CAUSE FOR REJECTING THE SUBMITTAL. 4. SUBMITTAL DOCUMENTS SHALL BE REVIEWED BY THE CONTRACTOR AND SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD FOR REVIEW. AFTER REVIEW, AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE REVIEWED SUBMITTAL TO THE BUILDING DEPARTMENT FOR DEFERRED PERMIT APPLICATION. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. RECEIVEn CITY OF TUKWILA JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 �•VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.00m TETRA TIE -CH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 • •i •i • tkn 1 ISSUES & REVISIONS No. Date Description 1 06/03/19 ISSUE FOR PERMIT CCV p; CEO 27 2019 1 rf nk e•a EUILD:,<G DiVi:a:ONe SEAL SHEET TITLE [!TRUCTURAL NOTES AND SPECIAL INSPECTIONS SHEET NO. DRAWN: KRS REVIEWED: JCS PROJECT NO.: 20190072 ■ PROPRIETARY; NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 0 0-- 11 10 12 ° ° O 8 a ° ° o 7 0 0 0 0 g 1 To TGRADING 4 5°°ANCHOR UNIT TO SLAB WITH 3/4" DIAANCHOR UNIT TO SLAB WITH 3/4" DIA" CONCRETE SLAB WITH #5 AT 24" O.C. 0x 3 3f4" EMBED STAINLESS STEEL x 3 314" EMBED STAINLESS STEELRANSVERSE BARS AND AT 12" O.C. ANCHOR TRANSFORMER TO SHWEDGE ANCHOR IN EXISTING oWEDGE ANCHOR IN EXISTINGONGITUDINAL BARS OVER 6" O O o O O O WITH MIN (4) 5/8" DIA x 3 1/2" EMBED MOUNTING HOLES, MIN (4) PER SPLIT MOUNTING HOLES, MIN (6) PER SPLIT OMPACTED CRUSHED ROCK BASE - STAINLESS STEEL SIMPSON YPICAL FOR EQUIPMENT PADS, FRONT 1 'STRONG -BOLT 2'WEDGE ANCHOR, 0 LOPE 0.5% MIN, VERIFY WITH CIVIL VERIFY MOUNTING HOLES OR PLAN PROVIDE ANGLE BRACKET EACH I FRONT TEMPORARY CORNER, TYPICAL ° TRANSFORMER TEMPORARY (1500KVA) of GEN D1}0 METERING o z o m y0� 1750KW) FRONT FRO'T SWITCHBOARD o z L� 1 v 6 ~ UMCA0100 Gg SSGA0100 1 NEW OPENING IN -- PREVIOUSLY INFILLED SECTION AS NECESSARY, ADDITIONAL REINFORCING I 1 , I NOT REQUIRED (MAX GENAA110 1 OPENING SIZE OF 36" x 24") (1750KW) ANCHOR CONDENSER TO _ SLAB WITH 3/8" DIA x 2 112' EMBED STAINLESS STEEL 6 TYP I D50 CONCRETE WEDGE S3.0 ANCHOR EACH LEG,TYPICAL MIA& I FOUNDATION/EQUIPMENT LAYOUT PLAN GENERAL NOTES: 2.) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES. AREA OF WORK //-))O/g RECEIVED CITY OF TUKZtiILA JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK, ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www,vlmk.com Nm% TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 U xCV CI -/ CD w O cT J � cf) ono cy> Q 3: 1n Q Q Q o a Ca < LU' w F— C!3 ISSUES & REVISIONS --Ko7l Date Description 1 06/03/19 ISSUE FOR PERMIT CC''L' l;utl' r,I r;i':Y LP 27 «3 SEAL SHEET TITLE FOUNDATION AND EQUIPMENT PLAN 101 SHEET NO. DRAWN: KRS REVIEWED: JCS S1.0 PROJECT NO.: 20190072 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 107- a 107- m IN) C10 X 15.3 IN) C10 X 15.3 IN) CIO X 15.3 x TYR I 9-t- PA ui Ld w'4 N)ClOX T .3 m N)ClOX1 �3 w m TYR ? �'A I -Al NOTE: VERIFY UNIT (N)CI0X15.3 IN) CIO X 15.3 NOTE VERIFY UNIT di tl�- AND THIRD SUPPORT LOCATION W, TH ORIENTATIONAND THIRD SUPPORT LOCATION WITH 4 LSL 1.7E, TYPICAL \�(N)ClOX15.3 LSL I.7E, TYPICAL \�(N)CIOX15.3 (N) C10 X 3 N)CI0X15.3 L P, wo, V I i x Lj -3 [clox, �Vd - U1 !1.3 L-- N) ClOX N) C 1�1 N)710 N).lJX 1 (N) C10 X 153 (N)CIOX15.3 (N)CIOX15.3 (N)CIOX15.3 FUTURE 3-FAN FUTURE ERP UNIT, CONDENSER, TYPICAL TYPICAL EXISTING 2X4 SUBPURLINS AT 24" O.C., SEE NOTE 6, NEW 3-FAN CONDENSER, TYPICAL 1 NEW ERP UNIT, TYPICAL W = 1556 LBS, W = 340 LBS. TYPICAL THROUGHOUT W = 1556 LBS. W = 340 LBS. xf W7 FUTURE 3-FAN FUTURE ERP UNIT, CONDENSER, TYPICAL TYPICAL NEW CIO X 15.3 SECURED TO SIDE OF EXISTING 4 X 14 NEW ERP UNIT, TYPICAL NEW 3-FANCO ENSER, TYPICAL GLU-LAM BEAM HINGE AS OCCURS 1556 LBS. W - 340 LBS. PURLIN, TYP. �TUNITS SEE DETAIL W = 340 LBS. W = 1556 LBS. (N) C10 X 15.3 IN) Clo x 15.3 5/ (N) CIO X 15.3 N)l CIO X 15.3 30, L9 - 9-1E �7 TYP.. IN) L TCIOX IN) '>! 511 CIO X .3 CIO X 11. 3 TYR N, 53.0 IN) CIO X 15.3 N) C10 X .3 N) C10 X N)ClO 52 t� �j�'rtn�y' � m E m t1�� Z� m Z^C LLF Lj 1 ------ N) CIO X �3 lox .3 Ld x U! IN) C10 X 15.3 IN) CIO X 15.3 x Ld 24'-0" 24'1" 24'-6" ROOF FRAMING/EQUIPMENT LAYOUT PLAN LEGEND: INDICATES NEW CONDENSER UNIT INDICATES FUTURE CONDENSER UNIT GS (E) - INDICATES EXISTING ELEMENT (N) - INDICATES NEW ELEMENT GENERAL NOTES: 1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS, NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN, Z) REMOVE EXISTING SKYLIGHTS AS NECESSARY. INFILL HOLES WITH 2 X 6 SUB-PURLINS AND SIMPSON'LUS26'FACE MOUNT HANGERS. SHEATH WITH 1/2" APA RATED SHEATHING AND NAIL WITH 10d AT ALL PANEL EDGES AND 12" O.C. IN FIELD. 3.) EXISTING FRAMING DETERMINED FROM EXISTING 'AS -BUILT' DRAWINGS FROM 1990. 4.) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES. 5.) SEE DETAIL 7(S3.0 FOR CABLE TRAY SUPPORT STANCHION. SEE ARCH. DWG. FOR LOAD AND EXTENT. 6.) REVIEW EXISTING 2X4 SUB-PURLINS FOR DAMAGE, EXCESSIVE DEFLECTION, OR A SLIPPED END HANGER. REPLACE AS NECESSARY WITH 2x6 AND SIMPSON'LUS26'HANGER EACH END. 6.) NOTE: ALL WATERPROOFING OF ROOF CONNECTIONS BY OTHERS 7 6 A r*3 r- A t-A r- A A It% M 1Z EIVED TUIWALA is ) rr-T t-L/-My JUN 13 2019 I y 1K PLANA, 0/PERMIT '9 CENTER f 00- Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK VENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ■ ■ • ISSUES & REVISIONS - -0-- DateF-Description 1 06/03/19 ISSUE FOR PERMIT SEEP 27 2019 Cify cf Tvpkvi^!a P�Ijq SEAL c 5/30/19 ov 38-51.1 L 1IONAL SHEET 'TITLE ROOF FRAMING AND EQUIPMENT PLAN SHEET NO. DRAWN: KRS REVIEWED: JCS PROJECT NO.: ��.00,, S2.0 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. EXISTING 2 X 4 SUINURUNS AT T-O" 07 CONDENSING UNIT BY OTHERS SECURE EACH LEG OF UNIT TO SLEEPER WITH 1/2" DIA. X 4" LAG BOLT PEW SUPPORT FRAMING PER All, SECURE WITH SIMPSON 'LUS44' HANGER. TYPICAL 114'DIA. X 8" SIMPSON SIDS SCREW - SEE CONNECTION LAYOUT BELOW EXISTING-1 SECURE NEW CHANNEL PURLIN TO SIDE OF EXISTING 1 4. WATERPROOF UNIT PER PLAN A PURLIN WITH 1/4" DIA. X 3" ANCHORAGE THROUGH SIMPSONSDS'SCREWS SUPPORT LEG OF CAP FLASHING BY OTHERS EXISTING BEAM AT 12" O.C., ON 6" STAGGER, NEW CONDENSER PE;_PLAN A NEW SHEET METAL CAP FLASHING BY OTHERS EXISTING 4 X 14 AT EXISTING 2 X 4 X REDD. 8'-0-' O.C. TYPICAL AT 2'-0" O.C. I NEW CANT AND ROOFING. PATCH AS REQ'D. BY OTHERS NEW 6X6XREQ'D. \�NEW P.T. SLEEPER 3" (3) EQ. SPACES OREXISTING FRAMING. VERIFY UNIT ALIGNMENT TO ALLOW PLACEMENT BETWEEN L4 X 4 X 1/4 BUCKET SECURED TO EXISTING 2 X4 SUB-PURLINS EXISTING BEAM WITH 12 1/4" DJA.X3` SIMPSON'SDS'SCREWS UNIT WIDTH 6" As NECESSARY AT 4 X 4 SUPPORT HEADER LOCATIONS SECTION t—A\ SLEEPER CONDENSER SUPPORT DETAIL 2 SLEEPER DETAIL \,S 3. 9 S10-01.dwg 1- = 17 S\3. Oj , S10-02.dwq V V-0" 5/8" DIA. X 3 114" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, (4) PER SPLIT (6) 1/2" DIA. X 3- EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES (4) 1/2" DIA. X 3" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES MIN 5/8" DIA. X 3114" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, MIN. (4) TOTAL CNIVIE SECURE SLEEPER—/ WITH (4) SIMPSON 'A34'FRAMING PLATES SECURED WITH SIMPSON #9 X 1 1/2" SCREWS NEW 4 X 4 LSL BELOW EXISTING 2 X 4 -J WITH SIMPSOWLUS4X4' SUB-PURLIN AT2'- 0"O.C. FACE MOUNT HANGERS t�/n PER PLAN EXISTING PURLIN PER PLAN r3_'� CONDENSER SUPPORT DETAIL k0`2 111 1/2" DIA X 3" EMBED CONCRETE SCREW (7) MOUNTING ANGLES ANCHORS IN EXISTING BY EQUIPMENT HOLES, (15) TOTAL MANUFACTURER MOUNTING BRACKET WITH (8) J-1 HOLES, BY EQUIPMENT SWITCHBOARD ANCHORAGE B ATS UNIT ANCHORAGE O BATTERY CABINET ANCHORAGE (�CRAC ANCHORAGE............... UPS MODULE ANCHORAGE MIN 518" DIA X 3 1/4" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, MIN. (MAIN IS) (8) TOTAL SECTION) FLOOR STAND BY EQUIPMENT ME T B MANU FACTURER C r--\ CRAC ANCHORAGE (ON FLOOR ANCHORAGE DETAILS MIN 112" DIA. BOLTS IN EXISTING HOLES, MIN. (6) TOTAL MIN 1/2" DIA. X 3" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES EACH LEG, MIN. (8) TOTAL BOLT (2) UNITS IAMETER x 3" EMBED TOGETHER WITH 3/8" ONCRETESCREW DIAMETER BOLTS IN NCHOR IN EXISTING OLE AT EACH EXISTING HOLES ORNER H SMALL TRANSFORMER ANCHORAGE RPP UNIT ANCHORAGE NEW 6" CONCRETE SLAB WITH #5 AT 24"O.C. EACH WAY, EPDXY DOWEL MIN 4" INTO EXISTING SLAB NEW 6" CONCRETE ALL---___4 WITH #5 BARS AT 1 V O.C. EACH WAY, EPDXY DOWEL MIN 4" INTO 9 EXISTING WALL AND SLAB ALL SIDES EXISTING CONCRETE SLAB/DOCK LEVELER EXISTING CONCRETE TILT WALL 9 EXISTING EXTERIOR SLAB OR ASPHALT SECURE UNIT TO SLEEPERS WITH (4) 11/2" X I 112`X 12 GA. X 2" LONG CLIP ANGLES WITH (2) #9 X 1 1/2" SCREWS EACH LEG, NOTE: VERIFY COMPATIBILITY OF CONNECTION WITH EQUIPMENT CABINET INTERNALS. CONDENSING UNIT PER PLAN 6 X 6 X2'-6" MIN. LONG P.T. SLEEPER EACH END OF UNIT SEE DETAIL� 2 53=0 Sim, TYPICAL KEYNOTES 0 #3 AT 48"O.C. EACH WAY, MINIMUM 4" EPDXY EMBED DOWEL TO (EXISTING) SLAB 3 112'HOUSEKEEPING PAD WITH 43 AT 24'*O.C. EACH WAY AT TOP (EXISTING) CONCRETE SLAB JNOT E USE STAINLESS STEEL ANCHORS OR ALL EXTERIOR EQUIPMENT. I 3/8" DIA x 1 5/8" EMBED CONCRETE SCREW ANCHOR IN EXISTING HOLE AT EACH CORNER utl-tUuw,awg 16V_u COMPACTED CRUSHED ROCK DOCK LEVELER INFILL DETAIL \S 3. Q/ 1'-U' GENERATOR ASSEMBLY BY OTHERS SECURE GENERATOR ASSEMBLY WITH MIN (IT 518" DIA, X 3 1/2" EMBED LEG OF CONDENSING UNIT, BEYOND 3/8" DIA x MIN 3" EMBED LAG SCREW WITH PLATE WASHER AT EACH SLEEPER WATERPROOF UNIT ANCHORAGETHROUGH CAP FLASHING BY OTHERS SLEEPER PER DETAIL (2/S3.0), TYPICAL NEW CANT/CRICKET AND ROOFING BY OTHERS, TYPICAL STAINLESS STEEL SIMPSON 'STRONG -BOLT 2' WEDGE ANCHORS IN BOLT PATTERN EXISTING ON TANK FRAME, I VARIES SLAB AND REINFORCING PER PLAN 1'6 GENERATOR ANCHORAGE DETAIL \,S 3. (V SI0-05.dwg EXISTING CONCRETE TILT -UP PANEL CMU WALL INFILL PROVIDE (2) #5 BARS AT EACH SIDE OF OPENINGS, EXTEND BARS 32" PAST EDGE OF OPENING, TYPICAL -------------------- --------------------------------- ------ rq`Cmu INFILL AT OH DOORS \S,3.(Y CMU-INFILL.dwg 3/16" V-0" SUPPORT FRAMING PER PLAN CABLE TRAY ERP UNIT BY OTHERS 3/8" DIA BOLT WITH CHANNEL NUT AT EACH MOUNTING HOLE, (8) TOTAL UNISTRUT?1001T OR EQUIVALANT ACROSS CANTILEVERED STRUTS TO SUPPORT UNIT, 318" DIA BOLT TO CANTILEVERED STRUT EACH END UNISTRUT,Piooir OR EQUIVALANT EXTENDING FROM EXISTING SLEEPERS EACH SIDE OF UNIT (2) 518" DIA. THREADED ROD TYPICAL (2) 2" DIA. STD. STEEL PIPE TYPICAL "CHATSWORTH" TALL STAND PIPE, CABLE RUNWAY STANCHION RAISED COMPUTER ACCESS FLOOR BY OTHERS (4) 3/8" DIA. DROP -IN ANCHOR TYPICAL NOTE: STANCHION SUPPORT (4) 318" DIA. BASED ON 25 PLF CABLE TRAY EXISTING THREADED ROD WEIGHT WITH STANCHION CONCRETE FLOOR TYPICAL SUPPORTAT 8'-0" D.C. SEE ARCH. FOR EXTENT (�7 ELEVATION VIEW OF CABLE TRAY \S, 3. QJ cable-tray.dwg I.. 11-o. HOLD MORTAR BACK 1/2" AND CAULK AROUND PERIMETER OF PANEL AND CMU NOTE: SEE ARCH. FOR EXTERIOR FINISH REQUIREMENTS EXISTING EXTERIOR ASPHALT PAVING EXISTING 6" THICK CONCRETE TILT -UP PANEL SET BLOCK FLUSH TO INTERIOR FACE NOTE: LAP BARS IS" AS NECESSARY FOR BAR SPLICES AS REQ'D. #4 AT 24" O.C. IN GROUTED CELLS #4 IN POND BEAM AT48 O.C. EXISTING CONCRETE SLAB ON GRADE DOWEL VERT. & HORIZ. REINFORCING INTO EXISTING TILT -UP PANEL WITH 4" EMBEDMENT (SPECIAL INSP. REQ`D,) /�10 Cmu INFILL SECTION �,1=4; nECEIVEn \S,3.0 CMU-SECT.dwg I -0 F TUMVILA JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 tl VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www,vlmk,com TE-TPA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 CD C-4 cr C) U.j 0�i: CL (0 0 r,4- w zo— o) tm u) (n w < P x 0 Q co < c< LU o vJ ISSUES & REVISIONS NO.-T—D.te Description 1 06/03/19 ISSUE FOR PERMIT 7 T7 SEE L-P 27 20113 CifY Of Tukvffal SEAL SHEET TITLE L HVAC SUPPORT DETAILS SHEET NO. DRAWN. . KAN REVIEWED: ics PROJECT NO.: 20160480 S3.0 PROPRIETARY. NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. TTA ELECTRICAL SYMBOLS LEGEND (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON DRAWINGS) SINGLE POLE SWITCH 2OA. 120/277 VOLT. (MOUNTED AT 42" AFF) d$3 3-WAY SWITCH 2OA. 120/277 VOLT. (MOUNTED AT 42" AFF) p1 4-WAY SWITCH 2OA. 120/277 VOLT. (MOUNTED AT 42" AFF) d� SINGLE PHASE MANUAL MOTOR SWITCH STARTER WITH THERMAL OVERLOAD ELEMENT MOUNTED $ M 42"AFF, UNLESS NOTED OTHERWISE. DUPLEX RECEPTACLE: 20A, 125V, 3-WIRE, GROUNDING TYPE (NEMA #5-20R), MOUNTED +18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. QUAD RECEPTACLE: 20A, 125V, 3-WIRE, GROUNDING TYPE (NEMA #5-20R), UNDER A COMMON COVER PLATE MOUNTED +18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. C� SIMPLEX RECEPTACLE: 20A, 125V, 3-WIRE, GROUNDING TYPE (NEMA #5-20R), MOUNTED +18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. NEW DUPLEX OR QUAD. RECEPTACLE ON UPS PROTECTED SYSTEM: DEVICE COLOR RED: 20A, 125V, 3WIRE, GROUNDING TYPE MOUNTED 18"AFF TO CENTERLINE UNLESS SPECIFICALLY NOTED OTHERWISE. V IN N 5-20R . 'AC' INDICATES IG DUPLEX RECEPTACLE 20A 125 3WIRE GROUNDING TYPE (NEMA AC MOUNTED ABOVE COUNTER TOP. COORDINATE MOUNTING HEIGHT WITH COUNTER CONTRACTOR. 'IG' INDICATES ISOLATED GROUNDING TYPE, OGR GROUND FAULT CIRCUIT INTERRUPTER TYPE DUPLEX RECEPTACLE 20A, 125V, 3-WIRE GROUNDING TYPE. MOUNTED 18"AFF TO CENTERLINE, UNLESS NOTED OTHERWISE. $WP GROUND FAULT CIRCUIT INTERRUPTER TYPE DUPLEX RECEPTACLE MOUNTED IN A WEATHERPROOF GFI DEVICE BOX, 20A, 125V, 3-WIRE GROUNDING TYPE. COORDINATE MOUNTING WITH INSTALLATION LOCATION, 2'x4' FLUORESCENT FIXTURE I� Vx4' FLUORESCENT FIXTURE 2'x2' FLUORESCENT FIXTURE EMERGENCY LIGHT FIXTURE. (1) LAMP UNSWITCHED AND WIRED TO EMERGENCY SOURCE. REMAINING LAMPS SWITCHED AND WIRED TO NORMAL SOURCE. EMERGENCY WALL MOUNTED LIGHT FIXTURE. ALL LAMPS WIRED TO NORMAL AND EMERGENCY SOURCE. (DI WALL MOUNTED LIGHT FIXTURE Q RECESSED DOWN LIGHT OR INCANDESCENT LIGHT FIXTURE RECESSED WALL WASHER SURFACE MOUNTED BRACKET LIGHT ® EXIT LIGHT FIXTURE. COORDINATE EXACT LOCATION MOUNTING AND FACE COLOR WITH AUTHORITY HAVING JURISDICTION. PROVIDE ARROWS AS INDICATED ON PLAN. SHADED AREAS INDICATE REQUIRED FACES. POLE MOUNTED SITE LIGHTING FIXTURE TRANSFER SWITCH. SWITCH POSITION INDICATES NORMAL POWER SOURCE. 'ATS' DESIGNATION DENOTES AUTOMATIC TRANSFER SWITCH. a SINGLE PHASE OR THREE PHASE MOTOR WITH INDICATED HORSEPOWER NON -FUSED, HEAVY DUTY SAFETY SWITCH COMBINATION MAGNETIC MOTOR STARTER/DISCONNECT SWITCH FUSED, HEAVY DUTY SAFETY SWITCH ® MOTOR STARTER, TYPE AS INDICATED ON DRAWINGS _rj 120/208 OR 277/480 VOLT PANEL BOARD UNLESS NOTED OTHERWISE. SURFACE MOUNTED. TOP OF PANEL 72"AFF. 120/208 OR 277/480 VOLT PANEL BOARD FLUSH MOUNTED TOP OF PANEL 72"AFF. ^ ^ DRY TYPE TRANSFORMER. SEE ONE LINE DIAGRAM AND SPECIFICATIONS FOR TRANSFORMER INFORMATION. o FIXED MOUNTED CIRCUIT BREAKER. SEE ONE -LINE DIAGRAM AND SPECIFICATIONS FOR MORE ®� INFORMATION. GFA - GROUND FAULT DETECTION/ALARM. I FP GROUND FAULT INTERRUPTION, I L J I aFl BLOWN FUSE TRIP (SINGLE -PHASING PROTECTION) I 271V LIGHTNING ARRESTOR WITH INDICATED VOLTAGE u K# KIRK -KEY DESIGNATION AS SHOWN ON ONE -LINE DIAGRAM. '#' INDICATES KIRK -KEY LABEL IN SYSTEM. A# ONE -LINE DIAGRAM FEEDER/CIRCUIT CONTINUATION SYMBOL. A-XXX WHERE SHOWN ON ONE -LINE DIAGRAM, FEEDER/CIRCUIT SCHEDULE DESIGNATION. REFER TO FEEDER SCHEDULES FOR SIZE. GAP GENERATOR ANNUNCIATOR PANEL ELECTRICAL SYMBOLS LEGEND (CONT'D) - — — - CONDUIT CONCEALED IN OR BELOW FLOOR GRADE 1_z� CONDUIT IN CEILING OR WALLS SWITCH LEG ---A /- HOT [� HASH MARKS INDICATE NUMBER OF #12 CONDUCTORS IN CONDUIT (UNLESS NOTED OTHERWISE ON PLANS OR ONE LINE DIAGRAM) GROUND NEUTRAL SINGLE HOMERUN TO PANEL WITH CIRCUIT NUMBER AS INDICATED WHERE SINGLE HOMERUNS ARE SHOWN NEUTRAL AND GROUND CONDUCTORS SHALL NOT BE SHARED WITH OTHER CIRCUITS. 7- I ' ' MULTIPLE HOMERUNS TO PANEL WITH CIRCUIT NUMBERS AS INDICATED — T - CONDUIT EXPOSED —O CONDUIT UP CONDUIT DOWN OSD OCCUPANCY SENSOR SWITCHING DEVICE. REFER TO SPECIFICATIONS. ckOS# OCCUPANCY SENSOR. '#' DENOTES TYPE OF SENSOR. REFER TO SPECIFICATIONS. ARROW(S) INDICATE SENSOR ORIENTATION. EPO EPO SYSTEM PUSHBUTTON. 2 ® CHEMICAL GROUND ROD .O GROUND ROD HH GROUNDING HANDHOLE © OPEN OFFICE FURNITURE POWER POLE SUPPLIED WITH FURNITURE. © OPEN OFFICE FURNITURE COMMUNICATIONS POLE SUPPLIED WITH FURNITURE. Q LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC) CONNECTION TO EQUIPMENT. MAXIMUM LENGTH OF FLEXIBLE CONDUIT 6'-0". 4" SQUARE JUNCTION BOX RECESSED IN WALL UNLESS NOTED OTHERWISE. 1-1 4" ,j 1D2/6 JUNCTION BOX WITH CONDUIT FOR VOICE/DATA CABLING STUBBED TO ABOVE CEILING, SIZE AS INDICATED. PROVIDE BUSHING AT CONDUIT END ABOVE CEILING. NUMBERS ADJACENT TO DEVICE INDICATE QUANTITY OF VOICE AND DATA RECEPTACLES (I.E. - '12/6' = (12) DATA AND (6) VOICE). ELECTRICAL ABBREVIATIONS - A AMPS ASV ABOVE AC ABOVE COUNTER AFC AVAILABLE FAULT CURRENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT ARF ABOVE RAISED FLOOR AUX. AUXILIARY AWG AMERICAN WIRE GAUGE BRF BELOW RAISED FLOOR BC BELOW COUNTER BLDG BUILDING C " CONDUIT C.F.C.I. CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CH CHILLER CKT CIRCUIT CL CENTERLINE CLG CEILING COMP COMPRESSOR CONC CONCRETE COND CONDENSER CONN CONNECTION CT CURRENT TRANSFORMER CTV CABLE TELEVISION CTW COOLING TOWER DISC. DISCONNECT DS DISCONNECT SWITCH DN DOWN DTS DOUBLE -THROW SWITCH DWG DRAWING (E) EXISTING EA. EACH EC ELECTRICAL CONTRACTOR EDF ELECTRIC DRINKING FOUNTAIN EF EXHAUST FAN ELEC. ELECTRICAL ELEV. ELEVATOR EMT ELECTRICAL METALLIC TUBING ENL. ENLARGED E.O. ELECTRICALLY OPERATED EPO EMERGENCY POWER OFF EXH. EXHAUST EXIST. EXISTING FCU FAN COIL UNIT FLA FULL LOAD AMPS FLEX, FLEXIBLE FLR FLOOR FMS FACILITY MONITORING SYSTEM FS FUSED SWITCH FT FOOT/FEET FUE FUTURE GC GENERAL CONTRACTOR GFI GROUND FAULT INTERRUPTOR GND GROUND GNDG GROUNDING GEN. GENERATOR HP HORSE POWER C INTERMEDIATE CLASS J-BOX JUNCTION BOX KVA KILOVOLT -AMPS KW KILOWATTS LA LIGHTNING ARRESTOR LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT LRGST LARGEST LRA LOCKED ROTOR AMPS LTG LIGHTING LVL LEVEL MAX MAXIMUM MC MECHANICAL CONTRACTOR MECH MECHANICAL MIN MINIMUM MSGB MASTER STATION GROUND BAR M.O. MOTOR OPERATED MTR MOTOR MV MEDIUM VOLTAGE N.C. NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRICAL MANUF. ASSOC. NFPA NATIONAL FIRE PROTECTION ASSOCIATION NF NON -FUSED N.O. NORMALLY OPEN NIC NOT IN CONTRACT NTS NOT TO SCALE OAHU OUTSIDE AIR HANDLING UNIT O.C. ON CENTER O.F.C.I. OWNER FURNISHED, CONTRACTOR INSTALLED OHE OVERHEAD ELECTRIC PH PHASE PL PILOT LIGHT PROV'S PROVISIONS PVC POLYVINYL CHLORIDE CONDUIT PWR POWER RCPT RECEPTACLE REDUND. REDUNDANT RE: REFERENCE REQ'D REQUIRED REV REVISION RLA RUNNING LOAD AMPS RM ROOM RPM REVOLUTIONS PER MINUTE S.T. SHUNT TRIP STD STANDARD SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TRANS. TRANSITION IV TELEVISION TYP TYPICAL UGE UNDERGROUND ELECTRIC U.N.O. UNLESS NOTED OTHERWISE UTIL. UTILITY COMPANY V VOLTS VA VOLT AMPS VAV VARIABLE AIR VOLUME W WATTS WH WATER HEATER W/ WITH W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER Z IMPEDANCE CODES AND STANDARDS ALL ELECTRICAL WORK PREFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE 2017 VERSION OF THE NATIONAL ELECTRICAL CODE (INCLUDING ANY LOCAL CITY AND STATE AMENDMENTS), NFPA 70, ADA (AMERICAN DISABILITIES ACT) AND ALL LOCAL CODES AND ORDINANCES. PHRASES THE WORD "PROVIDE" AS USED IN THESE DRAWINGS SHALL MEAN "MATERIALS AND LABOR FURNISHED AND INSTALLED BY CONTRACTOR". THE PHRASE "OWNER PROVIDED/CONTRACTOR RECEIVED AND INSTALLED" AS USED IN THESE DRAWINGS SHALL MEAN EQUIPMENT IS PURCHASED AND SHIPPED BY THE OWNER AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO RECEIVE/OFFLOAD THE EQUIPMENT AND TO STORE THE EQUIPMENT IN A MANNER WHICH PROTECTS THE EQUIPMENT FROM ENVIRONMENTAL AND PHYSICAL HAZARDS. GENERAL SECURE AND PAY ALL NECESSARY PERMITS AND FEES WHERE REQUIRED FOR EXECUTION AND COMPLETION OF WORK AND INCLUDE IN COST OF BID. ALL EQUIPMENT SHALL BE NEW AND UNDERWRITERS LABORATORIES (U.L.) LISTED. ALL NEW EQUIPMENT AND DEVICES SHALL BE OF THE SAME MANUFACTURER AND QUALITY AS THE BASE BUILDING EQUIPMENT AND DEVICES UNLESS NOTED OTHERWISE. DETERMINE THE ARC FLASH HAZARD RATING FOR EACH NEW SWITCHBOARD, PANELBOARD, INDUSTRIAL CONTROL PANEL AND MOTOR CONTROL CENTER AND PROVIDE THE PROPER LABELING AS REQUIRED PER NEC ART. 110.16. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING OWNER AND BCEI REQUIREMENTS. WHERE A SHUTDOWN OF THE ELECTRICAL SYSTEM OR ANY OTHER SYSTEM IS REQUIRED THE SHUTDOWN WILL BE COORDINATED WITH AND APPROVED BY THE OWNER AND BCEI AT LEAST TWO WEEKS PRIOR TO THE SHUTDOWN. INFORMATION PROVIDED SHALL INCLUDE BEGINNING DATE AND TIME, THE DURATION AND THE AREA AND SYSTEMS AFFECTED. PROVIDE CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS AS SHOWN ON DRAWINGS. COORDINATE WITH OTHER TRADES FOR INSTALLATION. CONTRACTOR SHALL BE REQUIRED TO KEEP THE WORK INSTALLED BY HIM IN REPAIR AND PERFECT WORKING ORDER FOR ONE (1) YEAR FROM TIME OF COMPLETION AND FINAL ACCEPTANCE. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WITHIN THE SCOPE OF WORK. BY THE ACT OF SUBMITTING A BID, THE CONTRACTOR WILL BE DEEMED TO HAVE MADE SUCH EXAMINATION AND TO HAVE ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE ALLOWANCE THEREFORE IN PREPARING HIS BID. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH ALL TRADES ANY ELECTRICAL REFERENCES ON DRAWINGS VERIFY LOCATIONS OF ALL ELECTRICAL EQUIPMENT WITH DRAWINGS AND INTERIOR DETAILS AND FINISHES. IN CENTERING OUTLETS AND LOCATING BOXES AND OUTLETS, ALLOW FOR OVERHEAD PIPES, DUCTS, TRIM, PANELING, HUNG CEILINGS, AND THE LIKE AND CORRECT ANY INACCURACY RESULTING FROM FAILURE TO DO SO WITHOUT EXPENSE TO THE OWNER. THE CONTRACTOR SHALL RELOCATE NEW EQUIPMENT FIVE FEET IN ANY DIRECTION WHERE REQUIRED WITHOUT ANY ADDITIONAL EXPENSE. ON A DAILY BASIS AND AFTER COMPLETION OF WORK CLEAN UP THE RESULTANT DEBRIS FROM THIS WORK AND REMOVE FROM THE SITE. ALL WORK PERFORMED IN AN OPERATIONAL DATA HALL SHALL BE DONE IN A MANNER TO PREVENT THE PRODUCTION OF DUST. SUBMITTALS SUBMIT MANUFACTURER'S CATALOG CUTS AND SHOP DRAWINGS FOR THE EQUIPMENT AS INDICATED IN SPECIFICATIONS, GIVING FULL DESCRIPTION AND OTHER PERTINENT FACTS. THESE SHALL BE SUBMITTED TO BCEI AND THEIR REVIEW SECURED BEFORE APPARATUS IN QUESTION IS ORDERED, BUILT, OR INSTALLED. CONTRACTOR SHALL SUBMIT "AS -BUILT" DRAWINGS AT COMPLETION OF THE PROJECT. DRAWINGS SHALL BE SUBMITTED IN THE LATEST VERSION OF AUTOCAD FORMAT AND REPRODUCIBLE VELLUM. QUANTITIES AND TYPES OF SUBMITTALS SHALL BE AS REQUESTED. UTILITY COMPANY ARRANGE WITH THE LOCAL UTILITY COMPANY FOR NEW SERVICE AND COMPLY WITH THEIR REQUIREMENTS. PROVIDE ALL WORK NOT SHOWN OR SPECIFIED WHICH THE UTILITY COMPANY MAY DEEM NECESSARY TO FULFILL THEIR REQUIREMENTS. UTILITY COMPANY APPROVAL OF WORK SHALL BE OBTAINED. RE SAFING ALL PENETRATIONS IN FLOORS, WALLS AND CEILINGS SHALL BE ADEQUATELY CLOSED UP AND FIRE SAFED PER "ASTM" E814 (U.L. 1479) AND ALL LOCAL AND STATE CODES FIRE SAFING MATERIAL SHALL BE LISTED IN THE MOST RECENT FACTORY MUTUAL RESEARCH CORPORATION (FMRC) APPROVAL GUIDE. FIRE SAFING MATERIALS SHALL BE INSTALLED PER THE MANUFACTURER'S PUBLISHED DIRECTIVES AND SUITABLE FOR THE TYPE OF PENETRATING MATERIAL, AND RATING OF THE PARTITION. ELECTRICAL DRAWINGS THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF DOORS, WALLS, FURNITURE, EQUIPMENT, DUCTWORK, PIPING, ETC.. THE LOCATION OF RACEWAY SYSTEM COMPONENTS IS SCHEMATIC. THE EXACT LOCATION OF RACEWAY SYSTEM COMPONENTS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD. INTERPRETATION OF DOCUMENTS CAREFULLY COMPARE THE DRAWINGS AND SPECIFICATIONS, CHECKING THE REQUIREMENTS AND CONDITIONS UNDER WHICH THIS INSTALLATION IS TO BE MADE. FOR CLARIFICATION BETWEEN THE VARIOUS DRAWINGS, BETWEEN DRAWINGS AND SPECIFICATIONS, OR BETWEEN SECTIONS OF THE SPECIFICATIONS, THE MATTER SHALL BE REFERRED TO BCEI BEFORE ANY WORK IS EXECUTED. THE CONTRACTOR SHALL STATE TO MAKE THIS A COMPLETE, READY TO USE INSTALLATION. IF NOT STATED IN THE PROPOSAL, IT WILL NOT BE CONSIDERED EXTRA. MISCELLANEOUS SUPPORTING MEMBERS ALL ANGLES, CHANNELS AND OTHER MISCELLANEOUS STEEL, BOLTS, ROD, ETC.. REQUIRED TO SUPPORT LIGHT FIXTURES, LADDER TRAY, OR OTHER ELECTRICAL EQUIPMENT OR DEVICES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ELECTRICAL CONNECTIONS PROVIDE FINAL ELECTRICAL CONNECTIONS FOR ALL EQUIPMENT FURNISHED UNDER OTHER DIVISIONS. TERMINATIONS ALL LUGS SHALL BE 2-BOLT, LONG BARREL TYPE WITH INSPECTION HOLES PRODUCED WITH NON -FLASHING TYPE DYES AS MANUFACTURED BY 'THOMAS AND BETTS" OR U APPROVED EQUAL, MINIMUM 10 TONS OF COMPRESSION. INSTALL WITH NO DAMAGE TO THE LUG, CONDUCTOR OR INSULATION. PROVIDE LUGS FOR ALL CONNECTIONS TO SWITCHBOARDS, UPS'S, TRANSFER SWITCHES, DISTRIBUTION AND LIGHTING CLASS PANELBOARDS, TRANSFORMERS, ETC. THE USE OF MECHANICAL LUGS IS PROHIBITED. CABLING/CONDUCTORS UNLESS SPECIFICALLY NOTED OTHERWISE ALL CABLING SHALL BE 2-#12, 1-#12G, 3/4-EMT. WHERE ONLY TICK MARKS ARE INDICATED WITHOUT WIRE SIZES, ALL CABLES ARE #12. ALL #8 AWG WIRE AND LARGER SHALL BE STRANDED. ALL #10 AWG WIRE AND SMALLER SHALL BE SOLID. WIRE AND CABLE SHALL BE COPPER, TYPE THHN/THWN 600VOLT INSULATION, SIZES AS INDICATED ON DRAWINGS, AND SHALL NOT BE LESS THAN #12 AWG. COLOR CODING FOR WIRE AND CABLE SHALL BE AS FOLLOWS: 120/208V-BLACK, RED, BLUE, WHITE, FOR PHASES A, B, C, AND NEUTRAL, RESPECTIVELY. 480/277V-BROWN, ORANGE, YELLOW, GRAY, FOR PHASES A, B, C, AND NEUTRAL, RESPECTIVELY, WHERE THIS COLOR CODING DIFFERS FROM THAT REQUIRED BY THE LOCAL AUTHORITY, COMPLY WITH THE LOCAL AUTHORITY. ALL WIRE AND CABLE #16AWG AND LARGER SHALL HAVE COLOR CODED INSULATION. COLOR CODING, ONCE SELECTED, MUST BE USED CONSISTENTLY FOR THE ENTIRE PROJECT. PROVIDE IDENTIFICATION BY CIRCUIT NUMBERS IN ALL CABINETS, BOXES, WIRING TROUGHS, OTHER ENCLOSURES, AT ALL SPLICES, TERMINATION POINTS, ETC. LIMIT BRANCH CIRCUIT HOMERUNS TO A MAXIMUM OF THREE PHASE CONDUCTORS (ON DIFFERENT PHASES), INSTALL THREE INDIVIDUAL NEUTRAL CONDUCTORS (FOR EACH 120V OR 277V BRANCH CIRCUIT), AND GROUND CONDUCTOR(S) IN CONDUIT. "SHARED" NEUTRALS WILL NOT BE ALLOWED. CONDUCTORS OF DIFFERENT SYSTEMS (UPS, STANDBY POWER, NORMAL POWER) SHALL NOT SHARE RACEWAYS. VOLTAGE DROP 20AMP BRANCH CIRCUITRY SHALL BE AS INDICATED BELOW: A. 120/208 VOLT CABLING SHALL BE: B. 277/480 VOLT CABLING SHALL BE: 0' - 100' #12AWG 0' - 150' #12AWG 100' - 200' #10AWG 150' - 250' #10AWG 200' - 250' #8AWG 250' - 300' #8AWG GROUNDING GROUND ALL CONDUITS, CABINETS, MOTORS, PANELS, AND OTHER EXPOSED NON -CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ALL PROVISIONS OF THE NATIONAL ELECTRICAL CODE OR LOCAL CODE THAT MAY APPLY. PROVIDE GROUND WIRE FOR ALL BRANCH CIRCUITING AND FEEDERS, MINIMUM #12 AWG RACEWAYS WILL NOT BE ALLOWED TO BE THE SOLE GROUNDING PATH FOR ANY SYSTEM. HOUSEKEEPING PADS FLOOR -MOUNTED TRANSFORMERS, SWITCHBOARDS, MCC'S, UPS'S, BATTERIES, ETC. SHALL BE PLACED ON 3-1/2" HOUSEKEEPING PADS. #4 RODS SHALL BE CAST INTO FLOOR OR DRILLED TO TIE THE PAD TO FLOOR. SEE ARCHITECTURAL DRAWINGS. FLOOR -MOUNTED TRANSFORMERS ALL TRANSFORMERS SHALL BE SECURED TO THE HOUSEKEEPING PAD. THE PAD SHALL BE DRILLED TO ACCEPT EPDXY ANCHORS. THE USE OF HILTI TYPE EXPANSION ANCHORS IS PROHIBITED. VIBRATION ISOLATORS OR NEOPRENE GASKETS SHALL BE USED. SWITCHGEAR / MCC'S ALL SWITCHGEAR AND MCC INDIVIDUAL SECTIONS SHALL BE SECURED TO THE HOUSEKEEPING PAD WITH 4 EPDXY ANCHORS. ADDITIONALLY, EACH SECTION SPLIT OF GEAR SHALL BE SECURED BY BOLTS TO THE ADJACENT SECTION OF GEAR, ALL ANCHORS SHALL BE DRILLED INTO THE SLAB. VIBRATION ISOLATORS OR NEOPRENE GASKETS SHALL NOT BE USED, WALL -MOUNTED PANELBOARDS ALL WALL -MOUNTED PANELBOARDS SHALL BE SECURELY BOLTED TO WALLS BY A MINIMUM OF (4) BOLTS. ADEQUATE BLOCKING IN WALLS SHALL BE PROVIDED FOR PROPER SUPPORT OF PANELBOARDS, SHEETROCK SHALL NOT BE USED FOR SUPPORTS. CONDUIT RUNS CONDUIT RUN ON THE INTERIOR OF THE BUILDING SHALL BE EMT. CONDUIT RUN ON THE EXTERIOR SHALL BE IMC OR GRS. CONDUIT RUN UNDERGROUND SHALL BE SCHEDULE 40 PVC WITH PVC COATED GRS ELBOWS AND BENDS. PROVIDE "RED" CONCRETE ENCASEMENT WHERE CONCRETE ENCASEMENT IS INDICATED. MINIMUM SIZE CONDUIT 3/4', UNLESS OTHERWISE NOTED. TYPE MC CABLE WITH A MINIMUM #12AWG GROUND WILL BE ALLOWED FOR FIXTURE WHIPS ONLY, MAXIMUM 6'-0" LENGTH. TYPE AC CABLE WILL NOT BE ALLOWED. LIQUID TIGHT FLEXIBLE METAL CONDUIT (MIN. 18" LENGTH) SHALL BE USED FOR CONNECTIONS TO VIBRATING EQUIPMENT (MOTORS, TRANSFORMERS, ETC.). DO NOT TERMINATE IN OR FASTEN RACEWAYS TO MOTOR FOUNDATION. STEEL COMPRESSION CONNECTORS AND COUPLINGS SHALL BE USED FOR ALL EMT CONNECTIONS. FIRE ALARM, SMOKE DETECTION, FACILITY MONITORING, SECURITY AND OTHER SYSTEMS SHALL BE INSTALLED IN CONDUIT. OPEN WIRING OF ANY TYPE WILL NOT BE ALLOWED. NO RACEWAY SHALL BE WITHIN THREE INCHES (3") OF HOT WATER PIPES, OR APPLIANCES. RUN ALL RACEWAYS PARALLEL AND/OR PERPENDICULAR TO BUILDING WALLS, AVOID MOISTURE TRAPS. ROUTE CONDUITS AS CLOSE TO STRUCTURAL ROOF AS PRACTICAL. PROVIDE CONDUIT SEALS WHERE CONDUITS CROSS AREAS OF TEMPERATURE DIFFERENCES TO PREVENT CONDENSATION. PROVIDE WATERPROOF SLEEVES, AS APPROVED FOR ROOF, FLOOR AND WALL PENETRATIONS. PROVIDE SEPARE PULL/JUNCTION BOXES AND RACEWAYS FOR EACH FEEDER AND BRANCH CIRCUIT UNLESS SPECIFICALLY APPROVED BY BCEI. PULL/JUNCTION BOXES SHALL NOT BE SHARED. PULL/JUNCTION BOXES WITH SPACE DIVIDERS WILL NOT BE ALLOWED. FIRE ALARM FIRE ALARM DRAWINGS ARE NOT INCLUDED IN THIS SET AND ARE CONSIDERED A DEFERRED SUBMITTAL. FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION AND SUBMITTAL OF ALL DRAWINGS RELATED TO THE FIRE ALARM SYSTEM TO THE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL COORDINATE WITH FIRE ALARM CONTRACTOR AND RELATED DRAWINGS AND PROVIDE ROUGH -IN AS/IF REQUIRED. SECURITY SECURITY DRAWINGS NOT INCLUDED IN THIS SET AND ARE CONSIDERED A DEFERRED SUBMITTAL. SECURITY CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION AND SUBMITTAL (IF REQUIRED) OF ALL DRAWINGS RELATED TO THE SECURITY SYSTEM TO THE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL COORDINATE WITH SECURITY CONTRACTOR AND RELATED DRAWINGS AND PROVIDE ROUGH -IN AS/IF REQUIRED. DATA/VOICE/FIBER /BAS DATA/VOICE/FIBER/BAS DRAWINGS NOT INCLUDED IN THIS SET AND ARE CONSIDERED A DEFERRED SUBMITTAL. DATA/VOICE/FIBER/BAS CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION AND SUBMITTAL (IF REQUIRED) OF ALL DRAWINGS RELATED TO THE DATA/VOICE/FIBER/BAS SYSTEM TO THE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL COORDINATE WITH DATA/VOICE/FIBER CONTRACTOR AND RELATED DRAWINGS AND PROVIDE ROUGH -IN AS/IF REQUIRED. DEVICES ALL DEVICES SHALL BE RECESSED IN WALL WHEREVER POSSIBLE. CONDUIT SHALL BE CONCEALED IN WALL TO 10' AFF MINIMUM OR ABOVE FINISHED CEILING. DEVICES INCLUDE BUT NOT LIMITED TO RECEPTACLES, LIGHT SWITCHES JUNCTION BOX ROUGH -IN FOR SECURITY, DATA VOICE, ARE ALARM. PANELBOARD DIRECTORIES PROVIDE UPDATED, TYPED PANELBOARD DIRECTORIES. PROVIDE PHENOLIC LABELING ON ALL CFCI AND OFCI ELECTRICAL AND MECHANICAL EQUIPMENT. BREAKER TESTING E.C. RESPONSIBLE FOR HIRING INDEPENDENT 3RD PARTY TESTING AGENCY TO TEST ALL NEW, RELOCATED AND RE -ASSIGNED BREAKERS, 250A AND LARGER IN EXISTING, O.F.C.I. AND C.F.C.I. EQUIPMENT. PERFORM EACH VISUAL AND MECHANICAL INSPECTION'AND ELECTRICAL TEST INDICATED IN NETA ATS, SECTION 7.6 FOR MOLDED -CASE CIRCUIT BREAKERS (PRIMARY INJECTION). CERTIFY COMPLIANCE WITH TEST PARAMETERS AND SUBMIT TEST RESULTS TO BCEI FOR INCLUSION IN COMMISSIONING DOCUMENTATION. TESTING TO BE PERFORMED IN A TIMELY MANNER SO AS NOT TO INHIBIT THE PROGRESS OF THE PROJECT. ELECTRICAL SHEET INDEX. ED.1 ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS EO.2 ELECTRICAL SPECIFICATIONS EO.3 ELECTRICAL SPECIFICATIONS E1.1A ELECTRICAL ONE -LINE DIAGRAM E1.1 B ELECTRICAL ONE -LINE DIAGRAM E1.1C ELECTRICAL ONE -LINE DIAGRAM 1. GROUNDING ONE-LINE E 2 ELECTRICAL GROIAGRAM D E2.1 ELECTRICAL POWER PLAN E2.2 ELECTRICAL LIGHTING PLAN E2.3 ELECTRICAL GROUNDING PLAN E2.4 ELECTRICAL CONDUIT PLAN E2.5 ELECTRICAL ROOF PLAN E3.1 ELECTRICAL DETAILS E3.2 ELECTRICAL DETAILS E3.3 ELECTRICAL DETAILS E3.4 ELECTRICAL DETAILS E4.1 ELECTRICAL SCHEDULES E4.2 ELECTRICAL SCHEDULES E4.3 ELECTRICAL SCHEDULES FIRE DETECTION/SUPPRESSION/ALARM WILL BE PROVIDED AS A DEFERRED SUBMITTAL FOR THIS PROJECT. ALL EQUIPMENT WILL BE IDENTIFIED, LABELED, LISTED, APPROVED AND INSTALLED BY DEFINITION OF THE 2014 NEC THE ELECTRICAL CONTRACTOR IS TO PROVIDE AT A MINIMUM THE SERVICES OF TWO JOURNEYMAN ELECTRICIANS FOR (8) TEN HOUR DAYS EACH TO ASSIST IN THE COMMISSIONING OF THIS PROJECT. THE ELECTRICAL CONTRACTOR IS TO INCLUDE IN HIS COST THE RENTALS OF (4) 1000KW LOAD BANKS FOR 5 DAYS. ALSO TO BE INCLUDED IS ALL NECESSARY CABLING, CAMLOCKS, TEMPORARY LUGS, ETC. TYPICAL COMMISSIONING SERVICES WILL BE OPERATING BREAKERS, REMOVING PANEL COVERS, PROVIDING THERMAL SCANNING AND REQUIRED REPORT, ETC. PRIOR TO COMMISSIONING THE ELECTRICAL CONTRACTOR IS TO VERIFY ALL SYSTEMS WITHIN HIS SCOPE OF WORK ARE COMPLETE AND FUNCTIONING PROPERLY. THE ELECTRICAL CONTRACTOR WILL MAKE HIMSELF AND STAFF FAMILIAR WITH THE COMMISSIONING SCRIPTS AS PROVIDED BY BCEI CABLES FOR LOAD BANKS WILL BE OF SUFFICIENT LENGTH TO LOCATE LOAD BANKS OUTSIDE OF THE DATA HALL. THE ELECTRICAL CONTRACTOR IS TO PROVIDE WRITTEN MOPS FOR ALL WORK REQUIRING CONNECTIONS AND/OR TERMINATIONS TO EXISTING EQUIPMENT, WHETHER THE EXISTING EQUIPMENT IS SERVING LOAD OR NOT. THE MOPS SHALL BE SUBMITTED TO BCEI IN A TIMELY MANNER FOR REVIEW, COORDINATION AND APPROVAL. nECEIVEn CITY OF Tumvt1-A JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 N z _¢_.I W �t 0 0° J _ ((� Q A 6 Q ~ � J f� C'7 5 I— W U W Uj C0 , ISSUES & REVISIONS Na Date Description 1 06/03/19 ISSUE FOR PERMIT SEP 27 " jill ml EsE'r rrri s OTESTS& RICAL SYMBOLS, ABBREVIATIONS Ile SE�TNO. DRAWN: SMP REVIEWED: GSS PROJECT NO.: C1766.00 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ELECTRICAL SPECIFICATIONS C. SPLICES: Provide a nominal 3-1/2` high, 2500 PSI (28 Day) concrete reinforced pad PART I: GENERAL -ELECTRICAL with number 6 welded wire mesh. The pad shall conform to the shape of Put circuits and equipment into service under normal conditions, Splices, where required, shall be fully made up in outlet boxes with the transformer and extend at least 3 inches beyond the length and width 1-1 DESCRIPTION: collectively and separately, as may be required to determine satisfactory compression crimp -on type splice connectors and at least 12 inches of the transformer. All corners of the pad shall be rounded. operation. Demonstrate equipment to operate in accordance with tagged end left for the fixture hanger. Where local requirements All work on these drawings shall be done in strict accordance with these requirements of these specifications. Perform tests in the presence of specify certain colors for phases and neutral, etc., these shall Install floor mounted transformers on properly sized rubber -in -shear specifications. All work fairly implied as essential to the complete BCEI. Furnish instruments and personnel required for tests. become the standard for this project. vibration isolators. functioning of the electrical systems shown on the Drawings and Trapeze mounted transformers shall use rubber -in -shear hangers. Wall Specifications shall be completed as part of the work of this Division At the time designated by BCEI, the entire system shall be Joints and splices will not be permitted in mains or feeder. Joints mounted transformers shall not be mounted directly to the wall without unless specifically stated otherwise. It is the intention of the Drawings inspected by the Architect and Engineer. The contractor or his in branch circuits will be permitted where branch circuits divide, vibration isolation. and Specifications to establish the types of the systems, but not set representative shall be present at this inspection. and then shall consist of one through -circuit to which the branch forth each item essential to the functioning of the system. In case of shall be spliced. Joints shall not be left for the fixture hanger Route conductors in a minimum of 2 feet of flexible steel conduit to doubt as to the work intended, or in the event of amplification of Panelboards, switches, fixtures, etc., shall be cleaned and in operating to make. Fit joints and splices with Buchanan Series "2000' transformer enclosure. Provide grounding conductor sized per NEC, clarification thereof, the Contractor shall call upon BCEI for condition. Certificates and documents required hereinbefore shall be in solderless connectors complete with insulating caps or properly connected to the building grounding electrode system. supplementary instructions, Drawings, etc. order and presented to BCEI prior to inspection. sized wire nuts. Panel covers, junction box covers, etc., shall be removed for visual 2-8 PACKAGED DIESEL ENGINE GENERATORS 1-2 WARRANTY: inspection of the wire, bus bars, etc. 2-6 WIRING DEVICES: The undertaking of the work described in this Division shall be considered After the inspection, any items which are noted as needing to be changed Acceptable manufacturers are Hubbell, or Pass & Seymour. Generator provided by BCEI, received and installed by contractor. Generator equivalent to the issuance, as part of this work, of a specific guarantee or corrected in order to comply with these specifications and the drawings shall be MTU, 600kW, rated for continuous standby service, 3-phase, extending one year beyond the date of completion of work and acceptance by shall be accomplished without delay. A. SWITCHES 8 P.F., 480/277VAC, 60 cycle. Generator shall contain but not limited to the Owner, against defects in materials and workmanship. Materials, following accessories: battery charger, day tank, engine generator set, muffler, appliances and labor necessary to effect repairs and replacement so as to PART 2: PRODUCTS - ELECTRICAL Furnish and install generally where indicated on the Drawings. remote annunciator, remote stop switch, starting battery, jacket water heater, maintain said work in good functioning order shall be provided as Coordinate final color and exact locations with architect. output circuit breaker, customer communication module, and fuel priming pump. required. Replacements necessitated by normal wear in use or by Owner's 2-1 ALL PRODUCTS: abuse are not included under this guarantee. Wall switches shall be 20 amp, 120-277 volt and shall be Hubbell Contractor shall obtain from BCEI a copy of the generator submittal. Contractor All products shall be listed by Underwriter's Laboratories and have the Style Line Series 21 or equal as follows: responsible for coordinating with shop drawings all installation requirements for complete 1-3 PROJECT CONDITIONS: U.L. label affixed. installation, including, but not limited to: all control wiring, remote monitorring 1. SINGLE POLE SWITCHES: 2121-W, White. installation and wiring, control wiring between generator and (2) transfer switches, Visit the site of the proposed construction in order to full understand P R Y 2-2 RACEWAYS AND FITTINGS: 2. DOUBLE POLE SWITCHES: 2122-W, White. grounding per N.E.C., and connection of power to all locations on generator not the facilities, difficulties and restriction attending the execution of 3. THREE WAY SWITCHES: 2123-W, White. already included. Coordinate remote monitorring requirements with systems the work. No additional compensation will be allowed this Contractor for Except as noted or otherwise specified, all wiring shall be installed in 4. FOUR WAY SWITCHES: 2124-W, White. monitorring contractor and Cummins. work or items omitted from his original Proposal due to his failure to galvanized rigid steel conduit or electrical steel tube (EMT) of the inform himself regarding such matters affecting the performance of the proper size to contain the number of conductors required in B. DIMMERS: Contractor responsible for coordinating with, and assisting, Cummins during all testing work in this Contract or necessary for the installation and completion of accordance with the latest edition of the N.E.C. Where conduit sizes are procedures and submitting reports. These tests include Field Tests and Observation the work included herein, shown on the drawings, those shall take preference. Provide Lutron "NOVA T Star' series wall box dimmers sized to handle Reports, Certified Test Reports, Certified Summary of Performance Tests, 1-4 PERMITS AND FEES: Provide EMT in sizes up to 4 inches when concealed or not exposed to the load. Gang dimmers without removing heat sink fins and mount under a common Lutron coverplate. Factory Test Reports, Exhaust Emissions Test Reports, Certification of Vibration Compatibility, and Sound Measurement Test Report. damage; Rigid steel, galvanized for underground use, where exposed to The contractor shall arrange and pay for all permits, fees, tests, and all damage, or in exterior applications; Rigid galvanized steel where C. RECEPTACLES: inspections as required by governmental authorities. embedded in concrete or masonry construction. 2-9 GROUNDING: 1-5 COORDINATION WITH FIELD CONDITIONS: Minimum size hall be 3 4 inch exce t for fixture whi s not exceedin 6'- s / P R 9 Furnish and install generally where indicated on the Drawings. Coordinate final color and exact location with architect. Provide electrical service, equipment and wiring device grounding as Contractor shall review all pertinent Drawings and adjust his work to all 0" long. Branch circuits run underground shall be run in Carlon Schedule 40 PVC conduit. Install ground wire in accordance with NEC table 250-95. Receptacles shall be Hubbell or equal as follows: 1.Duplex 20A-125V-self grounding: 2162-W (White, Nema shown, scheduled and as specified. conditions shown there on. All conduit systems shall utilize compression type fittings. configuration 5-20R). The types of grounding include, but are not limited to, the grounding Discrepancies between Plans, Specifications, and actual field conditions P P Conduit shall be run concealed in finished areas. Conduit may be exposed 2. Simplex 20A-125V-Self Grounding: 2161-W (White, Nema configuration 5-20R). bonding of all equipment devices, building steel piping, and as required by the National Electrical Code, Local Inspection Department and Power shall be brought to the prompt attention of BCEI. in mechanical rooms and where otherwise indicated. In finished areas with 3. Isolated grounding 20A-125V: IG-2162 (Orange, Nema Company. A grounding conductor is required for all feeders and circuits. Approximate location transformers, feeders, branch circuits, lighting no suspended ceiling, all conduit shall be painted to match ceiling. configuration 5-20R.) 4. Clock hanger receptacle 20A-125V: 5361-CH (Brown with stain Provide grounding products manufactured by Copperweld and Cadweld. and power outlets panels, outlets for special systems, etc., are indicated on the Drawings. However, the Drawings, do not give complete and accurate Concealed conduit shall run in as direct manner with as long bends as finished stainless steel plate with hanger, Nema configuration 5-20R } Ground rods shall be 3/4" inch diameter by 10 feet long construction with detailed locations of such outlets, conduit runs, etc., and exact locations must be determined b actual field measurement. Such locations possible. Exposed conduit shall be run parallel with, or at right angles . 5. Ground fault circuit interrupter (eight receptacle 20ration ; copper jacket and a steel core. Ground clamps shall copper except for Y will, at all times, be subject to the approval of BCEI. to the lines of the building; and all bends shall be made with standard conduit ells or conduit bent to not less than same radius. Not more than GF-5362-W. (White with indicator light Nema Configuration 5- 20R, with "Feed through" connectors capable of protecting steel or iron pipes in which the clamps shall be galvanized iron. iz Conductors shall be connected by means of an approved pressure connector Communicate with BCEI and secure approval of any outlet equivalent of four quarter bends shall be used in any run between terminals and cabinet, of between outlet or junction boxes. Approved connected downstream receptacles on a single circuit, and of P being installed in 2-3/h deep outlet box without adaptor}. or clamp. (light fixture, receptacle, switch, etc. location about which there may (9 P ) Y conduits shall be used in lieu of conduit ells where ease of installation t 6. Equipment receptacles shall be coordinated with Perform aground resistance test using a Biddle megger. The system be the least question. Outlets obviously placed in a location not and appearance warrants their use. Conduit joints shall be made with owner/manufacturer requirements and the correct and resistance shall not exceed 5 OHMS. Provide additional electrodes as suitable to the finished room or without specific approval, shall be removed and relocated when so directed by BCEI. Location ofP approved couplings and unions. appropriate rece tacle and cover late then installed. P required (refer to 250-84 of the NEC). Test shall not be conducted light fixtures shall be coordinated with reflected ceiling plans. Provide #30 nylon pulling line in all conduits in which permanent wiring D. PLATES: following wet weather. Provide personnel and instruments to conduct these tests and submit certified test for review. is not installed. 1-6 SUBMITTALS: 1. Furnish and install plates on all outlet boxes. A. BUILDING STEEL AND PIPING SYSTEM: Install a bonding jumper between Contractor shall provide six sets of submittals, shop drawings, Branch circuit conduits installed in concrete slabs on fill or grade shall be positioned in a manner to ensure complete concrete cover. In no case 2. Plates in offices and similar finished areas shall be Hubbell building steel and metallic piping systems to bond them to the electrical system. descriptive literature, physical data and a specification critique for the shall such conduits be exposed below or above the slab surfaces, or smooth thermo-plastic. 3. Wet Locations: Provide Toymac or Carlon Nema 3R, impact grounding following items: penetrate the waterproof membrane. resistant polycarbonate enclosure. Enclosure shall be B. NEUTRAL: The neutral shall be grounded only at the service entrance suitable for wet locations when in use. and other separately derived systems. The neutral shall be kept Conduit Accessories At locations where feeder, or other large conduits, must pass through 4. Provide Hubbell stainless steel type 302/304 coverplates separate from the grounding system and shall not be used as a and Grounding Components slabs on fill or grade, the conduit shall be PVC coated rigid galvanized steel, extended 6 inches into the earth, and 2 inches above exposed installed in kitchens. ground. Lighting Controls surface of slab. 5. Indoor Exposed Raceway Systems: Stamped sheet metal, sized to match box without overlapping sharp edges. C. GROUNDING SEPARATELY DERIVED ALTERNATING CURRENT SYSTEM Heavy Duty Disconnect Switches Lighting Fixtures and Lamps Fire Alarm System All conduit shall be securely fastened and supported using hot galvanized E. Floor boxes shall be cast iron as manufactured by Hubbell and as TRANSFORMERS: The center point (neutral) of each wye connected malleable iron one -hole pipe straps, clamps, hangers or other means indicated below: (Note: If floors are wood, provide a Hubbell cast transformer shall be bonded to the case and a grounding electrode rov engineer. Supports shall be as required b NEC Table pproved by the g pp q Y iron floor box and flush cover designed for this application.) conductor. The grounding electrode conductor shall be connected to Any deviations from the specified items shall be listed on the cover sheet The two 346-12. Tie wire shall not be used as support or securing means. Support conduit independently of ceiling hanger wire. 1. Slab at grade dual level, full adjustable type 1 9 ( Y YP )� building steel, a ground rod or the building grounding system, if building steel or ground rod are not possible. and clearly itemized for all deviations. contractor shall provide copies of owner's manuals to the architect upon completion of the work. 1 a. Single gang: #8-2436 w #SB-3083 carpet flange. 2-3 OUTLET AND JUNCTION BOXES: b. Two gang: #B-4233 w/ SB-3084 carpet flange. D. GROUNDING CONDUCTOR: A grounding conductor and metallic conduit 1-7 SUBSTITUTIONS Provide an approved galvanized outlet box with adequate volume for number c. Three gang: #B-4333 w/#SB-3085 carpet flange. 2. Slab above grade (shallow, semi -adjustable, type 11) system shall bond all equipment served by the electrical system. Provide a flexible bonding jumper for isolated metallic piping and A. The names, manufacturers, and model numbers have been used in the of conductors concerned. a. Single an B-2414 w SB-3083 carpet flan 9 gong: # # P 9e. ductwork and around expansion fittings and joints. P 9 Contract documents to establish types of equipment and standards of quality. Where more than one manufacturer is named for a specific Provide standard galvanized switch boxes of the required number of gangs. b. Two gang: #B-4214 w/VSB-3084 carpet flange. c. Three an B-4314 w SB-3085 carpet flange. gang: # %# P 9 E. CONDUIT GROUNDING BUSHING: item of equipment, only one of the specified manufacturers will be Switch boxes for exposed wiring shall be handy boxes or approved equal. 3. Cover plates shall have brass finish as follows: P Conduit terminating in equipment that has aground 9ndinbus such as considered for approval. Where onl one manufacturer is mentioned Y with the phrase or approved ague) Contractor may submit an Outlet boxes for receptacles shall be similar to Universal 52151 with a. S-3825 for duplex flap for duplex receptacles. b. S-2425 for data/communications. switchboards, panelboards, etc., shall have grounding bushings , alternate manufacturer for consideration, provided the following suitable raised cover. Receptacle boxes on exposed wiring shall be handy boxes or approved equal. c. Provide appropriate coverplate for special purpose installed. Ground each conduit b means of a grounding bushing and 9 9 9 to the round bus in the equipment. conditions are met: receptacles. g 1. Submit alternate equipment with complete descriptive data in shop drawing form. Provide sample of equipment upon request Weatherproof boxeswherenecessary shall be FS or FD• Unless noted to the contra on lans, or directed otherwise durin ry P 9 F. MOTORS: The frame of all motors shall grounded. for review by Architect. Samples will be returned if requested in writing. Outdoor boxes shall be NEMA 3R, with conduit connections made by Myers the progress of the Work, wiring devices shall be set as follows: 1. Switches 42 inches above finished floor. 