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Home My WebLink AboutPermit D14-0059 - EDGE CONNEX - TENANT IMPROVEMENTEDGE CONNEX 3425 S 116 ST STE 133 D14-0059 Parcel No: Address: Project Name: 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 116 ST 133 EDGE CONNEX DEVELOPMENT PERMIT Permit Number: D14-0059 Issue Date: 4/7/2014 Permit Expires On: 10/4/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: EPROPERTY TAX INC DEPT 207 PO BOX 4900 , SCOTTSDALE, WA, 85261 KIER VONDRUSKA 1200 SIXTH AVE #500, SEATTLE, WA, 98101 BURR COMPUTER ENVIRONMENTS INC 10400 RODGERS ROAD , HOUSTON, TX, 77070 License No: BURRCEI005PP Lender: Name: Address: TENANT FUNDED ,,, Phone: (206) 654-2137 Phone: (281) 374-8644 Expiration Date: 8/18/2015 DESCRIPTION OF WORK: NEW INTERIOR TENANT IMPROVEMENT: INSTALL NON -BEARING WALL, RESTROOMS, RAISED FLOOR, CEILING SYSTEMS, AND INTERIOR DOORS. Project Valuation: $150,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Fees Collected: $3,296.72 Type of Construction: IIB Occupancy per IBC: E Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: OL-11 l ( L1 I hearby certify that I have read and -. ed this permit and know the same to be true and correct. All provisions of law and ordinances gove this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature ec�^r✓� Print Name: 25fkre,ry 715 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 27: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 1: 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) 2: 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) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 12: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 13: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 14: 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 1006.4) 18: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 15: 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. 2327). 20: 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 #2328) 19: 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 #2328) (IFC 104.2) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 24: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 28: 1) Generator installations shall comply with NFPA 30, Chapter 22, NFPA 31, NFPA 37, NFPA 110, NFPA 111, and manufacturers installation guidelines. 2) A stamped licensed engineers' letter may be submitted to the fire inspector at the time of inspection certifying compliance with the referenced code requirements. 3) The installation of flammable/combustible liquid storage tanks, both aboveground and underground, requires a separate fire department permit for each tank. Permits can be obtained fro the fire perevention office at 444 Andover Park East, Tukwila WA 98188. 206-575-4407. 4) All flammable/combustible liquid tank installations and piping shall comply with 2012 International Fire Code Chapter 57 and NFPA 30. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***BUILDING PERMIT CONDITIONS*** 30: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 31: 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. 32: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 33: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 34: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 35: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be Iaterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 36: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 37: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 38: Masonry construction shall be special inspected. 39: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 40: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 41: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 42: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 43: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 44: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 45: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 46: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 4046 SI-EPDXY/EXP CONC 4022 SI-MASONRY 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUK1 A Community Developheent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pei_ A 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 LOCATION Site Address: 3425 S. 116TH STREET Tenant Name: EDGE CONNEX ,°PERTY OWNER Name: EPROPERTY TAX INC DEPT 207 Address: 3415 S 116TH ST 98168 City: TUKWILA State: WA Zip: 98168 CONTACT PERSON — person receiving all coon Name: KEIR VONDRUSKA Address: 1200 SIXTH AVE #500 City: SEATTLE State: WA Zip: 98101 Phone: (206) 654-2137 Fax: Email: KEIR_VONDRUSKA@GENSLER COM GENERAL CONTRACTOR INFORMATION Company Name: BURR COMPUTER ENVIRONMF ii Address: 10400 RODGERS ROAD City: HOUSTON State: TX Zip: 77070 Phone: (281) 374-8644 Fax: Contr Reg No.: BURRCE1005pp Exp Date: 08/18/2015 Tukwila Business License No.: pending King Co Assessor's Tax No.: 102301-9043 Suite Number: 133 Floor: 1 New Tenant: 0 Yes ❑..No AR€WIECT of RECORD Company Name: GENSLER Architect Name: SIDNEY SCARBORO Address: 1200 SIXTH AVE #500 City: Zip: 98101 SEATTLE State: WA Phone: (206) 654-2100 Fax: Email: SIDNEY SCARBORO ENGINEER OF RECORD Company Name: VLMK CONSULTING ENGINEEI r Engineer Name: GREGORY J. BLEFGEN. P.E. Address: 3933 SW KELLY AVE. City: PORTLAND State: OR Zip: 97239 Phone: (503) 222-4453 Fax: (503) 248-9263 Email: VLMK@VLMK.COM LENDER/BOND ISSUED (required for projects $5,000 greater per RCW 19.27.095) Name: NA — 6e. Y) CTI . Address: City: State: Zip: H:Upplications\Fonms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 1>b Page 1 of 4 BUILDING PERMIT INFORMATIti 206-431-3670 Valuation of Project (contractor's bid price): $ 1001 / 59A00 Existing Building Valuation: $ 9,114,500 Describe the scope of work (please provide detailed information): NEW INTERIOR TENANT IMPROVEMENT, NON BEARING INTERIOR WALL, ROOF UNITS, RESTROOMS, RAISED FLOOR, CEILING SYSTEMS, INTERIOR DOORS, Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC I" Foci 13,118 13,118 0 0 IIB B 2' Floor Id Floor Floors cessory Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ▪ Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes I No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Appliestiom\Forms-Application On Line \ 2011 Applicatiom'Penn* Application Revised - 8-9-11.docx Revised: August 2011 bb Page 2 of 4 PUBLIC WORKS PERMIT INFO' 'ATION — 206-433-0179' Scope of Work (please provide detailed information): INTERIOR TENANT IMPROVEMENT TO AN EXISTING WAREHOUSE SPACE. NEW NON STRUCTURAL WALLS, RAISED FLOOR, RESTROOMS. EXTERIOR FENCE ENCLOSING NEW GENERATORS Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0 ...Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that aDDlv): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Constnution/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑.. Club Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 » » » WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Cbannelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size » FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip x:wpplications\Fmmrapplications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: i.' Print Name: f R VOtirl s Date: % t % 1(-(• Day Telephone: 206, OS y Z 1 s - Mailing Address:12'0C) JL kr AVE; tt5 � /7 L� W /4. 16 / 0 / City State Zip H:\Applications\Forns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $292.50 D14-0059 Address: 3425 S 116ST133 Apn: 1023049043 $292.50 PERMIT REINSPECT FEE - AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R3067 R000.322.800.00.00 0.00 $292.50 $292..50 Date Paid: Wednesday, September 17, 2014 Paid By: CLAYTON INGRAM Pay Method: CREDIT CARD 085653 Printed: Wednesday, September 17, 2014 3:45 1 of 1 Y Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $195.00 D14-0059 Address: 3425 S 116 ST 133 Apn: 1023049043 $65.00 DEVELOPMENT $65.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 $65.00 M14-0049 Address: 3425 S 116 ST 133 Apn: 1023049043 $65.00 MECHANICAL $65.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 $65.00 PG14-0025 Address: 3425 S 116 ST 133 Apn: 1023049043 $65.00 PLUMBING $65,00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R1941 R000.345.830.00.00 $65.00 $195.00 Date Paid: Monday, April 28, 2014 Paid By: BRIAN A HARPER Pay Method: CREDIT CARD 02883B Printed: Monday, April 28, 2014 12:54 PM 1 of 1 DESCRIPTIONS !er Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAI D DEVELOPMENT $3,199.89 PERMIT FEE R000.322.100.00.00 $1,936.60 PLAN CHECK FEE R000.345.830.00.00 $1,258.79 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $96.83 TECHNOLOGY FEE R000.322.900.04.00 $96.83 ELECTRICAL $12,751.19 PLAN CHECK FEE R000.345.832.00.00 $2,550.24 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 $10,200.95 TECHNOLOGY FEE $510.05 TECHNOLOGY FEE R000.322.900.04.00 $510.05 M14 0049, Address: 3425 S 116 ST 133 n:102304904 MECHANICAL $4,095.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $3,244.20 PLAN CHECK FEE R000.322.102.00.00 $819.18 TECHNOLOGY FEE $163.84 TECHNOLOGY FEE R000.322.900.04.00 $163.84 PLUMBING $191.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $121.00 PLAN CHECK FEE R000.322.103.00.00 $38.38 TECHNOLOGY FEE. $7.68 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1291 R000.322.900.04.00 $7.68 $21,017.24 Date Paid: Thursday, February 20, 2014 Paid By: BURR COMPUTER ENVIRONMENTS Pay Method: CHECK 9321 Printed: Thursday, February 20, 2014 10:45 AM 1 of 1 CallOVSYSTEMS INSPECTION RECORD ., Retain a copy with permit :1 ,^ 4 ` Ot PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: „y_ Cvf A ,e-�(\ Type of Inspection: MA-S r -- d -ice Address: rt D e Cali d: r- Special Instructions: 7--- Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. oCorrections required prior to approval. COMMENTS: J A . ( - 1/t K'114)7 Ins r Dateq_ REINSPECTION FEE RE RED. P or to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. i -4$-l3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF- TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: �. > 69 -- L/ .'�AA e4e. Type o nspe\[tton: . i • s ± Jt1 7 1 l V mo t,: Add ;, - Date ed` ...5 Specia Instructions: Date Wanted: a------.nl„. Requester: Phone No: D Approved per applicable codes. Corrections required prior to approval. COMMENTS: roeeD rrti ir3A1 7 Date: �1`✓14 0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD etain a copy with permit PERMIT NO. b'4 -059 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #i100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 1- (AJ� &.teCaned:.• Type of Inspection: , ' il, ne Date Address: 11. Special instructions: 7 Date Wanted: b- ` f[ 4.tp,. p.m. Requester. phis o: 6 Q i" '3j40 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 iCt ASTIO-f-,a rr ads /40 e' ,° 3. Inspector: Date: ` VI- -f REINSPE�"tr `ION; FEE REQUIRED. Prior to next inspection. fee must be paid at Southcenter 8lvd.. Suite 100. Callao schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: E-06k- 41e Type of inspection:. lsS. Z k. i Addresrlit , Date Called: Special Instructions: bate Wanted: a.m. - 8,/s-/r, Requester: Phone No: QApproved per applicable codes. COMMENTS: Corrections required prior to approval. p/4 a (CM •I 3 1 `T- S ge e„A . A eR �r*-- ,t‘,.3 rPS f 3 , 4 o o ,1044.5 - a 'te' A-0 011,ef m- 61( • TU 1�JV2.:f Oates V(" 11 0 REINSPECTION lfEEREQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: r e7a,AM., )( Type of inspection: C. LA Z► ,& J C. Address: Date Called: Special Instructions: /S 3 Date Wanted: _ 5— I y o a .1. .m. Requester: Phone No: Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: Dat� PECTION FEE REQ IRED. Prior t4 next inspection, fee must be at 6300 Southcenter = vd.. Suite 10 Catt to schedule reinspection. i INSPECTION RECORD Retain a copy with permit 40* PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec . C � G P Ci �.^�— TypeQf Inspection: j f r' -�1, `j �0 ram-: 4' C, \ to/ t i G Z�..) ,.J Address: 1 325 , l s-I Date Calved: Special Instructions: Date Wanted: f ' / `-t �.p. , . Requester: Phone No: EiApproved per applicable codes. J Corrections required prior to approval. COMMENTS: - 'it1t,V pxkie 'Fa NSPECTION FEE REQU ED. Prior to ext inspection. fee must be d at 6300 Southcenter B d.. Suite 100. Call to schedule reinspection. INSPEZTtifii NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 431-2451 Prot: i :J ` C cN%ti e Type f Inspection: ,! .�C U � -1 i r M). e} jC ress �25— eD t (-./.- Date Called: Special Instructions: bate ed:. - Requester -, : bLi Phpne4 No: QApproved per applicable codes. // COMMENTS: &tJ deeii 1q a 2,1 V'PZ- ta, Corrections required prior to approval. 40--4 e "yzLS f REINSPECTION FEE RE !RED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. di INSPECTION NO. INSPECTION RECORD Retain a copy with permit :1y-Qcfs PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: �i J ` � Etofi C +�+EX, Type Inspect Am. Addr s 3 .-- s 116`r Date Called: Special Instructions: Dat WanteZ , 2 1 apt,. Requester: Phone No: roved per applicable codes. Q Corrections required prior to approval. coMMENT5: .11 . 'AldvTA rr�i` Y' ch'!% f w/ fo yI/Jlif-'c� 4 ECTION FEE REQUIRE Prior a6 next inspection. fee mu dt be at 6300 Southcenter Blvd.. ite 100. Call to schedule reinspection. INST INSPECTION RECORD Retain a copy with permit P RMIT N0. CITY OF TUKWILA BUILDING DIVISION Cam - 6300 Southcenter Sivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Typeof Inspection: . r ( .6 11'1, ‘Al , I I 51\(-0 A Add s:4. , -- / ,I1) Date Called: SpecW Instructions: Date Wanted a. Requester: Phone No: QApproved per applicable codes. Corrections required prior to approval. COMMENTS: A r,i ,q: wi) /-bi• 6- CI 0 ri • N\ r 7 (( / 9 . A A -10 iki -� : 0 A dr---' . , (, Arr _5i' dr) • 9 /� ifv\t:N( A01 tt)vi r\I �v9 Date:; 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.,. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CT ON PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100. Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspectio : Addss' Date Called: Special Instructions: Date Wanted: ) f 1 ;. a.m. Requester: Phone No: COMMENTS: N. ElCorrections required prior to approval. j,et z Date, Q REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: eDGC_ C Onr1P < Type of nspection: FAA\ 771 ( &II i Address: � — � � � (�. �. � hh Date IIRd:a � Special I structions: -/\{ � i• Gr �= ` ! 3 J 1.. ate Wanted• - 9 -1 J, a.m. Requester: Phone No: QApproved per applicable codes. Corrections required prior to approval. COMMENTS: cD<(}vQT IkS �.,cf t;` e �K7- e—c� (-A& Nve .1\45 , 2 3 41, Inspe or: -1\ d X i(\ !IAI n Date: - q - 14 . - ❑ RCTION FEE REQUIRED: Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit of freo5c7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: --C 1. Type of Inspection: wr:tsone- Al Date lied: Address; 2� t S Special Instructions: bate ante 4 en.a. 'Requester: Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1) t112- 1? GG v t€ e Waiar: ,�•�-� (ice• Dade:Co- 9 if SPECTION FEE REQUED. Prig to next inspection. fee must be at 6300 Southcenter Bl .. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN no N PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,#100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: EA, � � �I — Type of Ins ion: /117 Address: Date GI d: Special Instructions: Date Wanted I a-m Requester: Phone No: QApproved per applicable codes. COMMENT& cilCorrections required prior to approval. Pni Date: 46... Q REUNfzPECTION FEE U1RED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. paid at 6300 Southcenter INSPECTION RECORD Retain a copy with permit N�. PERM! NO. CITYOF'TUKWILA► BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451. Pro ct:(c)a 14„ `A►ddr z5 5 S proved per applicable codes. COMMENTS:? A Type Inspection: (:1 51,( 4-t 1C7 Requester: Phone. No: aCorrections required prior to approval. ns or: EINSPECTION; FEE .RBI I4RED. Prior to next inspection, fee must be Fd.. Suite 100. Call to schedule reinspection.' Dat_`lye INSPECTION RECORD Retain a copy with permit T ' N N . PERMIT NO. CITY OF TUKWILA► BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line(206) 431�2451, Pro ct• .AE co Typed Inspection: • .Addre s: Date Caned: COMMENTS: Date Weed: -- Requester: Phone No: a1 Corrections required prior to approval. PECTION PEE REQUIRE 6300 Southcenter Blvd.. Datel„_ Prior to neinspection, fee must be ite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER -ppi - oo 4 F-jOO iv-- tS`7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 t 206-575-4407 ' • 'ect: /) ��--^^ 'eles {r C Type Inspection: �p1 Address: Suite #: 3c f Z - S . J i ` Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: ElCorrections required prior to approval. . /».- e "Ass Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector J Date: i o// f Hrs.: /- 0 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: City: Company Name: State: Zip: T.F.D. Form F.P. 113 INSPECTION RECORD Retain a COPY with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 47% Type of Inspection: Address: Suite #: 3yz 5. //G ' s1' Contact Person: Special Instruction : Phone No.: Approved per applicable codes. COMMENTS: I Corrections required prior to approval Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 6-3 Date: 02.7— y Hrs.: /=0 ! T n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a=r-einspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 T.PD. Forme F.P. 113 INSPECTION RECORD Retain a copy with permit DiLf PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT ver Park East, Tukwila, Wa. 98188 206-575-4407 Project: ell- J774/( Type of spection: FA - v i� 'ems Address. Suite#: 7z� 3 5. !!6 5 f-- Con Person: Specia Instructions: Phone No.: ns required prior to approva Litd COMMENTS: ff�Z /A''n.--- — S All c>r%,. <, _r 1 '11) fir✓ All A4 ►%.ems — -4 Aid E 3' / 47-- 6;1- Needs ShiftInspection: Sprinklers: Fire Alarm: - • . • & Duct: Monitor: . r- ' , -• #F Permits: 1 0 upa ype: Inspector: Date: q2z/i c His.: n $100.00 REINSPECTI EE REQUIRED. You will receive an invoice from the City of Tukwila Finance Depart nt. Call to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspecction Record Form.Doc Company Name: State: 6/11/10 Zip: T.F.D. Form F.P. 113 `/I 0 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: r.-4 r3 5e- Co?, -WalC Type of Inspectio "'A::' dr-r..hv at-f-- Address:-401/..' Suite � �Z� /l� � Contact Perso Special Instructions: _ Phone No.: Approved per applicable codes. COMMENTS: riCorrections required prior to approval. off! 710 �z/r- /'di Nog- 6 9-4.f� trAGva��L F # P Wesr- flreA Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: - Pre -Fire: Permits: Occupancy Type: Inspect r• ' Date: 7/7/y Hrs.: i t n $100.O0 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwite Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: Word/Inspection Record Form.Doc State: 6/11/10 Zip: T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Q g Type of Ines ,ion: Address: Suite #: , yZs- S 1 J(,-r - S7" Contact Person: Special Instructions: Phone No.: riApproved per applicable codes. COMMENTS: Corrections required prior to approval. Loro 1 t�,� e f N D _%20- Ye- r .. - -Sopr - 1 013 Needs Shift Inspection: Sprinklers: ,, _, Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j Date: a/./ Y Hrs.: r.0 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER Doi .. oa$R 1N-5 7g17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:._ 1:cj.e. Copt-ievi, Type of Inspection: 5 P Address: 3 ya. Suite #: 1 3 3 S / / b i'L Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: g 1-4-1A i1/4)-e-,P-Sa- Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - s✓a-- Date: (op 3f /i Hrs.: r n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reins ion. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: p aCr11,1dK Type of Inspection: ff', 4'lC Tr V Address: Suite#: 312( 511(at i,` 5+. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: cQ O-ki.L zK . Air -es+ -- s pcsc Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /1g,ts.s----3 Date: 5, / y Hrs.: / . 6 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: f�r City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER DPA-005ct Jl-S- J`l 100 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: %e- Corvle� Type of Inspection: We/mot Add ss: Suite #: 3t42 5 i S 1 tu, S -- Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: WWI _Cm-A,os — 4, ri Corrections required prior to approval. Needs Shift Inspection: Sprinklers: , Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Date: Inspector: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: T.F.D. Form F.P. 113 MAYES TESTING ENGINEERS, INC. September 17th, 2014 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Building Official Re: Edgeconnex Seattle 3425 South 116th Street Tukwila, WA Project No. T14123 FINAL LETTER Permit: D14-0059 SeaNeolBce 20225 Cedar Valet' Road Stihe 110 Lyrrmc d,WA98036 ph425.7429360 fax425.745.1737 Tacoma Office 10329 S. Tamma Way SiteE2 Tacoma, W498499 ph253.584.3720 fax253.584.3707 Portland Office 7911 NE 331d Drive Sub 190 Pattad, OR97211 ph 503.281.7515 tea503281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Proprietary Anchors 1. Mechanical Anchor Bolt Installation • Structural Steel Erection 1. Welding To the best of our knowledge, all work inspegted was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Branch Manager RECEIVED CITY OF TUKWILA NOV 10 201 PERMIT CENTER OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: 1117 1 Requested By: C/'t /V. 2 v-j ✓a vs-- Firm/Company: 75 ,, Go „r vt t, Inspection Information Project Name: oyc, Project Address/Location: 3'( Z 5 S 1 J 6# I, S4 . Requested Date for Inspection: Contact Name: Gl, 7 1-1",5 411 •-.. Special Conditions for Consideration: Permit Number: 17 I¢� 00 Si Requested Time: 0 0 &/PM Phone Number: 9/ d — (`S ZY ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $97.50 per hour (minimum total of $292.50). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (3) hours. Signature: Printed Name: Gtal7 r-1,4 City. Use Only; pp� Approved: Disapproved: Paid: O"QQIV\I l"I Receipt No: ��O(P1 Date of Approval/Disapproval: Remarks: Authorized Reviewer: H:\Permit Center Forms\Off Hours Inspection.docx April 4, 2014 City of Tukwila Community Development Department Public Works Department Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Description of Design Changes Name: EdgeConneX Address: 3425 S. 116`h St, Suite 133, Tukwila, W Building Permit No.: D14-0059 Mechanical Permit No.: M14-0049 Plumbing/Gas Piping Permit No.: PG14-0025 Electrical Permit No.: EL14-0145 REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 A 98168 City of Tukwila BUILDING DIVISION PAF SPily The purpose of this letter is to describe the owner -requested changes to the design. This request for design change came after the drawings had been originally submitted for permit. In general terms the design increased from a planned maximum usable 900kW of UPS power to a planned maximum usable 1,600kW of UPS power. Electrically, the design concept remains the same with four legs of distribution. However, each UPS increased in capacity to 500kW. This also required an increase in the total cooling that would be needed upon full usage of the UPS power. The resulting electrical service increased in size to a 4,000A service at 480Y/277V, 3-Phase, 4-Wire to accommodate the larger UPS and cooling loads. And, finally, the planned maximum number of 600kW generators increased to six (6) to support these loads. However, only two (2) generators will be installed as part of this project. Architecturally, the Electrical Room increased in size to due to the larger UPS and related battery systems, larger service entrance equipment, and larger generator switchboards. Additionally, there were minor corridor and room modifications related to the Electrical Room increase in size and to plan for a possible future build -out of another Data Hall within the lease space. Mechanically, the quantity and type of installed equipment to cool the Data hall did not change. The location of units was revised to match new space configurations as described above. And planning was done to allow for a higher ultimate quantity of cooling equipment to cool the larger UPS capacity. RECEIVED CITY OF TUKWILA APR 1 1 2014 PERMIT CENTER 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 1 of 5 REVISION NO.i_ DIA-GOS1 The Plumbing design was modified to account for the reconfiguration of the space. No additional plumbing fixtures were added as part of this change. The Fire Protection design was also modified to account for the reconfiguration of the space. The following is a description of the Mechanical, Plumbing, and Electrical changes on a sheet - by -sheet basis. Please review and let us know if there are any questions. We will be happy to clarify any items as needed. ELECTRICAL E1.1: • Revised one -line drawing to reflect Owner's requirement of power increase from 900kW critical load to 1,600kW critical load. • Service entrance changed from 2,500A to 4,000A. Change has been coordinated with utility company. E1.2: • Revised grounding one -line drawing to reflect future ATS's. • Revised grounding one -line diagram to reflect increase in size of PDU's and transformers. E2.0: • The revised layout of the interior portion of the building has been shown. • The revised layout of the exterior mechanical yard indicating two additional future generators has been shown. E2.1: • The revised layout of the interior portion of the building has been shown. • The revised layout of the exterior mechanical yard indicating two additional future generators has been shown. • The enlarged electrical room and associated equipment have been shown. E2.2: • The revised layout of the interior portion of the building has been shown. • The revised layout of the exterior mechanical yard indicating two additional future generators has been shown. 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 2 of 5 E2.3: • The revised layout of the interior portion of the building has been shown. • The revised layout of the exterior mechanical yard indicating two additional future generators has been shown with grounding requirements. • The enlarged electrical room and associated equipment/grounding have been shown. E2.4: • The revised layout of the interior portion of the building has been shown with revised conduit requirements for the data hall. • The revised layout of the exterior mechanical yard indicating two additional future generators has been shown with conduit requirements. • Detail 2/E2.4 has been added to clarify conduit entry into the building from the generator yard. E2.5: • Roof plan updated to show revised layout of mechanical equipment. E3.4: • Updated diagram to show future generators and ATS's. • Updated control wiring schedule. E4.1: • Updated Load Analysis. • Updated Feeder Schedules. • Updated Fault Current Calculations E4.2: • Updated Distribution Board Schedules. • Updated Panel Schedules. MECHANICAL M0.1: • Deleted Liebert MiniMate and respective condensing unit serving Meet Me Room. • Changed two (2) in -line exhaust fans to roof mounted exhaust fans serving the Electrical Room and Toilet Room. • Added note in Specifications for Mechanical Contractor to include five (5) days for commissioning in their scope of work. M2.1: • Layout and load in Electrical Room was increased, therefore, a future third upflow CRAC was added and layout of CRACs in this room was revised. 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 3 of 5 • A correction was made to quantity of refrigerant piping for upflow CRACs in Electrical Room. These units have two (2) refrigerant circuits in lieu of just one (1) as previously shown. • Loading dock floor plan was changed; therefore, fan coil unit serving this area was relocated along with associated piping as required. • Meet Me Room was added to raised floor area and is now cooled by downflow CRACs; therefore, MiniMate and associated piping was deleted. • ISS Room was relocated; therefore, MiniMate and associated piping for this space was relocated. • Additional future downflow CRACs were shown for future Data Hall. M2.2: • Additional future condensing units were shown for future Data Hall. • Condensing unit and associated piping serving relocated Meet Me Rm were deleted. • Other small condensing units serving MiniMate and Fan Coil Units and associated refrigerant piping were relocated to accommodate structural requirements. • Two (2) roof mounted exhaust fans were added in lieu of in -line exhaust fans. M3.1: • Ductwork headers for upflow CRACs in Electrical Room were replaced with discharge plenums with SA grilles. • Ductwork for all Fan Coil Units was revised with relocation of all units for new floor plan. • Ductwork for two (2) roof mounted exhaust fans in lieu of in -line fans serving Electrical Room and Toilet Room. M7.1: • Detail #2 of in -line exhaust fan was deleted as these are now roof mounted exhaust fans. M7.2: • Detail #2 of Upflow CRAC unit was revised to show top plenum supply air discharge in lieu of SA duct header. • Detail #3 of Downflow CRAC unit was revised to show EconoPhase Refrigerant Pump and associated refrigerant piping revisions. PLUMBING P0.1: • As part of initial City Comments, the Backflow Preventer was added to the Plumbing Fixture Schedule. • Detail #2 was revised to show updated Backflow Preventer as scheduled. 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 4 of 5 P2.1: • Waste and Vent piping was rerouted for relocated plumbing fixtures according to revised floor plan. P2.2: • Domestic Water piping was rerouted for relocated plumbing fixtures. • Humidifier make-up water piping was rerouted for relocated downflow CRAC units and for future downflow CRAC units. FIRE PROTECTION F0.1: • Specifications for Viking TotalPac 3 with Nitrogen option and galvanized piping for pre - action zones was replaced with Viking TrimPac with black steel piping. • Detail #3 of Viking TotalPac with Nitrogen was replaced with pre -action sprinkler header with Viking TrimPac. • Detail #4 of Sprinkler Riser was added. Note that Zone 3 serving Future Data Hall on header is prepped for future pre -action TrimPac. F2.1: • Pre -action piping layout was revised for relocation of Pre -Action Rm, revisions to layout of Electrical Room and Future Data Hall. • Note that piping for Future Data Hall will be installed in preparation for future pre -action zone. Regards, Doug Carder, PE Burr Computer Environments, Inc. 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 5 of 5 VLMKCONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • OR • 97239-4393 503.222.4453 503.248.9263 vlmk@vimk.com www.vlmk.com STRUCTURAL CALCULATIONS. for EDGE CONNEX EDCSEA01 HVAC SUPPORT & EQUIPMENT REVIEWED FOR ANCHORAGE CODE COMPLIANCE 3425 S 116TH St - Bldg 6 APPROVED Tukwila, WA 98168 APR 16 2014 for Burr Computer Environments 10400 Rodgers Rd Houston, TX 77070 red. 1•*1•1 Prepared By: Jason Sahlin P.E., S.E. VLMK Job Number: 20140082 February 11, 2014 Revision/Dated: March 2i;.., 2014 City of Tukwila • ;ILOING DIVISION RECEIVED CITY OF TUKWILA APR 1 1 2014 PERMIT CENTER REVISION NOJ Structural Englneering•Civil Engineering.Industrial Engineering•Planning•Studies/Eva ations•Entitlement VLMK Consulting Engineers, Inc. Structural Calculations DC-1 Edge Connex - HVAC Support and Equip Anchorage EDGE CONNEX EDCSEAO.Y HVAC SUPPORT & EQUIPMENT ANCHORAGE 3425 S 116TH St — Bldg 6 Tukwila, WA 98168 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Calculations C-1 thru C-21 4\ Equipment Cut Sheets, Asbuilt Roof Plans and HVAC R-1 thru R-11 Support Plan DESCRIPTION OF STRUCTURAL SYSTEM The Edge Connex HVAC project consists of installing mechanical units on the roof of a building located in Tukwila, WA. These calculations include analysis of the existing roof framing, as well as, mechanical unit and equipment anchorage design. ***LIMITATIONS*** VLMK Consulting Engineers 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 Consulting Engineers for items beyond that shown in this Structural Calculation Package. Fie: G:Vkad20141201400821Cales120140082 Design Cater a,doez Page 1 Printed: March 11. 2014 Structural Calculations DC-2 Edge Connex - HVAC Support and Equip Anchorage DESIGN CRITERIA CODES: 2012 International Building Code as amended by the State of Washington DESIGN LOADS: Live Loads: Roof Snow Load Flat Roof Snow Load, Pf 25.0 psf Snow Drift As Required Dead Loads: Existing Roof Roofing + 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 Wind: Basic Wind Speed (3-second gust) 110 mph Wind Importance Factor, I., Iw = 1.0 Occupancy Category II Wind Exposure B Seismic: Location (Lat/Long) 47.4982 -122.2900 Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations SS = 149.9% Si = 51.7% Site Class D Spectral Response Coefficients Sds = 100.0% Sdi = 51.7% Seismic Design Category D Component Anchorage Factors ao R° Io HVAC Equip 2.5 6.0- 1.0 Fie: G:4k ad20141201400821Cafcs120140082 Design GNeria docx Page 2 Printed: March 11, 2014 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 503.222.4453 503.248.9263 Job WPC.) C AIV IAZ Job NZ 11 B Dotee/1 / Sheet Noe'- TABLE NO. 25•A•1—ALLOWABLE UNIT STRESSES —STRUCTURAL LUMBER —(Continued) Allowable Unit Stresses for Structural Lumber —VISUAL GRADING (Normal loading. See alsoSection 2504) ' • SPECIES AND COMMERCIAL GRADE SIRE CLASSIF4 ' CATION ' ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH • • U.B.C. SIDS WHICH GRADED EXTREME FIBER IN BENDING F► . & We member Uses IWr mber Ussi Tension sl I IoOeein • Fr HoAsonul Sheer F. Compeer . toGranr F,.L M Compms. sloe Parallel ' . F. MODULUS ELASTICITY • E 21 i DOUGLAS FIR —LARCH DOUGLAS FIR —LARCH Dealt Select Strucwral Select Structural Dense No. 1 No. 1 ' -Dense No. 2 No. 2 No.3 Appearance Stud (Surfaced dry or surfaced (North) .. 2' to 4' thick 2' to 4' wide green. Used 2450 MOO. 2050 1750 1700 1450 800 1750 : 800 at 199s max. . 2800 2400 2400 2050 1950 • t-1 2050 925 m.c.) 1400 1200 1200 1050 . 1000 850 475 1050 - 475 .95 95 - 95 95 95 95 '95 95 95 . .— • 730 „ ' • 625 ' 730 625 730 625 625 625 625 . 1850 1600 1450 1250 1150 .• .1000 600 1500 600 1,900,000 1,800,000 1,900,000 1,800,000 • 1,700,000 1,700,000 1,500;000 1.800,000 1,500,000 • 25-2 2 3 25- 4 ( footnotes 2through 9, • 11013, • 15 and 16) Construction - Standard Utility 2" to 4" thick 4" wide 1050 600 275 , 1200 675 325 .625 . 350 175 95 - 95 95 625 625 625 1150 923 600 1,500,000 1,500.000 1,500.000 Dense Select Structural ' SelectStructural Deese No. 1 No.1. Dense No. 2 No. 2 No.3 and Stud Appearance 2' to4' thick 5' and wider • 2100 1800 1800 1500 - 1450 1250 - 725 1500 2400 2050 2050 - 1750 . ' 1700 • 1450 850 1730 : 1400 : 1200 1200 1000 775 650 :375 • 1000 95 95 95 95 • 95 95 95 95 ^ 730 — 625 730 625 • 730 625 625 625 I650 7400 1450 1250 1250 1050 675 1500 1,900,000 - 1,800,030 1,900,000• 1,800,000 '1,700,000 1,700,000 •1,500,000 1,800,000 , } SIMPSON BIHBIHH 1/aB/HGB BEAM NDNGE S Strong -Tie CONNECTORS Some model configurations may differ from those shown. Consult factory for details. Typical Saddle Hanger Installation O Copyright 1993 SIMPSON STRONG -TIE 34 COMPANY. INC. B, HB, HHB, GB and HGB are acceptable for weld -on applications. 1. N20AN and N54A fasteners are included with hanger. 2. HNB, GB, and HGB allowable loads do not apply when the hanger is installed over 2x or 3x nailers. To maintain allowable downloads for this application', specify saddle -type connectors. 3. Loads may not be increased for short-term Wading. F M017I=t, NO. JOIST` OR f wiuN , six - - f D1ME iSIONS* . s '`ST'E I RS ^NJ . . 3k,10 h. C ce - , b G , y, -!_• it LOlNABLE LOkii62,V 1 A W Cy" i ,H# .. i1•w B _ E [•,A1s3„ 'NAY,+r . UI'I. Sr I al i 4 40 .. p yL7 H;+ ,K +{Jq7 OO H FOR*, B38 3x8 29/e 7'41 2 4-16d ..... 2-10dx11/2 7400 290 2415 2415 B310 3x10 29/ie 91/e 2 4-16d 2-10dx11. 7400 290 2415 2415 0312 3x12 29/16 11 234 4-16d 2-10dx11/2 7400 290 2415 2415 B314 3x14 29/ie 13 3 4-16d 2-10dxl1/2 7400 290 2415 2415 B316 3x16 29/6 15 3 4-16d 2-10dx11/2 7400 290 2415 2415 s f ;4c8 _ 0/11 - :71/a . a 4-46d '". 2 1,Od4 > 74004.'.,' _"v-315 , 24 5` a`a244'5 % p048/'?. 041V . ?.40 si. 'r3/1e' a...:91"tl-. :x2h, :4-l8d .. 2-1 il,3',' 74V0R- -.315 a'% t.'4, 24d5.. B412 4x12 39/1e 11 234 6-16d 2-10d 9667 315 .'2 3165 3165 HB412 4x12 39/1s 11 3 . 10-N20AN 4-N20AN 13833 925 4330 4330 HHB412 4x12 39/s 11 3 4-N54A 2-N54A 12933 675 4140 4185 841 4k14 38/i's 13 2%. 1C.: . ' 210d .: 9667:1 gialitit4 k1.925 f" 4' ' ' kti166;.' 43"900 HB41!4 . 4X1gi°/e. "13`J k #h• g 1'0.N30AT11 4-&20AN: 1383$f;P.1 HHB414'ir 4x14 rpli'. :104A SWI9? WV). tt.' 54a f.KIWtit15400`w; rigisOla 43.S1,3 '.: as'51!30 1416 4x16 39/1s 15 234 6-16d 2-10d 9667 315 3165 3165 H13416 4x16 39/6 15 3 10-N20AN 4-N20AN 13833 925 4330 • 4330 HHB416 4x16 39/1s 15 3 6-N54A 4-N54A 15400 1345 5130 5130 H1 B6.8 : ' ,:6i 8'" , t i 51 1 /z n ' 7.1 ,,: ye . ,. i ;*; 5 1. ,6 ,. ¢N54A,..r. =2: 6 A z' ' ` . - . 1; 12933. a zt °P' d :... M 8=7,5 "%'. : r' " .4i",40,1 ' , ar 1i°.`d1"85 't 4000 B610 6x10 51/2 93/4 236 10-16d 2-10d 14375 315 4000 HHB610 6x10 51/2 914 2 4-N54A 2-N54A 12933 675 - 4140 4185 Bet12ivkrz` 6x4ao cu3;14y gt;11,' ,.. r.tyw ATOROO Es4lOd'l irg75Wa5?.'<iY4Q60/i} I. .40't HHBfi 12 o f 6 ic-% 'ir ,t ,,:. ;11 ri', sy r.13'N& 23/e WON:5'44 10-16d ua6=f454A", 2-10d C19100 ,: 14375 f 2020 315 76230 - 4000 O"Iit `i 4000 B614 8x14 51/2 13 HHB614 6x14 51/2 13 3 10-N54A 6-N54A 19100 2020 6230 6230 0616,0 * °6x16 t C5 Pn 15 12/2" - 10`16d 2 10 ; I4375I: #: r'1";r3153-+ sue. 4.000 44000 ` HHB616 t i 4 ' :8x:161 ' 5t/k Y'4 1_5 •ftE 1;' 3,„la',10-N54A' -:6 waft "91.:0 , ', 202QF, `°` l B'2 i0 6299 HHB812 8x12 71/2 11 3 10-N54A 6-N54A 19100 2020 6230 6230 HHB814 8x14 7'/2 13 3 10-N54A 6-N54A 19100 2020 6230 6230 I-1HB8104 ; &x16,! 41 .',4 t!;.151<; >'•: ; :3.:-I1t rg.t04A` 6: 'i'!t'/4 1.10.00 , e2tiai "'. W"`6230Itt4.6230 GLULAM SIZES 1.71102,0 2s%s fAM; 'vgi '13', MIN..' WA N2OAPJ' 'wow,* 13830' SIMO55 ' 9330 '' ''33(Y HHB3 33/4 LAM 31/4 9 MIN 3 10-N54A 6-N54A 19100 2020 6230 6230 GB3 314 LAM 31/4 101% MIN 31/2 14-N54A 6-N54A 26833 2020 8350 8350 HHB5 ' , 5'/s: LAMv 044 3 `9.1u11N fr3.r' 10- 54Am6 N5'4A` '1910.acratI 020' `.,E r ..623Q sY.? ' 0145-NIV a5 VA W "CM l':i IN ,31` 4441"544 6 N54A 26833'-.' 22020` 8350`1. t8350.° .IHG35-1r. ,.'0 AMA• 5=/' .i 15 MiNi :,"4K. `.14-N54A'A.I6 N54A a Wafeili•.i : '2U20 304. 5 '.?'., 9800:t HHB7 63/4 LAM 63/4 101/2 MIN 3 10-N54A 6-N54A 19100 2020 6230 6230 GB7 6/4 LAM 674 12 MIN 3'/2 14-N54A 6-N54A 26833 2020 8350 8350 HGB7 63/4 LAM 62 15 MIN 4 14-N54A 6-N54A 30300 2020 9425 9800 4. Uplift toads have been increased 33% for wind or earthquake loading with no further Increase allowed; reduce by 33% for-normalloading criteria- ....-- such as In cantilever construction. 5. Uplift loads do not apply 10 weld -on applications. You can change this area using the 'Settings' menu item and then using the "Printing & Title Block' selection. Title Block Line 6 Wood Beam Lic. # : KW06002728 Description : CHECK EXISTING 4X14 PURLIN WITH MECHANICAL LOAD CODE REFERENCES ect Descr: JCS Project ID: 201400132 Hack 11 FEB 2014, 7:10AM Fie = g:lAcad 2014201400821Caica120140082 0aec6 ENF_RCALC, INC.19832013, WId:6.13.8.31, Ver.&:13,8.31. Licensee : VLMK CONSULTING ENGINEERS Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Wood Species : Douglas Fir - Larch Wood Grade : No.1 Fb - Tension Fb - Compr Fc-Pdi Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 1,800.0 psi 1,800.0 psi 1,450.0 psi 730.0 psi 95.0 psi 1,200.0 psi Density E: Modulus of Elasticity Ebend- roc 1.0 ksi Eminbend -xa 620.0 ksi 32.210pcf + D(0.09) S(M45) 3.875 X 13.625 Span =24.0ft + i Applied Loads Uniform Load : D = 0.090, S = 0.250 , Tributary Width =1.0 ft, (DL+SL) Point Load : D = 0.4450 k 14.0 ft, (DL MECH) DESIGN SUMMARY Maximum Bending Stress Ratio = 1.29* 1 Section used for this span 3.875 X 13.625 fb : Actual = 2,677.94psi FS : Allowable = 2,070.00 psi Load Combination +D+S+H Location of maximum on span = 12.526ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Service toads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 2298.245 in Ratio = 0.000 in Ratio = 3387.572 In Ratio = 0.000 In Ratio = 0<360 0 <360 0 <180 0 <180 Design N. e 1.036 : 1 3.875 X 13.625 113.14 psi 109.25 psi +D+S+H = 22.949ft = Span#1 Maximum :Forces °& Stresses' for Load Combinations,: Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr D Only 1.00 1.00 1.00 Length = 24.0 ft 1 0.495 0.372 1.00 1.00 1.00 1.00 4D+S+H 1.00 1.00 1.00 Length = 24.0 ft 1 1.294 1.036 1.15 1.00 1.00 1.00 Overall Maximum Deflections - Unfactored Loads :'. Load Combination Span Max.'- Defl Location in Span Cm 1.00 1.00 1.00 1.00 Moment Values C 1 CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Load Combination M fb Shear Values Fb V fv Fv 0.00 8.90 890.31 1800.00 0.00 26.76 2,677.94 2070.00 0.00 0.00 0.00 1.24 35.37 95.00 0.00 0.00 0.00 3.98 113.14 109.25 Max.'+ Defl Location in Span D+S 1 UMW 12.088 Fly - \Too° (t .)5-X4,4eb) r- fo2zit w 0.0000 0.000 Xou can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Wood. Beam: Enineer: JCS Project Descr: Project ID: 20140082 Riled: 11 FEB 2014, 7:1OM :FYe = gytad201412D140Q82►C 1 120140082caIcs ec6 .ENERCALC.INC. 1983.2013, BuDEi B 13 831, Ver6;13.8.31: Lic. # : KW-06002728 Licensee : VLMK CONSULTING ENGINEERS Description : CHECK EXISTING 4X14 PURUN WITH MECHANICAL LOAD Vertical Reactions., Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 4265 4.340 Overall MAXlnwm D Only S Only DaS 1/65 1.340 3.000 3.000 4.265 4.340 you can change this area - using the 'Settings' menu item and then using the 'Printing & Title Block' selection: Title Block Line 6 Steel Beam Lic. # : KW-0600272.8 Engineer: JCS'-' -__ Project Descr: Deskxiption : CHECK EXISTING 4X14 PURIJN WITH MECHANICAL LOAD AND CHANNEL REINFORCING CODE REFERENCES . Prolect ID: 20140082 Prix ,k 11 FEB 2014, 7:41A1,1 :_.e:1n o14i2014008zccers2OI4OO82calcs.ecs RCALC, INC. 19A3,20:13,:Bu1d 6.13.8.31, Vee6.13.8.31, Licensee : VLMK CONSULTING ENGINEERS Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam Is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Load Combination ASCE 7-05 Fy : Steel Yield : E: Modulus : 36.0 ksi 29,000.0 ksi D(0.09) S(0.2 .445) 1• i 'Span = 24.0 ft C10x15.3 • Applied Loads.::::.: Beam self weight calculated and added to bads Uniform Load : 0 = 0.090, S = 0.250 k/ft, Tributary Width =1.0 ft, (DL+SL) Point Load: D=0.4450k14.0ft,(DLMECH) DESIGN SUMMARY Service bads entered. Load Factors will he applied for calculations. Design 0 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 L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.975 :1 C10x15.3 27.855 k-ft 28.563 k-ft +D+S+H 12.480ft 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 0.964 in Ratio = 298 0.000 in Ratio = 0 <240 1.480 in Ratio = 195 0.000 in Ratio = 0 <180 0.146 : 1 C10x15.3 4.523 k 31.042 k +O+S+H 24.000 ft Span # 1 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. '--• Dell Location In Span Load Combination Max. '+• Dell Location in Span D+S 1 1.4797 Vertical Reactions-'Unfactored 12.120 Support natation : Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum D Only S Only D+S 4.449 1.449 3.000 4.449 4.523 1.523 3.000 4.523 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 0 Jobi17c., V) 54(" vLMx CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 503.222.4453 503.248.9263 el 1u can change this area using the "Settings' menu item and then using the 'Printing & Title Block' selection. Tile Block Line 6 !oo_eam.. Description ; EXISTING GIB LINE WITH MECHANICAL UNITS - CANTILEVER SPAN CODEREFERENCES;' , Eiineer JCS _w Project Descr Project ID: 20140082 -o 141 4 Med 11 MAR 21, 229PM : = Guceazor4 0140084C 0120t49082 na lmei8 ENERCALC. 199332Q14 9i k16.141:23;V 14.1.23'`:' Licensee : VLMK CONSULTING ENGINEERS Calculations per. NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Wood Species : DF/DF Wood Grade : 24F - V8 Fb - Tension Fb - Compr Fc - Pdl Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi - 1,100.Opsi E: Modulus of Elasticity Ebend-xx 1,800.0ksi Eminbend - xx 930.0 ksi Ebend-yy 1,600.0ksi Eminbend-yy 830.0ksi Density 32.210pcf i D(0.128) D(0.312V(0.612) $ i i i 18) ft( +ti> 9 93)956) 6.75x27 Span = 7.0 ft Applied Load for Span Number 1 Uniform Load : D = 0.3120, S = 0.6120 , Tributary Width = 1.0 ft, (DL+SL) Uniform Lead : D = 0.1280 kit, Extent = 8.0 -> 40.0 ft, Tributary Width =1.0 ft, (DL MECH) Load for Span Number 2 Uniform Load : D = 0.3180, S = 0.6120 , Tributary width =1.0 ft Point Load : D = 4.134, S = 7.956 k 7.0 ft, (DL+SL HUNG SPAN) Point Load : D = 0.4030 k a 7.0 ft, (DL MECH - HUNG SPAN) DESIGN'SUMh Maximum Bending Stress Ratio Section used for this span Po : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward l+Lr+S Deflection Max Upward L+LrtS Deflection Max Downward Total Deflection Max Upward Total Deflection 0.987:1 Maximum Shear Stress Ratio 6.75x27 Section used for this span 2,291.06 psi fv : Actual 2,321.38psi Fv : Allowable +D+S+H Load Combination 17.430ft Location of maximum on span Span # 1 Span # where maximum occurs 1.174 in Ratio = 408 -0.324 In Ratio = 518 2.079 in Ratio = 230 -0.647 in Ratio = 258 Service loads entered. Load Factors will be applied for calculations. Design a 0.576 : 1 6.75x27 175.66 psi 304.75 psi +0+641 37.765 ft Span # 1 ;:Maximum: Forces. 