2. Alternate equipment must be equal from the standpoint of Hubs. 2. Duplex and single receptacles 15 inches above finish floor P 9 P H. REMOTE PANELBOARDS: Provide a grounding electrode conductor at all remote panels as required b the NEC. P 9 Y materials, construction and performance. See notes and details on Drawings for special box requirements. except where located above counters or interferes with shelving or as required by local codes. B. The Architect and Engineer shall be the sole judge of quality and shall Provide junction boxes required to facilitate installation of the various 3. Wall telephone outlets, except where counters or shelving interferes 15 inches finished floor. 1. LIGHTING FIXTURES: All light fixtures shall be grounded. Flexible fixture whips are not considered to be grounded. equivalence of equipment, and methods. conduit systems. Provide support boxes required for risers, each complete above 4. At locations above counters, set devices 1 foot-0 inches above 1-8 QUALITY ASSURANCE: with approved cable supports as described elsewhere in this Division, counter tops, verify exact mounting height with the architect. J. RECEPTACLES: All receptacle shall be grounded. Receptacles shall use an approved grounding yoke. All work shall be performed in accordance with all state, local & federal Outlet boxes for drywall shall be standard galvanized switch boxes. 2-7 DRY -TYPE TRANSFORMERS: 2-10 PANELBOARDS: codes and all authorities having jurisdiction, including but not limited to: Provide coverplates for all outlet boxes. Transformers provided by BCEI, received and installed by contractor. Provide junction boxes and conduit system for all electrical systems: Transformers shall operate at 60 Hertz. All transformers shall be Panelboards provided by BCEI, received and installed by contractor. Power National Electrical Code (NEC) (i.e. electrical, sound, security, fire alarm, CCTV, cameras, CAN, manufactured with standard materials. distribution panelboards shall be equipped with fusible switches or American Society for Testing and Materials (ASTM) intercom). circuit breakers as shown on the one line diagram. Panelboards shall be Underwriter's Laboratories, Inc. (UL) All cores shall be constructed of high grade, non -aging silicon steel with equipped with thermal -magnetic, molded case circuit breakers of frame Insulated Power Cable Engineer's Association (IPCEA). 2-4 PULL BOXES: high magnetic permeability, and low hysteresis and eddy current losses. and trip ratings as shown on the schedule. Manufacturer shall be the National Electrical Manufacturer's Association (NEMA). Magnetic flux densities are to be kept well below the saturation point. same as the manufacturer of the equipment furnished by the owner. Institute of Electrical and Electronic's Association (IEEE). Pull boxes shall be provided for conduit systems as required and shall be The core laminations shall be clamped together with structural steel American National Standards Institute (ANSI). National Fire Protection Association (NFPA). constructed of galvanized steel of not less than gouge and size specified by National Electrical Code. angles. The completed core and coil shall be isolated from the base by means of rubber, vibration -absorbing mounts. There shall be no metal -to- Ponelboard bus structure and main lugs or main breaker shall have current City of Houston Building Code Where two or more feeders pass through a common pull box, they shall be metal contact between the core and coil and the enclosure. The vibration isolating system shall be designed to provide a permanent fastening of the ratings as shown on the panelboard schedule. Such ratings shall be established by heat rise tests with maximum um hot spot tem temperature on any 1-9 SLEEVES, CUTTING AND PATCHING: tagged to indicate clearly their electrical characteristics, circuit core and coil to the enclosure. Sound isolating system requiring the connector or bus bar not to exceed 50*Crise above 4em ambient. Heat rise test shall be conducted in accordance with Underwriters Laboratories This Section shall be responsible for the placing of sleeves for all number, and panel designation. complete removal of all fastening devices will not be accepted. Windings shall be copper or electrical grade aluminum terminated on tin plated or Standard UL 67. The use of conductor dimensions will not be accepted in conduit passing through walls, partitions, beams, floors, roof, etc. 2-5 WIRE AND CABLE: copper bars. Foil windings are not acceptable. lieu of actual heat tests. All current carrying parts of the bus shall be tin plated copper. Sleeves through below -grade walls shall be as specified and detailed on the plans. All wire shall be new and continuous without weld, splice, or joints throughout its length. It must be uniform in cross-section, free from The transformer core shall be visibly grounded to the enclosure by means of a flexible grounding conductor sized in accordance with NEMA, IEEE and Bus structure shall be insulated. Bus bar connections to the branch All cutting and patching will be done under another Division, but this flaws, scales and other imperfections. ANSI standards. circuit breakers shall distributed phase or phase sequence type and shall accept bolt -on circuit breakers for lighting and appliance Section will be responsible for timely performance of this work and layout panelboards. of holes and settingsleeves. Wire shall be soft drawn, annealed, 98% pure copper, with tin coating, Transformer coils shall be of continuous -wound type construction and shall Aluminum wiring is not acceptable. be impregnated with non -hygroscopic, thermo-settin varnish. 9 Provide a bare uninsulated and/or insulated ground bus and full or double 1-10 EXCAVATION AND BACKFILL: Acceptable manufacturers for conductors and cables include, but are not limited to, Transformers shall be enclosed in drip -proof, metallic enclosures designed size neutral bus as required and indicated in each panelboard schedule. Trenching and backfilling and other earthwork operations required to install the facilities specified herein shall conform to the applicable Alcon Aluminum Corporation, American Insulated Wire Corporation, General Cable Corporation, Senator Wire and Cable Company, and Southwire Company. Each panelboard shall have an engraved bakelite nameplate. Nameplates requirements of Division 2 (95% of maximum standard density). Where to provide for air cooling and prevent accidental contact with live shall be white with black letters and show panel designation. Nameplates trenching or excavation is required in improved areas, the backfill shall Acceptable manufacturers for connectors and splices shall be AMP, Hubbell/Anderson, conductors. Wiring compartment shall be located below the core and coil shall be attached with stainless steel screws. be compacted to a condition equal to that of adjacent undisturbed earth O.Z. Gedney, and 3M Company. and cooled by air circulation or insulated from the core and coil by means of a suitable thermal insulation barrier. Transformer exposed to weather Place a neat, carefully typewritten directory card identifying the load A. TYPES: or installed in a sprinkled area shall have rain shields on all openings. served by each branch circuit in the frame on the panel door, under a and the surface of the area restored to the condition existing prior to Entire transformer enclosure shall be cleaned, phosphatized, primed and clear plastic cover. Spares and spaces shall be written with erasable trenching or excavating operations. The plans indicate information 1. Provide code gauge type 'THHN" or 'THWN" insulation. painted with a grey, baked enamel. pencil for future use. pertaining to surface and sub -surface obstructions; however, this information is not guaranteed. Should obstructions be encountered whether 2. All wire No. 8 and larger shall be stranded. All wire No. 10 Transformers shall operate at 100% nameplate KVA rating continuously while A. Circuit Breakers or not shown, the Contractor shall alter routing of new work, reroute and smaller shall be solid. Minimum wire shall be No. 12, in a 40 degree C ambient without exceeding the rated average winding existing lines, remove obstructions where permitted, or otherwise unless otherwise shown on Drawings. temperature rise of the ANSI insulation system as described below. Where circuit breakers or fuses are applied in compliance with the perform whatever work is necessary to satisfy the purpose of new work and series combination ratings marked on the equipment by the leave existing surfaces and structures in a satisfactory and serviceable 3. Provide type "RHH" or other 90 degrees C insulation wiring for Temperature rating shall be as follows: manufacturers, the equipment enclosures) shall be legibly marked in condition. branch circuit wiring installed through continuous rows of the field to indicate the equipment has been applied with a series fluorescent fixture bodies. RATING PHASE INSULATION - TEMP. RISE combination rating. The marking shall be readily visible and state 1-11 GLEANING: "caution - Series Rated System. (NEC 110-22). Nameplate shall 4. Fire alarmwiring be 5.025 tthrrouh3 KVA Single lle Type P 8015'C identify replacement components. Clean lighting fixtures and equipment. The jacket sh sVC hallbeUL- racewshall when routed in a a y. j h 25 KVA e - 9 9 YP listed for use in air plenums when a raceway is not used. 3 through 15 KVA Three Type F - 115'C 1. Distribution Panelboards: Touch-up and refinish scratches and marred surfaces on panels, switches, P P 37-1/2 KVA and larger Single Type H - 150'C Circuit breakers shall be equipped with individually starters, and transformers. 5. Control wiring shall be No. 14 AWG copper conductor unless 30 KVA and larger Three Type H - 150'C insulated, braced and protected connectors. The front faces otherwise shown; 600 volt rated insulation. of all circuit breakers shall be flush with each other. Large, 1-12 TESTS AND INSPECTIONS Transformers shall have minimum full load rated tops in high voltage p g g permanent, individual circuit numbers shall be affixed to each 6. Open low voltage wiring in return air plenums shall be plenum winding as follows: breaker in a uniform position. Tripped indication shall be Tests and inspection requirements shall be coordinated with BCEI. P q rated or run in conduit. All wiring in mechanical rooms clearly shown by the breaker handle taking a position between electrical rooms and other areas subject to physical damage 3 through 25 KVA 2 - 5% FCBN "ON and "OFF". Provisions for additional breakers shall be Date for final acceptance test shall be sufficient) in advance of P Y shall be run in conduit. 15 through 300 KVA 6 - 2-1/2% TAPS, 2 above and 4 below normal completion date of contract to permit alterations or adjustments necessary to achieve proper functioning of equipment prior to contract completion B. COLOR CODING: Conductors shall be color coded in accordance with Maximum sound ratings shall be as follows: date. the governing authority requirements or as follows (if conflicting, local Conduct re -tests as directed b BCEI on portions of work orequipment Y R0- governing authority shall override) DS KVA 4 9 40 RECF-iVEn altered or adjusted as determined to be necessary by final acceptance 120/208V 277/480V 10 - 50 45 CITY OF TIiIVNILA test. No resultant delay or consumption of time as a result of such 51 - 150 50 necessary re -test beyond contract completion date shall relieve Contractor 1. Neutral: White. 1. Neutral: Gray 151 - 300 55 JUN 13 2419 of his responsibility under contract. 2. Phase A: Black. 2. Phase A: Brown 3. Phase B: Red. 3. Phase B: Orange 4. Phase C: Blue. 4. Phase C: Yellow PERMIT CENTER 5. Ground: Green. 5. Ground: Green I-TI (0_�p e-) %.Oor ( 70Z. Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TRECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 t3 • • • � by -f r ISSUES & REVISIONS Na Date Description -- 1 06/03/19 ISSUE FOR PERMIT tits i..:' A Rc`i*•rZ V,LJ SE2 27 20A City cf Tulcwb Sum1RrLB ELECTRICAL SPECIFICATIONS SfEffN ".IED.2 [RE RAWN: SMP VIEWED: GSSROJECT NO.: C1766.00 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. such that no additional connectors will be required to add breakers. Circuit breakers shall be of the frame size, trip setting and interrupting capacity as indicated on the drawings. Current limiting circuit breakers shall be equal to Square D Company "I -Limiter" Series. Circuit breakers shall be conventional interrupting capacity (unless otherwise noted) but in no case be less than the following symmetrical amperes RMS. CONVENTIONAL HIGH FRAME SIZE/ INTERRUPTING INTERRUPTING CURRENT VOLTAGE CAPACITY CAPACITY LIMITING 100AF/240V 10,000 AIC 65,000 AIC 200,000 AIC 225AF/240V 10,000 AIC 65,000 AIC 200,000 AIC 400AF/240V 42,000 AIC 65,000 AIC 200,000 AIC 600AF/240V 42,000 AIC 65,000 AIC 200,000 AIC 80OAF/240V 42,000 AIC 65,000 AIC 200,000 AIC 1000AF/24OV 42,000 AIC 65,000 AIC 200,000 AIC 120OAF/240V 42,000 AIC 65,000 AIC 200,000 AIC 100AF/48OV 14,000 AIC 25,000 AIC 200,000 AIC 225AF/480V 22,000 AIC 65,000 AIC 200,000 AIC 400AF/480V 30,000 AIC 35,000 AIC 200,000 AIC 60OAF/480V 30,000 AIC 65,000 AIC 200,000 AIC SOOAF/480V 30,000 AIC 65,000 AIC 200,000 AIC 1000AF/480V 30,000 AIC 65,000 AIC 200,000 AIC 1200AF/480V 50,000 AIC 65,000 AIC 200,000 AIC 2. 480/277 Volt Lighting Panelboards: All main circuit breakers shall be vertically mounted and shall not be installed in branch breaker spaces. Circuit breakers shall be bolt -on thermal -magnetic, molded case circuit breakers. Breakers shall be 1, 2 or 3 pole with an Integral crossbar to assure simultaneous opening of all poles in multiple circuit. breakers. Breakers shall have an over - center, tri-free, toggle -type operating machinist with quick - make, quick -break action and positive handle indication. Handles shall have "ON", "OFF" and "TRIPPED" positions. Circuit breakers shall be UL listed in accordance with UL Standard 489 and shall be rated 277 volts ac (single pole, 15- 30 amperes) or 480Y/277 volts ac (2 and 3 pole) with continuous current ratings as noted on the plans. Interrupting ratings shall be 14,000 rms symmetrical amperes at 277 volts ac (single pole) or 480Y/277 volts ac (2 and 3 pole). Single pole, 15 and 20 ampere circuit breakers intended to switch fluorescent lighting loads on a regular basis shall carry the SWD marking. The lugs for terminating conductors shall be rated at 75' c. 3. 240 Volt Lighting and Appliance Ponelboord: All main circuit breakers shall be vertically mounted and shall not be installed in branch breaker spaces. Circuit breakers shall be bolt -on thermal -magnetic, molded case circuit breakers. Breakers shall be 1, 2, or 3 pole with an integral crossbar to assure simultaneous opening of all poles in multiple circuit breakers. Breakers shall have an over - center, tri-free, toggle -type operating machinist with quick - make, quick -break action and positive handle indication. Handles shall have 'ON", "OFF" and "TRIPPED" positions. Circuit breakers shall be UL listed in accordance with UL standard 489 and shall be rated 240 volts ac maximum with continuous current rating as noted on the plans. The lugs for terminating conductors shall be rated at 75' c. Single pole 15 and 20 ampere circuit breakers shall be UL listed as "Switching Breakers" at 120V ac and carry the SWD marking. UL Class A ground fault circuit protection shall be provided on all receptacle circuits serving wet areas and on ail 120V ac branch circuits as specified on the plans or panelboard schedule. This protection shall be an integral part of the branch circuit breaker which also provides overload and short circuit protection for branch circuit wiring. Tripping of a branch circuit breaker containing ground fault circuit interruption shall not disturb the feeder circuit to the panelboard. A single pole circuit breaker with integral ground fault circuit interruption shall require no more panelboard branch circuit space than a conventional circuit breaker. Circuit breakers shall be rated 10,000 AIC at 240V unless otherwise noted on plans. B. Fusible Switches All fusible switches shall be quick -make, quick -break with visible blades and dual horsepower ratings. Switch handles shall physically indicate "ON" and "OFF" positions. Switches shall be lockable only in the "OFF" position and accept three industrial type heavy duty padlocks. Switch covers and handles shall be interlocked to prevent opening in the "ON" position. A means shall be provided to permit authorized personnel to release the interlock for inspection purposes. Switches shall include positive pressure rejection type fuse clips for use with UL class R fuses and be UL labeled for 200,000 AIC. Class "J" fuses shall be UL labeled for 200,000 AIC. The lugs for terminating conductors shall be rated at 75' c. C. Cabinets and Fronts The panelboard bus assembly shall be enclosed in a steel cabinet with multiple knockouts. The rigidity and gauge of steel to be as specified in UL Standard 50 for cabinets. Wiring gutter space shall be in accordance with UL Standard 67 for ponelboards. The box shall be fabricated from galvanized steel or equivalent rust resistant steel. Each front shall include a door and have a flush, cylinder tumbler -type lock with catch and spring -loaded stainless steel door pull. All panelboard lock shall be keyed alike. Fronts shall have adjustable indicating trim clamps which shall be completely concealed when the doors are closed. Doors shall be mounted with completely concealed steel hinges. 600A panelboard front shall have exposed trim clamps. A circuit directory frame and card with a clear plastic covering shall be provided on the inside of the door. Where required by local code, provide Nema 3R enclosure where installed in a sprinklered area. D. Safety Barrier The distribution panelboard interior assembly shall be dead front with panelboard front removed. Main lugs or main breakers shall have barriers on five sides. The barrier in front of the main lugs shall be hinged to a fixed part of the interior. The end of the bus structure opposite the mains shall have barriers. E. Integrated Equipment Short Circuit Rating Each panelboard, as a complete unit, shall have a short circuit current rating equal to or greater than the integrated equipment rating shown on the panelboard schedule or on the plans. This rating shall be established by testing with the over -current devices mounted in the panelboard. The short circuit tests on the over - current devices and on the panelboard structure shall be made simultaneously by connecting the fault to each over -current device with the panelboard connected to its rated voltage source. Method of testing shall be per Underwriters Laboratories Standard UL 67. The source shall be capable of supplying the specified panelboard short circuit current or greater. Testing of panelboard over - current devices for short circuit rating only while individually mounted is not acceptable. Also, testing of the bus structure alone is not acceptable. Panelboards shall be marked with their maximum short circuit current rating at the supply voltage and shall be UL listed. 2-11 MANUAL MOTOR STARTERS: Manual starters shall consist of a manually operated toggle switch equipped with melting alloy type thermal overload relay. Thermal unit shall be of one-piece construction and interchangeable. Starter shall be inoperative if thermal unit is removed. Contacts shall be double break, silver alloy, visible from both sides of starter. Manual starters shall be Square D" class 2510 or 2512 or approved equal. Provide the size and number of poles shall be as shown and required by equipment served. Furnish red pilot light as indicated. All manual motor starter enclosures shall be NEMA 1, general purpose enclosures, unless shown otherwise. Provide Nemo 3R enclosure where installed outside or in a sprinklered area when required by local code. MOTOR CONNECTIONS: Provide electrical and grounding connections to motors as indicated. Connections as follows: 1. Not less than 18 inch length of Sealtite, extending from motor connection box to motor branch circuit conduit on outdoor and wet locations. Provide Greenfield for inside dry locations. 2. Install connections mechanically secure, assuring electrical continuity, proper and effective grounding. INSTALLATION OF MOTOR STARTER Install motor starters in accordance with the manufacturer's written instructions, the applicable requirements of the NEC and the NECA's Standard of Installation", and recognized industry practices to ensure that products serve the intended function. 2-12 CURRENT - LIMITING FUSES: Provide 200,000 amp interrupting capacity current limiting fuses of the ampacity and voltage indicated and scheduled. Upon completion of the building the contractor shall provide the owner with spare fuses as shown below. A. 10% (minimum of 3) of each type and rating of installed fuses shall be supplied as spares. B. BUSSMAN spare fuse cabinets - Catalog No. SFC - shall be provided to store the above spares. Mains, Feeders and Branch Circuits 1. Circuits 0 to 600 ampere shall be protected by current limiting BUSSMAN LOW -PEAK Dual Element Fuses, LPJ. All dual - element fuses shall have separate overload and short-circuit elements. Fuse shall incorporate a spring activated thermal overload element having a 284 degree Fahrenheit melting point alloy and shall be independent of the short-circuited clearing chamber. The fuse must hold 500% of rated current for a minimum of 10 seconds and listed by Underwriters' Laboratories Inc., with an interrupting rating of 200,000 amperes r.m.s. symmetrical. The fuses shall be UL Class J. 2-13 SAFETY AND DISCONNECT SWITCH: A. Products shall be designed, manufactured, tested and installed in compliance with applicable standards. 1. NEMA KS1 - Enclosed switches 2. Federal specification W-S-865C-Heavy duty switches Products shall conform all applicable UL standards, including UL98 (standard for safety, enclosed and dead front switches) and shall be UL-labeled. Acceptable manufacturers are: General Electric Company, Square D Company, or Siemens. Furnish and install heavy duty type safety switches with the number of switched poles as indicated on the plans and specifications. All safety switches shall be NEMA Heavy Duty Type HD, and Underwriters Laboratories listed. B. Switch Interior All switches shall have switch blades which are fully visible in the "OFF" position when the door is open. Switches shall have removable arc suppressor where necessary, to permit easy access to line side lugs. Lugs shall be front removable and UL listed for 60'C and 75'C copper aluminum cables. All switches blades and contacts shall be plated copper. C. Switch Mechanism Switches shall have a quick -make and quick -break operating handle and mechanism which shall be on integral part of the box, not the cover. Padlocking provisions shall be provided for locking in the "OFF" position with at least three padlocks. Switches shall have a dual cover interlock to prevent unauthorized opening of the switch door when the handle is in the "ON" position, and to prevent closing of the switch mechanism with the door open. A means shall be provided to permit authorized personnel to release the interlock for inspection purposes. Handle position shall indicate if switch is "ON" or 'OFF'. D. Neutral Provide a solid neutral with the safety switch where a neutral is present in the circuit. E. Ratings Switches shall be horsepower rated for oc and/or de as indicated by the plans. The fused switches shall have Class R rejection fuse clips when required. Adjust load side terminal block as required to accept Class J fuses. UL listed short circuit ratings of the switches, when equipped with Class R or Class J fuses, shall be 200,000 symmetrical amperes. F. Enclosures 1. Indoor switches shall be furnished in NEMA 1 enclosures. 2. Outdoor switches, switches located in wet areas, or inside a sprinkled area shall be furnished in NEMA 3R enclosures. G. Service Entrance Switch shall be suitable for use as service entrance equipment when installed in accordance with the National Electrical Code. H. Hubs: Provide bolt -on hubs for rainproof or wet area applications. 2-14 LIGHTING FIXTURES: All fixtures shall conform to all applicable UL standards and shall be UL label including damp and wet location ratings. All fluorescent ballasts shall comply with certified ballast manufacture (CBM) standard and CBM labeled. Acceptable manufacturers for ballasts are Advance Transformer Company or Magnetek Universal Manufacturing. Acceptable manufacturers for lamps are General Electric Company, Osrom-Sylvanio or North American Philips, General Electric "Constant Color" is the only MR-16 lamp acceptable. Provide the size, type and rating of each light fixture shown and scheduled. All light fixtures shall be complete with reflectors, lens, trim rings, flanges, lamps, lamp holders, ballast, starters, fuses wiring, earthquake clips, etc. to provide a complete functioning light fixture. A. Lighting Fixture Types: 1. Fluorescent Fixtures a. Fixture ballast and lamp holders shall be pre -wired and installed. Fixture shall be equipped with a top access plate with knockouts for conduit entry. Fixture shall also include knockouts at each end plate for conduit entry. b. Provide 1100 lumen battery packs for emergency operation when specified. 2. LED Fixtures a. Fixtures shall be pre -wired equipped with frame in kit and a integral thermal protection required by UL for recessed fixtures. b. Provide appropriate trim rings for recessed mounted fixtures compatible with the ceiling in which the fixture is installed. 3. High Intensity Discharge Fixtures (HID) a. Fixtures shall be pre -wired with frame -in kit and integral thermal protection required by UL for recessed fixtures. Ballast shall be encased and potted and mounted on the frame -in kit. b. Provide remote ballast mounted on a separate mounting plate where indicated or scheduled. Ballast shall include a splice box. c. Provide a heat resistant glass shield below the lamp to contain lamp glass envelope and ARC tube to prevent them from falling to the floor and causing damage to life and property. Lamps rated for open bottom fixtures may be used in lieu of the glass shield if approved by the engineer. d. Provide a fuse and fuse holder installed on the line side of each ballast to prevent branch circuit from tripping due to a faulty ballast. The fuse and fuse holder shall be mounted in a junction box for recessed fixtures and in the base of all poles. The fuse holder shall be waterproof when installed in damp or wet locations. Fuse size and type shall be as recommended by ballast manufacturer. 4. Exit signs a. Exit signs shall meet all federal, state and local codes. b. Provide fire alarm interface relay when required to flash exit signs. c. Provide battery packs for emergency operation when specified. B. Ballasts - Coordinate with Light Fixture Schedule 1. Fluorescent a. Electronic ballast shall be high power factor (90% minimum), operate lamp at 20 KHZ, less than 20% total harmonic content, full light output, crest factor less than 1.6%, parrel lamp configuration, multi -lamp, class "P" thermally protected, sound "A" rating, encased and potted and 50 degrees F minimum starting temperature. Provide 5 year warranty parts and labor. Ballast shall be Advanced Mork V or Megnetek HP Series. b. Magnetic ballast shall be energy saving, high power factor, rapid start, class P thermally protected, encased and potted, sound A" rating, and a 60 degree F temperature rating. Ballast shall be CBM certified by an EFL and UL approved. Ballast shall be Advance Mark III or equal by Magnetek Universal. c. All outdoor ballast unless otherwise noted shall be high power factor, rapid start, class P thermally protected, encased and potted, sound rating 8 and a 0 degrees F temperature rating. Ballast shall be CBM certified by on ETL and UL approved. d. Provide suitable dimming ballast where indicated. e. Compact fluorescent ballast shall be high power factor, sound rating "A" and UL approved. 2. HID a. Provide high power factor, constant wattage auto - transformer with a -20 degree F temperature rating. Ballast shall have a sound rating of "B" for lamps less than 400 watts. Ballast for recessed downlights or located remotely shall be encased and potted and shall be provided with a splice box. Provide 120 volt tap for auxiliary lamp when specified. C. Lamps - Coordinate with Light Fixture Schedule 1. FO32T8 fluorescent lamps shall be 32 watt energy saving and 4100 degree K. D. Coordination 1. The contractor shall verify the type of fixtures with the ceiling types as indicated on the drawings. Any discrepancies shall immediately be brought to BCEI's attention before the contractor places his order and accepts delivery. Fixtures shall fit exact in the type of ceiling scheduled. Provide plaster frames, trim rings and other accessories required for a correct fit. 2. Provide supports attached to structural member to support fixtures when the ceiling system cannot maintain support. Provide separate supports for all recessed ceiling mounted HID fixtures. 3. Refer to architectural reflected ceiling plan for the exact location of all light fixtures. Notify the architect for any discrepancies or conflicts with structural architectural, mechanical piping or ductwork before installation. E. Mounting 1. Pendant or surface mounted fixture shall be provided with required mounting devices and accessories, including hickeys and stud -extensions, ball-aligners, canopies and stems. Locations of fixtures in mechanical areas shall be coordinated with mechanical contractor. Mounting stems of pendant fixtures shall be of the correct length to uniformly maintain the fixture heights shown on the drawings or established in the field. The allowable variation tolerance in mounting individual fixtures shall not exceed 1/4 inch and shall not vary more than 1/2 inch from the floor mounting height shown on the Drawings. Fixtures hung in continuous runs shall be installed absolutely level and in line with each other. Hanging devices shall comply with Code requirements. Fixtures shall employ single - not twin - stem hangers unless otherwise noted. 2. All structure mounted fixtures (i.e. bracket mounted, pipe mounted and surface mounted) shall be provided with cables of suitable size and weight to support the weight of the fixture. Cables shall be fastened around or fastened to the housing of the fixture. On pendant fixtures, one safety cable of suitable size and weight to support the weight of the fixture assembly shall connect the top of the pendant to the supporting structure by means of welding or bolting, and one safety cable shall connect the housing of the fixture to the bottom of the pendant. Where more than one pendant per fixture occurs, only one pendant must be cabled. Track fixtures for pendant mounted track shall also be supplied with clip -on safety cables of suitable size and weight to support the weight of the fixture. F. Electrical Connection 1. All light fixtures installed in an accessible suspended ceiling shall be connected from a branch circuit junction box using 1/2" flexible metal conduit fixture pigtails not exceeding 6'- 0". All fixtures must be grounded by using a grounding conductor or the conduit system. Fixture to fixture wiring of fixtures installed in an accessible ceiling is not permitted. G. Fire Rated Ceiling 1. Provide fire rated canopy or enclosure for all fixtures recessed in a fire rated ceiling. The fire rated canopy or enclosure shall be as required by the UL design number listed in the UL fire resistance directory. Refer to architectural drawing for the UL design number. Coordinate with ceiling installer and manufacturer. H. Air Handling Fixtures 1. Install all air handling light fixturco with return air slot in the open position, if it is to be as an air handling fixture. Coordinate with mechanical contractor. I. Final Inspection: 1. Remove all plastic and protective coating from all fixtures. Fixtures shall be thoroughly cleaned. Replace any damaged fixture, or fixture parts including reflectors, louvers, lens and metal parts that show signs of corrosion. 2. All final incandescent lamps used during construction shall be replaced with new lamps. Replace all other defective ballast, lamps or discolored lamps, showing signs of excessive usage. 3. Demonstrate proper operation of all fixtures and controls. 2-15 ELECTRICAL SERVICE ENTRANCE: A. POWER SOURCE: SEATTLE CITY LIGHT. B. SOURCE VOLTAGE: 480/277 volt 30, 4w C. Field coordinate exact requirements and include in bid. 2-15 TELEPHONE RACEWAY SYSTEM A. Not Applicable. 2-16 MISCELLANEOUS ELECTRICAL CONTROLS AND WIRING A. The types of miscellaneous control devices and wiring include but not limited to the following. 1. Contactors 2. Relays 3. Photocells 4. Time switches 5. Additional control wiring and safety devices as shown and specified. Various control devices, of an electrical nature, for the safe operation and temperature control of the heating, ventilating, air conditioning and plumbing systems are provided under Division 15. All other control wiring and conduit shall be provided by Division 16. B. CONTACTORS AND RELAYS: Provide contactors and relays with the number of poles, ampere -rating, control wiring as required, is shown and specified for a complete function system. Acceptable manufacturers are General Electric Company, Square D Company, and Automatic Switch Company. Provide 2-wire or 3-wire control modules as required to operate lighting contactors. C. Control wiring shall be not less than #14 AWG type TW, and shall be color coded and labeled with Brady markers throughout. Bundle multiple conductors with Ty -Raps. 2-17 UNINTERRUPTED POWER SUPPLY (UPS) A. UPS modules shall be owner -furnished. B. Electrical Contractor shall be responsible for receiving and setting the UPS modules and associated system cabinets. C. FIELD QUALITY CONTROL: Assist as needed an owner engaged factory -authorized service representative to supervise UPS installation, startup, and preliminary testing and adjustment. Participate in final tests, inspections, and adjustments. All testing shall be by an independent third -party hired by the Electrical Contractor. D. Contractor shall obtain from BCEI a copy of the UPS submittal. Contractor shall be responsible for coordinating with shop drawings all installation requirements for a complete installation. 2-18 AUTOMATIC TRANSFER SWITCHES (ATS) A. Automatic Transfer Switches shall be owner -furnished. B. Electrical Contractor shall be responsible for receiving and setting the Automatic Transfer Switches. C. TESTING: Electrical Contractor shall assist in the testing of the Automatic Transfer Switches. D. Contractor shall obtain from BCEI a copy of the UPS submittal. Contractor shall be responsible for coordinating with shop drawings all installation requirements for a complete installation. 2-19 REMOTE POWER PANELS (RPP) A. RPPs shall be owner -furnished. B. Electrical Contractor shall be responsible for receiving and setting the RPPs. C. TESTING: Electrical Contractor shall assist in the testing of the Automatic Transfer Switches. D. Contractor shall obtain from BCEI a copy of the UPS submittal. Contractor shall be responsible for coordinating with shop drawings all installation requirements for a complete installation. 2-20 POWER DISTRIBUTION UNITS (PDU) A. PDUs shall be owner -furnished. B. Electrical Contractor shall be responsible for receiving and setting the PDUs C. FIELD QUALITY CONTROL: Assist as needed an owner engaged factory -authorized service representative to supervise UPS installation, startup, and preliminary testing and adjustment. Participate in final tests, inspections, and adjustments. All testing shall be by an independent third -party hired by the Electrical Contractor. D. Contractor shall obtain from 8CEI a copy of the UPS submittal. Contractor shall be responsible for coordinating with shop drawings ail installation requirements for a complete installation. END OF SECTION RECEIVES CITY OF TUIVNILA JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222,4453 www.vlmk.com www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 1 • • ram• t; cz it ISSUES & REVISIONS No. Date Description 1 06/03/19 ISSUE FOR PERMIT i GGL� r: rAEd a rM 3sTTPlZ ELE,cin ICAL F PECIFICATIONS DRAWN: SMP REVIEWED: GSS PROJECT NO.: C1766.00 3 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. NEW SCL METERING SWITCHGEAR UMCA0100 1200A, 26AkV 30, 3W 1008A1C, N3R, SEATTLE CITY LIGHT EUSERC STANDARDS NEW DISTRIBUTION SWITCHGEAR SSGA0110 1200A, 26.414 30, 3W 1OOkAIC, N3R np 1 2 3 4 1. REFER TO GENERAL ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS SHEET EO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEETS E0.2 FOR ELECTRICAL SPECIFICATIONS. 3. REFER TO SHEET E4.1 & E4.2 FOR FEEDER SCHEDULES, LOAD ANALYSIS, AND FAULT CURRENT DUTY SCHEDULE. 4. PHASE ROTATION SHALL BE A-B-C CLOCKWISE THROUGHOUT SYSTEM. tD EC SHALL CUT OVER EXISTING TRANSFORMER PRIMARY TO NEW PRIMARY FEEDER AFTER PERMANENT SERVICE IS INSTALLED. COORDINATE WORK WITH BCEL. EC SHALL BE RESPONSIBLE FOR WRITING ASSOCIATED MOPS AND GETTING APPROVAL PRIOR TO SCHEDULING WORK. FEEDER TO BE REMOVED BY UTILITY COMPANY AFTER PERMANENT SERVICE IS INSTALLED. O NEUTRAL AND GROUND BOND SHALL NOT BE INSTALLED UNTIL PERMANENT SERVICE IS INSTALLED AND OPERATIONAL O TEMPORARY ABOVEGROUND FEEDER, O PERMANENT UNDERGROUND FEEDER. LINETYPE LEGEND EXISTING FEEDERS TO BE DEMO'D—X—X—X—X—X—X— EXISTING EQUIPMENT/FEEDERS TO REMAIN NEW EQUIPMENT/FEEDERS FUTURE EQUIPMENT/FEEDERS---------------------------------------- 3 DIGIT ASSET CODE: PDU - POWER DISTRIBUTION UNIT EPM - ELECTRIC POWER MODULE MSB - MAIN SWITCH BOARD GEN - GENERATOR MDP - MECHANICAL DISTRIBUTION PANEL TRN - TRANSFORMER LCP - LIGHTING CONTROL PANEL RPP - REMOTE POWER PANEL SYSTEMS SIDE: ALPHA CODE A-Z UPSTREAM EQUIPMENT IDENTIFIER PDUAD111 T T Y DATA HALL DESIGNATION EQUIPMENT COUNT ELECTRICALLY CONNECTED SYSTEM: ALPHA CODE A-Z EDGECONNEX NATIONAL ASSET IDENTIFICATION SYSTEM 1200AF 1200AF 1200AF 12QLA 1200AF 300AT 52 100A5 52 200AT 52 200A5 52 300AT 300:5 200:5 300:5 SA� SA� LSIG LSIG LSIG LSIG LSIG ERMS ERMS ERMS ERMS ERMS SEPAM REL SEPAM REL SEPAM REL SEPAM REL. SEPAM REL. N.C. SEATTLE CITY LIGHT NEW TEMPORARY PRIMARY NEW TEMPORARY PAD -MOUNTED Mvoo1 Mvooz Mvoo3 MV004 MV005 MV006 TRANSFORMER METERING SWITCHBOARD TRANSFORMER 2000A, 480Y/277V, 30, 4W, 100KAIC PRIMARY. 26.4kV O.F.C.I. SECONDARY: 480Y/277V FROM UTILITY FOR FUTURE SWITCHGEAR BY UTILITY 1 2 3 4 600AF 600AF 600AF 600AF �-�ROAT K1 FP �600AT K2 600AT K3 FFP - 600AT K4 EXIST. FROM UTILITY 5— -� 1 I $SIG I 80% I 80% I 807 L L LSIG 1 L LSIG L LSIG N 2 -- EXISTING G PAD -MOUNTED - I I I I i , TRANSFORMER T001 T002 T005 T003 T004 ` - TRNAA101 i - 13000KVA i PRIMARY. 26.4kV I-------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----� I I i SECONDARY: 480Y/277V ---- ---------- -------------- �- r----------------------------- I I I r-------------------- - - - - - - - - - - - - - - - - - -- -' I I I I ---J I I I I I I I I � I I i j I I I I I I I I I I I I MV007 MV008 MV009 NEW DIST. SWITCHBOARD NEW DIST. SWITCHBOARD NEW DIST. SWITCHBOARD NEW DIST. SWITCHBOARD 'MSBBA110' MSBBB110' i MSBBC110' MSBBD1i0' NEW NEW NEW NEW SERVICE RATED, N3R I SERVICE RATED, N3R SERVICE RATED, N3R SERVICE RATED, N3R C.I. O.F.C.i. O.F.C.I. O.F.C,I. 2500A, 480Y/277V, 30, 4W, lOOKAIC 2500A, 480Y/277V, 30, 4W, IOOKAIC 2500A, 480Y/217V, 30, 4W, 100KAIC 2500A, 480Y/277V, 30, 4W, 100KAIC PAD -MOUNTED PAD -MOUNTED PAD -MOUNTED PAD -MOUNTED TRANSFORMER TRANSFORMER TRANSFORMER TRANSFORMER o.F.O.I. TRNAA110 TRNAB110 TRNAC110 TRNAD110 2000KVA 2000KVA 2000KVA 2000KVA PRIMARY: 26.4kV PRIMARY: 26.4kV PRIMARY: 26.4kV PRIMARY: 26.4kV 2500AF 2500AF 2500AF 2500AF SECONDARY: 480Y/27N SECONDARY: 480Y/27N SECONDARY: 480Y/277V SECONDARY: 480Y/277V FP �2500AT K1 FP �2500AT K2 �250OAT K3 ��2500AT K4 LS 80% 80% 850 80% LESS FLAMABLE SEED OIL LESS FLAMABLE SEED OIL LESS FLAMABLE SEED OIL LESS FLAMABLE SEED OIL I I (� I I OIL IMMERSED SWITCHES OIL IMMERSED SWITCHES OIL IMMERSED SWITCHES OIL IMMERSED SWITCHES O I- ERMS O LSIGL ERMS Q L ERIMSO L ERIMS ~� G SPD G SPD G SPD G SPD 5 5 5 5 5 5 5 5 137 138 139 140 TO TO TO TO ATSBA110 ATSBB110 ATSBC110 ATSBD110 RE: SHEET RE: SHEET RE: SHEET RE: SHEET ElAB E1.18 ElAB E1.1B 1 ELECTRICAL E1.1 A SCALE: NOT TO SCALE nECEIVED CITY OF WKWILA JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 I�VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 1 T�1.��•: • �T i el ISSUES & REVISIONS Na Date Description 1 06/03/19 ISSUE FOR PERMIT SEEP 27 2013 Citv of Tulc ,�!3 ELECTRICAL ON&LM DIAGRAM sHarNa DRAWN: SMP REVIEWED: GSS PROJECT NO.: C1766.00 It A PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. TO MSBBA110 RE: SHEET E1.1A NsE N C L O.F.C.I. 80% LSIG ERMS NEW STANDBY 1750kW/2187KVA GENERATOR GENBA100 480Y/277V, 30, 4W, 0.80PF 1750kW O.F.C.I. SPD 2500/3 2500/3 100% ) .)1007 \ l G ERMS_L ERMS O SO01 TO MSBBB110 RE: SHEET EIAA NEW STANDBY 1750kW/2187KVA GENERATOR GENBB100 480Y/277V, 30, 4W, 0.8OPF 1750kW O.F.C.I. SPD 25090/3 2500/3 100% ) )100% N GFPE ' GFPE G ERMS ERMS TO MSBBC110 RE: SHEET EIAA NEW STANDBY 1750kW/2187KVA GENERATOR GENBC100 480Y/277V, 30, 4W, 0.80PF 175OkW O.F.C.I. SPD 2500/3 2500/3 100% ) )100% e N GFPE GFPE r. ERMS ERMS TO MSBBD110 RE: SHEET E1.1A NEW STANDBY 175OkW/2187KVA GENERATOR GENBD100 480Y/277V, 30, 4W, 0.80PF 1750kW O.F.C.I. SPD 25090/3 2500/3 100% ) e)100% N GFPE GFPE G ERMS ERMS O S004 NEW AUTOMATIC TRANSFER sP0 NEW AUTOMATIC TRANSFER SPp NEW AUTOMATIC TRANSFER sPo NEW AUTOMATIC TRANSFER SWITCH 'ATSBA110' SWITCH 'ATSBB110' SWITCH 'ATSBC110' SWITCH 'ATSBD110' Nt, 2500A, 480V N1, 2500A, 480V N1, 2500A, 480V N1, 2500A, 480V 3-POLE, 3-WIRE, 100KAIC 3-POLE, 3-WIRE, 100KAIC 3-POLE, 3-WIRE, 100KAIC 3-POLE, 3-WIRE, 100KAIC OPEN TRANSITION OPEN TRANSITION OPEN TRANSITION OPEN TRANSITION NEW MAIN DIST. SWITCHBOARD 'MDSBA110' 2500A, 48OV, 30, 3W, 65KAIC O.F.C.I. 4 i 2000AF j 1 2000AT 1200) 80% I j 80% L LSIG LSIG ERMS ERMS 80% LSIG ERMS AlSHEEET 4 R: E1.1C 160OA/3P NEW STATIC UPS , ,N.CSYSTEM 'UPSBA' 1000kVA/t000kW, 1.Opf 160OA/348OV, 30, A INPUT 48OV, 30, 3W OUTPUT G 1600A/3P( N.C. l BATTERY CABINETS KK 'BDCBA111' 'BDCBA112' 800A 800A )3P )3P - - BDCBA113' NEW MAINTENANCE BYPASS BDCBA114' 028 101 CABINET 'MBCBA110' 1600A, 48OV, 30, 3W 800A NEW PDU 13P 'PDUBA110' 500kVA, 480V, 30, 3W INPUT 208Y/12OV, 30, 4W OUTPUT O.F.C.I. MEnx 1 2 3 4 5 6 7 8 �� ,)� )�;oTooPToToToI l00% 1o% 1% i0% io% 1% im 1o% N 4b F N LFO r. 1 2 3 1600AF 2000AF 1600A YOO ERMS T LS GOAT E�- L Lj ERMS 10 NEW MAIN DIST. SWITCHBOARD 'MDSBB110' 2500A, 48OV, 30, 3W, 65KAIC O.F.C.I. 4 1200AF Fp 1200AF 1200AT-�1200AT 80% 80% LSIG L LSIG ERMS ERMS RE: SHEET E1.1C SYSTEM 'UPSBB110' 1000kVA/1000kW, 1.Opf 480V1 30, 3W, INPUT 480V, 30, 3W OUTPUT G 160OA/3P N.C. BATTERY CABINETS KK§11 1 � 1BDCBB111' 'BDCBB112' )OA )0A 3P3P- - - BDCBB113 NEW MAINTENANCE BYPASS BDCBB114' 032 1oz CABINET 'MBCBB110' 1600A, 48OV, 30, 3W 800A NEW PDU 13P 'PDUB6110' 500kVA, 480V, 30, 3W INPUT 208Y/12OV, 30, 4W OUTPUT O.F.C.I. METER 1 2 3 4 5 6 7 8 i�T00% i�T00% 1�TP% 1�;00% 1�10 % 1�100% 1�T o% 1�T00% SHEET SHEET SHEET SHEET SHEET SHEET E1.1C E1.1C E1.1C E1.iC E1.1C E1.1C 1800A NEW PDU wt�✓P 'PDU 500kVA,, 480V480V,, 30, 3W INPUT 20BY 120V, 30, 4W OUTPUT FF.C.I. ME7FR 1 2 3 4 5 6 7 8 1)T00% 1� 00% 1)100% 1) T00% 1, T00% 1, T00% i� 30o% 1,100% SHEET SHEET E1.1C E1.iC MEiFR N ® E N 1 2 1600AF 2000AF �1600AT FP �2000AT T 807 I 1 80% LSIG L-j}�• LSIG ERMS ERMS KK NEW MAIN DIST. SWITCHBOARD 'MDSBC110' 2500A, 480V, 30, 3W, 65KAIC O.F.C.I. 3 4 1200AT F FfP -7120OA, 80% I 80% LSIG L LSIG ERMS , ERMS 020 RE: tlSHEET E1.1 C NEW STATIC UE SYSTEM 'UPSBC 1000kVA/1000kW, 1.Opf 48OV, 30, 3W, INPUT 480V, 30, 3W OUTPUT 160OA/3P N.C. BATTERY CABINETS KK1 §11 ` 'BDCBC111' 'BDCBC112' 800A 800A 3P )3P BDCBC113' 'BDCBC114' EW MAINTENANCE BYPASS ErABINET 'MBCBC110' 00A, 480V, 30, 3W 4) 800A NEW PDU P 'PDUBC110' 500kVA, 480V, 30, 3W INPUT 208Y/12OV, 30, 4W OUTPUT O.F.C.I. ME ER 1 2 3 4 5 6 7 8 iXT00% 1}100 1�1007 1�T00% 1�T0D% 1�T0Q% 1)T0D% 1�T o% SHEET SHEET SHEET E1.1C E1.1C E1.1C BOOA NEW PDU P 'PDUBB210' 500kVA, 480V, 30, 3W INPUT 208Y/12OV, 30, 4W OUTPUT O.F.C.I. METER 1 2 3 4 5 6 7 8 1�T00% 1)300% 1}; o% i�100% 11T o% 1)100% 1) 00% 1)T00% SHEET SHEET E1.iC E1.1C N� OE N G L O.F.C.I. i 16001 1600) 80% LSIG ERMS 2 NEW MAIN DIST SWITCHBOARD 'MDSBD110' 2500A, 48OV, 30, 3W, 65KAIC O.F.C.I. 3 4 2000AF 12001 2000AT-)12001 80% 1 80% LSIG L LSIG ERMS ERMS RE: SHEET E1.1C 80% LSIG ERMS 1000kVA/1000kW, 1.0pf 48OV, 30, 3W, INPUT 480V, 30, 3W OUTPUT O.F.C.I. G 1. REFER TO GENERAL ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS SHEET EO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEETS EO.2 AND EO.3 FOR ELECTRICAL SPECIFICATIONS. 3. GROUND UPS EQUIPMENT AS RECOMMENDED BY MANUFACTURER, AS SHOWN ON SHEET E1.2 AND REQUIRED PER N.E.C. 4. PROVIDE CONTROL WIRING BETWEEN UPS AND MAINTENANCE BYPASS CABINET PER MANUFACTURER'S RECOMMENDATIONS. 5. PROVIDE CONTROL WIRING BETWEEN UPS AND BATTERY CABINETS PER MANUFACTURER'S RECOMMENDATIONS. 6. PROVIDE CONTROL WIRING BETWEEN NEW UPSC1000 AND PDUC1000, 7. PROVIDE CONTROL WIRING BETWEEN NEW UPSD1000 AND PDUD1000. 8. PROVIDE CONTROL WIRING BETWEEN UPSA1000 AND NEW PDUA2000. 9. PROVIDE CONTROL WIRING BETWEEN UPSB1000 AND NEW PDUB2000. 10. REFER TO SHEET E4.1 FOR FEEDER SCHEDULES, LOAD ANALYSIS, AND FAULT CURRENT DUTY SCHEDULE. 11. PHASE ROTATION SHALL BE A-B-C CLOCKWISE THROUGHOUT SYSTEM. (D GENERATOR TO BE WIRED AS A SEPARATELY DERIVED SYSTEM. BOND THE GENERATOR NEUTRAL TO GROUND AT THE GENERATOR. �2 REFER TO GROUNDING ONE LINE DIAGRAM SHEET E1.2. O NEW UTILITY TRANSFORMER BY UTILITY COMPANY, ELECTRICAL AND GENERAL CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH THE UTILITY COMPANY. U4 PROVIDE NEMA 1 PULL BOX SIZED PER NEC REQUIREMENTS. JUNCTION BOX SHALL BE INSTALLED TO NOT INHIBIT FUTURE INSTALLATION OF FUTURE CONDUITS. INSTALL CONDUCTORS TO PULL BOX AND PROVIDED HEAT SHRINK ON CONDUCTORS ENDS. COORDINATE EXACT LOCATION WITH BCEI PRIOR TO INSTALLATION. LINETYPE LEGEND EXISTING EQUIPMENT/FEEDERS TO REMAIN -------------- NEW EQUIPMENT/FEEDERS FUTURE EQUIPMENT/FEEDERS----------------------------------------- 1600A/3P j N.C. BATTERY CABINETS KK 'BDCBD111' 'BDCBD112' 800A 800A = _ _ 3P )3P - - - 'BDCBD113' NEW MAINTENANCE BYPASS BDCBD114' ;-j CABINET 'MBCBD110' 1, 00A, 480V, 30, 3W 4) 800A NEW PDU P 'PDUBD110' 500kVA, 480V, 30, 3W INPUT 208Y/12OV, 30, 4W OUTPUT O.F.C.I. ME ER 1 2 3 4 5 6 7 8 400A i�OD% i)TOD% 1�T0Q% 1�00% 1�T0D% i�T00% 1�T00% 1�T00% SHEET SHEET SHEET Ei.iC EIA C E1.1C 800A NEW PDU P 'PDUBC210' 500kVA, 480V, 30, 3W INPUT 20BY/12OV, 30, 4W OUTPUT O.F.C.1. NEiEIt 1 2 3 4 -BOA 5 6 7 8 I 1)100% i� 00% 1�100% i�100% 1�T00% 1�100% i�10 % 1�100% SHEET SHEET E1.1C E1.1C 1 ELECTRICAL ONE -LINE DIAGRAM E1.1 B SCALE: NOT TO SCALE 3 DIGIT ASSET CODE: PDU - POWER DISTRIBUTION UNIT EPM - ELECTRIC POWER MODULE MSB - MAIN SWITCH BOARD GEN - GENERATOR MDP - MECHANICAL DISTRIBUTION PANEL TRN - TRANSFORMER LCP - LIGHTING CONTROL PANEL RPP - REMOTE POWER PANEL SYSTEMS SIDE: ALPHA CODE A-Z UPSTREAM EQUIPMENT IDENTIFIER PDUAD111 DATA HALL DESIGNATION EQUIPMENT COUNT ELECTRICALLY CONNECTED SYSTEM: ALPHA CODE A-Z EDGECONNEX NATIONAL ASSET IDENTIFICATION SYSTEM 800A NEW PDU 500kVA, 480V, 30, 3W INPUT 208Y/12OV, 30, 4W OUTPUT O.F.C.I. METER - { i 2 3 4 5 6 7 8 1� T00% i� 3P 3P 1� T o% i� T00% 1� T0o% 1� To0% 1� T Po% 1� T00% SHEET SHEET E1.1C E1.iC Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH N, www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 U lx GV W Z J n tz l.0 0 GO J f- � 00 00 00 ~2 C J `'' H LI.J U co ISSUES & REVISIONS Na Date -- 1 Description 1 06/03/19 ISSUE FOR PERMIT CC'-..- v ` - SEP 2 7 Gui9 C'1<_y of Eilll f o, ce~l°;c��1 I3ECEIVEn, CITY Ot T t,I. 1LA ELECTRICAL ONE -LINE JUN 13 2019 DIAGRAM PERMIT CENTER %IWNO. DRAWN: SMP 11B REVIEWED: GSS "JE PROJECT NO.: C1766.00 •�// FA PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. NEW MECHANICAL DIST. PANEL 'MDPBA110' o.Eca. Al 1200A, 48OV, 30, 3W, 65KAiC 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 RE: SHEET E1.1B ` 7 15 3P0A _, 3P0A _� 3P0A _� 3P0A _� 3PA _� 3P0A _� 3PA _� 3P0A _� 3PA _� 3PA _� 3P0A _� 3P0A _� 3P 3P _� 3P0A _� 3PA _� 3P0A 1 1 CRA- ; FUT I 1 FUT FUT I CRA_ ; CRA- ; ; CRA- ; ; CRA- ; 02500 (DATA 100503 I 1 00903 01303 1 (ELEC HALL) 1 (DATA 1 I (DATA I I (DATA I RM) ERP- I I CON- I I CON- 1 1 FUT. ; j FUT. i ; FUT. ; ; FUT. ; j FUT. ; ; FUT. ; ; FUT. 1 1 FUT. I I FUT. j CON- 00103 00113 00123 , ERP- 1 1 CON- , ; CON- 1 ; ERP- 1. , CON- 1 1 CON- 1 1 ERP- 1 1 CON- 1 ; CON- , 00000 (DATA (DATA (DATA 1 00503 1 1 00513 1 1 00523 1 1 00903 1 1 00913 1 1 00923 1 1 01303 1 1 01313 1 1 01323 1 (ELEC HALL) HALL) HALL) ; (DATA 1 1 (DATA ; ; (DATA ; ; (DATA 1 1 (DATA (DATA (DATA (DATA (DATA 1 RM) NEW MECHANICAL DIST. PANEL 'MDPBB110' o.F.c.l. B1 1200A, 480V, 30, 3W, 65KAIC RE: SHEET E1.1B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I15 3PA 3POA 3POA 3PA 3POA 3PA 3P0A _� 3P0A _) 3PA �) 3P0A �) 3POA 3POA 3POA 3POA 3POA s) 3POA O O `1`' CRA- CRA- 1 FUT. I I FUT. I r(ELEC 00203 00603 ; CRA- ; ; CRA- ; (DATA (DATA i 01003 i i 01403 HALL) HALL) I (DATA j I (DATA 1 ERP- I I CON- I I CON- I I ERP- I I CON- I I CON- I I FUT. I I FUT. I I FUT, I I FUT. I I FUT. i I FUT. I CON- 00203 00213 00223 00603 00613 00623 1 ERP- 1 1 CON- 1 1 CON- 1 I ERP- 1 1 CON- 1 1 CON- 1 00000 (DATA (DATA (DATA (DATA (DATA (DATA 1 01003 1 101013 1 1 01023 1 1 01403 1 1 01413 1 101423 1 (ELEC HALL) HALL) HALL) HALL) HALL) HALL) 1. (DATA I 1 (DATA I I (DATA ; I (DATA I ; (DATA i 1 (DATA I RM) NEW MECHANICAL DIST. PANEL 'MDPBC110' D.F.G.I. C1 -- 1200A, 48OV, 30, 3W, 65KAIC RE: SHEET E1.18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 \ 125A \ 150A 4� 150A 4 150A 4� 150A 41150A *` 150A 4` 150A `50A o1150A e` 150A o` 150A 150A 0` 150A o\ 150A •l i50A 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P J 3P J 3P 3P J 3P J 3P 3P 'TRNBC110': 480V:208Y/120V 75kVA, NEMA 1 O.EC.I. ' 'L`1`' ' 't1,' 1 'I' , - -= NEW CRA- 1 FUT 1 1 FUT. FUT. CRA- PANEL 00303 CRA- ; CRA- ; ; CRA- ; 02700 :PBC11 ' (DATA 1 00703 1 1 01103 1 1 01503 1 (ELEC - HALL) I (DATA 1 I (DATA I I (DATA I RM) ERP- I I CON- I I CON- I I FUT. I I FUT. 1; FUT. i I FUT. i I FUT. I I FUT. I I FUT. i i FUT. i I FUT. I CON- 00303 00313 00323 1 ERP- 1 1 CON- , 1 CON- , ; ERP- 1 1 CON- , 1 CON- ; ' ERP- 1 , CON- 1 I CON- 1 00000 (DATA (DATA (DATA 1007031 1 00713 1 1 00723 1 1 01103 1 1 01113 1 1 01123 1 1015031 1 01513 1 1 01523 1 (ELEC HALL) HALL) HALL) ; (DATA 1 1 (DATA i i (DATA 1 1 (DATA I 1 (DATA I I (DATA 1 1 (DATA I ; (DATA ; I (DATA ; RM) NEW MECHANICAL DIST. PANEL 'MDPBD110' o.ECJ. D1 1200A, 48OV, 30, 3W, 65KAIC RE: SHEET E1.18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 150A 150A \ 3P \ 3P 3P 3P 150A 3P \ 50A 150A 150A J3P 150A 150A 150A 3P 3P 3P 150A 150A 150A 150A 3P 3P 3P f\ J3P J3P J3P J3P 1l *\ �\ •` J3P J3P �` •` •` •` s` e\ J3P •� 094 095 (FUT ) 0! 