8 S1xes$es fet:Load _Courti n Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C t Cr D Only Length = 40.0 ft 1 0.486 0.270 1.00 Length = 7.0 ft 2 0.241 0.270 1.00 +D+S+H Length = 40.0 ft 1 0.987 0.576 1.15 Length = 7.0 ft 2 0.584 0.576 1.15 Cm Ct CL Moment Values Shear Values M ft) Pb V iv F'v 0.00 0.00 0.00 0.00 0.84 1.00 1.00 1.00 1.00 1.00 67.07 981.32 2018.59 8.70 71.63 265.00 1.00 1.00 1.00 1.00 1.00 1.00 39.55 578.69 2400.00 6.05 71.63 265.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.84 1.00 1.00 1.00 1.00 1.00 156.58 2,291.06 2321.38 21.34 175.66 304.75 1.00 1.00 1.00 1.00 1.00 1.00 11024 1,612.96 2760.00 16.93 175.86 304.75 Y,ou can change this area using the 'Settingsmenu item and then using the "Printing & Tide Block' selection. Title Block Line 6 Wood Beam P iect ID: 20140082 \ —ID Printed 11 MAR 2014, 229Pht : . ' i Fi0.41400201014.00PANW0146032.00406: : . ENERCALCACA983401496M6.14120a.1423;' Lic. # : KW-06002728 Licensee : VLMK CONSULTING ENGINEERS Description: EXISTING GLB LINE WITH MECHANICAL UNITS - CANTILEVER SPAN Er4neer: JCS Project Descr. Verall MaXimem.Defleotions - Unfactotedtpacis . ; Load Combination Span Max "-" Deb Location In Span Load Combination Max. '+" Dell Location M Span D+S 1 2.0787 18.994 2 0.0000 18.994 D+S • .: Vertical .Reactions -.Lief-adored . ... Load Combination Support 1 Support 2 Support 3 Supportnotation : Far left Is #1 0.0000 0.000 -0.6469 7.000 Values in KIPS Overall MAXimum 17.363 42.697 D Only 6.890 16.449 S Only 10.473 26.247 D46 17.363 42.697 Maximum Bending Stress Ratio Section used for this span fb : Actual FS : Allowable Load Combination Location d maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Yxu can change this area using the 'Settings' menu item and then using the 'Printing & Title Blodc' selection. Tile Block Line 6 Beam Description ; EXISTING GLB LINE WITH MECHANICAL UNITS - HUNG SPAN GODE:REFERENCES:_';::;,;`:_;;; Engineer. Project Descr. JCS'- IctD: 20140082 3I�11� 11 11MAR 2014, 232PU C hit iseno14�BuiId 141.23,Ver.6:14:L23 Licensee : VLMK CONSULTING ENGINEERS Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Wood species : DF/DF Wood Grade : 24F - V8 Fb - Tension Fb-Compr Fc-PdI Fc- Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E: Modulus ofElasticrty Ebend-xx 1,800.0ksi Eminbend -xx 930.0 ksi Ebend- yy 1,600.0 ksi Eminbend - yy 830.0 ksi Density 32.210 pcf i D(0.1) + + + D(0.318�5(0.612) 6.75x21 Span = 26.0 ft Applied L oads Uniform Load : D = 0.3180, S = 0.6120 , Tributary Width = 1.0 ft, (DL+SL) • Uniform Load : D = 0.10 k/(t, Extent = 9.0 -» 17.0 ft, Tributary Width = 1.0 ft, (DL MECH) DE$IGNSUMMARY :: o.80a 1 6.75x21 2,007.20psi 2,485.24psi +D+S+H 13.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.675 in Ratio = 462 0.000 In Ratio = 0 <360 1.078 in Ratio = 289 0.000 in Ratio = 0 <180 Service loads entered. Load Factors will be applied for calculations. Design 0 0.379 :1 6.75x21 115.36 psi 304.75 psi +D+S+FI 24.292ft Span # 1 r r axiroum Forces &dresses for oad;Coml naflors= Load Combination Max Stress Rados Segment Length Span* M V Dony Length = 26.0 t 1 +D+S+H Length = 26.0 ft 1 0.808 0.379 . Overall Maxlmum;l�eflections °l7nfael 0 Cd C FN C i Cr 0.350 0.159 1.00 0.90 1.00 1.00 0:90 1.00 1.00 1.15 0.90 1.00 1.00 oads • Moment Values Cm Ct CL M fb 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shear Values Pb V iv F'v 0.00 0.00 0.00 0.00 31.27 756.37 2161.08 3.99 42.23 265.00 0.00 0.00 0.00 0.00 82.99 2,00720 2485.24 10.90 115.36 304.75 Load Combination Span Max. '- Dell Location in Span Load Combination Max. '+' Deli Location in Span D+S 1.0776 13.095 0.0000 0.000 Engineer: JCS -- --� -- Project Descr: Prol ID: 20140082 YIN can change this area using the 'Settings' menu item and then using the 'Printing & Tide Block' selection. 1Z.. Title Block Line 6 PM,ka:11 MAR 2014, 7:32PM Wood Bea _ El�.'J1LG;:1N�.1993�20}�s BuN�&.t4f:23..Ver6:T41:23 Lic. # : KW-06002728 Licensee : VLMK CONSULTING ENGINEERS Description : EXISTING GLB LINE WITH MECHANICAL UNITS - HUNG SPAN Vertical:: Reactions'- Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overal MAXimum D Only S Only D+6 12.490 12.490 4534 4.534 7.956 7.956 12.490 12.490 VLMK CONSULTING ENGIN.EERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 Job72C WPCJ 5VMAT 3933 SW Kelly Avenue 503.222.4453 • Portland • Oregon 97239-4393 503.248.9263 I VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 tP--1. c-.. r---n_.„..,.— _:.r,�- a-.-ver_: .- ._i.V..--_ —._...__: ,..--- -i--. ,• I . - - - :a:.; I s -xt_. s.'.a.T_•,. L.:.. s ss.:f .si _aFs. .:rxz :erg x:4.cm:rs.e:.,c.�:7 _{ _ ; 7I i '. ..{_1-__ I f •/j_i i � _a. 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Y_ ----7- �-x-I-1"�--J--i'---{-(--�—I-'1-I - - . -F----' 1_._ , 1 i - --I--- ', 1 1 1 I I i 1 , I Ems: :' - _. _ J ..:._ _c s.T i.:a; .*.sue si-:a::e4.1r:,�t:r'i a xc"sew.stss ,....:.:sxtl: a'; . - xfr:anti-zaa'-.c_. :>• :rc:KC-v:3 ars'x....z,l:t_.. 503.248.9263 Ed JDb-rQLPAZ 5 /1147T job -ta)b2 By AS Date VI 4 Sheetf•Jo. i6 • ' iNM Design Maps Summary Report User -Specified Input Report Title Tukwilla Data Center Tue February 11, 2014 17:27:08 UTC Building Code Reference Document ASCE 7-05 Standard (which utilizes USGS hazard data available in 2002) Site Coordinates 47.4982°N, 122.29°W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category I/II/III USGS-Provided Output Ss= 1.499g SM5= 1.499g Si = 0.517 g SM1 = 0.776 g MCE Response Spectrum 1.65 1.50 1.35 1.20 1.05 11 0.90 0.75 0.60 0.45 0.30 0.15 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 Sin = 1.000 g SD1 = 0.517 g 1.10 1.00 0.90 0.90 0.70 TT 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0.00 Design Response Spectrum 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 Period, T ( sec) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. 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I 1 I - I i 1'IIPI j I• 1 i i l L i ) I j .. - Tij-{_ ' i i - J i I 1 �---, ' -i�-f L-;-i-a- '{ ! -I ' i I -1 l t I! i t i t i i i i I I ;^ i 1 1 ;; ; 1 , i i i! : 1 1 1 1 I I ; , I I i 1--r , ,. 1 i 1 , I I -j:. I I ' - t- r---,- 1 '- !- -1- i -'- -}3 .. i -! 1 I I -I-- - ` - -' ' �- .. -1- -I -� I -f -J, -; L F - - - I - -- -'1 _ ? , , 1 I i 1 ice.. I I i• 1 1 • CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 I' 503.222.4453 .I I f I I ( j.. i -V.C.pvl. Iltq %f 503.248.9263 el Job Nod% By ,c7 Date gJ / 4 SF•ieet No.`s J 1 . .. .._ .I. •y-• _.. a:x 3cx-rsa>_axs.; _:l •r_xr:re .--r�- - .,�-u's*�.c-r.:i• _;.. • , i I i I i ,+ I -. � I • _,1_ II CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P F 503.222.4453 503.248.9263 vlmk@vimk.com www.vlmk.com v2.25 - Software Copyright 2014 VLMK Consulting Engineers. Ali Rights Reserved. Job Job No. Date 2.. Sheet No. C.-At Mechanical Unit Anchorage Design - top of curb/bottom of RTU-1 Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters Site Class = Sos = 1 000 Ap = Rp Ip = h= (ft) (ft) Wind Parameters PHoRIZ. `..:,.;22.3:' (psf) PueuFr = 17 6 (psi) HVAC Unit Data Wp =i_' 351' (lb) X = ' (in) Y = (in) Z = 3:0_:. (in) Xcg = (in) Ycg = (in) Zcg =_.::1$y;Q`(in) ANALYSIS Base Shear: Seismic: [ASCE 7-10 ] (Assumed) Design spectral response acceleration [ASCE7-10] [ASCE7-10] Importance Factor Attachment height from base of structure Average roof height of structure from base [ASCE 7-10] Design wind pressure (psf) 0.6W Design wind pressure (psf) 0.6W Machine Weight Base Dimension (max) Base Dimension (min) Height of Unit and Curb Center of Gravity . Center of Gravity Center of Gravity F - 0.4apSDsWp 1+2- z p Rp/lp h _ 176 Base Shear, V„ = 176 lbs. 1.0E Wind: V„ = 492.5 lbs. 1.OW To (4) Anchors/Corners Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 1 26.5 702.25 9 81 2 26.5 702.25 9 81 3 26.5 702.25 9 81 4 26.5 702.25 9 81 2809 324 Overturning: lbs. Ycg 1 • 3 • 1 G SCR 4 • 2• Xcg PLAN VIEW �G 1 SIDE VIEW Load Combinations: ULTMATE: (0.9-.2SDS)D + E I 0.9D + 1.0W ALLOWABLE: (0.6-.14SDS)D + 0.7E I 0.6D + 0.6W <_ 1.6SosIpWp =562 lbs. OK Z 0.34sI pWp =105 lbs. OK Controlling Base Shear = 492 lbs. Wind 295 (asd) Wind Minimum eccentricity = ex = 1.325 Mx-x = 232.5 ey = 0.45 My-y = 78.98 X Direction V1,2 = 46 V3,4 = 46 Controlling V„max = 123 lbs. wind 74 (asd) Wind Mot = 3159 lb -in. Seismic 1.0E Each Anchor/Corner Mot = 8864 lb -in. Wind 1.0W • Mres-x = 6511.1 lb -in. Seismic = 8371.4 lb -In. Wind Net Bolt Tension X Direction Tx* = 53 *negative (-) values Indicate there Is no net upli Y Direction V1,3 = 46 V2,4 = 46 Mres-y = 2211 lb -in. Seismic = 2843 lb -in. Wind Y Direction T„max* = 216 lbs. wind Ty* = 216 = 124 (asd) Wind Each Anchor/Corner VLMKCONSULING ENGINETERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 503.222.4453 503.248.9263 vlmk@vlmk.com www.vlmk.com v2.02 - Software Copyright 2014 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 TYPICAL SCREEN WALL H= a= Zg Kh = Kd = qh ASD GCr = GCr = At = Ar = Bh = Ph Pv = Fh = Fv = Job Job No. Date Sheet No. TYPICAL MECHANICAL UNIT Exposure Category [Section 26.7.3] Topographic Factor [Figure 26.8-1] Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] Horizontal Dimension of Building Measured Normal to the Wind Direction Mean Roof Height of Building (Eave Height if Roof Angle < 10') Height of Rooftop Structure or Equipment Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth of Rooftop Structure or Equipment, Parallel to Wind 25.00 ft Height to Top of Structure or Equipment 7.0 3-Second Gust -Speed Power Law Exponent 1200 ft Nominal Height of Atmospheric Boundary Layer 0.701 Velocity Pressure Exposure Coefficient 0.90 Wind Directionality Factor qh ASD = 0.00256KZKztKdV24,*(0.6) (0.6W ASD LEVEL) 11.7 psf 1.9 1.5 12.0 sf 6.0 sf 2200.0 sf [Table 26.9-1] [Table 26.9-1] [Table 27.3-1] [Table 26.6-1] [Equation 27.3-1] Velocity Pressure at Nominal Level [Equation 29.3-1] Horizontal: Force Increase & Gust Factor [Section 29.5.1] Vertical -Uplift: Force Increase & Gust Factor [Section 29.5.1] Area of Structure Normal to the Wind Direction (Horizontal face) Area of Structure Perpendicular to the Wind Direction (Vertical face) Building Area Normal to the Wind Direction Fh = gh(GCr)A, & Fv = gh(GCr)Ar 22.3 psf 17.6 psf 267.2 Ib 105.5 Ib Horizontal Design Wind Pressure Vertical (Uplift) Design Wind Pressure Horizontal Design Wind Force Vertical (Uplift) Design Wind Force [Equation 29.5-2 & 29.5-3] (0.6W = ASD) (0.6W = ASD) (0.6W = ASD) (0.6W = ASD) Title ; Tukwilla Data Center Page: Job # : 20140082 Dsgnc JCS Date: 11 MAR 2014 Descc Generator Pad Retaining Wall RetainPro 10 (e) 19572012, Build 10.13.7.31 License: KW-06056924 Cantilevered Retaining Wall Design Code: IBC 2009,ACI 318-08,ACI 530-08 License To : VLMK CONSULTING ENGINEERS Wall in File: g:lacad20141201400821caIcs120140082 retaining wall.rp5 Criteria 1 Retained Height Wall height above soil = Slope Behind Wall = Height of Soil over Toe = Water height over heel = 4.50ft 0.50 ft 0.00 :1 6.00 in 0.0 ft Surcharge Loads Surcharge Over Heel = 200.0 psi Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning 1 Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentridty = 0.0 Ibs 0.0 Ibs 0.0 in Design Summary 1 Wall Stability Ratios Overturning Sliding Total Bearing Load ...resultant ecc. 3.46 OK 1.57 OK 3,060 lbs 5.33 in Soil Pressure @ Toe = 1,275 psf OK Soil Pressure @ Heel = 255 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable 1,530 psf 306 psf 0.0 psi OK 8.7 psi OK 82.2 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 879.4 ibs less 100% Passive Force = - 156.3 Ibs less 100% Friction Force = - 1,224.0 Ibs Added Force Req'd = 0.0 lbs OK ....for 1.5 :1 Stability = 0.0 Ibs OK Load Factors Building Code Dead Load Uve Load Earth, H Wind, W Seismic, E Soil Data 1 Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Passive Pressure Soil Density. Heel Soil Density, Toe FootingllSoil Friction Soil height to ignore for passive pressure = 2,000.0 psf Method = 35.0 psf/ft = 250.0 psf/ft 110.00 pcf 0.00 pcf = 0.400 = 12.00 in Lateral Load Applied to Stem Lateral Load ...Height to Top = ...Height to Bottom = The above lateral Toad hbyysabeen r eased factor Wind on Exposed Stem = 0.0 psf 0.0#Ht 0.00 ft 0.00 ft 1.00 Stem Construction 1 IBC 2009,ACI 1.200 1.600 1.600 1.600 1.000 Design Height Above Ftg Wall Material Above "Hr Thickness Reber Size Reber Spadng Rebar Placed at Design Data Top Stem Adjacent Footing Load Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Badc of Wall Poisson's Ratio 0.0 Ibs 0.00 ft 0.00in = 0.00ft Line Load 0.0ft = 0.300 1 ft= Stem OK 0.00 Concrete 6.00 # 4 12.00 = Edge fb/FB + fa/Fa = 0.516 Total Force ® Section Ibs = 1,025.2 Moment...Actual ft-= 1,881.4 Moment -Allowable = 3,648.0 Shear.....Actual psi = 20.1 Shear.....Allowable psi = 82.2 Wall Weight = 75.0 Rebar Depth 'd' in = 4.25 LAP SPLICE IF ABOVE in = 17.09 LAP SPLICE IF BELOW in = HOOK EMBED INTO FTGin= 7.67 Masonry Data fm Fs Solid Grouting Use Half Stresses Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Biodc Type Masonry Design Method Concrete Data fc Fy psl = psi= = Medium Weight = ASD psi = 3.000.0 psi = 60,000.0 Title ; Tukwilla Data Center Job # : 20140082 Dsgnr. JCS Descr Generator Pad Retaining Wall Page: Date: 11 MAR 2014 Wall in File: g:lacad20141201400821caIcs120140082 retaining wall.rp5 RetainPro 10 (cl 1987-2012, Build 10.13.7.31 License : KW-06056924 Cantilevered Retaining Wall Design Code: IBC 2009,ACI 318-08,ACI 530-08 License To : VLMK CONSULTING ENGINEERS Footing Dimensions & Strengths Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe 0.50 ft 3.50 4.00 12.00 in 12.00 in = 0.00 in 2.00 ft fc = 3,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover r Top 2.00 Gt Btm = 3.00 in Footing Design Results I Toe Heel Factored Pressure = 1,530 306 psf Mu' : Upward = 185 2,755 ft- Mu' : Downward = 31 4,923 ft•# Mu: Design = 154 2,168 ft4 Actual 1-Way Shear = 0.00 8.66 psi Allow 1-Way Shear = 82.16 82.16 psi Toe Reinforcing = # 7 @ 16.00 in Heel Reinforcing = # 6 Ng 16.00 in Key Reinforcing = None Speed Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S' Fr Heel: Not req'd,Mu<S•Fr Key: Not req'd, Mu < S • Fr Summary of Overturning & Resisting Forces & Moments Item OVERTURNING Force Distance Moment bs ft ft-ft Heel Active Pressure = 529.4 1.83 Surcharge over Heel = 350.0 2.75 Surcharge Over Toe Adjacent Footing Load Added Lateral Load = Load ® Stem Above Soil = Total 970.5 Soll Over Heel 962.5 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = • Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weights) _ RESISTING Force Distance Moment bs ft ft-# 879.4 O.T.M. 1,933.0 Resisting/Overturning Ratio Vertical Loads used for Sal Pressure = = 3.46 3,060.0 Ibs Earth @ Stem Transitions= Footing Weight Key Weight = Vert. Component = 1,485.0 2.50 3,712.5 600.0 2.50 1,500.0 0.25 375.0 0.75 281.3 600.0 2.00 1,200.0 2.50 Total = 3,060.0 Ibs R.M.= 6,693.8 • Axial Iive toad NOT induded in total displayed or used for overturning resistance, but is induded for soil pressure calculation. DESIGNER NOTES: Iit t!itNUt UNIT Site Preparation Figure 6 Condenser planning dimensions—MCL055, MCL110, MCL165 and MCL220 Eyebolts for lifting condenser provided on 3&4 fan models l'455-1 /2" (1409mm) Table 3 a 53-7/8" w (1368mm) c 48-3/4" °° (1239mm) 5 ImI W •1• _4 ANCHOR PLAN 55-5/8" (1413mm) N%. Height to Top of Fan Guard See Table 3 for dimensions F, G and H Emerson recommends a clearance of 36" (915mm) on each side for proper operation and component access. ' For typical footprint dimensions, see Figure 2 DPN002416. Rev. 2 Condenser leg height and additional weight, MCL055, MCL110, MCL165 and MCK220 Model # #of Fans A in. (mm) B in. (mm) C In. (mm) D In. (mm) E in. (mm) MCL055 1 (1727) _ 56 (1423) 54-3/8 (1381) MCL110 2 124-1/8 (3152) — 112-1/8 (2848) 110-1/2 (2806) MCL165 3 180-1/4 (4578) •73-7/16 (1866) 188-1/4 (4274) 110-1/2 (2806) 56-1/8 (1425) MCL220 4 236-5/16 (6003) 129-9/16 (3291) 224-3/8 (5699) 110-1/2 (2806) 112-1/4 (2851) • 16" legs standard far all models. Cross-bradng required for legs longer than 18" (457mm . N See Tables 1 and 2 for weights, including added weight for legs of various lengths. Source: DPN002416, Rev. 2 Leg Height F * In. (mm) G In. (mm) H In. (mm) 18 (457) 35-7/8 (911) 43-5/8 (1108) 36 (914) 53-7/8 (1368) 61-5/8 (1565) (1219) 65-7/8 (1673) 73-5/8 (1870) 60 (1524) 77-7/8 (1978) 85-5/8 (2175) Liebert®MCN 10 4 taUHi NRRHUAI ONLY Site Preparation 2.0 SITE PREPARATION 2.1 Site Considerations • Condensers should be installed in a location offering maximum security and access for maintenance. • • Avoid ground -level sites with public access and areas prone to heavy snow or ice accumulations. • To ensure adequate air supply, Emerson° recommends that condensers be installed in an area with clean air, away from loose dirt and foreign matter that might clog the coil. In addition, condensers should be located no closer than 3 feet (1m) from a wall, obstruction or adjacent unit. • For roof installation, mount the condenser on suitable curbs or other supports in accordance with local codes. • Condensers must not be installed in a pit. • Condensers must be installed on a level surface to ensure proper refrigerant flow. • Use caution when installing condensers below the indoor unit. Condensers must not be installed more than 15ft. (4.6m) below the indoor unit. Condensers with Liebert Lee -Temp' receivers must be installed at or above the level of the indoor units to maintain proper subcooling. • Liebert Lee -Temp receiver tanks should be mounted on the condenser legs for proper operation. Contact Emerson Application Engineering Department for assistance with applications requiring remote mounting of receivers. • Condensers must be installed in vertical airflow orientation to maintain the electrical box's NEMA 3R rating. 2.2 Dimensions and Weights Table 1 Condenser net weights, shipping weights, dimensions and volume, approximate • Model # Number of Fans Condenser Net Weight Ib (kg) Domestic Packaging Export Packaging Packaged Weight Ib (kg) Dimensions (LxWxH) In. (cm) Volume ft3 (m3) Packaged Weight lb (kg) Dimensions (LxWxH) In. (cm) Volume ft3 (m3) MCS028 1 154 (70) 335 (152) 76x36x63 (193x91 160) 100 (2.8) 455 (206) 77x37x64 (196x94x163) 106 (3.0) MCM040 1 231 (105) 410 (186) (193 1 1x 60) 100 (2.8) 535 (243) (1996x94x163) 106 (3.0) MCM080 2 441 (200) 750 (340) 136x36x63(345x91x1fi0) 179 (5.0) 945 (429) (348x94X163137x37x64 ) 188 (5.3) MCM120 3 672 (305) 1110 (503) 196x36x63 (498x91x160) 257 (7.3) 1380 (626) 19 (413x66x142) 270 (7'7) 4 860 (390) 1425 (646) 256x36MCM160 (650x91x11660) 336 (9.5) 1770 (803) (6 553�X�) 352 (10) MCL055 1 344 (156) 525 {236} (193x916x 60) 100 (2.8) 645 (293} (196x94x163) 106 (3.0) MCL110 2 602 ( 273) 910 (413) 136x36x63 (345x91x160) 179 (5.0) (') 1110 (503) 137x37x64 (348x94x163) 188 (5.3) MCL165 3 891 (404) 1330 (603) 196x36x63 (498x91x160) 257 (7.3) 1600 (726) 197x37x64 (413x66x142) 270 (7.7) MCL220 • 4 1186 (538) 1755 (796) t 50xx991x11660) 336.(9'5) 2095 (950) (653x94x163)16 352 (10) Net and packaged weights will Increase with factory options: legs taller than 18', coated coils and seismic options. Field -installed receivers also add to net weights. Consult factory for additional information. Table 2 Condenser net weight addition —taller legs Leg Height In. (mm) Additional Weight by Condenser Model, Ib. (kg) MCS028 MCM040 MCM080 MCM120 MCM160 MCL055 MCL110 MCL165 MCL220 36(914) 120 120 139 242 236 127 148 222 242 48(1219) 151 151 , 171 304 283 159 179 269 289 60(1524) 183 183 202 367 330 190 210 316 336 Liebert® MC'" 8 1leo Air -Cooled Systems —Capacities and Dimensions Figure 11 Cabinet and floor planning dimensional data, outdoor condensing unit Fan Rotation CCW (left side) Left Air Intake Shaded area Indicates a minimum clearance of 18" (457mm) for proper air flow Table 6 FOR REFERENCE ONLY Removable (right) panel for access to refrigeration component Right Air Discharge ti Shaded area indicates a minimum dearance of 18" (457mm) for proper air flow. Shaded area indicates a recommended clearance of 24" (610mm) for component access and removal. Removable panel for access to high -voltage and low -voltage connections and refrigeration components Dimensions and net weights —air-cooled outdoor condensing units Model Numbers Dimensional Data, Inches (mm) Module Net Weight lb (kg) 60Hz 50Hz A B C PFH027A-L — 40 (1016) 23-1/2 (597) 18 (457) 200 (91) PFH027A-H — 48 (1219) 31 (787) 18 (457) 241 (109) PFHZ27A-L — PFH037A-L PFH036A L PFH037A H PFH036A-H 5• 3 (1343) 36-1/4 (918) 18 (457) 351 (159) PFHZ37A-L PFHZ36A-L 3-ton cond units DPN000130 Rev. 1 Lieberte Mini-Mater 15 rA ►4.0 • 11.0 ('0 1• TpA i10 r4.0 r n.o r , P1 can.. n.e ►4.i n.o 0 r►A n.o L 1 InA 6/6y ►4.0 _ n.e 14.0 0" 14 S'-e' am= mlir rosin. 11.0 '1 —arl J L.J r►.o 17.0 e' OCPS121E $.Il e110 pRMft011 I 6a11As anM r4.0 11.0 ►4.0 MO me fl.o ►4.0 11.0 n.e a 0110 IS Ij 3. Of MOO. rtACE 0► ►IEL na TTe 0010O 0 -1'-4 ) TTA f010® se 24'-1• 10 I I I 13 14 15 BUILDING 6 NFOUNDATION PLAN f:.At£1 1/'0'.1'-0' Sink 1) Mom mat Am AT 1121LITION tt DICE OATH 0'-0' . 2) =PATIOS RON TIi ;( ) IICIOAR 10► 0r r00t1M0 501411011 10401 WOBRE OATH. CM 1f 11RMI11 APPROVED 4 p4 • 4 • • • r�,1N`+N'110s a *MO! srcnoi,E A- loc.41.4ti Pe* Per (14'-r al 'N LIQT T1►1gL NOM 14'-10 1/YJ 113.1001 NIu 001 OlOTtrrX11111 FULL t • 1N1 0.s 0 (ay'-• (M.-0. 4r w. 1n mow AaaUta Pampa co 1s•-I 1/2• 11?.O GINO 4,4 IMP= [0T'-4 I/4 0 o Q m m e®®® m m m m /llil //_�lic 01.441441 14401.44 4 BUILDING 6 N ROOF FRAMING PLAN scat: KIE : I) ammo MOM OOM.( J ME TO TOP OF ?WINO (SOWN OF 4.11c00). N0M[ NVMOOY WON. 1) tL041T10N SON 1ISK: < > Mt TO TOP OF PMMRT. 3) MML NOOF F1.10001 At Ka MO► OIAFIRARI AMINO SOE04RE. 4) UK 4414 MIYQ On& O.F. 01 0 0'-0 1/r14 (3 7/100 7/4 N1NIItl1). OLEO HIKED 4) 10N VON 0011R01 0•A• s I0'-0' UK =N10 D.F. R O 14'4s. Fa srw LISS MI V -O tet M O.R. K 01✓•s. 0) WPM MEM I/Y OV M NOt WNIFALTUit 040001g11TIR1 l70lpI 0.0.0. EOGft CRY RFARRA APPROVED 1 1 1 • • • • • P.O.PNEL RINKE= PER PAKL ELEVATION ASAfALT RE:AREA. :.EMIR COVER (MIN.) YIN. 3'CIIt COIN. 7V4-/S (Er.A2f.) • A-0 SIM. 3' Straws NE:ARC. I2 e A-5 SIM. 3'-0' NCONT. s• C M. 11M NL 1h E'-• 1 E4'ee (MIN. 3 EA. M00) L413d/Ih1'i 1•.-0• t T/IIa3a0'-1 I' 3/41EERR (TT►.) SECTION A-5 SCALE: 3/4' . I'-0' 1'd I(NI1U( , ran DMINII(i MOC FML j11LL WINO' OF NALL 2'POffP IOCU s' CEO . SW • 0'-0'K 244 CONT. SECTION D-5. SCALE: •3/4' .:I'-0' t. P.O. PANEL P.C.PANEL REFER TO MKL WV. rM MU. NEIK. tat ens.. 0 7 I/4' 00M.2 1 M 1/4' CNA4OEL5 S' WPC. SUB owN AWN) SOEO. • YON TO VENT. NEW. 145 CONT. SECTION PAO sang SEE rro 7E1 ALE 5OR SIZE A JEWK. wart CNOR:0T1011 I EA. PAIN3. JOUST DETAIL a ►.O.INRL KIM. FEN PANEL ELEVATION 0C1K1 PF7 SEC.A4 )4 • S'N VERT. f4 a N'N AERIE. -J N A PtIALT Rt:ANW. SCALE: 3/4' . 1'-0' FA. SLOE OF Nava S/10 3-R 3/1417 4 /'N 7I/24783'-0' .0 4'4A. t 1/I'Osl '-10' 7/4111IR0EI 1 M/s-7/0'0411.11.s. MIR. F ir PNRI, flp5 S' n I'-O• Y M' IrOREENWT KIANQI. 