1 FUT ) I FUT ) 097 1 'TRNBD 110': 48OV:208Y/120V i 75kVA, NEMA 1 O.F.C.I• L-----------------^` 14c1 �> 098 1 Y NEW CRA- CRA- FUT. I CRA- PANEL 00403 00803 ; CRA- 1 02800 CPBD11 (DATA (DATA i 01201 1 (ELEC HALL) HALL) ; (DATA I RM) ERP- I I CON- I I CON- I I ERP- I I CON- I I CON- I I FUT. i I FUT. I i FUT. CON- 00403 00413 00423 00803 00813 00823 I ERP- I I CON- I 11CON-I 00000 (DATA (DATA (DATA (DATA (DATA (DATA 1 01201 1 1 01211 1 1 01221 1 (ELEC HALL) HALL) HALL) HALL) HALL) HALL) 1, (DATA I I (DATA I I (DATA I 1 RM) 1. REFER TO GENERAL ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS SHEET EO.1 FOR ALL SYMBOLS ON THIS SHEEP. 2. REFER TO SHEETS EO.2 AND EO.3 FOR ELECTRICAL SPECIFICATIONS. 3. REFER TO SHEET E4.1 FOR FEEDER SCHEDULES, LOAD ANALYSIS, AND FAULT CURRENT DUTY SCHEDULE. 4. PHASE ROTATION SHALL BE A-B-C CLOCKWISE THROUGHOUT SYSTEM. ONELINE DIAGRAM KEYED NOTES U1 UNIT MOUNTED DISCONNECT PROVIDED WITH EQUIPMENT (TYPICAL FOR ALL CRAC'S/ERP'S/CONDENSERS UNLESS OTHERWISE NOTED). LINETYPE LEGEND EXISTING EQUIPMENT/FEEDERS TO REMAIN - - - NEW EQUIPMENT/FEEDERS FUTURE EQUIPMENT/FEEDERS ----------------------------------------- 3 DIGIT ASSET CODE: PDU - POWER DISTRIBUTION UNIT EPM - ELECTRIC POWER MODULE MSB - MAIN SWITCH BOARD GEN - GENERATOR RE: NEW ROW 01-1 - BSWBA112 (BUS A) RE: NEW ROW 06-1 - BSWBB122 (BUS B) MDP - MECHANICAL DISTRIBUTION PANEL SHEET A2 400A SHEET B4 400A TRN - TRANSFORMER LCP - LIGHTING CONTROL PANEL E1.16 E1.i8 RPP - REMOTE POWER PANEL RE: NEW ROW 01-1 - BSWB8112 (BUS B) RE: NEW ROW 06-1 - BSWBC122 (BUS C) SHEET B2 400A SHEET C4 400A SYSTEMS SIDE: ALPHA CODE A-Z E1.18 NEW ROW 02-1 - BSWBC112 (BUS C) E1.16 NEW ROW 07-1 - BSWBA222 (BUS A) rUPSTREAM EQUIPMENT IDENTIFIER RE: RE: SHEET C2 400A SHEET A5 400A P D U AD 1 1 1 E1.18 RE: NEW ROW 02-1 - BSWBD112 (BUS D) E1.18 RE: NEW ROW 07-1 - BSWBB222 (BUS B) T it SHEET D2 400A SHEET B5 400A T DATA HALL DESIGNATION E1.18 E1.18 EQUIPMENT COUNT RE: NEW ROW 03-1 - BSWBA212 (BUS A) RE. NEW ROW 08-i - BSWBC222 (BUS C) ELECTRICALLY CONNECTED SYSTEM: SHEEP A3 400A SHEEP C5 400A ALPHA CODE A-Z E1.iB E1.16 RE: NEW ROW 03-1 - BSWBC212 (BUS C) RE: NEW ROW 08-1 - BSWBD222 (BUS D) EDGECONNEX NATIONAL ASSET EH,B C3 400A E„B D6 400A IDENTIFICATION SYSTEM RE: NEW ROW 04-1 - BSWB8212 (BUS B) RE: NEW ROW 09-1 - BSWBA312 (BUS A) SHEET B3 400A SHEET <A6 400A E1.1B EiAB RE: NEW ROW 04-1 - SSWBD212 (BUS D) RE: NEW ROW 09-1 - BSW80312 (BUS D) SHEET D3 400A SHEET <D5 400A E1.1B E1.i13 RE: NEW ROW 05-1 - BSWBA122 (BUS A) RE: NEW ROW 10-1 - BSWBB312 (BUS B) SHEET A4 400A SHEET B6 400A E1.18 E1.16 RE: NEW ROW 05-i - BSWBD122 (BUS D) RE: NEW ROW 10-1 - BSWBC312 (BUS C) SHEEP D4 400A SHEET C6 400A E1.18 E1.1B E11 ELECTRICAL ONE -LAVE DIAGRAM SCALESCALE: NOT TO nECEivE0, CITY OF l'tiK.1rILA JUN 13 2019 PERMIT CENTER 92- Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 V L M K. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503,222.4453 www.vlmk.com TETRAIN, www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 'll 1 • 3 1 L F Y3,�i ISSUES &.REVISIONS No. Date I Description 1 06/03/19 ISSUE FOR PERMIT L''1.=:::. SEP 27 2019 Cify cfTugfi •': u7 _e1„•�'a,7 rp ELECTRICAL ONE -LINE DIAGRAM sHEErriva DRAWN: SMP REVIEWED: GSS PROJECT NO.: C1766.00 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 'TRNBC110' 'TRNBD110' 1. ALL BARS, LUGS, AND CONDUCTORS PROVIDED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL USE CADMIUM YELLOW, ZINC CHROMATE, OR STAINLESS STEEL BOLTS FOR CONNECTIONS TO GROUND BARS. 3. BEND RADIUS FOR GROUNDING CONDUCTORS SHALL BE AT LEAST 12 INCHES THRU #4/0 AND AT LEAST 24 INCHES FOR GROUNDING CONDUCTORS GREATER THAN #4/0. 4. PULL BOXES IN DEDICATED GROUNDING SYSTEM AS SHOWN ON THIS SHEET SHALL BE KEPT TO A MINIMUM AND SHALL BE NON-METALLIC OR ELECTRICALLY ISOLATED FROM ADJACENT CIRCUITS AND BUILDING COMPONENTS. 5. GROUND BAR CONDUCTORS SHALL NOT SHARE CONDUITS OR PULL BOXES WITH CONDUCTORS OR CABLES OF OTHER SYSTEMS. 6. ALL BARE GROUNDING CONDUCTORS SHALL BE TINNED. 7. STRANDED GROUNDING CONDUCTORS SHALL HAVE CLASS B STRANDING, 8. GROUNDING SYSTEM IMPEDENCE SHALL NOT EXCEED 5 OHM. CONTRACTOR SHALL ADD CHEMICAL GROUND ROD(S) AS NECESSARY TO ADHERE TO THIS REQUIREMENT. 9. ALL GROUNDING SHALL COMPLY WITH NEC ARTICLE 250 AS A MINIMUM UNLESS NOTED OTHERWISE. 10. ALL GROUNDS SHALL BE COPPER. NO ALUMINUM SHALL BE PERMITTED. 11. ANY REQUIRED CONDUIT FOR GROUNDING SHALL BE PVC UNLESS NOTED OTHERWISE. NO METAL CHOKES SHALL BE ACCEPTABLE. SUPPORTS FOR GROUNDING CONDUITS SHALL UTILIZE NYLON BOLTS AND NON-METALLIC STRAPS TO PREVENT INSTALLATION OF CHOKE POINT IN GROUNDING SYSTEM. 12. ALL COMPRESSION LUGS SHALL BE TWO -HOLE LONG BARREL AND CRIMPED USING THE MANUFACTURER'S RECOMMENDED DIE AND CRIMPING TOOL. GROUND LUGS SHALL BE SHRINK-WRAPPED AND LABELED WITH NONMETALLIC TAGS. 13. TOTAL GROUNDING CONDUCTOR BENDING RADIUS SHALL NOT EXCEED 90' AT EACH LOCATION. 14. GROUNDING CONDUCTORS SHALL BE CONTINUOUS BY GAUGE FOR ENTIRE LENGTH. SPLICES ARE NOT ALLOWED. 15. LEXAN COVER FOR ALL GROUND BARS SHALL BE LABELED WITH GROUND BAR NAME AND PANI DIVISIONS. 16. CONNECTIONS TO ALL BUS BARS SHALL BE IN PANI LOCATIONS AS INDICATED ON THIS SHEET. 17. PANI DESIGNATION LOCATIONS SHOWN ON THIS SHEET ARE SCHEMATIC IN NATURE. PROVIDE ADEQUATE MOUNTING HOLES AT EACH DESIGNATION LETTER FOR PRESENT AND FUTURE CONNECTIONS. P A N I I P If SGC0110' A N I 7 EXISTING 0 0 0••••••• O•• O O• 0 0 0 0 0 O p p 0 1 00 0 vu O O n n O Op0000pOUIMSGO100o' 0 0 0• e• '� • 0••®° 0000100 • o 0 0 0 0 o MOUNTING: 8'-0" ABOVE FINISHED FLOOR p p ,. p c, o p o o c u e o 0 o O p o 0 0 LOCATION: MECH-10 _ _ _- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J LOCATION: DATA HALL i ELECTRICAL ROOM NOTE: BOND EACH GENERATOR FUEL TANK TO REBAR IN CONCRETE SLAB UTILIZING "GO02" CONDUCTOR. REFER TO GROUNDING PLAN FOR GROUND ROD AND TEST WELL LOCATIONS AND QUANTITIES i I o a co02 0 I� 10' 0" (TYP.) oo G002 HH G002 J G�p2 HH 0 I I I I I I PAD MOUNTED GENERATOR (2000kVA) GENAA700 I L G002 tz0002 -0 I I I PAD MOUNTED GENERATOR TRNAB100 GENABI00 (2000kVA) G002 G002 0 0 o PAD MOUNTED GENERATOR o TRNAC100 GENAC100 (2000kVA) G002 a G002 PAD RN MOUNTED GENERATOR (2000kVA) GENAD100 G002 a �-------- G002------- �1 NEUTRAL AND GROUND BOND SHALL NOT BE INSTALLED IN SERVICE ENTRANCE MAIN SWITCHBOARD UNTIL PERMANENT SERVICE IS INSTALLED AND OPERATIONAL. �2 NEUTRAL AND GROUND BOND SHALL BE INSTALLED IN THE TEMPORARY SERVICE ENTRANCE SWITCHBOARD DURING OPERATION OF TEMPORARY SERVICE. •T TO SCALE TWO I10 MOUNTING: HORIZONTAL AT 8'-0" ABOVE RAISED FLOOR LOCATION: DATA HALL Al N II 0 °0 00 o 0 0 o 0 0 0• 0 0 00 0 M 00 0 0 0 0 0 000000000:00 �o��o �e��e��o��e� o• a 0 0 0 0 0 0 0 0• o 0 eia,e,a,e,• 0 0 o O o 0 0 0 VERIFY WITH OWNER QUANTITY OF RACKS TO BE INSTALLED IN EACH ROW. (TYPICAL) ROJGC; REQUIP. OW 5 RACK G011 REQUIP. OW 6 RACK G011 REQUIP. OW 7 RACK G011 EQUIP. ROW g RACK G011 MOUNTING: HORIZONTAL BELOW RAISED FLOOR LOCATION: DATA HALL 3 Al N (I 0• 0 0 0 0 0 0 0 0• 0 0 0 0 0 0 0 �_ i 1 (o)j(o)j(o); o IoIllollloll o l_ )J.( ") o EQUIP. 7( o )� 1 o h (o) o RACK ROW 9 IIaIIIo_D o TGO j Y I Y G011 r l I l l I I I I I i I I I I I i I I I I I i I I EQUIP. RACK I I 1 1 1( EQUIP. RACK ROW 10 1 1 1 1 1 1 I I I I I GO11 I I I I I I I I I I I GO11 I I I I I I I I I I I I I I 7_--_1 1 I I i----I 1 I I 1 EQUIP I I I I I I EQUIP I I I RACK I I RACK ROW 11 I I I I I I L_1_J L_i_J I I I I (G011) (G011) I I I I I I I EQUIP. EQUIP. j I I I I I I RACK I I RACK I ROW 12 I ( L-1-J L—I-J I I I I 1_ I 1 1 (GO11) 1, (G011) 1 'T-' I 1 I 1 L---------1�z I I I 2---d- I I 1 EQUIP. EQUIP. I I I 1 I RACK i I RACK I ROW 13 jI j L-1-J L_i_J I I I I �.� (GO17) L� (G011) "T— -T— L----------- 4]L-2 I I I ?- I j I I I EQUIP I I I EQUIP I I I i RACK 1 I I RACK ROW 14 I I I L_1-J L_1_J (G011) (G011) I i I �T� i I L------------ 2- li?VrWt11 1(11 MOUNTING: HORIZONTAL BELOW RAISED FLOOR LOCATION: DATA HALL A ( N 1I 0 00 0 0•• 0 0 0 o• o o• 0 0 0 METAL COMPUTER ROOM DOOR RAISED FLOOR FRAME GROUND GRID G007 G012 G007 G007 G007 TYP. G007 HVAC QUIPMEN G007 G007 G007 G012 UL LISTED 'C' OR W TAP COMPRESSION FITTING (TYP. WHERE SHOWN ON THIS SHEET). I EQUIP. I I EQUIP. I I I RACK I I RACK I ROW 15 I I L _i_ J L -I- J r T I I (G01) r1_ (G011) 4�_ � I i r----1 T----1 I EQUIP. I I EQUIP. I I RACK I I RACK I ROW 16 I L —1— J L -1- J I (G011) (G011) L---------------- >? rJ— RECEIVED CITY OF i't KWILA JUN 13 2019 PERMIT CENTER LEGEND ------ EXISTING TO REMAIN -"--"""' FUTURE "' i1 -0/ 9z Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 ff- V L M K. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 i • •o rsv n' ISSUES & REVISIONS Na Date ..............-, D eseri 'Pa on 1 06/03/19 ISSUE FOR PERMIT VAN t:L .Ear= _.J SEP 27 2013 CRY Cf Tud^,,,:!3 m Sam ITTlB GROUNDING ONE -LINE DIAGRAM oe SFHEErrN0. DRAWN: SMP REVIEWED: GSS PROJECT NO.: C1766.00 "ILE1.2 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. I I I I I ( I VESTIBULE I 144 \ i POWER PLAN KEYED NOTES O PROVIDE EPO SYSTEM. REFER TO DETAIL i/E3.3 FOR ADDITIONAL INFORMATION. 10 PROVIDE INDUSTRIAL GRADE RETRACTABLE POWER CORD REEL, KH INDUSTRIES REELTUFF POWER CORD REEL MODEL NUMBER RTBB3L-WW-J12K. 50 FOOT 12/3 SJ CORD, 125V, OEPO BREAKGLASS BUTTONS. COORDINATE EXACT LOCATION WITH ADJACENT DEVICES NOT 20A WITH SINGLE 5-20R RECEPTACLE. PROVIDE OPTIONAL 345 DEGREE PIVOT BASE, MODEL SHOWN ON THIS PLAN. REFER TO DETAIL 1/E3.3 FOR ADDITIONAL INFORMATION. NUMBER RTBF-PVB. MOUNT REEL AT CEILING HEIGHT, SUPPORTED FROM STRUCTURE ABOVE. O ROUTE UP TO ASSOCIATED CONDENSING UNITS ON ROOF. RE: SHEET E2.5 FOR PROVIDE ADDITIONAL SAFETY CHAIN FROM STRUCTURE ABOVE TO REEL BASE. ONCE INSTALLED THERE SHALL BE NO NOTICEABLE MOVEMENT IN EITHER THE VERTICAL OR CONTINUATION. COORDINATE WITH MECHANICAL CONTRACTOR FOR ROOF PENETRATION. HORIZONTAL DIRECTIONS. FIELD VERY EXACT LOCATION WITH BCEI PRIOR TO INSTALLATION. DISCONNECT PROVIDED INTEGRAL TO UNIT. �4 PROVIDE CONNECTION TO CRAC, FIELD VERIFY EXACT TERMINATION LOCATION. REFER TO ONE LINE DIAGRAM FOR CIRCUITING REQUIREMENTS. UNIT HAS INTEGRAL MOUNTED 11 PROVIDE CONNECTION TO BATTERY MONITORING SYSTEM, 120V. SUPPORT FROM CUSTOMER DISCONNECT SWITCH INCLUDED AS OPTION WITH UNIT. UNISTRUT SUPPORT GRID. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH EQUIPMENT MANUFACTURER. TYPICAL. OPROVIDE INTERFACE TO LOCKOUT REHEAT/HUMIDIFICATION DURING TRANSFER TO GENERATOR POWER. REFER TO DETAIL 2/E3.3. PROVIDE CANBUS CONDUIT AND CABLING BETWEEN 12 PROVIDE (6) #12 STRANDED (1) #12 STRANDED GROUND IN 1" CONDUIT, BETWEEN EACH CRA/ERP/CON PER DETAIL 2/E3.4. LITHIUM ION BATTERY CABINET AND UPS MODULE, RE: UPS/BATTERY CABINET SUBMITTALS FOR EXACT TERMINATION REQUIREMENTS. O FACTORY PROVIDED UNIT MOUNTED NON -FUSED DISCONNECT. 13 POWER FOR ELECTRIC DOOR STRIKES. O POWER FOR GENERATOR POWER PANEL. 14 POWER FOR EPO PANEL. ONOT USED. 15 POWER FOR SECURITY PANEL. O OVERHEAD BUS CONNECTION BOX. BOX AND BUS TO BE SUSPENDED FROM STRUCTURAL CEILING GRID. PROVIDE FEEDER CONNECTION TO EACH OVERHEAD MOUNTED BUSWAY. FIELD 16 PULL CIRCUIT FOR BMS AND ATS METERS FROM TRANSFER SWITCH IN MECHANICAL VERIFY EXACT TERMINATION LOCATION. REFER TO ONE -LINE DIAGRAM FOR CIRCUITING CORRIDOR. RE: DETAIL E3.3/3. REQUIREMENTS. TYPICAL. 17 POWER FOR FACP. 18 30/2/NF/NEMA1 DISCONNECT. �02 (0-3) I ( 1 1 ill CON02700 is %� 0VIA CRAOAtt" 1 ria f_VIA O :1 I UPS MB IIBA110 BA110 T DPBD110-7 TO CON02800 MDPBC110-9 CON02700 - UPSBB110 4 JCRA09R00 (4)M02700 UPS-4 140 M8CBB110 MBCBC110 TEMPORARY TRANSFORMER (1500KVA) I i I I j GENAA110 (175OKW) +: I LCPBC110-31,33,35 VIA (4)#6,(1)#10G,1"C CRA02600 1. REFER TO SHEET EO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEEFS EO.2 AND EO.3 FOR ELECTRICAL SPECIFICATIONS. 3. SEE ONE LINE DIAGRAMS AND FEEDER SCHEDULES FOR FEEDER SIZES AND EQUIPMENT SIZES NOT INDICATED ON THIS PLAN. 4. SEE MECHANICAL PLANS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF HVAC EQUIPMENT. 6. ALL SINGLE PHASE BRANCH CIRCUITS ARE (3) #12, 3/4" C UNLESS IDENTIFIED OTHERWISE ON THIS PLAN, ELECTRICAL ONE LINE DIAGRAMS, OR AS REQUIRED BY SHEET EO.1 TO BE INCREASED DUE TO VOLTAGE DROP PER N.E.C. NEUTRAL CONDUCTORS SHALL NOT BE SHARED. 7. REFER TO 1/E3.2 FOR MOUNTING HEIGHT OF DEVICES. B. POWER REQUIREMENTS TO RACK MOUNTED COMPUTER HARDWARE EQUIPMENT ARE UNDEFINED AT THIS TIME. WHEN OWNER SELECTS EQUIPMENT, ENGINEER SHALL SUBMIT BRANCH CIRCUIT DISTRIBUTION REQUIREMENTS TO CONTRACTOR FOR INSTALLATION. POWER WILL BE DISTRIBUTED VIA OVERHEAD BUSWAY SHOWN IN DATA CENTER. ENGINEER WILL CONFIRM LOAD DOES NOT EXCEED THE CAPACITY OF THE BUSWAY AND UPSTREAM ELECTRICAL DISTRIBUTION. 9. PROVIDE 3.5" CONCRETE HOUSEKEEPING PADS FOR INTERIOR EQUIPMENT AS SHOWN. PAD SHALL BE MINIMUM OF 3" LARGER THAN EQUIPMENT ON ALL SIDES. `t I I I O U i O O O O J—v-- O I � I I t I MDS88110 MBCM� UPS D110 1 TO t I ,t •t o t N } O 0 t tl VIA CRA02500 wp cn LCPBD110-21 MDPBB110-9�N0 600 MDIIBA110-9 CON 20 500 LCPBD110-8 LCPBCI10-12 jl UP_ B O4 CRA02�00 (�4 CRA02500 13CD I 11 J 13 J LCPB 1 10I LCPBC110-21 UP j1 LCPBC110-38,4 ,42 3#8, #10G., 3/, "C. j 13 I r — - P 110i 1�10 POUBA110 DP UB8110 P BC110 PDU 1 0 PDUBB210 PDUBC 1 PDUBD210 j DPM BC110MDPB LCPBC110- FC 0700 MDPBA110-2 UP 3 MDPBA110-1 O RISER ROOM i MDPBC110-2 PBC110 14 EUH00100 ( TUT. CRA01303 FUT.CRA01103 FUT.CRA00903 0 MECH 10 13 CRA00703=IF � 52#12, CRA003 3 4 - ( 5 CRA00103 4LCPBC110-28,30 O O f #12G., 3/4"C. L BC110 6 ( (DA-ib0) (DA-150) (DA-150) d -� Y _ (DA-150) (DA-150)Q (DA-150) 15 EPo 2 j LCPBD110-6 STA. #3 TYP. 9 — — — — ..---" BSWBAII2VB BSWA12 BSWBD112 BSWBC212W 8DBSBB212 jWB BSWBD212 BSWBD22 SWBC122 BSWB222 BSWBB22 � CD SWBBCD222222 OBSSWWW`8D311 2� SW 3 SWWB83BS \...i ------ EPO STA. #2 I 2 I \ m 16 FUICRA01403 I �0.6- - - — - ---- - - - - .0 — -- - - LCPBCI 0-41 10 FUT CRA01203 (DA-150) -- E I I -- L I I I I i I i I I I LgPEID110-41 I I I I 10 I I I I I LCPBC110-38 j I I I ,TA HALL 3 137 10 10 � I I LCPBC110-40 o ml �I I I 10 1q r� r� r/ r% r/ r/ r/ LCPBC1 10-4 1 :• 1 4 © © p EPO RAOOS ,lam •1i"1 © © © © © L 1 • rot r r� ,! 1 ,Y� ®i Itl PON I I %i�PRO �FCU 02 Y' / / :11 CORRIDOR r/ / r : - 1 !!!7 POWER PLAN AREA NOT IN CONTRACT 01110 'a, O'CyJ Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 i • � r� • • J • }® • — Tx1 ' Ei e F ISSUES & REVISIONS Na Date Descnpti- 1 06/03/19 ISSUE FOR PERMIT r 6arlct V Lj SEP 27 2ii9 City of Tu!nc. !a 1 Al r`sr f"` CITY i?OF TUKWILA ELECTRICAL JUN 13 2019 POWER PLAN PERMIT CENTER Na DRAWN: SMP REVIEWED: RWB ...+ PROJECT NO.: C1766.00 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT 0 F BURR COMPUTER ENVIRONMENTS, INC. Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 Ci ww" 'e ISSUES& REVISIONS Na Dmipfimt 1 06/03/19 ISSUE FOR PERMIT A 1P 161�. SEEP 27 Wig ON cf Tu*',Y-,b sm EGROUSIRM s"Nl ELECTRICAL 0 NDING PLAN r N(X DRAWN: SMP REVIEWED: GSS PROJECT NO.: C1766.00 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503,222.4453 www.vimk.com lijb TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 8$3-9300 FAX: (206) 883-9301 i a. i ry� -} ' • 1 ISSUES & REVISIONS No, F Date 1 Deseripd- 1 06/03/19 ISSUE FOR PERMIT P,l'fi4`Y '4� SEP 27 20,19 City cf Tukv.,:la SHERr ELECTRICAL CONDUIT PLAN SHIMM DRAWN: SMP REVIEWED: RWB PROJECT NO,: C1766.00 A-d 0 4 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 i � 1 1 R �3i9� wwg'; r � � � ur •. z r ISSUES & REVISIONS Na Date Description 1 06/03/19 ISSUE FOR PERMIT SEP 27 2UM Ci#y cf TOkw:b m ELECTRICAL ROOF PLAN el ENO. DRAWN: SMP REVIEWED: GSS PROJECT NO.: C1766.00 IEJ2.5 / PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ` S/S NUT S/S BELLEVILLE WASHER S/S BELLEVILLE WASHER MAXIMUM 1/8" GROUNDINGLUG 18 COPPER BUS S/S BOLT (1 OF 2) -CLEAR HEAT SHRINK GROUNDING CONDUCTOR LABEL INDICATING FAR END TERMINATION "DO NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS. PROVIDE NYLON STRAP TO ATTACH TAG TO CONDUCTOR. 1. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL INCLUDING BELLEVILLES. COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATING. 2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL COAT ALL SURFACES WITH KOPR-SHIELD. 7 GROUNDING LUG DETAIL E3.1 NOT TO SCALE BLOCKING (FOR GYP. BD. WALL ONLY) — POLYESTER INSULATER (TYP.) 5/8" HARDWARE AND LOCKWASHERS (TYP.) LEXAN PANT DESIGNATIONS WITH NS NAME LABEL AND GROUND BAR z MOUNTING BRACKET z GYP. OR CMU WALL lFT FINISHED FLOOR 4 GROUND BAR MOUNTING E 3.1 NOT TO SCALE 0 0 0 0 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 AS REQUIRED NOTES: 1. ALL HOLES ARE COUNTERSUNK 1/16". 2. BAR STOCK IS 1/2" THICK, 98% CONDUCTIVE COPPER. 3. SILVER-PLATED COPPER BUS BAR. 4. REFER TO 3/E6.1 FOR MOUNTING DETAIL. 5. REFER TO 1/E6.1 FOR GROUND LUG DETAIL 6. DETAIL IS SIMILAR FOR ALL GROUND BUSSES. 7. PROVIDE BUS EQUAL TO LIGHTNING MASTER "BUSMASTER" SERIES "B" PATTERN. B. BUS LEXAN COVER SHALL BE CLEARLY LABELED WITH NAME CORRESPONDING TO THOSE INDICATED ON i/Et:2: 9. BUS LEXAN COVER SHALL BE CLEARLY LABELED LEFT -TO -RIGHT WITH "P", "A", "N", "1" DESIGNATIONS WITH A VERTICAL LINE BETWEEN EACH DESIGNATION. ALLOW FOR ENOUGH MOUNTING HOLES AT EACH DESIGNATION FOR ALL CURRENT CONNECTIONS WITH ALLOWANCES FOR FUTURE CONNECTIONS. REFER TO 1/Ei.t. 5 GROUND BUS DETAIL E 3.1 I NOT TO SCALE EXOTHERMIC CONNECTION (CADWELD) 11/16" 0 (TYP. OF 2) -.— STRUCTURAL STEEL MEMBER (REFERTODRAWINGSFORSIZES) PRIOR TO CONNECTION, SCRAPE AWAY ALL PAINT AND/OR GALVANIZING THEN REAPPLY AS NECESSARY AFTER CONNECTION IS COMPLETE TYP. GROUNDINGCONNECTION TO STEEL NOT TO SCALE INBgs FLOOR STRINGER #4 AWG STRANDED COPPER CONDUCTOR TO NEXT PEDESTAL. PANDUIT #GPQC SIZED TO ACCOMODATE PEDESTAL DIAMETER. #4 AWG STRANDED COPPER CONDUCTOR TO NEXT PEDESTAL. TAL DIAMETER. REMOVE PAINT AROUND PERIMETER AT GROUNDING CONNECTION POINT, Wh, INTERNAL PEDESTAL l GROUNDING DETAIL � SCALE . FLOOR STRINGER #4 AWG TO FLOOR STRINGER FLOOR STRINGER #4 AWG, STRANDED COPPER CONDUCTOR TO INTERNAL PEDESTAL. MAINTAIN 12" BENDING RADIUS PERIMETER #2/0 AWG STRANDED COPPER CONDUCTOR PANDUIT #GPQC SIZED TO ACCOMODATE PEDESTAL DIAMETER. PEDESTAL BURNDY YAV RING LUG WITH THRU BOLT, LOCKWASHER, AND NUT. PERIMETER GROUNDING3 DETAIL NOT TO SCALE FOR ALL #2/0 TO #2/0 CONNECTORS PROVIDE BURNDY C-TAP CRIMP CONNECTOR. ATTACH PEDESTAL TO #2/0 AWG PERIMETER WIRE AND #4 AWG SUPPLEMENTARY WIRE AT EACH INTERSECTION OF WIRE. LOCATE ALL GROUNDING WIRE AND GROUNDING CLAMPS UNDER RAISED FLOOR. GROUND EVERY FOURTH PEDESTAL OF RAISED FLOOR IN BOTH DIRECTIONS ONLY BETWEEN ROWS OF EQUIPMENT. GROUNDING CONDUCTORS ARE NOT ALLOWED UNDER EQUIPMENT ROWS PARALLEL TO THE ROWS. CONNECT TO THE MAIN STRINGER WITH A #4 COPPER WIRE AT ALL PERIMETER CONNECTIONS. , AWG STRANDED COPPER IDUCTOR TO INTERNAL PEDESTAL PERIMETER #2/0 AWG STRANDED COPPER CONDUCTOR PANDUIT #GPQC SIZED TO ACCOMODATE PEDESTAL DIAMETER. REMOVE PAINT AROUND PERIMETER AT GROUNDING CONNECTION POINT. 1. PROVIDE THE GROUNDING CONDUCTORS, CONNECTORSN AND CONNECTIONS TO THE RAISED FLOOR IN ACCORDANCE WITH THE RAISED FLOOR GROUNDING DETAIL AS SHOWN. 2. PROVIDE A #2/0 AWG STRANDED COPPER CONDUCTOR FOR THE PERIMETER RING ' AROUND THE RAISED FLOOR. PROVIDE A SUPPLEMENTARY SYSTEM OF #4 AWG STRANDED COPPER CONDUCTORS INSIDE THE PERIMETER IN BOTH DIRECTIONS AT EVERY 6TH PEDESTAL MAXIMUM AS SHOWN ON GROUNDING PLAN. CONNECT SUPPLEMENTARY #4 AWG ` \ TO EVERY 4TH PEDESTAL ALONG ITS LENGTH. AT EACH INTERFACE BETWEEN THE #2/0 PERIMETER AND #4 SUPPLEMENTARY CONDUCTORS (WHERE THEY CROSS), CONNECT BOTH CONDUCTORS TO A RAISED FLOOR PEDESTAL VIA A BURNDY TYPE GP-G1 CONNECTOR. O 3. AT ALL PERIMETER CONNECTOR LOCATIONS, PROVIDE A #4 AWG STRANDED COPPER CONDUCTOR BETWEEN THE CONNECTOR AND THE MAIN (CONTINUOUS) STRINGER OF THE RAISED FLOOR SYSTEM. ATTACH TO THE MAIN STRINGER WITH A BOLT WITH LOCKING " WASHER AND NUT, DRILLED AND INSERTED THROUGH THE SIDE OF THE SPRINGER. O.� 4. BOND ALL FLOOR MOUNTED CRAC UNIT STANDS TO THE #2/0 PERIMETER CONDUCTOR OR #4 CROSS CONDUCTOR VIA A #4 AWG STRANDED COPPER CONDUCTOR BURNDY C-TAP CRIMP OR APPROVED EQUAL. p•.�> - �J 5. INSTALL ALL GROUNDING CONDUCTORS AND CONNECTORS UNDER RAISED FLOOR (TO THE EXTENT THAT THIS IS POSSIBLE), ALL GROUNDING CONDUCTORS BELOW RAISED FLOOR SHALL BE RAISED AS HIGH AS POSSIBLE OFF OF CONCRETE FLOOR. Q 6' REMOVE ALL PAINT AROUND PERIMETER OF PEDESTAL AT THE POINT WHERE GROUND L� CONNECTOR AND CONDUCTORS ARE ATTACHED TO PEDESTAL. 91 7. BOND ALL UNDERFLOOR METALLIC CONDUITS, CABLE TRAY, OR OTHER CONDUCTING STRUCTURES TO THE RAISED FLOOR GROUNDING SYSTEM AT THEIR POINTS OF ENTRY INTO THE RAISED FLOOR AREA VIA A #4 AWG STRANDED COPPER CONDUCTOR BURNDY C-TAP CRIMP OR APPROVED EQUAL. 3 RAISED FLOOR GROUNDING DETAIL E3.1 NOT TO SCALE ) / ?- 6FI /9042- RECF_I»Ei1 CITY OF WK11iILA JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.Amk.com TETRA TECF www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 • 40 ■ :s . w, m SHEET111ZB ELECTRICAL DETAILS slow DRAWN: SMP ". E • 1 REVIEWED: GSS PROJECT NO.: C1766.00 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. System No. W-L-8059 F Ratings -1 and 2 Hr (See Item 1) T Rating-0 Hr 1 OR 2 HR FIRE -RATED GYPSUM BOARD/STUD WALL ASSEMBLY 2. CHANNEL SHAPED STEEL STUDS, MIN 3-1/2 IN. WIDE AND SPACED MAX 24 IN. OC. ADDITIONAL FRAMING MEMBERS SHALL BE INSTALLED IN STUD CAVITY CONTAINING THROUGH PENETRANTS TO FORM A RECTANGULAR BOX AROUND THE PENETRANT. 3. GYPSUM BOARD* - 5/8 IN. THICK, MAX AREA OF OPENING IS 765 SO IN. WITH MAX DIMENSION OF 40 IN. WIDE. 4. CONDUITS - MAX OF TEN CONDUITS TO BE INSTALLED WITHIN THE OPENING. A MAX OF SIX CONDUITS SHALL BE GREATER THAN 2 IN. THE MAX SPACE BETWEEN CONDUITS AND BOARD CUTOUT AND OTHER CONDUITS IS i INCH. 4. CABLES - MAX OF ONE 4 IN. (OR SMALLER) DIAM TIGHTLY BUNDLED CABLES INSTALLED WITHIN THE OPENING AND RIGIDLY SUPPORTED ON BOTH SURFACES OF WALL. 5. FIRESTOP DEVICE* - BOARD - MIN 1 IN. THICK BOARD TO BE INSTALLED ON EACH SIDE OF WALL WITH MIN 1 IN. OVERLAP ONTO WALL AND TIGHTLY BUTTED SEAMS, BOARD TO BE ATTACHED TO FRAMING MEMBERS AROUND ENTIRE PERIMETER USING 2-5/8 IN. LONG SELF -DRILLING TYPE S STEEL SCREWS WITH 1-1/4 IN. OD STEEL FENDER WASHERS AT EACH CORNER AND SPACED MAXIMUM 8 IN, OC IN BETWEEN. 6. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS BETWEEN THE METALLIC THROUGH PENETRANTS (ITEM 2) AND THE PERIPHERY OF THE BOARD. FILL MATERIAL INSTALLED FLUSH WITH BOTH SURFACES OF WALL. 7, FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS BETWEEN THE CABLE BUNDLE (ITEM 3) AND THE PERIPHERY OF THE BOARD. FILL MATERIAL INSTALLED FLUSH WITH BOTH SURFACES OF WALL. /0'6� CONDUIT WALL • •, NOT • SCALE "BACK TO BACK" OUTLET BOXES ARE TO BE INSTALLED ON OPPOSITE SIDES OF FRAMING MEMBERS TO LIMIT SOUND TRANSMISSION. WHERE THIS IS NOT POSSIBLE PROVIDE MINIMUM 6" CLEAR SPACE BETWEEN BOXES. 1• 6" MIN --I 0o II 1001. OUTLET BOX (TYPICAL) — ! L- OUTLET COVER (TYPICAL) WALL PARTITION J PARTITION FRAMING MEMBER 7 OUTLET BOX INSTALLATION E3.2 NOT TO SCALE 1/2" ALLTHREAD ROD TO STRUCTURE OVERHEAD. REFER SPECIFICATIONS FOR — ACCEPTABLE SUPPORT METHODS TRAPEZES ARE TO BE SPACED MAXIMUM 5-0" APART. AFTER INSTALLATION OF CONDUITS AND CONDUCTORS TAPEZES SHALL SHOW NO PRIOR TO SUPPORTING TRAPEZES FROM „-VISIBLE DEFLECTION THE STRUCTURE THE ELECTRICAL CONTRACTOR WILL PROVIDE TO THE TCQNDUIT CLAMPS SCHEDULED CONDUIT STRUCTURAL ENGINEER CONDUIT ROUTING PATHS AND WEIGHTS AND OBTAIN WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. WHERE CONDUITS CANNOT BE � � O SUPPORTED FROM STRUCTURE ABOVE PROVIDE STANTION POLES FOR SUPPORT OF TRAPEZES. _ PROVIDE SINGLE THREADED NUT AND WASHER �LLP ` `lY ON TOP OF MATED SURFACES AND TWO NUTS `LLY AND WASHER ON BOTTOM OF MATED SURFACES PROVIDE TWO 1-1/2" SECTIONS STRUT MATED BACK TO BACK MAXIMUM FIVE EXPOSED THREADS WITH ENDS FILED SMOOTH AND ROUNDED 8 TRAPEZE FOR CONDUIT SUPPORT E3.2 NOT TO SCALE .5" 9„ r 3/8" 1 3/8„ GREEN COLOR PRINT ON BOTH SIDES NOTE: NAMEPLATE SHALL HANG BELOW LIGHTS APPROX. 3'. 4.5 USE SMALL LINK CHAIN. " .DR` O. BAR LOCATION INDICATOR NOT • SCALE PROVIDE PHENOLIC LABELS AT EACH PIECE OF ELECTRICAL DISTRIBUTION EQUIPMENT (AND ASSOCIATED BRANCH FEEDERS AND DISCONNECTING MEANS INCLUDING UNIT MOUNTED DISCONNECTING MEANS. EQUIPMENT UPSTREAM FROM ATS EQUIPMENT SHALL BE WHITE LABELS WITH BLACK 1/4" LETTERING. ALL ATS AND EQUIPMENT DOWNSTREAM SHALL BE AS FOLLOWS: A DISTRIBUTION: RED LABELS WITH WHITE LETTERING B DISTRIBUTION: BLUE LABELS WITH WHITE LETTERING C DISTRIBUTION: ORANGE LABELS WITH WHITE LETTERING D DISTRIBUTION: PURPLE LABELS WITH WHITE LETTERING PROVIDE INFORMATION IN THE FORMAT INDICATED. PANEL "EDC*****MDPA1000" 480/277V, 3 PHASE, 4 WIRE, 60 HERTZ MAIN BUS: 800A, BRACED FOR: 65kAIC COLOR CODING: PHASE A -BROWN PHASE 8-YELLOW PHASE C-ORANGE NEUTRAL - GREY NOTE: ALL COLOR CODING SHALL BE IN ACCORDANCE WITH LOCAL CODES AND ORDANANCES. '*' IN PANEL NAME REFERENCES EDGECONNEX SITE ID NUMBER. REFER TO EDGECONNEX SITE ID IN SHEET TITLEBLOCK. TYPICAL PANEUGEAR LARIELING DETAIL NOT • SCALE 480V GROUNDING CONDUCTOR 2Y-TYPE TRANSFORMER GROUND CONNECTION POINT AT TRANSFORMER GROUNDING ELECTRODE CONDUCTOR STRUCTURAL STEEL OR AREA GROUND BUS 208Y/120V SECONDARY NEUTRAL CONDUCTOR BRANCH DEVICE �--------------- ----- --) I MAIN BRKR EQUIPMENT GROUNDING CONDUCTOR H N N INSULATED NEUTRAL TERMINAL TO LOAD.-I IG 120/20$V PANELBOARD IG �-_ } GROUND BUS \-ISOLATED GROUND BONDING JUMPER ISOLATED GROUND BUS H - BLACK, RED OR BLUE N - WHITE G - GREEN IG - GREEN/ WITH YELLOW STRIPE 5 TRANSFORMER CONNECTIONS E3.2 NOT TO SCALE AUDIBLE, VISUAL, COMBINATION AUDIBLE/VISUAL INDICATING APPLIANCE 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER WALL MOUNTED �� INFORMATION SYSTEM -�-� '—' OUTLET 6" O 54" 42° O � 18" 18° 12" 1o1o101i1M 42" —UGHT SWITCH MULTI -GANG INFORMATION SYSTEM OUTLET SWITCHES SHALL EXTEND MOUNT VERTICALLY AWAY FROM THE DOOR LINTERCOM SYSTEM VOLUME CONTROL REFER TO SPECIAL SYSTEMS PLANS -DUPLEX RECEPTACLES FOR LOCATIONS. MOUNT VERTICALLY DOUBLE ACTION PULL STATION EPO SWITCHES 1 ELECTRICAL DEVICE MOUNTING DETAIL E3.2 NOT TO SCALE 12"xl2"x4" JUNCTION BOX LOCATED ON SECURE SIDE OF POWER SUPPLY DOOR �" CONDUIT I Y4" CONDUIT WITH PULLSTRING HOMERUN TO SECURITY ROOM SECURITY PANEL - - - - - - - - - - - - C----- -- - - - - - - - - - - - - - - - - - CEILING (WHERE APPLICABLE) REQUEST TO EXIT (REX) CENTERUNE CONDUIT MOUNTED ON CEILING ON OF SECURE SIDE OF DOOR DOOR ELECTRIC HINGE MAGNET ELECTRIC STRIKE i NO CARD READER 54" AFF 42" AFF 1. DOOR ELECTRIC LOCK HARDWARE AND LOCAL POWER SUPPLY SHALL BE PROVIDED BY SECURITY CONTRACTOR. 2. COORDINATE THE EXACT LOCATION OF SECURITY DEVICES, CONDUIT, AND JUNCTION BOXES WITH THE ARCHITECT, ENGINEER, AND SECURITY CONSULTANT. 3. ALL DETAILS OR COMPONENTS OF DETAILS ARE NOT NECESSARILY USED. COORDINATE ALL REQUIREMENTS WITH TENANT'S SECURITY CONTRACTOR. PROVIDE ROUGH -IN FOR THE SECURITY SYSTEM ONLY (CONDUIT, BOXES, PULLSTRINGS, 120V AC POWER, ETC.) ALL WIRING, DEVICES, INSTALLATION OF DEVICES AND TERMINATIONS BY OTHERS. 4. ALL CONDUITS INDICATED ON THIS DETAIL SHALL BE CONCEALED IN WALL OR CEILING WHERE POSSIBLE. ALL BOXES INDICATED ON THIS DETAIL SHALL BE RECESSED IN WALL WHERE POSSIBLE. RECEIVE? /'_2""N SECURITY ROUGH -IN DETAIL CITY OF7IiK11iILA E3.2 NOT TO SCALE .TUN 13 2019 (5� PERMIT' CENTER n el 704 Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmkcorn TETRATEC www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 0 a r • r a -I s �L x t T L z c a u 7tm ISSUES & REVISIONS Na F Date Description 1 06/03/19 ISSUE FOR PERMIT CIDU --- P_27.2c3_.- - -- st138P111LB ELECTRICAL DETAILS Na DRAWN: SMP E-3.2 REVIEWED: GSS3-4 PROJECT NO.: C1766.00 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF NOT COMPUTER ENVIRONMENTS, INC. N.O. CONTACTS WHICH CLOSE WHEN TRANSFER SWITCH IS IN THE "EMERGENCY" POSITION. LOCATED AT ATS TERMINAL STRIP. ATS'S WILL BE SHOWN IN SEPARATE R y TERMINAL K=1 83 TERMINAL BLOCK R1 SPARE CONTROL TRANSFORMER PROVIDED BY CONTRACTOR, / PROVIDA. E PRI. AND SEC.RIOR OF CRAC 480x 40/24V, T2� TO 480V SOURCE ON LOAD SIDE OF UNIT MOUNTED R3 DISCONNECT. CRA00303 R3 m83 R3 R3 TERMINAL BLOCK SPARE R+ �'-- RELAY PROVIDED BY CONTRACTOR, 120V COIL, SPARE PROVIDE MINUMUM TWO CONTACTS RATED AT IDA, R+ ONE N.O., ONE N.C., NEMA 1 ENCLOSURE. LOCATE INTERIOR OF CRAC UNIT. EPO STATION #1 --- DATA HALL 3 ��o________________________________1[14 ___ L-----------------------------------14 --- EP003000 ___________________�1t4______ g ______________________________C:D TO PDUAA210 POU EPo rowm srsm� PESETftPHP resr #14 © ONOMA& CRA00203 EPO STATION #2 DATA HALL 3 wmPo ------------------------------------------------------------ #14 TO PDUA8210 Pou EPo TERMINAL BLOCK E.P.O. ACTIVATION o o • •-• e-o-------------------------------14--- � � #14------------------------------------ INPUTS `----------------------------------------------------#14 --- ------------------ E.P.O ACTIVATION EPO STATION #3 DATA HALL 3 WVxIE QvH KEY swim r- l O L 14 TO PDUAC210 ppU EPo OUTPUTS PDU OUTPUT CIRCUIT BREAKERS "_j__L--•-------------------------------#- ---- I14--- - -------------------114 O O O CRA00403 L---------------------------------------------------- -------------------#14----------------------------------- a�MAWN KWAP ra w usm TO PDUAD210 Pou EPo TERMINAL BLOCK (AC W0) (AC s UPS Q°> ------------------- ila suss KJy 1 1821 CRA00503 K.s1 82 CRA00603 1831 TERMINAL BLOCK 83 TERMINAL BLOCK EPO ACTIVATION ALARM ---------------. q--i I- --------------------------------------------14 --------- 13.3� ;SPARE R3 SPARE REMOTE MONITORING 14 ---- (TO EMS PANEL) SYSTEM IN BYPASS ALARM o--IF•-o------------------------ ----------------- Ili --------- (R3 1 R3 - -- - ------------------------------------'--------- Ray , 821 CRA00703 R3 82 CRA00803 T _ 831 TERMINAL BLOCK g3 TERMINAL BLOCK R31 SPARE R3 SPARE EPO SYSTEM COMPONENTS i E.P.O. STATION SWITCH(ES) SHALL BE A SQUARE D MODEL #9001K15 GLASS BREAK �R3); ! ��r-! (R3); ! ^-=-'-I OPERATOR 9001KA1 CONTACT BLOCK. PROVIDE WITH STI SINGLE -GANG SPRING LOADED -"�- --- -- +'-�,.--�___J `-____r»T COVER #STI-6518. THE E.P.O. SWITCH SHALL BE MOUNTED TO MATCH OTHER DEVICES Ray 82 CRA00903 IR3� I ;82; FUTURE CRA01003 HEIGHTS. PROVIDE RED LAMACOID NAMEPLATE 2"Wx4"H WITH 3/8" HIGH WHITE LETTERING (2 - g3 TERMINAL BLOCK 1 T 1 1831 TERMINAL BLOCK LINES) LABELED "EMERGENCY POWER OFF". THERE SHALL BE (1) EPO SWITCH AT EACH » 1 `----------------tt LOCATION. R3i r 1SPARE R3r SPARE THE EPO SWITCH(ES) SHALL OPERATE SUCH THAT WHEN THE GLASS DISK IS BROKEN THE 1 1 OPERATOR IS NO LONGER HELD IN A DEPRESSED POSITION. THE CONTACTS CLOSE, OPERATING THE EPO SYSTEM WHEN BOTH SWITCHES AT A STATION HAVE BEEN ACTIVATED. PROVIDE FIVE REPLACEMENT GLASS DISKS. CRAO1103 TERMINAL BLOCK Rai 1 SPARE R3 ! SPARE 1 FUTURE CRA01203 TERMINAL BLOCK THE ENCLOSURE SHALL BE A FIKE EPSMS SINGLE DOOR, WALL MOUNT ENCLOSURE WITH HINGED DOOR, LOCK KIT ACCESSORY, NEMA 1 SURFACE MOUNTED. PROVIDE RED LAMACOID NAMEPLATE WITH 3/8" HIGH WHITE LETTERING (2 LINES) LABELED "EP003000'. (R3j 1 A+a ' - ! ; (R3) i I- :-': 1 EPO SYSTEM OPERATION __` �_1___J R3y 1 �_____r� i 1821 CRA01303 _ _ ______, , - r--» , 1 R35I 1 1821 FUTURE CRA01403 T 1 -r--------------- i83l TERMINAL BLOCK 1 T i83i TERMINAL BLOCK i `-----------------_j THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO A COMPLETE AND OPERATIONAL EPO FURNISH SYSTEM. EPO SWITCHES SHALL BE INTERFACED WITH ALL CRAC UNITS, RPPS, AND THE FIRE ALARM PANEL. R31 ; ;R3� " 1 SPARE SPARE THE FOLLOWING ARE CONTROL FUNCTIONS FOR THE SPACE: 1. THE SYSTEM SHALL PROVIDE CONTROL TO SHUT DOWN ALL DATA HALL CRAC UNITS, ALL PDU's, IN THE EVENT TWO EPO SWITCHES ARE ACTIVATED. R3 j _J ;82; FUTURE CRA01503 2. THE SYSTEM SHALL BE BUILT WITH ENOUGH CAPACITY TO ACCOMMODATE ALL FUTURE 831 TERMINAL BLOCK UPSS, CRAGS UNITS, ETC. AS INDICATED ON EPO WIRING DIAGRAM THIS SHEET. _______________`_J R3i , SPARE 3. REFER TO THE EPO WIRING DIAGRAM THIS SHEET FOR ADDITIONAL INFORMATION. CONTROL POWER FOR THE EPO SYSTEM SHALL BE DERIVED FROM A NORMAL POWER Y ; SOURCE. UPS POWER SHALL NOT BE USED. 4. ALL EPO BREAKGLASS COMPONENTS MUST BE RESTORED TO NORMAL BEFORE EPO RESET BUTTON CAN RESTORE THE EPO SYSTEM TO NORMAL CONDITION. DETAIL NOTES: LINE TYPE LEGEND 1. FIELD WIRING CONSISTS OF #12 AWG EXISTING FEEDERS/EQUIPMENT TO REMAIN - — — — - CONTROL WIRING IN 3/4" CONDUIT. NEW FEEDERS/EQUIPMENT FUTURE FEEDERS/EQUIPMENT--------------------------- 2. CONDUCTOR TERMINATIONS AT CRAC'S FEEDERS/EQUIPMENT TO BE DEMOLISHED - X — X — X - TO BE PERFORMED BY OTHERS. 2 CRA UNIT REHEAT/HUMIDIFICATION SHUTDOWN E3.3 NOT TO SCALE -------------------------------------------------------t 37� CRA00103 TERMINALS 14 ----------------------------1-" 14 CRA00203 TERMINALS 14 C9 t1 -4r--a—C92�---C `14 r- -) #14 #14 4 #14 -------------------------------� J CRA00303 TERMINALS CRA00403 TERMINALS L J 9D—a — e--C9 2----C FUTURE CRA00503 TERMINALS L J ---------------------------------L J CRA00603 TERMINALS -----------------------I- J D FUTURE CRA00703TERRMINALS --� 9A F 0 3C9a-- C.3 J -------------------------------- CID CRA00803 TERMINALS 9:,D- - -•1 F- -•-C9 Ek---C ------------------------------3 FUTURE CRA00903 TERMINALS yF•- 9i i-o. - -C9 2----� D ----------------------------------C D FFU_UTUREE CRA01103 TERMINALS 9_J-^3'F--a-192a --- CBD -------------------------------.0 D FUTURE CRA01203 TERMINALS 91�-•- --i-F- -----.2a--- C J FUTURE CRA01303 TERMINALS FUTURE CRA01403 TERMINALS FUTURE CRA01503 TERMINALS 1 EPO SYSTEM DIAGRAM DATA HALL 3 E3.3 7 NOT TO SCALE TOO ATS 3#12, 1#12G., 3/4"C. ATSBA110 I ATSBB110 2tLt— ATSBC110 TA SBD110 REDUNDANT POWER NOT TO SCALE NOTE: RACK TRANSFER SWITCHES REQUIRE A & B INPUT SOURCES TO BE IN PHASE WITH EACH OTHER. PROVIDE 12/3 SO CORD AND PLUG FROM BMS PANEL TO TRANSFER SWITCH. PROVIDE SUPPORTS FOR CORD ALONG WALL BETWEEN PANEL AND ATS. COORDINATE EXACT ROUTING WITH BCEI PRIOR TO INSTALLATION. WALL MOUNTED TRANSFER SWITCH, 20A, -12OV, OFCI MODEL NO, ATRN102-102R20TL5 CORD PROVIDED WITH SWITCH L5-20R RECEPTACLE 3#12, 1#12G., 3/4"C. TO 20/1 BRKR IN PNL RPPB1300 TO 20/1 BRKR IN PNL LCPBD110 - E.P.O ACTIVATION OUTPUTS CRAC UNITS nECEIVED CITY OF Ti5KWILA JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503,222.4453 www.vlmk.com TETRA TEC: www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 • • • • .a s • r L k „ o- I Lh ISSUES & REVISIONS N- Date Description 1 06/03/19 ISSUE FOR PERMIT SEP 27 20i9 City cf TLkz,Z'a SFmrTr1Y B ELECTRICAL DETAILS s�rrra DRAWN: SMP REVIEWED: GSS PROJECT NO.: C1766.00 E3.3 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 • 1 Y • 1 e"N 1p �9 u 4 ISSUES & REVISIONS Na Date Description 1 O6/03/19 ISSUE FOR PERMIT SIP 27 200 Cifv rf 0 SIi�rTtTLB ELECTRICAL DETAILS DRAWN: SMP REVIEWED: GSS PROJECT NO.: C1766.00 E3.4 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. LOAD ANALYSIS - UTILITY SERVICE - UMCA0100 PROJECT: EDGECONNEX TUKWILA, WA EDGECONNEX ELECTRICAL LOADS # DESCRIPTION F.L.A. VOLT. PH. kVA 1 7,079 SOFT LIGHTING(3.5WSF) X 125% 31.0 1 7,079 SOFT RECEPTACLES (1.OWSF) 7.1 1 MISCELLANOUS 15.0 2 DATA CENTER CRAGSIACCU'S 119.5 480 3 198.7 1 FUTURE DATA CENTER CRAC'S/ACCU'S 119.5 480 3 99.4 1 UPS/ELEC ROOM CRAC'/ACCU'S 39.2 480 3 3Z6 1 BATTERY EF (1/4HP) 2.9 208 1 1.0 1 IOOOkW UPS CRITICAL LOAD (0.95 p1) 1,143.0 480 3 950.3 1 UPS BATTERY CHARGING (FULL LOAD AT 5%) 60.1 480 3 50.0 1 UPS INEFFICIENCIES (8%) 91.4 480 3 76.0 EDGECONNEX SUBTOTAL (KVA) 1,461.1 SERVICE SIZE AT 480Y/277V, 3-PHASE, 4-WIRE (AMPS) 2,400 AMPS LOAD AT 480Yt277V, 3-PHASE, 4-WIRE (AMPS) 1,767 AMPS SPARE CAPACITY AT 480Y/277V, 3-PHASE, 4-WIRE (AMPS) 643 AMPS LOAD ANALYSIS - TEMPORAY UTILITY SERVICE PROJECT: EDGECONNEX TUKWILA, WA EDGECONNEX ELECTRICAL LOADS # DESCRIPTION F.L.A. VOLT. PH. kVA 1 7,079 SOFT LIGHTING(3.5WSF) X 125% 31.0 1 7,079 SOFT RECEPTACLES (1.OWSF) 7.1 1 MISCELLANOUS 15.0 2 DATA CENTER CRAC'S/ACCU'S 119.5 480 3 198.7 1 FUTURE DATA CENTER CRAC'S/ACCU'S 119.5 480 3 99.4 1 UPS/ELEC ROOM CRAG/ACCU'S 39.2 480 3 32.6 1 BATTERY EF (1/4HP) 2.9 208 1 1.0 1 1000kVV UPS CRITICAL LOAD (0.95 p1) 1,143.0 480 3 950.3 1 UPS BATTERY CHARGING (FULL LOAD AT 5%) 60.1 480 3 1 %0 1 UPS INEFFICIENCIES (8%) 91.4 480 3 76.0 EDGECONNEX SUBTOTAL (KVA) 1,461.1 SERVICE SIZE AT 480Y/277V, 3-PHASE, 4-WIRE (AMPS) 2,400 AMPS LOAD AT 480Y/277V, 3-PHASE, 4-WIRE (AMPS) 1,757 AMPS SPARE CAPACITY AT 480Y/277V, 3-PHASE, 4-WIRE (AMPS) 643 AMPS AUTOMATIC TRANSFER SWITCH 'ATSBA110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 277/480V, 30, 4W, 2600A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 MDSBA110 1135.6 480 3 1.00 1,135.6 944,166 1 25% LGST MOTOR 5.00 480 3 1,00 5.0 4157.00 DISTRIBUTION PANEL LOAD TOTALS 1,140.6 948,323 NOTES: (1) UPS SYSTEMS ARE ARRANGED SO THAT IF ONE UPS SYSTEM FAILS, DOWNSTREAM LOADS SHIFT TO REMAINING ON-LINE UPS SYSTEMS. THEREFORE UPS LOAD OF ONE UPS SYSTEM DEDUCTED FROM THIS SWITCHBOARD LOAD. (2) TOTAL LOAD INDICATED INCLUDES REDUNDANT HVAC SYSTEMS AUTOMATIC TRANSFER SWITCH'ATSBB110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 277/480V, 30, 4W, 2600A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV.FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 MDSBB110 1040.6 480 3 1.00 1,040.6 865,168 1 259/o LGST MOTOR 5.00 480 3 1.00 5.0 4157.00 DISTRIBUTION PANEL LOAD TOTALS 1,045.6 869,325 NOTES: (1) UPS SYSTEMS ARE ARRANGED SO THAT IF ONE UPS SYSTEM FAILS, DOWNSTREAM LOADS SHIFT TO REMAINING ON-LINE UPS SYSTEMS, THEREFORE UPS LOAD OF ONE UPS SYSTEM DEDUCTED FROM THIS SWITCHBOARD LOAD. (2) TOTAL LOAD INDICATED INCLUDES REDUNDANT HVAC SYSTEMS AUTOMATIC TRANSFER SWITCH'ATSBC110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 277/480V, 30, 4W, 2600A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV.FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 MDSBC110 1104.5 480 3 1.00 1,104.5 918,295 1 25% LGST MOTOR 5.00 480 3 1.00 5.0 4157.00 DISTRIBUTION PANEL LOAD TOTALS 1,109.5 922,462 NOTES: (1) UPS SYSTEMS ARE ARRANGED SO THAT IF ONE UPS SYSTEM FAILS, DOWNSTREAM LOADS SHIFT TO REMAINING ON-LINE UPS SYSTEMS. THEREFORE UPS LOAD OF ONE UPS SYSTEM DEDUCTED FROM THIS SWITCHBOARD LOAD. (2) TOTAL LOAD INDICATED INCLUDES REDUNDANT HVAC SYSTEMS AUTOMATIC TRANSFER SWITCH'ATSBD110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 277/480V, 30, 4W, 2600A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 MDSBD110 931.2 480 3 1.00 931.2 774,183 1 25% LGST MOTOR 5.00 480 3 1.00 5.0 4167.00 DISTRIBUTION PANEL LOAD TOTALS 936.2 778.340 NOTES: (1) UPS SYSTEMS ARE ARRANGED SO THAT IF ONE UPS SYSTEM FAILS, DOWNSTREAM LOADS SHIFT TO REMAINING ON-LINE UPS SYSTEMS. THEREFORE UPS LOAD OF ONE UPS SYSTEM DEDUCTED FROM THIS SWITCHBOARD LOAD. (2) TOTAL LOAD INDICATED INCLUDES REDUNDANT HVAC SYSTEMS MAIN DISTRIBUTION PANEL 'MDSBA110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 2500A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 UPSBA110 300.9 480 3 1.00 300.9 250,169 1 UPSBA110 (BATTERY CHARGING) 30.1 480 3 1.00 30.1 25,017 1 MDPBA110 804.6 480 3 1.00 804.6 668,981 DISTRIBUTION PANEL LOAD TOTALS 1,135.6 944,166 MECHANICAL DISTRIBUTION PANEL 'MDPBA110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 1200A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 CRA UNITS (NOTE 1) 123.4 480 3 0.77 95.0 78,998 2 CRA UNITS (ALT. SOURCE) (NOTE 1) 123.4 480 3 0.77 190'0 157,996 2 REF. PUMPS (NOTE 2) 7.0 480 3 0.00 0.0 0 1 ELECT ROOM CRA UNIT 39.2 480 3 1.00 39.2 32,591 1 25% LARGEST MOTOR (CPA COMP.) 5.3 480 3 1.00 5.3 4,406 PRESENT LOAD TOTALS 329.6 273,991 3 CRA UNITS FUT (NOTE 1) 123A 480 3 0.77 285.1 236,994 2 CRA UNITS FUT. (ALT SOURCE) (NOTE 1) 123.4 480 3 0.77 190.0 157,996 2 REF. PUMPS (NOTE 2) 7.0 480 3 0,00 0.0 0 FUTURE LOAD TOTALS 475.1 394,990 DISTRIBUTION PANEL LOAD TOTALS 804.6 668,981 NOTES: 1) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DNERSITYOF 30KW REHEAT IN EACH UNIT. 2) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT. ELECTRICAL DISTRIBUTION PANEL 'MBCBA110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 1600A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 PDUAA111 300.9 480 3 1.00 300.9. 250,169 FUTURE PDUAA211 0.0 480 3 1.00 0.0 0 DISTRIBUTION PANEL LOAD TOTALS 300.9 250,169 NOTE 1: LOAD ONLY INCLUDES PRESENT DAY LOADS. PDU 'PDUBA110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 PDU RATINGS: 500kVA, 65kAIC DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 'BSWAA111'- BUSWAY 01-1-A 138.8 208 3 1.00 138.8 50,010 1 'BSWAA21I'- BUSWAY 03-1-A 138.8 208 3 1.00 138.8 50,010 1 'BSWAA311'- BUSWAY 05-1-A 138.8 208 3 1.00 138.8 50,010 1 'BSWAA411'- BUSWAY 07-1-A 138.8 208 3 1.00 138.8 50,010 1 'BSWAA511'- BUSWAY 09-1-A 138.8 20B 3 1.00 138.8 50,010 1 PDU SECONDARY OUTPUT LOAD TOTALS (@ 208V) 694.0 250,048 PDU PRIMARY INPUT LOAD TOTALS (@ 480V) 300.9 nECEIVEi4 CITY OF TUKWILA JUN 13 2019 PERMIT CENTER 2- Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH ..tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 • r emu. ISSUES & REVISIONS No Date Description 1 06/03/19 ISSUE FOR PERMIT CC'c Cv.;';' L i%c SEP 27 20^i9 CIfvCfTjqr"':13 BUILD'e, SE mur trt7 s ELECTRICAL SCHEDULES SHEETM DRAWN: SMP a R REVIEWED: WB Ew"4.1 PROJECT NO.: C1766.00 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. MAIN DISTRIBUTION PANEL 'MDSBB110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 2500A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 UPSBB110 300.9 480 3 1.00 300.9 250,169 1 UPSBB110 (BATTERY CHARGING) 30.1 480 3 1.00 30.1 25,017 1 MDPBB110 709.E 480 3 1.00 709.6 589,983 DISTRIBUTION PANEL LOAD TOTALS 1,040.6 866,168 MECHANICAL DISTRIBUTION PANEL 'MDPBB110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W,1200A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DN. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 2 CRA UNITS (NOTE 1) 123.4 480 3 0.77 190.0 157,996 CRA UNITS (ALT. SOURCE) (NOTE 1) 123.4 480 3 0.77 0.0 0 3 REF. PUMPS (NOTE 2) 7.0 480 3 0.00 0.0 0 1 ELECT ROOM CRA UNIT 39.2 480 3 1.00 39.2 32,591 1 25% LARGEST MOTOR (CRA COMP.) 5.3 480 3 1.00 5.3 4,406 PRESENT LOAD TOTALS 234.5 194,993 2 CRA UNITS FUT. (NOTE 1) 123.4 480 3 0.77 190.0 157,996 3 CRA UNITS FUT. (ALT. SOURCE) (NOTE 1) 123.4 480 3 0.77 285.1 236,994 3 REF, PUMPS (NOTE 2) 7.0 480 3 0.00 0.0 0 FUTURE LOAD TOTALS 475.1 394,990 DISTRIBUTION PANEL LOAD TOTALS 709.6 589,983 NOTES: 1) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERSITY OF 30KW REHEAT IN EACH UNIT. 2) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT. ELECTRICAL DISTRIBUTION PANEL 'MBCBB110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W,1600A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F,L.A. VOLT-AMPERES 1 PDUAB111 300.9 480 3 1.00 300.9 250,169 FUTURE PDUAS211 0.0 480 3 1.00 0.0 0 DISTRIBUTION PANEL LOAD TOTALS 300.9 250,169 NOTE 1: LOAD ONLY INCLUDES PRESENT DAY LOADS. PDU 'PDUBB110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 PDU RATINGS: 500kVA, 65kAIC DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 'BSWAB111'- 13USWAY 01-1-B 138.8 208 3 1.00 138.8 50,010 1 'BSWAB211' - BUSWAY 04-1-B 138.8 208 3 1.00 138.8 50,010 1 'BSWAB311' - BUSWAY 06-1-B 138.8 208 3 1.00 138.8 50,010 1 'BSWAB411'- BUSWAY 07-1-B 138.8 208 3 1.00 138.8 50,010 1 'BSWAB511'-BUSWAY 10-1-B 138.8 208 3 1.00 138.8 50,010 PDU SECONDARY OUTPUT LOAD TOTALS (@ 208V) 694.0 250,048 PDU PRIMARY INPUT LOAD TOTALS (@ 48OV) 300.9 MAIN DISTRIBUTION PANEL 'MDSBC110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 2500A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. I PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 UPSBC110 300.9 480 3 1.00 300.9 250,169 1 UPSBC110 (BATTERY CHARGING) 30.1 480 3 1.00 30.1 25,017 1 MDPBC110 773.5 480 3 1.DO 773.5 643,110 DISTRIBUTION PANEL LOAD TOTALS 1,104.5 918,295 MECHANICAL DISTRIBUTION PANEL 'MDPBC110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W,1200A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 TRNBC110(PANEL 'LCPBC110') 63.9 480.0 3 1.00 63.9 53,126 1 CRA UNITS (NOTE 1) 123.4 480 3 0.77 95.0 78,998 CRA UNITS (ALT. SOURCE) (NOTE 1) 123.4 480 3 0.77 0,0 0 1 REF. PUMPS (NOTE 2) 7.0 480 3 0.00 0.0 0 1 ELECT ROOM CRA UNIT 39.2 480 3 1.00 39.2 32,591 1 25% LARGEST MOTOR (CRA COMP.) 5.3 480 3 1.00 5.3 4,406 PRESENT LOAD TOTALS 203.4 169,122 3 CRA UNITS PUT. (NOTE 1) 123.4 480 3 0.77 285.1 236,994 3 CRA UNITS FUT. (ALT SOURCE) (NOTE 1) 123.4 480 3 0.77 285A 236,994 3 REF. PUMPS (NOTE 2) 7.0 1 480 3 0.00 0.0 0 FUTURE LOAD TOTALS 570.1 473,988 DISTRIBUTION PANEL LOAD TOTALS 773.5 643,110 NOTES: 1) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERS FIYOF 30KW REHEAT IN EACH UNIT. 2) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT. ELECTRICAL DISTRIBUTION PANEL 'MBCBC110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W,1600A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 PDUBC111 300.9 480 3 1.00 300.9 250,169 FUTURE PDUBC211 0.0 480 3 1,00 0.0 0 DISTRIBUTION PANEL LOAD TOTALS 300.9 250,169 NOTE 1: LOAD ONLY INCLUDES PRESENT DAY LOADS. PDU'PDUBC110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 PDU RATINGS: 500kVA, 65kAIC DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 'BSWAC111'- SUBWAY 02-1-C 138.8 208 3 1.00 138.8 50,010 1 'BSWAC211'-BUSWAY03-1-C 138.8 208 3 1.00 138.8 50,010 1 'BSWAC311'-BUSWAY06-1-C 138.8 208 3 1.00 138.8 50,010 1 'BSWAC41 V- BUSWAY 08-1-C 138.8 208 3 1.00 138.8 50,010 1 'BSWAC51V-BUSWAY09-1-C 138.8 208 3 1.00 138.8 50,010 PDU SECONDARY OUTPUT LOAD TOTALS (@ 208V) 694.0 260,048 PDU PRIMARY INPUT LOAD TOTALS (@ 480V) 300.9 LIGHT FIXTURE SCHEDULE MARK LAMPS VOLTAGE /WATTS DESCRIPTION MANUFACTURERS CATALOG NUMBER MOUNTING REMARKS NO. TYPE A 1 LED UNN / 35W 2X2 LAY -IN TROFFER LITHONIA 2ALL2-40L-EZ1-LP850-N80 RECESSED AE i LED UNN / 35W 2X2 LAY -IN TROFFER, EMERGENCY BALLAST LITHONIA 2ALL2-4OL-EZ1-LP85O=N80-EL14L RECESSED PROVIDE EMERGENCY BALLAST. INSTALL REMOTE MOUNTED TESTSWITCH B 1 LED UNN / 68W 2X4 LAY -IN TROFFER LITHONIA 2ALL4-72L-EZ1-LP850-N80 RECESSED BE 1 LED UNN 168W 2X4 LAY -IN TROFFER, EMERGENCY BALLAST LITHONIA 2ALL4-72L-EZ1-LP850-N80-EL14L RECESSED PROVIDE EMERGENCY BALLAST. INSTALL REMOTE MOUNTED TEST SWITCH C 1 LED UNN! 107W 8 FOOT SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE METALUX METALUXBTSNLED-LD1-115-LC-UNV-L850-CD2-U SUSPENDED SUSPENDED UTILIZING UNISTRUT SUPPORT CE i LED UNN / 107W 8 FOOT SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE, EMERGENCY BALLAST METALUX METALUXBTSNLED-LDt-I15-LC-UNV-EL-L850-CD2-U SUSPENDED SUSPENDED UTILIZING UNISTRUT SUPPORT, PROVIDE EMERGENCY BALLAST F 1 LED UNIV / 53W 4 FOOT SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE METALUX METALUXSNLED-LD1-58-LC-UNV-L850-CD1-U SUSPENDED SUSPENDED UTILIZING UMSTRUTSUPPORT FE 1 LED UNN / 53W 4 FOOT SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE, EMERGENCY BALLAST METALUX METALUX SNLED-LDt-58-LC-UNV-L850-CDt-U SUSPENDED SUSPENDED UTILIZING UNISTRUT SUPPORT G i LED UNN / 54W WALL MOUNTED FLOOD LIGHT McGRAW EDISON IST-BO2-LED-EI-BL4-GM WALL MOUNT TOP OF FIXTURE 12" BELOW TOP OF SCREEN WALL. FIXTURE SHALL BE FULL CUTOFF. JE 2 LED 120V / 3W EXTERIOR WALL MOUNTED EMERGENCY/EGRESS LIGHTING FIXTURE WITH REDUNDANT LED'S DUAL -CITE DUAL LITE PG Z HTR WALL MOUNT ONE FOOT ABOVE DOOR, CONTAINS BATTERY HEATER FOR COLD OPERATION. BRONZE FINISH X1 N/A I LED UNN / 1W UNIVERSAL MOUNT EXIT LIGHT WITH GREEN LETTERS AND INTEGRAL BATTERY BACKUP. LITHONIA QUANTUM SERIES WALUCEILING X1 INDICATES SINGLE FACE, X2 INDICATES DOUBLE FACE, PROVIDE ARROWS AS INDICATED, GREEN MAIN DISTRIBUTION PANEL 'MDSBD110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 2500A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 UPSBD110 300.9 480 3 1,00 300.9 250,169 1 UPSBD110 (BATTERY CHARGING) 30.1 480 3 1.00 30.1 25,017 1 MDPBD110 600.2 480 3 1.00 600.2 498,998 DISTRIBUTION PANEL LOAD TOTALS 931.2 774,183 DISTRIBUTION PANEL RATINGS: 48OV, 30, 3W,1200A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 TRNBD710 (PANEL'LCPBD110) 80.6 480.0 3 1.00 80.6 67,011 2 CRA UNITS (NOTE 1) 123.4 480 3 0.77 190.0 157,996 CRA UNITS (ALT. SOURCE) (NOTE 1) 123.4 480 3 0.77 0.0 0 2 REF. PUMPS (NOTE 2) 7.0 1 480 3 1 0.00 0.0 0 1 ELECT ROOM CRA UNIT 39.2 480 3 1.00 39.2 32,591 1 25% LARGEST MOTOR (CRA COMP.) 5.3 480 3 1.00 5.3 4,406 PRESENT LOAD TOTALS 315.1 262,004 1 CRA UNITS PUT. (NOTE 1) 123.4 480 3 0.77 95.0 78,998 2 CRA UNITS PUT (ALT SOURCE) (NOTE 1) 123.4 480 3 0.77 190.0 157,996 2 REF. PUMPS (NOTE 2) 7.0 480 3 0.00 0.0 0 FUTURE LOAD TOTALS 285.1 236,994 DISTRIBUTION PANEL LOAD TOTALS 600.2 498,998 NOTES: 1) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERSITY OF 30KW REHEAT IN EACH UNIT. 2) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT. ELECTRICAL DISTRIBUTION PANEL 'MBCBD110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 DISTRIBUTION PANEL RATINGS: 480V, 30, 3W,1600A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 PDUBD111 300.9 480 3 1.00 300.9 250,169 FUTURE PDUBD211 0.0 480 3 1.00 0.0 0 DISTRIBUTION PANEL LOAD TOTALS 300.9 250,169 NOTE 1: LOAD ONLY INCLUDES PRESENT DAY LOADS. PDU 'PDUBD110' PROJECT: EDGECONNEX SEA01 JOB NUMBER: C1766 PDU RATINGS: 500kVA, 65kAIC DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 'BSWAD111' - BUSWAY 02-1-D 138.8 208 3 1.00 138.8 50,010 1 'BSWAD211' - BUSWAY 04-1-D 138.8 208 3 1.00 138.8 50,010 1 'BSWAD311' - BUSWAY 05.1-D 138.8 208 3 1.00 138.8 50,010 1 'BSWAD411' - BUSWAY 08-1-D 138.8 1 208 3 1 1.00 138.8 50,010 1 'BSWAD511'-BUSWAY 10-1-D 138.8 208 3 1.00 138.8 50,010 PDU SECONDARY OUTPUT LOAD TOTALS (@ 208V) 694.0 250,048 PDU PRIMARY INPUT LOAD TOTALS (@ 480V) 300.9 nECEIVED CITY OF TUKWILA JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214l273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www,vlmk.com TETRA TEC16 L T www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 4 1 • • • .s z� 1 ISSUES & REVISIONS Na Date I Description - 1 O6/03/19 ISSUE FOR PERMIT SEP 27 20019 City cf TL tk,,r!'!e ei r 1 sum t1T7 S ELECTRICAL SCHEDULES SEIBSPINO DRAWN: SMP REVIEWED: RWB PROJECT NO.: C1766.00 "IE44s 2 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. FEEDER SCHEDULE MARK FROM TO FEEDER CONDUCTOR QUANTITY AND SIZE CONDUIT SIZE NUMBER OF SETS FEEDER AMPERAGE REMARKS U001 UTILITY UTILITY TRANSFORMER - UT-1 BY UTILITY COMPANY U002 UTILITY UTILITY TRANSFORMER - UT-2 BY UTILITY COMPANY 0003 UTILITY UTILITY TRANSFORMER - UT-3 BY UTILITY COMPANY UOD4 UTILITY UTILITY TRANSFORMER - UT-4 BY UTILITY COMPANY 001 MSBBA110 ATSBA110 (3) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 002 MSSBB110 ATSBB110 (3) 500 kcmil, (1) 350 kcmil G 3.1/2" 7 2500 003 MSBBC110 ATSBC110 (3) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 004 MSBBDI10 ATSBD110 (3) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 005 ATSBA110 MDSBA110 (3) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 006 ATSBB110 MDSBB110 (3) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 007 ATSBC110 MDSBC110 (3) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 008 ATSBD110 MDSBD110 (3) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 009 MDSBA110 MBCBA110 (3) 400 kcmil, (1) #410 G 3" 5 1600 010 MDSBA110 UPSBA110 (3) 350 kcmil, (1) #250 kcmil G 3" 6 2000 Oil MDSBA110 MDPBA110 (3) 350 kcmil, (1) #310 G 3" 4 1200 012 MDSBA110 PULL BOX (3) 400 kcmil, (1) #3/0 G 3" 4 1200 013 MDSBB110 MBCBB110 (3) 400 kcmil, (1) #410 G 3" 5 1600 014 MDSBB110 UPSBB110 (3) 350 kcmil, (1)#250 kcmil G W 6 20DO 015 MDSBB110 MDPBB110 (3) 350 kcmil, (1) #310 G 3" 4 1200 016 MDSBB110 PULL BOX (3) 400 kcmil, (1) #310 G 3" 4 1200 017 MDSBC110 MBCBC110 (3) 400 kcmil, (1) #4/0 G 3" 5 1600 018 MDSBC110 UPSBC110 (3) 350 kcmil, (1) #250 kcmil G 3" 6 2000 019 MDSBC110 MDPBC110 (3) 350 kcmil, (1) #3/0 G W 4 1200 020 MDSBC110 PULL BOX (3) 400 kcmil, (1) #3/0 G 3" 4 1200 021 MDSBD110 MBCBD110 (3) 400 kcmil, (1) #4/0 G W 5 1600 022 MDSBD110 UPSBDI10 (3) 350 kcmil, (1) #250 kcmil G V. 6 2000 023 MDSBD110 MDPBD110 (3) 350 kcmil, (1) #3/0 G 3" 4 1200 024 MDSBD110 PULL BOX (3) 400 kcmil, (1) #3/0 G 3" 4 1200 025 MBCBA110 (SECT. 1) MBCBA110 (SECT. 2) (3) 400 kcmil, (1) #410 G 3" 5 1600 026 MBCBA110 (SECT. 1) UPSBA110 (3) 400 kcmil, (1) #410 G 3" 5 1600 027 UPSBA110 MBCBA110 (SECT. 2) (3) 400 kcmil, (1) #4/0 G 3" 1 5 1600 028 MBCBA110 (SECT. 2) POUBA210 (3) 300kCM, (1) #1/0 G. 2-1(2" 3 800 029 MBCBB110 (SECT. 1) MBCBB110 (SECT. 2) (3) 400 kcmil, (1) #4/0 G W 5 1600 030 MBCBB110 (SECT. 1) UPSBB110 (3) 400 kcmil, (1) #4/0 G W 5 1600 031 UPSBB110 MBCBB110 (SECT. 2) (3) 400 kcmil, (1) #4/0 G 3" 5 1600 032 MBCBS110 (SECT. 2) PDUBB110 (3) 300kCM, (1) #1/0 G. 2-1/2" 3 800 033 MBCBC110 (SECT. 1) MBCBC110 (SECT. 2) (3) 400 kcmil, (1) #4/0 G W 5 1600 034 MBCBC110 (SECT. 1) UPSBC110 (3) 400 kcmil, (1) #410 G W 5 1600 035 UPSBC110 MBCBC110 (SECT. 2) (3) 400 kcmil, (1) #4/0 G 3" 5 1600 036 MBCAC110 (SECT. 2) PDUBC110 (3) 300kCM, (1) #1/0 G. 2-1/2" 3 800 037 MBCAD110 (SECT. 1) MBCBDIIO (SECT. 2) (3) 400 kcmil, (1) #410 G W 5 1600 038 MBCAD110 (SECT. 1) UPSBD110 (3) 400 kcmil, (1)#4/0 G 3" 5 1600 039 UPSAD110 MBCBD110 (SECT. 2) (3) 400 kcmil, (1) #410 G 3" 5 1600 040 MBCBD110 (SECT. 2) PDUBD110 (3) 300kCM, (1) #110 G. 2-1/2" 3 800 041 PDUBA110 BSWBA112 (3) #3/0, (1) #310 N., (1) #3 G. 2" 2 400 042 PDUBA110 BSWBA212 (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 043 PDUBA110 BSWBA312 (3) #3l0, (1) #3/0 N., (1) #3 G. 2" 2 400 044 PDUBA110 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 045 PDUBA110 PULL BOX (3) #3l0, (1) #310 N., (1) #3 G. 2" 2 400 046 PDUBA110 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 047 PDUBA110 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 048 PDUBA110 PULL BOX (3) #3/0, (1) #3tO N., (1) #3 G. 2" 2 400 049 PDUBB110 BSWBB112 (3)#3/0,(1)#3lON.,(1)#3G. 2" 2 400 050 PDUBB110 BSWBB212 (3) #3/0, (1) #310 N., (1) #3 G. 2" 2 400 51 PDUBB110 BSWBB312 (3)#310, (1) #3tO N., (1) #3 G. 2" 2 400 052 PDUBB110 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 053 PDUSS110 PULL BOX (3) #310, (1) #3/0 N., (1) #3 G. 2" 2 400 054 PDUBB110 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. Z. 2 400 055 PDUBB110 PULL BOX (3) #310, (1) #310 N., (1) #3 G. 2" 2 400 056 PDUBB110 PULL BOX (3) #310, (1) #310 N., (1) #3 G. 2" 2 400 057 PDUBC110 BSWB112 (3) #3/0, (1) #3tO N., (1) #3 G. 2" 2 400 058 PDUBC110 BSWBC212 (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 059 PDUBC110 BSWBC312 (3)#3/0, (1)#310 N., (1)#3 G. 2" 2 400 060 PDUBC110 PULL BOX (3)#3(0,(1)#3tON.,(1)#3G. 2" 2 400 061 PDUBC110 PULL BOX (3) #3/0, (1) #3!0 N., (1) #3 G. 2" 2 400 062 PDUBC110 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 063 PDUBC110 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 064 PDUBC110 PULL BOX (3) #3l0, (1) #310 N., (1) #3 G. Z. 2 400 065 PDUBD110 BSWBD112 (3) #310, (1) #3/0 N., (1) #3 G. 2" 2 400 066 PDUBD110 BSWBD212 (3) #3/0, (1) #3/0 N., (1) #3 G. Z. 2 400 067 PDUBD110 SSWBD312 (3) #3/0, (1) #310 N., (1) #3 G. Z. 2 400 068 PDUBD110 PULL BOX (3) #3tO, (1) #3/0 N., (1) #3 G. Z. 2 400 069 PDUBDI10 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. Z. 2 400 070 PDUBD110 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 071 PDUBD110 PULL BOX (3) #310, (1) #310 N., (1) #3 G. 2" 2 400 072 PDUBD110 PULL BOX (3) #3/0, (1) #310 N., (1) #3 G. 2" 2 400 073 MDPBA110 CRA-00103 (3)#1l0,(1)#6G. 1-1/2" 1 150 074 MDPBA110 CRA-00303 (3) #1/0, (1) #6 G. 1-1/2" 1 150 075 MDPBA110 CRA-00603 (3) #110, (1) #6 G. 1-1/2" 1 150 076 NOT USED 077 MDPBA110 CRA-02500 (3) #6, (1) #10 G. V 1 50 078 CRA-00103 ERP-00103,CON1-00113,00123 (3) #10, (1) #10 G. 3/4" 1 30 079 CRA-02500 CON-00000 (3) #10, (1) #10 G. 3/4" 1 30 080 MDPBB110 CRA-00203 (3) #1/0, (1) #6 G. 1-1/2" 1 150 081 NOT USED 082 MDPBB110 CRA-00603 (3) #1/0, (1) #6 G. 1-1/2" 1 150 083 NOT USED 084 MDPBB110 CRA-02600 (3) #6, (1) #10 G. 1" 1 50 085 CRA-00203 ERP-00203,CON-00213,00223 (3) #10, (1) #10 G. 3/4" 1 30 086 CRA-00603 ERP-00603,CON-00613, 00623 (3) #10, (1) #10 G. 3/4" 1 30 087 CRA-02600 CON-00000 (3) #10, (1) #10 G. 3/4" 1 30 088 MDPBC110 TRNBC110 (3) #1, (1) #6 G 1-1/2" 1 125 089 MDPBC110 CRA-00303 (3)#1t0,(1)#6G. 1-1/2" 1 150 090 MDPBC110 CRA-02700 (3) #6, (1) #10 G. 1" 1 50 091 TRNBC110 LCPBC110 (4) 250 kcmil, (1) #4 G 3" 1 250 092 CRA-00303 ERP-00303,CON1-00313,00323 (3) #10, (1) #10 G. 314" 1 30 093 CRA-02700 CON-00000 (3) #10, (1) #10 G. 3/4" 1 30 094 MDPBD110 TRNBDI10 (3) #1, (1) #6 G 1-1/2" 1 125 095 MOPBD110 CRA-00403 (3) #1/0, (1) #6 G. 1-112" 1 150 096 MDPBD110 CRA-00803 (3)#1/0, (1)#6G. 1-1/2" 1 ISO 097 MDPBO110 GRA-02800 (3) #6, (1) #10 G. 1" 1 50 098 TRNBC110 LCPBD110 (4) 250 kcmil, (1) #4 G 3" 1 250 099 CRA-00403 ERP-00403,CON-00413,00423 (3) #10, (1) #10 G. 3W' 1 30 100 CRA-02800 CON-00000 (3) #10, (1) #10 G. 3/4" 1 30 101 MBCBA110 (SECT. 2) PDUBA210 (3) 300kCM, (1) #1t0 G. 2-112" 3 800 102 MBCBB110 (SECT. 2) PDUBB210 (3) 3OOkCM, (1) #110 G. 2-1l2" 3 800 103 MBCBC110 (SECT. 2) PDUBC210 (3) 300kCM, (1) #1/0 G. 2-112" 3 800 104 MBCBD110 (SECT. 2) PDUBD210 (3) 300kCM, (1) #1/0 G. 2-1/2" 3 800 105 PDUBA210 BSWBA222 (3) #3l0, (1) #310 N., (1) #3 G. Z. 2 400 106 PDUBA210 BSWBA312 (3) #3/0, (1) #3/0 N., (1) 93 G. 2" 2 400 107 PDUBA210 PULL BOX (3) #310, (1) #310 N., (1) #3 G. Z. 2 400 108 PDUSA210 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. Z. 2 400 109 PDUBA210 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 110 PDUBA210 PULL BOX (3) #3/0, (1) #3(0 N., (1) #3 G. 2" 2 400 ill PDUBA210 PULL BOX (3) #3/0, (1) #3(0 N., (1) #3 G. 2" 2 400 112 PDUBA210 PULL BOX (3) #3/0, (1) #310 N., (1) #3 G. Z. 2 400 113 PDUBB210 BSWBB222 (3) #3/0, (1) #310 N., (1) i#3 G. 2" 2 400 114 PDUBB210 BSWBB312 (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 115 PDUBB210 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 1 2 400 116 PDUBB210 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 117 PDUBB210 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 118 PDUBB210 PULL BOX (3) #310, (1) #3/0 N., (1) #3 G. Z. 2 400 119 PDUBB210 PULL BOX (3) #310, (1) #3/0 N., (1) #3 G. Z. 2 400 120 PDUBB210 PULL BOX (3) #310, (1) #310 N., (1) #3 G. Z. 2 400 121 PDUBC210 BSWBC222 (3)#3/0,(1)#3/0N.,(1)#3G. 2" 2 400 122 PDUBC210 BSWBC312 (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 123 PDUBC210 PULL BOX (3) #3l0, (1) #310 N., (1) #3 G. 2" 2 400 124 PDUBC210 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 125 PDUBC210 PULL BOX (3) #3/0, (1) #310 N., (1) #3 G. 2" 2 400 126 PDUBC210 PULL BOX (3) #3/0, (1) #310 N., (1) #3 G. 2" 2 400 127 PDUBC210 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. Z. 2 400 128 PDUBC210 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 129 POUBD210 BSWCD222 (3) #3/0, (1) #310 N., (1) #3 G. Z. 2 400 130 PDUBD210 BSWBD312 (3) #3/0, (1) #3/0 N., (1) #3 G. Z. 2 400 131 PDUBD210 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 132 PDUBD210 PULL BOX (3) #3/0, (1) #310 N., (1) #3 G. 2" 2 400 133 PDUBD210 PULL BOX (3) #310, (1) #310 N., (1) #3 G. 2" 2 400 134 PDUBD210 PULL BOX (3) #3/0, (1) #3/0 N., (1) #3 G. 2" 2 400 135 PDUBD210 PULL BOX (3) #310, (1) #3/0 N., (1) #3 G. 2" 2 400 136 PDUBD210 PULL BOX (3) #3/0, (1) #310 N., (1) #3 G. 2" 2 400 137 TRNAA10O MSBBA110 (4) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 138 TRNAB100 MSBBB110 (4) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 139 TRNAC100 MSBBC110 (4) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 136 TRNAD100 MSBBD110 (4) 500 kcmil, (1) 350 kcmil G 3-1/2" 7 2500 NOTES: 1) UPS -BATTERY FEEDER SCHEDULE MARK FROM TO FEEDER CONDUCTOR QUANTITY AND SIZE CONDUIT SIZE NUMBER OF SETS FEEDER AMPERAGE REMARKS B001 BDCBA111 UPSBA110 PROVIDED BY MANUFACTURER N/A NIA N/A CONTRACTOR INSTALLED B002 BDCBA112 UPSBA110 PROVIDED BY MANUFACTURER NIA WA NIA CONTRACTOR INSTALLED B003 BDCBA113 UPSBA110 PROVIDED BY MANUFACTURER N!A NIA N/A CONTRACTOR INSTALLED B004 BDCBA114 UPSBA110 PROVIDED BY MANUFACTURER N/A N/A NIA CONTRACTOR INSTALLED B005 BDCBB111 UPSBB110 PROVIDED BY MANUFACTURER N/A NIA N/A CONTRACTOR INSTALLED 8006 BDCBB112 UPSBB110 PROVIDED BY MANUFACTURER N/A NIA N/A CONTRACTOR INSTALLED B007 BDCBB113 UPSBB110 PROVIDED BY MANUFACTURER N/A WA N/A CONTRACTOR INSTALLED BOOS BDCBB114 UPSBB110 PROVIDED BY MANUFACTURER N/A WA N/A CONTRACTOR INSTALLED B009 BDCBC111 UPSBC110 PROVIDED BY MANUFACTURER N/A NtA NIA CONTRACTOR INSTALLED B010 BDCBC112 UPSBC110 PROVIDED BY MANUFACTURER N/A NIA N/A CONTRACTOR INSTALLED B011 BDCBC113 UPSBC110 PROVIDED BY MANUFACTURER N/A WA N/A CONTRACTOR INSTALLED B012 BDCBC114 UPSBC110 PROVIDED BY MANUFACTURER NIA NIA N/A CONTRACTOR INSTALLED 8013 BDCBD111 UPSBD110 PROVIDED BY MANUFACTURER N/A NIA N/A CONTRACTOR INSTALLED B014 BDCBDI12 UPSBD110 PROVIDED BY MANUFACTURER N/A NUA WA CONTRACTOR INSTALLED B015 BDCBDI13 UPSBDI10 PROVIDED BY MA NUFACTURER N!A NIA N/A CONTRACTOR INSTALLED B016 BDCBD114 UPSBDI10 PROVIDED BY MANUFACTURER Nt A ' N! A N/' A CONTRACTOR INSTALLED STANDBY GENERATOR FEEDER SCHEDULE MARK FROM TO FEEDER CONDUCTOR QUANTITY AND SIZE CONDUIT SIZE NUMBER OF SETS FEEDER AMPERAGE REMARKS 5001 GENAA110 ATSAA110 (3) 500 kcmil, (1) 400 kcmil G. 3-1/2" 7 2500 S002 GENAB110 ATSABI10 (3) 500 kcmil, (1) 400 kcmil G. 3-1/2" 7 2500 S003 GENAC110 ATSAC110 (3) 500 kcmil, (1) 400 kcmil G. 3-1/2" 7 2500 S004 GENAD110 ATSAD110 (3) 500 kcmil, (1) 400 kcmil G. 3-1l2 7 2500 NOTES: MEDIUM VOLTAGE FEEDER SCHEDULE MARK FROM TO FEEDER CONDUCTOR QUANTITY AND SIZE CONDUIT SIZE NUMBER OF SETS FEEDER AMPERAGE REMARKS MV001 UTILITY UMCA0100 4" 2 1.2 MV002 UMCA0100 SSGA0100 (3) #2, (1) #2G. 4" 2 300 1,2 MV003 SSGA0100 EXISTTRNAA101 (3) #6, (1) #2G. 4" 2 100 1,2 MV004 SSGA0100 TRNAA100 (3) #6, (1) #2G. 4" 2 200 1,2 MV005 SSGA010D TRNAD100 (3)#6, (1)#2G. 4" 2 200 1,2 MV006 SSGA0100 FUTURE SWGR (3) #2, (1) #2G. 4" 2 300 1.2 MV007 TRNAA100 TRNAB100 (3) #6, (1) #2G. 4" 2 200 1.2 MV008 TRNAB100 TRNAC100 (3)#6, (1) #2G. 4" 2 200 1,2 MV009 TRNAC100 TRNAD100 (3)#6, (1) #2G, 4" 2 200 1,2 NOTES: 1) CONDUCTOR SHALL BE 15KV CLASS, COPPER, SHIELDED, MV-105, 133% INSULATION. SINGLE CONDUCTORS SHALL BE USED, 2) INSTALL IN CONCRETE DUCK BANK. TEMPORARY FEEDER SCHEDULE MARK FROM TO FEEDER CONDUCTOR QUANTITY AND SIZE CONDUIT SIZE NUMBER OF SETS FEEDER AMPERAGE REMARKS T001 TEMP UTILITY XFMR TEMP SWBD (4) 400 kcmil, (1) #250 kcmil G 3" 6 2000 T002 TEMP SWBD DSBA100 (4) 350 kcmil, (1) # 1 G 3" 2 600 T003 TEMP SWBD DSBB100 (4) 350 kcmil, (1) # 1 G 3" 2 600 T004 TEMP SWBD DSBC100 (4) 350 kcmil, (1) # 1 G 3" 2 600 T005 TEMP SWBD DSBD100 (4) 350 kcmil, (1) At 1 G 3" 2 600 NOTES: Panel: LCPBC110 Site: EDGECONNEXSEATLLE-DH3 Volts: 20BYl120 3 PHASE, 4 WIRE kAIC: 10 Cu Bus: 250A MCB: 250A MLO: M B A Brkr 200% Nuetral: Iso. Gmd: Feed Thru: YES NEMA Rating: N1 Surface/Flush Mid: SURFACE New/Exist.: NEW Load Connected Diversified Load Connected Diversified Type Load Load Type Load Load (R) Receptacles 1,980 1,980 (L) Lighting 2,863 3,579 (C) Cooling 14,584 14,584 (EL) Exterior Lighting 0 0 (H) Heating 3,000 0 (WH) Water Heater 0 0 (F) Fans 0 o (MT) Largest Motor 0 0 (K) Kitchen Equipment 0 o (E) Elevators 0 0 (M) Miscellaneous 25.380 25,380 (SP) Subpanel 1 0 1 0 l olal 4onneoleo Loao: 4r,0U/ VA = 133 Amt1 Feed Thru Load: VA = 0 AMPS Total Diversified Load: 45.523 VA = 126 AMPS Panel LCPBD110 Site: EDGECONNEXSEATTLE-DH3 200%Nuetral: Volts: 20BYl120 3 PHASE, 4 WIRE Iso. Gmd: kAIC: 10 Feed Thru: YES Cu Bus: 250A NEMA Rating: N1 MCB: 250A Surface/Flush Mid: SURFACE MLO: New/Exist.: NEW Ckt Load Description of Load Type Ckt PHASE A PHASE B PHASE C Ckt Type Description of load Load Ckt # (VA) I Brkr (VA) (VA) (VA) Brkr (VA) # 1 490 1 LIGHTING DATA HALL 3 L 2011 1,390 1!(!IItJltil 1/lll!l!!l1/ 2011 R RECEPTACLES EXTERIOR 900 2 3 490 LIGHTING DATA HALL 3 L 2011 /!ll!l(!p1! 1,570 !1!ll1/!!!l1 20/1 R RECEPTACLES INTERIOR 1,080 4 5 490 LIGHTING DATA HALL 3 L 2011 /!JlJl1/J!!t t!!ll111!l11 850 20/1 M RECEPTACLES INTERIOR 360 6 7 776 LIGHTING INTERIOR L 2011 1,136 /1f1Jf1!!!tl 1!!l!1/ll/It 20/1 M DOOR STRIKE 360 8 9 749 LIGHTING INTERIOR L 2011 /t!!1/!l1111 1,109 1/llpll!!l! 2011 M DOOR STRIKE 360 10 11 SPARE 20/1 It//1//1p1/ //l/l/tl!!!/ 500 20/1 M EPO PANEL 500 12 13 SPARE 2011 500 tl!!!(11/l!! !!1Ililltlil 20/1 M BMS PANEL & ATS METERS 500 14 15 SPARE 20/1 /lllll!!(!1! 0 1(Il!!1/llll 20/1 SPARE 16 17 1 ISPARE 20/1 /1//1!/1/1/1 1!!///!!/tll 0 20/1 SPARE 18 19 SPARE 20/1 0 1!l!f/t/!ill lIll/1t!!lt! 20/1 SPARE 20 21 i SPARE 20/1 /Ill11111t11 0 !!l1lt/il!!l 20/1 SPARE 22 231 SPARE 20/1 Jl1!l!!!11/i !1/1/lll!lIl 0 2011 SPARE 24 251 SPARE 1 20/1 0 /ll!!!lI!l!l l!t!!11!!!lI 20/1 SPARE 1261 27 SPARE 20/1 /!ll1!l!l!fl 0 /l/1!llpltl 20/1 SPARE 28 29 SPARE 20/1 tl1/!1!1///! !!tl//t/t/!/ 0 20/1 SPARE 30 31 3,900 GENBB100 POWER PNL M 50/3 5,252 /!t!1/11t1/l lN1!li!ltll 2012 C CON00800 1,352 32 33 3,900 - M !l1/lllilil! 5,252 /ulJlmtt/ - C - 1,352 34 35 3,900 - M !llllll!1111 tl!ll!!l1/l! 3,900 20/1 SPARE 36 37 3,900 GENBD100 POWER PNL M 50/3 7,860 /1!tlIJNI!! !!!!1/!l!F!l ' 3513 C FG000800 3,960 38 39 3,900 - M !11!l1111I7! 7,860 !ti//!Il(tt! C - 3,960 40 411 3,900 - M 1 7,860 - C 1 3,960 142 Subtotals 16,138 15,791 1 13,110 Total Connected Load: 45,039 VA = 125 AMPS Feed Thru Load: VA = 0 AMPS Total Diversified Load: 45,788 VA - 127 AMPS ht Gensler Load Connected Diversified toad Connected ,Diversified Type Load Load Type Load Load (R) Receptacles lseo 1,980 (L) Lighting zss5 3,74a (C) Coaling 14;594 14;5&1 (EL) Exterior Lig ing o 0 (H) Heating o o (WH) Water Heater o 0 {F) Fans o o (M77 Largest Motor o 0 (K) Kitchen Equipment o o (E) Elevators o 0 (M) Miscellaneous 25,480 zs,aso (SP) Subpanel o 0 FAULT CURRENT CALCULATIONS EDGECONNEX SEA01 EQUIPMENT ONE LINE EQUIPMENT RATING MAXIMUM FAULT PASS OR REFERENCE (AIC) 3-PHASE (AMPS) FAIL TEMPORARY SERVICE ENTRANCE TEMP SWBD E1.1A tO0,000 48,114 PASS PERMANENT SERVICE ENTRANCE MSBBA110 E1.1A 100,000 45,220 PASS MSBBB110 E1.IA 100,000 44,995 PASS MSBBC110 E1.1A 100,000 44,551 PASS MSBBD110 ElAA 100,E 44,551 PASS DISTRIBUTION SYSTEM A ATSBA110 EIAB 100,000 44,115 PASS MDSBA110 EIAB 65,000 43,134 PASS MBCBA110S1 E1.1B 65,000 41,681 PASS MBCBA110S2 ElAB 65,000 40,322 PASS UPSBA110 E1.16 65,ODO 41.916 PASS PDUBA110 E1.lB 65,000 25,608 PASS MDPBA110 E1.1C 65,000 31,947 PASS DISTRIBUTION SYSTEM B ATSBB110 E1.1B 100,000 43,900 PASS MDSBBIIO E1.lB 65,000 42,929 PASS MBCBB110 S1 E1.1B 65,000 41,489 PASS MBCBB110S2 E1.1B 65,000 40,143 PASS UPSSB110 ElAB 65,000 41,722 PASS PDUBB110 ElAB 65,000 26,502 PASS MDPBB110 E1.1C 65,000 29,002 PASS DISTRIBUTION SYSTEM C ATSBC110 ElAB 100,000 43,477 PASS MDSBC110 E1.1B 65,000 42,524 PASS MBCBC110S1 ElAB 65,000 41,111 PASS MBCBC110 S2 ElAB 65,000 39,789 PASS UPSBCIIO ElAB 65,000 41,340 PASS PDUBC110 E1.1B 65,000 25,612 PASS MDPBC110 E1.1C 65,000 29,492 PASS LCPBC210 E1.1C 10,000 6,134 PASS DISTRIBUTION SYSTEM D ATSBD110 E1.1B 100,000 42,858 PASS MDSBD110 E1.1B 65,000 41,931 PASS MBCBDI10 S1 E1.18 65,E 40,557 PASS MBCBD110S2 ElAB 65,000 39,270 PASS UPSBDI10 ElAB 65,000 39,538 PASS PDUBD111 E1.1B 65,000 25,404 PASS MDPBD110 E1.lC 65,000 28,840 PASS LCPBD210 ElAB 10,000 6,280 PASS NOTES: 1. THE AVAILABLE FAULT CURRENT FROM THE UTILITY IS 48,114AAT THE SECONDARY SIDE OF THE NEW PADMOUNT TRANSFORMER. MOTOR CONTRIBUTION IS AN ADDITIONAL 2,000A 2. THE AVAILABLE FAULT CURRENT FROM THE UTILITY IS HIGHER THAN THAT FROM THE GENERATOR PLANT. THE UTILITYFAULT CURRENT HAS BEEN USED FOR THIS STUDY. tIECFIIVED CITY OF 1-i11CWILA JUN 13 2019 PERMIT CENTER `' 0/ z 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK. ENGINEERING +DESIGN 3933 SW Kelly Avenue -Portland, Oregon 97239 503.222.4453 www.vlmk.com ? sF. www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ■ ■ ■ • - a,. S s -w a $4 4 a dn. r' f el ISSUES &REVISIONS Na Date �-Description -- t 06/03/19 ISSUE FOR PERMIT SLP 27 2019 Citv of of k+,.r �r1TTLS f ELECTRICAL SCHEDULES SB�I'NO. DRAWN: SMP REVIEWED: RWD PROJECT NO.: C1766.00 ® f PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. l olal 4onneoleo Loao: 4r,0U/ VA = 133 Amt1 Feed Thru Load: VA = 0 AMPS Total Diversified Load: 45.523 VA = 126 AMPS Panel LCPBD110 Site: EDGECONNEXSEATTLE-DH3 200%Nuetral: Volts: 20BYl120 3 PHASE, 4 WIRE Iso. Gmd: kAIC: 10 Feed Thru: YES Cu Bus: 250A NEMA Rating: N1 MCB: 250A Surface/Flush Mid: SURFACE MLO: New/Exist.: NEW Ckt Load Description of Load Type Ckt PHASE A PHASE B PHASE C Ckt Type Description of load Load Ckt # (VA) I Brkr (VA) (VA) (VA) Brkr (VA) # 1 490 1 LIGHTING DATA HALL 3 L 2011 1,390 1!(!IItJltil 1/lll!l!!l1/ 2011 R RECEPTACLES EXTERIOR 900 2 3 490 LIGHTING DATA HALL 3 L 2011 /!ll!l(!p1! 1,570 !1!ll1/!!!l1 20/1 R RECEPTACLES INTERIOR 1,080 4 5 490 LIGHTING DATA HALL 3 L 2011 /!JlJl1/J!!t t!!ll111!l11 850 20/1 M RECEPTACLES INTERIOR 360 6 7 776 LIGHTING INTERIOR L 2011 1,136 /1f1Jf1!!!tl 1!!l!1/ll/It 20/1 M DOOR STRIKE 360 8 9 749 LIGHTING INTERIOR L 2011 /t!!1/!l1111 1,109 1/llpll!!l! 2011 M DOOR STRIKE 360 10 11 SPARE 20/1 It//1//1p1/ //l/l/tl!!!/ 500 20/1 M EPO PANEL 500 12 13 SPARE 2011 500 tl!!!(11/l!! !!1Ililltlil 20/1 M BMS PANEL & ATS METERS 500 14 15 SPARE 20/1 /lllll!!(!1! 0 1(Il!!1/llll 20/1 SPARE 16 17 1 ISPARE 20/1 /1//1!/1/1/1 1!!///!!/tll 0 20/1 SPARE 18 19 SPARE 20/1 0 1!l!f/t/!ill lIll/1t!!lt! 20/1 SPARE 20 21 i SPARE 20/1 /Ill11111t11 0 !!l1lt/il!!l 20/1 SPARE 22 231 SPARE 20/1 Jl1!l!!!11/i !1/1/lll!lIl 0 2011 SPARE 24 251 SPARE 1 20/1 0 /ll!!!lI!l!l l!t!!11!!!lI 20/1 SPARE 1261 27 SPARE 20/1 /!ll1!l!l!fl 0 /l/1!llpltl 20/1 SPARE 28 29 SPARE 20/1 tl1/!1!1///! !!tl//t/t/!/ 0 20/1 SPARE 30 31 3,900 GENBB100 POWER PNL M 50/3 5,252 /!t!1/11t1/l lN1!li!ltll 2012 C CON00800 1,352 32 33 3,900 - M !l1/lllilil! 5,252 /ulJlmtt/ - C - 1,352 34 35 3,900 - M !llllll!1111 tl!ll!!l1/l! 3,900 20/1 SPARE 36 37 3,900 GENBD100 POWER PNL M 50/3 7,860 /1!tlIJNI!! !!!!1/!l!F!l ' 3513 C FG000800 3,960 38 39 3,900 - M !11!l1111I7! 7,860 !ti//!Il(tt! C - 3,960 40 411 3,900 - M 1 7,860 - C 1 3,960 142 Subtotals 16,138 15,791 1 13,110 Total Connected Load: 45,039 VA = 125 AMPS Feed Thru Load: VA = 0 AMPS Total Diversified Load: 45,788 VA - 127 AMPS ht Gensler Load Connected Diversified toad Connected ,Diversified Type Load Load Type Load Load (R) Receptacles lseo 1,980 (L) Lighting zss5 3,74a (C) Coaling 14;594 14;5&1 (EL) Exterior Lig ing o 0 (H) Heating o o (WH) Water Heater o 0 {F) Fans o o (M77 Largest Motor o 0 (K) Kitchen Equipment o o (E) Elevators o 0 (M) Miscellaneous 25,480 zs,aso (SP) Subpanel o 0 FAULT CURRENT CALCULATIONS EDGECONNEX SEA01 EQUIPMENT ONE LINE EQUIPMENT RATING MAXIMUM FAULT PASS OR REFERENCE (AIC) 3-PHASE (AMPS) FAIL TEMPORARY SERVICE ENTRANCE TEMP SWBD E1.1A tO0,000 48,114 PASS PERMANENT SERVICE ENTRANCE MSBBA110 E1.1A 100,000 45,220 PASS MSBBB110 E1.IA 100,000 44,995 PASS MSBBC110 E1.1A 100,000 44,551 PASS MSBBD110 ElAA 100,E 44,551 PASS DISTRIBUTION SYSTEM A ATSBA110 EIAB 100,000 44,115 PASS MDSBA110 EIAB 65,000 43,134 PASS MBCBA110S1 E1.1B 65,000 41,681 PASS MBCBA110S2 ElAB 65,000 40,322 PASS UPSBA110 E1.16 65,ODO 41.916 PASS PDUBA110 E1.lB 65,000 25,608 PASS MDPBA110 E1.1C 65,000 31,947 PASS DISTRIBUTION SYSTEM B ATSBB110 E1.1B 100,000 43,900 PASS MDSBBIIO E1.lB 65,000 42,929 PASS MBCBB110 S1 E1.1B 65,000 41,489 PASS MBCBB110S2 E1.1B 65,000 40,143 PASS UPSSB110 ElAB 65,000 41,722 PASS PDUBB110 ElAB 65,000 26,502 PASS MDPBB110 E1.1C 65,000 29,002 PASS DISTRIBUTION SYSTEM C ATSBC110 ElAB 100,000 43,477 PASS MDSBC110 E1.1B 65,000 42,524 PASS MBCBC110S1 ElAB 65,000 41,111 PASS MBCBC110 S2 ElAB 65,000 39,789 PASS UPSBCIIO ElAB 65,000 41,340 PASS PDUBC110 E1.1B 65,000 25,612 PASS MDPBC110 E1.1C 65,000 29,492 PASS LCPBC210 E1.1C 10,000 6,134 PASS DISTRIBUTION SYSTEM D ATSBD110 E1.1B 100,000 42,858 PASS MDSBD110 E1.1B 65,000 41,931 PASS MBCBDI10 S1 E1.18 65,E 40,557 PASS MBCBD110S2 ElAB 65,000 39,270 PASS UPSBDI10 ElAB 65,000 39,538 PASS PDUBD111 E1.1B 65,000 25,404 PASS MDPBD110 E1.lC 65,000 28,840 PASS LCPBD210 ElAB 10,000 6,280 PASS NOTES: 1. THE AVAILABLE FAULT CURRENT FROM THE UTILITY IS 48,114AAT THE SECONDARY SIDE OF THE NEW PADMOUNT TRANSFORMER. MOTOR CONTRIBUTION IS AN ADDITIONAL 2,000A 2. THE AVAILABLE FAULT CURRENT FROM THE UTILITY IS HIGHER THAN THAT FROM THE GENERATOR PLANT. THE UTILITYFAULT CURRENT HAS BEEN USED FOR THIS STUDY. tIECFIIVED CITY OF 1-i11CWILA JUN 13 2019 PERMIT CENTER `' 0/ z 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK. ENGINEERING +DESIGN 3933 SW Kelly Avenue -Portland, Oregon 97239 503.222.4453 www.vlmk.com ? sF. www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ■ ■ ■ • - a,. S s -w a $4 4 a dn. r' f el ISSUES &REVISIONS Na Date �-Description -- t 06/03/19 ISSUE FOR PERMIT SLP 27 2019 Citv of of k+,.r �r1TTLS f ELECTRICAL SCHEDULES SB�I'NO. DRAWN: SMP REVIEWED: RWD PROJECT NO.: C1766.00 ® f PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. Gensler Load Connected Diversified toad Connected ,Diversified Type Load Load Type Load Load (R) Receptacles lseo 1,980 (L) Lighting zss5 3,74a (C) Coaling 14;594 14;5&1 (EL) Exterior Lig ing o 0 (H) Heating o o (WH) Water Heater o 0 {F) Fans o o (M77 Largest Motor o 0 (K) Kitchen Equipment o o (E) Elevators o 0 (M) Miscellaneous 25,480 zs,aso (SP) Subpanel o 0 FAULT CURRENT CALCULATIONS EDGECONNEX SEA01 EQUIPMENT ONE LINE EQUIPMENT RATING MAXIMUM FAULT PASS OR REFERENCE (AIC) 3-PHASE (AMPS) FAIL TEMPORARY SERVICE ENTRANCE TEMP SWBD E1.1A tO0,000 48,114 PASS PERMANENT SERVICE ENTRANCE MSBBA110 E1.1A 100,000 45,220 PASS MSBBB110 E1.IA 100,000 44,995 PASS MSBBC110 E1.1A 100,000 44,551 PASS MSBBD110 ElAA 100,E 44,551 PASS DISTRIBUTION SYSTEM A ATSBA110 EIAB 100,000 44,115 PASS MDSBA110 EIAB 65,000 43,134 PASS MBCBA110S1 E1.1B 65,000 41,681 PASS MBCBA110S2 ElAB 65,000 40,322 PASS UPSBA110 E1.16 65,ODO 41.916 PASS PDUBA110 E1.lB 65,000 25,608 PASS MDPBA110 E1.1C 65,000 31,947 PASS DISTRIBUTION SYSTEM B ATSBB110 E1.1B 100,000 43,900 PASS MDSBBIIO E1.lB 65,000 42,929 PASS MBCBB110 S1 E1.1B 65,000 41,489 PASS MBCBB110S2 E1.1B 65,000 40,143 PASS UPSSB110 ElAB 65,000 41,722 PASS PDUBB110 ElAB 65,000 26,502 PASS MDPBB110 E1.1C 65,000 29,002 PASS DISTRIBUTION SYSTEM C ATSBC110 ElAB 100,000 43,477 PASS MDSBC110 E1.1B 65,000 42,524 PASS MBCBC110S1 ElAB 65,000 41,111 PASS MBCBC110 S2 ElAB 65,000 39,789 PASS UPSBCIIO ElAB 65,000 41,340 PASS PDUBC110 E1.1B 65,000 25,612 PASS MDPBC110 E1.1C 65,000 29,492 PASS LCPBC210 E1.1C 10,000 6,134 PASS DISTRIBUTION SYSTEM D ATSBD110 E1.1B 100,000 42,858 PASS MDSBD110 E1.1B 65,000 41,931 PASS MBCBDI10 S1 E1.18 65,E 40,557 PASS MBCBD110S2 ElAB 65,000 39,270 PASS UPSBDI10 ElAB 65,000 39,538 PASS PDUBD111 E1.1B 65,000 25,404 PASS MDPBD110 E1.lC 65,000 28,840 PASS LCPBD210 ElAB 10,000 6,280 PASS NOTES: 1. THE AVAILABLE FAULT CURRENT FROM THE UTILITY IS 48,114AAT THE SECONDARY SIDE OF THE NEW PADMOUNT TRANSFORMER. MOTOR CONTRIBUTION IS AN ADDITIONAL 2,000A 2. THE AVAILABLE FAULT CURRENT FROM THE UTILITY IS HIGHER THAN THAT FROM THE GENERATOR PLANT. THE UTILITYFAULT CURRENT HAS BEEN USED FOR THIS STUDY. tIECFIIVED CITY OF 1-i11CWILA JUN 13 2019 PERMIT CENTER `' 0/ z 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK. ENGINEERING +DESIGN 3933 SW Kelly Avenue -Portland, Oregon 97239 503.222.4453 www.vlmk.com ? sF. www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ■ ■ ■ • - a,. S s -w a $4 4 a dn. r' f el ISSUES &REVISIONS Na Date �-Description -- t 06/03/19 ISSUE FOR PERMIT SLP 27 2019 Citv of of k+,.r �r1TTLS f ELECTRICAL SCHEDULES SB�I'NO. DRAWN: SMP REVIEWED: RWD PROJECT NO.: C1766.00 ® f PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. FAULT CURRENT CALCULATIONS EDGECONNEX SEA01 EQUIPMENT ONE LINE EQUIPMENT RATING MAXIMUM FAULT PASS OR REFERENCE (AIC) 3-PHASE (AMPS) FAIL TEMPORARY SERVICE ENTRANCE TEMP SWBD E1.1A tO0,000 48,114 PASS PERMANENT SERVICE ENTRANCE MSBBA110 E1.1A 100,000 45,220 PASS MSBBB110 E1.IA 100,000 44,995 PASS MSBBC110 E1.1A 100,000 44,551 PASS MSBBD110 ElAA 100,E 44,551 PASS DISTRIBUTION SYSTEM A ATSBA110 EIAB 100,000 44,115 PASS MDSBA110 EIAB 65,000 43,134 PASS MBCBA110S1 E1.1B 65,000 41,681 PASS MBCBA110S2 ElAB 65,000 40,322 PASS UPSBA110 E1.16 65,ODO 41.916 PASS PDUBA110 E1.lB 65,000 25,608 PASS MDPBA110 E1.1C 65,000 31,947 PASS DISTRIBUTION SYSTEM B ATSBB110 E1.1B 100,000 43,900 PASS MDSBBIIO E1.lB 65,000 42,929 PASS MBCBB110 S1 E1.1B 65,000 41,489 PASS MBCBB110S2 E1.1B 65,000 40,143 PASS UPSSB110 ElAB 65,000 41,722 PASS PDUBB110 ElAB 65,000 26,502 PASS MDPBB110 E1.1C 65,000 29,002 PASS DISTRIBUTION SYSTEM C ATSBC110 ElAB 100,000 43,477 PASS MDSBC110 E1.1B 65,000 42,524 PASS MBCBC110S1 ElAB 65,000 41,111 PASS MBCBC110 S2 ElAB 65,000 39,789 PASS UPSBCIIO ElAB 65,000 41,340 PASS PDUBC110 E1.1B 65,000 25,612 PASS MDPBC110 E1.1C 65,000 29,492 PASS LCPBC210 E1.1C 10,000 6,134 PASS DISTRIBUTION SYSTEM D ATSBD110 E1.1B 100,000 42,858 PASS MDSBD110 E1.1B 65,000 41,931 PASS MBCBDI10 S1 E1.18 65,E 40,557 PASS MBCBD110S2 ElAB 65,000 39,270 PASS UPSBDI10 ElAB 65,000 39,538 PASS PDUBD111 E1.1B 65,000 25,404 PASS MDPBD110 E1.lC 65,000 28,840 PASS LCPBD210 ElAB 10,000 6,280 PASS NOTES: 1. THE AVAILABLE FAULT CURRENT FROM THE UTILITY IS 48,114AAT THE SECONDARY SIDE OF THE NEW PADMOUNT TRANSFORMER. MOTOR CONTRIBUTION IS AN ADDITIONAL 2,000A 2. THE AVAILABLE FAULT CURRENT FROM THE UTILITY IS HIGHER THAN THAT FROM THE GENERATOR PLANT. THE UTILITYFAULT CURRENT HAS BEEN USED FOR THIS STUDY. tIECFIIVED CITY OF 1-i11CWILA JUN 13 2019 PERMIT CENTER `' 0/ z 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK. ENGINEERING +DESIGN 3933 SW Kelly Avenue -Portland, Oregon 97239 503.222.4453 www.vlmk.com ? sF. www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ■ ■ ■ • - a,. S s -w a $4 4 a dn. r' f el ISSUES &REVISIONS Na Date �-Description -- t 06/03/19 ISSUE FOR PERMIT SLP 27 2019 Citv of of k+,.r �r1TTLS f ELECTRICAL SCHEDULES SB�I'NO. DRAWN: SMP REVIEWED: RWD PROJECT NO.: C1766.00 ® f PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. tIECFIIVED CITY OF 1-i11CWILA JUN 13 2019 PERMIT CENTER `' 0/ z 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK. ENGINEERING +DESIGN 3933 SW Kelly Avenue -Portland, Oregon 97239 503.222.4453 www.vlmk.com ? sF. www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ■ ■ ■ • - a,. S s -w a $4 4 a dn. r' f el ISSUES &REVISIONS Na Date �-Description -- t 06/03/19 ISSUE FOR PERMIT SLP 27 2019 Citv of of k+,.r �r1TTLS f ELECTRICAL SCHEDULES SB�I'NO. DRAWN: SMP REVIEWED: RWD PROJECT NO.: C1766.00 ® f PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ? sF. www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ■ ■ ■ • - a,. S s -w a $4 4 a dn. r' f el ISSUES &REVISIONS Na Date �-Description -- t 06/03/19 ISSUE FOR PERMIT SLP 27 2019 Citv of of k+,.r �r1TTLS f ELECTRICAL SCHEDULES SB�I'NO. DRAWN: SMP REVIEWED: RWD PROJECT NO.: C1766.00 ® f PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ISSUES &REVISIONS Na Date �-Description -- t 06/03/19 ISSUE FOR PERMIT SLP 27 2019 Citv of of k+,.r �r1TTLS f ELECTRICAL SCHEDULES SB�I'NO. DRAWN: SMP REVIEWED: RWD PROJECT NO.: C1766.00 ® f PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. �r1TTLS f ELECTRICAL SCHEDULES SB�I'NO. DRAWN: SMP REVIEWED: RWD PROJECT NO.: C1766.00 ® f PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. MECHANICAL SYMBOLS MANUAL VOLUME DAMPER MOTORIZED VOLUME DAMPER BDD Ei� BDD BACKDRAFT DAMPER FD gj� FD FiRE DAMPER SO 5�9 SO SMOKE DAMPER FSD 2�2 FSD COMBINATION F1RE/SMOKE DAMPER ® SMOKE DETECTOR RISE IN DUCT ELEVATION 4, DROP IN DUCT ELEVATION RADIUS ELBOW MITERED ELBOW WITH TURNING VANES TBRANCH CONNECTION TO MAIN TRANSITION DUCT WITH INTERNAL LINER �N x SUPPLY DUCT UP, DOWN RETURN/EXHAUST DUCT UP, DOWN ®100 SUPPLY GRILLE WITH AIR QUANTITY Z1OOR/100E RETURN/EXHAUST GRILLE WITH AIR QUANTITY UT THERMOSTAT 0 HUMiDISTAT ® TEMPERATURE/HUMIDITY SENSOR FTJ TEMPERATURE SENSOR MECHANICAL SYMBOLS /-PCD ---- ( PUMPED CONDENSATE DRAIN 2--RHG ---- 1 REFRIGERANT HOT GAS 1-RL-{ REFRIGERANT LIQUID 0-4 PIPE UP PIPE DOWN CAP 90' ELBOW j iCGr� RISE OR DROP IN ELEVATION > TEE OR BRANCH CONNECTION CONNECT TO EXISTING ABBREVIATIONS E - EXISTING TO REMAIN PCD - PUMPED CONDENSATE DRAIN R - RELOCATE CIA - OUTSIDE AIR D - DEMOLISH EA - EXHAUST AIR AFF - ABOVE FINISHED FLOOR RA - RETURN AIR OBD - OPPOSED BLADE DAMPER SA - SUPPLY AIR BDD - BACKDRAFT DAMPER SWR - SIDEWALL REGISTER CRAC - COMP. RM. A/C UNIT UNO - UNLESS NOTED OTHERWISE RHG - REFRIGERANT HOT GAS CFM - CUBIC FEET PER MINUTE RL - REFRIGERANT LIQUID OFCI - OWNER FURNISHED, COWRAL70R INSTATED. OWNER FURNISHED ITEMS ARE PURCHASED AND WARRANTED AS STATED IN THESE DOCUMENTS BY BURR COMPUTER ENVIRONMENTS, INC. AIR-COOLED CONDENSING UNIT SCHEDULE (OFCI) UNIT TAG CONOO113 CON00123 CON00213 CON00223 CON00313 CON00323 COIOD413 COIOD423 COND0613 COND0623 CON00813 CONN00823 CON02500 CON02600 CONQ27OO CON02800 MANUFACTURER LIEBERT LIEBERT IEBERT UEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT MODEL NUMBER MCL165E1A MCL165E1A MCLI65EIA MCL165E1A MCLI65EIA MCL165EIA MCL11OE8A MCL11OE8A MCL11OE8A MCL11OE8A AREA SERVED DATA HALL 3 DATA HALL 3 DATA HALL 3 DATA HALL 3 DATA HALL 3 DATA HALL 3 :UPS ROOM 4 UPS ROOM 4 UPS ROOM 4 ;UPS ROOM 4 CRAC UNIT SERVED CRA00103 CRA00203 CRA00303 CRA00403 CRAD0603 CRA00803 CRA02500 CRA02600 CRA02700 CRA02800 AMBIENT TEMP. ('F) 105 105 105 105 105 105 105 105 105 105 REFRIGERANTTYPE R-410A R-410A R-410A R-410A R-410A R-41QA R-407C R-407C R-407C R-407C FAN QUANTITY (EACH) 3 3 3 3 3 3 2 2 2 2 FLA (EACH) 8A 8A 8.4 8.4 8.4 8.4 5.6 5.6 5.6 5.6 VOLTS/PHASE/HERTZ 460/3/60 460/3/60 4W3160 4603/60 46013160 460/3/60 46013/60 1 460/3160 460/3/60 460/3/60 REMARKS 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 2,4,5,E 1 2,4,5,E 2,4,5,E REMARKS: 1. 18" SUPPORT LEGS. 2. FACTORY WIRED DISCONNECT SWITCH. 3. CNE(1) REFRIGERANT RECEIVER AND BRACKET ASSEMBLY FOR EACH 3-FAN CONDENSING UNIT SECTION. 4. ALARM TERMINAL CONNECTI ONS. 5. POWERED FROM ASSOCIATED CRA UNIT. 6. 60" SUPPORT LEGS. ECONO-PHASE REFRIG. PUMP MODULE SCHEDULE (OFCI) UNIT TAG EFUM103 ERPOO203 ERP00303 ERPOMO3 ERPOO603 EFP00803 MANUFACTURER LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT MODEL NUMBER PR125AA6DD-OOOO PR125AA6DD-OOOO PR125AA6DD-ODOO PR125AASDD-ODOO PR125AA6DD-OOOO PR125AA6DD-OOOO CRAC UNIT SERVED CRA00103 CRA00203 GRA00303 CRA00403 CRA00603 6RA00803 PUMP TYPE REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT QUANTITY OF PUMPS 2 2 2 2 2 2 HORSEPOWER 1.6 1.6 1.6 1.6 1.6 1.6 VOLTS/PHASEIHERTZ 480/3/60 480/3160 480/3/60 480/3/60 480/3/60 480 3/60 FULL LOAD AMPS (FLA) 3.5 (EACH) 3.5 (EACH) 3.5 (EACH) 3.5 (EACH) 3.5 (EACH) 3.5 (EACH) REMARKS 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 NOTES: 1. DUAL PUMP CONFIGURATION WITH (1+1) REDUNDANCY. 2. 65,000 AMP SCCR 3. REFRIGERANT PUMP MODULE CONTROLLED BY ASSOCIATED CRAC ICOM CONTROL MODULE. AIR DEVICE SCHEDULE MARK MFR.& MODEL TYPE REMARKS TUTUS LOWERED SUPPLY ALUMINUM CONSTRUCTION, LAY -IN FRAME, FULL FACE, WHITE FINISH, O TMSA-AA AIR GRILLE REFER TO INLET SIZING CHART FOR NECK SIZE. TUTUS PERFORATED RETURN ALUMINUM CONSTRUCTION, TYPE-3 LAY -IN FRAME, WHITE FINISH, 2W2 PAR AIRGRNLLE NECK. ALUMINUM CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUIM FINISH, TUTUS SUPPLY SIDEWALL SUPPLY DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO LONG l / 301 FL AIR CP DIMENSION. ALUMINUM CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUM FINISH, CD TUTUS SIDEWALL EXHAUST/RETURN DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO LONG 350 FL AIR GRILLE DIMENSION. rnv1 CO: 1. STANDARD WHITE FINISH. 2. PROVIDE SQUARE TO ROUND NECK TRANSITION FOR CONNECTION TO FLEX DUCT. 1. REFER TO THE SPECIFICATIONS FOR ALL MATERIALS, MANUFACTURERS, METHODS OF CONSTRUCTION AND INSTALLATION PROCEDURES UNLESS NOTED OTHERWISE IN THIS SET OF PLANS. 2. THE C NTRAC;TOR IS RESPONSIBLE FOR VISITING THE SiTE AND BECOMING FAMILIAR WITH THE EXISTING BUILDING AND CONDITIONS WITHIN THE SCOPE OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COORDiNATING WITH OTHER TRADES PRIOR TO FABRICATING AND INSTALLING THE MECHANICAL. SYSTEMS. 3. THE APPROXIMATE LOCATIONS OF MECHANICAL ITEMS ARE SHOWN ON THE PLANS. THESE PLANS ARE NOT INTENDED TO GIVE COMPLETE AND ACCURATE DETAILS IN REGAIN M LOCATION OF DEVICES, EQUIPMENT, ETC.. EXACT LOCATIONS SHALL BE DETERMINED BY ACTUAL MEASUREMENTS TAKEN AT THE BUILDING AND IN COORDINATION WITH EXISTING CONDITIONS AND ALL OTHER TRADES. 4. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES, THE CONTRACTOR SHALL OBTAIN AND PAY FOR AL NECESSARY PERMITS, FEES, AND INSPECTIONS. -Y', ii it �1't1 i' i '1 :!• t'9 ,, •Y 'M' 1 14 iC il' ..ty f ••.I wilt . f. Yi f- 7 F Ili• 6. THE CONBLICTOR S REQUIRED TO PROVIDE SUBMITTALS FOR ALL MATERIALS AND EQUIPMENT TO B: STALLED WITHIN THE SCOPE OF iNS PROJECT. 7. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 8. THE CONTRACTOR SHAM WARRANT THE EQUIPMENT AND INSTALLATION OF THE EQUIPMENT PURCHASED BY THE CONTRACTOR FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETEAMIINED BY THE OWNER. 9. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 10. GRILLES, REGISTERS, AND DIFFUSERS SHALL BE AS PER THE SCHEDULE FRAME TYPE OF EACH DEVICE SHALL BE DEMO FOR THE CEILING TYPE IN WHICH IT IS INSTATED. 11. CDORDNATE THE LOCATION OF ALL AIR DISTRIBUTION DEACXS WITH THE ARCHITECTURAL REFLECTED CEILING PUN, INCLUDING LIGHT FIXTIURES, SPRINIM HEADS, SPEA(ERS, AND SMOKE DETECTORS. 12. MECHANICAL EQUIPMENT AND DEVICES (VALVES, DAMPERS, TERMINAL UNITS, ETC.) INSTALLED ABOVE INACCESSIBLE CEILINGS SHALL HAVE ACCESS DOORS INSTALLED IN THE COM TO ALLOW FOR SERVICE THE MECHANICAL CONTRACTOR SHALL FURNISH THESE ACCESS DOORS FOR THE GENERAL CONTRACTOR M INSTALL THE MECHANICAL CDNTRACTOR SCULL COORDINATE THE LOCATION OF THESE DOORS WITH THE ARCHITECT TO BST ALLOW FOR SOW AND ARCHITECTURAL APPEARANCE. 13. THE CONTRACTOR SUM. PROVIDE TEMPORARY FILTER MEDIA AS REQUIRED FOR THE OPERATION OF CIM'S, RTU'S DURING CONSTRUCTION. THESE FILTERS ARE TO BE CHANGED AS NEEDED THROUGHOUT THE CONSTRUCTION PRESS. THE UNITS SHALL NOT RUN WITHOUT THESE FILTERS INSTALLED. THE CONTRACTOR SHALL INSTAL THE FILTERS PROVIDED WiTH THE UNIT PRIOR TO THE AIR BALANCE OF EACH UNIT. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 14. VERIFY LOCATION OF THERMOSTATS AND SPACE TEMPERATURE SENSORS WITH THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. INSTALL THERMOSTATS AND SENSORS AT THE SAME CENTERLINE ELEVATION AS LIGHT SWITCHES. 15. ALL MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME -SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH THE TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, ASTM E-84-91A AND ANSI/UL 723-86. 16- MECHANICAL CONTRACTOR TO PROVIDE ARSDE TEST AND BALANCE (NEBB OR MBC) FOR ALL AFFECTED WAC SYSTEMS, INCLUDING ALL AIR DEVICES, AIR TERMINAL UNITS AND FAN COIL UNITS WITHIN THE SCOPE OF WORK. REFER TO SHEER M2.1 FOR AIR QUANTITIES. 17, MECHANICAL CONTRACTOR TO PROVIDE OPERATING AND MAINTENANCE MANUALS FOR ALL EQUIPMENT TO THE OWNER CRAG UNIT SCHEDULE (OFCI) CRA00103 CRA02500 UNITTAG CRA00203 CRA00303 CRA026DO CRAOD403 CRA00603 CRA02700 CRAODS03 CRA028W LIEBERT MODEL NUMBER DA15ODPIA DA15MPIA VSO42ADADW AREA SERVED DATA CENTER 3 DATA CENTER 3 UPS RIM 4 TYPE AR -COOLED AIR-COOLED AIR-COOLED UNIT CONFIGURATION DOWWLCW DOWNFLOW UPFLOW SUPPLY AIR (CFM) 18,000 18,000 6,300 U } MOTOR QUANTiTY 3 EC 3 EC 1 IL a EXT. SP (IN. W.G.) 0.2 0.2 0.2 D rn HP (EACH) 3.7 3.7 7.5 - EAT DBAWB ('F) 88167 88/67 75/61 OU LAT DB/WB ('F) 68161 68/61 W54 0 z m SENSIBLE COOLING CAPACITY - KW (MBH) 134 (457) 134 (457) 36.4 (124.2) O 0 TOTAL COOLING CAPACITY - KW (MBH) 134 (457) 134 (457) 42 (143.3) O FACE VELOCITY (FPM) 320 320 368 x w TYPE INFRARED INFRARED NA n = CAPACITY (LBStHR) 22.0 22.0 N4 U ~ kW 30.0 30.0 NA �X w STEPS 3 3 NA J cal FLA (FLA W/ HUM & REHEAT LOCKED OUT) 119.5 (107.9) 119.5 (107.9) 39.2 (NA) IY U LU w V/PWHZ 460/3/60 460/3/60 460/3/60 REMARKS 1,2,3,4,5,6,7,8,9,10 1,2,3,4,5,6,7,8,9, 3,4,5,6,9,10,11,12, 12,13,14,15,16,19 12,13,14,15,16,18,19 14,15,16,17,19 REMARKS: 1. ELECTRICALLY COMMUTATED FAN MOTORS, 2, R-410A REFRIGERANT. 3. 4- FILTERS, MERV-8 RATING. 4, LT460-Z25 LEAK SENSOR WiTH 25 FT LEAK DETECTION CABLE. FIELD INSTALLED, 5. FACTORY INSTALLED DUAL FLOAT CONDENSATE PUMP. 6. ADVANCED MICROPROCESSOR -BASED TEMPERATURE AND HUMIDITY CONTROLS. 7• ACCOMPANIED BY RESPECTIVE MICRO -CHANNEL AIR-COOLED CONDENSER AND ECONOPHASE REFRIGERANT PUMP PACKAGE. REFER TO ACCU SCHEDULE. 8. 30" HIGH SEISMIC FLOOR STAND. 9. 65,000 AMPS SHORT CIRCUIT CURRENT RATING. 10. SINGLE NON -LOCKING DISCONNECT SWITCH, 11, ACCOMPANIED BY RESPECTIVE MICRO -CHANNEL AIR-COOLED CONDENSER. REFER TO ACCU SCHEDULE. 12. LOW VOLTAGE TERMINAL PACKAGE. 13. REHEAT AND HUMIDIFIER LOCKOUT. 14. UNITY COMMUNICATION NETWORKING CARD. 15. SMOKE SENSOR WITH UNIT ALARM AND SHUTDOWN, INCLUDING SUPERVISION CONTACTS. 16. ICON CONTROL WITH LARGE DISPLAY. 17. R-407C REFRIGERANT. 18. DUAL NON -LOCKING DISCONNECT WITH REVERSING STARTERS. 19. FUSEBLOCK OPTION TO SERVE POWER TO RESPECTIVE ERP AND CONS. 1. REFRIGERANT PIPING UP THROUGH t.- DRAWN TEMPER COPPER TUBING ASTM 8280 TYPE 'ACR' WITH WROUGHT COPPER FITTINGS (ASTM 816.22). SILVER SOLDER ALL JOINTS WITH AWS A5.8 CLASSIFICATION 8 AG-1 SILVER SOLDER. UTILIZE NITROGEN PURGE WHILE BLAZING. 2. REFRIGERANT VALVES: A) SHUT OFF WVE UP THROUGH Y: 1) STRAIGHT THROUGH BALL VALVES: VALVE RATED FOR 500 PSIG WORKING PRESSURE AND 27TF WORKING TEMPERATURE. FULL PORT, FORGED BRASS OR BRONZE BODY AND BONNET COVER, CHROME PLATED BRONZE BALL, PTFE, OR TFE SEATS, AND WiTH SOLDER END CONNECTIONS. 2) PACED -ANGLE VALVES: RATED FOR 500 PSG WORKING PRESSURE AND 275•F WORKING TEMPERATURE FORGED BRASS OR BRONZE BODY, FORGED BRASS SEAL CAPS WITH COPPER GASKET, BACK SEATING, RISING STEM AND SEAT, MOLDED STEM PACKING, AND WITH SOLDER END CONNECTIONS. B) SERVICE VALVES: RATED FOR 500 PSG WORKING PRESSURE AND 275E WORKING TEMPERATURE. FORGED BRASS BODY WITH COPPER STUBS, BLISS CAPS, REMOVABLE VALVE CORE MID WITH SOLDER END CONNECTIONS. f Y ii 1 1 - 1'.. • ii i' N -=1'1 "' 0.•� 1 . 1', 1 l_ •'l• ^, �• - 1 :11 •,r ..1.. it f .. o-r.. YI 1• wi'/-i/ Y4 •' 1/" 1 'i•1'i' i 1 Yi i 1 •. r •v- r I,,.,r •..ii'w 'm 1• ii •, 1.1! •.ysa:. •, 1 !•, ii i..•r•i f.'C71 :r\ i' li :'YI !-t i.`� i7 ,. i'• • \ '17 i • i/ .1 l 'il :1 f /'i .:. i. +1 li. 1 � 11 ..1 •.. h. t-• -' Ci' t 1 i i� -. 1 1 i. ,f,. 1 i. •'1 t! �Y"i, ll Y - w 9 i 4 A 1 •.f. f •' i' 1' 1 /7' i i YI 1 1 lil w1• .•y', Tar 10.\, 4, PIPING INSULATION: A) REFRIGERANT PIPING (HOT GAS AND LIQUID FOR DATA CENTER DSE SYSTEMS): 1' THU CLOSED -CELL FLEXIBLE EASTOMERIC. ALUMINUM JACKET WiTH PRE -MOLDED FITTINGS (OUTDOOR ONLY). B) REFRIGERANT PIPING (HOT GAS FOR UPS RM DS SYSTEMS): 1 THICK CLOSED -CELL FLEXIBLE EIASTOMERIC. ALUMINUM JACKET WITH PRE -MOLDED FITTINGS (OUTDOOR ONLY). C) CONDENSATE DRAIN: )r THICK FIBERGLASS WiTH ASJ. SEA. VAPOR BkRRIER PROVIDE PRE -MOLDED FITTINGS. D) CRAC AND ETRP EQUIPMENT : INSULATE ALL UNDULATED INTERNAL REFRIGERANT PiP91G, FITTINGS AND REFRIGERANT PUMP WITH 1/2' THIS( CLOSED -CELL FLEXIBLE ERASTOMERIC. 5. ALL DUCTWORK SCULL BE CONSTRUCTED OF NEW LOCK FORMING QUALITY GALVANIZE) SHEET METAL IN ACCORDANCE WITH THE LATEST SMACNA STANDARDS TO THE 2' W.G. PRESSURE CLASSFKATION. ALL LONGITUDINAL SEAMS AND TRANSVERSE JOINTS SHALL BE SEALED PER SMACNA DUCT SEALING REQUIREMENTS SEAL CUSS '8'. SEAL WITH A WATER BASED ADHESIVE SEALER DESIGNED FOR MEDIUM VELOCITY DUCT SYSTEMS. SEALER SHALL BE HWRDCAST, INC., 'NON GRiP WATER BASE DUCT SEALANT 1601." DUCTWORK SiA L BE HUNG AS HIGH AS POSSIBLE FROM THE BALDING STRUCTURE WITH HANGER ASSEMBLIES IN AMIDANCE WITH ' REQUIREMENTS THE CONTRACTOR SHALL PROVIDE ADDITIONAL Rom, DROPS, AND OFFSETS IN DUCTWORK AS REQUIRED. 6. ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE USED TO ADHERE FACING OR JACKET TO INSULATION) FIRE AMD SMOKE WARD RATING (AS TESTED BY PROCEDURE ASTM E84, NFPA 225, AND UL 273) NOT EXCEEDING A FUME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. 7. ALL EXPOSED SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK SHALL NOT BE INSULATED. ALL CONCEALED SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 1/2- THICK DUCT WRAP, 3/4 LB/CUTT. INSULATION. INSULATION SHALL HAVE A FACTORY APPLIED FOiL-SCRIM-KRAFT FACING CONSISTING OF 0.35 MIL ALUMINUM FOIL REINFORCED WITH GLASS YARN MESH AND LAMINATED TO 40 POUND CHEMICAL TREATED, FIRE RESISTANT KRAFT. OVERLAP ALL SEAMS, STAGGER LONGITUDINAL SEAMS. SEAL SEAMS WITH 4- WIDE PRESSURE SENSITIVE TAPE AND OUTWARD CLINCHING STAPLES. USE SPEED CUP PINS ADHERED TO DUCT SURFACES OVER 18' IN WIDTH ON 16" CENTERS AND MAX. 3' FROM INSULATION SEAMS. APPLY BRUSH ON VAPOR RETARDANT MASTIC OVER TAPE EDGES, PINS, AND TEARS IN THE FOIL VAPOR BARRIER. MINIMUM INSULATION MUST MEET IEC (R-3.3). 8. MECHANICAL CONTRACTOR TO, PROVIDE 5 DAYS OF ASSISTANCE. FROM STARiUP TECHNICIAN OR QUAIFIED PERSONNEL TO ASSIST COMMISSIONING AGENT DURING COMMISSIONING PERIOD, 9. MECHANICAL CONTRACTOR TO PROVIDE ROOF CURBS AND SHEET METAL HOODS FOR PIPE PENETRATIONS. GEN CONTRACTOR TO CUT ROOF, INSTALL ROOF CURBS, AND FLASH IN ROOF MEMBRANE. COORDINATE SIZE OF OPENING WITH ELECT TO INCLUDE POWER AND CONTROL CONOWTS. FAN COIL UNIT - CONDENSING UNIT SCHEDULE AIR HANDLING UNIT OA BLOWER HEATER ELECTRICAL MARK MFG. MODEL # CFM KW/STEPS ACC CFM *E.S.P. HP VOLT/PH 'MCA MOCP FC000700 TRANS BCHCO24E2 150 800 0.5 1 8/2 208/3 33.54 35 4TTR6024 FC000800 TRANE BCHCO24E2 150 800 0.5 1 8/2 208/3 33.54 35 4TTR6024 EVAPORATOR -CONDENSING UNIT CLG. CAPACITY EVAPORATOR CONDENSING UNIT MARK MFG. AMB SENS TOTAL CFM EDB EWB APO MODEL # V/PH MCA MOCP LBS TEMP CON00700 TRANE 18.93 22.03 800 77 63.2 0.444 4TTR6024 208/1 13 20 162 95 CON00800 TRANE 18.93 22.03 800 77 63.2 0.444 4TTR6024 208/1 13 20 162 95 1. FACTORY PROVIDED, UNIT MOUNTED NON -FUSED DISCONNECT FOR FAN COIL UNIT. 2. FACTORY PROVIDED, UNIT MOUNTED CONVENIENCE RECEPTACLE. 3. 7-DAY PROGRAMMABLE, WALL MOUNTED THERMOSTAT, MECHANICAL CONTRACTOR PROVIDED, ELECTRICAL CONTRACTOR WIRED. 80 DEGREE COOLING SETPONT/69 DEGREE HEATING OCCUPIED SETPOINT. PROVIDE LOCKING OMER. 4. PROVIDE CRANKCASE HEATER KiT. 5. PROVIDE MERV 8 FILTERS AND FILTER RACK. MECHANICAL DRAWING INDEX NUMBER DRAWING TITLE MO.1 MECHANICAL SYMBOLS, NOTES, SPECIFICATIONS, & SCHEDULES M2.1 MECHANICAL PIPING PLAN M2.2 MECHANICAL ROOF PLAN M3.1 MECHANICAL DUCTWORK PLAN M7.1 MECHANICAL SECTIONS AND DETAILS M7.2 MECHANICAL SECTIONS AND DETAILS ELECTRIC HEATER SCHEDULE MARK EUHOOIOO SERVES RISER ROOM CFM 300 HEATER KW 1.50 FAN MOTOR HP FRACT. AMPS 8 VOLTS/PHASE/HERTZ 20811/60 MANUFACTURER REZNOR MODEL NUMBER EGW2 REMARKS 1,2 REMARKS: 1. PROVIDE WALL MOUNT BRACKETS 2, INTEGRAL THERMOSTAT nECEiVED CITY OF l•UKWILA JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 t=` !l1111 •..t J r � s i � i a:• s � yy SBAL 7- TVo dr .�?. 06-03-14 M ECH.AMCAL S 1 lY1DVM, NOTES, SPECS & SCHEDS DRAWN: T4B REVIEWED: TDF PROJECT NO.: C1766.00 SERIEFAIT NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 r IK �• TETMTECH 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 d • • • MM&R iYlia1O S Ne — 1 06/03/19 ISSUE FOR PERMIT +E�N:Eld LPL U SIP 27 2V13 G'sfy Cf Vona.':!s i IL [7AVfq"�F EDEM Saw CHANICAL OLMON PLAN eo DRAWN: MB RENEWED: TDF PROJECT NO.: C1766.00 M101 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. I i q5 I OS E (1750KW)00 { ( i i CDNO2800 CON02700 00 t VESTIBULE - _ - �— Fmm os 1 \ l 11 �PS&1110 laPS�9114 ATSBA110 MDS88110 UPSBD110 LCPBC110 TRNBD110 UPS-3 y— UPS-4 1 55 940 UPSBC110 — 5'PCD I 7� SIPo11.4 2Soo CORRIDOR 139 0209 p CORRIDO 13I Vz MDPBD110 MOPeetto F P Li4 PDUBB110 PDUBCi14 EEL PDUBD214 T�E]E�1 ; t t1 09 07 (TYP) RISER Roof � Q--"` i o2 os �. __.c. EUH00100 CO 1p 1'PCD n 125'PCD .5 'PCD 2'PCD CRA001 " - FuT. CRA41 ^,} 3 F;T CRAOI A i50) F T. rRA00 tail 13 ftACC ;5n) 3 FU`. C A00 DA...15Q) x - -J t `y (A (p (DA-15D (DA-150 04 04 t; 03 03 03 03 03 I _ t tt coT I ' DATA HALL 3 _137 , i 4 i --------------- I t i 03 03 0 04 04 04 04 I 08 ^ _-----' .: �l t;lCRA ®o 4C r Ar12r;i nA: iQ a CRA00803 CRA00603 CRA00203 i ,-J 150) DA .50) (DA-iSQ) (DA-150) CD 1 PCD 1.25 09 1.5'PC 2'PCD 41 02 09 03DD 10 ROOF OPENING 7 () R00f OPENING EPO 03000 OP i UP VESTIBULE CORRIDOR -- t 143 � b 02 09 142 ( G _ t i N 1MECHANICAL PIPING PLAN REFER TO SHEET MO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEETS M7.1 AND M7.2 FOR INSTALLATION DETAILS AND SECTIONS. 3. ALL EQUIPMENT AND PIPING SKI BE SEISMMALLY BRACED IN ACCORDANCE WITH LOCAL CODES. MECHANICAL LEGEND I I HOT GAS REFRIG. PIPING I I I PUMPED CONDENSATE PIPING 01 ROUTE 3/4'PCD AND (2) SETS OF 7/8' REFRIG HOT GAS AND 1/2' LIQUID LINES DOWN WALL TO CONNECT TO CRAC CONNECTIONS IN TOP OF UNIT. REFER TO SECTION ON M7.2. 02 ROUTE REFRIG HOT GAS AND LIQUID LINES UP THROUGH ROOF PENETRATION AND ROOF FAD TO CONDENSING UNITS ON ROOF. COORDINATE ROUTING WITH ELECT CONTRACTOR FOR CONTROL AND POWER CONDUITS. REFER TO M2.2 FOR CONTINUATION. REFER TO M7.1 FOR ROOF HOOD DETAL 03 PROVIDE 3/4-PCD VALVED AND CAPPED FOR INSTALLATION OF FUTURE CRACS. 04 ROUTE 3/4'PCD MID (2) SETS OF 1-1/8' REFRIG HOT GAS AND (2) SETS OF 7/8' REFRIG LIQUID LINES DOWN WALL TO CONNECT TO CRAC UNIT CONNECTIONS IN TOP OF UNIT. 05 CONNECT REFRIGERANT HOT CAS AND UQUID PIPING TO NEW CONDENSING UNIT. REFER TO MANUFACTURER PIPING SCHEMATIC AND INSTALLATION INSTRUCTIONS. 06 ROUTE REFRIG HOT GAS AND LIQUID LINES THROUGH WATER TIGHT WALL PENETRATION TO CONDENSING UNIT AT GRADE. ROUTE REFRIGERANT PIPING DOWN EXTERIOR WAIL COORDINATE ROUTING WITH ELECT CONTRACTOR FOR CONTROL AND POWER CONDUITS. 07 SLOPE PCD 1/8' PER FOOT. OS CONNECT TO EXISTING PCD Og M/C TO PROVIDE ROOF CURB AND SHEET METAL FOOD. G/C TO INSTALL ROOF CURB AND FOOD IN COORDINATION WITH WARRANTED ROOF SUBCONTRACTOR. REFER TO DETAIL 10/M7.1. 10 PROVIDE CLEANOUT FOR CONDENSATE PIPING. C� EC IV JUN 13 2019 PERIM7TT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 rM e . •=s OR Ynt 4� 3 .i i el RE Y OONS I Ductipfim 1 06/03/19 _ ISSUE FOR PERMIT SEEP 27 2,,9 WAS I /MCHANiCAL PIPING PLAINT DRAWN: TOB REVIEWED: TDF PROJECT NO.: C1776.00 M2.1 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. mm mm I. RUM mwmFOR SPECIFICATIONS, mmmLS,weLEGENDS. 2. COORDINATE Ali ROOF PENETRATIONS WITH STRLMRAL ENGINEER AND BASE BUILDING WARRAATIED ROOFING SUIXONTRACTOR. | z ALL REFRIGERANT PIPING SHALL BE INSULATED AND WITH ALUMINUM MECHAIMICAL LEGEND H GAS REFRIG. PIPING LIQUID LINE REFRIG. PIPING nOl MECH CONTWOR TO PROVIDE ROOF CURB AND SHEET METAL PIPING ROOF HOOD. GEN CONTRACTOR TO INSTALL COORDINATE SIZE OF ROOF PENETRATION AND ROOF HOOD WITH ALL NEW AND FUTURE REFRIG PIPING AND CONDUITS. COORDIKATE WITH ELECT CONTRACTOR. REFER TO DETAIL ON M7.1. ROUTE INSULATED REFRIGERANT HOT GAS AND LIQUID PIPING DOWN THROUGH ROOF PENETRATION AND ROOF HOOD. REFER TO M2.1 FOR CONTINUATION. CONNECT RUNOW HOT GAS AND LIQUID PIPING TO NEW CONDENSING UNIT AND REFRIGERW RECEIVER CONNECTIONS. REFER TO MANUFACTURER PIPING SCHEMATIC AND INSTALIATION INSTRUCTIONS. R MECH CONTRACTOR TO MAX ROOF CURB AND sHEET METAL HDDD FOR FUTURE CMENSING UNIT. GENERAL CONTRACTOR TO INSTALL ROOF CURB AND HOOD IN COORDINATION WITH WARR*W ROOF SUBCONTRACTOR. CAPPED AND SE41D FOR FUTURE USE REFER TO DETAIL ON M7.1. ROUTE RUMERANT PIPING ON DURA-BLOK MODEL DB630 ROOFTOP PIPE SUPPORT. REFER TO SPECIFICATIONS FOR SPACING, INSTALL OFCI LHERT MICRO -CANNEL CONDENSING UNIT ON OFC1 LEG STANDS. CONTRACTOR SHALL COORDINATE HEIGHT OF STANDS PRIOR TO ROUGH -IN. PROVIDE CONDENSING UNIT AND MOUNT LEVEL ON EQUIPMENT RAILS. CITY OF TOKWILA, JUN1S2N0 RERMITCENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING V + DESIGN | nemm* Kelly *=m" Portland, Oregon ISSUE FOR PERMIT -I =�;E Sr SHM MECHAMCAL RWFPLAN REVIEWED: TDF PROJECT NO.: C1776.00 mz.2 PROPRIETARY., NOT FOR DISCLOSURE OR SE WITHOUT THE WR CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ` NUT. CRA01303IL FUG.CRA"v1103 J FLT.CRA00903 CRA00703 � FUT. CRAC-0503 CRA00303 CRAO01 0'DA-150' 3') I",im DA L L—_138-L1.. DA 5) (DA-150) (DA-150 40 4 Aft, MECHANICAL DUCTWORK PLAN SCAIX- VS--f-0- 1. REFER TO SHEET MO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEET M7.2 FOR DETAILS AND SECTIONS. 3. ALL RODF PENETRATIONS SHALL BE COORDINATED WITH STRUCT. ERG. ALL ROOF W= TO BE DONE BY GC WITH WARRANTIED RODEN SUBCONTRACTOR. 