1NNRATIM MAX 1 I/Y s 7 I/4•MEf UT UT PAWL IN D44 OMIT. SECT EON B-5 SCALE: 3/4' . i'-0' DETAIL ft 'It' CO ►I M= 143 1 en I/4 SCO MI RE:AIIWJ mono is F70 WNW. L3AM3/4/ • 111/ 3/PM'10.14.11. f 24'ss s' M -0' A00NW7 OETARa1. F•••••• a/4' MIC 501y .34 • GF SOLS 7' YIN) wN I COM, DE:/TO SEE ITS FOR 717E3t SECTION C-5 SGLLE: 3/4' = I'-0' 4-47 VERT. MIS O EA. PILASTER M8 0 WTIMPS f (2'N t RGA-I •1I/' DETAIL ff f MOEN ►NSA. L4aia!/11a0'-Y 11/2-04'-I' awe O 8'0A. PLO Rt1M TO It K,A.J1) S/107As SEE Fr11 SMILE ra 111E s rm. • SECTION F-5 SCALE: 3/41 PO ENE. i1TEo s' OON1, fLM 0' 41' f'N Oemu1 t 3/4A40s 7//2-7/YPMti.N.s. Ifi I' L3a3rt.7/Is If/ 3/s'Ia4'N.N.S. 1 24'N ASMOLT REt*N01. I'-4• 1- 1' 1' A- )' DETAIL ff O04TION JOINT K1t. MAI 1'.4' DINp0 1ECLAT1ON J7 O GOON. T.S. CO.. I1Ee11AN I I/4 M 3 100-4. r/2-I/2'O FILLS. IF COM. SUN a a j- emu 1 Z4N M P.C.PMLL SEE ELEVATION iO KIK. 4-JS 1r 0113 APPROVEDSIV 11 A 1 0(1 11*15P M MMSLO0YO CODE, 1NM i011....ii Pu mina 215E N07N 1,110...N ION. 0010811111 • Meal NMI PER REPORT su1H2.7 R7 111011N1I0M IMCEFw*TW AU. POOOATI014f4 PSI TMfi Nl1N.A11ATfAKi 1011. SEARING ONO ro Pw 501. ALL anent POD7111N INAU. ES 10 noes NIAI2IM MOON LOWEST ADJACENT MOS. SOILS IMMI O TO 3IEPM07 AM AM00M1 0011MA1W0 QOAVARM MOM TO MOM. ALL ECOTONE M0 stag MALL NAZI ON 0OKACTW 1TMMIAANL i1LL 111 AOOO W= WV 710 10111 NUM. et' • HERO M1 PM IO0ITM1 /•s • 3400 N1 PON /RAN ON ORAOS 1.1 a 8000 MI FON WAN Mu. mom a 4' PLUS M NIMM 1' NOM A110 maim a ALL 0011511111 NOLL O 1M A0000DAMCi INTO 1RE LN AM ACT CON 014LAM p0TLM. 'MppRfuN OF 1103111141411 TO COMM MALL MAW) Nr7OM01! T7M M sea: 7* mamaMSS Flies SWARM EATENmusts nat a314' CONFER ON ALL WOUND CMCIIETE MIES NNW 110AOATIO OTIfEORM M ANNIZTO01wK ORNS01. ALL MALL 00F01Y1 TO AITN MIE-41011. OMSK u NSW M 10L0111 ROM. MN COOLS MALL N HAMS 40 try a44.000 NI). OTHER NSPOOSI EMU w pool N Lt,g0.500 pot). LAP NININJI FAINPO1O110 INN M OY 011L70t M WMGO7S. 1•-t' MAW OEM NOTE O7NMNtw. 000ISII OAP la'-7' 0O0) WILL w L OTINIL IN ONMIN 0311 1M 1 IMMORTALows FOR ALL OSTA)L INS ( N10 N u uMULL OMQEI 70 ANNA-NMA-IN. 00Vpt TO INTIONIMMINIT N071 TO ON 0 010Ks PESO 11VA5M'101NO PACS I WS MIMI ND WINPAOM 0 `Ea! IS MtON IMDOT TO K 6.700, 11 s IMAM PSt. MO SO tat MTM0001 NtTO annono10 :0MlMM m NMOWMTN OP MM of 4 Gomm ,. PNOSIIT EOOII10a1TS a TAYI 0.E a M/ MAMAFALL Nan TO It O7 N.A.S.O. OINT1i7110 MIMEO. MIN MOT mania owl. I. 071114301 1t WeMTN' i00iTE1NI E OVAillav ► • INIMA0. ALL MMN 70 O O7 11.A.1.0. 0 T1FIN MOOI5. NISI MEIN 170 RUSTIMINIS. mar ▪ Zen FM Bann MUM 70 . SWUM TO � NN01pMORINICT `OIAL OTI NAce2EIpLT{ TO'J1 kW. MOIOATION AN E WT= DOLL w 7R • pN1O [tlt. AfEj ANIQA77E1. WD 01EO1N1 �LH0777MTId j0 a LN1SY�nM, OwiER W77LOI 7 2 4 J�i7/ - 0 P et 140 4M.A'14 .Mu1 4 I NUS PUSL20 EM • 0 r DI III10 + 'LMIM MOT N07W TO 55 O.F. N M OTTER. ALL s11, TO M� O'AR ell. N MR er u.m- ISI1 1000 5 ALL MOLTO 043 w MYIM•OM1O AMTM0 14a ONLL COMES15 110 YEN MTNOAN CUT WNW. ALL Neap 2M OM0AOT 4* CO ES M MA'OOM JUKE w rfI* 0. L NEMO. NA21NN 11D 10 05 NMtMIT too AT 7NTA0LARM PEN ALL LOOM. NON. NsoISOf • tO w A MIM.. RA27O ALL ILMM OIAs Muria is sokoAsooma WWIWOI�NAI.1 Mt Ma10, I,OYe7RM4 EPF5ANN00. �5004TIw 14-0.14 (n MOM Nat 410*N. MI)V..AATT O wOSAN IMM0• • Ni ifr • YAW psl).opooMATWALw 1rIT M''yyjLj0SA7Ntp Mal AN UM ANMNO! •0Aw1MTM. MOM MOP aRAYL1f1 TO AR05T101 NO NMN1IIIAL seOM111 Ha0M TO PAEassasom. • 1/1111415e& T000E110/1 mum MILLI 101015E 711u3p 150 COO5Ma1S 70 IN0 IMPORT NOS. ON O017NIM all ALL fiOO 41 N10WN PO 0. 4, 0. OA1ut ~ALMTSo. 1 11M TIRCo mu, mum 04 A*. DMINATO ON no. ON5MO4M 20 10 MALL TNS OM71ON P0a M1IO50*TION OP 0000F AN PLOD MAMMO E MMM TO OOVOIMO. M0R LItTINO NOwW AA0�4S TO 0E CEP= N TIM 00NSAOIM 41OI N0 M AL PROVIDE 10i11arORttOO MIL As OOOAN FOR Nts 1K7100 CP nanstapAl0 SNaIM. 1E1 s10EO5EN At Ig0111RO AT iM1N3V0 O0111 111Nal NIT Irmo Maul AO r1o7MEs 10 O O1 0 A 1101-107015E TT71. ON waves roe A2ti10G1 OTN. . 5501102E mew P14ELI. au rnc.Nue. mi TANS ION u IM0OINo or MIDI ems NU03.M AMA Owas mowna.To wow ECAN VATiOPRIOR 70 I'OUSR L Ken AN 00*Mp10N NORM ue warm as 1,R uOITWT MALL NUM 115 70. ROM AM MONIS As MOILSM. COO4EE - (*014 ROM summon' non TO 7515107 TAKE I' FOR SAW COMTE PNR. MUNN TO N VITRO AT 7 AMC IS . 11D10 NO O1LAN5 PON MUM TEETERS, u 55OODIEO. IN O lOLIIIOARM/ OF MELEE AT M STANr OF ONE AND •11AK'SOIL = OTION OF ALL nEAO mune. �MRACgrapp a n WINO 1 • 5015E MAIL PNMuE ADIwT4 MOSo. NATIEMN.MWM. LOCAL WON OE020ICIM MMMOm IONAT1 ALL' IWOMM-» AU.MO MEE Ulnas. T patraeT1'OD./lbP w m. fpEIZ IO Mew MUNI IE �. °~'Mph Alp 10LLL SMWIMp017st �uasts. sniaAL:na Ilan -.) ••'1O•ADpfilO SECTION A--6 SCALE: 3/4' • 1•-0' /2M1.1'-0' SCOLD t 1/M/1•M' I.N.S. 2 3 1/4 .•1 REM-1 .C. PANEL (,PLAN MAt1: 7:1EC.D.140-1 T COL Act PLN1 64 N/6 4/5 .SECTION E-6 SCALE: 3/4' . 1'-0' ONE RAW P.C.P.111 RE:.LA/1 4414.-I' I1212.• BARS I s• 4 •• L 1/271h1 •-Q' I/4 SECTION B-6 SCALE: 3/4' . 1'-0• SO TOP t V/ In'IA.S. • 4V.. (00/0 4' MIN.) 01!. P LAN OL• INNS r l (RE:PLAN) 104.• 4'« In' 11E224 2-104 • 4•«1 1•-0'« ►.C.PANEL REPLAN �,aAE, RA10 1LS PLPLAM 41 TOP P •/ 3/4•44.e. • 24•« ONO 4' MIN.) RO M S OO 11/i1N1 MO14L11 • MAL IN VIVO NSW (RE,RAN FOR KOLA — My.) ma Ix Fue.10) NMS :Ns my.) — (SKEWED OASIS• S11L SEC. 1 1OE FLU SOLO t 1/4' EA. SIDE I11R! A1/3/4.4.0LT �Olc, PLAIo 4'NNNN SOLT 4' MIN.) P.0.PAIQ IEIPLA• 10A NE.PWI (SE,PLSI 2 S00 101 • 4•.. OTIS STRIP • 44'.. •/7-104 gas • 24•.. 11 F2411 1NRIS sa8 Lon 4M.N. • 4•.. r .) NM SINOIIN 0 410 31.) SECTION C-6 SCALE: 3/4' - T'-0• (SEIPLAM) SECTION F-6 SCALE: 3/4' . 1'-0' 48I' S MT (01 4• M) (RE:PM11) E R11s 41. 4 4'« LT7176 STRAP • 4'-01/S•« t/10-114 C6401 1 MOON P.C./NEL '` REIPLIN NE,PLMI N N NM a. Olt 402 LEDOM M 'M.S. • 24!.. S• MIN.) t 3/4'13/ I'-0• OAP INTO SEAM 4LS R[1P(AN SECTION G-6 SCALE: 3/4' • 1'-0'• 1 I/ S I/4' DAP TOP FUSE I/4• E. EA SIDE SA NE:PLAN 3•IAP • EA LC ) 4'1 M • 11M. SEC.) OLE NE: PLAN 3/4' SRO ▪ N' IF EA SIDE 10/ 3/4 . MS TT► 3/4• ONO IL RAM SECTION H-6 SCALE: 3/4' • 1'-0' MACE PER 1L1T*Y1 e-0 PILASTER REd1CTION 0.1 SECTIQN D-6 SCALE: 3/4' 101 • 1•« (RE:PUAN] 2a4 STIFPE401 1/2Aa1'-0' Si/2-3/4•1OLTS et• 4LS RERAN NE,PWL P.C.►AEL f4331 NE▪ :RAN DETAIL d 447 VERT. SATES • Et. PILASTER 12• p TIES DETAIL dd SECTION J-6 SCALE: 3/4' . 1'-0' 1/4 R1R1M ME.0*8 FACE OF 100I14PS011 NIC P.O.►AIEL ION 1NIS DO • C.PA EL K:PLAN 4- EELS O. RE:PLAM PMXIN REPLAN PLAN 2' 1• Inaal 011EOcp t• A//S•cr/S•hsti.N. c.►ANn MOOR 1 1n• APPROVED. . t1A1.•001.7nn•ns +A� aria, It a ebf'Ina Ott OLs1 L Sp1$-10.1 f 4'44 4 4. RE: rtAS '4 vex EA. fIOE 1/4' ST1►PIIER R (3 EA. SIDE) r r.C.MSEL 444 con. 4a Tor R ,11/3/4•M.4.4 24'.. (s%MEO 1. YIN,) 2 11016-104 1 4'a4 111/1-1 I/1'w.s.IAD 1 11/24-/MIA M. \\ 4/11r i 2y3aZSa2'-S{' N3412.4 Tdl P.C.PMEL 1 1/4 V SECTION A-7 SCALE: 3/4' - 1'-0' ruw d 1/4 rwatirmic N!k: SECTION D-7 SCALE: 3/4' - 1'4' IPA 1• -.4.1 't 1/La3a1'-R'--% I ' RS/ns 1/4a1.-2 1/ • star ► W/s-I.f BOLTS ,1/4' SAS t EOM • PAWL rNEL MOD 1/4 t l/L�fal•_I- S• SAS R 4 gs Cart. 3/Wal'-2i R IA' G. SIDE IT/4-jI$'-Q• f 4'011, M//-I 1/1'♦sOLTS 1. E S/f of I/S•a1'-f 4' seam. PLAN 4 11Tfa IS a2'-0' t I• 4-1342.i' PERT. SECTION B-7 SCALE: 3/4' SEE MO. 13.114171131 FOR C0412C41441 LOCATIONS .1//zi/(24/5 Ann,. it 11� SECTION E-7 SCALE: 3/4' - 1'-0' SECTION C-7 SCALE; 3/4' . 1'-0' E1NOf T014iin APPROVED SEra4 elo MAHAN&NEW.Y0,11 Irma WON, 31 OS UHT TO 11.111111E11 WMItroa.zr LAS SOT NEW IIMPST FRAIS10 SMAAN !CMS) r DETAIL 1041.0)44 S PPORILEI OF MEW IMIQIEM IXWTINSO%♦ AT 3.44 �rt p Io. SIMMS 1-t+ - •I j'j Ij --- ()SLEEPER WAl10SYMO NWT CS.RjO%Mgo1OM CMNASS10 VI OMB. NSW MET IEWIw WA}BOIY OlNSS1 IOW WIT41OIIOONn MTpI AS SEEM IY mots NEW•111131116011. F.T. StHIBI I1114/p1lA1100 FMMSNS. VVAIYOIAT %LMMIiNT TO ALLOW M/ET#BR NIRESN COSTS. S%♦SNSgRSNS X[OESSORE X♦ SUPPORT NbVC♦LOCATIONS SLEEPER DETAIL — NOOE MIT TOELSBEN wTM (4)11Er X t IT %t2OA X rum 6414IOIXI WMIIINSX T 1T MEWS EACH M O. HOTS: WRWYWI4ATEI)TY OF 001INEOION WMEONIEMF CAN. INTEN1441./ OIIEpaA1EET PM RAN I%I■rd MM lOMOP.I. SUER" vAOI OM Of UM MEWT SA IEW♦X♦la MOW WSW MUSSOIUSlt Ma IBW11 IWMOESIS RR MAN NSER SUPPORT DETAIL INSOYI 1'•TO 1 Sr GM OO MS MTSMM RNS POSTS ATIaO.4 W% 14141,11401140111 I M ES STXr It CONED PUTSWIM (4)#OA. X♦•NK4IOI ENOS NwCONOETEAMOK SEE wNFSR TT.00If2SNC /(/ RUIaI NO ti\ 141FEIIII4II1I10I11SAVE eA04u MST IrOG. ENN WAY 01M 1414011O1.M. (*Fu1111EOFNISWS w nWTI QMMOORASb.RY M OTIBO SWUM O9S1/141O11 mommar xN1rMIN ON%i 1TBSBS.MSg1 1111104101101.11 MOSE MOORS SOLT MTTSSWSR110S1 TAM FRIYE WRBI SEISES NTAMM WALL IEOEESENTIWM EXMK O40lS MUEISNS 1.4111WT TOIL IaIOIID. SEC TOMS FO1MlL WT.IISSPWw WUll W. CNN EXISTING 1VW $1111. WIUILM N O0CURS a14UTIMEli1FN111CII WT.-OS WS.NO1 OWNS Ex1OI011 TET WALL COIIE011 0.10071. IOf��___ 14O0111101ES4111 DAMS SE IBInW SNNORMFORV11 MBTIIO NSWNSNT TONRSI♦OSO- SEE MOTES, 401111.11 T SWIM OOEI ER(HITS WT. . MIMI FAON PROPOSED FRAMING/EOUIPMENT LAYOUT PLAN NOIIS 1.) EOOML.OITOSENSE MSEASING IT1OlI NORM EN011®1 14 MS OOpT10111AIE OT aSIS n W0111110 . II 1111111014E ENISTEOSMiaOSSIB;) IRE SMLIMO WM E ■III/MMM NM SI4W01 TLIET/ FMZ NOMT oman&. SBONWM UT SPA WEIS SEATIIMI ME .MN NN AT ELL MIEN EOM /M ITO.O SWIM NE SICK FM real IOBHE10 OINX TES 01p111101 TO SCE OE %$.TWE 4114 wEXN-Iwrr1. 0z♦ESL SM I. 40O TIT. TYPICAL P- B e An updated mechanical drawing will be available reflecting the connection bo after the units have been released to production. Exterior dimensions will FUEL/1011ER SEPARATOR (SINGLE\ 58 3/4 (RANGE WIDTH) 12 3/8 (4X) UFTWG HOLES 170 •-41 7/8 24 3/4 50 1/4 r(DOORS ROTH 12 3/8 PANEL 0 AMP CHARGER • 18 148 78 as (APPR0IL (0.03) 112 1000M. DM UL LISTED SUB-4111E FUEL TAN( FIXED INTAKE owc. t DS600D6SRA(12V1 E NME&: 1. ENCLOSURE NOT MOM W 10P MEW 2 ENCUSURE 1S RATED AT 10011PH 3. APPROX. UNrt WF]01R (8ET) )OOOrJ LESS FUEL 4. APPROX. (C.0.1) LESS FUEL TAW PREUMINARY DR/HMNG - NOT !MENDED FOR CONSTRUCTION PURPOSES DUE TO POSSIBLE CHANGES REQUIRED DURING 7HE SUBMITTAL PROCESS 8' MUFFLER oUREF (148 5 117 3/4 131 1/8 (DOOR) 10R) 03/4 1R0 HOLES 170 ( '1113•1 `•• . •. 0. • •. r • .. . .. 2.0 NPT E4T11 \ / �-fUft LEhG S•IftH -'� 4E00060( 1,00 F•YENT t5.1� 1011 3 UI 00I 4 a 34/0 114,.401 6314 (110.001 1 1 1 SS6•t5TE111'20) 11 641 ?it 0 • • 24 403.4 130.001 24 1727 2 144 601 2Y 253 E10,00) (109 T1E1 TYPICAL FOE N(ITN II 110111 1300 0,411001 0 24 NOUN 11000 044107 TANRSI NE14W16LE STtP\ Vf FUEL FILLS 141110041. IPILLIFILL 1101T ♦\ ♦ \ \ ' ♦ \ \ A \♦♦ \ \ 1326,3 177 151 2 702,2 f:T 6St-^� NEN0031LE et0E53 PAHEL i 51 :057.4 (31.001 2232.E 164.001 :S 2500.E (102.005 11 7154.4 ill4 007 2342.6 114.001 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • OR . 97239-4393 FILE COPY P F E 503.222.4453 503.248.9263 vlmk@vimk.com www.vlmk.com Permit No. STRUCTURAL CALCULATIONS for EDGE CONNEX EDCSEAO1 HVAC SUPPORT & EQUIPMENT ANCHORAGE 3425 S 116TH St - Bldg 6 Tukwila, WA 98168 for Burr Computer Environments 10400 Rodgers Rd Houston, TX 77070 Prepared By: Jason Sahlin P.E., S.E. VLMK Job Number: 20140082 February-11, 2014 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 26 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies/Evaluations•Entitlement VLMK Consulting Engineers, Inc. Structural Calculations DC-1 Edge Connex - HVAC Support and Equip Anchorage EDGE CONNEX EDCSEAO1 HVAC SUPPORT & EQUIPMENT ANCHORAGE 3425 S 116TH St — Bldg 6 Tukwila, WA 98168 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria 'Structural Calculatitif s Equipment Cut Sheets, Asbuilt Roof Plans and HVAC Support Plan DESCRIPTION OF STRUCTURAL SYSTEM DC-1 thru DC-2 R-1 thru R-11 The Edge Connex HVAC project consists of installing mechanical units on the roof of a building -located in Tukwila, WA. These calculations include analysis of the existing roof framing, as well as, mechanical unit and equipment anchorage design. ***LIMITATIONS*** VLMK Consulting Engineers 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 Consulting Engineers for items beyond that shown in this Structural Calculation Package. F8e GMcad20141201400B2{CaIes120140082 Design Criteria.clocx Page 1 Printed: February 13. 2014 Structural Calculations DC-2 Edge Connex - HVAC Support and Equip Anchorage DESIGN CRITERIA CODES: 2012 International Building Code as amended by the State of Washington DESIGN LOADS: Live Loads: Roof Snow Load Flat Roof Snow Load, Pf 25.0 psf Snow Drift As Required Dead Loads: Existing Roof Roofing + 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 Wind: Basic Wind Speed (3-second gust) 110 mph Wind Importance Factor, I„, I„, = 1.0 Occupancy Category II Wind Exposure B Seismic: Location (Lat/Long) 47.4982 -122.2900 Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations SS = 149.9% Si = 51.70/0 Site Class D Spectral Response Coefficients Sth = 100.0% Shc = 51.7% Seismic Design Category D Component Anchorage Factors aD Ro I� HVAC Equip 2.5 6.0 1.0 File: G:Mcad20141201400821CyCe120140082 Design Cdteda.docx Page 2 Printed: February 13.2014 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248,9263 Job-19G WIZ) 'tqatAX Date e/{ Cf sheet NA— 1 r-. 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I.t 1 I , , f 1 , 1 { I._i_'.. _.�...r.r. 1 I . ..1 , � 11 I i` I - �. : -1_ I I 1 i ' i 1 1 1 1 J- , I i ,4. a fL , , I L i - 1 -' I L i4 i .. - ..i .. ~ ..{ I�(._L + 1 , i I 1 i i J 1 i I 1 I I 1 1 ! ! 1 r; t ` r i "i _ 1 I } i I I 1--, 1 .—I' I : 1 I t ~ i-.1—i—t-1- t—� +- �. J! �. .i-.�..i...__r 1 �{ 1' i� I( I I I i L i t I I i I { I I 1- -- �rj i{ i•L F I I I I I j j 1, J 1 -� i i a - �- t L i I , I ! , I j •—� � '• 1•! , I }. _ .... 1— I 1 1; I y1 i i 1 1 1 I j• I" ;! -t 1, 1 1. i�-t-'1 1 t -t �-r. TABLE NO. 25•A-1—ALLOWABLE UNIT STRESSES —STRUCTURAL LUMBER —(Continued) Allowable Unit Stresses for Structural Lumber —VISUAL GRADING (Normal loading. See alsoSection 2504) SPECIES AND COMMERCIAL GRADE • SIZE MASSIF'. 'CATION ' ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH• . U.B.C. STDS UNDER WATCH GRADED EXTREME FIBER IN BENDING 4 Pan ton to Fr Horizontal Shear Fr . -Compres• Mariam. to Grain ptoOminr Fr..L' Zt ' Compros- slon Parallel toGraln ' • Fa MODULUS OF ELASTICITY E 21 Sinpls- member Uses Repetitive- member; Usei � DOUGLAS FIR — LARCH DOUGLAS FIR —LARCH (Surfaced dry or surfaced (North) green. Used at 19% max. m.c.) — . Dense Select Structural Select Structural Dense De No. . 2450 2100- 2050 2800 2400 2400 1400 1200 1200 95 95 - 95 730 • 730 1850 1,900,000 0130 No. 1 ' Dense No. 2 No. 2 No. 3 2' td 4' thick 2' to 4' wide 1750 -1700 I450 800 2050 1950 ' <TAIL. —925 . 1050 . 1000 850 475 95 95 95 95 625 730 625 625 1450 1250 1150 . 1000 600 1,900,000,, 1.800,000 - 1,700,000 1,700,000 1.500;000 25-2 Appearance - 1750 2050 1050 95 625 1500 1,800,000 25-3 Stud 800 925 475 95 625 600. 1,500,000 and 25-4 Construction - 2' to 4' 1030 •- 1200 625 95 - 625 1150 1,500.000 • (See footnotes Standard thick 600 675 350 95 625 925 1,500,000 2 through 9, - Utility 4' wide 275 325 175 95 625 • 600 •15 1,500,000 11,13, and 16) Dense Select Structural : SelectStructural Denser No. 1 No.1 * Dense No. 2 - 2' to 4' thick 5' and 2100 1800 1800 1500 1450 2400 2050 2050 1750 .* 1700 , 1400 1200 1200 1000 775 95 95 95 95 95 - 730 .- 625 730 625 730 1650 1400 1450 1250 1250 -1,900,000-- 1,800.000 1,900,000 1,800,000 '1,700.000 No. 2 wider 1250 1450 650 95 625 1050 1,700,000 - No.-3and Stud— —_._.. — — ,.-725-- ----1150— --:375-- ----95---- -- --625 — 675- — -----1;500,000 Appearance - • 1500 1750 • 1000 ` 95 625 1500 - 1,800,000 SIMPSON B1HB! HHh / B !1 NG4B PITR N HANGERS StrongTie CONNECTORS Some model configurations may differ from those shown. Consult factory for details. HB412 Typical Saddle Hanger Installation $t CPSON STRONG —TIE SIMPSSNN 34 COMPANY, INC. HB B, HB, HHB, GB and HGB are acceptable for weld -on applications. 1. N20AN and N54A fasteners are included with hanger. HHB 0001E 1e.rrtatti:ra Ijosif• It � enger 0-'tic: BERS1 64425 ICi "--', MOQEL NO { JOISTOR PURL'IN URLI ,• "' DIMENSION$ ?`�= 7FA3Lf_NER31#4,, .. �� i;?^,, : -OWABL'ELOADS k*s 3,.. si h ,• • t j l , r `yH � { B Ysi HEADER .- i JQ AVQi �U ` s UA � 33). r 1 Loco %# +F B38 3x8 2a/se 7% 2 4-16d 2-1011x1'% 7400 290 2415 2415 B310 3x10 29/i a 9'/8 2 4-16d 2-10dx11.4 7400 290 2415 2415 8312 3x12 29/.e 11 2% 4-16d 2-10dx11/2 7400 290 2415 2415 B314 3x14 29/ts 13 3 4-16d 2-10dx114 7400 290 2415 2415 B316 3x16 29/16 15 3 4-16d 2-10dx1'4 7400 290 2415 2415 848 . -'4x8 '39hs °...714 .2 :?.4-1'6.0,V `'2` 10d :_ ;x 740(0 ; . 315 z .424.15= :7415'' • 84.10: x • 4x10 '3,8/ s'• 9'/a . ` q:2 .? :4-1:6cl: e • -; 2-10d. • ',41ti f: h 315' . . ,2415. • ;.-: ift.: 'r B412 4x12 39/s 11 2% 6-16d 2-10d 9667 315 3165 3165 HB412 4x12 394e 11 3 10-N20AN 4-N20AN 13833 925 4330 4330 HHB412 4x12 39/1e 11 3 4-N54A 2-N54A 12933 675 4140 4185 8414.; 4x14 3l,%a 13 2% 6-16d : .210d 9667 315g{ � 3 H641:4� 4x14 r3°ems } 13 . 10-N20A.'' 4-N2OAN 13893 ; 925$" ,;, ' 3900- HHB414 4,4X14 r,..,3W.:11 ;3 a 3 , .. F 5.4A3114-N54A;; 540Q • ."•1 <xa "V 5-13 rt5i30;' :: B416 4x16 39hs 15 2%_ 6-16d 2-10d 9667 315 3165 3165 HB416 4x16 39/ia 15 3 10-N20AN 4-N20AN 13833 925 4330 ' 4330 HHB416 4x16 39/ie 15 3 6-N54A 4-N54A 15400 1345 5130 5130 :IiH ,6it8 ;`3;/2 N�.�� ,;2 _ 'r4:.�15otfi`2�1544 FAI933�s,%`::31 'µ '''�,� 141,�7r41Z,,, q:49i.W B610 6x10 5'/2 91/a 2% 10-16d 2-10d 14375 315 4000 4000 HHB610 6x10 51/2 91/2 2 4-N54A 2-N54A 12933 675 - 4140 4185 B12rt. kl2e5r53Ail:t �2a �fri046d i i�z:i P��.a75%:t✓ 164fy04oboP a000V HH0612 2 8) ZW',F..15-4, ;r. '1140.'...3/.. , 0::14.64A .6=N54A 9,1_ltio .gk`,�i'''�2020.stt ' 46230iatte00.1 B614 6x14 5% 13 2% 10-16d 2-10d 14375. 315 4000 4000 HHB614 6x14 51/2 13 3 10-N54A 6-N54A 19100 2020 6230 6230 B616 Y" tt. 6>t16 ; ` S'/2 fir. 15gt 72,?4 1,FiaiWd'` k'ralitkiS t41375* '. ,Mx:& ` .4000a .0 4000`' H 16 WB6: /'f�$Xa166 � i' R�,t 75.:'u s�� s4Yl5.>v`r..; a��0�1�•r�A'�,�ti6��4C�.�i�9100; 3/„, ::�;`�'#44202U t 0 1§76 6230� .a c, 623Ax;:� HHB812 8x12 7% 11 3 10-N54A 6-N54A 19100 2020 6230 6230 HH13814 8x14 7% 13 3 10-N54A 6-N54A 19100 2020 6230 6230 Pi:)B816 '. .if0. .6. F ;i7/x i, WilVig' d klii Ng0.0. gkftf6. c : siiiltei 4020 ^.: `fi623oE "6230 GLULAM SIZES Nk1,827k r 2%J!AM ' ,Fr , E 'f314:M(N,s *8E 'AVON' A <N2U 1383U prgagazt ^c4330'i HHB3 3% LAM 31/4 9 MIN 3 10-N54A 64154A 19100 2020 ,��s`�"43,1(i 6230 6230 GB3 3'4 LAM 3'/4 10% MIN 314 14-N54A 6-N54A 26833 2020 8350 8350 HHB5a'' ' S'7a LAM 5• 5? : f9' MIN:;17.370 954A; . 6'=M5: 1" ElliVi0 tlYlo. t MOOlf.10507 8350t 8350 + G85 :474'. 5141AM'kt 544,-` •ii1-4727.iroae. tAlk4.111Ktirtalil AV6r574TASr28833 t 2020iS f r'! iGBS-rs;' -5W,14M 5% ; 1:ai41 v8 15410 MAISWVeaNaKE ;3130O, 2020 Misiti6X1WistfOR HH87 63/4 LAM 6% 10% MIN 3 10-N54A 6-N54A 19100 2020 6230 6230 GB7 63/4 LAM 6% 12 MIN 314 14-N54A 6-N54A 26833 2020 8350 8350 HGB7 63/4 LAM 6% 15 MIN 4 14-N54A 6-N54A 30300 2020 9425 9800 2. HHB, GB. and HGB allowable Toads do not apply when the hanger is installed over 2x or 3x Hailers. To maintain allowable downloads for this application; specify saddle -type connectors. 3. Loads may not be increased for short-term loading. 4. Uplift loads have been increased 33% fo wind or earthquake loading with no further increase allowed; reduce -by 33% fornormalloadiriU criteria-- —• such as in cantilever construction. 5. Uplift Toads do not apply to weld -on applications. a1 Yot{ can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Wood Beam Lic. # : KW-06002728 Description : CHECK EXISTING 4X14 PURLIN WITH MECHANICAL LOAD CODE REFERENCES Engineer: JCS Project Descr: Project ID: 20140082 Pied 11 FEB 2014, T.IOMl Fie= pirce120142014001321Calcst20140082celmec6 ENERCALC, INC. 1983.2013, Built6.13.8.31, Ver.8.13.8.31. Licensee : VLMK CONSULTING ENGINEERS Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Wood Species Wood Grade Fb - Tension Fb - Compr Fc-PrI Fc - Perp : No.1 Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling : Douglas Fir - Larch 1,800.0 psi 1,800.0 psi 1,450.0 psi 730.0 psi 95.0 psi 1,200.0 psi E: Modulus of Elasticity Ebend-roc 1.0ksi Eminbend - xx 620.0 ksi Density 32.210pcf 3.875 X 13.625 Span = 24.0 ft Applied Loads Uniform Load : D = 0.090, S = 0.250 , Trbutary Width =1.0 ft, (DL+SL) Point Load : D = 0.4450 k p 14.0 ft, (DL MECH) .DESIGN SUMMARY Maximum Bending Stress Ratio = 1.294 1 Section used for this span 3.875 X 13.625 fb : Actual = 2,877.94psi FB : Allowable = 2,070.00psi Load Combination +D+S+H Location of maximum on span = 12.526ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Service Toads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 2298.245 in Ratio = 0.000 In Ratio = 3387.572 in Ratio = 0.000 in Ratio = 0 <360 0 <360 0 <180 0 <180 Design N. e 1.036 : 1 3.875 X 13.625 113.14 psi 109.25 psi 40+S+t-I 22.949 ft Span#1 Maximum forces & Stresses for'L:oad Combinations Load Combination Max Stress Ratios Segment Length Span # M V D Only Length = 24.0 ft +D+S+H Length = 24.0 ft C FN 1.00 1 0.495 0.372 1.00 1.00 1.00 1 1.294 1.036 1.15 1.00 Cd Moment Values Ci Cr Cm C t CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Overall Maximum Deflections • •Unfactored Loads . . Load Combination Span Max. •., Den Location in Span Load Combination M 1b Shear Values F'b V fv F'v 0.00 0.00 0.00 0.00 8.90 890.31 1800.00 1.24 35.37 95.00 0.00 0.00 0.00 0.00 26.76 2,677.94 2070.03 3.98 113.14 109.25 Max. Dell Location in Span D+S 1 t##.##N# 12.088 0.0000 0.000 �� ley 0,916 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Engineer: JCS Project Descr: Project ID: 20140082 Title Block Line 6 Vrkatt 11 F®2014, 7:10.M Wood Beam File= OAcad2014201400621Calcs120140062catasc6 ENERCALC, INC.1903.2013, Bul d:6.13.8.31, Ver.6..13.8.31 Lic. # : KW-06002728 Licensee : VLMK CONSULTING ENGINEERS Description : CHECK EXISTING 4X14 PURUN WITH MECHANICAL LOAD Vertical. Reactions - Unfactored Support notation : Far left is #1 Values In KIPS Load Combination Support 1 Support 2 OveralMAXImum D Only S Only D+S 4.265 4.340 1.265 1.340 3.000 3.000 4.265 4.340 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Steel Beam Lic. # : KW-06002728 Engineer JCS Project Descr: Description : CHECK EXISTING 4X14 PURLIN WITH MECHANICAL LOAD AND CHANNEL REINFORCING CODE REFERENCES Project ID: 20140082 Pr4nIsd 11 FEB 2014, 7:4441 Fie=9.iAcad2014120140082VC2cs120140082 ENERCALC INC. 19832013,.Bdld:6.13.8.31, Ver:6.13.9.31 Licensee : VLMK CONSULTING ENGINEERS Calculations per AISC 360-05, IBC 2006, CBC C 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Load Combination ASCE 7-05 'Span =24.0ft C10x15.3 Fy : Steel Yield : E: Modulus : 36.0 ksi 29,000.0 ksi v ............................... Applied toads. Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.090, S = 0.250 k/ft, Tributary Width = 1.0 ft, (DL+.SL) Point Load : D = 0.4450 k 8 14.0 ft, (DL 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 L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Design 0 0.975:1 C10x15.3 27.855 k-ft 28.563 k-ft 40+S+H 12.480ft 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 0.964 in Ratio = 298 0.000 in Ratio = 0 <240 1.480 in Ratio = 195 0.000 in Ratio = 0 <180 0.146:1 C1Ox15.3 4.523 k 31.042 k +D+S+H 24.000 ft Span # 1 Overall:.Mazimum Deflections - Unfactored Loads . Load Combination Span Max. "Deft Location in Span Load Combination Max'+' Dell Location in Span D+S 1 Vertical Reactions-:Unfactored 1.4797 12.120 Support notation : Far left 1st/1 Load Combination Support 1 Support 2 Overai MAXimum D Only S Only D+S 0.0000 Values in KIPS 0.000 4.449 1.449 3.000 4.449 4.523 1.523 3.000 4.523 Job VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 0 , I ! I u I I e•:t:..: : ;raa;..:alx>E s. sacs q:t:._:.:_:. :•._, ... ' 1 kf /8 - fi F I 1- • I F ' i i , I ••I i t- - I - 4i -- - l ' V7 t-. /4; %' rt .► !-.. i-I. • • I_ * _[_. _ i-- --i-- -111 ' ; 'i i. _. ii i i l ' i , . «-:-1 _t ' _ I ` I ! .1 i _ I .1 I.. t_ . . i ._ ._ _!... I - I i °i 1 .. _t "I'—L_L_r _I. I i_• - ( I. ° I i 1 I. i I _i . I- i. I .. ' S Li. . q i... { /! i 1 (t " J PC j,,, •r'7= CJ'•'+ i-i- i- + + '- E_, I I - - f i ( S {'. i I I I I. ' I I ' ' l `i I T r 1 • --=—E ! 1 j rvl1 1- 1 1 E j I I I E. ,# t -a iLl i ., • r a . 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Title Block Line 6 Wood:.Beanri Lic. # : KW-06002728 Description : EXISTING GLB LINE WITH MECHANICAL UNITS - CANTILEVER SPAN CODE REFERENCES Engineer: JCS Project Descr. • Project ID: 20140082 Riled 13 FEB 2014,10:17AMA Fie.=1$04e201442a 1o0l csks+2014OQ82calM.ocs;:: ENERCAI:C:R'IC 1903-2013:eiiilt6,23.&31.Ves6.13B.3`I Licensee : VLMK CONSULTING ENGINEERS Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Wood Species : DF/DF Wood Grade : 24F - V8 Fb - Tension Fb - Compr Fc-PrII Fc- Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E: Modulus ofBasifclty Ebend-)o( 1,800.0ksi Enrnbend - roc 930.0 ksi Ebend-yy 1,600.0ksi Eminbend-yy 830.0ksl Density 32.210pcf 956) 27 Span = (.O ft 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 L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Applied Loads:.:::::: Load for Span Number 1 Uniform Load : D = 0.3120, S = 0.6120 , Tributary Width =1.0 ft, (DL+SL) Uniform Load : D = 0.0860 k/ft, Extent = 16.0 -a> 40.0 ft, Tributary Width = 1.0 ft, (DL MECH) Load for Span Number 2 Uniform Load : D = 0.3180, S = 0.6120 , Tributary Width =1.0 ft Dint Load : D = 4.134, S = 7.956 k (r) 7.0 ft, (DL+SL HUNG SPAN) Point Load : D = 0.3470 k uD 7.0 ft, (DL MECH - HUNG SPAN) DESIGN SUM M�RY:=;:::`;'.::.;_ _:,;: 0.911: 1 6.75x27 2,115.65psi 2,321.38psi 40+S+H 17.654ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.174 in Ratio = -0.324 in Ratio = 1.908 in Ratio = -0.558 in Ratio = 408 518 251 300 Service loads entered. Load Factors will be applied for calculations. Design 0 0.551 : 1 6.75x27 168.02 psi 304.75 psi +D+S+H 37.765ft Span # 1 Maxinium'Forces&& Load Combination Segment Length D Only reff.$08Magad .omb nationsi:; Max Stress Ratios .Span # M v Cd C FN Length = 40.0 ft 1 0.400 0.241 1.00 Length = 7.0 ft 2 0.239 0.241 1.00 +D+S+H Length = 40.0 ft 1 0.911 0.551 1.15 Length = 7.0 ft 2 0.582 0.551 1.15 Moment Values Shear Values CI Cr Cm C t C L M fb Fb V fv Fv 0.00 0.00 0.00 0.00 0.84 1.00 1.00 1.00 1.00 1.00 55.14 806.77 2018.59 7.77 63.99 265.00 1.00 1.00 1.00 1.00 1.00 1.00 39.16 572.96 2400.00 6.00 63.99 265.00 1.00 1.00 1.00 1.00 1.00 1.00 ` 0.00 0.00 0.00 0.00 0.84 1.0D 1.00 1.00 1.00 1.00 144.59 2,115.65 2321.38 20.41 168.02 304.75 1.00 1-00 1.00 1.00 1.00 1.00 109.84 1,607.23 2760.00 16.87 168.02 304.75 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. TIBe Block Line 6 00 Engineer. JCS - - - - - - Project Descr Project ID: 20140082 FliNet 13 FEB 2014, 11217AM FPO* glAcad201912014008.2W.4. �c120140082 ENEKAI INC:19832013;tioilEi613.8.31Nei 6.1.3a Lic. # : KW-06002728 Licensee : VLMK CONSULTING ENGINEERS earn; Desaiption : EXISTING GLB LINE WITH MECHANICAL UNITS - CANTILEVER SPAN Overall: Maximum Deflections - Unf'actored Loads Load Combination Span Max. "' Dell Location in Span Load Combination Max.'+" Dell Location In Span D+S Vertical Reactions: •;Unfactored 1 1.9085 18.994 2 0.0000 18.994 D+S Support notation : Far left is #1 0.0000 0.000 -0.5579 7.000 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXlmum 16.353 41.618 D Only 5.880 15.371 S Only- 10.473 26.247 D+S 16.353 41.618 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Tide Block tine 6 Wood Beam Lic. # : KW-06002728 Description : EXISTING GLB LINE WITH MECHANICAL UNITS - HUNG SPAN twODE REFERENCES` Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties En ineer: JCS--- - Project ID: 20140082 Pro3ect Descr. Pli ded:13 FE82014,10,37NA :=.a1i .t2m.4008 C cs 1«8 : .e 6.:. ERCAI:C,:pICA9834041rUd:i.13 31:V8r6.t 83f:: Licensee : VLMK CONSULTING ENGINEERS Analysis Method ; Allowable Stress Design Load Combination ASCE 7-05 Wood Species : DFIDF Wood Grade : 24F - V8 Fb - Tension Fb-Compr Fc-Prq Fc-Perp Fv Ft Beam Bracing. : Beam is Fully Braced against lateral -torsion buckling 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E: Modulus of Elasticity Ebend-xx 1,800.0ksi Embnbend-xx 930.0ksi Bend- yy 1,600.0ksi Eminbend - yy 830.0ksi Density 32210pcf D(0.086) i Dt0.318)+S(0.61*2) i 6.75x21 Span = 26.0 ft Applied. Loads.: . Uniform Load : D = 0.3180, S = 0.6120 , Tributary Width = 1.0 ft, (DL+SL) Uniform Load : D = 0.0860 kilt, Extent = 9.0 a> 17.0 ft, Tributary Width =1.0 ft, (DL MECH) ; DESlGN SUMM4RY 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 L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection ' 0.802 1 6.75x21 1,992.30psi 2,485.24psi +0+S+FI 13.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.675 in Ratio = 462 0.000 in Ratio = 0 <360 1.070 in Ratio = 291 0.000 in Ratio = 0 <180 Service loads entered. Load Factors will be applied for calculations. Design 0 0.377 : 1 6.75x21 114.77 psi 304.75 psi +D+S+H 24.292ft Span #1 ;;::Maximum Forces B Stresses:for Load Combinations:: Load Combination - Max Stress Ratios Segment Length Span # M V C d C FA/ C i Cr D Only Length = 26.0 ft 1 0.343 0.157 +D+S+H Length = 26.0 ft 1 0.802 Moment Values Cm C t CL M ft) 1.00 0.90 0.90 0.377 1.15 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Overall Maximurfl Deftecfiors=`Uiafsctosed to°ads : ': ' ". Load Combination Span 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Max'-' Dell Location in Span Load Combination Shear Values l'b V fv F'v 0.00 0.00 0.00 0.00 30.66 741.47 2161.08 3.93 41.64 265.00 0.00 0.00 0.00 0.00 82.37 1,992.30 2485.24 10.85 114.77 304.75 Max.'+' Dell Location in Span D+S 1 1.0704 13.095 0.0000 0.000 You can change.this areamenu item using the 'Sethngs.ptietteg 8, Tanitlde Block" selection. then using the Title Block Line 6 ''o�d Beam • # : KW-06002728 • Description: EXISTING GLB LINE WITH MECHANICAL UNITS - HUNG SPAN Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Overall MAXimum D Only S Only D+S eer: JCS t D Support notation: Far left is #1 Project ID: 20140082 Prklet 13 FEB 2014, 1107AM lAcid20I4L10140082‘Carest20.148082cdcteck. QINC, 19834013. 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E-i..!i.,;I,.•i,iiI-'.,t! ; • . -.7 ..-._-2 •.- • • ' ' fi-'t• ! : - • ,I 'H.t----': '-,1" 1-41 1 ,--41 : , ._ -z -_. _e._-t 7''•;'!iiI'ioi,i. /• _-. .-._ _.r,._ ÷l L_4451nIILIilI1 ii1lII:. - ._ - ._.-.•-.-.-.-. 1.-..t...rlI!i;it,ij;,ei 1,''.:•,tI •. -, _ , -g- .6.-..--1- — ._-•- ..•-. T-- I --, ! 1 i i-i_1-, -,•_iL1;i------1 .1.-t - - -17TI --- ri_;_r r I_....---i---it'W• ' ,L LI,,,, 1 • , .',-t,r41 ., i I_ , [ 1 I 1_! i__.. LI ,, 1- L4 i LI, 1i--1i•1.i' tI i'.1• i .4___ :-----• 1 i--.i1I4- . _: 1 1 4 • -'--. ; _ ' I .._i. . .. . ..• rI .....1. ....I...I • , ; • -I- ,1 ,- - - [.-_i_,.[.1 I 1 • i1-- _..._.--.1 . 1 I I- ••• 1- 1 Ht I ) I I *I - - I1L_-t .1 -r-t-1 1-11qI i:1 _/__1 ') I 1 - I 1—' - IT, i, _4 -' ; : - r1 -1111 II l1-1 _i_!i' ' 11 ! i i ••Ii',.7'. Ii,',4k2l ..11„ ,1-1 A'i,:i„t i4l414 1i'i,i.': 1;, i.: VLMK 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 503.222.4453 503.248.9263 vimk©vlmk.com www.vlmk.com v2.25 - Software Copyright 2014 VLMK Consulting Engineers. All Rights Reserved. Job Job No. Date Sheet No. Unit Anchorage Design - top of curb/bottom of RTU-1 Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters Site Class = SDS = Rp Ip = h = ... (ft) (ft) Wind Parameters PHORIz. = 22E:3.•.:z`(Psfl PuruFr = '`7:6 :(Psf) HVAC Unit Data Wp = ....;351_ X= '53• Y= Z= Xcg = Ycg = Zcg = ANALYSIS Base Shear: Seismic: [ASCE 7-10 ] (Assumed) Design spectral response acceleration [ASCE7-10] [ASCE7-10] Importance Factor Attachment height from base of structure Average roof height of structure from base [ASCE 7-10] Design wind pressure (psf) 0.6W Design wind pressure (psf) 0.6W (lb) Machine Weight (in) Base Dimension (max) (in) Base Dimension (min) (in) Height of Unit and Curb (in) Center of Gravity . 0 - (in) Center of Gravity (in) Center of Gravity Fp 0.4a,SDS Wp(1+2.1= 176 Rp/Ip Base Shear, V„ = 176 lbs. 1.0E Wind: V„ = 492.5 lbs. 1.0W To (4) Anchors/Corners Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 1 26.5 702.25 9 81 2 26.5 702.25 9 81 3 26.5 702.25 9 81 4 26.5 702.25 9 81 2809 324 Overturning: Mot = 3159 lb -in. Seismic Mot = 8864 lb -in. Wind Mres-x = 6511.1 lb -in. Seismic = 8371.4 lb -in. Wind Net Bolt Tension X Direction Tx* = 53 lbs. Ycg Zcg e-krb • 3 • 1 4• 2 • Xcg PLAN VIEW CG SIDE VIEW Load Combinations: ULTMATE: (0.9-.2SDS)D + E ALLOWABLE: (0.6-.14SDS)D + 0.7E [ 0.6D + 0.6W [ 0.9D + 1.0W S 1.6SosI pWp = 562 lbs. OK >_ 0.3So5I J,Wp =105 lbs. OK Controlling Base Shear = 492 lbs. Wind 295 (asd) wind Minimum eccentricity ex = 1.325 Mx-x = 232.5 Y Direction V1,3 = 46 V2,4 = 46 1.0E 1.0W • Mres-y = 2211 = 2843 Y Direction Ty* = 216 *negative (-) values Indicate there is no net upll ey = 0.45 My-y = 78.98 X Direction V1,2 = 46 V3,4 = 46 Controlling V„max = 123 lbs. Wind = 74 (asd) Wind Each Anchor/Comer Ib-in. Seismic Ib-in. Wind T„max* = 216 lbs. Wind • 124 (asd) Wind Each Anchor/Corner Y �LMKCONSULING ENGINETERS 3933 SW Kelly Avenue Portland • Oregon 97239-4393 503.222.4453 503.248.9263 vlmk@vlmk.com www.vimk.com v2.02 - Software Copyright 2014 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 TYPICAL SCREEN WALL Kn = VULT = B= h =! HEIGHT = i= WIDTH = DEPTH = H= a= zg = Kh = Kd = qh Aso = GCr _ GCr Af = Ar = Bh = Ph = Pv = Fh = F, = 25.00 ft 7.0 1200 ft 0.701 0.90 qh ASD 11.7 psf 1.9 1.5 12.0 sf 6.0 sf 2200.0 sf Job Job No. Date Sheet No. TYPICAL MECHANICAL UNIT Exposure Category [Section 26.7.3] Topographic Factor [Figure 26.8-1] Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] Horizontal Dimension of Building Measured Normal to the Wind Direction Mean Roof Height of Building (Eave Height if Roof Angle < 10') Height of Rooftop Structure or Equipment Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth of Rooftop Structure or Equipment, Parallel to Wind Height to Top of Structure or Equipment 3-Second Gust -Speed Power Law Exponent Nominal Height of Atmospheric Boundary Layer Velocity Pressure Exposure Coefficient Wind Directionality Factor = 0.00256K;K&KdV2IW=(0.6) (0.6W ASD LEVEL) Velocity Pressure at Nominal Level Horizontal: Force Increase & Gust Factor Vertical -Uplift: Force Increase & Gust Factor [Table 26.9-1] [Table 26.9-1] [Table 27.3-1] [Table 26.6-1] [Equation 27.3-1] [Equation 29.3-1] [Section 29.5.1] [Section 29.5.1] Area of Structure Normal to the Wind Direction (Horizontal face) Area of Structure Perpendicular to the Wind Direction (Vertical face) Building Area Normal to the Wind Direction Fh = 9h(GCr)At & Fv = 9h(GC r)Ar 22.3 psf 17.6 psf 267.2 Ib 105.5 Ib Horizontal Design Wind Pressure Vertical (Uplift) Design Wind Pressure tt Horizontal Design Wind Force Vertical (Uplift) Design Wind Force [Equation 29.5-2 & 29.5-3] (0.6W = ASD) (0.6W = ASD) (0.6W = ASD) (0.6W = ASD) AUK HEF K NI E ONLY Figure 6 Condenser planning dimensions—MCL055, MCL110, MCL165 and MCL220 Eyebolts for lifting condenser provided on 384 fan models L•55-1/2" (1409mm) Table 3 53-7/8" w (1368mm) c 48-3/4" °L° (1239mm) ANCHOR PLAN 55-5/8" Height to Top ` (1413mm) of Fan Guard 6 See Table 3 for dimensions F, G and H Emerson recommends a clearance of 36" (915mm) on each side for proper operation and component access. For typical footprint dimensions, see Figure 2 DPN002416 Rev. 2 Condenser leg height and additional weight, MCL055, MCL110, MCL165 and MCK220 Model # #of Fans A in. (mm) B in. (mm) C in. (mm) D In. (mm) E in. (mm) MCL055 1 68 (1727) 56 (1423) 54-3/8 (1381) — MCL110 2 124-1/8 (3152) — 112-1/8 (2848) 110-1/2 (2806)— MCL165 3 180-1/4 (4578) -73-7/16 (1866) 168-1/4 (4274) 110-1/2 (2806) 56-1/8 (1425) MCL220 4 236-5/16 (6003) 129-9/16 (3291) 224-3/8 (5699) 110-1/2 (2806) 112-1/4 (2851) • 18" legs standard for all models. Cross -bracing required for legs longer than 18" (457mm). N See Tables 1 and 2 for weights. Including added weight for legs of various Lengths. Source: DPN002416. Rev. 2 Leg Height F* In. (mm) G In. (mm) H In. (mm) 18 (457) 35-7/8 (911) 43-5/8 (1108) 36 (914) 53-7/8 61-5/8 (1) (1) /;+(1219) 65-7/8 73-5/; �4 (1673) (1870) (1524) 77-7/8 (1978) 85-5/8 (2175) Lieber& MC'" 10 ti2s4 FOR REFERENCE ONLY • Site Preparation 2.0 SITE PREPARATION 2.1 Site Considerations • Condensers should be installed in a location offering maximum security and access for maintenance. • • Avoid ground -level sites with public access and areas prone to heavy snow or ice accumulations. • To ensure adequate air supply, Emerson° recommends that condensers be installed in an area with clean air, away from loose dirt and foreign matter that might clog the Boil. In addition, condensers should be located no closer than 3 feet (1m) from a wall, obstruction or adjacent unit. • For roof installation, mount the condenser on suitable curbs or other supports in accordance with local codes. • • Condensers must not be installed in a pit. • Condensers must be installed on a level surface to ensure proper refrigerant flow. • Use caution when installing condensers below the indoor unit. Condensers must not be installed more than 15ft. (4.6m) below the indoor unit. Condensers with Liebert Lee -Temp'' receivers must be installed at or above the level of the indoor units to maintain proper subcooling. • Liebert Lee -Temp receiver tanks should be mounted on the condenser legs for proper operation. Contact Emerson Application Engineering Department for assistance with applications requiring remote mounting of receivers. • Condensers must be installed in vertical airflow- orientation to maintain the electrical box's -NEMA.3R-rating: 2.2 Dimensions and Weights Table 1 Condenser net weights, shipping weights, dimensions and volume, approximate Model # Number of Fans Condenser Net Weight Ib (kg) Domestic Packaging Export Packaging Packaged Weight lb (kg) Dimensions (LxWxH) in. (cm) Volume ft3 (m3) Packaged Weight Ib (kg) Dimensions (LxWxH) In. (cm) Volume ft3 (m3) MCS028 1 154 (70) 335 (152) x63 (193xx91x160) 100 (2.8) 455 (206) 77x37x64 (196x94x163) 106 (3.0) MCM040 1 231 (105) 410 (186) (193x9 x160} 100 (2.8) 535 (243) (196x94x163) 106 (3.0) MCM080 2 441 (200) 750 (340) (345x91x160)� 179 (5.0) 945 (429) (348x94x163) 188. (5.3) MCM120 3 672 (305) 1110 (503) (a98�x8 x 60) 257 (7.3) 1380 (626) (4 3xx37x64 66x142) 2T0 (7'7) MCM160 4 860 (390) 1425 ( 646 ) 256x36x63 (650x91x160) 336 9.5) ( 1770 (803) 257x37x64 (653x94x163) 352 (10) MCLO55 1 344 (156) 525 (238) (1993913 60) 100 (2.8) 645 (293) (196x94xx163) —tvt (3.0) MCL110 2 602 (273) 910 (413) 136x35x63 (345x91x160) 179 (5:0) 1110 (503) 137x37xfr4 (348x94x163) 188 (5.3) MCL165 3 891 (404) 1330 (603) 3 (498x91x1 0) 257 (7.3) 1600 (726) (4 9X1 42) 270 (7.7) MC1220 • 4 1186 (538) 1755 (796) 256x36x63 (650x91x160) 336_(9.5) 2095 (950) (653x94x16) 352 (10) Net snd packageal weights wilt increase with factory options: legs taller than 18', coated coils and selsmic options. Field -installed receivers also add to net weights. Consult factory for additional information. Table 2 Condenser net weight addition —taller legs Leg Height In. (mm) Additional Weight by Condenser Model, Ib. (kg) MCS028 MCM040 MCM080 MCM120 MCM160 MCL055 MCL110 MCL165 MCL220 36 (914) 120 _ 120 139 242 - 236 127 148 222 242 48 (1219) 151 151 ; 171 304 283 159 179 269 289 60(1524) 183 183 202 367 330 190 210 316 336 Lieber() MC'" 6 Air -Cooled Systems —Capacities and Dimensions Figure 11 Cabinet and floor planning dimensional data, outdoor condensing unit Fan Rotation CCW (left side) Left Air Intake Shaded area indicates a minimum clearance of 18" (457mm) for proper air flow Table 6 FOR REFERENCE ONLY Removable (right) panel for access to refrigeration component o tt Removable panel for access to high -voltage and low -voltage connections and refrigeration components Right Air Discharge __Shaded area__________ .--_--_-_ indicates a minimum clearance of 18" (457mm) for proper air flow. Shaded area indicates a recommended clearance of 24" (610mm) for component access and removal. Dimensions and net weights --air-cooled outdoor condensing units Model Numbers Dimensional Data, inches (mm) Module Net Weight lb (kg) 60Hz 50Hz A B C PFH027A-L — 40 (1016) 23-1/2 (597) 18 (457) 200 (91) PFH027A H — 48 (1219) 31 (787) 18 (457) 241 (109) PFHZ27A-L — PFH037A L PFH036A-L PFH037A-H PFH036A-H 53 (1343) 36-1/4 (918) 18 (457) 351 (159) PFHZ37A L PFHZ36A L 3-ton cond units DPN000130 Rev. 1 Lieber& Mini-Mate2"" 15 610 648 PANEL C . TOE K:F1 11LI1[']gQ[ f ‘01114 6415 rriTrrn ruluson P.O.PMEL WORM TVA rpm ISAVATION *MALT 0E:MEN. . 3111OUT MO NM.) 11/443 • A-3 CONT. P.C20110. uL PEW. POt 10.110. groan* E*-0. • Tess (IOU. 3 EA. ten 1.4234/ftt1-2' V/3-10•3.-0' • r OA. ft gaff. r cwt. sue tU:1 _49 have. ana . t 3/111%3A0'..) I' Vett= (hW.) 3/4"•6•2.4• " 1f/S-7/rierft11.3. •• 11. 1St 2 -t 3/4101EV-r TO -WOO R.N.S. • IrOA. • MAULS "—SECTION SCALE: 3/4" • 1-0" .ol 1/4 1.-0" Mill IKE MAMIE- • 3' VOC SRL TULL maw tr SECT ION B—: SCiLE: 3/4" • 1'-0" wait amnia 0 A-5 SIN. 3'-0' SECTION seam ve m:r-o• It P.O. PAWS. P.C.PANEL Knit TO PAWL DIY. TOO %ILL W. USE MACS 1 7 I/4' 04.2 • • IX WACO 5' tee. SLAB oe.bt Rano DETAIL 34t 3/11327 1l'eft Ift•-•7•3'-0. • 4.V.A. t itlx2al•-tr rak Icp,141 .0 "Nam • ONCOT ICE ?TO SOCKILEyoli SITE iKW. SECSCM.E,T3A9.1sli...t& 3/4"EVIEDO tle-Tir•••••.11.S. D ETA I L gq • OtTAU. fI •12' :II roma SECT ION H—. scAtx: 3/4" • i'=0" warm -inn SECTION A-6 SCALE: 3/4' . l •-0- 1/241e1'-0' IIKOE1 t 14/3 3/f'h4' 3 1/4 YUAN 13:30C.WWJ .SECTION E-6 SCALE: 3/4' . SECTION K-6 SCALE: 3/4' ■ I •-0' 3.f TOP R V 1/2'04.0. 0 41'.. (11/EB 4. OWN.) TT► (NE: PLAN) t I/2.d1.-2' au 1/4 SECTION B--6 SECTION SCALE: 3/4' . I'-0' SCALE: 3/4' . I 4e IE:PUM 14'MB7t SCOT 00212 4' 2111) • P.C.PANO. K:RN1 0 1 P141 HMV 4'.. STOWS 2-101 / 4•.e Mar NE:►IM N*LIN ►ULII IWO NNW NEsPtAN L3.141/4 40-3/4•••Lo. SUMO NCC Wit OLE REAM 3/41441 PfUf1tlt NE:04 P.C. 11;PLYI OE:— PWD v- (NE:PLAN] 4e TC► P W/ 3/4'M.1. 0 24'.e (CQm 4' NIP.) PMRON TOM MOW MN (1E110. 11 P011 f132 Or PgUN) SECTION F-6 SCALE: 3/4' • 1'-0• 3/4'0011 ICLT (3210 4' NM.) mourn 2 Ro1a 404 1 474. LTT200 ff1CIP 0 0'-0I/1r.. 0/10-104 01103 4: PLp 1N 1.C.P1NEL 1 1E:PLAN NE:KAN 4/1110 LION Q. QS 4012 LEWIN rM.B. 1 14'44 S' MIN.) SECTION L-6 SCALE: 3/4' • 104 NGP1M SECTIC SCALE: 3/4' SECT I0 SCALE: 3/4' lEIVIILWGEILA * ottrom. 4. MO i P.C.PANEL P. 1104$-I d a 4-.t as et:PLMI 1/411. EA. SIX ,I -I 1h-44.4. 3/41EANIIPT R 14/2-/EN2•-4' YERT.4 3i4. 4 2-54•-4- Np112.4 3'44. r.C.►pci T4-I/4" STifTENER t (3 EA. slot) 3-e SECTION A-7 SCALE: 3/4 . I•-0- .1.4 3Jr IL SO ruk d 1/4' -. 't 1/2.3.1'.2' 'iR 3/e44 1/43.1' Me SHE It 4-disr-r 13/4-1'4 LOLLS „h'IRS t. Ee4E • PANEL PMEL OETOID SECTION D-7 SCALE: 3/4' . 3' ORO It P.C.PAIEL 444 Cow 4. TOP .4/3/4'M.4.4 24'.. (DM 4• INN.) 2 1301E-IOd • 4•44 4-14 CANT. 3/1343.1 •-2'R W/44.3•-11' 4 4.C4. 0o ai: PAICI.— VIMICI O1N1 1 2 R I/4' CA. 612E 4WE-1 1/e'POOLTS E WE. 1/2•.I'-0 4• I2'YIII. 4 VY . le . 2•-o• l• 4.1.742'-4. VERT. e PIR DETAIL 8[QION TRUER FM OWING OT olEo. SECT SC1LEl 3/ t4 . 3 . 1/4 . 1'-2"--% (LAP 1r/ GOD Sit4L) PER P ELEVATION CPO STEEL SEE PAWL • 1LEVATNM £IE e l 4. t • s*.ca44srla) ELE SEE PARES ELEWTION f EW G34 CTIG1 EE4T1o1 n1WLjTo 4. fe42'-4' E4.3.1/4.I •-4'✓ 41/1/4' STIFEpER t LIN 4/5 SECTIO SCALE: 3/4' rt rrllr^rl rift a.� ar. J•.a ea wain 114ai410 yaWr•��M wMff 64) ®i CONDENSER SUPPORT DETAIL 141411*a n MA MOM r••1rr•o1•wr mhibtiVAIOCIADI a°n rIN F01.1111 -14ORCNVIN21100111111 PIMOIMMOR rt01140111 etiairt lrefft 0�0. n. . ri i 1a --•I 01101011G, .. INUld WaiMY•a' ` rNraRNWR.a.Y. # arf.arrlr,Mwleu••1ri C ®SLEEPER DETAIL i_ ratitlinnirla 'br11W M1a1 a afi0ln111VI al 611,01.11.,f.N MilMestIMX n R>•AaaRl.00 tWtWMIOalllflfMM ((�9t Il MI IC:.1711ARf1.0.a 6YRaY1Ml W *MI 12. tt _ o. Orii)aras. lM COMICIIM Nl. ColegaOtart rtlaq►tnm * a•ataefwr SO. \.Ri. 441311111.0. / YrDr IMPIMM iwe a.RR•ar•rllal PM IIM Cc) . CONDENSER SUPPORT DETAIL aw.w . r.rd fi•Ms MEAD ie 91 taratt • IMMIAIROM10411.--‘ AS 04Na.Mre ;. ..T MOOS rlaillaa000ai Ma IMr•6 *MOWN opeocamexo A..MYa M01 ..` = s AIL i Im • iiiiirOn F A1411/1.7 .,...1 I e rr rw!iwa4 NN OL OMR) MINER - GENERATOR ANCHORAGE DETAIL a * ia1.• ... An updated me after the uni 12 3/5 (4x) uFlwG HOLES �.J 90 1/4 'looms BOIF�SIOES) 170 24 3/4 40 1/4 - Wows BOTH SDES)" 170 146 78 96 (APPROX. (CAA 112 A 8-13-13 S JEGAI TAI (REF QUOTE 300847) A91 PRIMARY TAM E-YEMT .e42.0 1144 00) IRA 200 100 :RE DETAIL FITTING CLUSTER a 5105'4P AMEA- • • • • .. • • f/ `6 QQ l• • •• 2.0 MPT EXTRA \•�J/ 4 • • amour TARK E•YEMT (S'1-1 3e03 1145.001 410 [IT0.001 tf;A. 41EP' [41.201 � 0 `--r4LL LEA► tett,A EA 24 463.4 131.001 2r IT27 2 l00 001 :t 2500.4 (IO2.001 :Y 24 4.4 t130. 