4. ALL DUCTWORK IS EXISTING UNLESS SHOWN 07HOME ON PLAN. INLET SIZING CHART ROUND NECK SIZE CFM RANGE 6"0 0 120 8"0 121 220 10"0 221 360 12"0 361 560 14"0 561 800 I- 01 TWO(2) 6402 FRAMED RETURN AIR OPENINGS BY OTHERS. PROVIDE AND INSTALL 1-1/2- ANGLE IRON FRAME WITH 3/4- EXPANDED METAL TYPE GRATE MOUNTED ABOVE DATA CENTER CEILING IN FRAMED OPENINGS FOR ALL NEW AND FUTURE CRAGS COORDINATE LOCATIONS OF NEW AND FUTURE CRAG RETURN AIR OPENINGS WITH FIRE SPRIWLER BRANCH LINES AND WITH GEN CONT. REFER TO DETAIL 03/M7.2. 02 TWO(2) 56.24 FRAMED SUPPLY AIR OPENINGS BELOW RAISED FLOOR BY OTHERS. PROVIDE AND INSTALL SHEET METAL BLANK OFF PANEL AT ALL FUTURE CRAG OPERINGS. COORDINATE LOCATIONS OF NEW AND FUTURE CRAC SUPPLY AIR DPW= WITH GEN. CONT. REFER TO DETAIL 03/M7.2. PROVIDE AND INSTALL W SUPPLY AIR OPENING WITH GRILLE AND FIRE DAMPER ABOVE DATA CENTER CEILING. 04 GENERAL CONTRACTOR TO PROVIDE FLOOR SUPPLY GRILLES AND CEILING KIM GRILLES IN THIS ROOM REFER TO ARCH DOGS FOR LOCATIONS. 05 CONNECT TO DWNG DUCTWORK MOUNT THERMOSTAT WITH LOCIONG COVER AT LOCATION INDICATED AT 48"AFF ELECTRICIAN 6 RESPONSIBLE FOR WIRING BETWEEN THE THERMOSTAT AND FCU. INS7ALL OWNER FLIFINISHED DIFFEI"X PRESSURE SENSOR WITH SAMKING TU35 ACROSS WAKE AND DISCHARGE SIDE OF CRAC FILTER. EC TO TERMINATE WIRING FROM DP SENSOR TO BMP. 08 PROVIDE AND INSTALL 96LILATED SHEET METAL PLENUM WRAPPED AROUND FLOOR STAND AS SHOWN ON DETAIL 03/M7.2, dg PROVIDE 32X24 SHEET METAL SUPPLY AIR PLENUM MOUNTED ON TOP OF CRAG UNIT. PROVIDE LINED RETURN AIR BOOT SIZED SAME SIZE AS UNIT INLET. 8' OUTSIDE AIR DUCT UP THROUGH ROOF TO ROOF CAP WITH BIRDSCREEN AND 12* PREFAB INSULATED ROOF CURB. COORDINATE WITH GEN CONTRACTOR AND WARRANTED ROOFING SUBCONTRACTOR. @ MOUNT GRILLE ON WALL 12'--0* AFF. 13 GRILLE MOUNTED ON BOTTOM OF DUCT. 74 ELECTRICIAN IS RESPONSIBLE FOR CONTROL WIRING BETWEEN FCU AND CONDENSER. 15 RELOCATED RETURN AIR GRILLE ON THIS WALL TO THE NOTED LOCATION. 16 REI"CE DIFFUSER TO THE CFM SHOWN ON THE PLAN. 17 RELOCATE GRILLE TO THE BOTTOM OF THE DUCT. 18 PROVIDE MOTORIZED DAMPERS IN SUPPLY AIR DUCT AT CONNECTION TO ALL UPS CRAC UNITS. DAMPERS OPEN WHEN RESPECTIVE UNIT FAN IS ENERGIZED. 19 GRILLE AND TAP WITH BALANCING DAMPER MOUNTED ON BOTTOM OF DUCT. RECIEWED CITY OF WIWILA JUN 13 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK VENGINEERING + DESIGN 3933 SW "Iy Aveme - Pcdand, Omgon Brag 503.222.4453 Www.VImILc0m I"-- MM&Jar VOONS-"� N -1 F Daft 1 D=WptWn 1 06/03/19 ISSUE FOR PERMIT VA" SEP 27 2019 Cify Cf Tv'kV�':t L SSIAL D AAVit) 06-03-19 blECHAMCAL M DUCMVORK PLAN I'e DRAWN: TOB REVIEWED: TDF PROJECT NO.: C1776.00 M3.1 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. SECURE TOP TO ROOF JACK WITH GASKEfED FASTENERS AT EACH CORNER AND 12' CENTERS. e e e OPENING IN STUD WALL FOR DUCT PENETRATION SHALL. HAVE A STUD FRAME 4S ON ALL SIDES. RETAINING ANGLE SHALL BEAR ON STUD FRAME RATED WALL OR PARTITION CONNECT SLEEVE TO DUCT WiTH SUP JOINT SHOULDER BOLT DAMPER BLADE ASSEMBLY WiTH DUCT TRANSITION INSULATED ROOF CURB ESCUTHCEON PLATE FABRICATE IN HALVES. DEMISING WALL UL LISTED FUSIBLE LINK SIDE VI OVERLAP TOP AND BOTTOM HALVES 1". CAULK OR RATED PARTITION FILL WITHUST APPROVED SEAM AND JOIN HALVES WIN SHEETMETAL REMOVABLE DOUBLE WALL INSULATED SI M LOCATE TOP HALF ON OUTSIDE TO CD SHEETMETAL SLEEVE NON-COISUUSIOLE MATERIAL (ROCK /_PARITTIONS, REFRIGERANT PPE TOP. SLOPE TO SHED WATER, TURN 1' SHED WATER. FILL VOID BEftVEEN PIPES WITH GASKET AROUND FULL FLANGE DOWN. SECURE TOP TO ROOF JACK WITH GASKETED CLOSED -CELL INSULATION. CAULK OUTSIDE OF WOOL INSULATION). AT RATED SEAL BOTH ENDS OF PPE INSULATION �R:ROW PERIMETER OF HOOD OPENING FASTENERS AT EACH CORNER AND 12' CENTERS WITH PIPING VOIDS WITH SILICONE CAULKING. OPENING WITH APPROVED FIRE -CAULK ANGLE BRACKET SECURED TO BOTT. SIDE OF TOP. CUSI90N INSULATION WITH JACKET - ,-- REFRIGERANT � } CIAMP UNISTRUT SIDEWALL SUPPLY AIR GRILLE DUCT ELEC CONDUIT (TYP.) SECURE RAF JACK TO ( WITH CASKETED ACCESS DOOR IN DUCT REFER TO A SPECIFIAND CATIONS FOR DOOR TYPE FASTENERS Y IN FROM EACH CORNER AND ON _ V PPNNG 12' CENTERS. SEAL ALL CORNERS AND SEAMS. SEALANT (TYp,) ESCUTCHEON PLATE ON PIPES RLX)FSEE i-1/2-0-i/2.0/8" RETAINING ANGLE t- 2" MIN. THICK INSULATION BOARD SECURED EXPOSED WITHIN RUNS NOTE. TO WALLS OF ROOF PENETRATION END VIEW -ESCUTCHEON PLATE REFRIG PIPING/CONDUIT �i INSULATED ROOF CURB DURA-BLOK MODE. D86 ROOF PIPE SUPPORT WITH RIBBER BASE. NO ROOF PENETRATION REQUIRED. COORDINATE LENGTH OF SUPPORT WITH REFEO PIPING N47f� ROOF INSULATION AND ELECT CONDUIT REQUIREMENTS. 1. PROVIDE UL LISTED DAMPER AND SLEEVE IN ACCORDANCE WITH UL 555. METAL ROOF DECK 12' MIN. 2. owAL DAMPER AND SLEEVE IN ACCORDANCE WiTH MANUFACTURER'S INSTRUCTIONS NOT TO VOID UL LISTING. 2X6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE 3. EXTEND SLEEVE BEYOND WALL MAX. 6 INCHES. OVERALL THICKNESS TO MATCH INSULATION 4. PROVIDE ErAmsm SPACE PER MAINUmRJRER'S INSTRUCTION, BUT NOT LESS THAN 1/8' PER LINEAL FODT IN BOTH HOLES CUT THROUGH ROOF INSULATION AND ROOF INSULATE CONDUITS MIN. NOTES; 5. PROVIDE MINIMUM 1-1/2' x 1-1/2' x i/8' RETAINING ANGLE ON TOP, BDTFOM AND SIDES. ATTACH DECK TO ROUTE PIPING AND CONDUITS. MIN. 3" 12' BELOW ROOF DECK 1) ALL WSW AND HARDWARE SHALL BE GALVANIZED. ANGLES TO SLEEVE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANGLES SHALL. OVERLAP WALL A SEEN HOLES IN ANY DIRECTION AND 3' 2) SPACING OF SUPPORTS PER PPORTEDIOSUPPORT SPACING SMALL BASED OF 1'. MAXIMUM DIAMETER EACH. ALL HOLES SHALL BE ON THE SINALtEST DIAMETER PIS SUPPORTED BY THE RACK. NO CLOSER THAN 12' FROM PRECAST WEB. 12 REFRIGERANT PIPE PENETRATION THROUGH ROOF PIPING AT INTERIOR WALL ROOF PIPE SUPPORT DUCT FIRE DAMPER M7.1 NOT TO SCALE M7.1 NOT TO SCALE M7.1 NOT TO SCALE M7.1 NOT TO SCALE ELEVATE A/C UNIT SUFFICIENT DISTANCE ABOVE FINISHED FLOOR OR ROOF TO ALLOW FOR INSTAIIATION OF TRAP WiTH ADEQUATE DIMENSIONS TO WITHSTAND SYSTEM OPERATING PRESSURE. COORDINATE WiTH DETAIL FOR A/C UNIT MOUNTING. INSIDE WALL (OR FLOOR) SUPPLY AIR DUCT r SPIN -IN TAP WITH VOLUME DAMPER / VENT MAIN SUPPLY _ U INSULATED FLEX DUCT. SEE SPECIFICATIONS FOR PIPING MATERIAL RETURN OR EXHAUST DUCT MAX. B FT. LENGTH CLEAN OUT PLUG TYPICAL MANUAL "THUNDERLINE" LINK -SEAL EXTERIOR WALL SLEEVE CLOUSURE VOLUME DAMPER SPIN -IN FITTING - (OR FLOOR) 3" UNION DRAIN PAN CONNECTION WITH MANUAL VOLUME DAMPER TEE 45 II STAINLESS STEEL DRAWBAND WiTH WORM H TEE _ GEAR TIGHTENING SCREW. CLAMP INNER FULL CONNECTION PIPE W III L LINER TO GRLLE COLLAR. SEAL. OUTER SIZE - MIN. i-1/4' Lp L VAPOR BARRIER TO BACK OF GRILLE/DUCT.- -I J SEE SPECIFICATIONS FOR TYPE OF TAPE, - - FLEX DUCT. CEILING ELBOW (� SCHEDULED AIR DEVICE ROUND TAKE -OFF I BOTTOM SCHED. 40 GALV. STEEL PIPE �j — SLEEVE Wf WATERSTOP. MIN. 2 E FLOOR AS L PIPE SIZES LARGER FILL WITH WATER -PROOF SHOWN ON PLANS USE SMACNA 45' ENTRY FITTING THAN PIPE MASTIC L = 1/4W (4" MIN, 0 - NOTE: SUPPORT FLEX DUCT FROM STRUCTURE SO _— THAT iT DOES NOT KINK, SAG OR REST ON LIGHT FIXTURES, CEILING SUPPORT TEES OR TILE. TOTAL HEIGHT OF TRAP= X+H+ ( 1 1/2 x PIPE DIAMETER ) FOR DRAW THRU UNITS FOR BLOW T'HRU UNITS X= MIN. 1/2 H (PREFERRED X=H) X= FAN STATIC PRESSURE +1" 11 EXTERIOR PIPING PENETRATION SA GRILLE CONNECTION H= NEGATIVE STATIC PRESSURE +1" H= MIN. 1" CONDENSATE DRAIN PIPING DUCT BRANCH TAKE OFF M7.1 NOT TO SCALE VM_7717 NOT TO SCALE M7.1 NOT TO SCALE M7.1 NOT TO SCALE STAINLESS>� ENCLOSURE PATE ES-2b CURB WITH 1/2- THICK USG CROSSBREAK OR SLOPE FOR SECUROCK FACING ON WELD EQUIPMENT DRAINAGE SPLIT RING CLEVIS TYPE ALL VERTICAL SAS SUPPORT LEGS TO TYPE HANGER U-SHAPED BRACKETS HANGER INSTAIl 1' FOAM BOARD / \ ` INSULATION TIGHT TO INSIDE SfAINIESS, WALLS OF ROOF COVER -BOARD AND D PENETRATION - PREFORMED THERMOPLASTIC PIPE SADDLE HANGER ROD AS REQUIRED SPACING OF HANGERS THERMAL INSULATION /� FASTENERS - 1: v WITH GALVANIZED CLAMP SIZED TO MATCH PER SPECIFICATIONS BOTH SIDES N STAINLESS STEEL COLLAR 0 4' SHOULDER 80LT PIPE SIZE KLO-SHURE OR EQUAL. U-SHAPED STAINLESS Z / THREADED ROD TURNBUCKLE AS RED STEEL SUPPORT SET ' BOBS IN SEALANT - = i i _ ,I � SLOPE PIPES DOWN AND m »--" " AWAY FROM HOOD REFRIGERANT PIPE ' y / Do 4 SIDES it PIPING si. z '^.!�;r"rC - Y`' ADHERED MEMBRANE REMOVABLE STAINLESS PPE iNSULA110N �% f T;�:' ,e`'fa} FLASHING ( STEEL COUNTER -FLASHING g a�ti,� r �ti e4XF�• CLAMP CUSHION r: y ",rr '^•��•-` 'i ''.'.tiit •��'ti,..::;. x.• r,;;-h ADHERED MEMBRANE �c war FLASHING FLOOR .V-'x•.?. •�t y MIN. 4' CLEARANCE P� .,• �;}: WELDED SEAM ; INSULATION UNISTRUT 16 GA GN V. SHEETMETAL SADDLE UNISTRUF BOLT UNISTRUT TO FLOOR. SHIM UNDERSIDE AS REQUIRED TO KEEP LEVEL s +;::•7r _? =`M SEALANT t. :. •-+• sszax FROM PIPE TO TOP ~ OF CURB; MIN. 2" -' SEALANT (IF REQUIRED FOR BETWEEN PIPES - _- -- THE SPECIFIC SYSTEM) CUT HANGER ROD FLUSH WITH 807TOM NUT. MINIMUM 8" LONG PROVIDE FULL CIRCUMFERENCE 12' LONG SECTION —° WELDED SEAM GASKETED FASTENERS SHE -METAL (MINIMUM 2 PER SIDE) OF HIGH COMPRESSION FLASHING RECENER INSULATION AT EACH x•.•a=ems:='� �^_^' BONDING ADHESIVE BONDING ADHESIVE NOTES: HANGER POINT SLAB 2x6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE; SEAM PLATES AND 1) THIS DETAIL APPLIES TO INSULATED AND UNINSULATED COPPER PIPING. REFER TO SEAM PLATES OVERALL THICKNESS TO FASTENERS SPECIFICATIONS FOR INSULATION REQUIREMENTS. NOTES: 1) ij ALL UNISTRUT AND HARDWARE SFWL BE GALVANIZED. AND FASTENERS MATCH INSULATION BOARD AND 2) ALL UN19RUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS: 2x6SINGLE-PLY MIN. WOOD NAILER ROOF THERMAL INSULATION MEMBRANE 3) MAXIMUM ALLOWABLE SPACING OF HANGERS (HANGER SPACING SHALL BE BASED ON STEEL PIPE: X* TO lh* - 7'-0' O.C. 2' TO X - 10'-0' O.C. ATTACHED SUBSTRATE - ATTACHED ROOF DECK N0�' THE SMAUFST DIAMETER PIPE SUPPORTED BY THE RACK): COPPER PIPE: )I" TO 1Y' - 5'-0" O.C. OVERALL SUATIONTO THICKNESS MATCH INSULATION 1) ALL AND HARDWARE SHALL BE GALVANIZED. COPPER PIPE )J" TO tY' - 5'-0' O.C. 2' TO X - 8'-0" O.C. 2" TO ?Xt' - 8'-0' O.C. GIST IRON PIPE: ALL - 10'-0' O.C. l �iEC3:�i ED SINGLE -PLY ROOF MEMBRANE LNG OUT 2} SPACING OF SUPPORTS PER SPECIFICATIONS. SUPPORT SPACING SHALL 8E BASED ON THE SMALLEST DIAMETER PIPE SUPPORTED 8Y THE RACK. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. CiTY OF UKWILA 4) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. 13 EQUIPMENT SUPPORT CURB 10 ROOF PENETRATION V M7.1 NOT TO SCALE REFRIGERANT PIPE SUPPORTMULTIPLE PIPE HANGER 07.1 NOT TO SCALE 0 SINGLE PIPE HANGER JUN132019 07.1 NOT TO SCALE PERMIT CENTER M7.1 NOT TO SCALE M7.1 NOT TO SCALE Div-o�9z Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 iVLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 wawnrvlrr*_cmn • e T rr + • No- 1 06/03/19 ISSUE FOR HERMIT CODE GJ;. i :i+!vf SEP 27 20119 City cf Tvk-.s!:! SEAL L DAVrf` a r61 �� rSRW NETT B Art ECHL i1V 11.L'l.JL.r DETAILS DRAWN: TOB RENEWED: TDF M761 PROJECT NO.: C1776.00 PROPRIETARY: WITH NOT FOR DISCLOSURE OR USE OUT THE WRITTEN CONSENT OF NOT COMPUTER ENVIRONMENTS, INC. TWO. PIP$ (2)1. FROA UNIS REFR COMP OFCI EOONO-PHA PUMP MODULE. REFRIGERANT PIPII INSIDE ERP MODU ■Oman11MINE■ ■ft—m llll iffill- ease:a�l E•EI 1 �1 r /' SUPPORT ...� FOR . r r rr r al•.. (� r �i� COND MIETAL WELDED TOINSIDE _ iUT WALL SUPPORT BALL VALVE TYP '--FILTER ASSEMB[ X IIII .a r a :r r � II— r•o a r i � '•. �� psi: iii Ali %. 1 � az IL L (2)56'Y OPENIN SECURI LA NINGS LE (i ED UI f SSEMBLY r TO FLOOR IRED. REFER (2)2, UPPLY AIR OPE! N RAISED M. MECI FANS WGLE BY 6 0 FLOOR \/\Zu k/V/ . N.A Two-RERED UNIStrsuT PIPING SUPPORT REFRIGERANT PIPING 7-N z36'H RETURN AIR S WITH EXPANDED METAL Y GRATES FOR EACH UNIT. REFRIGERANT PIPING (—IN CFIUNG �� HUM PIPING PCD PIPING LIGHT FIXTURE 11-3/8' HOT GAS TO CDND IT AND 3/4' PCD OFCI FILTER ASSEMBLY. FILTERS REMOVED THROUGH FRONT OF PLENUM. DATA CENTER 2 MECHANICAL CORRIDOR S8 EC FANS TO REMAIN IN THEIR SHIPPED POSITION INSIDE UNIT. PROGRAM FANS TO ROTATE UPON TO PREVENT SHUTD'Hz56'W SUPPLY AIR BACKD0RA INGS BELOW RAISED FLOOR. INSULATED SHEET METAL PLENUM RASED FLOOR WRAPPED AROUND FLOOR STAND. CONT TO LOWER OFCI EC BELOW UNIT AS DIRECTED NNUFACTURER. SA OFCI LEAK DETECTION MODULE OFCI LEAK DETECTION CABLE Fl IISHED FLOOR OFCI LEAK DETECTION OFCI LEAK OFCI SEISMIC ANCHORING, SHEET METAL BLANK OFF PANEL �2z2z1/8 GALV ANGLE IRON; CABLE. SECURE TO FLOOR. FRONT ELEVATION DETECTION MODULE '�;� RED. REFER TO SECURED TO FRAME FOR ALL SIDE ELEVATION SECURE TO FLOOR AND CAULK. FUTURE CRAGS. PRE —FABRICATED SEISMIC FLOOR DOWNFLOW CRAC UNIT WITH ECONO—PHASE REFRIGERANT PUMP STAND, IF REQUIRED. REFER MO. I. SCHEDULE ON SHEET M0.1. M7.2 NOT TO SCALE ROOF UNISTRUT MOUNTED TO 5/8' HOT GAS LINE 1/2' LIQUID LINE — 00 lid' rT _i._r 1r r TRAP AT BASE IF RISER IS OVER 5'-0'. PROVIDE DIFFERENTI& CHECK VALVES ON 3/8' BYPASS LINES AT LIQUID LINE SHUTOFFS COOLING TRAP AT BASE OF RISERS OVER 5'-0'. RE AIR—COOLED CONDENSER (OUTDOORS) RAP AT BASE IF RISER IS OVER 5'-0'. PUMPED CONDENSATE LINE LEAK DETECTION NODULE 2z2x1/8 GN.V ANGLE IRON; SECURE TO FLOOR AND CAULK. NEOPRENE VIBRATION ISOLATION PADS UPFLOW CRAG UNIT NOT TO SCALE OFCI LIEBERT DSE ELEVATION OF BOTTOM OF OFCI REFRIG RECOVER LIEBERT DSE RUN RECEIVERS MUST BE LOCATED ABOVE BOTTOM OF ECONOPHASE PUMP BOX. —\ t AIR-COOLED OFCI UEBERT CONDENSER DSE RECOVER (OUTDOORS) SLOPE HORIZONTAL HOT GAS PIPING DOWN 1/2' PER 10' �— TO MATCH DIRECTION OF FLOW. ERW] IrFEOONOMVWER ERANT (f .fir ... a' •, i ����il ���� « •+; . it r r r •.y r r ��TL11t� it Ni ti SLOPE ALL HORIZONTAL PIPING BETWEEN LIQUID RECOVER AND PUMP AT 2' PER 10' UfE (2) TOWARDS THE REFRIGERANT PUMP. — FOR RISERS OVER 25% TRAP EVERY 20' OR CONTROL WGBNG IN EVENLY DIVIDED. OMIT BY ELECT CONT. REFER TO ELECT DWGS. /FiOT GAS LINE (2) PROVIDE REFRIGERANT SHUT OFF VALVES RETURN AIR FILTERS CONTROL PANEL CRAC UNIT (I) 11 i—SMOKE DETECTOR DRAIN PAN CONDENSATE PUMP C C �. WMP. MOUM MDSNRE DETECTION MODULE D (2) DETECTOR FURNISHED WITH UNIT. MOUNT CRAC UNIT ON SUPPORT STAND. STAND FURNISHED WITH UNIT PIPING SUPPORTS (TIP.) SLOPE HORIZONTAL HOT GAS PIPING DOWN 1/2' PER 10' TO MATCH DICTION OF FLOW. TWO(2) SETS OF RUN PIPING CIRCUITS. REFER TO MANUFACTURER AND DRAWINGS FOR QUANTITIES, SIZES, APPURTENANCES, AND ROUTING DETAILS. TRAP AT BASE IF RISER IS OVER 5'-0'. Factory provided intemal controls shall control the CRAC and ACC functions to maintain space humidity and temperature set —points and cycle econo—phase refrigerant pumping sequence. 1) The internal fan operates continuously. The compressor unloads and cycles on/off as needed to maintain the set —point. The condensing unit fans speed up/down and cycle on/off as controlled by the CRAC control panel. 2) The unit mounted smoke detector shall, upon sensing smoke, shut down the unit and notify the building Fire alarm system. The CRAG will restart after the smoke detector has been manually reset. �^ 3) The leak detection system shall, upon sensing moisture, alarm at the unit control panel and shut the unit off. DX SYSTEMS — CRAC SEQUENCE OF �•2 OPERATION AND REFRIGERANT PIPING DETAIL NOT TO SCALE JUN 1 PERMIT Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 • +ss �x s, i 1%1M&P+Y00NS ATa 1 06/03/19 ISSUE FOR PERMIT CODE EP 27 4^1019 Sr Cify Cf TliMr la ;? { D,A,V,b ,v1�a "CL tiIJ— •te: '1115 E NEECHAMCAL DETAILS oe DRAWN: TQB REVIEWED: TDF PROJECT NO.: C1776.00 M7.2 PROPRIETARY: NOT FOR DISCLOSURE OR USE WIIHDUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. PLUMBING FIXTURE SCHEDULE ID ITEM MANUFACTURER/ MODEL NO. FIXTURE SERVICE REMARKS HB-1 HOSE BIBB ZURN Z1345 3/4'HUM FREEZEPRDOF, AUTOMATIC DRAINING, COMPLETE WRIT VACUUM BREAKER. PLUMBING LEGEND ------- --- i COLD WATER (CW) t----------ta HOT WATER (HW) ----------1 HOT WATER RETURN (HWR) F-------------------------4 INDUSTRIAL COLD WATER (ICW) r—PCD PUMPED CONDENSATE ------------I VENT PIPING (V) AA- — — — — — —•t SANITARY WASTE (W) �— G NATURAL GAS (G) 0+-1 PIPE UP C-� PIPE DOWN E--i CAP `_q 90' ELBOW RISE OR DROP IN ELEVATION ! TEE OR BRANCH CONNECTION F.D. FLOOR DRAIN F.S. FLOOR SINK VTR VENT THROUGH ROOF 1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT. COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS SHOWN ON ARCHITECTURAL PLANS. 2. PRIOR TO INSTALUATiON, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO AVOID CONFLICT WITH OTHER TRADES. 3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL. INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS M THE Wes( INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SRA L NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 5. THE CONTRACTOR MALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SCOW. VISIT THE JOB SITE AND BECOME THOROUGHLY FAMNJAR WITH DOM BUILDING CONDITIONS WITHIN THE SCOPE OF THIS C. 7 DRAWINGS ARE SCHEMATIC IN NATURE THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND OTHER TRADES. 8. PLUMBING VENTS THROUGH ROOF SHALL L TERMINATE MINIMUM 25 FEET FROM WAG INTAKES, OPERABLE WINDOWS OR DOORS. 9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO MAINTAIN THE INTEGRITY OF THE PARTRON/FLOOR. 10. COORDINATE CONNECTIONS TO EXISTING SERVICES W TH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 11. MEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING SYSTEMS. VALVE NOTE: 1. SEE FLOOR PLAN FOR SIZE OF R.P.B.P. AND PIPE. WATTS SERIES 909 REDUCED PRESSURE BACK -FLOW PREVENTER WITH AIR GAP. OUT-- ._.. TO SYSTEM -PIPE AIR GAP FUNNEL DRAIN DISCHARGE TO DRAIN 1. GENERAL A ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLEANING, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2010 CALIFORNIA PLUMBING CODE, AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS. B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR AN APPRENTICE THAT IS UNDER CONSTANT SUPERVISION BY A LICENSED PLUMBER. C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIALS, EQUIPMENT AND FIXTURES SHAL BE NEW. DAMAGED AND/OR USED MATERIALS ANLL NOT BE ACCEPTABLE. D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TO THE MATERIALS, FIXTURES, EQUIPMENT OR REQUIREMENTS OF THESE DOCUMENTS SHALL BE SUBMITTED TO THE OWNER OR HIS ROPRESENTATNE, AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION. E. REFER TO PROJECT CONTRACT DOCUMENTATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. F. IT SHAD. BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE AND INSTAL ALL NECESSARY SEISMIC BRACING, ANCHORING, AND ISOLATION AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. SUBMIT PRODUCT AND MATERIAL SHOP DRAWINGS AND INFORMATION FOR REVIEW AND APPROVAL II. PIPING A SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SUPPOBT SYSTEMS MANUFACTURED FOR THE APPLICABLE INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT ACCEPTABLE. B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACT WITH STRUCTURAL MEMBERS (STUDS, JOISTS, BEANS, ETC.) M PREVENT THE TRANSMISSION OF SOUND. C. PROVIDE INSULATION SHIELDS AT HANGER POINTS FOR INSULATED PIPING. PROVIDE COPPER HUNGERS FOR NON -INSULATED COPPER PIPING. D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS WITH ADAPTORS MANUFACTURED FOR THE APPLICABLE TYPE OF TRANSITION. . PROVIDE DETCTRIC SWTION DEVICE DIELECTRIC UNION OR COILING) WHERE COPPER LINES CONNECT TO FERROUS LINES OR EQI MENT. F. ALL WASTE & VENT PIPING SHALL BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS. NO -HUB CLAMPS SHALL BE MANUFACTURED BY TYLER PIPE CLAMP -ALL, HUSKY OR MISSION. G. ALL DOMESTIC WATER PIPING SHALL BE TYPE V COPPER WITH WROT COPPER OR CAST BRONZE FITTINGS USING LEAD-FREE SOLDER JOINTS. II. VALVES A DOMESTIC WATER LINE SHUT-OFF VALVES SHAD. 8E CONVENTIONAL PORT BALL TYPE AND NAVE BLOW -TIT PROOF STEM, PLASTIC CCMATED TWINE, TETL:Oi PACKING, BRM BODY WITH SOLD BRASS RATED AT AND ACRLID BY MODELS�A-100 ERA-150 OR BY NI CO. I SUI L AL VALVES IN EASILY LOCATIONS. tWLVES GAT BELOW GROUND WITH THREADED N. FIXTURES AND EQUIPMENT A REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES. B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WAI"TY INFORMATION FOR ALL FIXTURES, TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. AQUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS, EQUIPMENT AND FIXTURES INSTALLED. V. PIPING INSULATION A DOMESTIC COED WATER PIPING IN SPACE TO BE INSULATED WITH 1/2' FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). B. DOMESTIC HOT WATER PIPING IN SPACE TO BE INSULATED WITH 1' FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). C. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH i' FLEXIBILE ELASTOMERIC CLOSED -CET INSULATION WITH OUTER ALUMINUM JACKET. CIEVIS TYPE HANGER SPLIT RING TYPE HANGER RNIGER ROD AS REQURED SPACING OF HANGERS PER SPECIFICATIONS -18 GA. GALA. SFffiTMETAL SADDLE HDRR S' LONG i NOTES: 1) ALL LINOW AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING ING OF HANGERS: Sim PIPE: V TO Ili' - 7'-0' O.C. 2' TO W - 10'-0' O.C. COPPER PIPE Xt' TO IY4' - 5'-0' O.C. 2' TO 2' - 8'-0' O.C. CAST IRON PIPE ALL - 10'-0' O.C. 3) PROVIDE HANGER AT ALL CHANCES OF DIRECTION. (J SINGLE PIPE HANGER PVNOT TO SCALE REC%I%fED CITY OF i OKWILA JUN 13 2019 PERMIT. CENTER PLUMBING DRAWING INDEX NUMBER DRAWING TITLE PO.1 PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS & DETAILS P1.1 PLUMBING DEMOLITION FLOOR PLAN P2.1 PLUMBING DOMESTIC WATER PLAN Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 iVLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - PwIland, Oregon SM9 503.222AM www.vlmk.cwn a a � MIN ®.; +► y. tJ t4l AM y ■ III . - - ■ J MAA L '`'' 's a a s •r;.. 'Y'�riH. .. 06-03-19 SI�P1'i!'iB PLUMBING SYNWLS, SPECS, SCBFXk% RISM & DETAILS DRAWN: TQB REVIEWED: TDF PROJECT NO.: C1766.00 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 10400 Rodgers Road Ptv 281-374-8644 FMWON, TEXAS 77070 Fax.- 281-374-8992 t' z 11 mil• ' VLMK ENGINEERING + DESIGN =3 SW Ke11y A - PwbwW, Oregon 97239 603.2Y2.4463 www.vknk.oan a 1420 FM Avenue, S 600 Seattle, Zu 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 i►7►7VL'i►7 � �L'i ♦ Lii�l®f? N,x �- 1 06/03/19 CIE FOR PERMIT CC":'. (7, r.r SEP 27 2�^M Ci1v cf !;Icv,:t SEAL ,1 T?%VFLi'„ sr�r � 06-03-14 smw� PLUMBING DEMOLMON FIMR FLAN DRAWN: TQD REVIEWED: TDF PROJECT NO.: C1766.00 P1.1 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPU[ER ENVIRONMENIS,INC. Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 G'K C • .. iG! 1 /I 1 ry • • • t f •r* � s i Ls UM&RLvMONS 0�ption 1 06/03/19 ISSUE FOR PERMIT SLEP 27 0". ItY cf Tuk X3t1k',p'�! s ; j, tr�3P;. 06-03-14 sow PLUMBING IOMEMC WATER PLAN eo DRAWN: TQB REVIEWED: TDF PROJECT NO.: C1766.00 P2.1 PROPRIETARY: NOT FOR DISCLOSURE OR USE WUNOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ASPH / CB TYPE 2I RIM EL=19.20 IE(E)24"CMP=13.5 tE(S)6"PVC=14.6 IE(SW)8"PVC=14.6 MAG NAIL W/WASHER STAMPED c,-�c TOP OF DEBRIS "TRUE NORTH CONTROL" �c GV EL=12.2 N: 185281.756 ,` c/-"'c--._c E: 1280141.930 W/WV .= ELEV20.28 _ Ll LD ro t i 9"PINE i 24"Sp c—c--e LEGEND —xx— CHAIN LINK FENCE o BOLLARD o REMOVABLE BOLLARD — — — SAW CUT ASPHALT PAVEMENT CONCRETE PAD UTILITY PAD IDENTIFICATION NUMBER A MAC NAIL W/WASHER STAMPED LOT 2 r i ASPH CB TYPE 2 24 SD c—"c----c-_.__cam_ y RIM EL=18.78 IE(W)24"CMP=12.5 IE(SW)6"PVC=13.1 _ BTM. EL.=10.3 CB TYPE 2 / RIM EL.=18.78 _ c_IE(E)24"CMP=12.6 --__ 4 IE(W)24"CMP=13.1 IE(E)24"CMP=13.0._24"$p IE(SW)6"PVC=73.8 BTM. EL=11.1 _ J hose plans have been reviewed by the Public v,%orks Department for conformance with current: City standards. Acceptance is subject to errors and omissions which do not authorize violations of ?dopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field inspection by the Public Works utilities inspector. Dal c;� By: V SEPARATE PERMIT REPUIRED FOR: iM Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION 1 1. EXISTING CONDITIONS INFORMATION IS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY TITLED "3425 S 116TH STREET, TUKWILA, WA SITE PLAN" PREPARED BY TRUE NORTH LAND SURVEYING INC. DATED APRIL 2, 2019. 2. CONTROL JOINTS @10' O.C.E.W. 3, EXPANSION JOINT AT EQUIPMENT PAD INTERFACE 4. STRUCTURAL DESIGN OF RETAINING WALL AND UTILITY PADS BY OTHERS 5. CENTER OF BOLLARD SHALL BE SET 1'-0" OUTSIDE THE EDGE OF CONCRETE PAD. 6. ELECTRICAL DESIGN BY OTHERS. COORDINATE CONDUIT PENETRATIONS AND ROUTING WITH ELECTRICAL. 0 5' IV 20' REVISIONS SCALE: 1" =1V No c:aiaes snall be mane to the scope I'IECEIVED of worn wnnout p o approval of the CITY OF T UhWILA Tukwila Building Division. ' NOTE: Revisions will require a new plan BAN 4% 2�2� submittal and may include additional plan review. — PERMIT CENTER Ft v P®rtntt No. Plan review approval Is subject to errors ano omissions. Approval of construction aocuments noes not authorize the violation of any aeooted code Or ordinance. Receipt Of approved Field Copy arid conditions Is acknowietlgeof By, Coll / Date" !i-y�b7 a4aa city of T— BUILDING DIVIG- Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 .=VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETM TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: (206) 883-9300 Fax: (206) 883-9301 • • • • 6 Cfi(� • 1 yyy'yyyq���yyY • 1 ISSUES & REVISIONS No. Date —........ Description 1 06/03/19 ISSUE FOR PERMIT 1 07/24/19 CITY COMMENTS A 3 09/12/19 CITY COMMENTS A 4 12/09/19 ADDENDUM #1 03 REVIEWED F CODE COMPLIANCE BUILDING DIVISION SEAL Qsrl B . C WAgli ASS/ONAt, SHEET TITLE ESITEAYOUT AND MATERIALS PLAN SHEET NO. DRAWN: N.Korzec REVIEWED: J.Clare . PROJECT NO.: 200-01291 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. MAC NAIL W/WASHER STAMPED "TRUE NORTH CONTROL" N: 185281.756 E: 1280141,930 ELEV.=20.28 ASPH ""0 Co Mi:G 20.2t t '0 / 002 ( o 9"PINE 16"PINE u O "PINE O I ENT MEG / MEG 23.2t TOW 23.1 O -/ CONIC 21.18 ASPH CB TYPE 2 RIM EL.=19.20 IE(E)24"CM=14,15 I IE(S)6"PVC=14.6 / IE(SW)8"PVC=14.6 GV OF DEBRIS LID -24"SD 24"SO INSTALL HOPE HOOD 10 ON 24" OUTLET PIPE C5.0 % - - _ O1 SEE NOTE 2 / �o MEG 19.8± s LEGEND -xx- CHAIN LINK FENCE N o BOLLARD o REMOVABLE BOLLARD - - - SAW CUT ASPHALT PAVEMENT CONCRETE PAD O7 UTILITY PAD IDENTIFICATION NUMBER i 21 PROPOSED CONTOUR 1•0% PROPOSEDSLOPE 01 MAG NAIL W/WASHER STAMPED 20 "TRUE NORTH CONTROL" N: 185276.071 ASPH E: 1280369,173 ELEV.=19.88 INSTALL HDPE HOOD ON ZV OUTLET PIPE C5.0 °-- CB TYPE 2 -'---- ---_ BRIM EL.=18.97 - - - - - -' - IE(W)24"CMP=13.2 -14.1 1.1 ASPH MEG 19.8t MtCi IV.Vt LOT 2 INSTALL HOPE HOOD 10 ON 24" OUTLET PIPE C5.0 ASPH CB TYPE 2 - _ �'G-----c---,G_ 24-SD °"-c---_c--.-G IE(W)24"CM IE(E)24'CM IE(SW)6"PV BTM. EL-1 CB TYPE 2G--c- RIM EL -"8 78 IE(W)24 CMP 13 1- j IE(E)24'CMP=13.0- IE(SW)6' PVC=13.8 _ / //-MEG 19.6t ^'-F--n-�.�a-� s�.....- •--R�*.-sum.-..x.>,-ti,,..-.. ASPH 21 a FFE 21.30 r •4-7 17 a d m a a ° a ° a ° ° Q ° ° ° d ° ad FE 21.30 ° ° ° d ° xx E 2 O ° d21,30g' g Q FF i.SO � Q d 21.30 Q a d ?r FFEa d° FIFE o° O O Qa E21.S0 FFE21 d°21 60 O.F 2 FF�2O 21, 21 21 �7 5 1° o� 4 F E 1 9 d d da SO d ° ° /° F E 21.50 a da Q d d FFE 21.50 V WIDE CONIC RETAINING WALL / Q 2� 11 d MAINTAIN EXST ROOF DRAIN 9 ° Q SEE NOTE 2 CONIC 21.18 03 MAINTAIN EXST ROOF DRAIN 1 STORY WAREHOUSE BUILDING SEE NOTE 2 BC 20.31 TC 20.81 9'ENT BC 20.3t MEG TC 21.18 NOTES: 7' CHAfN LINK FENCE 1 � CONC 1 O POWER GENERATORS AND FUEL i TANKS WITHIN FENCED AREA ® i(NOT SURVEYED) 0 1. EXISTING CONDITIONS INFORMATION IS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY TITLED "3425 S 116TH STREET, TUKWILA, WA SITE PLAN" PREPARED BY TRUE NORTH LAND SURVEYING INC. DATED APRIL 2, 2019. 2. MAINTAIN EXISTING ROOF DRAINS. RELOCATE ONLY IF NEEDED AND IN COORDINATION WITH OWNER AND ENGINEER. REFER TO VLMK ENGINEERING & DESIGN LETTER DATED JULY 17, 2019 INDICATING LOAD FROM THE PROPOSED CONCRETE UTILITY PAD WILL NOT ADVERSELY AFFECT THE INTEGRITY OF THE EXISTING PIPES. 3. GENERATOR FUEL TANKS SHALL BE UL142 WITH SECONDARY CONTAINMENT AND INTERSTITIAL LEAK DETECTION. ADDITIONAL REQUIRED BMPS AND ROUTINE MAINTENANCE IDENTIFIED IN THE KING COUNTY STORMWATER POLLUTION PREVENTION MANUAL FOR OUTDOOR STORAGE OF LIQUID MATERIALS IN STATIONARY TANKS WILL BE EMPLOYED. ESTIMATED EARTHWORK QUANTITIES: 01 CUT: 350 CUBIC YARDS 0 5' 10, 20' FILL: 200 CUBIC YARDS I -a SCALE: 1" = 10' ! i,csc ]Mans have been reN'icwcd by 111C Public V,,,rks Department for conformance with current Ciiv standards. Acceptance is subject to errors and omissions which do not authorize violations of ,�doptcd standards or ordinances. The responsibility or the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance RECEIVED and will require a resubmittal of revised drawings CITY OF i til WILA for subsequent approval. JAN 07 2010 Final acceptance is subject to field inspection by the Public Works utilities inspector. PERMIT CENTER Date: By: nj 14121 ZO � lon t Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: (206) 883-9300 Fax: (206) 883-9301 i • D • • 'aS Gd�i • ... A� Z ISSUES & REVISIONS No. Date Description 1 06/03/19 ISSUE FOR PERMIT 1 07/24/19 CITY COMMENTS 01 3 09/12/19 CITY COMMENTS 02 4 12/09/19 ADDENDUM #1 03 REVIEWED FOR E COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila N SHEET TITLE GRADING, DRAINAGE, AND UTILITY PLAN SHEET NO. DRAWN: N.Korzec REVIEWED: J.Clare (� . PROJECT NO.: 200-01291 V PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ex Edgeconn ...... . . . Seattle, WA Dat"a Hall 0', Pow PlantA 2 Addendum #0'1, I J425 Zoj% bo%T'mn'm ST. TI a '^ ^ AM& U'' KWI LA, WA 9?j 1 8b PROJECT NUMBER: 27.6699.045 BCE1 PR nct'.u`T' k RECEIVED, CITY OF TUK�tiILA JAN o 7 7020 PERMIT CENTER h 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 114.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW KellyAvenue - Portland, Oregon 97239 5 33.222.4453 Www.vlmk.com Lm%j TETRA TECH www.t6tratech.com 1420 Fifth Avenue, Suite 600 Seatd6, WA 98101 PHONE:(206)883-9300 FAX:(26 883-9301 . 1 • q Issue P # I Issue Date Issue Qescri tion 1 06/03/2019 ISSUE FOR PERMIT 2 07/24/2019 CITY COMMENTS o, 3 12/09/2019 ADDENDUM #1 Q REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISION 9951 REGISTERED `y ARCHITECT . CHAD H. YOSHINOBtt STATE OP WASHINGTON N Q. 3 SHEET TITLE COVER 0 a; Scale: m m N SHEET N : DRAWN: REVIEW: PROJECT NO.: 27.6699.045 COVER O W © 2019 Gensler 101 V9111ii11f, =i!ilT PROJECT DESCRIPTION: INTERIOR WORK: Selective demolition of portion of existing interior walls, removal and infill of existing dock doors. Construction of new partitions, raised floors, drop ceiling, concrete housekeeping pads at new Data Hall 3 and Mechanical Rooms, Unintenuptible Power Supply (UPS) Rooms. Installation of mechanicalfelectrical equipment to support server cabinets (DATA CENTER). Installation of new lighting fixtures and emergency lighting. No change In use proposed under this permit (Warehouse). EXTERIOR WORK: Capping existing skylights above equipment space. Installation of new mechanical condensers and associated doghouses on roof. New equipment yard area to support electrical and mechanical infrastructure equipment for Data Hall 3 BUILDING ADDRESS: 3425 S.116TH STREET TUKWILA, WA 98168 PARCEL NO.: 102304.9043 ORIGINAL DATE OF CONSTRUCTION: 1991 ZONING BUILDING CODE: MIC/L - MANUFACTURING INDUSTRIAL CENTER/LIGHT APPLICABLE MUNICIPAL BUILDING CODE: TUKWILA MUNICIPAL CODE -TITLE 16 OCCUPANCY TYPE: BUSINESS CONSTRUCTION TYPE: IS PROJECT AREA: 13,955 SF TOTAL LEASE SPACE: 45,668 SF FIRE PROTECTION: APPROVED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 WITH MULTIPURPOSE DRY - CHEMICAL PORTABLE FIRE EXTINGUISHERS TYPE 2A IOBC, 5 I.B. CAPACITY, SPACED AT W-0" TRAVEL DISTANCE AROUND THE FLOOR. PREACTION IN RAISED FLOOR AREAS AND MECHANICAL ROOMS. NOTE: FIRE SPRINKLER APPROVALS ARE NOT INCLUDED UNDER THIS PERMIT. BEFORE COMMENCING ANY WORK ON THE SPRINKLER SYSTEMS, PLANS MUST BE SUBMITTED AND APPROVED BY THE BUILDING SAFETY DIVISION. THE SYSTEM MUST BE INSPECTED AND APPROVED BY BUILDING SAFETY INSPECTION PRIOR TO CERTIFICATE OF OCCUPANCY. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE a lh =; Mel data 0201 Google. 1 PLUMBING CODE: 2015 UNIFORM PLUMBING CODE AND STANDARDS MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE LOCATION MAP ELECTRICAL CODE: WASHINGTON CITIES ELECTRIALCODE -2017edition ofthe NEC FIRE/LIFE SAFETY CODE: INTERNATIONAL FIRE CODE APPENDICES B, C, D & ANY AMMENDMENTS BY WESTERN FIRE CHIEFS ASSOCIATION AND INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS LOT 2 OF CITY OF TUKWILA SHORT PLAT NO 90-2-SS RECORDING NO 9003121482 SO SHORT PLAT DAF - FOR OF GOV LOT 3 & OF SE 114 OF NE 1/4 OF SEC 09-23-04 TGW POR OF GOV LOT 6 & OF SW'1/4 OF NW 114 OF SECTION 10-23-04 - BAAP 70 FT RGT OF ENGR STA H 656+57.3 BEING A PT ON NELY MGN SHEET 1 OF 7 FOR RNV SR 99 S 118TH ST TO JUNCTION SSH NO 1-K APPROVED JULY 23,1957 SD PT BEING PT OF TANGENCY OF CURVE THRU POINT BEARING N 42-02-03 E 748.51 FTTH;SELYALG SD MGN &SAID CURVE THRU C/A OF 04-26-56 ARC DISTANCE OF 58.12 FT TH N 41-57-30 E 499.81 FT TH N 15-27-21 E 75.56 FT TO POB TH S 74-32-39 E 212.89 FT TH S 78-39-54 E 128.28 FT TH S 81-20.44 E 447.24 FT TAP OF CURVE CONCAVE TO N TH ELY ALG SD CURVE RAD OF 170 FT THRU C/A OF 15-51-28 ARC DIST OF 47.05 FT TH N 82-47-48 E 101.13 FT TO WLY MGN OF POR OF SECTION 9 CONDEMNED IN SUPERIOR COURT CAUSE NO 646697 TH S 07-08-23 E 544.81 FT ALONG WESTERLY MARGIN TO A UN 60 FT N OF & PLW ENGR B-LINE AS SHOWN ON SHEET 1 OF 7 FOR RNV SR 99 SOUTH 118TH ST TO JUNCTION SSH 1-K APPROVED JULY 23,1957 TH N 88-10-42 W 630.87 FT TAP 60 FT RGT OF ENGR STA B 548+00 SAID RNV PLANS TH N 79-41-19 W 359.21 FT TAP 70 FT RGT OF ENGR STA H 551+64.4 SO PT ALSO BEING PT OF COVE CONCAVE TO NORTH RAD PT BEARING N 10-18-41 E 748.51 FT TH NWLY ALG SD CURVE THRU C/A OF 30-03-04 ARC DISTANCE OF 392.59 FT TH N 41-57-30 E 499.81 FT TH N 15-27-21 E 75.56 FT TO POB DESIGN PROFESISONAL CONTACT DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE CHAD YOSHINOBU, AIA WASHINGTON REGISTERED ARCHITECT #9951 ADDRESS: GENSLER SEATTLE 1200 SIXTH AVENUE SUITE 500 SEATTLE, WA 98101 PHONE: 206.654.2100 ACCESSIBILITY CODE: IBC CHAPTER 11 AMENDMENT - 2015 IBC, (a) Appendix E, (b) ICC/ANSI Al17.1.2009 ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE AREA OF WORK: IST FLOOR (SINGLE STORY),14,175 SF TOTAL LEASE SPACE: IST FLOOR (SINGLE STORY). 45,668 SF OCCUPANCY PER 2015 IBC TABLE 1004.1.2 BUSINESS GROUP B (INCLUDING ACCESSORY USE AREAS)1/100 AREA: 45,668 SF OCCUPANTLOAD SF POP <E> DATA HAIL 1 - RAISED FLOOR (SERVERS) 3,756 (3,800/100) 38 OCC. <E> LANDING 429 (4301100) 5 OCC. <E> UPS ROOM 1 2,004 0 OCC. <E> MECH. ROOMS 102, 104,105, 107 1,473 0 OCC. <E> FIBER ROOMS (MMR, ISS) 508 0 OCC. <E> STORAGE 630 (630/300) 3 OCC. <E> PRE -ACTION 89 0 OCC. <E> RESTROOM/JAN 159 0 OCC. <E> CORRIDOR/LOBBY/STAGENESTIBULE 2 852 0 OCC. EXISTING 11,900 46OCC. <E> DATA HALL 2 - RAISED FLOOR (SERVERS)11,000 (11,000/100) 110 OCC. <E> STAGING 2,000 (2,000/300) 7OCC. <E> MECH. ROOMS 5, 6,7 3,588 0 OCC. <E>STORAGE 1,726 (1,726/300) 6OCC. <E> CONFERENCE/BREAKOUT 800 (800/100) 8 OCC. <E> VESTIBULE/SECURITY 210 O OCC. <E> RESTROOM/JAN 159 0 OCC. <E> FIBER ROOM (IT-2) 128 0 OCC. EXISTING 19,611 131OCC. DATA HALL 3 - RAISED FLOOR (SERVERS) 6,425 (6,425/100) 65 OCC. MECH. ROOMS 8 & 9 2,483 0 OCC. UPS ROOM 2 & 3 1,900 0 OCC. VESTIBULES 350 0 OCC. CORRIDOR 2,802 0 OCC. FIRE RISER 215 0 OCC. NEW 14,175 65+OCC. TOTAL SQUARE FEET 45,668 242 OCCUPANTS TOTAL NOTE: TENANT WILL POST "MAXIMUM OCCUPANCY 14 PERSONS' AT EACH ENTRANCE. PURSUANT TO THE 2015 INTERNATIONAL BUILDING CODE, SECTION 1004.1.2 EXCEPTION WHERE APPROVED BY THE BUILDING OFFICIAL, THE ACTUAL NUMBER OF OCCUPANTS FOR WHOM EACH OCCUPIED SPACE, FLOOR OR BUILDING IS DESIGNED, ALTHOUGH LESS THAN THOSE DETERMINED BY CALCULATION, SHALL BE PERMITTED TO BE USED IN THE DETERMINATION OF THE DESIGN OCCUPANT LOAD. THE TENANT WILL NOT HAVE MORE THAN 5 TECHNICIANS IN THE SPACE NORMALLY AND NEVER MORE THAN 14. THIS DATA CENTER FACILITY HOUSES SERVERS (IN CABINETS), AIR CONDITIONING AND ELECTRICAL GEAR AND BOTH THESE SYSTEMS HAVE REDUNDANCIES BUILT IN TO ENSURE CONTINUED OPERATION. THE TECHNICIANS ARE NOT HOUSED ON SITE. WITH FEW EXCEPTIONS THESE ARE NOT THE EMPLOYEES OF THE TENANT (EDGECONNEX) BUT EMPLOYED BY THOSE COMPANIES WHO HOUSE SERVERS IN THIS FACILITY AND SERVICEMEN RELATED TO THE SUPPORT EQUIPMENT. THE TECHNICIANS WILL COME AND GO AS REQUIRED FOR MAINTENANCE AND UPGRADES. THERE ARE NO OFFICE FACILITIES PROVIDED ON SITE. TOILET FIXTURE COUNT OCCUPANt LOAD: 242 PERSONS (242 / 2) =121 MALE 121 FEMALE 2015 UNIFORM PLUMBING CODE TABLE 422.1 GROUP B OCCUPANCY: WATER CLOSETS (FIXTURES PER PERSON) MALE FEMALE 1:1-50 1:1-15 2: 51-100 2:16-30 3:101-200 3: 31-50 4: 51-100 5:101-200 LAVATORIES (FD(TURES PER PERSON) MALE FEMALE 1:1-75 1:1-50 2: 76-150 2: 51-100 3: 101-150 DRINKING FOUNTAINS/FACILITIES (FIXTURES PER PERSON) 1 PER 150 PROVIDE 1 SERVICE SINK REQUIRED FIXTURES PROVIDED FIXTURES MALE FEMALE MALE FEMALE WATER CLOSET: 3 5 2 2 LAVATORY: 2 3 2 2 DRINKING FOUNTAIN: 1 1 SERVICE SINK: 1 2 PURSUANT TO THE 2015 UPC SECTION 422.1 EXCEPTION WHERE OCCUPANCY CLASSIFICATION NOT SHOWN IN TABLE 422.1 SHALL BE CONSIDERED SEPARATELY BY THE AUTHORITY HAVING JURISDICTION. PLEASE REFER TO STATEMENT PROVIDED ABOVE AND ATTACHED AFFIDAVIT FROM TENANT FOR ACTUAL OCCUPANCY CONDITIONS. DEFERRED SUBMITTALS SPRINKLER / LIFE SAFETY SECURITY / DEVICES Drawing Number I Drawing Name Current Revision Current Revision F Date Current Revision Description 01_GENERAL G00.00 DRAWING INDEX 3 12/09/2019 ADDENDUM #1 000.10 ABBREVIATIONS, GRAPHIC SYMBOLS, & GENERAL NOTES 1 06/03/2019 ISSUE FOR PERMIT 01 C_CIVIL CO.1 SITE LOCUS 1 06/03/2019 ISSUE FOR PERMIT C1.0 EXISTING CONDITIONS, DEMO AND EROSION CONTROL PLAN 2 07/24/2019 CITY COMMENTS C1.1 SITE LAYOUT AND MATERIALS PLAN 2 07/24/2019 CITY COMMENTS C1.2 GRADING, DRAINAGE, AND UTILITY PLAN 2 07/24/2019 CITY COMMENTS C5.0 DETAILS 2 07/24/2019 CITY COMMENTS 02 ARCHITECTURAL A00.20 SCHEDULES 1 06/03/2019 ISSUE FOR PERMIT A00.30 PROJECT SIGNAGE 1 06/03/2019 ISSUE FOR PERMIT A00.40 MOUNTING LOCATIONS 1 06/03/2019 ISSUE FOR PERMIT A00.50 SITE PLAN 3 12/09/2019 ADDENDUM #1 A00.60 LIFE SAFETY PLAN 3 12/09/2019 ADDENDUM #1 A00.80 RATED ASSEMBLIES 1 06/03/2019 ISSUE FOR PERMIT A01.01 SELECTIVE DEMOLITION PLAN 1 06/03/2019 ISSUE FOR PERMIT A02.00 OVERALL CONSTRUCTION PLAN 3 12/09/2019 ADDENDUM #1 A02.01 CONSTRUCTION PLAN 3 12/09/2019 ADDENDUM #1 A02.02 ROOF PLAN 3 12/09/2019 ADDENDUM #1 A04.01 REFLECTED CEILING PLAN 3 12/09/2019 ADDENDUM #1 A05.01 FINISH PLAN 3 12/09/2019 ADDENDUM #1 Al2.00 PARTITION TYPES 1 06/03/2019 ISSUE FOR PERMIT Al2.01 PROJECT SPECIFIC 1 06/03/2019 ISSUE FOR PERMIT Al2.10 DETAILS 3 12/09/2019 ADDENDUM #1 Al2.50 RAISED FLOOR DETAILS 1 06/03/2019 ISSUE FOR PERMIT Al2.51 ISEISMIC DETAILS 1 06/03/2019 ISSUE FOR PERMIT 03_STRUCTURAL S1.0 HVAC SUPPORT FRAMING PLAN 1 06/03/2019 ISSUE FOR PERMIT S2.0 HVAC SUPPORT FRAMING DETAILS 1 1 06/03/2019 JISSUE FOR PERMIT 04 ELECTRICAL ECIA ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS 1 06/03/2019 ISSUE FOR PERMIT EO.2 ELECTRICAL SPECIFICATIONS 1 06/03/2019 ISSUE FOR PERMIT EO.3 ELECTRICAL SPECIFICATIONS 1 06/03/2019 ISSUE FOR PERMIT E1.1A ELECTRICAL ONE -LINE DIAGRAM EXISTING 1 06/03/2019 ISSUE FOR PERMIT E1.1B ELECTRICAL ONE -LINE DIAGRAM NEW 1 06/03/2019 ISSUE FOR PERMIT E1.2A ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH1 1 06/03/2019 ISSUE FOR PERMIT E1.2B ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH2 1 06/03/2019 ISSUE FOR PERMIT E2.1 ELECTRICAL POWER PLAN 1 06/03/2019 ISSUE FOR PERMIT E2.2 ELECTRICAL LIGHTING PLAN 1 06/03/2019 ISSUE FOR PERMIT E2.3 ELECTRICAL GROUNDING PLAN 1 06/03/2019 ISSUE FOR PERMIT E2.4 ELECTRICAL CONDUIT PLAN 1 06/03/2019 ISSUE FOR PERMIT E2.5 ELECTRICAL ROOF PLAN 1 06/03/2019 ISSUE FOR PERMIT E3.1 ELECTRICAL DETAILS 1 06/03/2019 ISSUE FOR PERMIT E3.2 ELECTRICAL DETAILS 1 06/03/2019 ISSUE FOR PERMIT E3.3 ELECTRICAL DETAILS 1 06/03/2019 ISSUE FOR PERMIT E3.4 ELECTRICAL DETAILS 1 06/03/2019 ISSUE FOR PERMIT E4.1 ELECTRICAL SCHEDULES 1 06/03/2019 JISSUE FOR PERMIT E4.2 I ELECTRICAL SCHEDULES 1 06/03/2019 ISSUE FOR PERMIT E4.3 ELECTRICAL SCHEDULES 1 06/03/2019 ISSUE FOR PERMIT 05_MECHANICAL MO.1 MECHANICAL SYMBOLS, NOTES, SPECIFICATIONS, & SCHEDULES 1 06/03/2019 ISSUE FOR PERMIT M1.1 MECHANICAL DEMOLITION PLAN 1 06/03/2019 ISSUE FOR PERMIT M2.1 MECHANICAL PIPING PLAN 1 06/03/2019 ISSUE FOR PERMIT M2.2 MECHANICAL ROOF PLAN 1 06/03/2019 ISSUE FOR PERMIT M3.1 MECHANICAL DUCTWORK PLAN 1 06/03/2019 ISSUE FOR PERMIT M7.1 MECHANICAL SECTIONS AND DETAILS 1 1 06/03/2019 ISSUE FOR PERMIT M7.2 MECHANICAL SECTIONS AND DETAILS 1 1 06/03/2019 ISSUE FOR PERMIT 06_PLUMBING PDA PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS & DETAILS 1 06/03/2019 ISSUE FOR PERMIT P1.1 PLUMBING DEMOLITION FLOOR PLAN 1 06/03/2019 ISSUE FOR PERMIT P2.1 PLUMBING WASTE AND VENT PLAN 1 06/03/2019 ISSUE FOR PERMIT P2.2 PLUMBING DOMESTIC WATER PLAN 1 06/0312019 ISSUE FOR PERMIT 07_FIRE PROTECTION FO.1 FIRE PROTECTION NOTES, SPECIFICATIONS & DETAILS 1 06/03/2019 ISSUE FOR PERMIT F2.1 I FIRE PROTECTION SPRINKLER PLAN 1 1 06/03/2019 1 ISSUE FOR PERMIT nEUIVED CITY GF iUMVILA JAN 07 7070 PERMIT CENTER � a�7 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TEC97-1 L- www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ISSUES & REVISIONS ISSU��# Issue Date Issue Description 1 06/03/2019 ISSUE FOR PERMIT 2 07/24/2019 CITY COMMENTS o, 3 12/09/2019 ADDENDUM #1 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISION 9951 REGISTERED . ARCHITECTS CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 12/09/2019 �WASHINGTON REGISTERED ARCHITECT 9951 J SHEET TITLE DRAWING INDEX Scale: 1 :1 SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 © 2019 Gensler PROVIDE TWO(2) SETS OF 0.375" DIA. STEEL HANLDES ON OPPOSIDE SIDES OF BOLLARD. HANDLES TO PROTRUDE 2 1/2" FROM PIPE & BE 6" HIGH. WELD TOP OF HANDLES @ 0'-6" & 2'-0" FROM TOP OF BOLLARD 0.375" STEEL PLATE WELDED TO 2 OPPOSITE SIDES OF REMOVABLE BOLLARD TO PROVIDE SUPPORT. PROVIDE SLOT FOR PADLOCK TO MATCH STEEL PLATE ATTACHED TO ANCHORED PIPE SLEEVE. SLOPE CONCRETE AWAY FROM BOLLARD FOR DRAINAGE. 5" STEEL PIPE SLEEVE — ANCHORED INTO GROUND. LEAVE BOTH ENDS OPEN, CUT TOP AT 90 LEAVE BOTH ENDS OF PIPE OPEN. 4" DIA. STEEL PIPE BOLLARD. 0 M 6 PADLOCK TO BE PROVIDED BY OWNER. 0.375" X 9" L X 2" W STEEL PLATE. WELD TO ANCHORED PIPE SLEEVE W/ 2" TO PROTUDE ABOVE GRADE. PROVIDE SLOT FOR PADLOCK TO M MATCH WITH STEEL PLATE ATTACHED TO REMOVABLE BOLLARD. 15" DIA. 3000 PSI CONCRETE BASE 6" DEEP GRAVEL BASE FOR DRAINAGE PAINT ALL EXPOSED METAL HI-VIS YELLOW, EXTERIOR GRADE. PAINT ALL BELOW GRADE METAL DARK GRAY, EXTERIOR GRADE. REMOVABLE0 1r-1" CUT TOPAT90°AND FINISH CONCRETE SMOOTH. PAINT TO MATCH BOLLARD PAINT 6" STEEL PIPE BOLLARD TO MATCH EXISTING. FILL WITH CONCRETE. 0 I � PAVING REFER TO CIVIL 12" DIA 3000 PSI CONCRETE PIER I I I I I I I I I I I I III I ( I I I I I I I I I I I i Li L__J a PIPE BOLLARD DETAIL 04, SCALE: 1/2" =1'4' 01 . I r--� � � � � � � � � ULLL'11--Lj EXISTING PARKING NOT IMPACTED BY THIS PERMIT PROPOSED USE IN AREA OF WORK (WAREHOUSE) WILL NOT INCREASE ACTUAL PARKING DEMAND. PLEASE REFER TO STATEMENT ON G00.00 AND AFFIDAVIT SUBMITTED WITH THIS PERMIT. 102' - 6" 40'-2" 26'-5"OPENING < 3'-11" 39'-0" 9'-4" 7'-11" 9'-0" 7'-11" 13'-9" 04 TYPFIXED o 80dA %U.N.O. O p, o� o 10 10 10 ° in o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7-11" 03 09 1458 � w F z 07 a d 07 05 (17f 56KW) 06 67 b g 07 it 39' - D" 12' 5" 0 05 0 '4 T-10" 10'-3" 8'-1" 10'-3" ill -5" N O ......_. N r>" A 06 08 (17500) m N (C.sso 10 00 06 S d o w ^'o 0 0 ' En °� 05 o OS OS iv r, �* 4 4 4 4 ENLARGED SITE PLAN SCALE: 1"=10'-0" o ° o ° °. 0 ° ° P 0 2-11" 16-0" 14' - 0" m w rl.�J�l SHEET NOTES 01 EXISTING TRASHIRECYCLING ENCLOSURE TO REMAIN. 02 EXISTING LOADING DOCK AT DOCK HEIGHT TO REMAIN. 03 REFER TO CIVIL FOR EXISTING CONDITIONS, DEMOLITION, GRADING, STORMWATER DRAINAGE, AND EROSION CONTROL DETAILS. 04 PROVIDE AND INSTALL GALVANIZED CHAIN LINK FENCE 19-0" HIGH. PROVIDE TENSION WIRE ACROSS BOTTOM. GALVANIZED POSTS TO BE SPACED @ 4'-0" O.C. MAX, PLACE IN CONCRETE FOOTING 30" DEEP AT 12" DIA. PROVIDE GATES AS SCHEDULED. ABOVE GATES PROVIDE CROSS MEMBER AND CHAIN LINK TRANSOM. REF 03IA00.50 SIM. FOR FOOTING. 05 CONCRETE EQUIPMENT PADS. REF STRUCTURAL FOR DETAIL. 06 DIESEL GENERATOR WITH BELLY TANK. REFER TO ELECTRICAL SHEETS FOR SPECIFICATION. 07 REFER TO ELECTRICAL FOR EQUIPMENT SPECIFICATION. 08 REFER TO MECHANICAL FOR EQUIPMENT SPECIFICATION. 09 ROLLING GATE - CHAIN LINK BASIS OF DESIGN IS HOOVER FENCE COMPANY (WWW.HOOVERFENCE.COM ) COMMERCIAL CHAIN LINK ROLLING GATE ALL 1/58" GALVANIZED HF20 FRAME. PROVIDE PIPE TRACKS TOP AND BOTTOM AND DOUBLE WHEEL CARRIER, PROVIDE TWO (2) &W HIGH LEAVES TO ALLOW FOR 26'-5" OPENING. PROVIDE TWO (2) GATE LOCKING LATCHES WHERE LEAVES MEET IN THE MIDDLE. 10 REMOVABLE PIPE BOW`,RD. REF: 031A00.50 / 9 NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE af j t �. I ti' 1 i Gensler 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com � ®r�� TETRA 1;e. I\ www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 O . 1 i i • ISSUES & REVISIONS Issue # Issue Date Issue Description 1 06/03/2019 ISSUE FOR PERMIT 3 11210912019 1 ADDENDUM #1 Q REVIEWED FOR CODE COMPLIANCE rig emn APPROVED CITY OF i UMILA FEB 2 8 2020 JAN 47 2020 City of Tukwila PERMIT CENTER I BUILDING DIVISION SEAUSIGNATURE t,9951 REGISTERED `7 ARCHITECT ' CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 12/09/2019 WASHINGTON REGISTERED ARCHITECT 9951 SHEET TITLE SITE PLAN Ref Scale: As indicated (1). North SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27,6699.045 © 2019 Gensler VESTIBULE 142 FIRE RISEF 146 134 1 1 133 LIFE SAFETY PLAN Q 1 SCALE: 1/16" =1'-0" EXIT SCHEDULE 01 PROVIDE WIT PANEL SIGN FOR SPECIFIED ELECTROLYTIC WITH IN HIN THE VALVE REGULATED ACID BATTERIES EM AREA NOT IN CONTRACT (NIC) EXIT ROUTE SEGMENT LENGTH WITHIN THE UPS ROOM. PROVIDE PANEL SIGN AT EACH BATTERY RUN AND ON THE INACTIVE LEAF (OUTSWING K3E[3= 1 HR. RATED PARTITION SIDE) OF THE DOOR INTO UPS ROOM AND ON THE SINGLE EXIT ROUTE A TO EXIT A' = 166 - 0" DOOR (OUTSWING SIDE) INTO THE ELECTRICAL ROOM. NON -RATED PARTITION LOCATE SIGNAGE CENTERED ON DOOR 60 INCHES ON 02 ® CEILING MOUNTED EXIT SIGN EXIT ROUTE B TO EXIT B' = 146' - 0" CENTER A.F.F. REF 3/AOO.31. EXIT ROUTE C TO EXIT C' = 12Z - 6" REFER TO SITE PLAN A00.50 FOR EXTERIOR EQUIPMENT j WALL MOUNTED EXIT SIGN EXIT ROUTE D TO EXIT D' = 146 - 0" YARD. REFER TO ELECTRICAL SHEETS FOR EQUIPMENT EXIT ROUTE E TO EXIT A' = 204 _ p" SPECIFICATIONS. -> EGRESS ROUTE RECEiVEii FE SERVER CABINETS ARE INTENDED TO BE IN THE CENTER OF CI.Ty OF t iik14'l!'� FIRE EXTINGUISHER W/ BRACKET THE DATA HALLS ARRANGED IN ROWS WITH AISLE ACCESS AROUND THE PERIMETER OF THE AREA BETWEEN ROWS OF BAN pq 2020 CABINETS (24" X 48" WIDE). FEC ALL EXITING PATHS COMPLY WITH BUSINESS OCCUPANCY. % FIRE EXTINGUISHER CABINET ( PERtUtI�' CENTER "B" OCC MAX TRAVEL DISTANCE = 300'-0" NOTE: EVERY SHEET NOTE MAY NOTAPPEAR ON THIS PAGE 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States J�VLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 • 1 i 1 r 4{{P1'g{q ISSUES & REVISIONS Issue P # Issue Date Issue Descri tion 1 06/03/2019 ISSUE FOR PERMIT 2 07/24/2019 CITY COMMENTS o 3 12/09/2019 ADDENDUM #1 0 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISU SEAUSIGNATUREE 7 h9951 REGISTERED { ARCHITECT ` ,:fie �.r ;P'!�'»»•.,;,a�.crss ; _.__.._ CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 12/09/2019 `WASHINGTON REGISTERED ARCHITECT 9951 SHEET TITLE LIFENted Ref. North SHEET NO: DRAWN: REVIEW. PROJECT NO.: 27.6699.045 0 2019 Gensler FIR C CONFERENCE 132 I SHEET NOTES MAINTENANCE ACCESS ZONE REFER TO MECH/ELEC DRAWINGS FOR EQUIPMENT SPECIFICATION. OVERALL CONSTRUCTION FLOOR PLAN (� 1 LEGEND SCALE: 1/16" =1'-0" EXISTING - NOT PART OF SCOPE EXISTING WALL TO REMAIN NEW PARTITION 1 HR. RATED FIRE PARTITION REGFivED ClTy OF "f uji X, ILA• JAN 07 2020 (t 04-, PERMIT CENTER NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE �t as Lit ="''a.,� 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK, ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222,4453 www.vlmk.com TETRA TECH mmtetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 @ N ~ (X `-+—i i CL Of LU (D O U cv cviU)00 Co Q (n c� Qo� Q a U) J to 04 "It Q W H U) U LUt b W F— U) ISSUES & REVISIONS Issue # I Issue Date Issue Description 1 06/03/2019 ISSUE FOR PERMIT 2 07/24/2019 CITY COMMENTS m 3 12/09/2019 ADDENDUM #1 Q REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISI, SEAUSIGNATURE 9951 REGISTERED ARCHITECT HAD H. YOSHINOBU STATE OF WASH INOBU CHAD YOSHINOBU, AIA 12/09/2019 ,WASHINGTON REGISTERED ARCHITECT 9951 ESHEET TITLE UCTION PLAN ed T— Ref. North SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27,6699.045 © 2019 Gensler i 10 09 08 I 07 1 1 06 1 I ' 1 1 01 02 03 04 05 I I I I I 1 I 1 I LEVEL 01- CONSTRUCTION FLOOR PLAN Q 1 SCALE: 1/8" = V-0" SHEET NOTES 01 CONCRETE HOUSEKEEPING PADS, REF. 01/Al2.10. 02 TATE INC. RAMP ASSEMBLY, SLOPE NO GREATER THAN 1:12, LENGTH OF RAMP NOT TO EXCEED 39-W. PROVIDE ALUMINUM HAND RAIL ON BOTH SIDES SUPPORTED BY NON-COMBUSTIBLE WOOD BLOCKING WITHIIN PARTITION TO ALLOW 250 LB. SHEAR LOAD CAPABILITY. BOTH SIDES WALL MOUNTED.. HANDRAILS EXTEND 12" BEYOND TOP AND BOTTOM OF RAMP. REF 061Al2.50. 03 TATE POSI-LOCK STAIRASSEMBLY. REF 01/Al2.50. PROVIDE ALUMINUM HANDRAIL ON BOTH SIDES. HANDRAILS TO EXTEND 12" BEYOND LAST RISER AT TOP OF STAIR AND ONE TREAD WIDTH OR 12" AT BOTTOM OF STAIR. REF 1/Al2.50. WHERE HANDRAIL IS WALL MOUNTED PROVIDE SUPPORT BY NON-COMBUSTIBLE WOOD BLOCKING WITHIN THE PARTITION TO ALLOW 250 LB. SHEAR LOAD CAPABILITY. 04 ORIGIN POINT OF RAISED ACCESS FLOOR GRID. FLOOR AND CEILING GRIDS ALIGN EXACTLY. CONFIRM WITH CONSTRUCTION MANAGER PRIOR TO PARTITION CONSTRUCTION. 05 TATE INC. RAISED ACCESS FLOOR: "CONCRRE 125X PANELS WITH 4' BOLTED STRINGER AND GRATEAIRE PERFORATED TILES, ELEVATION @ 30" ABOVE CONCRETE DECK. SUBFLOOR STRUCTURE TO BE CAPABLE OF SUPPORTING CONCORE 2500 SYSTEM PANELS. CONFIRM LOCATION AND QUANTITY OF GRATEAIR PERFS PRIOR TO ORDERING. 06 5LB. 5B:C HALOTRON 1 FIRE EXTINGUISHER. MOUNT AS NOTED: LARSEN 818 BRACKET OR LARSEN RECESSED CABINET 2409-112 HORIZONTAL DUO CLEAR ACRYLIC DOOR WHITE BAKED ENAMEL MOUNT BOTTOM EDGE @ 27" A.F.F., TYPICAL. 07 REFER TO 08/Al2.50 FOR PARTITION BELOW THRESHOLD. 