01 Addendum Number 01.1 - Gensler Project EdgeConnex - Seattle Date 04/10/2014 Project Location 3425 S. 116th Street Tukwila, WA 98168 Architect's Project Number 27.6699.006 Owner / Client Burr Computer Environments File 6A This is page 1 of 1 To Burr Computer Environments Attention Gary Hemeyer Address 10400 Rodgers Road. City Houston State TX Zip 77070 Code Delivered via: ❑ Messenger ❑ Express ❑ Mail ❑ Hand carried ❑ Pick-up ❑ uPs ❑ Facsimile E-mail Address ❑ Website Address This Addendum will become part of the Contract Documents. The Contractor shall promptly inform subcontractors and all others performing or supplying any of the Work of all relevant contents of this Addendum. In case of conflicting provisions with previous addenda or communications, provisions in this Addendum supersede only those conflicting issues. It is the responsibility of the Contractor to notify all subcontractors from whom it accepts bids of all changes in the drawings and specifications covering this project. Receipt shall be acknowledged by inserting the addendum number and its date in the bid form. Distribution Prepared by Gensler Justin Hoffman by Date Signed 04/10/2014 Instructions / Description / References / Dates Addendum 1 - Dated 04/01/2014 G00.00 - Index: Revised sheets shown. A00.20 - Schedules: Reference note added to Hardware Set 04. A00.60 - Life Safety Plan: Sheet Notes 03-12 added for Hazardous Material detail. A02.01 - Construction Plan: Section 7/Al2.01 added at demise wall. Raised floor shown at Landing 103. Sheet Notes C11 & C13 updated to standardize. Coordination with new BCEI background: MMR1 109, Door 109 & Fire extinguisher moved to south of Mech-4 with new wall separating spaces. Mech-2 105 enlarged. Note C18 updated. A04.01 - RCP: Lighting revised to match BCEI background. Fixtures added (12) to Shell 119, fixture type changed and fixture added (1) at Stage 117, fixtures deleted (10) from Data Hall 100, fixtures deleted (4) from Lobby 110.1. All rooms with acoustic ceiling tile tagged for area. Lighting further revised: fixtures and perfs relocated with MMR1. Fixture added (1) at Mech-4. General Note C added. A05.01 - Finish Plan: Epoxy Enamel Floor Paint (PT06) deleted and replaced with Concrete Floor Sealer (CO01) in Jan 114, Loading Dock 115, Pre -Action 116, Stage 117, and Electrical 118. Finish tag and room sign relocated with MMR1. A11.00 - Elevations: Detail 3 - Paint PT02 to be used between server stripes PT03. Al2.01 - Project Specific: Detail 7 added. t�� Al2.10 - Finish Schedule - PT06 Not Used. Replaced with C igD CITY OF TUKWILA Al2.51 - Seismic Details: Detail 6 added. APR 1 1 2014 AD_012313 p:\27.6699.006\do mental on\5 - design h,pedfluUonsU5cd - construction documents20140408-addendum I\Moea01-eddendum 1.1_20140410.d000 PERMIT CENTER 1 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: +1214.273.1500 Fax: +1 214.273.1505 March 13th, 2014 Gensler Mr. Bill Rambo. Permit Technician City of Tukwila — Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Dear Department of Community Development, Subject: EdgeConnex — 3425 S. 116th St. STE 113 Permit Application #D14-0059 Comments Response #1 Please see attached responses to the plan check comments dated 3-4-2014. We have provided new sheets with revisions clouded and dated. Please review and let us know if you have any additional questions or comments. Project: EdgeConnex Comment: Sheet A00.20: On the door schedule in the doors remarks section, some doors reference remark "K". Provide clarification on the remark "K". Response: Information added in Door Remarks Description and Door Schedule revised. Comment: Sheet A00.20: In addition to the door schedule, overhead doors 119D and 1158 appear to be the same with different notes in the remarks and schedule. Door 119D indicates existing where 115E doesn't specify one way or the other. Please provide clarification or notes to the door schedule for consistency. Response: Information added to door schedule Comment: Sheet A02.01: The floor plan reference keys including some details refer to sheet "Al2.01". Provide that sheet and show it in the plan index. Response: Sheet Al2.01 provided and added to the index Comment: Sheet A02.01: The demo plan shows three overhead doors removed and apparently enclosed with no details according to the floor plan "A02.01". Provide details for filling in the openings. Response: Information added to sheet A02.01. Detail is located on new sheet Al2.01 Comment Sheet A11.01: In the bathrooms show a vertical grab bar 18 inches min. in length mounted with the bottom of the bar located 39 inches min. and 41 inches max. above the floor, and with the center line of the bar located 39 inches min. and 41 inches max. from the rear wall. Response: Vertical Grab Bar and dimensions added to Sheet A00.40 and 1/A11.00. With Regards, Keir Vondruska, Project Architect Enclosure cc: File CORRECTION LTR# bLL4 005'? RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER Page 1 of 1 City of Tukwila Department of Community Development March 04, 2014 KIER VONDRUSKA 1200 SIXTH AVE #500 SEATTLE, WA 98101 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0059 EDGE CONNEX - 3425 S 116 ST, STE 133 Dear KIER VONDRUSKA, Jim Haggerton, 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: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. On the door schedule in the doors remarks section, some doors reference remark "K". Provide clarification or the remark "K". 2. In addition to the door schedule, overhead doors 119D and 115B appear to be the same with different notes in the remarks and schedule. Door 119D indicates existing where 115B doesn't specify one way or the other. Please provide clarification or notes to the door schedule for consistency. 3. The floor plan reference keys including some details refer to sheet "Al2.01". Provide that sheet and show it in the plan index. 4. The demo plan shows three overhead doors removed and apparently enclosed with no details according to the floor plan "A02.01". Provide details for filling in the openings. 5. In the bathrooms show a vertical grab bar 18 inches minimum in length mounted with the bottom of the bar located 39 inches minimum and 41 inches maximum above the floor, and with the center line of the bar located 39 inches minimum and 41 inches maximum from the rear wall. (2009 ANSI 604.5.1) Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D14-0059 rERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0059 PROJECT NAME: EDGE CONNEX SITE ADDRESS: 63425 S 116 ST, STE 113 DATE: 04/11/2014 Original Plan Submittal _ Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/15/14 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: 05/13/14 Notation: REVIEWER'S INITIALS: DATE: 12/18/2013 ERMIT,CO OPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0059 PROJECT NAME: EDGE CONNEX SITE ADDRESS: 3425 S 116 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 03/18/14 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AT C Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/20/14 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: 04/17/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0059 PROJECT NAME: EDGE CONNEX SITE ADDRESS: 3425 S 116 ST, STE 133 DATE: 02/20/2014 X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A-� corrZ Building Division ■ Public Works . 4W\ //c1 3 LH Fire Prevention 11 Structural El ISAA A)//4- Planning Division . Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 02/25/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required 610 (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 03/25/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ��s `j,� CORRECTION LETTER MAILED: i3 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: DC6- CAU•t SITE ADDRESS: 41,c t I 1p Cj PERMIT NO: OIM ` O0 I ORIGINAL ISSUE DATE: VII 01 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS- /�_ 1 /n� '' II r' NI �LI �LI _ W�� v v�r� Summary of Revision: v_E f�1 ( IX WA -US f Ut4 p v� 'pv A{�(,o W (L I�c�- - EUE Cili-1LkL I(1-pow Received bya -' 9 nJ T�,� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please pnnt) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 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: 04/11/2014 Plan Check/Permit Number: D14-0059 Response to Incomplete Letter # Response to Correction Letter # 1/ Revision # 1 after Permit is Issued Revision requested -by a City Building Inspector or Plans Examiner Project Name: EDGE CONNEX Project Address: 3425 S 116TH ST SUITE #113 Contact Person: KEIR VONDRUSKA APR 11 2014 PERMIT CENTER Phone Number: (206) 654-2137 Summary of Revision: Architecturally, the Electrical Room increased in size to due to the larger UPS and related battery systems larger service entrance equipment, and larger generator switchboards. Additionally, there were minor corridor and room modifications related to the Electrical Room increase in size and to plan for a possible future build -out of another Data Hall within the lease space. The Fire Protection design was also modified to account for the reconfiguration of the space. Addendum 1 — Dated 04/01/2014 G00.00 — Index: Revised sheets shown. A00.20 — Schedules: Reference note added to Hardware Set 04. A00.60 — Life Safety Plan: Sheet Notes 03-12 added for Hazardous Material detail. A02.01 — Construction Plan: Section 7/Al2.01 added at demise wall. Raised floor shown at Landing 103. Sheet Notes C 11 & C 13 updated to standardize. A04.01 — RCP: Lighting revised to match BCEI background. Fixtures added (12) to Shell 119, fixture type changed and fixture added (1) at Stage 117, fixtures deleted (10) from Data Hall 100, fixtures deleted (4) from Lobby 110.1. All rooms with acoustic ceiling tile tagged for area. A05.01 — Finish Plan: Epoxy Enamel Floor Paint (PT06) deleted and replaced with Concrete Floor Sealer (CO01) in Jan 114, Loading Dock 115, Pre -Action 116, Stage 117, and Electrical 118. A11.00 — Elevations: Detail 3 — Paint PT02 to be used between server stripes PT03. Al2.01 — Project Specific: Detail 7 added. Al2.10 — Finish Schedule — PT06 Not Used. Replaced with CO01 in plan. Sheet Number(s): G00.00, A00.20,A00.60,A0201, A0401,A0501,AI100,A1201,AI2.10, F0.1,F2.1,S1.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\Applications\Forms-Applications On Line\2010 Applications \7-2010 - Revision Submittatdoc Revised: May 2011 Received at the City of Tukwila Permit Center by: Entered in Permits Plus of S (, (LI City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 'itI`/ Plan Check/Permit Number: D 14-0059 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Edge Connex Project Address: 3425 S 116 St AEGENE'p CITY OF TuKw kA MAR 18 2014 PERAMT CENTER Contact Person: wiz \%DA)o!W ..5 Phone Number: 2000 (D S 4 2/3 - Summary of Revision: S bk). 1b COM I1A.e.AT['S f A-rrACali , -1200'L 5C 161Du E et Fit' M 1a» ADP !I MO oo SNET /112 • a / � tF � cooS - t,.f F[l.(i C(}t�21 F I(1Yfl'b i ✓e i-i£A C� C7gAA f 4 1Z •PtT:p rvvt J . 00-00, rIi'EZ Sheet Number(s): CO-2.0 l -cle 1 O-9), AD/ -0 /, AZ-O/)A0g-t /tl I -CO AIs -01 "Cloud" or highlight all areas of revision including date of revision <71( \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: BURR COMPUTER ENVIRONMEmTS INC Page 1 of 2 0 Washington State Department of Labor & Industries rBURR COMPUTER ENVIRONMENTS INC Owner or tradesperson BEAVER, CHARLES EMMETT III Principals BEAVER, CHARLES EMMETT III BEAVER, CHARLES EMMETT JRFRANK, TIMOTHY DAVIDBURR, RICHARD WAYNEBURR, KURT N (End: 09/06/2011)CARDER, DOUGLAS G (End: 09/06/2011) WA UBI No. 602 065 382 10400 RODGERS ROAD HOUSTON, TX77070 281-374-8644 Business type Corporation 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 — 08/18/2015 Bond TRAVELERS CAS & SURETY CO Bond account no. 0615103188827BCM Active. Meets current requirements. $12,000.00 Received by L&I Effective date 06/27/2002 05/24/2002 Insurance Hartford Fire Ins Co $1,000,000.00 Policy no. 6luengt2441 Received by L&I Effective date 06/28/2013 06/30/2011 Expiration date 06/30/2014 Savings No savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602065382&LIC=BURRCEI005PP&SAW= 04/07/2014 Seattle R13 Justin Ho 0 U a) rn W 0 0 ai 0 CO CID N a) 0 2 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumb Gas Piping City of Tukwila BUILDING DIVISION EdgeConnex Seattle, WA ADDENDUM 1 ,3 Aprill,2014 34255. 11 6TH STREET TUKWILA, WA 98168 PROJECT NUMBER: 27.6699.006 BCEI PROJECT NUMBER: EDCSEA01 1 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. I�'t'1T : F visicrs will require a new plan stbrnitta ! en-3 may inc.ude additkinal plan review fees. i REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 .61 City of u ila BUILDIN VISION RECEIVED CITY OF TUKWILA APR 112014 PERMIT CENTER a FILE COPY Pke review approval is i pr ye val of constructice &nowt does art authorize •3',i.aGa On of any code or ol+ loe. ftelpt �r & ell moved Fieki Copy and webs19 ed BY City Of Admen BUILDING DIVISIMI REVISION NO.1 ,71(4-*()05 PTRE E L/RN S,N 1 10400 Rodgers Road Houston, Texas 77070 Phone: 281-3748644 Fax: 281-37'4-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 1 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 co co G a 00 CD 0) W W CD CV f ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.04.2014 HARDWARE COORDINATION 3 03.10.2014 ALTERNATE PRICING 4 04.01.2014 ADDENDUM 1 SEALISIGNATURE SIDNEY SCARBORO, AlA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE COVER Scale: DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: COVER enril 9nln Annlnlnl IRA 1 2013 Gensler J D:\RevitModels\27.6699.006 - EdgeConnex - Seattle_R13_Justin Hoffman.rvt r VICINITY MAP LOCATION MAP nirrraws t1rS�deT9C ;amish vecTraet @I rg Sky . tniegratrd .... , Trchs xb.a vi.*_3. sock+aeg;t s t _ GOn .traction' : ' - ^'h $ear: Horne fmp ovement LEGAL DESCRIPTION Map data ©2014 Google LOT 2 OF CITY OF TUKWILA SHORT PLAT NO 90-2-SS RECORDING NO 9003121482 SD SHORT PLAT DAF - POR OF GOV LOT 3 & OF SE 1/4 OF NE 1/4 OF SEC 09-23-04 TGW POR OF GOV LOT 6 & OF SW 1/4 OF NW 1/4 OF SECTION 10-23-04 - BAAP 70 FT RGT OF ENGR STA H 556+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 FT TH SELY ALG 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 LN 60 FT N OF & PLW ENGR B-LINE AS SHOWN ON SHEET 1 OF 7 FOR R/W 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 R/W PLANS TH N 79-41-19 W 359.21 FT TAP 70 FT RGT OF ENGR STA H 551+64.4 SD PT ALSO BEING PT OF CUVE 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 PROJECT INFORMATION PROJECT DESCRIPTION: BUILDING ADDRESS: PARCEL NO.: ZONING BUILDING CODE: APPLICABLE MUNICIPAL BUILDING CODE: OCCUPANCY TYPE: CONSTRUCTION TYPE: PROJECT AREA: FIRE PROTECTION: BUILDING CODE: PLUMBING CODE: MECHANICAL CODE: ELECTRICAL CODE: FIRE/LIFE SAFETY CODE: RENOVATION OF EXISTING SPACE TO HOUSE DATA PROCESSING EQUIPMENT 3425 S. 116TH STREET TUKWILA, WA 98168 102304-9043 MIC/L - MANUFACTURING INDUSTRIAL CENTER/LIGHT TUKWILA MUNICIPAL CODE - TITLE 16 BUSINESS IIIB 14,407 SF APPROVED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 WITH MULTIPURPOSE DRY -CHEMICAL PORTABLE FIRE EXTINGUISHERS TYPE 2A 10BC, 5 LB. CAPACITY, SPACED AT 75-0" 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. 2012 INTERNATIONAL BUILDING CODE 2012 UNIFORM PLUMBING CODE AND STANDARDS 2012 INTERNATIONAL MECHANICAL CODE WASHINGTON CITIES ELECTRIAL CODE INTERNATIONAL FIRE CODE APPENDICIES B, C, D & ANY AMMENDMENTS BY WESTERN FIRE CHIEFS ASSOCIATION AND INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ACCESSIBILITY CODE: IBC CHAPTER 11 AMENDMENT ENERGY CODE: 2012 INTERNATIONAL ENERGY CONSERVATION CODE OCCUPANCY COUNTS FOR EGRESS AREA OF WORK: 1ST FLOOR (SINGLE STORY), 14,407 SF BUSINESS GROUP B (INCLUDING ACCESSORY USE AREAS) 1/100 AREA: 13.118 SF OCCUPANT LOAD: DATA HALL - RAISED FLOOR (SERVERS) LANDING SHELL ELEC. MECH. ROOMS FIBER ROOMS (MMR, ISS) LOADING DOCK PRE -ACTION RESTROOM/JAN CORRIDOR/LOBBY/STAGENESTIBULE TOTAL SQUARE FEET 3,756 429 3,283 2004 1,473 508 630 89 159 2.076 (3,800/100) (430/100) (3,300/500) 38 OCC. 5 OCC. 7 OCC. 0 OCC. 0 OCC. 0 OCC. 0 OCC. 0 OCC. 0 OCC. 0 OCC. 14,407 50 OCCUPANTS TOTAL EXIT ACCESS MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD (2009 IBC TABLE 1018.1): EXIT OR EXIT ACCESS DOORWAYS REQUIRED (2009 IBC 1014.1 AND TABLE 1014.1): TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS: 1. THE OCCUPANT LOAD OF THE SPACE EXCEEDS THE FOLLOWING: OCCUPANCY GROUP A = 50 OCCUPANTS. (50 X 15 = 750 SF) OCCUPANCY GROUP B = 50 OCCUPANTS. (50 X 100 = 5,000 SF) 2. THE COMMON PATH OF EGRESS TRAVEL EXCEEDS THE LIMITATIONS OF SECTION 1014.3. TOILET FIXTURE COUNT TOILET FIXTURE CALCULATIONS 1 TOILET AND 1 LAVATORY FOR EACH GENDER DRINKING FOUNTAIN REQUIRED 25 OCCUPANTS FOR EACH GENDER TABLE 29-A GROUP B OCCUPANCY: 1 TOILET PER 25 FOR FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 1 LAVATORY PER 40 FOR FIRST 80 AND 1 PER 80 FOR REMAINDER EXCEEDING 80 IBC 2902.5.1 DRINKING FOUNTAIN NUMBER: OCCUPANT LOADS OVER 30 SHALL HAVE ONE DRINKING FOUNTAIN FOR THE FIRST 150 OCCUPANTS, THEN ONE PER EACH ADDITIONAL 500 OCCUPANTS DEFERRED SUBMITTALS SPRINKLER / LIFE SAFETY SECURITY / DEVICES REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION DRAWING INDEX Drawing Number Drawing Name . . Current Revision Current Revision Date Current Revision Description G00.00 DRAWING INDEX 4 04.01.2014 ADDENDUM 1 /2V4\ -666. 0 ABBREVIATIONS GRA SYMBOLS, & GENERAL NOTES 1 2. 7.2014 ISSUE FOR RMIT 02 RC ITFC,TEAR r� ^r' SCHEDULES 4 04.0 .2014 ADDENDUM 1 ` A0 .OUNTINGLOCAT 40 MA00.20 NS /--)- 3-/`)03.10.2 14 ALTERNATE PRICING A00 0 SITE PI 3 03 10.2014 ALTERNAT PRICING ADDENDUM ISSUE FOR PERMIT A A00.66 LIFE SAFETY PLAN 4 04.01 2014 2.17.2014 Ab8 RATED ASSEMBLIES /`�� 1 AgA �- DpMAL A0 r./ 3 Th 03 �0.2014, PALTERNATF� PRICING 1A02.01 CONSTRUCTION PLAN 4 04.01.2014 ADDENDUM 1 A04.01 REFLECTED CEILING PLAN 3 04.01.2014 ADDENDUM 1 A A05.01 KNISH PIAN ,� ,� � _4 3�^ 04.01 2014 3.10.2014ALTERNATE ADDENDUM 1 PRICING A^OS.00 r^` ENLARGED A11.00 ELEVATIONS 4,��04.0 2014 ADDENDUM 1 4 A.O�RTITION P �S 3 03.10.2014JALTERNATE PRICING Al2.01�'PROJECT S�FIO " yTh'� 3 04.01.2014 ADDENDUM 1 Al2.10 DETAILS � 4 04.01.2014 ADDENDUM 1 2 4 At2.56-/ MISCELLANEOUS DETAILS 2 03 10 201 ALTERNATE PRICING Al2.51 SEISMIC DETAILS 1 2.17.2014 ISSUE FOR PERMIT 03 ELECTRICAL E0.1 ELECTRICAL SYMBOLS, NOTES, & ABBREVIATIONS 1 2.17.2014 ISSUE FOR PERMIT E0.2 ELECTRICAL SPECIFICATIONS 1 2.17.2014 ISSUE FOR PERMIT E0.3 ELECTRICAL SPECIFICATIONS 1 2.17.2014 ISSUE FOR PERMIT E1.1 ELECTRICAL ONE - LINE DIAGRAM 1 2.17.2014 ISSUE FOR PERMIT E1.2 ELECTRICAL GROUNDING ONE - LINE DIAGRAM 1 2.17.2014 ISSUE FOR PERMIT E2.D ELECTRICAL DEMOLITION PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.0 ELECTRICAL SITE PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.1 ELECTRICAL POWER PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.2 ELECTRICAL LIGHTING PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.3 ELECTRICAL GROUNDING PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.4 ELECTRICAL CONDUIT PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.5 ELECTRICAL ROOF PLAN 1 2.17.2014 ISSUE FOR PERMIT E3.1 ELECTRICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT E3.2 ELECTRICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT E3.3 ELECTRICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT E3.4 ELECTRICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT E3.5 ELECTRICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT E4.1 ELECTRICAL SCHEDULES 1 2.17.2014 ISSUE FOR PERMIT E4.2 ELECTRICAL SCHEDULES 1 2.17.2014 ISSUE FOR PERMIT E4.3 ELECTRICAL SCHEDULES 1 . 2.17.2014 ISSUE FOR PERMIT E4.4 ELECTRICAL SCHEDULES 1 2.17.2014 ISSUE FOR PERMIT 04_STRUCTURAL S1.0 HVAC SUPPORT FRAMING AND GENERATOR PAD PLAN 1 2.17.2014 ISSUE FOR PERMIT 05_PLUMBING PO.1 PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS, & DETAILS 1 2.17.2014 ISSUE FOR PERMIT P2.1 PLUMBING WASTE AND VENT PLAN 1 2.17.2014 ISSUE FOR PERMIT P2.2 PLUMBING DOMESTIC WATER PLAN 1 2.17.2014 ISSUE FOR PERMIT 06 MECHANICAL MO.1 MECHANICAL SYMBOLS, NOTES, SPECS, & SCHEDULES 1 2.17.2014 ISSUE FOR PERMIT M1.1 MECHANICAL DEMOLITION PLAN 1 2.17.2014 ISSUE FOR PERMIT M2.1 MECHANICAL PIPING PLAN - LEVEL 1 1 2.17.2014 ISSUE FOR PERMIT M2.2 MECHANICAL PIPING PLAN - ROOF 1 2.17.2014 ISSUE FOR PERMIT M3.1 MECHANICAL DUCTWORK PLAN 1 2.17.2014 ISSUE FOR PERMIT M7.1 MECHANICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT M7.2 MECHANICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT 07_FIRE PROTECTION F0.1 FIRE PROTECTION NOTES, SPECS, AND DETAILS 1 2.17.2014 ISSUE FOR PERMIT F2.1 FIRE PROTECTION SPRINKLER PLAN 1 2.17.2014 ISSUE FOR PERMIT 4 RECEIVED CITY OF TUKWILA APR 1 1 2014 PERMIT CENTER NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 10400 Rodgers Road Houston, Texas 77070 Phone: 281.374-8644 Fax: 281-374-8992 ( Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 x ci C CD U W 0 0 LI--w CO CI CO Tr V J 1- W LLI Ce N d- M J ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.04.2014 HARDWARE COORDINATION 3 03.10.2014 ALTERNATE PRICING 4 04.01.2014 ADDENDUM 1 14237 r;.: i STATE OF WASHINGTON REGISTERED ARCHITECT 45;3-, ARBOR° i SEAL/SIGNATURE SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 J DRAWING INDEX Scale: 1:1 DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET TITLE SHEET NO: G00.00 0 2013 Gensler J 0...441.. 0 4 7 1..'.+:Ira DOOR TYPES SCHEDULE HEIGHT SCHEDULE WIDTH SCHEDULE HEIGHT / / / TYPE 'A' SCHEDULE WIDTH TYPE'I' W/ GLASS LITE SCHEDULE HEIGHT TEMPERED GLASS SCHEDULE WIDTH EQ EQ / / / n U / / / / TYPE 'B' PAIR TYPE 'L" SCHEDULE WIDTH SCHEDULE HEIGHT SCHEDULE HEIGHT TYPE 'H' UPWARD ACTING 'COILING OVERHEAD DOOR SCHEDULE WIDTH 6" TYPE 'E' W/ GLASS LITE / \ TYPE'M" DOOR SCHEDULE Assembly Door Frame Assembly Rating Hardware Set Remarks Number Location Type Dimensions Material Finish Details Material Finish Fire Rating Temp Rise Smoke Label Width Height Thickness Head Jamb Sill 100A DATA HALL 1 B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 100B DATA HALL 1 B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 100C DATA HALL I 3' - 0" 7' - 0" ALUM ANOD ALUM ANOD N/A (none) EXISTING. J 101 MMR2 A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 111 F 102 MECH-3 B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 104 MECH-1 B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 105 MECH -2 B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 107 MECH-4 B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 108A CORRIDOR A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT N/A (none) EXISTING. J, 108B CORRIDOR A 3' --0" 8' - 0" 1 3/4" HM PAINT HM PAINT N/A (none) EXISTING. J, 108C LOADING DOCK A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 100 108D CORRIDOR A 3 - 0 8 - 0 1 3/4" HM PAINT HM PAINT N/A (none) EXISTING. J, 109 MMR1 A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 111 F 110 ISS A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 111 F 110.2 STORAGE A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 106 111A VESTIBULE 1 3' - 0" 7' - 0" ALUM ANOD ALUM ANOD N/A SET 01 K 111 B VESTIBULE A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 100 112 RR A 3' - 0" 8' --0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 107 113 RR A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 107 114 JAN A 3' - 0" 8' - 0" N/A HM PAINT HM PAINT 0 MIN SET 106 115A LOADING DOCK A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT N/A SET 02 EXISTING. 115B LOADING DOCK H 12' - 0" 14' - 0" 1 3/4" N/A PAINT N/A PAINT N/A SET 03 EXISTING. 116 PRE -ACTION A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 106 117 STAGE B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 101 G, H 118A LOADING DOCK A 4' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 110 118B ELECTRICAL RM A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 110 119A SHELL 1 3' - 0" 7' - 0" ALUM ANOD ALUM ANOD N/A SET 01 EXISTING. 119B SHELL 1 3' - 0" 7' - 0" ALUM PAINT HM PAINT N/A SET 110 120A SHELL B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 122A MECHANICAL YARD M 6' - 0" 8' - 0" 1 3/4" GALV GALV N/A N/A N/A SET 04 122B MECHANICAL YARD M 6' - 0" 8' - 0" 1 3/4" GALV GALV N/A N/A N/A SET 04 NOTE: HARDWARE AND SECURITY DEVICES PROVIDED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. 1 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 STRIKE IS ELECTRICALLY RELEASED. STORE ROOM 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) 3'-0" X 8'-0" LEAVES. EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM EXISTING CONDITIONS. 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. HARDWARE SET DESCRIPTION SET 01 PANIC HARDWARE - ELECTRIC / DOOR PULL IF REQUIRED / HINGES - IF REQUIRED / CLOSER W/ STOP ARM - IF REQUIRED / SADDLE THRESHOLD - IF REQUIRED / DOOR SWEEP SET 02 PANIC HARDWARE - ELECTRIC / DOOR PULL IF REQUIRED / 1 ELECTRIC HINGE / HINGES - IF REQUIRED / DOOR CLOSER - IF REQUIRED / 8" KICKPLATE / 8" MOPPLATE / SADDLE THRESHOLD - IF REQUIRED / SEAL SET / DOOR SWEEP SET 03 ALL REQUIRED HARDWARE INCLUDIN I O B\Y D R SUPPLIER OR GC - COMBO PADLOCK BY SECURITY SET 04 CHAIN LINK SWING GATE REFER T SHEET A02.01 NOTE C6 SET 05 KNOX BOX - FIRE DEPARTMENT ACC ��`f\--- SET 100 PANIC HARDWARE - ELECTRIC / DOOR PULL / 1 ELECTRIC HINGE / 3 HINGES / DOOR CLOSER W/ STOP ARM / SEAL SET SET 101 ELECTRIFIED CYL. LOCKSET - ACTIVE LEAF / ELECTRIC HINGE - ACTIVE LEAF / 7 HINGES / AUTO FLUSH BOLT SET / 2 - DOOR CLOSER W/ STOP ARM / COORDNATOR / SET CLOSER MOUNTING BRACKETS / SEAT SET JAMB AND ASTRAGAL/ OVERLAP ASTRAGAL - INACTIVE LEAF PROVIDED BY DOOR SUPPLIER OR GC. SET 102 ELECTRIFIED CYL. LOCKSET (CLASSROOM FUNCTION) -ACTIVE LEAF / ELECTRIC HINGE - ACTIVE LEAF / 7 HINGES / AUTO FLUSH BOLT SET / 2 DOOR CLOSERS W/ STOP ARM / COORDINATOR / SET CLOSER MOUNTING BRACKETS / SEAL SET JAMB AND ASTRAGAL / 2 - 8" KICKPLATE / 2 - 8" MOPPLATE / OVERLAP ASTRAGAL (SIM TO NG 550) - INACTIVE LEAF PROVIDED BY DOOR SUPPLIER OR GC. SET 103 ELECTRIFIED CYL. LOCKSET (CLASSROOM FUNCTION) - ACTIVE LEAF / ELECTRIC HINGE - ACTIVE LEAF / 7 HINGES / AUTO FLUSH BOLT - 2 DOOR CLOSERS W/ STOP ARM /COORDINATOR / SET CLOSER MOUNTING BRACKETS / SEAL SET JAMB AND ASTRAGAL / 2 - 8" KICKPLATE / FLOOR STOP/ WALL STOP / OVERLAP ASTRAGAL (SIM TO NG 550) - INACTIVE LEAF PROVIDED BY DOOR SUPPLIER OR GC. SET 104 LOCKSET - STOREROOM FUNCTION / HINGES / ELECTRIC STRIKE / DOOR CLOSER W/ STOP ARM / KICKPLATE / SEAL SET / LATCH GUARD - OUTSWING SET 105 LOCKEET - STOREROOM FUNCTION / HINGES / ELECTRIC STRIKE / DOOR CLOSER W/ STOP ARM / KICKPLATE / MOPPLATE / SEAL SET / LATCH GUARD - OUTSWING REVIEWED SET 106 LOCKSET - STOREROOM FUNCTION / HINGES / CLOSER / KICKPLATE / MOPPLATE / SEAL SET / FLOOR STOP FOR CODE COMPLIANCE SET 107 PRIVACY LOCKSET / HINGES / DOOR CLOSER / SEAL SET APPROVED SET 108 ELECTRIFIED CYL. LOCKSET (CLASSROOM FUNCTION) / ELECTRIC HINGE / HINGES / DOOR CLOSERS W/ STOP ARM / SEAL SET / WALL STOP SET 110 EXIT DEVICE - ACTIVE / EXIT DEVICE / ELECTRIC HINGES / 3-HINGES / DOOR CLOSER W/ STOP ARM / 8" KICKPLATE / 8" MOPPLATE / WALL STOP / SEAL SET APR 16 20111 SET 111 STOREROOM LOCK / ELECTRIC STRIKE / 4 - HINGES / DOOR CLOSER W/ STOP ARM / 8" KICKPLATE /-8" MOPPLATE / WALL STOP / LATCH GUARD-OUTSWING / SEAL SET SET 112 STOREROOM LOCK / 8-HINGES / DOOR CLOSER W/ STOP ARM / 2-FLUSH BOLTS / OVERLAPPING ASTRAGAL City Of Tukwila SINGLE DOOR TYPICAL CONDUIT REQUIREMENTS COORDINATE LOCATIONS WITH SECURITY VENDOR REFER TO SECURITY VENDOR DRAWING UNDER SEPERATE PERMIT 12'- 11'-6" S 11'- 0" t/ 10'-6" II 10'- 0" ' 1i 8' - 6' - 5' - 4' - 3' - - II II zo II e II co II 11 II II 11 II II II II II II Ir II II II 11 II II II r {y Lr�-- I>- IL — - —II h_ I I 1 �II—, L l r __ it_ n \ -11-11 11 \ 1I 11 11 I II 0 0 ELECTRIC HINGE BY GC ELECTRICAL LOCKSET BY GC_ -7-1=2° DOOR TO BE MORTISED BY GC, PANIC HARDWARE BY GC WHERE REQUIRED II 1 II Ir II 11 II II 11 II 11 11 11 11 11 'Il II 12'-0" II II II II 11 .II II I II L .� II 11 11 11 11 II LII J-BOX 6" x 6" x 4"D, GC 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 CABLE TRAY ON OPPOSITE SIDE OF WALL (OPTIONAL) SECURITY CAMERAS MOUNTED @ 10' - 0" DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION BY SECURITY CONTRACTOR, GC TO PROVIDE CONDUIT FROM FRAME TO J-BOX LOCATED ON SECURE SIDE. REFER TO SECURITY VENDOR PLAN FOR CONTACT LOCATIONS EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR SEC, GC TO PROVIDE HORIZONTAL TRIM RING OVER J-BOX WITHIN PARTITION LOCATED ON SECURE SIDE AS REQUIRED. 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, GC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION AND S CONDUIT TO CARD READER J-BOX WITH STRING LOCATED ON SECURE SIDE. LIGHT SWITCH - ZONE s LOCK ALARM BOX/UNIT EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL) CARD READER (ON OPPOSITE SIDE OF WALL) BY SECURITY CONTRACTOR, GC 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 DOUBLE DOOR TYPICAL CONDUIT REQUIREMENTS COORDINATE LOCATIONS WITH SECURITY VENDOR REFER TO SECURITY VENDOR DRAWING UNDER SEPERATE PERMIT 12'-0" 11'- 6" 11'- 0" 10' - 6" 10'-0" 8' - 0" 6' - 5' - ai -I /�"---�� L II EXIT II II 17 11 . 11 II II II / 4' - 0" s 3' - 6" S 0 0 0 0 ASTRAGAL ELECTRIC HINGE BY GC ELECTRICAL LOCKSET BY GC — INACTIVE LEAF ►� OOR TO BE MoRTISE0 BY GC, PA C HARDWARE BY G . WHERE REQ -ED 11 11 11 11 11 11 11 II II II 11 II 1I 11 II 11 I I 11 11 11 11 11 11 II 11 II II II II 11 1I 11 11 11 11 II 11 II j H II II II II 11 xl l'f ly r 11 It II 11 8" 11 11 11 11 11 11 11 II J-BOX 6" x 6"x 4"D, GC 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 CABLE TRAY ON OPPOSITE SIDE OF WALL (OPTIONAL) SECURITY CAMERAS MOUNTED © 10' - 0" DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION BY SECURITY CONTRACTOR, GC TO PROVIDE CONDUIT FROM FRAME TO J-BOX LOCATED ON SECURE SIDE. REFER TO SECURITY VENDOR PLAN FOR CONTACT LOCATIONS EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, GC 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, GC 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 EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL) CARD READER (ON OPPOSITE SIDE OF WALL) BY SECURITY CONTRACTOR, GC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION ELECTRIC STRIKE WITH CONDUIT TO SPLICE BOX ON SOME DOORS REFER TO DOOR SCHEDULE RECEIVED CITY OF TUKWILA APR 1 1 2011 PERMIT CENTER 10400 Rodgers Road Houston, Texas 77070 Phone: 281-3748644 Fax: 281-3748992 J Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505, VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 W U W ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.04.2014 HARDWARE COORDINATION 3 03.10.2014 ALTERNATE PRICING A. 4 04.01.2014 ADDENDUM 1 SEALISIGNATURE SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 J SHEET TITLE SCHEDULES Scale: As indicated _1 NOTES: SECURE SIDE OF DOOR 1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY GC 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. NOTE: SECURITY VENDOR TO PROVIDE ALL HARDWARE AND DEVICES. GC TO COORDINATE. NOTE: SECURITY VENDOR TO PROVIDE ALL HARDWARE AND DEVICES. GC TO COORDINATE. NOTES: SECURE SIDE OF DOOR 1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY GC 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. NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE J DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: A00.20 �02013 Gensler 04 06 07 08 10 0 L MECHANICAL YARD 122 J 0 VACANT • 115 116 • .• CORRIDOR 108 . . . . . . . . . . SHELL 119 117 .. 1 118 1 RAMP W/ HANDRAILS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 40' • 1 1 1 1 1 1 1 1 1 ■ MECH-1 11 11 11 1 1 II 11 n 104 1 1 1 1 1 1 1 1 40' 1 1 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION JAN 114 MECH -2 05 1 RR 113 RR 112 1 LANDING 1 1 10 14' 1 1 1 1 ,. DATA HALL 1 100 3756 SF NI L 10 CORRIDOR 108 1 MECH-4 1 MECH-3 107 1 235 S 1 1 1 1 102 3 1 1 1 1 1 1 1 1 1 MMR2 1 1 1 101 42' MMR1 109 1 1 _5' ISS 11i LOBBY 110.1 STORAGE 110.2 1 22' 0 VESTIBULE 111 08 (09 05 SHEET NOTES 01 SERVER CABINETS ARE INTENDED TO BE IN THE CENTER OF THE DATA HALL ARRANGED IN ROWS WITH AISLE ACCESS AROUND THE PERIMETER OF THE AREA BETWEEN ROWS OF CABINETS (24" X 48" WIDE). EGRESS TRAVEL DISTANCES ARE SHOWN ALONG THE PERIMETER AISLES. 02 NOT N E IT 03 PP OXIMATE LOCATIONS OF GENERATORS PURSUANT TO FINAL INSTALLATION ADJUSTMENTS, REQUIRED ON SITE CONDITIONS, AND COORDINATION WI 04 PROVIDE NFPA PANEL SIGN FOR DIESEL FUEL AT EACH STORAGE TANK AND AT INACTIVE LEAF LEADING INTO THE EQUIPMENT YARD. LOCATE SIGNAGE CENTERED ON DOOR 60 INCHES ON CENTER A.F.F. PROVIDE NFPA PANEL SIGN FOR SPECIFIED ELECTROLYTIC CHEMICAL WITHIN THE VALVE REGULATED ACID BATTERIES WITHIN THE ELECTRICAL ROOM. PROVIDE PANEL SIGN AT EACH BATTERY RUN AND ON THE INACTIVE LEAF (OUTSWING SIDE) OF THE DOOR INTO ELECTRICAL ROOM AND ON THE SINGLE DOOR (OUTSWING SIDE) INTO THE ELECTRICAL ROOM. LOCATE SIGNAGE CENTERED ON DOOR 60 INCHES ON CENTER A.F.F. PROVIDE PERMANENT SIGNAGE WITH THE WORDS "GENERATOR SHUT OFF SWITCH" INDICATING THE LOCATION OF THE SHUT OFF SWITCH OR BREAKER FOR EACH DIESEL GENERATOR. 07 PROVIDE PERMANENT SIGNAGE WITH THE WORDS "FUEL SHUT OFF VALVE" INDICATING THE LOCATION OF THE SHUT OFF VALVES FOR EACH DIESEL GENERATOR FUEL TANK. PROVIDE SIGN WITH THE WORDS "CAUTION - STANDBY GENERATOR AUTOMATICALLY STARTS DURING POWER OUTAGE" TO BE LOCATED AT THE MSB AND/OR ATS FOR EACH DIESEL GENERATOR. PROVIDE PERMANENT SIGN ON THE DOOR (OUTSWING SIDE) OF THE PRE ACTION ROOM WITH THE WORDS "CAUTION - DIESEL GENERATORS LOCATED IN THE EQUIPMENT YARD BEHIND BUILDING 6. VALVE REGULATED ACID BATTERIES LOCATED IN ELECTRICAL ROOM #118". 10 PROVIDE PERMANENT SIGNAGE ON THE WALL WITH THE BASE BUILDING SPRINKLER RISER ROOM WITH THE WORDS "CAUTION - DIESEL GENERATOR LOCATED IN THE YARD BEHIND BUILDING 6. VALVE REGULATED ACID BATTERIES LOCATED IN ELECTRICAL ROOM #118. 11 600KW DIESEL GENERATOR WITH 1,000 GALLON UL 142, FUEL STORAGE BASE TANK. 12 FUTURE LOCATION OF 600KW DIESEL GENERATOR WITH 1,000 GALLON, UL142, FUEL STORAGE BASE TANK. A STA' TING POI A A2 ROUTE A ENDS = 190'-0" B STARTING POINT B B1 ROUTE B ENDS = 146'- 0" RECEIVED CITY OF TUKWILA APR 1 1 2014 PERMIT CENTER NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281.374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 N W c a ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.04.2014 HARDWARE COORDINATION 3 03.10.2014 ALTERNATE PRICING 4 04.01.2014 ADDENDUM 1 1 REGISTERED ARCHITECT SIDNEY"L. SCARBORO STATE OF WASHINGTON SEAL/SIGNATURE SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 DRAWN: REVIEW: PROJECT NO.: 27.6699.006 J `0 2013 Gensler SHEET NO: A00.60 c co D:1RevitModels127.6699.006 - EdgeConnex n II II n II 11 11 11 11 1 1 II II n UP D2A FE LOADING DOCK 115 630 SF co 120A co ¢ co FE 116 (122A 115B 12'-8" A6A A PRE -ACTION 116 A6A TYP. 24'-6" 89 SF 119B Mih00C OD m 108C) (108D A6B UPSC1000 FBATT. I FRONT CPD I ILCPC 11000 TRND TRNC 1000 1000 1000 BATT. FRONT BATT. ELECTRICAL RM 118 2004 SF N 4'-4" co SHELL 119 3283 SF UPSD100C 1A6A 119A B ATT. IIA6kTT. STAGE 117 .283 SF 0'-0" • RAMP 0 1 0 2 8' - 0" CLEAR CO MIN. POSSIBLE DIM. IFE 24' 6" I FUT. C`RA15000 On c) co C RA • FRONT r-- L MECHANICAL YARD 122 2784 SF (FUT.) SB r-- L r L 1A6A D2A GSB 02000 (FUT.) FRONT FRONT UPSB1000 BATT. BATT. BATT. BATT. B ATT. B ATT. UFISA1000 -MECH-1----- 104 381 SF 10'-2" -"'MECH-3 1 102 398 SF MMR2 101 234 SF I 1 6A FRONT FRONT FRONT FRONT 'FRONT 0 1000FRONT FRONT 1000 o rr MDPC IATSC MDSC 1 L MDPD 1000 MDSD ATSD 1000 1000 FRONT FRONT FRONT PLC 01000 ATSB 100C MDSB 1000 MDSA 1000 ATSA 1000 I-KONI FRONI FRONT PDUD1000 "I261000 PDUB1000 PDUA1000 0 CD a_ o 0 N� 0 A6 1 0 24' - 6" U z 100 2001 3oo1 2d0. 0. 3 00. 3- 1001 4..... 2001 • 1C0. HOT AISLE rt 1100. 1°131 7...........E-8jL.D.....A I -LE 1 1 i 2d0. 00. 3001 1 3 3 ..4._t......_.... 400. 400. 400. 100. 400. 1...__..._.2-_ .......3.._.... _4_.... 5- 500. 500. 2 Al2.501 600. 600. 2 700. 700. ;PsP 16 700. 700. 12.01 500. 3 00.1500. 4 j 5- 600. 00 700. 700. 00 P. 600. 7po. 700. 1200. 2001 0. 300. 300 COLD AISLE 2d0. 1100. 200. 3C0. 300. 400. 6 400.1400. 400. 400. j 400. 500. 5 500. 7 I 500. 500. 1500. 500. 2S 9" 1C/ 7T DATA HALL 1 100 3756 SF 600.I600. 6-- 7 800 6 700 600. 600. 6 I 700. 70o O0. 700. 700. 700. 700. 700. 700.17 P1 �C ? C Ct9-A+L; � I 400. 12 500. 12 100 2001 300 1C0. 200. 300. 400. 400.1400. T3_ 14 500. 03 600: 600. 600. 600. -71 12 -T3- 11 500. 14 600. 1101 3. 3 40. 500.15 T5 6 5 FE CD ¢j - - 41100 600.16 0. 800. 800. 800 ` 800. 800 7 700 7 700. 700. 8- 9 700. 10 12.50 1-1 800. 700. 700. TYP. 24' - 6" 800. 7.5 800. 800. 8 (122B> MDPB 1000 REFER TO STRUCTURAL FOR EQUIPMENT PAD DESIGN MECH - 105 426 SF FE DH 26 107 235 SF_ 109 24' - 6" 114 TYP. 106 RR 108 A6A HIGH GYP. 314 SF CASED OPENING RR A6A I SS 110 STORAG 110.2 A6A 70 SF 24' - 6" - 0" A6A 11 AA CD CD 3 `6, REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION SHEET NOTES C6 PROVIDE AND INSTALL GALVANIZED CHAIN LINK FENCE 101-0" HIGH. PROVIDE TENSION WIRE ACROSS BOTTOM. GALVANIZED POSTS TO BE SPACED 4'-0" 0.C. MAXIMUM, PLACED IN CONCRETE FOOTING 30" DEEP AND 12" DIAMETER. PROVIDE 3'-0" WIDE X 8'-0" HIGH GATE NEAR ELECTRICAL CLOSET AND PAIR OF 3'-0" WIDE X 8'-0" HIGH GATES ACROSS FROM EXIT DOOR AS SHOWN. ABOVE GATES PROVIDE CROSS MEMBER AND CHAIN LINK TRANSOM. GATES WILL HAVE THREE (3) HINGES EACH AND ONE (1) LOCKABLE 42" HIGH EZ LATCH. REFER TO DETAIL 5/Al2.10 SIM. FOR POST FOOTING. C7 TATE INC. RAMP ASSEMBLY SLOPE >1:12, LENGTH OF RAMP >301-0". 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. C8 TATE POSI-LOCK STAIR ASSEMBLY. PROVIDE ALUMINUM HANDRAIL ON BOTH SIDES SUPPORTED BY NON-COMBUSTIBLE WOOD BLOCKING WITHIN THE PARTITION TO ALLOW 250 LB. SHEAR LOAD CAPABILITY. BOTH SIDES ARE TO BE WALL MOUNTED. C9 MOP SINK. REFER TO PLUMBING SHEET. C10 RAISED ACCESS FLOORING IS TO BE LAI OUT WITH THIS COLUMN AS THE ORIGIN. STRINGER LINE GOING NORTH/ SOUITH IS TO BE ALIGNED ON THE WEST EDGE OF COLUMN. TILES GOING EAST/WEST ARE TO BE CENTERED ON THIS COLUMN. PLEASE CONFIRM RAISED FLOOR LAYOUT FOR MEP APPROVAL PRIOR TO PARTITION AS NOTED: LARSEN 818 BRACKET OR LARSEN RECESSED CABINET 2409-R1 HORIZONTAL DUO CLEAR ACRYLIC DOOR WHITE BAKED ENAMEL MOUNT BOTTOM C13 TATE INC. RAISED ACCESS FLOOR: "CONCORDE 1250" WITH 4' BOLTED STRINGER AND GRATEAIRE PERFS 11'-11 0 DECK ABOVE. C20 REFER TO 8/Al2.50 FOR PARTITION BELOW THRESHOLD. C21 RE: Al2.51 FOR SEISMIC DETAILS. C22 REFER TO ENG. DRAWINGS DETAIL 03/M7.2 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 TVVO (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 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" 0.C. BOTH WAYS, WELDED AT THE FRAME & CROSS POINTS. THE DATA HALL IS THE SECURE SIDE. C23 EXISTING OVERHEAD DOOR TO REMAIN. C24 LOCATE KNOX BOX 48" A.F.F. LOCK BOX PROVIDED AND INSTALLED BY SECURITY VENDOR. C25 STOREFRONT AND CONCRETE SILL TO BEA REMOVED AND MODIFIED TO ACCEPT NEW STOREFRONT DOOR AND SIDELIGHT. C26 CONCRETE HOUSEKEEPING PADS. REF: 7/Al2.10 C27 REPLACE DAMAGED MINI BLINDS. C28 PROVIDE NEW MINI BLINDS ON THIS DOOR C29 REFER TO 6/Al2.01 FOR INFILL WALL DETAIL GENERAL NOTES A RE: A00 DRAWING 8ERIES FOR SCHEDULES, LEGENDS, SYMBOLS AND ABBREVIATIONS. B RE: A00 SHEET SERIES FOR CODE ANALYSIS RELATED TO PROJECT. C RE: Al2.00 FOR PARTITION TYPES D DOOR NUMBERS ARE THE SAME AS THE ROOM. MULTIPLE DOORS INTO A SINGLE ROOM HAVE AN ALPHABETICAL DESIGNATION. RE. A00.20 FOR DOOR SCHEDULE AND TYPES. E ALL EXISTING DOORS, FRAMES AND HARDWARE TO REMAIN ARE DESIGNATED WITH AN "E" 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 H PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNO. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESSES AND MOUNTING OF FINISHES. RECEIVED CITY OF TUKWILA PERMIT CENTER NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281-374-8992 Gens er 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 (DX CD CD C.3 CD C.3) CD CO CO LU 0 CO co LLI LLI CD ( ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 4 04.01.2014 ADDENDUM 1 Ni°23 REGISTERED ARCHITECT _um]STATE OF WASHINGTON SEAUSIGNATURE SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 [SHEET TITLE CONSTRUCTION PLAN Ref. North DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: A02.01 2013 Gensler D:\RevitModels\27.6699.006 - EdgeConnex / CLO3 \ 17'-0" 17' - 0" 17' - 0" 18 y Jr4'-0" 'NI IN IN NI MOUNT THESE LIGHT FIXTURES @ 12'-0" ABOVE CONCRETE DECK II 8'-0" 4' - 8'-0" II 8'-0" 1 1 1 1 1 1 1 1 1 1 1 PPPPP PPPPP II 4'-0" 8'-0" 4'-0" CLO3 \ PPPPP PPPPP DATA HALL 1 100 3756 SF 8'-0" P P P 4'-0"4 8'-0" 4 PPPP 8' - 0" 0 0 co 0 0 Bo 0 / CLO3 \ CL01 46 5 PPPPP PPPPP PPPPP P P P P PPPPP P P P 1 1 P P MMR 1 101 234 S CL31 P P P PPPPP P PPPP PPPPP P PPPP P P P P P PPP / CLO3 \ MMR1 -i 109 226 SF CL01 (4'-6�� 16 JAN 114 RR 110.2 80 SF L01 C9' 0" C9' - 0D RR 111 REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION SHEET NOTES 01 CENTER FIXTURE ON CEILING TILE. ORIGIN OF CEILING AT MOUNTING LOCATION. 03 INSTALL ALL PENDANT SUSPENDED FIXTURES @ 1 0'-0" A.F.F. PLUMB ALL STEM, AIRCRAFT CABLE, AND APPURTENANCES USED TO SUPPORT SUSPENDED LIGHT FIXTURES. PROVIDE AND INSTALL UNI-STRUT AT STRUCTURE FOR LIGHT. SUSPENSION AS REQUIRED. 04 ALL WALL MOUNTED FIXTURES TO BE WALL MOUNTED @ 8'-2" TO BOTTOM OF FIXTURE. 05 CEILING GRID ALIGNS WITH FLOOR GRID EXACTLY. REFER TO RAISED ACCESS FLOOR ORIGIN IN ROOM 100 DATA HALL. 06 RE: Al2.51 FOR SEISMIC DETAILS. SEISMIC NOTE: ALL PENDANT SUSPENDED LIGHT FIXTURES TO BE GUYED OF PURSUANT TO' LOCAL CODE. GENERAL NOTES 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 FRO TSP OF CONCRETE DECK. C NTER ALL EXIT SIGNS, M • E 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. RECEIVED CITY OF TUKWILA APR 1 1 2014 PERMIT CENTER NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281-374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMK Consulting Engineers Civil& Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.10.2014 ALTERNATE PRICING �2\ 3 04.01.2014 ADDENDUM 1 SEAL/SIGNATURE SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE REFLECTED CEILING PLAN Scale: 1/8" =1'-0 DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: A04.01 �0 2013 Gensler SHEET NOTES f D:\RevitModels\27.6699.006 - EdgeConnex - Seattle_R13_Justin Hoffman.rvt u PRE -ACTION 116 6'-1" LOADING DOCK 115 117 'NO FINISHES;,; ,REQUIRED U. EM EN 117 115 02 MECH-1 104 PT03 RB02 104 100 ELECTRICAL RM 118 R� AA a-- i i ME s. s NM M - - ■ ■ MN MECH-3 02 3-{Al2.10 MECH -2 105 114113 114 PT03 RB02 113 TL02 TL03 112 RR 112 �1\ (PT03\ LANDING PT03 RB02 1 1 1 1 1 07 106 PT01 RB01 z\ 11 CP 01 LOBBY 110.1 PT03 r CORRIDOR RB02 PT03 RB02 MMR2 101 4 PT03 RB02 04 101 MMR1 108 PT01 TLO3 16 ISS \ STORAGE VESTIBULE 110 110.2 111 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 12'-0" A.F.F. TO BE PAINTED PT05 04 PAINTED (PT03) ALIGN WITH SERVER ROWS ON FLOOR GRID. CORD WITH MEP. SEE ELEV. 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. PAINT ALL DRYWALL CEILINGS "PT-02", UNO. H. PAINT ALL OPEN PLEMUM SPACE, INCLUDING DUCTWORK, CONDUIT AND OTHER EQUIPMENT "CL03", UNO. J. RE: DOOR SCHEDULE FOR COLOR OF DOORS AND FRAMES. K. RE: ELEVATIONS FOR MILLWORK FINISHES. L. RE: A13.00 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. REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION ©© BYADA CENTRAL INC. COLOR: ROOM SIGNS BLUE, TEXT COLOR: HIGH CONTRAST WHITE, BRAILLE #2 RM NO. TEXT SIGN DIM. SIGN SPEC 100 101 102 104 105 107 109 110 112 113 114 115 116 117 118 DATA HALL MMR-2 MECH-3 MECH -1 MECH - 2 MECH - 4 MMR -1 ISS RESTROOM RESTROOM JANITOR LOADING DOCK PRE -ACTION STAGE ELECTRICAL 6"X4" 6" X 4" 6" X 4" 6" X 4" 6" X 4" 6" X 4" 6" X 4" 6"X4" 6" X 9" 6" X 9" 6"X4 6"X4" 6" X 4" 6" X 4" 6" X 4" CUSTOM SIGN CUSTOM SIGN CUSTOM SIGN CUSTOM SIGN CUSTOM SIGN CUSTOM SIGN CUSTOM SIGN CUSTOM SIGN UNISEX ACCESSIBLE RESTROOM UNISEX ACCESSIBLE RESTROOM CUSTOM SIGN CUSTOM SIGN CUSTOM SIGN CUSTOM SIGN CUSTOM SIGN RECEIVED CITY OF TUKWILA APR 1 1 2014 PERMIT CENTER NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281-374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 J VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 J J co co W 00 CO W UJ CO Uj ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.04.2014 HARDWARE COORDINATION 3 03.10.2014 ALTERNATE PRICING 4 04.01.2014 ADDENDUM 1 REGISTERED ARCHITECT p� SIDNEY L. SCARBOpO STATE OF WASHINGTON SEAL/SIGNATURE SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 FINISH PLAN i Scale: As indicated SHEET TITLE DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: A05.01 ©2013 Gensler J NUMBER GRAPHIC PAINTED BLACK FONT: TBD SIZE: 12" MOUNTED AT 12'-0"A.F.F. PAINTED (PT03) ALIGN WITH SERVER ROWS ON FLOOR GRID. COORD WITH MEP RAISED FLOOR (RB01) RUBBER BASE TYP ♦ 0 0 LINE OF CEILING SINK SPEC. E.Q. E.Q. KOHLER - BRENHAM K 199-1 WALL MOUNT BATHROOM SINK WITH SHROUD (ONE HOLE) FAUCET SPEC: AMERICAN STANDARD 2064.101 SERIN SINGLE CONTROL MONOBLOC POLISHED CHROME Cio PROVIDE GRAB BARS AS REQUIRED RE: SHEET A00.40 INCLUDING VERTICAL GRAB BAR PORCELAIN TILE FLOOR AND 4" BASE (TL01) g_ C A c) 1'-5" 4'-5" 1' - 8" WALL MOUNTED LIGHT FIXTURE AS SCHED. CENTER ON ROOM. w o� 0U) w 01 U 0w I--_ w ce PORCELAIN TILE WALL (TL02) (GL01) MIRROR FINISH ALL WALLS WITH SPECIFIED TILE ELEVATION @ RESTROOM SINK WALL SCALE: 3/8" =1'-0" 7\ b a PLAM COUNTERTOP AND BACKSPLASH (PL01) PLAM CABINETS (PL02) rN Al2.10 nisi( — u \ —) / / \ / u / \ u \ / / X — \ \ —X / u / \ (--X \ 2 EQUAL 1 2' - 0" 1 4 EQUAL 8'-0" PAINTED (PT01) SINK SPEC: ELKAY- GOURMET BLR15 SINK (ONE HOLE) FAUCET SPEC: AMERICAN STANDARD 2064.101 SERIN SINGLE CONTROL MONOBLOC POLISHED CHROME SINGLE LEVER CONTROL ELEVATION @ BREAK AREA SCALE: 3/8" =1'-0" SERVER WALL ELEVATION SCALE: 1/4" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION ALIGN y EQ. EQ. EQ. EQ. EQ. I I //� // / 7/ / // TYP. 1 WALL THICKNESS IS VARIABLE. 7 12.50 iI nn i L of a Sm o 2 I _ �11.00 M I N .010 r d w ALUM. EXTRUDED FRAMES 11/2" FACE W/ ANODIZED FINISH. 1/4" CLEAR TEMPERED GLASS. DRINKING FOUNTAIN SPEC. HI-LO ADA ACCESSIBLE HALSEY TAYLOR MODEL: HRFESBP STANDARD FINISH: STAINLESS STEEL PROVIDE CANE TOUCH APRON MODEL: 97258C FINISH: BLACK ABS PLASTIC MOUNT AT 27" A.F.F. TO THE BOTTOM OF THE LOW FOUNTAIN CORRIDOR ELEVATION SCALE: 1/4" = 1'-0" 4 NEW DOOR TO MATCH EXISTING NEW MULLIONS TO MATCH EXISTING NEW SIDELIGHT TO MATCH EXISTING EXTERIOR GLASS //// / 7 EXISTING STOREFRONT EXISTING STOREFRONT EXISTING STOREFRONT EXISTING MULLION LOCATIONS // 0 ♦ 5'-7" 1.