08 5LB. 2A:10B:C ABC FIRE EXTINGUISHER MOUNT AS NOTED: LARSEN 818 BRACKET OR LARSEN RECESSED CABINET 2409-112 HORIZONTAL DUO CLEAR ACRYLIC DOOR WHITE BAKED ENAMEL MOUNT BOTTOM EDGE @ 27" A.F.F., TYPICAL 09 REFER TO ENG. DRAWINGS FOR LOCATION OF CRAC UNITS IN THE MECH. ROOMS. AT EACH CRAC UNIT PROVIDE TWO (2) 56" LONG X 24" WIDE FRAMED SUPPLY AIR OPENINGS IN THE PARTITION BELOW RAISED FLOOR FOR EACH NEW & FUTURE CRAC UNIT. PROVIDE TWO (2) 56" LONG AND 24" WIDE FRAMED RETURN AIR OPENINGS IN THE PARTITION ABOVE THE DATA CENTER SUSPENDED CEILING @ EACH NEW & FUTURE CRAC UNITS. PROVIDE ONE (1) 56" LONG X 24" WIDE FRAMED SUPPLY AIR OPENING IN THE PARTITION BELOW RAISED FLOOR FLOOR INTO THE DATA HALL @ EACH MMR ROOM & ONE (1) 56" LONG X 24" WIDE FRAMED RETURN AIR OPENING IN THE PARTITION INTO THE DATA HALL ABOVE THE DATA CENTER CEILING @ EACH MMR ROOM. RETURN AIR OPENINGS ABOVE DATA CENTER ARE TO BE PROTECTED BY KEES INC. SECURITY GRATE (OR SIMILAR) A STYLE FRAME 2-1/2" X 2-1/2" ANGLE IRON FRAME W/ HOLES FOR FASTENING TO PARTITION.1/4" X 1/4" DIAMETER COLD ROLLED BARS, 6" O.C. BOTH WAYS, WELDED AT THE FRAME & CROSS POINTS. THE DATA HALL IS THE SECURE SIDE. REF DETAIL 3/Al2.01. 10 PROVIDE GYP. CLAD BULKHEAD AT 1T-11"AFF. 11 REFER TO DETAIL 5/Al2.01 FOR INFILL OF OVERHEAD DOORS. 12 CONTRACTOR TO PATCH, REPAIR, MODIFY PARTITION AS REQUIRED TO MAINTAIN 1-HOUR FIRE RATING. CONTRACTOR TO VERIFY CONDITION OF FIRESTOPPING AT CONCRETE SHEAR WALL. 13 EXISTING DOOR TO BE CLOSED, LOCKED AND SCREWED SHUT. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN DOOR AND FRAME. 14 EXISTING STOREFRONT. PROVIDE BLACKOUT WINDOW FILM (3M ULTRA SERIES 600 OR LLUMAR (6MIL) ON INSIDE FACE OF GLAZING BEFORE ANY INTERIOR WALL CONSTRUCTION. SEE FINISH SCHEDULE. 16 REFER TO DETAIL 09/Al2.01 FOR RATED WALL CONDITION AT EXISTING SKYLIGHT. A %ENE URU, Am L N®TES A RE: ADD DRAWING SERIES FOR SCHEDULES, LEGENDS, SYMBOLS AND ABBREVIATIONS. B RE: GOO SHEET SERIES FOR CODE ANALYSIS RELATED TO PROJECT. C RE: Al2.00 FOR PARTITION TYPES D RE: A00.20 FOR DOOR SCHEDULE. MULTIPLE DOORS INTO A SINGLE ROOM HAVE AN ALPHABETICAL DESIGNATION E ALL EXISTING DOORS, FRAMES AND HARDWARE TO REMAIN ARE DESIGNATED WITH AN "E" SYMBOL, U.N.O. DOUBLE DOOR INACTIVE LEAF IS DESIGNATED WITH AN "1" SYMBOL, U.N.O. F ALL PARTITIONS AT THE WINDOW WALL ARE CENTERED ON EITHER COLUMNS OR WINDOW MULLIONS, UNO. G COORDINATE AND PROVIDE NON-COMBUSTIBLE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO PARTITIONS OR CEILINGS. H PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNO. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESSES AND MOUNTING OF FINISHES. J RE: Al2.51 SEISMIC DETAILS. RE: STRUCTURAL FOR ADDITIONAL INFORMATION. K REFER TO ELECTRICAL SHEETS FOR EQUIPMENT LAYOUT AND SPECIFICATIONS. EXISTING - NOT PART OF SCOPE EXISTING WALL TO REMAIN NEW PARTITION 1 HR. RATED FIRE PARTITION NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE t 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 SeatBe, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 • 1 �n1 ISSUES & REVISIONS Issue P # Issue Date Issue Description 1 06/03/2019 ISSUE FOR PERMIT 2 07/24/2019 CITY COMMENTS m 3 12/09/2019 ADDENDUM #1 Q �19_01t4se, REVIEWED FOR CODE COMPLIANCE APPROVED nECEIVED CITY OF T ibMVILA FEB 2 8 2020 JAN 07 2020 City of Tukwila PERMIT CENTER BUILDING DIVISI 9951 REGISTERED ARCHITECT CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 12/09/2019 l,ASHINGTONREGISTERED ARCHITECT 9951 J ESHEET TITLE CONSTRUCTIONLANted Ref. North SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 0 2019 Gensler 19 n 0 ROOF PLAN 01 SCALE: 1/16" =1'4' SHEET NOTES 01 NEW ROOFTOP MECHANICAL EQUIPMENT, TYP. REFER TO MECHANICAL SHEETS FOR SPECIFICATION, PRE -MANUFACTURED CURB, AND DOGHOUSE DETAILS. CONTRACTOR TO VERIFY EXISTING ROOFING MATERIAL AND ENSURE THAT ALL REPAIRS ARE COMPATABLE WITH AND MAINTAIN WARRANTY OF EXISTING ROOF. 02 LOCATION OF EXISTING SKYLIGHT. CAP PER DETAIL 07/Al2.01, TYP. RECEIVED CITY GF T 1,b1 VIII.A JAN 47 2020 PERMIT CENTER 1 it NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503,222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ®� X N t— J LU Q 0 n (('' ''�� \_J M co Cn 00 a7 Q =on on W .S' ~ ce a CJ) J 0 tV W CIO LU b W I_- W ISSUES & REVISIONS Issue # Issue Date Issue Description 1 06/03/2019 1 ISSUE FOR PERMIT 3 12/09/2019 ADDENDUM #1 Q lq—al7z— — REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISION SEAUSIGNATURE 9951 REGISTERED �``� ARCHITECTS CHH. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 12/09/2019 WASHINGTON REGISTERED ARCHITECT 9951 SHEET TITLE IN ROOF PLAN Scale: As indicated \ 1/ Ref. North SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 © 2019 Gensler 09 08 01 02 03 04 05 07 O6 1 SHEEP NOTES 01 SUSPENDED LIGHT FIXTURES TO BE POSITIONED @ 12'-0" AF.F. PLUMB ALL STEM, AIRCRAFT CABLE, AND APPURTENANCES USED TO SUPPORT SUSPENDED LIGHT FIXTURES. 02 CEILING GRID ALIGNS WITH FLOOR GRID EXACTLY. REFER TO CONSTRUCTION MANAGER FOR RAISED ACCESS FLOOR ORIGIN POINT. 03 RE: Al2.51 FOR SEISMIC DETAILS. SEISMIC NOTE: ALL PENDANT SUSPENDED LIGHT FIXTURES TO BE GUYED OFF PURSUANT TO LOCAL CODE. 04 LOCATION OF SEISMIC SEPARATION JOINT AS REQUIRED BY THE NORTHWEST WALL & CEILING BUREAU. 05 PROVIDE PERFORATED CEILING TILES (CL02). CONFIRM QUANTITY AND LOCATIONS OF PERFORATED TILES WITH MEP PRIOR TO PLACING ORDER. RE: FINISH SCHEDULE SHEET Al2.10. PROVIDE 120 CT. 06 EXISTING CEILING AND LIGHT FIXTURES TO REMAIN IN AREAS DESIGNATED "NOT IN CONTRACT (NIC)", TYP. GENERAL NOTES A RE: ADD DRAWING SERIES FOR SCHEDULES, LEGENDS, SYMBOLS AND ABBREVIATIONS. B RE: A00.40 FOR TYPICAL DEVICE MOUNTING LOCATIONS. C ALL ACOUSTICAL CEILING HEIGHTS ARE MEASURED FROM TOP OF CONCRETE DECK. D CENTER ALL EXIT SIGNS, SMOKE DETECTORS, ETC. IN THE CENTERLINE OF CORRIDORS AND CENTERLINE OF LIGHT FIXTURES, UNO., OR VIOLATION OF APPLICABLE CODES WOULD OCCUR. E INSTALL REGISTERS AND LIGHT FIXTURES WITHIN GRID LINES. INSTALL SPEAKERS, LIGHT FIXTURES, AND OTHER CEILING ELEMENTS IN THE GEOMETRIC CENTER OF ACOUSTICAL UNITS OR CEILING PANELS, UNO. F IN ACOUSTICAL CEILINGS, LOCATE ALL SPRINKLER HEADS IN THE GEOMETRIC CENTER OF PANELS, UNO. J RE: MEP DRAWINGS FOR DESIGN OF MECHANICAL AND ELECTRICAL SYSTEMS. ARCHITECTURAL PLANS GOVERN FOR LOCATION OF ITEMS INSTALLED IN CEILINGS. NOTIFY ARCHITECT IF CONFLICTS OCCUR. K RE: ELECTRICAL DRAWINGS FOR FIXTURE SCHEDULE, EXIT LIGHTS AND OTHER LIFE SAFETY DEVICES. L ARRANGE CONCEALED ITEMS TO PROVIDE ADEQUATE CLEARANCES FOR CEILING AND ITS DEVICES. M VERIFY ACCESS PANEL LOCATIONS WITH ARCHITECT PRIOR TO LAYOUT OF WORK REQUIRING ACCESS. N FINISH HVAC DIFFUSERS AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNO. 77 v1iurvv EXISTING - NOT PART OF SCOPE 271 SF -A REFLECTED CEILING PLAN - LEVEL 01 SCALE: 1/8" =1'-0" 01 ==ACOUSTICAL (� CEILING AND GRID FLUORESCENT LIGHT FIXTURE ® LINEAR LIGHT FIXTURE ® CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECI�! .01 www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ®�,,/ N Z n/\ `-D J � w CDQ- U CD °° J U)00 = ZU' Uj QT— Q o T— a U) J L N CD W M H „ V W' d W H U) ISSUES & REVISIONS Issue # Issue Date Issue Description 1 06/03/2019 ISSUE FOR PERMIT 2 07/24/2019 CITY COMMENTS o, 3 12/09/2019 JADDENDUM #1 REVIEWED FOR RECI��ED CODE COMPLIANCE APPROVED CITY OF `I'UKWILA JAN 0,7 2020 FEB 28 2020 PERMIT CENTER City of Tukwila BUILDING DIVI.Rtnnr 9951 REGISTERED ARCHITECTS CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 12109/2019 �WASHINGTON REGISTERED ARCHITECT 9951 J SHEET TITLE EREFLECTEDNG PLAN(1) j ReSNorth ted SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 © 2019 Gensler VEST C PI RE <CC 11 IIIIII � SHEET II NOTES 01 STAINLESS STEEL CORNER GUARDS: 8'-0" LONG W/ 3112" LEG, SCREW ON. TO FASTEN APPLY CEMENT PRIOR TO FASTENING TO CORNER. MOUNT 6" A.F.F. 02 SEAL ALL CONCRETE BELOW RAISED ACCESS FLOOR (CO01) REFER TO FINISH SCHEDULE A00.20 03 ALL EXPOSED WALL AND STRUCTURE ABOVE 12'-0" A.F.F. TO BE PAINTED PT05 04 ON ALL FIRE RATED PARTITIONS, PROVIDE EFFECTIVELY & PERMANENTLY IDENTIFIED SIGN OR STENCILING (PAINTED W/A CONTRASTING COLOR). LOCATE BELOW RAISED ACCESS FLOOR & ABOVE SUSPENDED CEILING OR GRID. IN AREAS W/OUT CEILING GRID, LOCATE SIGN OR STENCILING AT 14'-0" A.F.F. REPEAT SIGN OR STENCILING AT INTERVALS NOT TO EXCEED 30'-0" HORIZONTALLY. SIGNOR STENCILED LETTERING TO BE FIN HEIGHT & READ: "X HOUR FIRE RATED PARTITION - PROTECT ALL OPENINGS" (X=FIRE RATING DESIGNATION). REF 2/A00.30 05 COLUMNS TO BE PAINTED PT03 06 PROVIDE NFPA PANEL SIGN FOR SPECIFIED ELECTROLYTIC CHEMICAL WITHIN THE VALVE REGULATED ACID BATTERIES WITHIN THE UPS ROOM. PROVIDE PANEL SIGN AT EACH BATTERY RUN AND ON THE INACTIVE LEAF (OUTSWING SIDE) OF THE DOOR INTO UPS ROOM AND ON THE SINGLE DOOR (OUTSWING SIDE) INTO THE ELECTRICAL ROOM. LOCATE SIGNAGE CENTERED ON DOOR 60 INCHES ON CENTER A.F.F. REF 3/A00.30. 07 PAINT WALL PT-061 RB-02. 10 09 08 � 01 p2 03 04 05 07 06 � I GENERAL NOTES A. RE: A00 DRAWING SERIES FOR SCHEDULES, LEGENDS, SYMBOLS AND ABBREVIATIONS. B. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. C. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. D. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS, AND COVED, TOP SET RESILIENT BASE AT RESILIENT FLOORING, UNO. E. PROVIDE LEVEL 4 GYP. BOARD FINISH ON ALL PARTITIONS, UNO. F. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS FOR EACH SUBSTRATE, UNO. G. NOT USED H. PAINT ALL OPEN PLEMUM SPACE, INCLUDING DUCTWORK, CONDUIT AND OTHER EQUIPMENT "PT05", UNO. J. RE: DOOR SCHEDULE FOR COLOR OF DOORS AND FRAMES. K. RE: ELEVATIONS FOR MILLWORK FINISHES. L. RE: Al2.10 FOR FLOORING TRANSITION DETAILS. COORDINATE TRANSITIONS WITH ARCHITECT. M. REPLACE BROKEN AND DAMAGED BLINDS THROUGHOUT AS REQUIRED. N. REFER TO SHEET Al2.10 FOR FINISH SCHEDULE. LEVEL 01 - FINISH PLAN 2 SCALE: 1/8" = V-0" ROOM SIGNS RM NO. TEXT SIGN DIM. I SIGN SPEC 136 DATA HALL 3 6"X4" I CUSTOM SIGN 137 UPS ROOM 2 6"X4" CUSTOM SIGN 138 UPS ROOM 3 6"X4" CUSTOM SIGN 139 MECH-8 6"X4" CUSTOM SIGN 140 MECH-9 6"X4" CUSTOM SIGN 144 VESTIBULE 6"X4" CUSTOM SIGN BY ADA CENTRAL INC. COLOR: BLUE, TEXT COLOR: HIGH CONTRAST WHITE, BRAILLE #2 *NOTE: 2 SIGNS REQUIRED FOR ROOMS 120,121,123 & 124. EXISTING WALL TO REMAIN NEW PARTITION 13301xx 1 HR. RATED PARTITION 9g Xx-99 WALL FINISH nECEIVED BASE FINISH CITY OF i i}i VIVA JAN 07 2020 Ug FLOOR FINISH PERMIT CENTER FLOOR FINISH TRANSITION 123 ROOM SIGN LOCATION NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE f� E§ 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222A453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 • CO 00 U) 00 w Q w Uj a U) J L N � d" M � F- ISSUES & REVISIONS Issue # Issue Date Issue Description 1 06/03/2019 ISSUE FOR PERMIT 2 07/24/2019 CITY COMMENTS o, 3 12/09/2019 ADDENDUM #1 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISION I V,9951 REGISTERED ARCHITECT CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 12/09/2019 I`WASHINGTON REGISTERED ARCHITECT 9951 j SHEET TITLE EFINISHPLAN ;%f�Ited \ I /Ref. North SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 © 2019 Gensler FINISH SCHEDULE SYMBOL MANUFACTURER/DESCRIPTION SYMBOL MANUFACTURER/DESCRIPTION BASE - RUBBER BASE TYPICAL PAINT MANUFACTURER: ARMSTRONG MANUFACTURER: BENJAMIN MOORE ULTRA SPEC SCUFF-X INTERIOR PAINT: RB02 STYLEISERIES COVE PT01 COLOR: CHANTILLY LACE COLOR: SHALE SIZE: 4" HIGH FINISH: EGGSHELL NUMBER: OC-65 NUMBER: 13 LOCATION: REF PLAN, PUBLIC AREAS LOCATION: REF PLAN, AT (PT04) & (PT03) WALLS TYPICAL PAINT MANUFACTURER: BENJAMIN MOORE ULTRA SPEC SCUFF-X INTERIOR PAINT PT02 COLOR: CHANTILLY LACE FINISH: SEMI GLOSS NUMBER: OC-65 LOCATION: REF PLAN, DATA CENTER PAINT MANUFACTURER: BENJAMIN MOORE ULTRA SPEC SCUFF-X INTERIOR PAINT PT03 COLOR: CLASSIC GRAY FINISH: SEMI GLOSS NUMBER: 1548 LOCATION: REF PLAN, EXPOSED COLUMNS & BACK OF HOUSE AREAS ACCENT PAINT MANUFACTURER: BENJAMIN MOORE ULTRA SPEC SCUFF-X INTERIOR PAINT: PT04 COLOR BLUEBERRY FINISH: EGGSHELL NUMBER: 2063-30 LOCATION: REF PLAN DOORS AND FRAMES PAINT MANUFACTURER: BENJAMIN MOORE ULTRA SPEC SCUFF-X INTERIOR PAINT PT05 COLOR: STORMY SKY FINISH: SEMI GLOSS NUMBER: 1616 LOCATION: DOORS AND FRAMES NOTE: DRYFALL PAINT AT EXPOSED CEILING AREAS, REFER TO FINISH PLAN AND RCP ACCENT PAINT MANUFACTURER: BENJAMIN MOORE ULTRA SPEC SCUFF-X INTERIOR PAINT PT06 COLOR: GRANDMNS SWEATER FINISH: EGGSHELL NUMBER: 787 LOCATION: REF PLAN FIBERGLASS REINFORCED PANEL CONCRETE FLOOR SEALER PFOI ool cNOTE: MANUFACTURER: CS ACROVYN COLOR: CHARCOAIL NAME:MA-279 CONCRETE DENSIFIER AND DUST REDUCER MANUFACTURER: SEALBOND NUMBER: 162 LOCATION: DOCK WALLS ONE COMPONENT WATER BASED LITHIUM BASED SOLUTION DESIGNED TO NOTE: V-2"H IGH DENSIFY CEMENT AND CONCRETE SUBSTRATES. WATER BASED MATERIAL WITH NO VOC CONTENT. TYPICAL CEILING TILE CARPET CLOI cpol MANUFACTURER: CERTAINTEED STYLEISERIES PERFORMA FINE FISSURED #HHF-167, TRIM EDGE, LAY -IN PANELS COLOR: SILVER: LINING NAME:MUTINEER TILE - B366 MANUFACTURER: MOHAWK GROUP - BIGELOW SIZE: 24"X 24" STYLE/SERIES: RENEGADE COLLECTION LOCATION: REF RCP COLOR: THRILL SEEKER - 358 SUPPLIER: PURCHASE THROUGH LOCAL DISTRIBUTOR - SEE CERTAINTEED DESCRIPTION: QUARTER TURN INSTALLATION CONTACT INFO PROVIDED PATTERN NAME: MUTINEER LOCATION: REF PLAN SUSPENDED CEILING GRID: VENDOR CONTACT: SUSAN LEATH, 972.467.5785 CERTAINTEED CLASSIC STAB, INTERMEDIATE DUTY, 15/16" COLOR: STD. STOCK WHITE CS1 2-12-15 MAIN RUNNERS, 1Z LENGTH - (20 PCS PER CARTON / 240 LF PER PORCELAIN FLOOR TILE CARTON / 50 CARTONS PER PALLET CS2.12-12 CROSS TEES Z LENGTH - (60 PCS PER CARTON / 120 LF PER CARTON / 100 CARTONS PER PALLET MANUFACTURER: CONCEPT SURFACES WA15-15WALLANGLE TI-01 STYLE/SERIES: ACADIA PURCHASE THROUGH LOCAL DISTRIBUTOR - SEE CERTAINTEED CONTACT INFO COLOR: MUD PROVIDED FINISH: MATTE SIZE: 12"X24" CONTACT: GAYNOR SHERER OR TONY BOXELL DESCRIPTION: SPACERS REQ'D FOR INSTALLATION PHONE: 281-655-8433 GROUT: NATURAL GROUT: 1/8" EMAIL: GS@SPECINTERIORS.COM OR TB@SPECINTERIOR&COMI LOCATION: REF. FINISH PLAN VENDOR CONTACT: GEOFF GROSS, 972.386.4900 LEAD TIME FROM DATE OF ORDER: 4 WEEKS DIRECT SHIPMENT FROM FACTORY VIA LTL FREIGHT *SEE Al 2.51 FOR SEISMIC REQUIREMENTS STRUCTURAL CEILING SYSTEM PORCELAIN WALL TILE CL02 0 LOCATION: LE SUSPENDED N D E D CEILING I L I N G GRID: I D: MANUFACTURER: CONCEPT SURFACES STYLE/SERIES:ACADIA NAME: TATE GRID, ALUMINUM STRUCTURAL GRID SYSTEM TL02 COLOR: WHITE Ih TATE IMPERIAL GRID 24X24,3/8--16 BOTTOM SLOT FLOATING INSTALLATION FINISH: MATTE AT THE PERIMETER SIZE: 12"X 24" FINISH: CLEAR ANODIZED ALUMINUM DESCRIPTION: SPACERS REQ'D FOR INSTALLATION TATE WILL PROVIDE THE STRUCTURAL CEILING GRID MATERIAL AS GROUT: NATURAL GROUT: 118" REQUIRED FOR THE ENTIRE INSTALLATION WITHIN THE DATA HALL ROOM LOCATION: RESTROOM 121 INCLUDING CONNECTORS, INTERMEDIATE GRID TEES, 1T LENGTHS OF It VENDOR CONTACT: GEOFF GROSS, 972.386.4900 3/6"THREADED ROD TERMINATED WITH APPROPRIATE TURNBUCKLES. THE GENERAL CONTRACTOR WILL INSTALL. THE CEILING WILL BE SUPPORTED FROM THE CONCRETE DECK ABOVE BY 3/8"THREADED ROD ATTACHED TO THE CONCRETE DECK AS SPECIFIED BY THE STRUCTURAL DETAILS. GENERAL CONTRACTOR WILL INSTALL THE SUPPORTS ABOVE. TATE PORCELAIN TILE BASE STRUCTURAL GRID IS TO BE ALIGNED ON THE CENTERLINE OF THE 2'X2 RAISED FLOOR BELOW, ACOUSTICAL CEILING TILE MANUFACTURER: CONCEPT SURFACES MANUFACTURER:ROCKFON SERIES: PACIFIC TL03 STYLE/SERIES: ACADIA EDGE: SQUARE LAY -IN COLOR: MUD COLOR: WHITE FINISH: MATTE NOMINAL SIZE: ZX 2'SIZE: 4" HIGH X 24" DESCRIPTION: NON-STANDARD SIZED CEILING TILES ARE TO BE FACTORY CUT DESCRIPTION: SPACERS REQ'D FOR INSTALLATION TO FIT TATE GRID (23-7/3T X 23-7/32'). SUBMIT PRODUCT SAMPLES FOR GROUT: NATURAL GROUT: 3116" APPROVAL PRIOR TO PROVISION. INSTALLATION IS BY THE GENERAL LOCATION: REF. FINISH PLAN CONTRACTOR. VENDOR CONTACT: GEOFF GROSS, 972.386,4900 PERFORATED CEILING PANELS NOTE: CUT SIDE OF TILE TO FACE DOWN AT FLOOR MANUFACTURER: TATE NAME: IN -CEILING HIGH VOLUME RETURN GRILLS NOMINAL SIZE: 2'X 2'; NON-STANDARD SIZED PANELS ARE TO FIT TATE GRID (23-7/32- X 23-7137). CONFIRM QUANITY AND LOCATION WITH MEP PRIOR TO PROVISION. EXPOSED CEILING WINDOW FILM DESCRIPTION: OPEN TO ABOVE LOCATION: REF RCP STYLEISERIES: 3M ULTRA SERIES 600 OR LLUMAR 6MIL DESCRIPTION: APPLY TO INSIDE FACE OF GLAZING BEFORE INTERIOR WALL WF`01 CL03 CONSTRUCTION REFER TO MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PADS [— 1 —#4 x CONTINUOUS ALL AROUND cd L-DRILL AND EPDXY GROUT 13 DWL:S@1T (TYPICAL ALL AROUND PERIMETER) —ROUGHEN CONCRETE SLAB AND COAT W/ EPDXY BONDING AGENT PRIOR TO'POURING PAD TYPICAL HOUSEKEEPING PAD ON EXISTING SLAB ON GRADE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THIS DETAIL. RE: STRUCTRUAL. EQUIPMENT PAD DETAIL SCALE: 11/2" = 1'-0" 01 'ION STRIP Floor Transition DT—BT-0001 90 SCALE: 6"= 1'-0" 2 .E 4ORTAR BED IPPRESSION MEMB RESHOLD PATCHING COMPOUND Floor Transition STONE THRESHOLD SCALE: 6"= l'-O" 3 nEcovEn Cffy OF TUMVILA JAN 07 2020 PERMIT CENTER NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK VENGINEERING + DESIGN 3933 SW Kelly Avenue 503,222,4453 - Portland, Oregon 97239 www.vlmk.com NTETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 • 4m IND ISSUES & REVISIONS Issue # I Issue Date Description 1 1 106/03/2019 JISSUE FOR PERMIT 1 3 112/09/2019 JADDENDUM #1 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2020 City of Tukwila BUILDING DIVISION SEAL/SIGNATURE 9951 REGISTERED ARCHITECT STATE OF WASHINGTO CHAD YCISHINCIBU, AIA 12/09/2019 �WASHINGTCIN REGISTERED ARCHITECT 9951 SHEET TITLE DETAILS Sr,I,.As indicated SHEET NO: DRAWN. REVIEW: -A 0 EVIE . PROJECT NO.: 27.6699.045 Aa 2.1 2019 Gensler f V RULE I FOR RISER ROOM 6" CONCRETE SLAB WITH #5 AT 24" O.C. TRANSVERSE BARS AND AT 12" O.C. LONGITUDINAL BARS OVER 6" COMPACTED CRUSHED ROCK BASE - TYPICAL FOR EQUIPMENT PADS, SLOPE 0.5% MIN, VERIFY WITH CIVIL GRADING PLAN 2 3 O O O O O O O O 0 0 I GENAA110 I (1750KW) I I I GEN 11 (1750KW) 1 7 4 6 TOO O 0. 0. O- O O O O O O 1 1 I ANCHOR TRANSFORMER TO SLAB WITH MIN (4) 5/8" DIA x 3 1/2" EMBED STAINLESS STEEL SIMPSON 'STRONG -BOLT 2' WEDGE ANCHOR, o �c VERIFY MOUNTING HOLES OR o o o PROVIDE ANGLE BRACKET EACH 1 E� z o I CORNER, TYPICAL o - 0 ANCHOR CONDENSER TO SLAB WITH 3/8" DIA x 2 1/2" EMBED STAINLESS STEEL CONCRETE WEDGE ANCHOR EACH LEG, TYPICAL i NGE AC110 (1750KW) 00 00I 1 1 1 INFILL DOCK LEVELERS 6 TMP t0 TYP PER,/ -'a, TYPICAL S3.0 S3.0 S3.0 BA UPSBA110 MBCBA110 MDS A110 TSA BAtlO o ATSB8110 MDS�110 MBCBA110 UPSBA110 BA BAT' UPS-4 INFILL OPENINGS 1407 PER 9 , TYPICAL S3.0 BAT 6AT T BA BA UPSBC110 MBCBC110� MBCBD110 UPSBD110 BA A BAT BA BA NOTE: CORRIDOR SEE DETAIL (5/S3.0) FOR EQUIPMENT 139 ANCHORAGE REQUIREMENTS. DPBr110 MDPB 110 PDUBA110 PDUBB110 PDUB1110 PDUBD110 PDUBA210 PDU88210 POUBC210 PDUBD210 I MDPB 1t0 MDP8D110 _ V up MECH10 y 138 1 i I 1 1 I I I I 1 1 DATA HALL 3 1 1 137 1 I 1 i 1 i rt CORRIDOR 12 11 10 O 9 0 0 p 6" CONCRETE SLAB WITH #5 AT 24" O.C. p TRANSVERSE BARS AND AT 12" O.C. p 0 8 LONGITUDINAL BARS OVER 6" O O COMPACTED CRUSHED ROCK BASE- D TYPICAL FOR EQUIPMENT PADS, ANCHOR UNIT TO SLAB WITH 3/4" DIA ANCHOR UNIT TO SLAB WITH 3/4" DIA 1 SLOPE 0.5% MIN, VERIFY WITH CIVIL x 3 3/4'. EMBED STAINLESS STEEL x 3 3/4" EMBED STAINLESS STEEL 0 ° GRADING PLAN WEDGE ANCHOR IN EXISTING WEDGE ANCHOR IN EXISTING p 0 MOUNTING HOLES, MIN (6) PER SPLIT i MOUNTING HOLES, MIN (4) PER SPLIT p 0 o ° 1 FRONT 0 6 i DNT z � � N ' UMCA0100 TYP ATS� � fY MDSBC 10 3D110 UPS-3 // 10 1 NEW OPENING IN i PREVIOUSLY INFILLED SECTION AS NECESSARY, ADDITIONAL REINFORCING NOT REQUIRED (MAX OPENING SIZE OF 36" x 24") n -- (A-i50} CORRIDOR '�- CRA21000 PDUC2000 135 CRA22000 (DA-150) i aMECH 7 1 C }g000 (OA_}50} ui (DA-150} 1 CRA23000 PDUD2000 (DA-150} 1 i o 0 1 SEC OSEC n 02,000 BMP 03000 F AC 02000 EPO 02000 I 1 1 1 UP co 1Rac —_ DATA HALL 2 1 1 SEE DETAIL (51S3.0) FOR 1 i 1 i I i i y 1 6 -- 1 ANCHORAGE EQUIPMENT REQUIREMENTS. CR05000 02000 (DA-150) CU05000 1 PDUBA310 PDUBB31 � ¶ CRA1"700 � FOUNDATION/EQUIPMENT LAYOUT PLAN GENERAL NOTES: 1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. 2.) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES. 3.) SEE DETAIL 71S3.0 FOR CABLE TRAY SUPPORT STANCHION AND DETAILS 11/S3.0 AND 12lS3.0 FOR CABLE TRAY SUPPORTS. SEE ARCH. DWG. FOR LOAD AND EXTENT. 3 AREA OF WORK KEY PLAN LAYOUT REVISION) LAYOUT REVISION) AN.dwg Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 mVLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www,tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 J U xN J Ids _1 0 00 Q = V) w to Q Q E— o a � CO cm 'Ci' CO a w, o F— UJ SEAL p9 JAN 67 2020 �.s7�� ERM►T CENTER B SHEET TITLE FOUNDATION AND EQUIPMENT PLAN 01 SHEET NO. DRAWN: KRS 1.0 REVIEWED: JCS PROJECT NO.: 20190072 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. (N) C10 X 15.3 IN) CIO X 15.3 (N) C10 X 15.3 `- F T. CONDO 12" ° F. CONDO. Z i a TYR U CON00113 I r a �( Rthl 3 1 p�( 1' x �r 1 l+ h 1 ' - J �_� F T�CONO'0 _� s� N)C10X .J �_ (F' . CON00 �P' Nj-E10`X FU CON -- - d. h' - ui m n S3.0 J v n. y_�Ld 10 ;? (N) C10 X 15.3 (N) C10 X 15.3 ( 10-X 5.3 NOTE; VERIFY UNIT NOTE: VERIFY UNIT ORIENTATION AND THIRD w SUPPORT LOCATION WITH w w ORIENTATION AND THIRD SUPPORT LOCATION WITH 1 4x4 LSL 1.7E, TYPICAL FUT. N0031, 4x4 LSL 1.7E, TYPICAL (N) C10 X 15.3 (N) C10 X 15.3 (FIT. EtTH(ifJd$3v 1 ,� (N) . 1_ X 1 .3 �a J �a IJ Na �( E- a - qOX w z 'xa%F! 'N)C10X x ` h zFUT. - ����� CON 323,N)C.3 g- .3 (N} 0 IN) CIO X15.3 IN) CIO X15.3 IN) CIO X15.3 IN) CIO X15.3 - NEW 3-FAN NEW ERP UNIT, EXISTING 2x4 SUBPURLINS FUTURE 3-FAN 1 FUTURE ERP UNIT, CONDENSER, TYPICAL AT 24" O.C., SEE NOTE 6, CONDENSER, TYPICAL TYPICAL W = 340 LBS. TYPICAL THROUGHOUT TYPICAL W = 340 LBS. x v W = 1556 LBS. W = 1556 LBS. - X w x W l v W l I M x W w F 1 NEW 3-FAN NEW ERP UNIT, NEW C10 X 15.3 SECURED FUTURE ERP UNIT, FUTURE 3-FAN CONDENSER, TYPICAL TYPICAL SIDE OF EXISTING 4 X 14 TYPICALCONDENSER ICAL GLU-LAM BEAM HINGE W=1556LBS. W = 340 LBSPURLIN, TYP. AT UNITS /TO SEE DETAIL10(N) W340 LBS. W = 1556 LBAS OCCURS C10 X 15.3 C10 X 15.3 .t� yi11:��u.'8 �F T. CON00213 (N C10 X 15.3 _ -- r J � •- J q TYP „ 1 � � J ..�.��.�.��� 1 ♦N) y r V (w- �����. �, w C10 X 1 .3 N) C10 X .3 s LE'T:µER.i(.�L, Zyp. FUT CON00223 _ � (x ,. I x(1 ' vw wi vn '....� xn 1 IN) C10X 15.3 N)C10X .3 N) CIO .3 N)C10 5J v (FUT.)CON00413 v - .� x - d.w m aw m d, ui N M _ N C10X .3 `� N) CIO X..3. v w E1 FUT. CON00423 ui ' J IN) C10X 15.3 IN) CIO X 15.3 ( C10-XA5. i x W s1 yr Z w 3 I S3.0 i I i I I 03 (NEW VS FUTURI LAYOUT RI 24'-0" 24'-6" 24'-6" U ROOF FRAMING/EQUIPMENT LAYOUT PLAN LEGEND: INDICATES NEW CONDENSER UNIT C7 INDICATES FUTURE CONDENSER UNIT I/ \I L.! (E) - INDICATES EXISTING ELEMENT (N) - INDICATES NEW ELEMENT 1/n = 1'-u GENERALNOTES 1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. 2.) REMOVE EXISTING SKYLIGHTS AS NECESSARY. INFILL HOLES WITH 2 X 6 SUB-PURLINS AND SIMPSON'LUS26' FACE MOUNT HANGERS. SHEATH WITH 1/2" APA RATED SHEATHING AND NAIL WITH 10d AT ALL PANEL EDGES AND 12" O.C. IN FIELD. 3.) EXISTING FRAMING DETERMINED FROM EXISTING "AS -BUILT" DRAWINGS FROM 1990. 4. C T C I U Y G O N 6.) REVIEW EXISTING 2x4 SUB-PURLINS FOR DAMAGE, EXCESSIVE DEFLECTION, 03 OR A SLIPPED END HANGER. REPLACE AS NECESSARY WITH 2x6 AND SIMPSOWLUS26' HANGER EACH END. 6.) NOTE: ALL WATERPROOFING OF ROOF CONNECTIONS BY OTHERS EQUIPMENT VISION) 7 AREA OF WORK RECEIVED CITY CI= wirWILA a,. JAN 07 2020 PERM11' CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 h � t ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www,vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 V xcm w /�.`,/� ( ! 00 v _J J � 00 =' W W co < Qo� Q co a LO cm Q VJ ISSUES & REVISIONS No. Date Description 1 06/03/19 ISSUE FOR PERMIT 2 07/24/19 CITY COMMENTS p1 (NO CHANGES) 3 09/12/19 CITY COMMENTS 02 (NO CHANGES) 4 12/09/19 ADDENDUM #1 p3 REVIEWED FOR APPROVED HEMP 2 8 2020 City of Tukwila RI III n1mr. SEAL SHEET TITLE ROOF FRAMING AND EQUIPMENT PLAN oe SHEETNO. DRAWN: KRS REVIEWED: JCS PROJECT NO.: 20190072 ■ PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. CONDENSING UNIT BY OTHERS I I SECURE EACH LEG I I I OF UNIT TO SLEEPER I WITH 1/2" DIA. X 4" EXISTING 2 X 4 I ! I I LAG BOLT SUB-PURLINS I I ! I AT Z-0" O.C. I I I I 1 ! I ' I NEW SUPPORT FRAMING PER I I 1 PLAN. SECURE WITH SIMPSON i I I i 'LUS44' HANGER, TYPICAL 1/4"DIA. X8"SIMPSON r r SDS SCREW -SEE CONNECTION LAYOUT BELOW EXISTING SECURE NEW CHANNEL PLAN PURLIN TO SIDE OF EXISTING WATERPROOF UNIT B PER PLAN A PURLIN WITH 1/4" DIA. X 3" ANCHORAGE THROUGH SIMPSON'SDS' SCREWS SUPPORT LEG OF CAP FLASHING BY OTHERS EXISTING BEAM AT 12" O.C., ON 6" STAGGER. NEW CONDENSER PER PLAN A NEW SHEET METAL CAP EXISTING 2 X 4 FLASHING BY OTHERS B X REQ'D. EXISTING 4 X 14 AT AT Z-0" O.C. NEW CAN AND ROOFING. 3/16 8'.0" O.C. TYPICAL PATCH AS RED D. BY OTHERS SECURE SLEEPER WITH (4) SIMPSON AMING PLATES SIMPSON-1 RR 9 X 12D SWITH CREWS REQ'D. � �NE. P.T. BLE SLEEPER 3" (CE NEW OR EXISTING �— i FRAMING. VERIFY UNIT ALIGNMENT TO ALLOW 1 1/2" _— PLACEMENT BETWEEN L4 X 4 X 1t4 BUCKET SECURED TO _ _ �, EXISTING 2 X 4 RUNS EXISTING BEAM WITH (12) 1/4" DIA. X 3" SIMPSON'SDS'SCREWS to LO UNIT WIDTH 6" (. '( AS NECESSARY A T 4 X 4 SUPPORT HEADER LOCATIONS N (�q�) SECT —ION m A SLEEPER 1 CONDENSER SUPPORT DETAIL 2 SLEEPER DETAIL 53.0 S10-0I.dwg 1"=70" S3. S10-02.dwg 1"=,,•0„ EXISTING 2 X 4-J SUB-PURLIN AT 2'*' O/C. EXISTING PURLIN --- PER PLAN NEW 4 X 4 LSL BELOW WITH SIMPSON'LUS4X4' FACE MOUNT HANGERS PER PLAN CONDENSER SUPPORT DETAIL 1/2" DIA. X 3" EMBED CONCRETESCREW 5/$" DIA. X 3 1(4" EMBED (6) 1t2" DIA. X 3" EMBED LEMBED "DIA. X 3" MIN 5/8" DIA. X 3 1/4" EMBED (7) MOUNTING ANGLES ANCHORS IN EXISTING CONCRETE SCREW CONCRETE SCREW CONCRETE CONCRETE SCREW BY EQUIPMENT HOLES, (15) TOTAL ANCHORS IN EXISTING ANCHORS IN EXISTING ANCHORS ANCHORS IN EXISTINGMANUFACTURER MOUNTING HOLES, (4) PER SPLIT FHOLES TING HOLES HOLES, MIN. (4) TOTAL BRACKET WITH (8) 3"MIN 3"MIN HOLES, BY 3" MIN EQUIPMENT A A A AMANUFACTURER B TYPICAL 8 B TES ur OA #3 AT 48"O.C. EACH WAY, MINIMUM 4" EPDXY EMBED DOWEL TO (EXISTING) SLAB C C C C A SWITCHBOARD ANCHORAGE /� ATS UNIT ANCHORAGE C BATTERY CABINET ANCHORAGE D CRAC ANCHORAGE (IN UPS ROOM) E UPS MODULE ANCHORAGE Q 3 1/2" HOUSEKEEPING �j PAD WITH #3 AT 24"O.C. EACH WAY AT TOP �C (EXISTING) CONCRETE SLAB MIN 1/2" DIA, BOLTS IN EXISTING HOLES, NOTE: USE STAINLESS STEEL ANCHORS MIN. 5/8" DIA. X 3 1/4" MIN. (6) TOTAL MINIMUM 112" FOR ALL EXTERIOR EQUIPMENT. EMBED CONCRETE BOLT (2) UNITS SCREW ANCHORS IN DIAMETER x 3" EMBED TOGETHER WITH 318" EXISTING HOLES, MIN. CONCRETE SCREW (MAIN MIN 1(2" DIA. X 3" EMBED DIAMETER BOLTS IN ($}TOTAL SECTION) CONCRETE SCREW ANCHOR IN EXISTING 3J8" DIA x 1 5(8" EMBED EXISTING HOLES ANCHORS IN EXISTING HOLE AT EACH CONCRETE SCREW FLOOR STAND BY CORNER ANCHOR IN EXISTING QA EQUIPMENT HOLES EACH LEG, MIN. A 1 r�1 - HOLE AT EACH CORNER .7/r.,� nnann rcnrn r°co (8) TOTAL fja/__n. "�. PDU ANCHORAGE r ANCHORAGE DETAILS C CRAC ANCHORAGE (ON FLOOR STAND) v NEW 6" CONCRETE SLAB EXISTING CONCRETE SLAB WITH #5 AT 24" O.C. EACH WAY, EPDXY DOWEL MIN 4" INTO EXISTING SLAB' o' NEW 6" CONCRETE WALL-------., WITH #5 BARS AT 18"SnCf1FX` O.C. EACH WAY, EPDXY o DOWEL MIN 4" INTO Q 4 EXISTING WALL AND ' SLAB ALL SIDES a. e. EXISTING CONCRETE v SLAB/ DOCK LEVELER EXISTING CONCRETE 4 COMPACTED TILT WALL CRUSHED ROCK EXISTING EXTERIOR SLAB OR ASPHALT 8 DOCK LEVELER INFILL DETAIL , -SMALL TRANSFORMER ANCHORAGE RPP UNIT ANCHORAGE " J EXISTING CONCRETE TILT -UP PANEL EXISTING 6" THICK CONCRETE TILT -UP PANE HOLD MORTAR BACK 1/2" r AND CAULK AROUND ; • PERIMETER OF PANEL AND CMU SETBLOCKFLUSH TO INTERIOR FACE NOTE! LAP BARS 18" AS NECESSARY FOR BAR NOTE: SPLICES AS REQ'D. - 10 CMU WALL INFILL 10 SEE ARCH. FOR 53.0 TYPICAL S30 EXTERIOR FINISH REQUIREMENTS #4 AT 24" O.C. IN GROUTED CELLS #4 IN BOND BEAM AT 48" O.C. Itt- EXISTING EXTERIOR ASPHALT PAVING EXISTING CONCRETE `SLAB ON GRADE + PROVIDE (2) #5 BARS AT EACH SIDE OF OPENINGS, EXTEND BARS 32" PAST EDGE OF OPENING, TYPICAL --j-------------------------------------------------- ------ 9 CMU INFILL AT OH DOORS S3. CMU-INFILL.dwg am- =75- DOWEL VERT. & HORIZ. REINFORCING INTO EXISTING TILT -UP PANEL WITH 4" EMBEDMENT (SPECIAL INSP. REQ'D.) SECURE UNIT TO SLEEPERS WITH (4) 1 1/2" X 1 112" X 12 GA. X 2" LONG CLIP ANGLES WITH (2)#9 X 1 1/2" SCREWS EACH LEG. NOTE: VERIFY COMPATIBILITY OF CONNECTION WITH EQUIPMENT CABINET INTERNALS. CONDENSING UNIT PER PLAN 6X6X2'-6"MIN. LONG P.T. SLEEPER EACH END OF UNIT SEE DETAIL S3.0 SIM. iYB1MIY LEG OF CONDENSING UNIT, BEYOND 3/8" DIA x MIN 3" EMBED LAG SCREW WITH PLATE WASHER AT EACH SLEEPER WATERPROOF UNIT ANCHORAGETHROUGH CAP FLASHING BY OTHERS SLEEPER PER DETAIL (2/S3.0), TYPICAL `- NEW CANT/CRICKETAND ROOFING BY OTHERS, TYPICAL ERP SUPPORT DETAIL GENERATOR ASSEMBLY BY OTHERS — SECURE GENERATOR ASSEMBLY WITH MIN (14) 5/8" DIA. X 3 1/2" EMBED STAINLESS STEEL SIMPSON \ 'STRONG-BOLTZWEDGE \\j( v ANCHORS IN BOLT PATTERN ` EXISTING ON TANK FRAME. VARIES <q SLAB AND REINFORCING ' PER PLAN 6 GENERATOR ANCHORAGE DETAIL S3. V S10-05.dwg 1" = V-0" POST PER DETAIL, TYI DIAGONAL BRACE PEF DETAIL, TYI ELEVATION OF DIAGONAL BRACES 1 /8'r=1'-0" MIN 3 1/2 x 12GA MIN 4x6 BLOCKING, SECURE 70 STUDS ASSUMED METAL STUD FRAMING WITH SHEET METAL CLIPS. SECURE UNISTRUT'P5500' DRY WALL TO BLOCKING WITH DIAGONAL BRACE MIN (4)#8 DRYWALL SCREWS BETWEEN COLUMNS AT 24'-0" O.C. MAX WITH'P1843' �1 ADJUSTABLE HINGE 1 EACH END, TYPICAL UNISTRUT POST AS OCCURS L UNISTRUT POST ASOCCURS &E--NEW STUD WALLS BC�J-STING WALLS VARIES PER ARCH, 12'-0" MAX UNISTRUT'P1026ANGLE FITTING WITH 3/8" DIA x 3" LAG SCREW TO 46 +1� OA OR OB --� 10 CMU INFILL SECTION S3.0CMU-SECT.dwg BLOCKING AT EACH UNISTRUT POST, CONDUITS BY OR'P5500' DIAGONAL BRACE WITH OTHERS, VERIFY 'P1843' HINGE EACH END AT MAX SPANS FOR V-0" 24'-0" O.C. BETWEEN POSTS SUPPORT FRAMING PER PLAN CABLE TRAY A SECTION ERP UNIT BY OTHERS 3/8" DIA BOLT WITH CHANNEL NUT AT EACH MOUNTING HOLE, (8) TOTAL UNISTRUT'P1001T OR EQUIVALANT ACROSS CANTILEVERED STRUTS TO SUPPORT UNIT, 3(8" DIA BOLT TO CANTILEVERED STRUT EACH END UNISTRUT'P1001T OR EQUIVALANT EXTENDING FROM EXISTING SLEEPERS EACH SIDE OF UNIT V=,,0., (2) 5/8" DIA. THREADED ROD TYPICAL (2) 2" DIA. STD. STEEL PIPE TYPICAL "CHATSWORTH" TALL STAND PIPE. CABLE RUNWAY STANCHION RAISED COMPUTER ACCESS FLOOR BY OTHERS (4) 3/8" DIA. DROP -IN ANCHOR TYPICAL J NOTE: STANCHION SUPPORT (4) 3/8" DIA. BASED ON 25 PLF CABLE TRAY EXISTING THREADED ROD - WEIGHT WITH STANCHION CONCRETE FLOOR TYPICAL SUPPORT AT 8'-0"D.C. SEE ARCH. FOR EXTENT 7 ELEVATION VIEW OF CABLE TRAY S3' (AT RAISED FLOOR) cable-tray.dwg "=V-0" UNISTRUT'P5500' HORIZONTAL BRACE BETWEEN POSTS, TYPICAL IF DIAGONAL BRACES ARE USED UNISTRUT'P5500' HORIZONTAL r r i rr ----- ------------ ------------____ r 0 o BRACE BETWEEN POSTS, TYPICAL IF ---------------------------- DIAGONAL BRACES ARE USED UNISTRUT'P5501' ° STUD WALL B rc AT MAX B'-0"O.C. \ or OTHERS,AS OCCURS STUD WALL BY 1 UNISTRUT'P5500' OTHERS,VERIFY J i MIN 5/8" GYP EACH KNEE BRACE WITH SIDE WITH MIN P1843'ADJUSTABLE i r Q Q r FASTENING, HINGE EACH END, TYPICAL TYPICAL i UNISTRUT'P5501' POST WITH'P2453' BASE AND NOTE: SUPPORT DESIGN 3/8" DIA x 1 5/8" EMBED BASED ON 37 PLF CABLE TRAY SCREW ANCHORS TO o WEIGHT WITH SUPPORT SLAB, TYPICAL BEAMS AT T-0" O.C. SEE ARCH. FOR EXTENT 11 CONDUIT SUPPORT DETAIL S3. (AT STUD WALLS) 03 UNISTRUT'P5501' AT MAX 8' O.C. UNISTRUT'P5500' BRACE AT EACH HORIZONTAL WITH 'P1281' ANGLE FITTING nm: UNISTRUT'P1281' ANGLE FITTING WITH 1 L 318" DIA x 3" EMBED 1 SCREWANCHORTO EXISTING CONCRETE /q��TILT WALL ( -- CONDUITS BY OTHERS, VERIFY SPANS FOR 6-0" -14'-0" MAX 2 AT MAX V-0" O.0 . AT MRX 8'-0" O.C. UNISTRUT'P1026' Y ' UNISTRUT'P5500' N ANGLE FITTING WITH BRACE AT EACH 3/8" DIA x 1 5/8" EMBED HORIZONTAL WITH SCREW ANCHOR TO 'P128V ANGLE FITTING EXISTING CONCRETE TILT WALL, TYPICAL UNISTRUT'P5501' POST WITH'P2453' BASE AND 3/8" DIA x 1 5/8" EMBED SCREW ANCHORS TO SLAB, TYPICAL NOTE: SUPPORT DESIGN BASED ON 37 PLF CABLE TRAY WEIGHT WITH SUPPORT BEAMS AT 8'-0" O.C. SEE ARCH. FOR EXTENT 12 CONDUIT SUPPORT DETAIL S3. (AT TILT WALL) 1 =V-0" 03 nEGE1VEi? CITY GP i ilMVILA JAN 07 2020 PERMIT CENTER ) V400 Rodgem Road Ptx 261-374-8844 HOUSTON, TEXAS 77070 Fain 281-374-8M Tsx;4 % e _ VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 V W Uj W O C-D 00 co v, 00 Q VJ ^ � Q 0 N s�:D ca r W W I= co ISSUES & REVISIONS No. Date ----- Description 1 06/03/19 ISSUE FOR PERMIT 2 07/24/19 CITY COMMENTS 01 (NO CHANGES) 3 09/12/19 CITY COMMENTS 02 (NO CHANGES) 4 12/09/19 ADDENDUM it 03 REVIEWED FUR CODE CO MeE APPROVED FEB 2 8 2020 City of Tukwila SEAL III SHEET TITLE HVAC SUPPORT DETAILS SHEET N0. DRAWN: KAN ■ REVIEWED: JCS PROJECT NO.: 20160480 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 7 :a3 S 43r, rs.. - e; pa . sP- A 19 a mly 2 a 9 i u 1 20 ECT NUMBER: 27-6699.045 PROJECT NUMBER: EDCSEA01 DH03 F" -P0 q pernnIlItNo. Flan review approval is subject to errors and omissions Approval of construction documents does not authorize the violation of any adorned code or ordinance Receipt of approved Feld Copy and By n rlt nark edged. Date" o 712e 00 f.Tukwila BUILDING DIVISION REVISIONS No ct:arpes snail oe made to me scope of work wanoui pi.ot aDDrovai of the Tukwila Building Division. NOTE: Revisions will reauire anew Dian submittal and may inciude additional plan review. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: J3� 90912,019 Gensler 5005 Greenville Avenue Tel: 214.273.1500 Dallas, 'TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 p 04 X F-- CID J CL of LIJ CD 0 cv cvi00 CA o0 E C� Ir 23 r a C!) J v Q LO CN ✓" LU 0 W UJ C/) ISSUES & REVISIONS Issue # Issue Date Issue Description 1 06/03/2019 ISSUE FOR PERMIT L 2 107/24/2019 1 CITY COMMENTS m SEPARATE PERMIT REr�IUIRED FOR: (�/ Mechanical Electrical VPlumbing Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED �SE,P272019 City of Tuk ila BUILDING DIVISION SEALISIGNATURE 9951 REGISTF�RED CT ARC IT STATE7CHADOHWYOSHTON CHAO YOSHINOBU, AIA 06/03/2019 WASHINGTON REGISTERED ARCHITECT 9951 a 0 a SHEET TITLE ci COVER 4 Scale: d SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 © 2019 Gensler VICINITY MAP LOCATION MAP LEGAL DESCRIPTION LOT 2 OF CITY OF TUKWILA SHORT PLAT NO 90-2-SS RECORDING NO 9003121482 SO SHORT PLAT DAF -P OR OF GOV LOT 3 & OF SE 1/4 OF NE 1/4 OF SEC 09-23-04 TGW POR OF GOY LOT 5 & OF SW 114 OF NW 1/4 OF SECTION I0-23-04 - BAAP 70 FT RGT OF ENGR STA H 556+57.3 BEING A PT ON NELY MGN SHEET 1 OF 7 FOR RAN SR 99 S 118TH ST TO JUNCTION SSH NO 1-K APPROVED JULY 23,1957 EDPT BEING PT OF TANGENCY OF CURVE THRU POINT BEARING N 42-02-03 E 748.51 FT TH SELY ALG SO MGN &SAID CURVE THRU C/A OF D4-26-56 ARC DISTANCE OF 58.12 FT TH N 41-57-30 E 499.81 FT TH N 15-27-21 E 75.56 FT TO POB TH S 74-32-39 E 212.89 FT TH S 78-39-54 E 128.28 FT TH S 81-20-44 E 447.24 FT TAP OF CURVE CONCAVE TO N TH ELY ALG ED CURVE RAD OF 170 FT THRU C/A OF 15-51-28 ARC DIST OF 47.05 FT TH N 82.47-48 E 101,13 FT TO WILY MGN OF POR OF SECTION 9 CONDEMNED IN SUPERIOR COURT CAUSE NO 646697 TH S 07-08-23 E 544.81 FT ALONG WESTERLY MARGIN TO A LN 60 FT N OF & PLW ENGR B-LINE AS SHOWN ON SHEET 1 OF 7 FOR RPoV SR 99 SOUTH 118TH ST TO JUNCTION SSH 1-K APPROVED JULY 23, 1957 TH N 88-10.42 W 630.87 FT TAP 60 FT RGT OF ENGR STA B 648+00 SAID R/W PLANS TH N 79.41-19 W 359.21 Fr TAP 70 FT RGT OF ENGR STA H 551+64.4 SO PT ALSO BEING PT OF CUVE CONCAVE TO NORTH RAD PT BEARING N 10-18-41 E 748.51 FT TH NWLY ALG SO CURVE THRU C/A OF 30-03-04 ARC DISTANCE OF 392.59 FT TH N 41-57-30 E 499.81 FT TH N 15-27-21 E 75.56 FT TO POB DESIGN PROFESISONAL CONTACT DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: CHAD YOSHINOBU, ALA WASHINGTON REGISTERED ARCHITECT #9951 ADDRESS: GENSLER SEATTLE 1200 SIXTH AVENUE SUITE 500 SEATTLE, WA 98101 PHONE: 206.654.2100 PROJECT DESCRIPTION: INTERIOR WORK: Selective demolition of portion of existing interior walls, removal and infill of existing dock doors. Construction of new partitions, raised floors, drop ceiling, concrete housekeeping pads at new Data Hail 3 and Mechanical Rooms, Unintenupfible Power Supply (UPS) Rooms. Installation of mechanicallelectrcal equipment to support server cabinets (DATA CENTER). Installation of new lighting fixtures and emergency lighting. No change in use proposed under this permit (Warehouse). EXTERIOR WORK: Capping existing skylights above equipment space. Installation of new mechanical condensers and associated doghouses on roof. New equipment yard area to support electrical and mechanical infrastructure equipment for Data Hall 3 BUILDING ADDRESS: 3425 S.116TH STREET TUKWILA, WA 98168 PARCEL NO.: 102304-9043 ORIGINAL DATE OF CONSTRUCTION: 1991 ZONING BUILDING CODE: MIC/L-MANUFACTURING INDUSTRIAL CENTER/LIGHT APPLICABLE MUNICIPAL BUILDING CODE: TUKWILA MUNICIPAL CODE -TITLE 16 OCCUPANCY TYPE: BUSINESS CONSTRUCTION TYPE: Ilia PROJECT AREA: 13,955 SF TOTAL LEASE SPACE: 45,668 SF FIRE PROTECTION: APPROVED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 WITH MULTIPURPOSE DR CHEMICAL PORTABLE FIRE EXTINGUISHERS TYPE 2A 10BC, 5 LB. CAPACITY, SPACED AT 50'-0" TRAVEL DISTANCE AROUND THE FLOOR. PREACTION IN RAISED FLOOR AREAS AND MECHANICAL ROOMS. NOTE: FIRE SPRINKLER APPROVALS ARE NOT INCLUDED UNDER THIS PERMIT. BEFORE COMMENCING ANY WORK ON THE SPRINKLER SYSTEMS, PLANS MUST BE SUBMITTED AND APPROVED BY THE BUILDING SAFETY DIVISION. THE SYSTEM MUST BE INSPECTED AND APPROVED BY BUILDING SAFETY INSPECTION PRIOR TO CERTIFICATE OF OCCUPANCY. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE PLUMBING CODE: 2015 UNIFORM PLUMBING CODE AND STANDARDS MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE ELECTRICAL CODE: WASHINGTON CITIES ELECTRIAL CODE - 2017 edition of the NEC FIRE/LIFE SAFETY CODE: INTERNATIONAL FIRE CODE APPENDICES B, C, D & ANY AMMENDMENTS BY WESTERN FIRE CHIEFS ASSOCIATION AND INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ACCESSIBILITY CODE: IBC CHAPTER 11 AMENDMENT- 2015 IBC, (a) Appendix E, (b) ICC/ANSI At17.1-2009 ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE OCCUPANCY COUNTS FOR EGRESS AREA OF WORK: 1ST FLOOR (SINGLE STORY),14,175 SF TOTAL LEASE SPACE: IST FLOOR (SINGLE STORY). 45,668 SF OCCUPANCY PER 2015 IBC TABLE 1004.1.2 BUSINESS GROUP B (INCLUDING ACCESSORY USE AREAS)1/100 AREA: 45,668 SF OCCUPANT LOAD: SF POP <E> DATA HALL I - RAISED FLOOR (SERVERS)3,756 (3,800/100) 38 OCC. <E> LANDING 429 (430/100) 5OCC. <E> UPS ROOM 1 2,004 0 OCC. <E> MECH. ROOMS 102, 104, 105, 107 1,473 0 OCC. <E> FIBER ROOMS (MMR, ISS) 508 0 OCC. <E> STORAGE 630 (630/300) 3 OCC. <E> PRE -ACTION 89 0 OCC. <E> RESTROOMMAN 159 0 OCC. <E> CORRIDOR&OBBY/STAGEIVESTIBULE 2.852 0 OCC EXISTING 11,900 46OCC. <E> DATA HALL 2 - RAISED FLOOR (SERVERS)11,000 (11,000/100) 110 OCC. <E> STAGING 2,000 (2,000/300) 7 OCC. <E> MECH. ROOMS 5, 6,7 3,588 0 OCC. <E> STORAGE 1,726 (1,726/300) 6 OCC. <E> CONFERENCE/BREAKOUT 800 (8001100) 8 OCC. <E> VESTIBULE/SECURITY 210 0 OCC. <E> RESTROOM/JAN 159 0 OCC. <E> FIBER ROOM (IT-21 128 0 OCC EXISTING 19,611 131OCC. DATA HALL 3 - RAISED FLOOR (SERVERS) 6,425 (6,425/100) 65 OCC. MECH. ROOMS 8 & 9 2,483 0 OCC. UPS ROOM 2 & 3 1,900 0 OCC. VESTIBULES 350 0 OCC. CORRIDOR 2,802 0 OCC. FIRE RISER 215 0 OCC. NEW 14,175 65 OCC. TOTAL SQUARE FEET 45,668 242 OCCUPANTS TOTAL NOTE: TENANT WILL POST "MAXIMUM OCCUPANCY 14 PERSONS" AT EACH ENTRANCE. PURSUANT TO THE 2015 INTERNATIONAL BUILDING CODE, SECTION 1004.1.2 EXCEPTION WHERE APPROVED BY THE BUILDING OFFICIAL, THE ACTUAL NUMBER OF OCCUPANTS FOR WHOM EACH OCCUPIED SPACE, FLOOR OR BUILDING IS DESIGNED, ALTHOUGH LESS THAN THOSE DETERMINED BY CALCULATION, SHALL BE PERMITTED TO BE USED IN THE DETERMINATION OF THE DESIGN OCCUPANT LOAD. THE TENANT WILL NOT HAVE MORE THAN 5 TECHNICIANS IN THE SPACE NORMALLY AND NEVER MORE THAN 14. THIS DATA CENTER FACILITY HOUSES SERVERS (IN CABINETS), AIR CONDITIONING AND ELECTRICAL GEAR AND BOTH THESE SYSTEMS HAVE REDUNDANCIES BUILT IN TO ENSURE CONTINUED OPERATION. THE TECHNICIANS ARE NOT HOUSED ON SITE. WITH FEW EXCEPTIONS THESE ARE NOT THE EMPLOYEES OF THE TENANT (EDGECONNEX) BUT EMPLOYED BY THOSE COMPANIES WHO HOUSE SERVERS IN THIS FACILITY AND SERVICEMEN RELATED TO THE SUPPORT EQUIPMENT. THE TECHNICIANS WILL COME AND GO AS REQUIRED FOR MAINTENANCE AND UPGRADES. THERE ARE NO OFFICE FACILITIES PROVIDED ON SITE. TOILET FIXTURE COUNT OCCUPANt LOAD: 242 PERSONS (242 / 2) =121 MALE 121 FEMALE 2015 UNIFORM PLUMBING CODE TABLE 422.1 GROUP S OCCUPANCY: WATER CLOSETS (FIXTURES PER PERSON) MALE FEMALE 1: 1-50 1:1-15 2: 51-100 2:16-30 3:101-200 3: 31-50 4: 51-100 5:101-200 LAVATORIES (FIXTURES PER PERSON) MALE FEMALE 1: 1-75 1:1-50 2:76-150 2:51-100 3: 101-150 DRINKING FOUNTAINS/FACILITIES (FIXTURES PER PERSON) 1 PER 150 PROVIDE 1 SERVICE SINK REQUIRED FIXTURES PROVIDED FIXTURES MALE FEMALE MALE FEMALE WATER CLOSET: 3 5 2 2 LAVATORY: 2 3 2 2 DRINKING FOUNTAIN: 1 1 SERVICE SINK: 1 2 PURSUANT TO THE 2015 UPC SECTION 422.1 EXCEPTION WHERE OCCUPANCY CLASSIFICATION NOT SHOWN IN TABLE 422.1 SHALL BE CONSIDERED SEPARATELY BY THE AUTHORITY HAVING JURISDICTION. PLEASE REFER TO STATEMENT PROVIDED ABOVE AND ATTACHED AFFIDAVIT FROM TENANT FOR ACTUAL OCCUPANCY CONDITIONS. DEFERRED SUBMITTALS SPRINKLER / LIFE SAFETY SECURITY / DEVICES DRAWING INDEX Drawing Number Drawing Name Current Revision Current Revision Date I Current Revision Description 01_GENERAL G00.00 DRAWING INDEX 1 2 1 07/24/2019 CITY COMMENTS G00.10 ABBREVIATIONS, GRAPHIC SYMBOLS, & GENERAL NOTES 1 06/03/2019 1 ISSUE FOR PERMIT 01C_CIVIL C0.1 SITE LOCUS 1 06/03/2019 ISSUE FOR PERMIT C1.0 EXISTING CONDITIONS, DEMO AND EROSION, CONTROL PLAN 2 07/24/2019 CITY COMMENTS CIA SITE LAYOUT AND MATERIALS PLAN 2 07/24/2019 CITY COMMENTS C1.2 GRADING, DRAINAGE, AND UTILITY PLAN 2 07/24/2019 CITY COMMENTS C5.0 DETAILS 2 07/24/2019 CITY COMMENTS 02 ARCHITECTURAL A00.20 SCHEDULES 1 06/03/2019 ISSUE FOR PERMIT A00.30 PROJECT SIGNAGE 1 06/03/2019 ISSUE FOR PERMIT A00.40 MOUNTING LOCATIONS 1 06/03/2019 ISSUE FOR PERMIT A00.50 SITE PLAN 1 06/03/2019 ISSUE FOR PERMIT A00.60 LIFE SAFETY PLAN 2 07/24/2019 CITY COMMENTS A00.80 RATED ASSEMBLIES 1 06/03/2019 ISSUE FOR PERMIT A01.01 SELECTIVE DEMOLITION PLAN 1 06/03/2019 ISSUE FOR PERMIT A02.00 OVERALL CONSTRUCTION PLAN 2 07/24/2019 CITY COMMENTS A02.01 CONSTRUCTION PLAN 2 07/24/2019 CITY COMMENTS A02.02 ROOF PLAN 1 06/03/2019 ISSUE FOR PERMIT A04.01 REFLECTED CEILING PLAN 2 07/24/2019 CITY COMMENTS A05.01 FINISH PLAN 2 07/24/2019 CITY COMMENTS Al2.00 PARTITION TYPES 1 06/03/2019 ISSUE FOR PERMIT Al2.01 PROJECT SPECIFIC 1 06/03/2019 ISSUE FOR PERMIT Al2.10 DETAILS 1 06/03/2019 ISSUE FOR PERMIT Al2.50 RAISED FLOOR DETAILS 1 06/03/2019 ISSUE FOR PERMIT Al2.51 I SEISMIC DETAILS 1 1 06/03/2019 ISSUE FOR PERMIT 03_STRUCTURAL S1.0 HVAC SUPPORT FRAMING PLAN 1 06/03/2019 ISSUE FOR PERMIT 92.0 HVAC SUPPORT FRAMING DETAILS 1 06/03/2019 ISSUE FOR PERMIT 04_ELECTRICAL EO.1 ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS 1 06/03/2019 ISSUE FOR PERMIT EO.2 ELECTRICAL SPECIFICATIONS 1 06/03/2019 ISSUE FOR PERMIT EO.3 ELECTRICAL SPECIFICATIONS 1 06/03/2019 ISSUE FOR PERMIT E1.1A ELECTRICAL ONE -LINE DIAGRAM EXISTING 1 06/03/2019 ISSUE FOR PERMIT E1.1B ELECTRICAL ONE -LINE DIAGRAM NEW 1 06/03/2019 ISSUE FOR PERMIT E1.2A ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH1 1 06/03/2019 ISSUE FOR PERMIT E1.2B ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH2 1 06/03/2019 ISSUE FOR PERMIT E2.1 ELECTRICAL POWER PLAN 1 06/03/2019 ISSUE FOR PERMIT E2.2 ELECTRICAL LIGHTING PLAN 1 06/03/2019 ISSUE FOR PERMIT E2.3 ELECTRICAL GROUNDING PLAN 1 06/03/2019 ISSUE FOR PERMIT E2.4 ELECTRICAL CONDUIT PLAN 1 06/03/2019 ISSUE FOR PERMIT E2.5 ELECTRICAL ROOF PLAN 1 06/03/2019 ISSUE FOR PERMIT E3.1 ELECTRICAL DETAILS 1 06/03/2019 ISSUE FOR PERMIT E3.2 ELECTRICAL DETAILS 1 06/03/2019 ISSUE FOR PERMIT E3.3 ELECTRICAL DETAILS 1 06/03/2019 ISSUE FOR PERMIT E3.4 ELECTRICAL DETAILS 1 06/03/2019 ISSUE FOR PERMIT E4.1 ELECTRICAL SCHEDULES 1 06/03/2019 ISSUE FOR PERMIT E4.2 ELECTRICAL SCHEDULES 1 06/03/2019 ISSUE FOR PERMIT E4.3 ELECTRICAL SCHEDULES 1 06/03/2019 ISSUE FOR PERMIT 05_MECHANICAL MOA MECHANICAL SYMBOLS NOTES SPECIFICATIONS & SCHEDULES 1 06/03/2019UE F ISSUE OR PERMIT M1.1 MECHANICAL DEMOLITION PLAN 1 06/03/2019 ISSUE FOR PERMIT M2.1 MECHANICAL PIPING PLAN 1 06/03/2019 ISSUE FOR PERMIT M2.2 MECHANICAL ROOF PLAN 1 06/03/2019 ISSUE FOR PERMIT M3.1 MECHANICAL DUCTWORK PLAN 1 06/03/2019 ISSUE FOR PERMIT M7.1 IMECHANICAL SECTIONS AND DETAILS 1 06/03/2019 ISSUE FOR PERMIT M7.2 I MECHANICAL SECTIONS AND DETAILS 1 06/03/2019 JISSUE FOR PERMIT 06_PLUMBING POA PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS & DETAILS 1 06/03/2019 - ISSUE FOR PERMIT P1.1 PLUMBING DEMOLITION FLOOR PLAN 1 06/03/2019 ISSUE FOR PERMIT P2.1 PLUMBING WASTE AND VENT PLAN 1 06/03/2019 ISSUE FOR PERMIT P2.2 PLUMBING DOMESTIC WATER PLAN 1 06/03/2019 ISSUE FOR PERMIT 07_FIRE PROTECTION FOA FIRE PROTECTION NOTES, SPECIFICATIONS & DETAILS 1 06103/2019 ISSUE FOR PERMIT F2.1 I FIRE PROTECTION SPRINKLER PLAN 1 1 06/03/2019 ISSUE FOR PERMIT These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By, RECEIVED CITY OF TUKWil. =. AUG 2 12019 PERMIT CENTL„ 9, 7� 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX M06 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA k j- www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ® X N UI 0 CD 0 r �+.� (Z M co U) CD Q 0 = = us f. G `= r t)J 0 LO N Q W F- LJ 6 W F- U) ISSUES & REVISIONS Issue # Issue Date Issue Description 1 O6iO3l2019 ISSUE FOR PERMIT 2 07l24/2019 CITY COMMENTS o, REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 7 2019 City of Tukwila BUILDING DIVISION {+9961 REGISTERED ARCHITECT CHAD H; YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 `WASHINGTON REGISTERED ARCHITECT 9951 J ESHEET TITLE DRAWING 101 SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 0 2019 Gensler 99 1405 �<^tf 522 REDMOND KIRKLAND S EATT L BELLEVUE I-90 509 99 BURIEN RENTON 1-405 VASHON ISLAND PROJECT LOCATION 169 516 1 0 1 5 10 MILES SITE LOCUS PROJECT LOCATION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawing for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: NOTES: 1. EXISTING CONDITIONS INFORMATION IS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY TITLED '3425 S 116TH STREET, TUKWILA, WA SITE PLAN' PREPARED BY TRUE NORTH LAND SURVEYING INC. DATED APRIL 2, 2019. CORRECTION LTR _ RECEIVED CiTY OF TUKWILA AUG 21 20119 PERNII'l C&`J ER Gensl ISIAICIONI011nf35005 Greenville Avenue eImnjloA,!ODallas, TX 75206 rBu!d!,d se Phone:214/273-1559 Bulgwnld l 1�ltloal3 I9-'!yeLPeVq :aOd p3MIrtO32! 1III 31VLIVd3S VLMKI ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com NTETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: (206) 883-9300 Fax: (206) 883-9301 ■ ■ a► t c,u W F_— uD o00 ~ O Cl� � ca c el ISSUES & REVISIONS No. Date (Description 1 06/03/19 ISSUE FOR PERMIT 1 07/24/19 CITY COMMENTS set of construction documents shall be be kept a ectton by the 1300 pe0 to lnspautho z d representative" City of Tukwila III DING DNISION VISIQPd It 5e mad t.Onor apP to the scope oval of the CODE COMPLIANCE APPROVED Will regu aide ision. e a new plan _ - $EP 27 2019 City of Tukwila BUILDING DIVISION SEAL B. C WAsy��q�� A;P 36887 O w4 �GIST SSIONAIL �yG` 7l22l2019 SHEET TITLE SITE LOCUS Pe SHEET NO. DRAWN: (� l. PROJECT NO.: �/ PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. i 1:200=4310111111111"Rly MAG NAIL N/WASHDR STAMPED "TRUE NORTH CONTFI t__ ` N. 185281.756 E 1280141.930 ,W/WV ELEV. -20,28 LID ASPH F � un 9"PINE /'% n 16"PINE i _V -T\\VOEj' �\EN 12'ENT EGRESS ASPH CB TYPE 2 LEGEND BOUNDARY LINE WE GAS METER -v-N UNDERGROUND POWER Gv 0 GAS VALVE -,-r- UNDERGROUND COMMUNICATION LINE @ COMMUNICATION MANHOLE - GAS LINE PV POWER VAULT - _ STORM DRAIN LINES STORM DRAIN CATCH BASIN CHAIN LINK FENCE ® IRRIGATION VALVE ° BOLLARD n\ CONIFER TREE W/DRIPLINE RN EL 19.20 _ r IE(E)2� l'VF=1J-5 IE(SVJ)a VC=14.6 V QP 0 ©RIS ° NAG NAIL W/WASHER STAMPED 20 "TRUE NORTH CONTROL" N: 185276,071 E: 1280369.173 ASPH ELEV=19.88 w ] -24"SD INLET PROTECTION, TYP 4 o -20_ 24 SD a � ASP.] CB TYPE 2 _ -- c r m RIM EL.=18.97 _ --o_�c c w / IE(W)24"CMP=73.2 - _ - - _ _ -' - - _. _ _ -� "'-cRI TYPE 2 "►,. w v IE(E)24"CMP�_ 2. SD - 19 "'-c---�_cRIM EL 18,78 "^+ IE(SW)6"PVC=74.7 �-- --�-"��- `�► / REMOVE BURIED GAS SUPPLY LINE - - _ _ I IE(W)2a crfP=i2.s 3Tl1. EL.=17.1 - -c CAP AT LIMIT. COORDINATE WITH \G - - \ _ _ _z4"sD - - - _G _c IE(E)2a CMP=iz.e �" •+�. /PUGETis - IE(SW)6"PVC=73-1 % REMOVE BURIED GAS SUPPLY LINE S SOUND ENERGY / / a ` RT4_ EL =1e.a CAP AT LIMIT. COORDINATE WITH % ce TYPE 2 _ - _ - PUGET SOUND ENERGY �� X� RN EL.=18.78 _ IE(V,)24"CMP=13.1 oX IE(E)24"CMP=13.0 L?) T 2 �SAWCUTASPHALT \ a BTIM. L-11.113.3 -----------1 ASPH / / REMOVE CONCRETE WALL k x - x ' x zv X11 a ASPH x-- .- / REMOVE EXISTING ASPHALT X I - _ - ZfFENCE �2 WALL REMOVE CONCRETE X 7' CHAIN LINK _ I � 1 - REMOVE EXISTING ASPHALT M ®� CONC o REMOVE EXISTING I�x �� xO� TEMP LOADING RAMPS, TYP XI POWER GENERAIGNS AND FUEL 21 REMOVE CONCRETE WALL k X11_ / k a z3 X TANKS WITHIN FENCED AREA SCAFFOLD OX�o-- REMOVE BOLLARD ASPH i i � y (NOT SURVEYED) f e REMOVE CONCRETE WALL iz Oa 9'ENT vv WENT / q V C44 / ASPH T T-/r t o REMOVE EXISTING ASPHALT o I. ASPH REMOVE CURB 9'ENT /T x / 9 EN / COORDINATE REMOVAL OF GAS METER AND CAP SUPPLY LINE 2 ENr WITH PUGET SOUND ENERGY EVT%-T-i'-J-J / --- �uv 9'ENT i / �� / 7 _ ry 9'ENT 9'ENT WENT �T�� / / / T� 1__ Nit ENT 12'ENT 12ENT ENT 9'ENT 9ENT / / / / ����/ REMOVE CONCRETE WALL WENT ENT 12'ENT COORDINATE REMOVAL OF GAS 9'ENT i STORY WAREHOUSE BUILDING METER AND CAP SUPPLY LINE WITH PUGET SOUND ENERGY PUBLIC WORKS STANDARD CONSTRUCTION NOTES PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1-800-424-5555), OR 811, FOR 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UTILITY LOCATIONS. UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, CONTACTS EASEMENTS, AND ACCESS TRACTS. 5. FROM MAY 1 THROUGH TE PROVIDE TEMPORARY AND PERMANENT PROJECT MANAGER: PAUL WICOFF, P.E. - (617) 939-1661 COVER MEASURES TO PROTECT DISTURBED DISTUU RBED AREAS THAT WILL REMAIN UNWORKED DESIGN ENGINEER: JOSEPH CLARE, P.E. - (206) 883-9456 CONSTRUCTION FOR SEVEN DAYS OR MORE. OWNER: RREEF AMERICA REIT 11 CORP. MMMM7 WA - (253) 398-9030 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED GENERAL PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE SHALL: 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. APPROVED PLANS. a. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES 2. PERMITTEEICONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE b. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVERALL DISTURBED INSPECTOR AT 206-433-0179. WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. AREAS. c. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY 3. WORK IN ROADWAYS WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. CALLING 206-433-0179. THE IVR INSPECTION LINE AT 206-438-9350 OR ONLINE PORTAL a. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: HTTPS://PERMITTING.TUKWILA.GOV/ PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND AND APPROVAL, THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING WHERE SUCH FACILITIES ARE LOCATED. OPERATIONS. THE WORK AND SHALL MEET MUTCD REQUIREMENTS. • ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. B. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. THE TUKWILA URBAN CENTER. CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH • FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE APPROVED PLANS, 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND AND THE CITY OF TUKWILA. CLOSE AN ACCESS. SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION • ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING RESULTING FROM PROJECT -RELATED WORK. STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS APPROVED BY THE PUBLIC WORKS DIRECTOR. STOPPED AND THE TRENCH IS LEFT OPEN, ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. GRADING AND EROSION CONTROL NOTES 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION APPROVAL. APPROVED PLANS ARE MINIMUM REQUIREMENTS. PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. APPROVAL BEFORE IMPLEMENTATION. LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ESC PLAN. IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: a. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. b. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. c. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. d. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. e. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES TO FINISH GRADE IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. O1 NOTES: 1. EXISTING CONDITIONS INFORMATION IS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY TITLED "3425 S 116TH STREET, TUKWILA, WA SITE PLAN" PREPARED BY TRUE NORTH LAND SURVEYING INC. DATED APRIL 2, 2019. 2. COORDINATE REMOVAL OF GAS METER AND CAP LINE WITH PUGET SOUND ENERGY. REMOVE BURIED SUPPLY LINE IF CONFLICT WITH EXCAVATION. 3. SWEEP ASPHALT AREA DAILY. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By. � f39 ty 0 5' 10, 20' SCALE: 1" = 10' Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK, ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETM TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: (206) 883-9300 Fax: (206) 883-9301 0J lx W ^J O W o 00 J Cl) 00 CM J _ LEJ o� CD 8co U"> _J Q I=- r`t} u 8 W b ca SEAL SHEET TITLE EANDEIROSION CONDITIONS, DEMO CONTROL PLAN SHEET NO. e�OCI I'v_ DRAWN: N.Korzec CITY GF i U C`iJILA REVIEWED: J.Clare C 1 .0 AUG Z t W9 PROJECT NO.: 200.01291 PERMIT C:ENTEER PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. r LEGEND —xx— CHAIN LINK FENCE N o BOLLARD o REMOVABLE BOLLARD SAW CUT ASPHALT PAVEMENT CONCRETE PAD / O UTILITY PAD IDENTIFICATION NUMBER 0 '�c MAG NAIL W/WASHER STAMPED — -,. "TRUE NORM CONTROL" N: "1281.756 1280741.930 `y/Wn ELEV.=2028 ASPH /ya n r )( 9"PNE � C CORNER OF PAD N 185244.82 E 1280186.80 9'PINE 1 �� O � I 16"PINE C L- --� 7 — — — / 1 CE ro lNSID@ OF WAlL ASPH CB TYPE 2 RIM EL- 19.20 IE(EJ24"CMP=13-5 IE(S)6"P" 14.6 IE(SW)8°PVC=14.6 TOP OF DEBRIS MAC NAIL W/WASHER STAMPED EL. -=12.2 v�_c-"'-c ' "TRUE NORTH CONTROL" N: 185276,071 ASPH E: 1280369.173 ELEV.=19.88 LD vI CONDENSE CORNER OF PAD 5'-9" x 19'-9" N 185209.88 E 1280180.53 /°/ SWITCHBOARD PAD 19'-3" x 4'.0" LOB 2 7' CHAIN LINK FENCE 0 ASKS N 185221.26 13 4< 1 N 185210.45 a< E 1280359.74 ° ut FOR O E 118 210.41 4 4' 2 9,_3„ a 18' 6y POWER GENERATORS AND FUEL �( )I J ° °°a TANKS 1MTHIN FENCED AREA W. pQO 01 °� e° a _ °° 0 (NOT SURVEYED) a 01 FJE X a GEN°'°t O cs a a e d N 185205.67 a ro x d N 185194.86 � O cu E 1280291:06 °° E 1280323:99 a GENERATOR/ / FUEL TANK PAD %4 e a e e 13,_0, x 39'-0" 01 4'4- k 0 17 ° ° e ° ° e° e ° ° 5 e ° ° ° a CONDENSER PAD 6g'_2t / �- 10'-6" X 10'-6° 77 SWITCHBOARD PAD o EVT ENT 12'ENT 9'-6" x 4'-0" SWITCHBOARD PAD 9' -6" x 4'-0" CORNER OF PAD EXIST DELIVERY DOOR TO REMAIN 1 STORY WAREHOUSE BUILDING N 185187.52 E 1280414.85 NOTES: 1. EXISTING CONDITIONS INFORMATION IS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY TITLED "3425 S 116TH STREET, TUKWILA, WA SITE PLAN" PREPARED BY TRUE NORTH LAND SURVEYING INC. DATED APRIL 2, 2019. 2. CONTROL JOINTS @10' O.C.E.W. 3. EXPANSION JOINT AT EQUIPMENT PAD INTERFACE 4. STRUCTURAL DESIGN OF RETAINING WALL AND UTILITY PADS BY OTHERS 5. CENTER OF BOLLARD SHALL BE SET 1'-O" OUTSIDE THE EDGE OF CONCRETE PAD. 6. ELECTRICAL DESIGN BY OTHERS, COORDINATE CONDUIT PENETRATIONS AND ROUTING WITH ELECTRICAL. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: gy; n9 20I2 0 5' 10, 20' SCALE: 1" = 10' ;ECEl C@TY OF T UKWIL, AUG 2 1 2019 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com INTETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone; (206) 883-9300 Fax: (206) 883-9301 SEAL 4t� B. C , GJw OY WASS7j,L°5/�. Q a � e x o-P 36887 �SS70NAL OG`, 7/22/2019 SHEET TITLE SITE LAYOUT AND MATERIALS PLAN SHEET NO. DRAWN: N.Korzec REVIEWED: J.Clare PROJECT NO.: 200.01291 C1 . PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. MAG NAIL W/'NASHER STAMPED c��c "TRUE NO IH CONTROL" N: 185281.756 E: 128014t_93D ELEV.=2028 ASPH a MEG 20.2t r � v j{f S, �F % 9"PINE 16"PINE MEG 23.2t J TOW 23.10 CONC 21.18 MEG 19.9t -xx- CHAIN LINK FENCE o BOLLARD o REMOVABLE BOLLARD - - SAW CUT ASPHALT PAVEMENT ?° CONCRETE PAD O7 UTILITY PAD IDENTIFICATION NUMBER -21 PROPOSED CONTOUR 1.0%_ PROPOSED SLOPE 01 LOT MAG NAIL W/WASHER STAMPED "TRUE NORTH CONTROL" N: 185276.071 E: 1280369.173 ELEV-19.88 1111 INSTALL HDPE HOOD 10 \ ON 24" OUTLET PIPE C5.0 CO TYPE 2 RIM EL=18.97_ E(W)24"CMP=13.2 IE(E)24'CMP=13.1 IE(SVJ)6"PVC=14.1 BTM. EL-11.1 z� _- /o _ -( ASPH MEG 19.8t /" r- MEG 19.9t - c / •, a--nx v .3 � XX 0 e �- a d - d d 2 1 � _. as e °d\° d �'J. FFE21,. d . "�./ o ° 30 I a d O / +rµ d 5/ a O - F E z. 2° T o .3 0 e �'"'"r-..:�� d °/ 6 d ° a ° d ° ° °d FIFE 21.3 ° °,. 13 FFE 21.50 ° e FFE 21.5 / ° l' e a ° O Q d I a, /7'�. O° 21 e SO � FFE21,50 1� FFE 21 4 ° O °° VWID CONCd" o RETAINING WALL / / / /0/ /F2/ 0 d d 9 �a a d FFE 21.50 MAINTAIN EXST ROOF DRAIN FFE�21.50 4 SEE NOTE 2 [K�PL�Z;RE3 1 STORY WAREHOUSE BUILDING INSTALL HDPE HOOD 10 ASPH r ON 24" OUTLET PIPE C5.0 CB TYPE 2 RIM EL=18.78 I(W)21 CMP =12.1 E IE(E)24"cIP=12.6 __ IE(S4V)6"PVC=13.1 BTM. FI-10.3 CB TYPE 2 RM L 878 V -c- , ( !)7 C -P =13.1 -E( )2Cl P E(SVJ)6 FVC -13.8 BTM. EL.=71.1 xxt� r� d d a e v v d ° 0 �\I _ u FFE 2130 14cR ° V °a ea , d FFE 21.50 d m° ° a MAINTAIN EXIST ROOF DRAIN SEE NOTE 2 MEG 19.6t ASPH BC 20.32 TC 20.82 !i 0 l;v 9'EN T BC 20.3t MEG TC 21.18 NOTES: �G �G O �FFC� _ =77-CHAIN LINK CENCE 0 CONC POWER GENERATORS AND FUEL TANKS WITHIN FENCED AREA 0 (NOT SURVEYED) C) 0, i u�s D�I 7-7-7 -T T-T %�- ENT 2'ENT 1. EXISTING CONDITIONS INFORMATION IS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY TITLED "3425 S 116TH STREET, TUKWILA, WA SITE PLAN" PREPARED BY TRUE NORTH LAND SURVEYING INC. DATED APRIL 2, 2019, 2. MAINTAIN EXISTING ROOF DRAINS. RELOCATE ONLY IF NEEDED AND IN COORDINATION WITH OWNER AND ENGINEER. REFER TO VLMK ENGINEERING & DESIGN LETTER DATED JULY 17, 2019 INDICATING LOAD FROM THE PROPOSED CONCRETE UTILITY PAD WILL NOT ADVERSELY AFFECT THE INTEGRITY OF THE EXISTING PIPES. 3. GENERATOR FUEL TANKS SHALL BE UL142 WITH SECONDARY CONTAINMENT AND INTERSTITIAL LEAK DETECTION. ADDITIONAL REQUIRED BMPS AND ROUTINE MAINTENANCE IDENTIFIED IN THE KING COUNTY STORMWATER POLLUTION PREVENTION MANUAL FOR OUTDOOR STORAGE OF LIQUID MATERIALS IN STATIONARY TANKS WILL BE EMPLOYED. ESTIMATED EARTHWORK QUANTITIES: D' I CUT: 350 CUBIC YARDS FILL: 200 CUBIC YARDS 0 5' 10, 20' SCALE: V =10' Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com IN TETPA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: (206) 883-9300 Fax: (206) 883-9301 U /x N Z Q //CD M ll.-- co ai J QCo Q . Z c C J o N xz W P - W ISSUES & REVISIONS No. Date Description 1 06/03/19 ISSUE FOR PERMIT 1 07/24/19 CITY COMMENTS A REVIEWED FOR COMPLIANCELluulz APPROVED SEP 2 7 2019 City of Tukwila N �SEEAAL� B. These plans have been reviewed by the Public ��� �, 36887 �� �4� �CIS'Cti� �SSAONAL ENG` for with current/zz7zot9 ` Works Department conformance City standards. Acceptance is subject to errors and 1 omissions which do not authorize violations of SHEET TITLE adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the GRADING, DRAINAGE, AND designer. Additions, deletions or revisions to these UTILITY PLAN draivings after this date will void this acceptance and will require a resubmittal of revised drawing for subsequent approval. RECEIVED Final acceptance is subject to field inspection by CITY OF TUKWILA DRAWN: N.Korzec SHEET NO. the Public Works utilities inspector. Date: By: AUG 2120 REVIEWED: J.Clare °" C C?J 779 2�1y �-1 PE63i`vil7 CE:"•,iic`P PROJECT NO.: 200-01291 , PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1 DOUBLE SWING GATE DETAIL NTS 3' 0" TO" GATE GATE GATE GATE POST CORNER FRAME POST FABRIC-' i : \ ��— CENTER STOP 6" _ FINISHED GRADE 12" X 12" X 12" 12" (SEE NOTE 2) NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. PROVIDE CHAIN AND LOCK FOR SECURING GATE. 3. INSTALL BEIGE VINYL SLATS TO MATCH EXISTING. 10 HMA CLASS 1/2" (WSDOT 9-03.8(2)) TACK COAT 3" MIN. OR MATCH EXIST COMPACTED CRUSHED — SURFACING BASE COURSE (WSDOT 9-03.9(3)) WHERE REQUIRED NOTE: MATCH EXISTING WHERE NECESSARY 2 FENCE DETAIL NTS #9 GALV CLIPS 4'-0" (MATCH EXISTING) 2'-MAX SPACING TOP RAIL— POST CAP 4 r-STRETCHERARS i. #9 TIE WIRES FABRIC 12" OC LINE POST POST1 2" TENSION CONC PAD CORNER WIRE 2500 PSI FINISHED CONCRETE GRADE T �L6" 6J NOTE: 1. INSTALL BEIGE VINYL SLATS TO MATCH EXISTING. 1'-0" SAW CUT PRIOR TO TRENCHING SAW CUT JUST PRIOR TO PAVING COMPACTED CRUSHED SURFACING TOP COURSE (WSOOT 9-03.9(3)) 8 FENCE'ROLLING GATE DETAIL NTS PROVIDE INTERMEDIATE RAILS FOR GATES OVER 20'-0" OF TOTAL WIDTH TOP RAIL GATE POST TOP RAILLINE GATE POST POST FRAME STRETCHER.----_ BAR GATE BACK GATE - TRACK — ROLLER FRONT WHEEL PAVING OR BOTTOM FINISHED SINGLE SLIDING TENSION ROADWA ROLLING GATE WIRE ELEVATION DIAGONAL RODS W/STEEL TURNBUCKLES 3 BOLLAR0'>6ETAIL NTS REFLECTING TAPE 3" WIDE 6" DIA SCH 80 STL PIPE GRIND SMOOTH, FILL W/ CONCRETE PAINT YELLOW 0 v 3/8" RISE FINISH GRADE CONCRET\�j ENCASEMENT c io / ASS 1/2" (WSDOT 9-03.8(2)) ,OMPACTED CRUSHED iURFACING TOP COURSE WSDOT 9-03.9(3)) OMPACTED CRUSHED SURFACING A,SE COURSE (WSDOT 9.03.9(3)) COMPACTED FILL SUBGRADE NOTE: MATCH EXISTING WHERE NECESSARY J REMOVABLE BOLLARD DETAIL NTS RS2 HEAD 6" 3" REFLECTIVE TAPE W i//i 5 9116" PAINT YELLOW U' LU co < PADLOCK `r BY 10"x10" " OTHERS TOP a a:, PLATE o- BOLLARD � STOP PIN 6-5/8" • TUBE a' HEAVY DUTY ' BASE Q COVER PLATE AND co �j� SCREWS PROVIDED m 0�✓ FOR SAFETY, AND TO KEEP DEBRIS OUT OF BASE WHEN BOLLARD IS REMOVED. El CURB & GUTTER ROCK BAGS CURB & GUTTER 1rK RAr,G PARTIAL INLET COMPLETED INLET DITCH FIR - DITCH NOTE: INSTALL FDOT INLET PROTECTION — — — OR APPROVED EQUAL DITCH BOTTOM INLET These plans ha c been reviewed by the Public Works Deparxm mt for conformance with current City standards, leceptance is subject to errors and omissions which do not authorize violations of u s or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawing after this date will void this acceptance and will require a resubmittal of revised drawing for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: BY: % CONCRETE PAD DETAIL NTS W Z. 4" 3000 PSI CONCRETE 1" RADIUS TOOLED EDGE W1.4 x 1.4 + ° ° 6" x 6" WELDED HMA PAVEMENT 4" MIN c s a <'" . ° WIRE FABRIC ° ° DENSE GRADED 6" MIN CRUSHED STONE 2 COMPACTED 1\ \ \ \ \ \ \ SUBGRADE fff i" 11 JOINT FILLER SEALANT 4" 1" 4" EXPANSION JOINT FILLER a" Im r •. P. D P. . 6P UNDOWELED CONTRACTION (CONTROL) JOINT EXPANSION JOINT NOTES: 1. CRACK CONTROL (CONTRACTION) JOINTS @ 10' O.C. UNLESS OTHERWISE NOTED. 2. EXPANSION JOINTS TO BE 1/2" WITH PRE -MOLDED JOINT FILLER MATERIAL. 3. CONTRACTOR TO CONSTRUCT CONTRACTION JOINTS INTO PANELS THAT ARE APPROX. SQUARE. WHEN THIS IS NOT POSSIBLE, RECTANGULAR PANELS CAN BE USED IF THE LONG DIMENSION IS NO MORE THAN 1.25 TIMES THE SHORT DIMENSION. NOTES: V / 1. ALL HOODS SHALL BE CONSTRUCTED OF POLYETHYLENE. 2. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY THE OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. 3. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE OF 6" FOR PIPES a 12". 4. INSTALLATION HARDWARE AND INSTRUCTIONS SHALL BE PROVIDED BY MANUFACTURER. 5. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER INSTALLATION PROCEDURES AND THOSE ISSUED BY LOCAL BUILDING/CONSTRUCTION REGULATIONS. J 2ECEIVE;3 CITY Or TUKAVILA 01 AUG 2 1 2019 PERMIT E..N T ER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: (206) 883-9300 Fax: (206) 883-9301 SEAL B��Cy9�i' �o 36887 -p k� On 6C1S't'�4 � , �SSIONAt. 7/22/2019 SHEET TITLE DETAILS SHEET NO. DRAWN: N.Ko— REVIEWED:J.Clare C5 . PROJECT NO.:200-01291 PROPRI�ARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF NOT COMPUTER EWRONMENTS,INC. SINGLE DOOR TYPICAL CONDUIT REQUIREMENTS COORDINATE LOCATIONS WITH SECURITY CONTRACTOR UNDER CONTRACT TO TENANT DOOR SCHEDULE REFER TO SECURITY VENDOR DRAWING UNDER SEPERATE PERMIT — J-BOX 6" x 6" x 4"D, EC TO PROVIDE DOUBLE BOX ONE WITHIN PARTITION TO RECEIVE CONDUIT. THE OTHER SURFACE MOUNTED TO ALLOW CONDUIT OR OPEN CABLE CONVEYANCE. OPEN CABLE TO MICRO & POWER SUPPLY 11' - 6" -._ _ �= _ - J �� --J� CABLE TRAY ON OPPOSITE SIDE OF WALL v l c _ _�-'` ` (OPTIONAL) 10,- 6" SECURITY CAMERAS MOUNTED @ 19 - 0" II lb it 8' - 0'. u DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION - BY SECURITY CONTRACTOR, EC TO PROVIDE CONDUIT FROM FRAME TO J-BOX LOCATED ON SECURE SIDE. REFER TO n I i l u a SECURITY CONTRACTOR PLAN FOR CONTACT LOCATIONS --i-ice —rr-- EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, EC TO PROVIDE HORIZONTAL TRIM RING OVER J-BOX WITHIN PARTITION LOCATED ON SECURE SIDE AS REQUIRED, STROBE/HORN 6' - 8" S---n I I I u u INTERCOM DEVICE BY SECURITY CONTRACTOR, EC TO PROVIDE J-BOX W/ TRIM RING CAN SHARE CONDUIT I Iit If WITH EMERGENCY DOOR RELEASE. (OPTIONAL) ELECTRIC HINGE i I1 EMERGENCY DOOR RELEASE BUTTON ON OPPOSITE SIDE OF WALL (IF REQUIRED) TO BE PROVIDED BY n BY GC SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION 5' - 0" j AND CONDUIT TO CARD READER J-BOX WITH STRING LOCATED ON SECURE SIDE. u ELECTRICAL , I I i' u — LIGHT SWITCH - ZONE 4, - 0" rt v I( LOCKSET BY_ n at GC ri _® L� LOCK ALARM BOWUNIT DOOR TO BE MORTISED BY GC, PANIC HARDWARE BY GC WHERE REQUIRED EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL) CARD READER (ON OPPOSITE SIDE OF WALL) BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION ELEC. STRIKE WITH CONDUIT TO SPLICE BOX ON SOME DOORS, REFER TO DOOR SCHEDULE I I I I NOTE: SECURE SIDE OF DOOR SECURITY CONTRACTOR TO PROVIDE AND INSTALL ALL HARDWARE AND DEVICES. EC TO NOTES: COORDINATE. BOTH EC AND TENANT PROVIDE SECURITY CONTRACTOR. 1. ALL CONDUIT 34' MINIMUM PROVIDED BY EC PROVIDE TWO STRINGS AT EACH TERMINATION POINT UNLESS OTHERWISE APPROVED BY PROJECT MGR. 2. ALL PLENUM BOXES TO BE USED ABOVE CEILING AS REQUIRED. 3. CABLING AND LOW VOLTAGE WIRING BY SECURITY CONTRACTOR. DOUBLE DOOR TYPICAL CONDUIT REQUIREMENTS COORDINATE LOCATIONS WITH SECURITY CONTRACTOR UNDER CONTRACT TO TENANT REFER TO SECURITY VENDOR DRAWING UNDER SEPERATE PERMIT J-BOX 6" x 6" x 4"D, EC TO PROVIDE DOUBLE BOX ONE WITHIN PARTITION TO RECEIVE CONDUIT. THE OTHER SURFACE MOUNTED TO ALLOW CONDUIT OR OPEN CABLE CONVEYANCE. _c - ® OPEN CABLE TO MICRO & POWER SUPPLY 11' 6" - - -j _ _ _ _ __ _ _ -1c CABLE TRAY ON OPPOSITE SIDE OF WALL 11'- 0"--------�1 _ L It = `- s (OPTIONAL) --- 6" - rr---------- — —ten—EXIT IL JI - r -" 10' - 11 — 1H L I SECURITY CAMERAS MOUNTED @ IV - 0" 1V- 0" �i IL- n ter— u tD — n n � u it a Il u 1 II II it �� 11 Ii it 6,- 0" I 11 I �� 11 11 II II 11 —.l—fr 4 / � 1� it II 1 / i 12 - 0" I I I i � " , 6'- 8„ n 1I i . —II it Ii II - --® ASTRAGAL 1 ,i � it it II it I / � II 11 ❑ II ELECTRIC HINGE BY G — --� ELECTRICAL a LOCKSET BY G I DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION BY SECURITY CONTRACTOR, EC TO PROVIDE CONDUIT FROM FRAME TO J-BOX LOCATED ON SECURE SIDE. REFER TO SECURITY CONTRACTOR PLAN FOR CONTACT LOCATIONS EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, EC TO PROVIDE HORIZONTAL TRIM RING OVER J-BOX WITHIN PARTITION LOCATED ON SECURE SIDE STROBE/HORN INTERCOM DEVICE BY SECURITY CONTRACTOR, PROVIDE J- BOX W/ TRIM RING CAN SHARE CONDUIT WITH EMERGENCY DOOR RELEASE. (OPTIONAL) EMERGENCY DOOR RELEASE BUTTON ON OPPOSITE SIDE OF WALL (IF REQUIRED) TO BE PROVIDED BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION AND CONDUIT TO CARD READER J-BOX WITH STRING LOCATED ON SECURE SIDE. LIGHT SWITCH - ZONE Name Door Frame Assembly Rating Hardware Set Remarks Number Location Type Dimensions Material Finish Material Finish Fire Rating Temp Rise Smoke Label Width Height Thickness 136A DATA HALL 3 B 6'-0" 9' - 0" 1 3/4" HM PT05 HM PT05 60 MIN SET 103 136B DATA HALL 3 A 3'- 0" 9' - 0" 1 3/4" HM PT05 HM PT05 60 MIN SET 105 136C DATA HALL 3 B 6'- 0" 9' - 0" 1 3/4" HM PT05 HM PT05 0 MIN SET 103 137A I UPS ROOM 2 A T - 0" 9' - 0" 1 3/4" HM PT05 HM I PT05 60 MIN SET 110 137B UPS ROOM 2 B 6' - 0" 9' - 0" 1 3/4" HM PT05 HM PT05 60 MIN SET 109 PROVIDE NO LOCKSETS OR DUMMY HARDWARE ON INACTIVE LEAF. 138A UPS ROOM 3 A 3' - 0" 9' - 0" 1 3/4" HM PT05 HM PT05 60 MIN SET 110 138B UPS ROOM 3 B 6'- 0" 9' - 0" 1 3/4" HM PT05 HM PT05 60 MIN SET 109 PROVIDE NO LOCKSETS OR DUMMY HARDWARE ON INACTIVE LEAF. 139A MECH-8 A 3'- 0" 9' - 0" 1 3/4" HM PT05 HM PT05 60 MIN SET 105 139B MECH-8 A 3'- 0" 9' - 0" 1 3/4" HM PT05 HM PT05 60 MIN SET 105 140A MECH-9 B 6'- 0" 9' - 0" 1 34' HM PT05 HM PT05 60 MIN SET 103 140E MECH-9 A 3' - 0" 9' - 0" 1 3/4" HM PT05 HM PT05 60 MIN SET 105 141 CORRIDOR A 3'- 0" 9' - 0" 1 3/4" HM PT05 HM PT05 0 MIN SET 105 142 VESTIBULE A T - 0" T - 0" 1 3/4" HM PT05 HM PT05 0 MIN SET 105 EXISTING HOLLOW METAL DOOR AND FRAME. CONTRACTOR TO MODIFY DOOR AND FRAME AS REQUIRED TO ACCEPT NEW HARDWARE. 143 CORRIDOR A T - 0" 9' - 0" 1 3/4" HM PT05 HM PT05 0 MIN SET 105 144 VESTIBULE C T - 0" T - 0" 1 3/4" ALUM ANOD ALUM ANOD 0 MIN SET 105 EXISTING ALUMINUM STOREFRONT DOOR. CONTRACTOR TO MODIFY DOOR AND FRAME AS REQUIRED TO ACCEPT NEW HARDWARE, 145A EQUIPMENT YARD M 6'- 0" 8' - 0" 1 3/4" GALV GALV GALV GALV N/A SET 04 145B EQUIPMENT YARD M 6'- 0" 8' - 0" 1 3/4" GALV GALV GALV GALV N/A SET 04 146 1 FIRE RISER A 3'- 0" T - 0" 1 3/4" HM PT05 HM I PT05 0 MIN SET 106 EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM EXISTING CONDITIONS. 3'- 6" �— — ` EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL) DOOR TO BE 8" --- - CARD READER (ON OPPOSITE SIDE OF WALL) MORTISED BY GC, BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL PANIC HARDWARE TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION BY GC WHERE REQUIRED ELECTRIC STRIKE WITH CONDUIT TO SPLICE BOX ON ._ INACTIVE SOME DOORS REFER TO DOOR SCHEDULE, LEAF NOTE: SECURITY CONTRACTOR TO PROVIDE AND INSTALL ALL HARDWARE AND DEVICES. EC TO NOTES: SECURE SIDE OF DOOR COORDINATE. BOTH EC AND TENANT PROVIDE SECURITY CONTRACTOR. 1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY EC PROVIDE TWO STRINGS AT EACH TERMINATION POINT UNLESS OTHERWISE NOTED. 2. ALL PLENUM BOXES TO BE USED ABOVE CEILING AS REQUIRED. 3. CABLING AND LOW VOLTAGE WIRING BY SECURITY CONTRACTOR, UNO, GROUP N0.1 ELECTRIC PANIC DEVICE DOOR PULL (IF REQD) ELECTRIC HINGE HINGES (IF REQD) CLOSER W/ STOP ARM (IF REQD) SADDLE THRESHOLD (IF REQD) WEATHERSEAL SET GROUP NO.2 ELECTRIC PANIC DEVICE DOOR PULL (IF REQD) ELECTRIC HINGE HINGES (IF REOD) DOOR CLOSER (IF REQD) GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH SADDLE THRESHOLD (IF REQD) SEAL SET GROUP NO.3 ALL REQUIRED HARDWARE INCLUDING SLIDE LOCK BY DOOR SUPPLIER OR GC COMBO PADLOCK BY SECURITY GROUP NO.4 CHAIN LINK SWING GATE 3 HINGES EACH LEAF 1 LOCKABLE EZ LATCH @ 42" ABOVE GRADE 1 LOCKABLE DROP ROD (INACTIVE LEAF) CENTER STOP GROUTED INTO PAVING COMBO PADLOCK BY SECURITY GROUP NO.5 KNOX BOX (FIRE DEPARTMENT ACCESS) GROUP NO.100 ELECTRIC CYLINDRICAL LOCKSET ELECTRIC HINGE HINGES DOOR CLOSER W/ STOP ARM GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH SEAL SET GROUP NO.101 ELECTRIC CYLINDRICAL LOCKSET (ACTIVE LEAF) ELECTRIC HINGE (ACTIVE LEAF) HINGES AUTO FLUSH BOLT SET DUSTPROOF STRIKE DOOR CLOSERS W/ STOP ARMS COORDINATOR CLOSER MOUNTING BRACKET SET GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH SADDLE THRESHOLD SEAL SET (JAMBS & ASTRAGAL) WALL STOPS OVERLAP ASTRAGAL (INACTIVE LEAF) PROVIDED BY DOOR SUPPLIER OR GC GROUP NO.102 ELECTRIC CYLINDRICAL CLASSROOM LOCKSET (ACTIVE LEAF) ELECTRIC HINGE (ACTIVE LEAF) HINGES AUTO FLUSH BOLT SET DUSTPROOF STRIKE DOOR CLOSERS W/ STOP ARMS COORDINATOR CLOSER MOUNTING BRACKET SET SEAL SET (JAMBS & ASTRAGAL) GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH WALL STOPS OVERLAP ASTRAGAL (INACTIVE LEAF; SIM TO NG 550) PROVIDED BY DOOR SUPPLIER OR GC "'NOTE: MOUNT ALL CLOSERS ON NON-PUBLIC SIDE OF DOORS GROUP NO. 103 ELECTRIC CYLINDRICAL CLASSROOM LOCKSET (ACTIVE LEAF) ELECTRIC HINGE (ACTIVE LEAF) HINGES FLUSH BOLT SET DUSTPROOF STRIKE DOOR CLOSER W/ STOP ARM CLOSER MOUNTING BRACKET SET SEAL SET (JAMBS & ASTRAGAL) (SMOKE SEALS AT RATED DOOR) DOOR SWEEPS GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH WALL STOPS OVERLAP ASTRAGAL (INACTIVE LEAF; SIM TO NG 550) PROVIDED BY DOOR SUPPLIER OR GC. GROUP NO. 105 ELECTRIC CYLINDRICAL LOCKSET ELECTRIC HINGE HINGES DOOR CLOSER W/ STOP ARM SEAL SET (SMOKE SEALS AT RATED DOOR) DOOR SWEEP GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH LATCH GUARD (OUTSWING) GROUP NO.106 STOREROOM LOCKSET HINGES DOOR CLOSER GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH SEAL SET WALL STOP GROUP NO.107 PRIVACY LOCKSET HINGES DOOR CLOSER GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH SEAL SET WALL STOP GROUP NO.108 ELECTRIC CYLINDRICAL LOCKSET ELECTRIC HINGE HINGES DOOR CLOSER W/ STOP ARM SEAL SET GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH WALL STOP LATCH GUARD (OUTSWING) SADDLE THRESHOLD (IF REQD) GROUP NO. 109 ELECTRIC PANIC DEVICES DOOR PULLS ELECTRIC HINGES HINGES, AUTO FLUSH BOLTS DOOR CLOSERS W/ STOP ARMS COORDINATOR SEAL SET (JAMBS & ASTRAGAL) DOOR SWEEPS MEETING ASTRAGAL GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH WALL STOPS GROUP NO. 110 ELECTRIC PANIC DEVICE ELECTRIC HINGE HINGES DOOR CLOSER W/ STOP ARM SEAL SET (SMOKE SEALS AT RATED DOOR) DOOR SWEEP GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH WALL STOP GROUP NO.112 STOREROOM LOCKSET HINGES DOOR CLOSERS W/ STOP ARMS SEAL SET GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH WALL STOP LATCH GUARD (OUTSWING) SCHEDULE W IDTH SCHEDULE WIDTH EQ EQ i w w / r=j \ ) \ / TYPE'A' TYPES' PAIR SCHEDULE W IDTH x 9 / TEMPERED w GLASS w w 0 \ rn TYPE'C' W/ GLASS LITE 0 NOTE: HARDWARE AND SECURITY DEVICES PROVIDED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. DOOR REMARKS DESCRIPTION A UPON CARD RECOGNITION THE EXIT DEVICE LATCH IS ELECTRICALLY RETRACTED. REQUEST -TO -EXIT BUILT INSIDE PUSH PAD OF EXIT DEVICE SHUNTS ALARM AUTHORIZING ENTRY. PANIC HARDWARE ALLOWS EGRESS BY FUNCTION. B UPON CARD RECOGNITION THE ELECTRIC LOCK IS ELECTRICALLY RELEASED. LOCKSET ALLOWS FREE EGRESS BY FUNCTION. C INSTALL SOLID WEATHERSEALS BEFORE EXIT DEVICE STRIKE AND CLOSER HD ARM SO SEAL IS CONTINUOUS. TEMPLATE HARDWARE ON THE DOOR TO ALLOW FOR SEAL THICKNESS. D ELECTRIC HINGE IS WIRED EXTERNALLY ON THE DOOR AND ROUTED UP THE INSIDE OF THE HOLLOW METAL FRAME NO MORTISE FOR ELECTRIC HINGE IS REQUIRED FROM HINGE TO HARDWARE SET. E CONTRACTOR TO COORDINATE RELATED TRADES. OVERLAPPING ASTRAGAL TO MOUNT ON THE ACTIVE LEAF ON OUTSWING DOORS AND THE INACTIVE LEAF ON INSWING DOORS SO THE LOCK LATCH IS GUARDED BY THE METAL DOOR ASTRAGAL. F CONTRACTOR TO COORDINATE RELATED TRADES TO PREPARE DOOR FRAME TO ACCEPT ELECTRIC STRIKE, OBTAIN TEMPLATES FROM SECURITY VENDER. G PROVIDE NO LOCKSETS OR DUMMY HARDWARE ON INACTIVE LEAF. H DOUBLE DOORS CONSIST OF TWO (2) T-0" X 9'-0" LEAVES. I EXISTING HOLLOW METAL DOOR AND FRAME. CONTRACTOR TO MODIFY DOOR AND FRAME AS REQUIRED TO ACCEPT NEW HARDWARE. J EXISTING DOOR TO BE CLOSED, LOCKED. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN DOOR AND FRAME. FOR GLASS DOORS MATERIAL BEHIND DOOR TO BE PAINTED DARK GRAY. K NEW ALUMINUM STOREFRONT DOOR TO MATCH EXISTING. L PAINT EXTERIOR SIDE OF DOCK DOOR TO MATCH COLOR OF ADJACENT DOCK DOOR. M EXISTING ALUMINUM STOREFRONT DOOR. CONTRACTOR TO MODIFY DOOR AND FRAME AS REQUIRED TO ACCEPT NEW HARDWARE. nECFIVECD [.�� CITY OFi'lil��4it.A t /f JUN 13 2019 PERMIT CENTER NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE I�11 5005 Greenville Avenue Tel: 214.273.1500 I Dallas, TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 or ISSUES & REVISIONS Issue # I Issue Date Issue Description 1 06/03/2019 1 ISSUE FOR PERMIT COC<<'C`vL';I il,?�ttiCG e�Pr=7ti✓'b ice? SEP 27 20U19 City of Tukw^:a SEAUSIGNATURE 9951 REGISTERED _ �ARCHITECT CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 WASHINGTON REGISTERED ARCHITECT 9951 ESHEET TITLE SCHEDULESted SHEET NO: [RE RAWN: VIEW.ROJECT NO.: 27.6699.045 0 2019 Gensler SIGNS BY ADA CENTRAL INC. UNISEX ACCESSIBLE RESTROOM CUSTOM SIGN BLUE HIGH CONTRAST BLUE WHITE u 5/8" HIGH MIN., TYPE 100 RAISED MIN., V®��® ------- DATA HAL - -v TYP.HELVETIETI------------- CA MED. rn 5/8" HIGH MIN., TYPE RAISED 1/32" MIN., UPPERCASE LETTERS COLOR: HIGH CONTRAST O� TYP.HELVETICA MED. 6 WHITE :STROO UPPERCASE LETTERS REF: A05.01 FOR SIGN • . . • • , COLOR: HIGH CONTRAST Q TEXT `- WHITE GRADE 2 BRAILLE ! GRADE 2 BRAILLE 6„ INSTALL 3" FROM STRIKE SIDE OF JAMB TO EDGE OF SIGN ACCESSIBLE WALL MOUNT SIGNAGE 1 SCALE: NOT TO SCALE LL LL 2 0 0 z w v 0 z S Q� W �Q z SIGN OR STENCIL IDENTIFIED EFFECTIVELY AND PERMANENTLY — CONTRASTING COLOR D PARTITION - PROTECT ALL OP NINGS -- 30'-0" MAX. - BETWEEN SIGNS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — LINE OF CEILING /it DIRzialOki :1111:411t4Qrl X=FIRE RATING DESIGNATION LINE OF RAISED ACCESS FLOOR _J TH ARCHITECT.����������������������������ii SIGN OR STENCIL ON ALL FIRE RATED PARTITIONS BELOW RAISED ACCESS FLOOR AND ABOVE CEILING OR 14'-0" A.F.F. IN AREAS WITH NO CEILING P W t t t 10400 Rodgers Road Phone: 281.374.8644 Houston, Texas 77070 Fax: 281.374.8992 Gensler 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com FIRE RATED PARTITION SIGN 2 SCALE: NOT TO SCALE NFPA PANEL SIGN FOR SPECIFIED ELECTROLYTIC CHEMICAL WITH THE VALVE REGULATED ACID BATTERIES WITHIN THE ELECTRICAL ROOM. PROVIDE SIGN AT EACH BATTERY RUN AND ON THE INACTIVE LEAF (OUTSWING SIDE) OF THE DOOR INTO NFPA PANEL SIGN FOR DIESEL FUEL AT EACH ELECTRICAL ROOM AND ON THE SINGLE BOOR STORAGE TANK AND AT INACTIVE LEAF (OUTSW INGSIDE) INTO THE ELCTRICAL ROOM. LEADING INTO THE EQUIPMENT YARD. CENTERED ON DOOR r , �CLx ., IL LL CENTERED ON DOOR NFPA PANEL SIGN 3 SCALE: NOT TO SCALE IIi[*111111:7:111111 ��4f&iLei z SPEC: 1" FONT HELVETICA 3M OPAQUE GRAPHIC FILM COLOR: WHITE MOUNT INSIDE ENTRANCE DOOR. VERIFY IN FIELD NUMBER OF LINES OF TEXT REQUIRED DUE TO WIDTH OF DOOR. �--THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED MAXIMUM OCCUPANCY 14 PERSONS RECFIVEn CITY OF WK'►tiILA JUN 13 2019 •--UU/ PERMIT CENTER GRAPHIC SIGN DETAILS 4SCALE: NOT TO SCALE NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 '0Z ISSUES & REVISIONS Issue # I Issue Date Issue Description 1 06/03/2019 1 ISSUE FOR PERMIT COCA cUr L!arLC� SEP 27 2019 City of Tukv,"a BUILDii 3 DIVIS;0,N SEAUSIGNATURE n9951 REGISTERED . ARCHITECT CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 WASHINGTON REGISTERED ARCHITECT 9951 SHEET TITLE EPROJECTGNAGE=1'-0" el SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 © 2019 Gensler STROBE WHERE OCCURS 1 LOCATIONS at FREIGHT ELEVATORS STROBES STROBE WHERE OCCURS FIRE ALARM PULL z_ rn g FIRE EXTINGUISHER CABINET -4F 4 LOCATIONS at FIRE EXTINGUISHER CABINET 20 STROBES and FIRE ALARM PULLS 6" STROBE WHERE OCCURS i mI L -� THERMOSTAT WHERE OCCURS VERTICAL REVEAL 2 LOCATIONS at CORNERS with REVEALS STROBES and THERMOSTATS STROBE WHERE OCCURS EXIT SIGN I I Ii ® OUTLET WHERE OCCURS I i 22 LOCATION FOR EXIT SIGNS (WALL MOUNTED) TELEPHONE OUTLET MTD HORIZONTALLY POWER OUTLET MTD HORIZONTALLY CREDENZA OR COUNTER LOCATIONS at CREDENZAS or COUNTERS 13 OUTLETS THERMOSTAT LIGHT SWITCHES AND DIMMERS TO BE CLUSTERED AND MOUNTED VERTICALLY CREDENZA OR COUNTER 1 LOCATIONS at CREDENZAS or COUNTERS SWITCHES and THERMOSTATS SCHED SIGN /gy60"TO HIGHEST TACTILE 'FI�py, REM CHARACTER RASFI INF / 48"TO LOWEST TACTILE CHARACTER RASFI INF 15 LOCATION FOR TYPICAL SIGNS PROVIDE GROMMET AT OUTLETS WORKTOP POWER AND TELEPHONE MOUNT HORIZONTALLY 6 LOCATIONS at WORK SURFACES OUTLETS 7 LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. OUTLET GROUPS, STROBES and THERMOSTATS $ LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. SWITCHES, STROBES and THERMOSTATS 9 LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. OUTLETS, STROBES and FIRE ALARM PULLS 1 n LOCATIONS at CORNERS u OUTLETS (T) STROBE WHERE OCCURS STROBE WHERE OCCURS / fI / SWITCH(ES)ORDIMMER(S) THERMOSTAT WHERE OCCURS m z DOOR GANG UNDER ONE PLATE � — THERMOSTAT WHERE OCCURS POWER AND TELEPHONE CLUSTER VERTICALLY MTD CENTERED ON COLUMN \ \ I HANDLE LOCATION, UNO - OUTLET WHERE OCCURS \ 1 LOCATIONS at DOOR JAMBS SWITCH and THERMOSTAT STROBE WHERE OCCURS /--- g" STROBE WHERE OCCURS / SWITCH(ES) OR DIMMERS) DOOR ( GANG UNDER ONE PLATE i7 SWITCHES AND DIMMERS WALL HUNG TELEPHONE THERMOSTAT WHERE OCCURS °� \ I HANDLE LOCATION, UNO * \ i— — OUTLET WHERE OCCURS \ POWER OUTLET WHERE OCCURS LOCATIONS at DOOR JAMBS SWITCH and TELEPHONE STROBE WHERE OCCURS / (, STROBE WHERE OCCURS / CARD READER, EGRESS BUTTON DOOR OR FIRE ALARM PULL FIRE ALARM PULL z � MTHERMOSTAT WHERE OCCURS POWER OUTLET WHERE OCCURS N \ \ ( HANDLE LOCATION, UNO --- OUTLET WHERE OCCURS 3 LOCATIONS at DOOR JAMBS CARD READER, EGRESS BUTTON or FIRE ALARM PULL THERMOSTAT WHERE OCCURS ADDITIONAL OUTLET WHERE OCCURS CL STROBE WHERE OCCURS SWITCH(ES) OR DIMMERS) POWER OUTLET GANG UNDER ONE PLATE I MOUNT HORIZONTALLY — _ — _ — _ THERMOSTAT WHERE OCCURS a OUTLET WHERE OCCURS STROBE WHERE OCCURS i Iii THERMOSTAT WHERE OCCURS HANDLE LOCATION, UNO �— OUTLET WHERE OCCURS 4 LOCATIONS at DOOR JAMBS THERMOSTAT, STROBE or OUTLET ��,�. 11/'- I,.. . 7T 17 LOCATIONS at OPEN DOORS OUTLETS LOCATIONS at MILLWORK COUNTERS MAX 25"DEPTH LOCATIONS at CORNERS 1 SWITCHES, OUTLETS, STROBES and THERMOSTATS 5 SWITCHES, STROBES and THERMOSTATS — POWER AND TELEPHONE MOUNT HORIZONTALLY EQ EQ I 8" 8" ------------40------------- DOOR IN OPEN POSITION STROBE WHERE OCCURS THERMOSTAT WHERE OCCURS SWITCHES & DIMMERS STROBE WHERE OCCURS EQ, EQ STROBE WHERE OCCURS g z i THERMOSTAT WHERE OCCURS a z THERMOSTAT WHERE OCCURS POWER OUTLET OR v POWER OUTLET OR f TELEPHONE OUTLET AN CLUSTER UNIT WHERE OCCURS WHERE OCCURS * � W I Gensler 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETM TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ® X N � z J W 0 CD CL co Q0 J (1) V- = y w < o C/) J C) LO C1I Q M i— fi ��n Y U) 0 0 W F- Cn ISSUES & REVISIONS Issue # Issue Date Issue Description 1 06/03/2019 1 ISSUE FOR PERMIT SEP 27 20i9 City Of TOkwt"'a B!ALCaf "i3 GiVt 7fy 9g5t REGISTERED ARCHITECT CHAO H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 WASHINGTON REGISTERED ARCHITECT 9951 SHEET TITLE MOUNTING LOCATIONS Scale: NTS SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 12019 Gensler PROVIDE TWO(2) SETS OF 0.375" DIA. STEEL HANLDES ON OPPOSIDE SIDES OF BOLLARD. HANDLES TO PROTRUDE 2 1/2" FROM PIPE & BE 6" HIGH. WELD TOP OF HANDLES @ CUT TOP AT 90°. 0'-6" & 2'-0" FROM TOP OF BOLLARD LEAVE BOTH ENDS OF PIPE � OPEN, 0.375" STEEL PLATE WELDED TO DIA. STEEL PIPE BOLLARD. 2 OPPOSITE SIDES OF REMOVABLE BOLLARD TO PROVIDE SUPPORT. PROVIDE o SLOT FOR PADLOCK TO MATCH STEEL PLATE ATTACHED TO ( PADLOCK TO BE PROVIDED BY ANCHORED PIPE SLEEVE. OWNER. SLOPE CONCRETE AWAY FROM BOLLARD FOR DRAINAGE. 0.375" X 9" L X 2" W STEEL PLATE. WELD TO ANCHORED PIPE SLEEVE W/ 2" TO PROTUDE ABOVE GRADE. I PROVIDE SLOT FOR PADLOCK TO 5" STEEL PIPE SLEEVE M MATCH WITH STEEL PLATE ANCHORED INTO GROUND. ATTACHED TO REMOVABLE BOLLARD. LEAVE BOTH ENDS OPEN. 15" DIA. 3000 PSI CONCRETE BASE °°O o 6" DEEP GRAVEL BASE FOR DRAINAGE PAINT ALL EXPOSED METAL HI-VIS YELLOW, EXTERIOR GRADE. PAINT ALL BELOW GRADE METAL DARK GRAY, EXTERIOR GRADE. REMOVABLE PIPE BOLLARD DETAIL Q SCALE: 1/2" =1'-0" CUT TOP AT 90° AND FINISH CONCRETE SMOOTH. PAINT TO MATCH BOLLARD PAINT 6" STEEL PIPE BOLLARD TO MATCH EXISTING. FILL WITH CONCRETE. PAVING REFER TO CIVIL 12" DIA. $000 PSI CONCRETE PIER 1 I I I I I I I I I I I I I I @* I I I I I l I I I I I I LJ L__J `v PIPE BOLLARD DETAIL 04SCALE: 1l2" =1'1' m 3425 S 116TH ST EXISTING PARKING NOT IMPACTED BY THIS PERMIT PROPOSED USE IN AREA OF WORK (WAREHOUSE) WILL NOT INCREASE ACTUAL PARKING DEMAND. PLEASE REFER TO STATEMENT ON G00.00 AND AFFIDAVIT SUBMITTED WITH THIS PERMIT. LEVEL 01- SITE PLAN 01 SCALE: 1" = 20'-0" ° ° 145 0 17'-1" 102'-6" o ° 0 40' - 2" 26' - 5" OPENING 04 7 11" BOLLARD, ARD, 7' - 1 4'-2" 15'-0" 3'-1"' 14'-0" 3'-11' 12'-6" 5'-11" 8'-0" 14'-2" T-11" 9'-1" 04 eoua:o,u.e.o. o ° :01 on ° 07 +; 10 10 10 0 o P° ° 07 0 W 0 0 0 0 0 0 - o 0 0 0 0 0 0 o A' 05 — 03 0 09 sour 145E w 005 o � `p o; 07 07 07 os ° zo 05 9 , 05 m 'D `v > OS iv O6 in 3 05 0" io 39 -0" w N 07 39 CON02800 CON02700 0 0 05 05 in i0 N 07 v 24,� N n 05 d NO _6" nE'I.'FI%IED Q 08 05 07 07 05 v v 08 05 N 9 6" 4, _ 6" 7' 10" 9 CITY OF i t;KWILA „ JUN 13 2019 19'-3" 21'-11" 1V-3" `' 7'1 PERMIT CENTER ENLAR1.GED SITE PLAN 02 SHEEP DOTES 01 EXISTING TRASH/RECYCLING ENCLOSURE TO REMAIN. 02 EXISTING LOADING DOCK AT DOCK HEIGHT TO REMAIN. 03 REFER TO CIVIL FOR EXISTING CONDITIONS, DEMOLITION, GRADING, STORMWATER DRAINAGE, AND EROSION CONTROL DETAILS. 04 PROVIDE AND INSTALL GALVANIZED CHAIN LINK FENCE 10'-0° HIGH. PROVIDE TENSION WIRE ACROSS BOTTOM. GALVANIZED POSTS TO BE SPACED @ 4'-0" O.C. MAX, PLACE IN CONCRETE FOOTING 30" DEEP AT 12" DIA. PROVIDE GATES AS SCHEDULED. ABOVE GATES PROVIDE CROSS MEMBER AND CHAIN LINK TRANSOM. REF 03/A00.50 SIM. FOR FOOTING. 05 CONCRETE EQUIPMENT PADS. REF STRUCTURAL FOR DETAIL. 06 DIESEL GENERATOR WITH BELLY TANK REFER TO ELECTRICAL SHEETS FOR SPECIFICATION. 07 REFER TO ELECTRICAL FOR EQUIPMENT SPECIFICATION. 08 REFER TO MECHANICAL FOR EQUIPMENT SPECIFICATION. 09 ROLLING GATE— CHAIN LINK BASIS OF DESIGN IS HOOVER FENCE COMPANY (WWW.HOOVERFENCE.COM ) COMMERCIAL CHAIN LINK ROLLING GATE ALL 1/58" GALVANIZED HF20 FRAME . PROVIDE PIPE TRACKS TOP AND BOTTOM AND DOUBLE WHEEL CARRIER. PROVIDE TWO (2) 8'0" HIGH LEAVES TO ALLOW FOR 26'-5" OPENING. PROVIDE TWO (2) GATE LOCKIN HES WHERE LEAVES MEET IN THE MIDDLE. 10 REMOVABLE PIPE BOLLARD. REF: 03/A00.50 NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE Gensler 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States V L M K. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 0 • • i • ® 1 r Issue # Issue Date Issue Description 1 1 06/03/2019 ISSUE FOR PERMIT SEP 27 2019 City Of Tulmt!a BUILD;,<'G DIVi::;3r" SEAL/SIGNATURE 9951 REGISTERED �` ARCHITECT CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 WASHINGTON REGISTERED ARCHITECT 9951 SHEET TITLE SITE PLAN Scale: As indicated Ref. North J) 101 SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 ■ © 2019 Gensler WESTB 142 FIRE RISE, 146 LIFE S cC�, SCALE: 1/�r o. 10400 Rodg.. Roa Houston, Texas 770 Gen m, Greenville DallasAV( , TX 75206 United States 'V� Y' 3sN G II NIE 503.222 4453y rpm 1420 F PHONE. (206) 883 9300 z G C C LL Issue ISSUES $� RNS►-►.`- # Issue pate Issue Description1 06/03/2019 ISSUE 2 07Fp /24/2019 CITY R PERMS T 01 COMMENTS LEG C REVPEVVED FOR E�® ODE C01�iPLiq CE APPROVED a SEP 27 2099 AREA NOT IN CO City of 7' Di�s pN NTRACT 1 HR, RATED P (NtC} SHEET �� BUILDING u NON -RATED P RRI7 ON EXIT SCHEDULE TES ® CEILING MOU �17ROUTE _ SErALiStG NTEp EXIT SIGN _ RQUTEA r:, :: - S G -- LENGTH 01 MIOgL WITuia�,,._. N FOR Sac � t� 7 I `"' ^� . E ►HALL MOUNTFn �.,._ _ EXIT MENT APaNELSIG sss UL ASSEMBLIES Design No. U419 (coat.) 6B. Steel Framing Members (Optional, Not Shown)' - As an alternate to Item 6, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels - Formed of No. 25 MSG gals steel, spaced 24 In. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described In Rem 4. Two layers of gypsum board attached to furring channels as described in its 4. Not for use with Item 4A. b. Steel Framing Members' - Used to attach furring channels (Item 68a) to one side of studs (Item 2). only. Clips spaced 481n. OC., and secured to studs with two No. 8 x 24121n. coarse drywall screws, one through the hole at each and of the clip. Furring channels are friction fitted Into blips. KINETICS NOISE CONTROL INC - Type Isomax 7. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 8. Siding, Brick or Stucco - (Optional, not shown) -Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall flea attached to each stud with steel screws, not more than each sixth course of brick. 9. Caulking and Sealants'- (Optional, not shown) -A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO t- Type AS YhUlitSvi�FI��iLil MRTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT 02011 UNDERWRITERS LABORATORIES INC. Design No. U438 July 01, 2010 O fl 1. Floor and Ceiling Runners - "J" -shaped runner, 2.1/2 in. wide with unequal legs of 1 in. and 2 in., fabricated from 24 MSG gale steel. Runnels positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. 2. Steel Studs - "GH" -shaped studs, 2-1/2 in. wide by 1.1/2 In, deep, fabricated from 25 MSG galv steel. Cut to lengths 318 to 112 In. less than floorto ceiling height and spaced 24 In. or 600 mm OC. 2A. Steel Studs - (Not shown)-"E" -shaped studs installed In plays of "C-H" -shaped studs (Item 2) to secure the closure liner panels at the ends of walls. Fabricated from 25 MSG gaiv steel, 2.1/2 in. wide, with one leg 1 In. long and two legs 314 In. long. Shorter legs 1 in. apart to engage gypsum liner panels. Cut to lengths 318 in. less than floor to ceiling height Sill and lintel of opening formed with "J" -shaped runners (Rem 1) secured to "E" -shaped studs with angle clips and steel screws. 3. Gypsum Board* -1 in. thick gypsum wallboard liner panels, supplied to nom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 im fees in length than floor to ceiling height Vertical edges Inserted In "H" -shaped section of "C-H" studs. Free edge of and panels attached to long leg of "J" -runners with i-5/8 in. long Type S steel screws spaced not greater than 12 in. oc. CANADIAN GYPSUM COMPANY -Type SLX UNITED STATES GYPSUM CO - Type SLX USG MEXICO S A DE C V - Type SLX. 4. Gypsum Board* -1/2 In. thick, 4 ft. or 1200 mm (for metric spacing) wide wallboard applied vertically In two layers. Inner or base layer attached to studs with 1 In. long Type S steel screws spaced 24 In. OC along the edges and in the field of the boards. Outer or face layer attached to studs and "J" -runners with 1.5/8 in. long Type S steel screws spaced 12 In. along the edges and In the field of he boards, staggered. Outer layer Joints covered with paper tape and joint compound. Exposed screw heads covered with joint compound. As an alternate method, inner wallboard layer applied vertically, outer wallboard rd layer applied horizontally. zontalI .Inner layer attached to studs with 1 in. Type S steel screws spaced 24 In. OC along vertical edges and in the field. Outer layer attached to the studs and "J" runners over the Inner layer with 1-518 in. long Type S steel screws spaced 12 In. OC in the field, along the vertical edges and to the floor and ceiling runners. Outer layer secured to Inner layer wallboard with 1d/21n, long Type G steel screws located midway between studs and 1 in. from the horizontal joint AMERICAN GYPSUM CO - Types AG.C. BPS AMERICAiNC -Type FRPC,ProRoc Type C. BPS CANADA INC - ProRoc Type C. CANADIAN GYPSUM COMPANY- Type C, IP42, or WHO. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP - Type 5. LAFARGE NORTH AMERICA INC - Types LGFC-C, LGFC-C/A. PABCO GYPSUM, DIVOF PACIFIC COAST BUILDING PRODUCTS INC - Types PG-C. STANDARD GYPSUM L L C -Type SG-C. TEMPLE -INLAND FOREST' PRODUCTS CORP - Type TG-C. UNITED STATES GYPSUM CO - Type C, IP-X2 or WRC. USG MEXICO S A DE C V - Type C, IP-X2 or WRC. 4A. Gypsum Board' - (As an alternate to Rem 4) - 518 In. thick, 4 ft wide. Attached as described in Rem 4. CANADIAN GYPSUM COMPANY - Type AR, IP-AR, IPAI, SCX or WRX. UNITED STATES GYPSUM CO - Type AR, FRX-G, IP-AR, IP-XI, SCX or WRX. USG MEXICO S A DE C V - Type AR, IP-AR, IP-XI, SCX or WRX. 5. Batts and Blankets* - (Optional) - (Not shown) - Mineral wool or glass fiber balls partially or completely filling stud cavity. Any mineral wool or glass fiber bat material bearing the UL Classification Marking as to Fire Resistance. 5A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Rem 5) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity In accordance with the application instructions supplied with the product. Nominal dry density of 3.0lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type ADI00 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.51b1ft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 58. Fiber, Sprayed' -- As an alternate to Batts and Blankets (Item 5) and Item 5A- Spray applied cellulose insulation material. The fiber is applied with water to Interior surfaces in accordance with the application Instructions supplied with the product Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. AWOOL CO INC - Cellulose Insulation lN_ T)tII W1uy1 TI{ 0 L�__N_ItJj; C RTIFI LABORATORIES DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. Design No. U906 September 30, 2010 BEARING WALL RATING - 2 HR. NONBEARING WALL RATING - 2 HR. ED C3 D C :MSS . _.. ( 2 Horizontol'<Sectior 1. Concrete Blocks' - Nominal 6 by 8 by 16 In, hollow or solid. Classification D-2 (2 hr.) ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC Allowable compressive stress of 57 % of max allowable compressive stress in accordance with the emparical design method. BETCQ BLOCK & PRODUCTS INC ARTHUR WITCOMB WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.61% of max allowable compressive stress In accordance with the emperical design method. 2. Mortar- Blocks laid in full bed of mortar, nom. 318 In. thick, of not less than 2.1/4 and not more than 3.1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster- Add 112 hr to Classification if used. Attached to concrete blocks (Item 1). 4. Foamed Plastic" - (Optional - Not Shown) -1.112 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO - Type Thorax 'Bearing the UL Classification Mark NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT 02011 UNDERWRITERS LABORATORIES INC. Design No. C-AJ-5001 March 05, 2007 1. Floor or Wall Assembly ..Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100.150 pcf or 1600.2400 kgl.m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 181n. (457 mm) See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 1A. Steel Sleeve - (Optional, not shown) - Nom 10 in. (254 mm) (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted Into floor or wall assembly. Sleeve may extend a max of 2 In. (51 mm) above top of floor or beyond either surface of wall. T Rating is 0 Hr when sleeve Is used. 2. Through Penetrant - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper pipe, nom 12 in. (305 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. (305 mm) diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe or nom 12 In. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe centered In the opening and rigidly supported on both sides of the floor orwall assembly. 3. Pipe Covering*- Nom 112 to 21n. (13 to 51 mm) thick hollow cylindrical heavy density (min. 3.5 pef or 56 kg1m3) glass fiber units jacketed on the outside with an all service jacket Longitudinal joints sealed with metal fasteners or factory -applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt strip tape supplied with the product See Pipe and Equipment Covering - Materials' (BRGU) category In Building Matedals Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 60 or less may be used. 4. Firestop System - The details of the firestop system shall be as follows: A. Packing Material - Min 1 in. (25 mm) thickness of firmly packed mineral wool bait Insulation used as a permanent form. Packing material to be recessed from top surface of floor or sleeve or from both surfaces of wall as required to accommodate the required thickness of caulk fill material (Item B). B. Fill, Vold or Cavity Material* - Caulk or Sealant - Applied to fill the annular space flush with the top surface of the floor or sleeve or flush with both surfaces of wall. When nom pipe covering thickness is 21n. (51 mm), min thickness of caulk fill material is 2 in. (51 mm). When nom pipe covering thickness is 1.1/2 in. (38 mm) or less, min thickness of caulk fill material is 1 In. (25 mm). The hourly F and T Ratings of the firestop system are dependent upon the thickness of the floor or wall, the size of pipe, the thickness of pipe covering material and the size of the annular space (between the pipe covering material and the edge of the circular through opening), as shown in the following table: 3M COMPANY - CP 2SWB+ or FB-3000 WT NOTE: fiwLtl9Mfg9NLMCZtRTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT 02011 UNDERWRITERS LABORATORIES INC. Min Floor or Wall Thkns In. Max Pipe Diam In. Nom Pipe Covering Thkns In. Annular Space In. F Rating Hr T Rating Hr 2-1/2 (64) 4 (102) 1 or 1-1/2 (25 or 38) 1/2 to 2-3/8 (13 to 60) 2 1 4-1/2(114) 4 (102) 2 (51) 1/4 to 3-5/8 (6 to 92) 2 1-1/2 2-1/2 (64) 1 12 (305) 1(25) 1/2 to 1-1/2 (13 to 38)1 21 1/2 4-1/2(114) 12 (305) 1(25) 1/2 to 2-3/8 (13 to 60) 3 1 2-1/2 (64) 12 (305) 1/2 (13) 1/2 to 2-3/8 13 to 60) 2 0 Design No. U419 August 14, 2010 Nonbearing Wall Ratings--1,2,3, or 4 HR. (See Items 3 & 4) i I'- No, h t' L.yrr" �i`�i nnd. Itourly tt LmxK, i S- IL 4 1. Floor and Ceiling Runners - (Not shown) - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 In. OC mart. 2. Steel Studs - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width as Indicated under Item 4, min 1.1/4In. flanges and 114 In. return, spaced a max of 24 In. OC. Studs to be cut 318 to 314 In. toss thanassembiy height 3. Batts and Blankets' - (Required as Indicated under Item 4) - Mineral wool balls, friction fitted between studs and runners. Min nom thickness as Indicated under hem 4: See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 3A. Batts and Blankets* - (Optional) - Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4. Gypsum Board* - Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints In adjacent layers (multilayer systems) staggered a min of 12 In. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Wallboard Protection on Each Side of Wall Rating Min Stud No. of Layers Depth &Thkns of of Panel (Item 3) Insulation 1 3.1/2 1 layer, 518 In. thick Optional 1 2.112 1 layer, 112In. thick 1.1/2In. 1 1.518 1 layer, 3/4 In. thick Optional 2 1.5/S 2 layers, 1/2 in, thick Optional 2 1.5/8 2 layers, 518 in. thick Optional 2 3.1E 1 layer, 314 In, thick 31n. 3 1.5/8 3 layers, 112 In. thick Optional 3 1.5/8 2 layers, 314 In. thick Optional 3 1.5/8 3layers, 518 in. thick Optional 4 15/8 4layers, 518 in. thick Optional 4 1.518 4 layers, 112 In. thick Optional 4 2.1/2 2layers, 3/4 In. thick 21n. CANADIAN GYPSUM COMPANY -112 in. thick Type C, IF-X2 or IPC-AR; WRC, 518 In. thick Type AR, C, IP-AR, IPAI, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 314 In. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO-112In. thick Type C, IP-X2, IPC-AR or WRC; 518 in. thick Type SCX, SHX, WRY, IPAI, AR, C, WRC, FRX-G, IP- AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V -1/2 in. thick Typo C, IP-X2, IPC-AR or WRC; 518 In, thick Type AR, C, IP-AR, IRX1, IP.X2, IPC-AR SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 68, Steel Framing Members', is used, Nonbearing Wail Rating is limited to 1 Hr. Min. stud depth is 3.1/2 in., min. thickness of Insulation (Item 3) is 3 in., and two layers of gypsum board panels (112 in. or 518 in. thick) shall be attached to furring channels as described in Item 5.One layer of gypsum board panels (112 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Hem 5. 4A. Gypsum Board' - (As an aftemate to Item 4) - 518 in. thick, 2 ft, wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 5. Joint covering (Item 7) not required. CANADIAN GYPSUM COMPANY -Type SHX. UNITED STATES GYPSUM CO - Type SHX. USG MEXICO S A DE C V - Type SHX. 5. Fasteners - (Not shown) - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Single layer systems:/ in, long for 112 and 518 in. thick panels or 1.1/4 in, long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 In. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer-1 in. long for 112 and 518 in. thick panels or 1-1/4 in. long for 314 in. thick panels, spaced 16 in. OC. Second layer-1.5/8 in. long for 112 in., 518 in. thick panels or 2.1/4 in. long for 314 in. thick panels, spaced 16 in. OC with screws offset 81n. from first layer. Three -layer systems: First layer-1 in. long for 112 in., 518 in. thick panels, spaced 24 in. OC. Second layer-1-5/8 in. long for 112 in., 518 in. thick panels, spaced 24In. OC. Third layer- 2-1/4 in. long for 1/2 in., 518 in. thick panels or 2.5f8 In. long for 518 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems; First layer-1 in. long for 112 In., 518 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 112 in., 518 in. thick panels, spaced 24 in. OC. Third layer. 2.1/4 in. long for 112 in. thick panels or 2.5/8 in. long for SM in. thick panels, spaced 24 in. OC. Fourth layer- 2.5/8 in. long for 1/2 in. thick panels or 3 in. long for 518 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6. Furring Channels - (Optional, not shown, for single or double layer systems) - Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 112 in. long Type S-12 steel screws. Not for use with Item 4A. 6A. Steel Framing Members (Not Shown)' - (Optional on one or both sides, not shown, for single or double layer systems) - As an alternate to Item 6, furring channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG gaiv steel. 2-3/0 in. wide by718 in. deep,spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Hem b. Gypsum board attached to furring channels as described in Item S. Not for use with item 4A. b. Steel Framing Members' - Used to attach furring channels (Hem 6Aa) to studs (Item 2). Clips spaced max. 48 in. OC., and secured to studs with No. 8 x 1.112 In. minimum self -drilling, S-12 steel screw through the center grommet Furring channels are friction fitted into clips. PAC INTERNATIONAL INC-Type RSiC.1. Design No. W-L-2014 February01, 2001 THROUGH -PENETRATION FIRESTOP SYSTEM--21-1. �r rl 1. Wall Assembly - The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and In the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall Include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 In. lumber spaced 16 in. OC. Steel studs to be min 2.1/2In. wide and spaced max 24 in. OC. S. Gypsum Board* - Two layers of nom 518 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 8 in. 2.Nonmetallic Pipe - Nom 4 in. diam (or smaller) Schedule 40 polyvinyl chloride (PVC) or SDRIT chlorinated polyvinyl chloride (CPVC) pipe for use in closed (process or supply) piping systems. Pipe to be rigidly supported an both sides of wall assembly. 3. Firestop System - The hourly F and T Rating for the firestopsystems are dependent upon the size of pipe, annular space, and min forming and fill material thicknesses as described In the table below. When the annular space in the table shows a range of distances, the penetrating item may be installed either concentrically or eccentrically within the firestop system. The firestop systems shall consist of the following: A. Steel Sleeve or Wire Mesh - No. 8 steel wire mesh having a min 1 in. lap along the longitudinal seam. Length of sleeve to be 114 to 112 In. less than overall thickness of wail such that, when Installed in circular opening, the ends of the sleeve are recessed 1/8 to 114 In, from each surface of the wall. Sleeve may also be formed of min 0.034 in. thick (20 MSG) gaiv shoot steel. B. Packing Material - Mineral wool batt insulation firmly packed into opening as a permanent form at the thickness shown In the table below. Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. As an option to the above, backer rod and/or foamed plastic backer material may be used. C. Fill, Vold or Cavity Material* - Caulk - Applied within the annulus, flush with both surfaces of wall as shown in the table below; *Bearing the UL Classification Mark NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT 02011 UNDERWRITERS LABORATORIES INC. 0 M_Pip. Din. rn. Annular Spurn In. Min Forming hle Depth 1. ".Fill Me Depth 1.. F Rnting 11, T Rml g Hr 4 3/4. 1414 1-114 2 1-1t2 3-k/2 2 1-3/8 314 3l4 I i Design No. W-L-5028 February 08, 2006 THROUGH -PENETRATION FIRESTOP SYSTEM--21-1. :'181 A.... `kit SECTION A -A 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the Individual U300 or U400 Sodas Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in, wide and spaced max 24 in. OC. B. Gypsum Board* - 510In. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener typo and sheet orientation shall be as specified in the Individual Wall and Partition Design. Max diam of opening Is 7.1/2 In. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wail assembly in which It is Installed 2. Through Penetrants - One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly: The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe - Nom 4in. diam (or smaller) Schedule 40 (or heavier) steel pipe. B. Copper Tubing - Norni2In. diam (or smaller) Type L (or heavier) coppertubing. C. Copper Pipe - Nom 2 in, i lam (or smaller) Regular (or heavier) copper pipe. 3. Tube Insulation -Plastics+- Nom 3/4 in. thick acrylonitdle butadiendpolyvinyl chloride (ASIPVC) flexible foam furnished in the form of tubing. An annular space of min 0 in. (point contact) to max 1.1/2 in. Is required within the firestop system. See Plastics+ (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94.5VA may be used. The hour T Rating of the firestop system is dependent on the houdy fire rating of the wall assembly In which it is installed, the size and type of through penetrant and the pipe covering thickness, as shown in the table below: 4. Fill, Vold or Cavity Material' - Sealant - Min 518 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point contact location between pipe covering and gypsum wallboard, a min 1/2 in. diam bead of fill material shall be applied at the pipe coveringigypsum wallboard Interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant 10 the UL Classification Mark REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT 02011 UNDERWRITERS LABORATORIES INC. 0 Wall Assembly Rating lIc Type+ hrough Penetrant Max Diam In. 1 A 4 1 A,BorC 2 2 A 4 2 A,BorC 2 Design No. C-AJ-2169 February 14, 2006 TOP SYSTEM--21-1. RECEIVED CITY ()F 1 UMVILA JUN 13 2019 SECTION -A PERM CENTER 1. Floor or Wail Assembly - Min 4-1/2 In. thick reinforced lightweight or normal weight (100.150 pco concrete floor. Wall may also be constructed of any UL Classified Concrete Blocks". Max diam of opening is 4 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Metallic Sleeve - (Optional) - Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Through Penetrants - One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe or conduit and the periphery of the opening shall be a min of 1/2 in. to max 1.3/8In. Pipe or conduit to be rigidly supported on both sides of floor orwall. The following types and sizes of pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain, waste, or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 21n. diam (or smaller) SDR 17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. C. Rigid Nonmetallic Conduit+- Nom 2 in. diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code, (NFPA No. 70). 4. Firestop System - The firestop system shall consist of the following: A. Forming Material* - Min 1-1/2 in. thickness foamed into opening as a permanent form. Forming material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CF128-DW or CF511 Foam Sealant B. Fill, Void or Cavity Material* - Sealant - Min 3 in. thickness aterial applied ..within ntthe annulus, flush with/top � surface of floor or with both surfaces of wall.09 "Bearing the UL Classification Mark NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT 02011 UNDERWRITERS LABORATORIES INC. 0 t 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETM TECH www.tetratech.com 1420 Frith Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ® X N (13CL z J ry W �_ C*M Q U) 00 = rn= -r- W C F- Q a r J QLO N g.4 U) 0 W U) ISSUES & REVISIONS Issue # Issue Date Issue Description 1 06/03/2019 ISSUE FOR PERMIT �' r�Tr<a v c.0 SEP 27 2C19 City cf Tulw!a� SEAUSIGNATURE �9951 REGISTERED . ARCHITECT CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 `ASHINGTON REGISTERED ARCHITECT 9951 J ESHEET TITLE ftale:12" ES " SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 © 2019 Gensler 01 T 103 7 1 1 1-1 C. 6) 08 SHEET NOTES 01 EXISTING STOREFRONT DOOR TO REMAIN. PERMANENTLY CLOSE AND LOCK REF CONSTRUCTION PLAN. 02 EXISTING STRUCTURE TO REMAIN. PROTECT DURING ALL PHASES OF DEMO AND CONSTRUCTION, TYP. 03 EXISTING STUD DEMISE WALL TO REMAIN. CONFIRM CONDITION OF EXISTING FIRE RATED CONSTRUCTION AND REPAIR AS REQIRED TO MAINTAIN RATING. 04 FULL HEIGHT DEMISING PARTITIONS TO BE REMOVED. 05 REMOVE EXISTING OVERHEAD DOORS. ALL ASSOCIATED HARDWARE AND TRACKS AND STORE PER LANDLORD RECOMMENDATION. 06 EXISTING DOOR TO REMAIN. PERMANENTLY CLOSE AND LOCK REF CONSTRUCTION PLAN. 07 EXISTING CONCRETE SHEAR WALL TO REMAIN. 08 EXISTING 14W HIGH OPENING IN SHEAR WALL. 09 PROVIDE NEW 12'-0"HIGH OPENING IN EXISTING STUD WALL. 10 REMOVE EXISTING PLUMBING FIXTURES, TYP. 11 EXISTING SKYLIGHT ABOVE. CAP PER DETAIL 071Al2.011. 12 EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN. CONTRACTOR TO CONFIRM EXISTING CONDITIONS. 13 EXISTING WALL TO REMAIN. CONFIRM CONDITION OF EXISTING FIRE RATED CONSTRUCTION AND REPAIR AS RECIIRED TO MAINTAIN RATING. GENERAL NOTES A RE: AOO DRAWING SERIES FOR SCHEDULES, LEGENDS, SYMBOLS AND ABBREVIATIONS. B FOR CONSTRUCTION PLAN AND OTHER PLAN REFERENCES, RE: A02 DRAWING SERIES. C COORDINATE WITH PROPERTY MANAGER FOR RETURN OF SALVAGE ITEMS TO BUILDING OWNER FOR FUTURE REUSE. COORDINATE WITH PROPERTY MANAGER FOR ITEMS REQUIRED. D REMOVE EXISTING INTERIOR PARTITIONS, DOORS, FRAMES, HARDWARE, FLOOR AND WALL FINISHES, LIGHTS AND CEILING SYSTEMS NOT SHOWN TO REMAIN OR AS REQUIRED FOR NEW WORK. E REMOVE EXISTING TELEPHONE AND DATA CABLING NOT SHOWN TO REMAIN ON CONSULTANTS PLANS OR AS REQUIRED FOR NEW WORK. F REMOVE EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS NOT SHOWN TO REMAIN ON CONSULTANT'S PLANS OR AS REQUIRED FOR NEW WORK. G PATCH, REPAIR, AND PREPARE ALL AFFECTED AREAS IN PREPARATION FOR NEW WORK. H ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. UPON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. J IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER. K REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. L COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTYAND ENVIRONMENTAL PROTECTION. M PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS —43 TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. N CLEAN LOOSE PARTICLES / DUST FROM JOISTS USING COMPRESSED AIR AFTER DEMOLITION IS COMPLETED. nECEIVEn CITY OF TUK%VILA JUN 13 2019 PERMIT CENTER SELECTIVE DEMOLITION FLOOR PLAN SCALE: 1/8"= 1'-0" 1 01 . .. . ...... . ..... AR EA F 0 WORK DEMO LEGEND EXISTING - NOT PART OF SCOPE EXISTING WALL TO REMAIN PARTITION TO BE DEMOLISHED NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK. VENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com A TETRA TEC]ii'� www.tetratech.com 1420 Fifth Avenue Suite 600 Seattle, �W 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 (D X C14 F— CD z 5 LLJ 3: CD 0 Ci CL C' (.0 00 T- -D C/) oo U1 < C3 C3 < Cj) _3 < LO CN CD < Cn ILLI F— U) C) Q Uj F— C/) r ISSUES & REVISIONS Issue # I Issue Date Issue Description 1 1 106/03/2019 1 ISSUE FOR PERMIT ) / ?- oi92 CGLZ SEP 27 2019 CRY cf Tukv.,."!3 BUILD:,,'-G 01vt:,;0p,, �9951 REGISTERED ARCHITE CT I CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINCIBU, AIA 06/03/2019 ll,WASHINGTON REGISTERED ARCHITECT 9951 SELECTIVEScale: SHEETTITLE 'DEMOUTION PLAN Scale MID Ref. North Scale: As indicated SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699,045 . Anj0-A U 2019 Gensler 19 n CONFERENCE 132 OVERALL CONSTRUCTION FLOOR PLAN 01 SCALE: 1116" = V-0" 02 MAINTENANCE ACCESS ZONE _ EXISTING - NOT PART OF SCOPE EXISTING WALL TO REMAIN NEW PARTITION 1 HR. RATED FIRE PARTITION RECEIVED CITY OF TUKWILA AUG 2 1 2019 PERMIT CENTER NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK. ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com f9 TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ® N X h- J W L1J CD O cv `'i 0 U) o m = W CD o 0to 1714 Uj u) C..) 0 U.1 f W I— U) e- ISSUES & REVISIONS Issue # I Issue Date Issue Description 1 06/03/2019 1 ISSUE FOR PERMIT 2 07/24/2019 1 CITY COMMENTS o, REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION SEALISIGNATURE 995' REGISTERED ARCHITECT e CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 �WASHINGTON REGISTERED ARCHITECT 9951 J ESHEET TITLE OVERALLUCTION PLAN ted aef. North el SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 © 2019 Gensler 10 09 08 1 07 I ( 01 02 03 04 05 06 1 I ' I C VIES - C C L (C. I LEVEL 01- CONSTRUCTION FLOOR PLAN Q SCALE: 1/8" = V-0" SHEET NOTES 01 CONCRETE HOUSEKEEPING PADS, REF. 01/Al2.10. 02 TATE INC. RAMP ASSEMBLY, SLOPE NO GREATER THAN 1:12, LENGTH OF RAMP NOT TO EXCEED 3T-0". PROVIDE ALUMINUM HAND RAIL ON BOTH SIDES SUPPORTED BY NON-COMBUSTIBLE WOOD BLOCKING WITHIN PARTITION TO ALLOW 250 LB. SHEAR LOAD CAPABILITY. BOTH SIDES WALL MOUNTED.. HANDRAILS EXTEND 12" BEYOND TOP AND BOTTOM OF RAMP. REF 061Al2.50. 03 TATE POST -LOCK STAIR ASSEMBLY. REF 01/Al2.50. PROVIDE ALUMINUM HANDRAIL ON BOTH SIDES. HANDRAILS TO EXTEND 12" BEYOND LAST RISER AT TOP OF STAIR AND ONE TREAD WIDTH OR 12" AT BOTTOM OF STAIR. REF 1/Al2.50. WHERE HANDRAIL IS WALL MOUNTED PROVIDE SUPPORT BY NON-COMBUSTIBLE WOOD BLOCKING WITHIN THE PARTITION TO ALLOW 250 LB. SHEAR LOAD CAPABILITY. 04 ORIGIN POINT OF RAISED ACCESS FLOOR GRID. FLOOR AND CEILING GRIDS ALIGN EXACTLY. CONFIRM WITH CONSTRUCTION MANAGER PRIOR TO PARTITION CONSTRUCTION. 05 TATE INC. RAISED ACCESS FLOOR: "CONCORE 12W PANELS WITH 4' BOLTED STRINGER AND GRATEAIRE PERFORATED TILES, ELEVATION @ 30" ABOVE CONCRETE DECK. SUBFLOOR STRUCTURE TO BE CAPABLE OF SUPPORTING CONCORE 2500 SYSTEM PANELS. CONFIRM LOCATION AND QUANTITY OF GRATEAIR PERFS PRIOR TO ORDERING. 06 5L8. 5B:C HALOTRON 1 FIRE EXTINGUISHER. MOUNT AS NOTED: LARSEN 818 BRACKET OR LARSEN RECESSED CABINET 2409-R2 HORIZONTAL DUO CLEAR ACRYLIC DOOR WHITE BAKED ENAMEL MOUNT BOTTOM EDGE @ 27" A.F.F., TYPICAL. 07 REFER TO 08/Al2.50 FOR PARTITION BELOW THRESHOLD. 08 5LB. 2A:10B:C ABC FIRE EXTINGUISHER. MOUNT AS NOTED: IARSEN 818 BRACKET OR LARSEN RECESSED CABINET 2409-R2 HORIZONTAL DUO CLEAR ACRYLIC DOOR WHITE BAKED ENAMEL MOUNT BOTTOM EDGE @ 27" A.F.F., TYPICAL. 09 REFER TO ENG. DRAWINGS FOR LOCATION OF CRAC UNITS IN THE MECH. ROOMS. AT EACH CRAC UNIT PROVIDE TWO (2) 56" LONG X 24" WIDE FRAMED SUPPLY AIR OPENINGS IN THE PARTITION BELOW RAISED FLOOR FOR EACH NEW & FUTURE CRAC UNIT. PROVIDE TWO (2) W LONG AND 24" WIDE FRAMED RETURN AIR OPENINGS IN THE PARTITION ABOVE THE DATA CENTER SUSPENDED CEILING @ EACH NEW & FUTURE CRAC UNITS. PROVIDE ONE (1) 56" LONG X 24" WIDE FRAMED SUPPLY AIR OPENING IN THE PARTITION BELOW RAISED FLOOR FLOOR INTO THE DATA HALL @ EACH MMR ROOM & ONE (1) 56" LONG X 24" WIDE FRAMED RETURN AIR OPENING IN THE PARTITION INTO THE DATA HALL ABOVE THE DATA CENTER CEILING @ EACH MMR ROOM. RETURN AIR OPENINGS ABOVE DATA CENTER ARE TO BE PROTECTED BY KEES INC. SECURITY GRATE (OR SIMILAR) A STYLE FRAME 2-1/2" X 2-1/2" ANGLE IRON FRAME W/ HOLES FOR FASTENING TO PARTITION. 1/4"X IN DIAMETER COLD ROLLED BARS, 6" O.C. BOTH WAYS, WELDED AT THE FRAME & CROSS POINTS. THE DATA HALL IS THE SECURE SIDE. REF DETAIL 31Al2.01. 10 PROVIDE GYP. CLAD BULKHEAD AT 1 P-11" AFF. 11 REFER TO DETAIL 5/Al2.01 FOR INFILL OF OVERHEAD DOORS. 12 CONTRACTOR TO PATCH, REPAIR, MODIFY PARTITION AS REQUIRED TO MAINTAIN 1-HOUR FIRE RATING. CONTRACTOR TO VERIFY CONDITION OF FIRESTOPPING AT CONCRETE SHEAR WALL. 13 EXISTING DOOR TO BE CLOSED, LOCKED AND SCREWED SHUT. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN DOOR AND FRAME. 14 EXISTING STOREFRONT. PROVIDE BLACK OUT WINDOW FILM (3M ULTRA SERIES 600 OR LLUMAR (6MIL) ON INSIDE FACE OF GLAZING BEFORE ANY INTERIOR WALL CONSTRUCTION. SEE FINISH SCHEDULE. 16 REFER TO DETAIL 09/Al2.01 FOR RATED WALL CONDITION AT EXISTING SKYLIGHT, 0 A RE: ADO DRAWING SERIES FOR SCHEDULES, LEGENDS, SYMBOLS AND ABBREVIATIONS. B RE: GOO SHEET SERIES FOR CODE ANALYSIS RELATED TO PROJECT. C RE: Al2.00 FOR PARTITION TYPES D RE: A00.20 FOR DOOR SCHEDULE. MULTIPLE DOORS INTO A SINGLE ROOM HAVE AN ALPHABETICAL DESIGNATION E ALL EXISTING DOORS, FRAMES AND HARDWARE TO REMAIN ARE DESIGNATED WITH AN "E" SYMBOL, U.N.O. DOUBLE DOOR INACTIVE LEAF IS DESIGNATED WITH AN "I" SYMBOL, U.N.O. F ALL PARTITIONS AT THE WINDOW WALL ARE CENTERED ON EITHER COLUMNS OR WINDOW MULLIONS, LINO. G COORDINATE AND PROVIDE NON-COMBUSTIBLE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO PARTITIONS OR CEILINGS. H PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNO. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESSES AND MOUNTING OF FINISHES. J RE: Al2.51 SEISMIC DETAILS. RE: STRUCTURAL FOR ADDITIONAL INFORMATION. K REFER TO ELECTRICAL SHEETS FOR EQUIPMENT LAYOUT AND SPECIFICATIONS. KEY PLAN AREA OF 0 S WORK cg LEGEND EXISTING -NOT PART OF SCOPE EXISTING WALL TO REMAIN NEW PARTITION 1 HR. RATED FIRE PARTITION NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN V 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vimk.com www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 0-4 N Z W 3 00 M C� o G3� Q e7 W Q I— � a � U) Q LO Q M = Uj I W H_ U) ISSUES & REVISIONS Issue # I Issue Date Issue Description 1 06/03/2019 1 ISSUE FOR PERMIT 2 07/24/2019 1 CITY COMMENTS m REVIEWED -FOR CODE COMPLIANCE ;ECEIVCC CITY OF TUKWILA APPROVED AUG 21 2019 SEP 2 7 2019 "E^forr CENTER City of Tukwila BUILDING DiVlcrn� 51 REGISTERED ` ARCHITECT CA H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 WASHINGTON REGISTERED ARCHITECT 9951 SHEET TITLE CONSTRUCTION PLAN Scale: As indicated Ref. North SHEET NO: DRAWN: REVIEW., PROJECT NO.: 27.6699,045 ■ 01 © 2019 Gensler 01 02 03 04 05 I I I I I I I I I I I I I I I I I 0 07 06 I I 1 I I 'I 02 02 02 �� F �fCu CONDENSER ROOF OPENING I/ \I ROOF OPENING ( ROOF OPENING I I I I I 02 oz o2 02 I I I I I of MNnnfii; .C.Oft00213 I I m ROOF OPENING I FCU CONDENSER CONn0623 C.ON00921 w— 08 1 1 1 1 1 09 1 1 1 1 10 1 I I 1 1 1 1 1 t 1 6>,e2 Gensler 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States L VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 N ryo J W O (Z U) 00 cC VU Q a c p Ln O M M W F— W 0 ILIJ U) ISSUES & REVISIONS Issue # Issue Date Issue Description 1 06/03/2019 ISSUE FOR PERMIT L "SEP 27 2UMi4y cf Te *kv.,i,sl7i�''� VESTIBULE 142 CL03 01 03 FIRE RISER 146 CL03 01 03 Vw271 NSF IN Tr I REFLECTED CEILING PLAN - LEVEL 01 O 1 SCALE: 1/8" =1'-0" SHEET NOTES 01 SUSPENDED LIGHT FIXTURES TO BE POSITIONED @ 1Z-0" A.F.F. PLUMB ALL STEM, AIRCRAFT CABLE, AND APPURTENANCES USED TO SUPPORT SUSPENDED LIGHT FIXTURES. 02 CEILING GRID ALIGNS WITH FLOOR GRID EXACTLY. REFER TO CONSTRUCTION MANAGER FOR RAISED ACCESS FLOOR ORIGIN POINT. 03 RE: Al2.51 FOR SEISMIC DETAILS. SEISMIC NOTE: ALL PENDANT SUSPENDED LIGHT FIXTURES TO BE GUYED OFF PURSUANT TO LOCAL CODE. 04 LOCATION OF SEISMIC SEPARATION JOINT AS REQUIRED BY THE NORTHWEST WALL & CEILING BUREAU. 05 PROVIDE PERFORATED CEILING TILES (CL02). CONFIRM QUANTITY AND LOCATIONS OF PERFORATED TILES WITH MEP PRIOR TO PLACING ORDER. RE: FINISH SCHEDULE SHEET Al2.10. PROVIDE 120 CT. 06 EXISTING CEILING AND LIGHT FIXTURES TO REMAIN IN AREAS DESIGNATED "NOT IN CONTRACT (NIC)", TYP. A RE: A00 DRAWING SERIES FOR SCHEDULES, LEGENDS, SYMBOLS AND ABBREVIATIONS. B RE: A00.40 FOR TYPICAL DEVICE MOUNTING LOCATIONS. C ALL ACOUSTICAL CEILING HEIGHTS ARE MEASURED FROM TOP OF CONCRETE DECK. D CENTER ALL EXIT SIGNS, SMOKE DETECTORS, ETC. IN THE CENTERLINE OF CORRIDORS AND CENTERLINE OF LIGHT FIXTURES, UNO., OR VIOLATION OF APPLICABLE CODES WOULD OCCUR. E INSTALL REGISTERS AND LIGHT FIXTURES WITHIN GRID LINES. INSTALL SPEAKERS, LIGHT FIXTURES, AND OTHER CEILING ELEMENTS IN THE GEOMETRIC CENTER OF ACOUSTICAL UNITS OR CEILING PANELS, LINO, F IN ACOUSTICAL CEILINGS, LOCATE ALL SPRINKLER HEADS IN THE GEOMETRIC CENTER OF PANELS, LINO. J RE: MEP DRAWINGS FOR DESIGN OF MECHANICAL AND ELECTRICAL SYSTEMS. ARCHITECTURAL PLANS GOVERN FOR LOCATION OF ITEMS INSTALLED IN CEILINGS. NOTIFY ARCHITECT IF CONFLICTS OCCUR. K RE: ELECTRICAL DRAWINGS FOR FIXTURE SCHEDULE, EXIT LIGHTS AND OTHER LIFE SAFETY DEVICES. L ARRANGE CONCEALED ITEMS TO PROVIDE ADEQUATE CLEARANCES FOR CEILING AND ITS DEVICES. M VERIFY ACCESS PANEL LOCATIONS WITH ARCHITECT PRIOR TO LAYOUT OF WORK REQUIRING ACCESS. N FINISH HVAC DIFFUSERS AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNO. tZEEXISTING -NOT PART OF SCOPE ACOUSTICAL CEILING AND GRID FLUORESCENT LIGHT FIXTURE ® LINEAR LIGHT FIXTURE CEILING MOUNTED EXIT SIGN �j WALL MOUNTED EXIT SIGN NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK, ENGINEERING +DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ® CN nx W Z J (� L1j CD Q- CD oO U] 00 J Cn Z 'U Q F— C3 a FI) .Q_J Ln 04 <C Uj I— J/ U LLJ b LU H U) el ISSUES & REVISIONS Issue # I Issue Date Issue Description 06/03/2019 1 ISSUE FOR PERMIT 2 07/24/2019 1 CITY COMMENTS or Co SY OF TUKWILA AUG 21 2019 pEI3 JAI I CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 7 2019 City of Tukwila BUILDING DIVISION SEALISIGNATURE {951 REGISTERED ARCHITECT CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 WASHINGTON REGISTERED ARCHITECT 9951 ESHEET TITLE REFLECTEDNG PLAN ted eo>. North SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27,6699.045N.■ © 2019 Gensler i 07 06 CN VESTIBULE F-142 I CEr cc (C.6 NO LEVEL 01 - FINISH PLAN 2 SCALE: 1/8"= V-G" SYEET NOTES 01 STAINLESS STEEL CORNER GUARDS: 8'-0" LONG W/ 3 1/2" LEG, SCREW ON. TO FASTEN APPLY CEMENT PRIOR TO FASTENING TO CORNER. MOUNT 6"A.F.F. 02 SEAL ALL CONCRETE BELOW RAISED ACCESS FLOOR (CO01) REFER TO FINISH SCHEDULE A00.20 03 ALL EXPOSED WALL AND STRUCTURE ABOVE IZ-T A.F.F. TO BE PAINTED PT05 04 ON ALL FIRE RATED PARTITIONS, PROVIDE EFFECTIVELY & PERMANENTLY IDENTIFIED SIGN OR STENCILING (PAINTED W/ A CONTRASTING COLOR). LOCATE BELOW RAISED ACCESS FLOOR & ABOVE SUSPENDED CEILING OR GRID. IN AREAS WIOUT CEILING GRID, LOCATE SIGN OR STENCILING AT W-T A.F.F. REPEAT SIGN OR STENCILING AT INTERVALS NOT TO EXCEED 3VW HORIZONTALLY. SIGN OR STENCILED LETTERING TO BE 5"IN HEIGHT & READ:"X HOUR FIRE RATED PARTITION - PROTECT ALL OPENINGS' (X=FIRE RATING DESIGNATION). REF 21A00.30 05 COLUMNS TO BE PAINTED PT03 06 PROVIDE NFPA PANEL SIGN FOR SPECIFIED ELECTROLYTIC CHEMICAL WITHIN THE VALVE REGULATED ACID BATTERIES WITHIN THE UPS ROOM. PROVIDE PANEL SIGN AT EACH BATTERY RUN AND ON THE INACTIVE LEAF (OUTSWING SIDE) OF THE DOOR INTO UPS ROOM AND ON THE SINGLE DOOR (OUTSWING SIDE) INTO THE ELECTRICAL ROOM. LOCATE SIGNAGE CENTERED ON DOOR 60 INCHES ON CENTER A.F.F. REF NA00.30. GENERAL NOTES A. RE: AOO DRAWING SERIES FOR SCHEDULES, LEGENDS, SYMBOLS AND ABBREVIATIONS. B. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. C. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. D. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS, AND COVED, TOP SET RESILIENT BASE AT RESILIENT FLOORING, UNO. E. PROVIDE LEVEL 4 GYP. BOARD FINISH ON ALL PARTITIONS, LINO, F. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS FOR EACH SUBSTRATE, UNO. G. NOT USED H. PAINT ALL OPEN PLEMUM SPACE, INCLUDING DUCTWORK, CONDUIT AND OTHER EQUIPMENT"PT05', UNO. J. RE: DOOR SCHEDULE FOR COLOR OF DOORS AND FRAMES. K. RE: ELEVATIONS FOR MILLWORK FINISHES. L. RE: Al 2.10 FOR FLOORING TRANSITION DETAILS. COORDINATE TRANSITIONS WITH ARCHITECT. M. REPLACE BROKEN AND DAMAGED BLINDS THROUGHOUT AS REQUIRED. N. REFER TO SHEET Al2.10 FOR FINISH SCHEDULE. ROOM SIGNS RM N!?._ TEXT SIGN DIM. SIGN SPEC 136 DATA HALL 3 6'X4" CUSTOM SIGN 137 UPS ROOM 2 6"X4- CUSTOM SIGN 138 UPS ROOM 3 6 �X CUSTOM SIGN 139 MECH-8 6"X4" CUSTOM SIGN 140 MECH-9 6W CUSTOM SIGN 144 VESTIBULE 6"X4- CUSTOM SIGN By ADA CENTRAL INC. COLOR: BLUE, TEXT COLOR: HIGH CONTRAST WHITE, BRAILLE #2 *NOTE: 2 SIGNS REQUIRED FOR ROOMS 120,121,123 & 124. EXISTING WALL TO REMAIN NEW PARTITION 1 HR. RATED PARTITION WALL FINISH BASE FINISH <X�X99 FLOOR FINISH FLOOR FINISH TRANSITION 123 ROOM SIGN LOCATION NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK. VENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222A453 www.vlmk.com TETRA TEC;� www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 C.0 00 T— Cn CO ca C.0 LU LO CY) ISSUES & REVISIONS Issue # I Issue Date Issue Description 06/03/2019 ISSUE FOR PERMIT 019 CITY COMMENTS REVIEWED ED FOR �g L�l CODE ( 'I PLIANCE 0" RECE P C EIV'-'5 APPROVED CITY OF TUKWILA AUG 2 1200 SEP 2 7 2019 ,JERWill CENTER City Of Tukwila BUILDING DIVISION N V SIO SEAUSIGNATURE 9951 REGISTERED ARCHITECT CHAD H. YOSHINOIBU. STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 �WASHINGTON REGISTERED ARCHITECT 9951 FINISHPLAN SHEET TITLE 11) Relf. North S"I'. . S i Scale: As indicated (1) j SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699,045 A05.01 @ 2019 Gensler I ITEM ICC NUMBERS METAL STUDS & TRACK ESR-2620 S.M. SCREWS ESR-2169 POWER DRIVEN FASTENER ESR-1 663 FASTENER SPACING FOR DRYWALL & SHEATHING: 8" O.C. AT PANEL EDGES 2" O.C. AT PANEL FIELD TYPE S SCREWS ICC SCHEDULE PARTITION TYPE MARK FRAMING DETAILS ATTEN THK FIRE RTG TESTED ASSEMBLY STC RTG SHEET NOTES THK (IN) DEPTH SPACING TOP BOT D2A 0.0321 21/2" 24" D-T02 D-B02 2 1/2" 1 U419 D3B 0.0321 3 50 24�' D-TO1 D-B01 3 5/8!' PARTITION TYPE MARK FRAMING DETAILS ATTEN THK FIRE RTG TESTED ASSEMBLY STC RTG SHEET NOTES THK (IN) DEPTH SPACING TOP BOT A6A 0.0312 6' 1 16, A-T02 A-B02 6' 1 U419 A6B 0.0312 6' 16" A-T01 A-BOI 6' REFER TO SHEET A00.80 FOR UL REQUIREMENTS D SERIES PARTITION TYPES 5A SERIES PARTITION TYPES SCALE: T'= V-0" SCALE: 3"= V-0" GYPSUM BOARD SOUND ATTENUATION BLANKET METAL STUD METAL RUNNER TRACK CONTINUOUS ACOUS SEALANT EXISTING SLAB TO REMAIN ACOUSTIC SEALANT ROOF DECK :D EXISTING WOOD PURLIN BEYOND 6" 18 GA UNPUNCHED 3" DEEP LEG TRACK W/ 3 # 10 SCREWS FASTEN TO PURLIN SOUND ATTENUATION BLANKET GYP BD 518" SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN METALSTUD A-1301 SCALE: 3"= T-0" 6A-TO1 2 SCALE: 3"= V-0" FIRE STOP SEALANT ROOFDECK KJ EXISTING WOOD PURLIN BEYOND TYPE "r GYP BD 6" 18 GA UNPUNCHED 3" DEEP LEG TRACK W/ 3 # C>� 10 SCREWS SOUND ATTENUATION BLANKET FASTEN TO PURLIN METALSTUD -A SOUND ATTENUATION BLANKET METAL RUNNER TRACK SEALANT TYPE 'X' GYP BD -676 9 FIRESTOP EXISTING SLAB TO REMAIN ------- , ----------- ----- --- SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN METALSTUD (I -HOUR RATED -BASIS OF DESIGN UL SYSTEM NO. U419) (1-HOUR RATED -BASIS OF DESIGN UL SYSTEM NO. U419) A-1302 7 A-T02 3 SCALE: 3"=11-0" SCALE: 3" = V-0" 1' 2" VAPOR BARRIER, SEE SPEC BELOW RIGID INSULATION POST OFF STRUCTURE WITH HAT CHANNEL EXISTING WALL TO REMAIN GYPSUM BOARD SOUND ATTENUATION BLANKET METAL STUD METAL RUNNER TRACK CONTINUOUS ACOUS SEALANT EXISTING SLAB TO REMAIN VAPOR BARRIER SPEC: A FLUID APPLIED, VAPOR MEMBRANE TO BE ELASTOMERIC MODIFIED BITUMINOUS MEMBRANE. USE MFRS RECOMMENDED THICKNESS. PRODUCTS SIMILAR TO GRACE, W.R. & CO.: PERM -A -BARRIER VP MAY BE USED. AIR PERMEANCE SHALL CONFORM TO AST. — I - VAPOR PERMEANCE SHALL CONFORM TO ASTM E 96/E96 M ULTIMATE ELONGATION SHALL CONFORM TO ASTM D 412, DIE C FIRE PROPOGATION SHALL PASS NFPA 285 D-1301 D-TO1 SCALE: 3"= V-G" 8 SCALE: 3"=V-0" 1" 2" 3 PLYWOOD DECKING TO REMAIN G WOOD LEDGER AND JOIST HANGER 3 WALL TO REMAIN RAP & BACKING PLATE CONTINUOUS ACOUS SEALANT SLIP -TYPE HEAD JOINT SOUND ATTENUATION BLANKET SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN GYPSUM BOARD METALSTUD VAPOR RETARDERS RIGID INSULATION POST OFF STRUCTURE WITH HAT CHANNEL rl PARTITION TAG PARTITION TYPE DESIGNATOR (SEE PARTITION SERIES TYPE SCHEDULES) FRAMING MEMBER DEPTH (SEE TABLE B OR TABLE C - BELOW PARTITION SERIES (SEE TABLE A - BELOW) FIRE RATING (IF APPLICABLE) TABLE A- PARTITION SERIES CONSTRUCTION ASSEMBLY SERIES SHEATHING FRAMING MEMBERS SHEATHING A 1-LAYER METAL C-STUD 1-LAYER Gensler 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 B 2-LAYERS METAL C-STUD 2-LAYERS United States C 1-LAYER METAL C-STUD 2-LAYERS 1-LAYER METAL C-STUD Nullic E 2-LAYERS METAL C-STUD NONE F 1-LAYER MTL HAT CHANNEL NONE G 1-LAYER NONE NONE H 1-LAYER METAL G-H STUD NONE i 2-LAYERS METAL C-H STUD LINER PANEL K 1-LAYER (2) METAL C-STUDS 1-LAYER L 2-LAYERS (2) METAL C-STUDS 2-LAYERS M NONE CMU NONE N-U RESERVED FOR FUTURE EXPANSION V_f L;Ublum NIA N/A TABLE B- FRAMING DEPTH SCHEDULE TAG NUMBER MTL STUD MTL C-H STUD DESIGNATION DEPTH DEPTH WOOD STUD DEPTH NO FRAMING 0 7/8" FURRING CHANNEL N/A 1 15/8" N/A N/A 2 2 1/2" 2 1/2" N/A 3 3 5/8" N/A N/A VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222A453 www.vlmk.com 40M.-M& INTETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle,WA98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 4 4- 4!' 4�' F_ z CD < Lij 3: 0 CD 00 U) V_ 00 m 6 6" 6' 61 8 81, N/A N/A 10 10" N/A N/A TABLE C- MASONRY WIDTH SCHEDULE TAG NUMBER CMU DESIGNATION WIDTH 4 3 518" 6 5 518" 8 7 518" 10 9 5/8" 12 11518" STEEL SHEET THICKNESS FOR STUDS AND RUNNERS GAGE MIN. STEEL BASE METAL THICKNESS (UNCOATED INCH MILS mm 12 0.1017 97 X 14 0.0713 68 X 16 0.0566 54 1.34 18 0.0451 43 1.09 20 0.0312 1 30 1 0A4 22 0.0270 1 27 1 0,68 25 0.0179 1 18 1 0.45 w LU In < Cj) Lo dam- Lij W co 'GAGE 16,18 USED FOR STRUCTURAL FRAMING; 20, 22, AND 25 USED FOR NON-STRUCTURAL FRAMING Lij *USE OF DIMPLED STEEL STUDS ACCEPTABLE PROVIDED CONTRACTOR SUPPLIES , b b DOCUMENTATION PROVING THE EQUIVALENT Ljj MINIMUM BASE METAL THICKNESS IS ACHIEVED GENERAL NOTES Cn GN-01. PARTITION TYPES ARE NOT SEQUENTIAL. GN-02. ALL PARTITION SHEATHING TO BE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED. GN-03. REFER TO Al2.00 SERIES FOR TOP OF PARTITION AND Al 2.00 SERIES FOR BOTTOM OF PARTITION CONDITIONS LISTED IN PARTITION SCHEDULE. GN-04. ALL PARTITIONS SHALL BE COORDINATED WITH SCHEDULED FINISHES FOR PARTITION LAYOUT AND REQUIRED CLEARANCES. GN-05. PROVIDE BLOCKING IN PARTITIONS FOR ARTWORK HANGING AS INDICATED. SEE CONSTRUCTION PLAN(S) ANDI OR INTERIOR ELEVATIONS FOR LOCATIONS. GN-06. FOR INTERIOR FRAMING LIMITING HEIGHTS REFER TO SSMA TABLES FOR INTERIOR NOW STRUCTURAL NON -COMPOSITE PARTITIONS GN-07. CONTRACTOR TO RE -CONFIRM STUD SIZING AND SUBMIT SELECTION CRITERIA FOR REVIEW INCLUDING DELINEATION OF SLAB TO UNDERSIDE OF SLAB INFORMATION GN-08. PROVIDE EXPANSION JOINTS PER MANUFACTURER'S RECOMMENDATIONS. NOTE: LOCATE EVERY 30'-0" ON FULL HEIGHT PARTITIONS, EXTERIOR WALL FURR OUT, & INTERIOR WALL FURR OUT. DEFAULT TO EDGE OF DOOR FRAMES OR CENTERLINE OF COLUMNS. PTN HEAD/SILL GRAPHIC PTN TYPE DESIGNATOR A B C CEILING RAF SLAB NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE e� ISSUES & REVISIONS Issue # I Issue Date Issue Description 1 1 106/03/2019 1 ISSUE FOR PERMIT C C L nECEIVE-1 $ Er P 27 2,C01 t - CITY OF TUK%VIL JUN 13 2019 City Cf SUILD:xc� Divis-;0N PERMIT CENTER SEAL/SIGNATURE �9951 REGISTERED ARCHITECT I CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 I,WASHINGTON REGISTERED ARCHITECT 9951 PARTITION TYPES SHEET TITLE "N Scale. = , . "= V-1)" Scale: 3 0 el SHEET NO: DRAWN: REVIEW: An PROJECT NO.: 27.6699.045 Al2.00 @ 2019 Gensler PROVIDE NO MECHANICAL FASTENER AT STEEL SKYLIGHT CAP I HOUR FIRE RATED PARTITION TYPE A13A EXTENDS FROM CONCRETE SLAB TO BOTTOM OF SKYLIGHT CAP WHERE OCCURS. REF Al 2.00 FOR RATED HEAD OF WALL DETAIL. EXISTING ROOF MEMBRANE AND CURB TO REMAIN. CONFIRM MATERIAL IS SOUND. EXISTING ROOF ASSEMBLY TO REMAIN EXISTING JOISTS TO REMAIN. RATED WALL @ CLOSED SKYLIGHT SCALE: 3" = 1'-0" 08 Sim EXIST. STRUCTURE NEW 12 GAGE GALV. STEEL CAP W1 3/8'7FT SLOPE. SANDWICH 2" RIGID INSULATION (R19) BETWEEN CAPS. 4- REMOVE EXISTING SKYLIGHT NEW 20 GUAGE GALV. STEEL CAP. NEW CONTINOUS SEALANT NEW 3.5"x 2" 10 GAGE FRAME rrrrororoorror►rrnr nor NEW DOMED, CAPPED, & — — — — — — — — --- GASKETED FASTENER, 18- D.C. EXISTING ROOF MEMBRANE FLASHING TO REMAIN EXISTING ROOF MEMBRANE AND CURB TO REMAIN. CONFIRM MATERIAL IS SOUND. EXISTING ROOF ASSEMBLY TO REMAIN RS TO REMAIN BA UNLESS REMOVAL EXISTING JOISTS TO REMAIN. FSTEEL REQUIRED FOR DEMISING WALL, TILT -UP CONCRETE PANEL STUCCO SOFFIT OVER GYP. iING AND METAL FRAMING PILASTER BEYOND VINDOW IN UM FRAME TERIOR ON AS JLED 'ILT-UP CONCRETE PANEL CONCRETE SLAB CEILING - CLOSED OFF SKYLIGHT SCALE: 3"= I '-O" 07 FDEMO EXIST. ROLL -UP DOOR AND HARDWARE EXTEND PLYWOOD TO DECK ABOVE HEAD OF WINDOW. REMAINDER OF ASSEMBLY CONTINUES TO DECK. 1"AIR GAP 3/4" ABC EXTERIOR PLYWOOD, PAINTED DARK GREY IN AIR GAP. CONTINUOUS VAPOR BARRIER ON 2"RIGID INSULATION 518" GYP. BD ON 3 5/8" METAL STUD, 16- O.C. MAX CLEAN WINDOWS AND APPLY z BLACKOUT FILM 3M ULTRA SERIES 600 & LLUMAR (6 MIL) ON INSIDE FACE OF GLAZING. CLOSE BLINDS PRIOR TO WALL CONSTRUCTION. OMIT FILM @ SECURITY OFFICE. EXISTING STOREFRONT SYSTEM TO REMAIN PLYWOOD ASMBLY @ EXISTING STOREFRONT 0 1 SCALE: 11/2" = V-0" H EXISTING BUILDING MULLION & GLAZING SYSTEM I/Z'X 2-10 NEOPRENE DOUBLE SIDED TAPE, I[ COMPRESS TO 1/4' PAINT END TO MATCH WALL SEAL VERTICAL GYP. BD TO ALUM. SILL EXTENSION LINE OF EXISTING SILL BELOW PARTITION AS SCHEDULED 'T PARTITION TO MULLION PLAN DETAIL SCALE: 3"= 1'-T 02 Fk EXIST. TILT -UP CONCRETE WALL REF STRUCTURAL FOR ALL CMU ATTACHMENT INFORMATION TO EXISTING STRUCTURE CONTINUOUS 3/4" FRY REGLET REVEAL AROUND PERIMETER OF OPENING, DEPTH AS REQUIRED. CMU BLOCK. REF STRUCTURAL. _I--- REF: MEP FOR LOCATION OF CRAC FLUID APPLIED VAPOR UNITS & SHEET NOTE 091A02.01 FOF PERMEABLE AIR BARRIER OVER OPENINGS ABOVE & BELOW CEILIN( CMU. z z Lu CL 0 . . . . .......... . A I '7 '77q MECH w (D w LL x w FLOAT BLOCK WALL WITH PORTLAND CEMENT AND SMOOTH SO THAT MORTAR JOINTS ARE NOT VISIBLE FROM ANY REASONABLE ANGLE, PAINT EXTERIOR PLASTER FINISH AS FOLLOWS: PAINT COLORS BY RODDA PAINT LOADING DOCKS: CP99 BLACK BODY COLOR: AU18E3157 ACCENT COLOR: CA054 BROWN SUGAR CONTINUOUS 3/4" FRY REGLET REVEAL AROUND PERIMETER OF OPENING, DEPTH AS REQUIRED. EXIST, CONCRETE SLAB COMPOSITE WALL CONTINUES TO ROOF DECK 5/8" GYP. BD. FRAME AROUND STRUCTURE 16 GUAGE METAL STUD AT OPENING TOP & BOTTOM 1/4" CARRIAGE BOLT TOP & BOTTOM 21/2"X21/2" METAL ANGLE TOP & BOTTOM J MOLD ON ALL SIDES 1/4" SECURITY GRILLE DATA HALL d-\ 1 q4!-6"AFF 1p— ACOUS. CLG AS SCHEDULED OPENING AT CRAIC UNIT SCALE: 11/2" = 1 '-()" 03 VACAI, SHEL TENANT 2"RIGID INSULATION W/ R19 RATING CONTINUOUS VAPOR BARRIER BATT INSULAITON EXISTING 5/8" TYPE X GYP. SO 6" METAL STUD nECEIVEn CITY Or I UMNIA SAME CONSTRUCTION AS WALL TYPE 1ASA WITH JUN 13 2019 ADDITION OF RIGID INSULATION AND VAPOR BARRIER PERMIT CENTER WALL SECTION 06 INFILL WALL SECTION 05 DEMISE WALL DETAIL SCALE: 3/4"= f-G" SCALE: 3"= V-0" SCALE: 3"= I '-O" 04 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK. ENGINEERING V + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 (D X CN F— z: (1-D 5 CL w LLJ 3: CD 0 0- C-D C-i CD CM M3 < < C:) U-1 C-)U) Uj 6 U-1 U) (0 00 T- 00 M C.0 LO 04 cy) e— ISSUES & REVISIONS Issue # I Issue Date Issue Description I 106/03/201-9ISSUE FOR PERMIT CcLli: SEP 27 20019 City cf TLPkv,,:,F-q V9951 REGISTERED ARCH ITECT I CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/0312019 �WASHINGTON REGISTERED ARCHITECT 9951 PROJECT SPECIFIC SHEET TITLE Sr J CTS SPECIFIC C Scale: A, indicated SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 Al 2. 0 1 @ 2019 Gensler FINISH SCHEDULE SYMBOL MAN UFACTURERIDESCRIPTION SYMBOL MANUFACTURER/DESCRIPTION BASE - RUBBER BASE TYPICAL PAINT MANUFACTURER: ARMSTRONG MANUFACTURER: BENJAMIN MOORE RB02 : STYLEISERIES COVE PT01 COLOR: CHANTILLY LACE COLOR: SHALE SIZE: 4"HIGH FINISH: EGGSHELL NUMBER: OG-65 NUMBER: 13 LOCATION: REF PLAN, PUBLIC AREAS LOCATION: REF PLAN, AT (PT04) & (PT03) WALLS TYPICAL PAINT MANUFACTURER: BENJAMIN MOORE PT02 COLOR: CHANTILLY LACE FINISH: SEMI GLOSS NUMBER: OC-65 LOCATION: REF PLAN, DATA CENTER PAINT MANUFACTURER: BENJAMIN MOORE PT03 COLOR: CLASSIC GRAY FINISH: SEMI GLOSS NUMBER: 1548 LOCATION: REF PLAN, EXPOSED COLUMNS & BACK OF HOUSE AREAS ACCENT PAINT MANUFACTURER: BENJAMIN MOORE PT04 COLOR: BLUEBERRY FINISH: EGGSHELL NUMBER: 2063-30 LOCATION: REF PLAN DOORS AND FRAMES PAINT MANUFACTURER: BENJAMIN MOORE PT05 COLOR STORMY SKY : FINISH: SEMIGLOSS NUMBER: 1616 LOCATION: DOORS AND FRAMES NOTE: DRYFALL PAINT AT EXPOSED CEILING AREAS, REFER TO FINISH PLAN AND RCP FIBERGLASS REINFORCED PANEL CONCRETE FLOOR SEALER PF01 MANUFACTURER: CS ACROVYN COLOR: CHARCOAL NAME:MA-279 CONCRETE DENSIFIER AND DUST REDUCER MANUFACTURER: SEALBOND NUMBER: 162 cool LOCATION: DOCK WALLS NOTE: ONE COMPONENT WATER BASED LITHIUM BASED SOLUTION DESIGNED TO NOTE: 9-2"HIGH DENSIFY CEMENT AND CONCRETE SUBSTRATES. WATER BASED MATERIAL WITH NO VOC CONTENT. TYPICAL CEILING TILE CARPET MANUFACTURER: CERTAINTEED CLOI STYLEISERIES: PERFORMA FINE FISSURED #HHF-157, TRIM EDGE, LAY -IN PANELS COLOR: SILVER LINING Cpol NAME:MUTINEER TILE - 8366 MANUFACTURER: MOHAWK GROUP - BIGELOW SIZE: 24" X 24" STYLE/SERIES: RENEGADE COLLECTION LOCATION: REF RCP COLOR: THRILL SEEKER - 358 SUPPLIER: PURCHASE THROUGH LOCAL DISTRIBUTOR- SEE CERTAINTEED DESCRIPTION: QUARTER TURN INSTALLATION CONTACT INFO PROVIDED PATTERN NAME: MUTINEER LOCATION: REF PLAN SUSPENDED CEILING GRID: VENDOR CONTACT: SUSAN LEATH, 972A67.5785 CERTAINTEED CLASSIC STAB, INTERMEDIATE DUTY, 15116" COLOR: STD. STOCK WHITE CS12-12-15 MAIN RUNNERS, 1Z LENGTH - (20 PCs PER CARTON / 240 LF PER PORCELAIN FLOOR TILE CARTON / 50 CARTONS PER PALLET CS2-12-12 CROSS TEES Z LENGTH - (60 PCs PER CARTON 1120 LF PER CARTON / 100 CARTONS PER PALLET MANUFACTURER: CONCEPT SURFACES WA15-15 WALL ANGLE TI-01 STYLE/SERIES: ACADIA PURCHASE THROUGH LOCAL DISTRIBUTOR - SEE CERTAINTEED, CONTACT INFO COLOR: MUD PROVIDED FINISH: MATTE SIZE: 12'X 24" CONTACT' GAYNOR SHERER OR TONY BOXELL DESCRIPTION: SPACERS REQ'D FOR INSTALLATION PHONE: 281-655-8433 GROUT: NATURAL GROUT: 1/8" EMAIL: GS@SPECINTERIORS.COM OR TB@SPECINTERIORS.COM LOCATION: REF. FINISH PLAN VENDOR CONTACT. GEOFF GROSS, 972.386.4900 LEAD TIME FROM DATE OF ORDER: 4 WEEKS DIRECT SHIPMENT FROM FACTORY VIA ILTIL FREIGHT *SEE Al2.51 FOR SEISMIC REQUIREMENTS STRUCTURAL CEILING SYSTEM PORCELAIN WALL TILE CL02 TL02 LOCATION: REF RCP STRUCTURAL SUSPENDED CEILING GRID: MANUFACTURER: CONCEPT SURFACES STYLEISERIES: ACADIA NAME: TATE GRID, ALUMINUM STRUCTURAL GRID SYSTEM COLOR: WHITE TATE IMPERIAL GRID 24)(24,3/8%16 BOTTOM SLOT FLOATING INSTALLATION FINISH: MATTE AT THE PERIMETER SIZE: 12"X24" FINISH: CLEAR ANODIZED ALUMINUM DESCRIPTION: SPACERS REQ'D FOR INSTALLATION TATE WILL PROVIDE THE STRUCTURAL CEILING GRID MATERIAL AS GROUT: NATURAL GROUT: 1/8" REQUIRED FOR THE ENTIRE INSTALLATION WITHIN THE DATA HALL ROOM LOCATION: RESTROOM 121 INCLUDING CONNECTORS, INTERMEDIATE GRID TEES, 12- LENGTHS OF VENDOR CONTACT: GEOFF GROSS, 972.386.4900 3/8"THREADED ROD TERMINATED WITH APPROPRIATE TURNBUCKLES. THE GENERAL CONTRACTOR WILL INSTALL. THE CEILING WILL BE SUPPORTED FROM THE CONCRETE DECK ABOVE BY 3/8"THREADED ROD ATTACHED TO THE CONCRETE DECK AS SPECIFIED BY THE STRUCTURAL DETAILS. GENERAL CONTRACTOR WILL INSTALL THE SUPPORTS ABOVE. TATE PORCELAIN TILE BASE STRUCTURAL GRID IS TO BE ALIGNED ON THE CENTERLINE OF THE 2'X2 RAISED FLOOR BELOW. ACOUSTICAL CEILING TILE MANUFACTURER: CONCEPT SURFACES MANUFACTURER:ROCKFON SERIES: PACIFIC TL03 STYLE/SERIES: ACADIA EDGE: SQUARE LAY -IN COLOR: MUD COLOR: WHITE FINISH: MATTE NOMINAL SIZE: 2'X 2' SIZE: 4" HIGH X 24" DESCRIPTION: NON-STANDARD SIZED CEILING TILES ARE TO BE FACTORY CUT DESCRIPTION: SPACERS REQ'D FOR INSTALLATION TO FIT TATE GRID (23-7/32" X 23-7/32'). SUBMIT PRODUCT SAMPLES FOR GROUT: NATURAL GROUT: 3/16" APPROVAL PRIOR TO PROVISION. INSTALLATION IS BY THE GENERAL LOCATION: REF. FINISH PLAN CONTRACTOR. VENDOR CONTACT: GEOFF GROSS, 972.386.4900 PERFORATED CEILING PANELS NOTE: CUT SIDE OF TILE TO FACE DOWN AT FLOOR MANUFACTURER: TATE NAME: IN -CEILING HIGH VOLUME RETURN GRILLS NOMINAL SIZE: Z X Z; NON-STANDARD SIZED PANELS ARE TO FIT TATE GRID (23-7/32- X 23-7/32'). CONFIRM QUANITY AND LOCATION WITH MEP PRIOR TO PROVISION. EXPOSED CEILING WINDOW FILM DESCRIPTION: OPEN TO ABOVE STYLE/SERIES: 3M ULTRA SERIES 600 OR LLUMAR 6MIL CL03 LOCATION: REF RCP WF`01 DESCRIPTION: APPLY TO INSIDE FACE OF GLAZING BEFORE INTERIOR WALL CONSTRUCTION FOR SIZE AND LOCATION OF PADS 1—#4 x CONTINUOUS ALL AROUND C3 1`64/W2.51W2.9 Cd E5 LROUGHEN CONCRETE SLAB AND COAT W/ EPDXY BONDING AGENT PRIOR TO POURING PAD TYPICAL. HOUSEKEEPING PAD ON EXISTING SLAB ON GRADE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THIS DETAIL. RE: STRUCTRUAL. EQUIPMENT PAD DETAIL SCALE: 1 1/2"= T-O" 01 STRIP DOOR Floor Transition DT-BT-0001 90 SCALE: 6"= V-O" 2 'ILE 'MORTAR BED 'UPPRESSION MEMB 'HRESHOLD D PATCHING COMPOUND Floor Transition STONE THRESHOLD' SCALE: 6"= 1'-0" 3 nECEIVEn CITY OF TUKWILA JUN 13 2019 PERMIT CENTER NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE 5005 Greenville Avenue Tel: 214.273.1500 Dallas TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com aTETRA TEC-71 www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 (9) >< CN i.- CD z < Ci- or-, Lij 3: CD 0 C-D CL cyi (0 F_: 00 V_ U) 00 w CO < 3: __ U) _j LO 3: 04 LIJ U) C) Lij 0 Uj F_ cf) Issue # I Issue Date Issue Description 1 1 106/03/2019 1 ISSUE FOR PERMIT SEP 27 200 City cf Tukv.,b SEAUSIGNATURE 9951 REGISTERED ARCHITECT �CHAD H. YOSHINOBU E� CHAD YOSHINOBU, AIA 06/03/2019 �ASHINGTON REGISTERED ARCHITECT 9951 .10 DETAILS SHEET TITLE Scale: Scale: A, indicated SHEET NO: DRAWN: RE VIEW: PROJECT NO.: 27.6699.045 A1z.10 @ �20 19 Gensler RATED THRESHOLD NONCOMBUSTIBLE WOOD BLOCKING SOUND ATTENUATION BLANKET SCHEDULED RAISED ACCESS FLOOR SYSTEM, REFER TO PLANS SCHEDULED RATED PARTITION PLACE STUDS IT O.C. UNDER THRESHOLD EXISTING SLAB TO REMAIN PROVIDE NON-COMBUSTIB WOOD BLOCKING WITHIN PARTITION TO SUPPORT 25 SHEAR LOAD CAPABILITY. CL ALUMINUM HAND RAIL RAIL RETURNS TO WALL AFTER ITEXTENSION WALL ON EXPOSED EDGE PROVIDE FASCIA o PLATE ASSEMBLY (CUT TO MATCH STAIR n THREAD/RISER. ATTACH FASCIA PLATE TO BOTTOM ANGLE WITH POP RIVETS OR THREADED FASTENERS. EDGE IS FINISHED WITH FASCIA TOP TRIM ANGLE.) STEEL PEDESTAL HEAD STEP PEDESTAL BASE DIAGONAL BRACE ATTACHED TO PEDESTAL HEAD /-, TYP. ALUMINUM TRIM ANGLE ALUMINUM POP RIVET ALUMINUM FASCIA PLATE) m BARE CONCORE PANEL PERIMETER PEDESTAL O o 0 io in io 1-HOUR THRESHOLD1 08 HANDRAIL DETAIL 05 POSILOCK STEP ASSEMBLY 01 SCALE: 3" =1'-0" SCALE: 3" =1'-0" SCALE: 1" = V-0" 0 En N P. FLOOR PANEL o (-------------' co I If ALUMINUM RAMP SHOE CONCRETE SLAB t`-0 0 ----0 —) -----------� RAISED FLOORING @ PERIMETER OZ SCALE: 1 1/2" = V-0" up =- - --- w 12' 12' A4's�' `. 125 #8 PLAT FHMSTRIM SCREW + RAMP THRESHOLD SECURED WITH j� X 3/4" ED FHM TR M RAMP SECTION 1/4OMPANE COMBO SCREW FROM PANEL TO HEAD SCALE: 1 1/2" = V-0" 06 STRINGER 1 1 COVE WALL BASE SCORE TILE TO WALL, CUT FLOOR TILE TIGHT TO WALL WITH SLIGHT BEVEL CUT. FLOOR PANEL PARTITION AS SCHEDULED PEDESTOOL CONCRETE FLOOR SLAB EDGE OF ACCESS FLOOR PANEL SWIVEL HEAD PERIMETER PEDESTAL TRIM SCREW #8 X 3/4" FHMS PLATED TOP OF RAMP SWIVEL HEAD —� - --� TRIM ANGLE 1/8" RIVET OR #8 FHMS FASCIA PLATE f118" RIVET OR #8 FHMS — FASCIA BOTTOM ANGLE SIDE OF RAMP (EXPOSED EDGE CONDITION) w RAMP DETAILS @ TOP Q3 SCALE: 1 1/2" =1'-0" ACCESS FLOOR PANEL STRINGER RESTS ON SUBFLOOR CONCRETE ANCHOR @ 24" O.C. RAMP SHOE �EMBLIES WITH BOTTOM OF RAMP ID TO MATCH P 1/4-20 X 2 3/8" COMBO SCREW FROM PANEL TO HEAD ASSEMBLY H SLOPE OF RAMP. A PLATE TO BOTTOM DP RIVETS OR 3TENERS. EDGE IS FASCIA TOP r M ANGLE ' ACCESS FLOOR H SLOPE OF RAMP. PANEL B-FLOOR 0 ES) STRINGER SCREWS RECEIVED 1/4-20 X 1 3/4" F"Ty OF l UK%VIL.A STRINGERS JUN 13 2019 PERMIT CENTER CONNECTIONS AT SWIVEL PEDESTAL HEAD RAMP ASSEMBLY 07 RAMP DETAILS @ BOTTOM 04, SCALE: 3" = V-0" SCALE: 3" = V-0" NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE Gensler 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com 14 0!: TETRA TEC' L www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ® X CV ~ W J CL W 0 C� a- C0 (�'" ''^�� t..__J M U) 00 00 Q =cn w W � Q Q Q st � J LO Q LU � U s� Uj d W W r- ISSUES & REVISIONS Issue # I Issue Date Issue Description 1 06/03/2019 1 ISSUE FOR PERMIT 2 �?_ 4��IRZ_ SEP 27 2CM3 Cihj cf TG!,vfr., a / SEAL/SIGNATURE 9951 REGISTERED ARCHITECT CHAD H. YOSHINOBU STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 WASHINGTON REGISTERED ARCHITECT 9951 SHEET TITLE E TAILS ted SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 © 2019 Gensler STRUCTURE ABOVE z CLG CONNECTION DIA SCREW EYE WITH FULL R NNERN DEVICE THREAD EMBEDMENT (1-1/4" MIN) THREAD 3/8" MIN. CLR. (100 B CAPACITY o CROSS OR TYPICAL 12 GA. MINIMUM) PINNED TO WOOD JOIST OR RAFTER, TYP N MAIN VERTICAL CLG. HANGER CEILING STRUCTURE & BOLTED TO 1/4" DIA, DRILLED HOLE RUNNER TYPICAL CLG 12 GA. BRACE COMPRESSION 1/4" DIA SCREW EYE WITH FULL THREAD EMBEDMENT (1-1/4- MIN) MAIN HANGER WIRES STRUT R AT 45 IN FOUR VERTICAL ;- (3)1 1/2"x 9GA STAPLES OR (3) DIRECTIONS - COMPRESSION STRUT STRONGHOLD'X NAILS AT EACH WIRE LOOP 6' 0" 12'-V CLG WIRES TIED TO GRID MADE FROM .055 COMPRESSION STEEL TUBING WOOD JOIST OR RAFTER, OR 2x BLOCKING SECTION STRUT W/ 2-16d COMMON NAILS EA. END SCHEDULED T MAX 2" MAX WOOD STRUCTURE (CISCA FIG 2-A/B/C/D) NON-SFRS STRUCTURAL STEEL MEMBER. REMOVE AND REPLACE FIREPROOFING FOR CONNECTION OF CLIPS 0.157 DIA. X 1/2" SHOT PINS (HILT[ OR EQUAL) MIN 3/4" WIDE X 13 GA. CLIP (HILT] OR EQUAL) @ HANGERS MIN 1" WIDE x 2" LONG x 13 GA. CLIP (HILT] OR EQUAL) @ SPLAY WIRES HANGER WIRE (3 TURNS MIN) BEAM CONNECTION (CISCA FIG 4-A) SPLAY WIRE 14 TURNS MIN) WEB MEMBERS BOTTOM CHORD HANGER WIRE (3 TURNS MIN) SPLAY WIRE (4 TURNS MIN) OPEN WEB JOISTS (CISCA FIG 4-B) METAL DECKING (MIN 20 GA) WITHOUT CONCRETE (2) #8 x 1/2" SELF TAPPING SCREWS MIN 3" WIDE x 4" LONG x 12GA STRAPS @ SPLAY WIRES #3 x 12" REBAR. TIE HANGER WIRE TO REBAR WITH (3) WRAPS AROUND ROOF DECKING (CISCA FIG 4-C/D1 BAR AND ONE WRAP AROUND WIRE 1 1/8" MIN STRUCTURAL CONCRETE FILL APPROVED SHOT -IN ANCHOR (HILTI OR EQUAL). CLIP PER FIG 4AABOVE. SELF - TAPPING SCREWS ONLY ALLOWED PRIOR TO CONC. POUR WIRE `PIGTAIL' W/ 2" DIA LOOP & 4" TAIL (ONLY ACCEPTABLE W/ CONC. FILL) APPROVED SHOT -IN ANCHOR (HILTI OR CEILING SYSTEM s REFER TO CEILING / c� END WALL DETAIL v NOTES: 1. TIE ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. 2. INSTALL CEILING GRID USING NO. 12 GA. SPLAY WIRE HANGERS AT 45 DEGREE WITH RUNNER, 90 DEGREES TO EACH OTHER (4 WIRES)BEGINNING V-0" FROM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12'-0" THEREAFTER, SEISMIC BRACING DETAIL O5 SCALE: 3" = V-0" W HANGER WIRE 7/8" ANGLE TO MATCH T-BAR, TYP. EXPANSION CLIP, FIXED TO PERIMETER ANGLE, INSTALLED PER MNF y� NOTE: REFER TO ICC #ESR-1222 & 3336 SELF TAPPING DRIVE SCREW 8" X 1/2" c O SPRING CLIP U �— .035 SPRING STEEL CLG CROSS TEE CLG MAIN RUNNER CLIP ON END OF VERTICAL BRACE FOR SNAPPING SECTION CLG MAIN RUNNER & LOCKING ON MAIN RUNNER COMPRESSION STRUT DETAIL O SCALE: 3" = V-0" AT 45° - TYPICAL 12 GA. CONNECTION DEVICE (100LB VERTICAL HANGER WIRE CAPACITY MIN) - PINNED TO ANCHORED TO BUILDING CEILING STRUCTURE AND BOLTED STRUCTURE ABOVE AND TO VERTICAL COMPRESSION SPRING CLIPPED TO STRUT COMPRESSION STRUT CLG COMPRESSION STRUT SEE SEISMIC BRACING DETAIL FOR TWO 12 G.A. SPACING G SPLAY HANGER REQUIREMENTS (NO SPLICING) PARALLEL TWO 12 G.A. TO CROSS TEES CLG SPLAY HANGER AT 45° - PARALLEL TO MAIN TEES HANGER WIRE CODE REQ'D GAP REFER TO CHART ON THIS SHEET TYP. - ATTACH 7/8" ANGLE TO: A) 18 GA. STUD W/1-1/4" CL S-12 PAN HEAD SCREWS LG LOCKING CROSS TEE AT 4'-0" O.C. 2" TYPICAL CLG HANGER AT 4'-0" O.C. EQUAL}. CLIP PER FIG 4A ABOVE. " ~ a RF . CLG APPROVED "RED HEAD" EYE BOLT IS QcgA INTERSECTION MAIN O ALSO ACCEPTABLE (LOAD TEST REQ'D) STRENGTH RUNNER DECK W/ CONC. FILL (CISCA FIG 5-8/C/D) DETAIL AT FIXED CONDITION DETAIL AT SLIP CONDITION LIMITS AT 4'-0" O.C. 180 LB MIN. 1.5"x1.5"x13GAx3"ANGLE ATTACHED TO DECK CEILING -TYPICAL T-BAR GRID @WALL QO COMPRESSION STRUT DETAIL OZ W/. APPROVED SHOT PINS (HILTI OR EQUAL) SCALE: 3" = V-0" SCALE: 3" 9 T-0" SLOT END OF TUBE. FASTEN TO ANGLE W/#10x 2" S.M;S: _ CUT METAL STUD FLANGES & BEND 90 SLACK WIRE - 2" DEGREES. ATTACH TO STRUCTURE WI AS REQUIRED BY TYPICAL 12 GA. APPROVED SHOT -IN ANCHOR (HILTI OR EQUAL). WEIGHT OF FIXTURE CLG. HANGER - CHANNEL TUBE STRUT STRUT LAY -IN LIGHT:... COMPRESSION' STRUT ATTACHMENT FIXTURE — MAIN RUNNERS: 1-112" COLD ROLLED \ / CLG. SPLAY CEILING ATTACHMENT DETAILS _ CHANNEL. @48"0.C.MAX. PROVIDE 9GA HANGER p � VERTICAL HANGER W IRES @ 36" MAX & 8" SCALE: 1" = P-0" "— — - MAX FROM PERIMETER WALLS, WITH SADDLE TIE WRAPPED WITH 3 TIGHT TURNS BRACE WIRES/STRUTS: PROVIDE FOR EACH 96 SF OF CEILING AREA. BRACE WIRES MAY BE OMITTED FOR CONTINUOUS LEVEL CEILING WITH POSITIVE ATTACHMENT TO ALL PERIMETER WALLS DRYWALL FURRING CHANNELS: 7/8" x 25 6 SF GA @ 16" O.C. MAX. ATTACH GYP. BD. W/ 1" HI-LO TYPE'S' BUGLE HEAD SCREWS @ 12" O.C. MAX (3-1/4" MIN EDGE DISTANCE) ATTACH MAIN RUNNERS TO PERIMETER WALLS W/ CONTINUOUS 1.5"x1.5"x16GA ANGLE. ATTACH TO RUNNER WITH #8 x 1/2" S.M.S. SUSPENDED GYP. BD. CEILING PLAN O7 SCALE: 1/4" = V-0" VERTICAL STRUT @ 12'-0" O.C. MAX & V-0" MIN FROM PERIMETER WALLS FRO MAIN RUNNERS & 4'-0" FOR CROSS RUNNERS. REFER TO DETAIL ON THIS SHEET. MAIN RUNNERS 12 GA. SPLAY BRACE WIRE IN 4 DIRECTIONS 90 DEG APART 12 GA VERTICAL HANGER @ 12'-0" X 8'-0" O.C. WITH 4 WIRE @ 4'-0" EACH WAY W/ TIGHT TURNS IN 1 1/2" N MIN 3 TIGHT TURNS IN 1 1/2" �w BOTH ENDS OF WIRE (TYP) aco, MAIN RUNNERS NOTES: 1. 2" MAX FROM BRACING WIRES TO CROSS RUNNERS. 2. SUSPENDED CEILING ATTACHMENTS IN ACCORDANCE WITH ICC ESR #1222 MAIN RUNNER ATTACH FIXTURE HEAVY DUTY HOUSING TO CEILING CROSS TEES SYSTEM WITH SEISMIC CLIPS & SELF HEAVY DUTY — TAPPING METAL SCREWS MAIN RUNNER ONE AT EACH CORNER NOTES: ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM, PER IBC SECTION 1613.1 AND ASTM C635 AND C636 PROVIDE 12 GA. SLACK WIRES ATTACHED TO THE LIGHT FIXTURE HOUSING IN ACCORDANCE WITH REFERENCED REQUIREMENTS BASED ON THE WEIGHT OF THE LIGHT FIXTURE. VERIFY FIXTURE WEIGHTS PRIOR TO INSTALLATION. NOTE: ATTACHMENT OF CEILING REGISTERS TO COMPLY WITH IBC REQUIREMENTS. LIGHT FIXTURE INSTALLATION O3 SCALE: 3" = V-0" BOTTOM OF 12 G.A. DIAGONAL CLG SPLAY WIRE(4) STRUCTURE ABOVE �— 12 G.A. VERTICAL CLG HANGER CONNECTION DEVICE 100 LB CAPACITY MIN. SECURE TO STRUCTURE ABOVE SEE COMPRESSION STRUT DETAILS ACOUSTICAL PANEL CEILING HEAVY DUTY NOTES: SUSPENSION SYSTEM 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SQ. FT. 2. DIAGONAL SPLAY WIRE MAXIMUM BRACE SPACING NOT TO EXCEED 12'-0" BOTH DIRECTIONS. 3. VERTICAL HANGER MAXIMUM SPACING NOT TO EXCEED 4'-0" O.C. BOTH DIRECTIONS. 4. FIRST BRACING POINT WITHIN 6-0" OF EACH WALL. 5. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER SUSPENDED ACOUSTICAL CEILING AXON 08 SEISMIC BRACING AT CEILING 04 SCALE: 3" = V-0" SCALE: 3" = V-0" Gensler 5005 Greenville Avenue Tel: 214.273.1500 Dallas, TX 75206 Fax: 214.273.1505 United States VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222A453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ® X N F- '\ l) 2-1 Uj 0 •s .s r y ISSUES & REVISIONS Issue # I Issue Date Issue Description 1 06/03/2019 1 ISSUE FOR PERMIT f, i CGL- � iiE OVED CITY OF 1 t3iC'VILA SEP 27 2uJUN I"), 13 2019Cify ofE! 11LCiG°° 9951 REGISTERED . ARCHITECTS CHAD H. YOSHINOBU 1. STATE OF WASHINGTON CHAD YOSHINOBU, AIA 06/03/2019 WASHINGTON REGISTERED ARCHITECT 9951 ESHEET TITLE SEISMICted eo SHEET NO: DRAWN: REVIEW: PROJECT NO.: 27.6699.045 AA 2.51 0 2019 Gensler ,