- 11 1/2" ir NEW OPENING NEW EXTERIOR DOOR ELEVATION 5 14'-6" A.F.F. 2'-6" A.F.F. 0 RECEIVED CITY OF TUKWILA APR 1 1 2014 PERMIT CENTER 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281-374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 J a x cD W V) 0 0 W co W J ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.04.2014 HARDWARE COORDINATION 3 03.10.2014 ALTERNATE PRICING 4 04.01.2014 ADDENDUM 1 REGISTERED ARCHITECT SIDNEY"L. SCAABORO STATE OF WASHINGTON SEAIJSIGNATURE SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 J SHEET TITLE ELEVATIONS Scale: As indicated J SHEET NO: SCALE: 1/2" =1'-0" NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE J DRAWN: REVIEW: PROJECT NO.: 27.6699.006 0 2013 Gensler A11.00 J n \RavitMnripls\77_RR:A_MF - FrdnPCnnnex - SP_attlk_ R13 Justin Hoffman.rvt 1 VACANT SHELL TENANT 2" RIGID INSULATION W/ R19 RATING CONTINUOUS VAPOR BARRIER BATT INSULAITON 5/8" GYP. BD 6" METAL STUD SAME CONSTRUCTION AS 1A6A WITH EXCEPTION OF RIGID INSULATION AND VAPOR BARRIER DEMISE WALL DETAIL SCALE: 3" =1'-0" 11A 12.00 L Sim 2 TYP. 12.01 EXIST. STRUCTURE EXIST. TILT -UP CONCRETE PANEL EXIST. STUCCO SOFFIT OVER GYP. SHEATHING AND METAL FRAMING EXIST. PILASTER BEYOND EXIST. WINDOW IN ALUMINUM FRAME NEW INTERIOR PARTITION EXIST. TILT -UP CONCRETE PANEL EXIST. CONCRETE SLAB WALL SECTION SCALE: 3/4" =1'-0" 8 // I // // // / // // // } 5/8" GYP. BD 16 GUAGE METAL STUD J MOLD EXIST. STRUCTURE J MOLD HANDRAIL SEE 5/Al2.50 COLUMN DETAIL SCALE: 3" = 1'-0" • r• 4 r. 0 / \ —I---� `\ __ °°°°I °�°�� • DEMO EXIST. ROLL -UP DOOR AND HARDWARE EXIST. TILT -UP CONCRETE WALL CONTINUOUS 3/4" FRY REGLET REVEAL AROUND PERIMETER OF OPENING, DEPTH AS REQUIRED. 4" CMU FLUID APPLIED VAPOR PERMEABLE AIR BARRIER OVER CMU. FLOAT BLOCK WALL WTH PORTLAND CEMENT AND SMOOTH SO THAT MORTAR JOINTS ARE NOT VISIBLE FROM ANY REASONABLE ANGLE, PAINTED PLASTER FINISH TO MATCH EXIST. TILT -UP CONCRETE PANELS. PAINT AND TEXTURE MUST BE APPROVED BY LANDLORD PRIOR TO APPLICATION CONTINUOUS 3/4" FRY REGLET REVEAL AROUND PERIMETER OF OPENING, DEPTH AS REQUIRED. EXIST. CONCRETE SLAB rt INFILL WALL SECTION SCALE: 3" = 1'-0" s WALL BETWEEN JOISTS "FIRE TRACK CORPORATION" RATED SLIPHEAD TRACK SYSTEM WITH (1) LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE. TRACK GAGE TO MATCH STUD GAGE. (U.L. DESIGN SYSTEM NO. HW-D-1011) TRACK DESIGN TO ALLOW 4" OF COMPRESSION AND 1/2" OF EXTENSION MOVEMENT. N MINERAL WOOL BATT INSULATION. 4PCF MIN. DENSITY FIRMLY PACKED INTO FLUTES. DECK FLUTE SEALANT W/ U.L. LISTING AT CONNECTION TO DECK AND SURROUNDING ALL PENETRATIONS. FB-2000 BY "3M" OR OTHER W/ APPROVED U.L. LISTING. 1 5/8" METAL FURRING CHANNELS OR WOOD PURLIN WITH (1) LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE. METAL STUD WITH (1) LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE. (U.L. DESIGN NO. U 419) FASTEN TRACK WITH TYPE "S" OR S-12 SELF -TAPPING SCREWS AT 24" O.C. PER THEIR LISTING. 1-HR SLIPHEAD PARALLEL TO JOIST SCALE: 1 1/2" =1'-0" 1 EXTEND PLYWOOD TO DECK ABOVE HEAD OF WINDOW. REMAINDER OF ASSEMBLY CONTINUES TO DECK. 3" AIR GAP 3/4" ABC EXTERIOR PLYWOOD, PAINTED DARK GREY IN AIR GAP. CLEAN WINDOWS AND CLOSE BLINDS PRIOR TO ERECTION. CONTINUOUS VAPOR BARRIER ON 2" RIGID INSULATION 5/8" GYP. BD ON 21/2" METAL STUD, 16" O.C. MAX EXISTING STOREFRONT SYSTEM TO REMAIN PLYWOOD ASSEMBLY @ EXISTING STOREFRONT 2 SCALE: 1 1/2" =1-0 SEALANT JOINT FRY REGLET MOLDING METAL END CLOSER \tk EXISTING BUILDING MULLION & GLAZING SYSTEM 1/2" X 2-1/2" NEOPRENE DOUBLE SIDED TAPE, 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 PARTITION TO MULLION PLAN DETAIL SCALE: 3" =1'-0" 5/8" GYP. BD. 16 GUAGE METAL STUD AT OPEINING 1/4" CARRIAGE BOLT 2 1/2" X 2 1/2" METAL ANGLE J MOLD 1/4" SECURITY GRILLE DETAIL @ SECURITY GRILLE SCALE: 3"=1-0 4 GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION LEGEND RECEIVED CITY OF TUKWILA APR 1 1 214 PERMIT CENTER NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281-374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 J VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 J 1 x CD (-3 co u) 0 ISSUES & REVISIONS Issue #. Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.10.2014 ALTERNATE PRICING 2/ 3 04.01.2014 ADDENDUM 1 REGISTERED ARCHITECT SIDNEY-L. SOARBORO STATE OF WASHINGTON J SEAL/SIGNATURE SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE PROJECT SPECIFIC Scale: As indicated t DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: Al2.01 \.0 2013 Gensler D:1RevitModels127.6699.006 - EdgeConnex - Seattle R13 Justin Hoffman.rvt t FINISH SCHEDULE SYMBOL MANUFACTURER/DESCRIPTION SYMBOL MANUFACTURER/DESCRIPTION RB01 BASE - RUBBER BASE MANUFACTURER: ARMSTRONG STYLE/SERIES: COVE COLOR: MILK SIZE: 4" HIGH NUMBER: 23 LOCATION: REF PLAN, AT (PT01) & (PT02) WALLS PT01 TYPICAL PAINT MANUFACTURER: BENJAMIN MOORE COLOR: CHANTILLY LACE FINISH: EGGSHELL NUMBER: OC-65 LOCATION: REF PLAN, PUBLIC AREAS RB02 BASE - RUBBER BASE MANUFACTURER: ARMSTRONG STYLE/SERIES: COVE COLOR: SHALE SIZE: 4" HIGH NUMBER: 13 LOCATION: REF PLAN, AT (PTO4) & (PT03) WALLS PT02 TYPICAL PAINT MANUFACTURER: BENJAMIN MOORE COLOR: CHANTILLY LACE FINISH: SEMI GLOSS NUMBER: OC-65 LOCATION: REF PLAN, DATA CENTER PL01 PLASTIC LAMINATE MANUFACTURER: NEVAMAR COLOR: GUNMETAL NUMBER: S6020T LOCATION: BREAK - REF ELEVATIONS PT03 PAINT MANUFACTURER: BENJAMIN MOORE COLOR: CLASSIC GRAY FINISH: SEMI GLOSS NUMBER: 1548 LOCATION: REF PLAN, EXPOSED COLUMNS & BACK OF HOUSE AREAS PLO2 PLASTIC LAMINATE MANUFACTURER: NEVAMAR COLOR: CHALK WHITE NUMBER: S7024T LOCATION: BREAK - REF ELEVATIONS PT04 ACCENT PAINT MANUFACTURER: BENJAMIN MOORE COLOR: BLUEBERRY FINISH: EGGSHELL NUMBER: 2063-30 LOCATION: REF PLAN PT05 DOORS AND FRAMES PAINT MANUFACTURER: BENJAMIN MOORE COLOR: STORMY SKY FINISH: SEMI GLOSS NUMBER: 1616 LOCATION: DOORS AND FRAMES PF01 FIBERGLASS REINFORCED PANEL MANUFACTURER: CS ACROVYN COLOR: CHARCOAL NUMBER: 162 LOCATION: DOCK WALLS NOTE: 8'-2" HIGH PT06 EPDXY ENAMEJLFPAINT ERW1N MANUF URER: SH - WILLIAMS STYL SE CO • R: N 0T USED D N A INTS HE L.rvn i rw r' rn"m 1 1 v rrlvvrlJL A vvLrrrvILIV 1 yr r LESS TH • N 0.6 NIT.I MEDIATELY T SAND GRIT ICTION OF NOT C001 CONCRETE FLOOR SEALER NAME:EVERCLEAR - BREATHABLE 100% ACRYLIC CONCRETE SEALER MANUFACTURER: THE EUCLID CHEMICAL COMPANY NOTE: HIGH SOLIDS, NOW -YELLOWING, SEALING COMPOUND WITH A VOC CONTENT OF 250 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART (EPA METHOD 24) CP01 CARPET MANUFACTURER: MOHAWK GROUP - BIGELOW STYLE/SERIES: TRAVEL TIME MODULAR COLOR: PENINSULA DESCRIPTION: QUARTER TURN INSTALLATION LOCATION: REF PLAN VENDOR CONTACT: SUSAN LEATH, 972.467.5785 GL01 MIRRORED GLASS MANUFACTURER: BOBRICK STYLE/SERIES: B-165 2448 SIZE: 24" W x 48" H DESCRIPTION: CHANNEL - FRAME DESCRIPTION (CONT): (CONT) : ONE PIECE, 1/2" X 1/2" X 3/8" CHANNEL - FRAME THICKNESS: 1/4" LOCATION: RESTROOM NOTE: TYPE 430 STAINLESS STEEL WITH BRIGHT -POLISHED FINISH. MITERED CORNERS. FRAME SCREW PERMITS EASY REPLACEMENT OF GLASS. NO. 1 QUALITY, 1/4" (6MM) GLASS MIRROR; WARRANTED AGAINST SILVER SPOILAGE FOR 15 YEARS. GALVANIZED STEEL BACK SECURED TO CONCEALED WALL HANGER WITH THEFT -RESISTANT MOUNTING. TL01 PORCELAIN FLOOR TILE MANUFACTURER: CONCEPT SURFACES STYLE/SERIES: COMPRESSED COLOR: GRAFFITO FINISH: MATTE SIZE: 12" X 32" DESCRIPTION: SPACERS REQ'D FOR INSTALLATION GROUT: NATURAL GROUT: 1/8" LOCATION: RESTROOM VENDOR CONTACT: GEOFF GROSS, 972.386.4900 TL02 PORCELAIN WALL TILE MANUFACTURER: CONCEPT SURFACES STYLE/SERIES: COMPRESSED COLOR: IVORY FINISH: MATTE SIZE: 12" X 32" DESCRIPTION: SPACERS REQ'D FOR INSTALLATION GROUT: NATURAL GROUT: 1/8" LOCATION: RESTROOM VENDOR CONTACT: GEOFF GROSS, 972.386.4900 TL03 AA PORCELAIN TILE BASE MANUFACTURER: CONCEPT SURFACES STYLE/SERIES: COMPRESSED COLOR: GRAFFITO FINISH: MATTE SIZE: 4" HIGH X 32" DESCRIPTION: SPACERS REQ'D FOR INSTALLATION GROUT: NATURAL GROUT: 3/16" LOCATION: RESTROOM VENDOR CONTACT: GEOFF GROSS, 972.386.4900 NOTE: CUT SIDE OF TILE TO FACE DOWN AT FLOOR CLOI TYPICAL CEILING TILE MANUFACTURER: CERTAINTEED STYLE/SERIES: PERFORMA FINE FISSURED #HHF-157, TRIM EDGE, LAY -IN PANELS COLOR: SILVER LINING SIZE: 24" X 24" NUMBER: 16PCS PER CARTON / 64SF PER CARTON / 20 CARTONS PER PALLET LOCATION: REF RCP SUPPLIER: PURCHASE THROUGH LOCAL DISTRIBUTOR - SEE CERTAINTEED CONTACT INFO PROVIDED SUSPENDED CEILING GRID: CERTAINTEED CLASSIC STAB, INTERMEDIATE DUTY, 15/16" COLOR: STD. STOCK WHITE CS12-12-15 MAIN RUNNERS, 12' LENGTH - (20 PCS PER CARTON / 240 LF PER CARTON / 50 CARTONS PER PALLET) CS2-12-12 CROSS TEES 2' LENGTH - (60 PCS PER CARTON / 120 LF PER CARTON / 100 CARTONS PER PALLET) WA15-15 15/16" WALL ANGLE PURCHASE THROUGH LOCAL DISTRIBUTOR - SEE CERTAINTEED CONTACT INFO PROVIDED * REF SHEET Al2.5 PERFORATED CEILING TILE CLO2 1 FOR SEISM STYLE/SERIES: PERFORATED METAL PANELS, SQUARE EDGE SIZE: 24" X 24" DESCRIPTION: USED FOR RETURN AIR GRILLES LOCATION: REF RCP VENDOR CONTACT: PURCHASE THROUGH SPECIFIED INTERIORS -SEE BELOW NOTE: TILES TAGGED 'P' ON REFLECTED CEILING PLAN CONTACT: GAYNOR SHERER OR TONY BOXELL PHONE: 281-655-8433 EMAIL: GS@SPECINTERIORS.COM OR TB@SPECINTERIORS.COM LEAD TIME FROM DATE OF ORDER: 4 WEEKS DIRECT SHIPMENT FROM FACTORY VIA LTL FREIGHT IC REQUIREMENTS CLO3 EXPOSED CEILING DESCRIPTION: OPEN TO ABOVE LOCATION: REF RCP REF SHEET A05.01 FOR FINISH INSTRUCTIONS CLO4 CEILING TILE MANUFACTURER: ARMSTRONG S'T'YLE/CRI=C• r I IKIG C(11 IAR= I AV_IKI LT N 0 T USED NOTE:OCAVI( SUSPEr CHICAG... �_.... , ..., .. , ..�..,.... ..T. INTERMEDIATE DUTY T-BAR GRID SUSPENSION, GALVANIZED STEEL, 24" X 24" MODULE; SUSPENSION FINISH: SILVER SATIN REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION PAINT CURBS SAFETY YELLOW #3 REBAR @ 12" O.C. 3000PSI CONCRETE ROUGH UP EXISTING CONCRETE DECK AND APPLY BONDING AGENT CONCRETE ANCHOR AT EACH CORNER AND SPACED EVERY 4'-0" IN BETWEEN WIRE TO REBAR EXISTING CONCRETE DECK EQUIPMENT PAD DETAIL SCALE: 1 1/2" =1'-0" 2'-1" 25" MAX TO CONTROLS j i i %W /w/ i om u SCHEDULED FAUCET REF ELEVATION FOR BACKSPLASH CONDITION — SCHEDULED SINK EDGE -MOUNTED PULL MOUNTED HORIZONTAL, SEE SPEC (RE: TYPICAL P-LAM EDGE DETAIL) WOOD SHIM P-LAM DOOR WITH COLOR CORE EDGE BACKER PANEL SCHEDULED PARTITION SCHEDULED FINISH FLOORING BASE CABINET WITH SINK PLAM COUNTERTOP SCALE: 1 1/2"1-0 — 2' - It 3 12.10 i • n REF ELEVATION FOR BACKSPLASH CONDITION COUNTERTOP EDGE -MOUNTED PULL MOUNTED HORIZONTAL, SEE SPEC (RE: TYP CABINET DOOR 4/Al2.10) WOOD SHIM ADJUSTABLE SHELF W/ P-LAM EDGE SUPPORTED ON MTL CLIPS P-LAM DOOR BACKER PANEL SCHEDULED PARTITION WHITE MELAMINE AT ALL INTERIOR SURFACES P-LAM BASE SCHEDULED FINISH FLOORING BASE CABINET WITH SHELVING SCALE: 1 1/2" =1'-0" 2 PLASTIC LAMINATE, AS SCHEDULED /itiirri1ir/hill/iiiiiiii/ii/iiiiiiiiiriiliiii/iririiiiiri BLOCKING AS REQ'D SUBSTRATE MATERIAL NOTE: US THE DETAIL AT ALL PLASTIC LAMINATE COUNTERS N 7 TYPICAL PLAM EDGE SCALE: 12" =1-0 I L L_ 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. 3000 PSI CONCRETE PIER PIPE BOLLARD DETAIL SCALE: 1/2" = 1'-0" 1 MOUNT HARDWARE AS SHOWN ON DOOR FACE. STANDARD WIRE PULL, BRUSHED STAINLESS STEEL FINISH. s TYPICAL CABINET DOORS SCALE: 1" =1-0 4 GENERAL NOTES LEGEND RECEIVED CITY OF TUKWILA APR 1 1 2014 PERMIT CENTER NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281-374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 1 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 J 3425 S. 116TH STREET TUKWILA, WA 98168 ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.04.2014 HARDWARE COORDINATION 3 03.10.2014 ALTERNATE PRICING A. 4 04.01.2014 ADDENDUM 1 REGISTERED ARCHITECT .SIDNEYL. SCARBORO STATE OF WASHINGTON SEALISIGNATURE SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 J r SHEET TITLE DETAILS Scale: As indicated DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: Al2.10 v0 2013 Gensler J EXISTING 2 X 4 SUB-PURLINS AT 2'-0" O.C. EXISTING PURLIN PER PLAN EXISTING BEAM PER PLAN 'IAr .1 ik IA Ni iV Ai-- rw . FA// 3/16 L4 X 4 X 1/4 BUCKET SECURED TO EXISTING BEAM WITH (12) 1/4" DIA. X 3" SIMPSON 'SDS' SCREWS SECURE NEW CHANNEL TO SIDE OF EXISTING 4' PURLIN WITH 1/4" DIA: X 3" SIMPSON 'SDS' SCREWS AT 12" O.C., ON 6" STAGGER. OSECTION CONDENSER SUPPORT DETAIL SECURE SLEEPER WITH (4) SIMPSON .A34' FRAMING PLATES SECURED WITH SIMPSON #9X11/2"SCREWS —� EXISTING 2 X 4 SUB-PURLIN AT 2'-0" O.C. • EXISTING PURLIN PER PLAN N co cn Z w 1 L1. 0 w 1Y 5 w cc 0 Z L1• S10-01.dwg CONDENSING UNIT BY OTHERS SECURE EACH LEG OF UNIT TO SLEEPER I WITH 1/2" DIA. X 4" LAG BOLT NEW SUPPORT FRAMING PER PLAN SUPPORT LEG OF NEW CONDENSER EXISTING 2 X 4 AT 2'-0" O.C. (3) EQ. SPACES UNIT WIDTH + 6" SLEEPER 24'-6" WATERPROOF UNIT ANCHORAGE THROUGH CAP FLASHING BY OTHERS NEW SHEET METAL CAP FLASHING BY OTHERS • NEW CANT AND ROOFING. PATCH AS REQ'D. BY OTHERS NEW 6 X 6 X REQ'D. P.T. SLEEPER NEW OR EXISTING FRAMING. VERIFY UNIT ALIGNMENT TO ALLOW PLACEMENT BETWEEN EXISTING 2 X 4 SUB-PURLINS AS NECESSARY AT 4 X 4 SUPPORT HEADER LOCATIONS SLEEPER DETAIL SECURE UNIT TO SLEEPERS WITH (4)1 1/2" X 1 1/2" 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 �\ NEW4X4LSLBELOW WITH SIMPSON'LUS4X4' • FACE MOUNT HANGERS PER PLAN CONDENSER SUPPORT DETAIL 3/16 V (2) #4 AT TOP 1 1/2" CLR. EXISTING A.C. PAVING. PATCH AND REPAIR AS REQUIRED. (4) #4 BARS S10-04.dwg 1 1/2" DIA STD PIPE POSTS AND RAILS. POSTS AT 6'-0" O.C. MAX. RAIL SPACING AS SHOWN 1/2" X 4" X 4" EMBED PLATE WITH (4) 3/8" DIA. X 4" NELSON STUDS NEW CONCRETE APRON. SEE. PLAN FOR THICKNESS AND REINFORCING. FREE DRAINING GRAVEL BACKFILL #4 AT 12" O.C. EACH WAY (3) #4 LONGITUDINAL 6 6" 3'-0" FOR "HT" LESS THAN 3'-0" 4'-0" FOR "HT" 3'-0" TO 4'-6" RETAINING WALL DETAIL S10-RET.dwg 1" =1'-0" S10-02.dwg 1" =1'-0" (8) FUTURE (3) FAN UNITS WT. = 891 LBS. EACH GENERATOR ASSEMBLY BY OTHERS SECURE GENERATOR ASSEMBLY WITH (10) 5/8" DIA. X 3 1/2" EMBED SIMPSON 'STRONGBOLT' WEDGE ANCHORS BOLT PATTERN EXISTING ON TANK FRAME. GENERATOR ANCHORAGE DETAIL S10-05.dwg VERIFY RETAINING WALL REQUIREMENTS WITH EXISTING GRADES. FUT. CON171 ; L - J et w v- hi 1t .5, I X�, v CON30( 31 FUT. CON181 2 EXISTING SKYLIGHT TO BE REMOVED - SEE NOTE #2 FOR INFLL FUT': GON1' 1 FUT. CON211 L TUT. C0N221 2 CON31 220'-6" EXISTING SKYLIGHT TO BE REMOVED - SEE NOTE #2 FOR INFILL 1 I \ / 1 1 v i 1 \ 1 1 ' 1 1� �I (6) NEW CONDENSER UNITS WT. = 891 LBS. EACH (2) FUTURE (3) FAN UNITS WT. = 891 LBS. EACH EXISTING 4 X 6 D.F. ROUGH SAWN PURL AT 8'-0" O.C. EXISTING EXTERIOR TILT WALL CONTROL JOINT 1 1/2" SAWCUT. TERMINATE REBAR 3" FRON EACH SIDE OF JOINT. RUN TURN DOWN FOOTING REBAR THROUGH JOINT. EXISTING SKYLIGHT TO BE REMOVED - SEE NOTE #2 FOR INFLL 6" CONCRETE fc = 2,500 PSI MIN. SLAIE1 WITH #5 AT 24" O.C. EACH WAY OVER 6" COMPACTED CRUSHED ROCK (6) FUTURE CONDENSER UNITS WT. = 891 LBS. EACH REVIEWED FOR CODE .COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION PROPOSED FRAMING/EQUIPMENT LAYOUT PLAN NOTES: 1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER . IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. 2.) REMOVE EXISTING SKYLIGHTS S NECESSARY. INFLLL 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. 1/8" =1'-0" EXISTING SKYLIGHT TO BE REMOVED - SEE NOTE #2 FOR INF (FUT.)OU07641 (FUT.)CON08042 (FUTjC0N09051 ice\ C10 X 15.5 SECURED TO SIDE OF EXISTING 4 X 14 PURLIN - TYPICAL (FUT.)CON1 1061 (FUT.)CON 12062 EXF02000 EXISTING SKYLIGHT TO BE REMOVED - SEE NOTE #2 FOR INF LL 1 EXISTING UNIT TO BE REMOVED 24'-6" 4 X 4 LSL UNDER END OF UNIT - TYPICAL C0N28021 C0N27011 rEXISTING UNIT TO BE REMOVED X C0N26151 KEY PLAN OOKEYPLAN.dwg 0 .0 0 0 \ 0 0 N RECEIVED CITY OF TUKWILA 1" = 50.-0" APR 1 1 2014 PERMIT CENTER 20140082 1—S10—HVAC—Support.dwg 25 Mar 2014 — 9:21 am kurtn Gens Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue Portland • Oregon 97239-4393 P F 503.222.4453 vlmk@vlmk.com 503.248.9263 www.vlmk.com Es) -10 a) v., to) w 0 0 vi'14 3 ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUED FOR PERMIT 2 03/10/2014 ISSUED FOR REVISED PRICING 3 03/28/2014 . ADDENDUM 1 SHEET TITLE HVAC SUPPORT FRAMING PLAN & DTLS. DRAWN: KAN REVIEWED: JCS PROJECT NO.: 20140082 SHEET NO. S 1 0 ■ PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. PRICING REVISION SET 3/28/2014 F.1 A.1 4" DOWN TO SPRINKLER MANIFOLD ROUTE TO FLOOR DRAIN FINISHED FLOOR E.3 1 To Drain I I I I C.1 6 a IeL C.4 (70 C.2 C.3 To Drain J VENT TO ATMOSPHERE KEEP OPEN MODEL E ACCELERATOR (OPTIONAL) B,7 SYSTEM COMPONENTS: A. VALVE A.1 Deluge Valve B. TRIMPAC Conventional Deluge Trim with Electric/Pneumatic Release B.1 Emergency Release (Normally Closed) B.2 Priming valve (Normally Open) B.3 Strainer B.4 it" Restriction B.5 Spring Loaded Check Valve B.6 Priming Pressure Water Gauge and Valve B.7 Alarm Test Valve (Normally Closed) B.8 Drain Check Valve B.9 Water Supply Pressure Gauge and Valve B.10 Alarm Shut-off Valve (Normally Open) B.11 Pressure Operated Relief Valve (P.O.R.V) B.12 Solenoid Valve B.13 Pneumatic Actuator C. TRIMPAC, Required Accessor Trim C.1 Auxiliary Drain Valve (Normally Closed) C.2 Drip Check Valve C.3 Drain Cup C.4 Flow Test Valve (Normally Closed) D. Water Flow Alarm. Equipment D.1 Alarm Pressure Switch D.2 Water Motor Alarm (Strainer Required) D.3 Strainer D.4 Electric Alarm Bell E. Riser E.1 Water Supply Control Valve E.2 Easy Riser Check Valve or rubber seated check valve E.3 Sprinkler System Main Drain Supervisory Air Supply F.1 System Pressure Gauge and Valve F.2 Soft Seat Check Valve F.3 Air Pressure Supervisory Switch Release System G.1 System Control. Panel G.2 Electric Detection System. Heat Detector shown for clarity. Accelerator (Optional, See Insert) Accelerator Isolation Valve G.3 G.4 Air Supply H.1 H.2 H.3 H.4 H.5 H.6 Automatic Air. Supply. Air Compressor and Tank shown for clarity. Air Supervisory Pressure Switch (Compressor On/Off Control Switch) Soft Seat Check Valve Shut Off Valve (Indicating Ball Valve Recommended) Dehydrator Air Maintenance Device Dashed lines indicate pipe required but not included with TRIMPAC trim packages. Minimum 3" nominal piping recommended. Also available is the flexible hose kit, Viking Part 12072. * Viking TRIMPAC contain items B.1 through B.12 and associated nipples. Viking accessory trim required for the TRIMPAC contains C.1 through C.4 and associated nipples and amust be ordered separately. ** 3" NPT for Non -Interruptible Alarm Pressure Switch (Optional) B.1 Dipc rro Ili 'Inl'-• CO II OCadI B.11 B.13-7 B.12 go lib B.6 DOUBLE INTERLOCK PREACTION SYSTEM TRIM PAC NOT TO SCALE WET SPRINKLER ZONE - FUTURE PRE -ACTION ZONE-3 FOR FUTURE DATA HALL 2 FUTURE TRIMPAC PRE -ACTION SPRINKLER ZONE-2 - DATA HALL 1 NEW TRIMPAC PRE-AC110N SPRINKLER ZONE-1 - ELECTRICAL RM SPRINKLER RISER DETAIL NOT TO SCALE OOO OOOO EQUIPMENT SCHEDULE DOUBLE INTERLOCK PREACTION SYSTEM TRIMPAC. EASY RISER CHECK VALVE. STRAIGHT THROUGH DELUGE VALVE. FLOW TEST DRAIN. BUTTERFLY VALVE W/ BUILT IN TAMPER SWITCHES FLOW SWITCH AIR COMPRESSOR PREACTION FIRE PROTECTION SYSTEM SPECIFICATIONS A. CONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE PRE -ACTION SYSTEM VIKING "TRIMPAC" IN ACCORDANCE W/NFPA 13, NFPA 14 AND THE REQUIREMENTS OF THE LOCAL FIRE MARSHALL (OR AN APPROVED EQUAL), AFTER ACTIVATION, NO PORTION OF THE FIRE PROTECTION SYSTEMS SHALL BE TURNED OFF, MODIFIED OR CHANGED IN ANY WAY WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN PERMISSION OF THE OWNER REPRESENTATIVE IN ORDER TO PROTECT SYSTEMS WHICH SHALL REMAIN IN SERVICE. C. THE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13. THREADED FITTINGS AND UNIONS SHALL BE USED FOR SIZES UP TO 2". THREADED FITTINGS SHALL BE CLASS 150 MALLEABLE IRON OR CLASS 125 CAST IRON IN ACCORDANCE WITH ANSI B13.3. FLANGES SHALL BE CLASS 150 STEEL FLANGES FOR THREADED CONNECTION IN ACCORDANCE WITH ANSI B16.5. A UL LISTED GROOVED PIPING . CONNECTION SYSTEM WITH "ROLLED -GROOVES" SHALL BE USED FOR PIPING 2-1/2" AND LARGER. ALL PIPING SYSTEM MATERIALS, COMPONENTS AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 AND LOCAL JURISDICTION. E. ALL PIPING SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING CONSTRUCTION. ALL PIPING SHALL BE INSTALLED SO AS TO ALLOW FOR EXPANSION. F. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER AND WHEREVER POSSIBLE, PARALLEL RUNS OF HORIZONTAL PIPING SHALL BE GROUPED TOGETHER ON TRAPEZE TYPE HANGERS. THE USE OF WIRE OR PERFORATED METAL TO SUPPORT PIPES WILL NOT BE PERMITTED. HANGING PIPES FROM OTHER PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL BE AS REQUIRED BY NFPA 13. ALL SPRINKLER PIPING SHALL BE ADEQUATELY SUPPORTED TO AVOID EXCESS STRAIN ON FITTINGS AND JOINTS. ALL FIRE PROTECTION PIPING SHALL BE PITCHED TO DRAIN IN ACCORDANCE WITH NFPA 13. PROVIDE VALVES WITH HOSE E CONNECTIONS AT ALL SYSTEM , DRAIN POINTS. PIPING FABRICATION AND SPRINKLER DRAWINGS SHALL BE SUBMITTED FOR ALL SPRINKLER PIPING. PIPE FABRICATION AND SPRINKLER DRAWINGS SHALL BE TO SCALE ON 1/8" SCALE BUILDING FLOOR PLANS AND SHALL INDICATE PIPE SIZE, FITTINGS, VALVES, ACCESSORIES, CONNECTIONS, SUPPORT REQUIREMENTS, PIPE ELEVATIONS AND OTHER INFORMATION REQUIRED FOR COORDINATION WITH OTHER TRADES AND FABRICATION OF PIPING. PIPE FABRICATION AND SPRINKLER DRAWINGS SHALL BE COORDINATED WITH OTHER TRADES AND BUILDING CONSTRUCTION PRIOR TO SUBMITTAL FOR APPROVAL I. ALL FIRE PROTECTION PIPING SHALL BE THOROUGHLY FLUSHED TO REMOVE ANY SLAG OR DEBRIS PRIOR TO BEING TESTED OR PUT INTO SERVICE. SPRINKLER PIPING SHALL BE TESTED WITH AIR PRESSURE PRIOR TO WATER TEST WHICH THEN SHALL BE PRESSURE TESTED FOR 2 HOURS AT PRESSURE IN ACCORDANCE WITH NFPA 13. ADDITIONAL TESTING SHALL BE PROVIDED AS REQUIRED BY LOCAL AUTHORITIES. J. ALL COMPONENTS OF THE FIRE PROTECTION SHALL BE UL LABELED AND FM APPROVED FOR THEIR INTENDED USE. K. PROVIDE A COMPLETE SPRINKLER SYSTEM FOR THE FLOOR AND ABOVE CEILING AS NECESSARY THE ENTIRE SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, THE CITY BUILDING CODES AND THE REQUIREMENTS OF FACTORY MUTUAL. L. SPARE SPRINKLER HEADS SHALL BE PROVIDED AND TURNED OVER TO THE OWNER'S REPRESENTATIVE AT THE TIME OF SUBSTANTIAL COMPLETION. SPRINKLER HEAD QUANTITIES SHALL BE IN ACCORDANCE WITH NFPA RECOMMENDATIONS AND SHALL BE FURNISHED WITH A WALL MOUNTED METAL STORAGE CABINET WITH AN ENGRAVED NAMEPLATE AND APPROPRIATE INSTALLATION WRENCHES FOR EACH HEAD TYPE FURNISHED. AT THE TIME OF SUBSTANTIAL COMPLETION, THE SPRINKLER SUBCONTRACTOR SHALL EXECUTE AN "INSPECTION AGREEMENT" WITH THE OWNER. THIS AGREEMENT SHALL BE EXECUTED AT NO COST TO THE OWNER AND SHALL INCLUDE FOUR INSPECTIONS OF THE ENTIRE SPRINKLER SYSTEM DURING THE "REPORT " WARRANTY PERIOD,EACH WITH A OF INSPECTION FORM AS I DETA LED IN NFPA-13A OR THE NATIONAL FIRE SPRINKLER ASSOCIATION TO THE OWNER. THE FINAL INSPECTION SHALL INCLUDE OPERATION AND LUBRICATION OF ALL VALVES, CLEANING OF ALL ALARM VALVES AND OPERATIONAL TESTING OF ALL SYSTEM ELECTRICAL AND ALARM COMPONENTS. N. SPRINKLER HEADS i) VIKING MODEL B1 "SEMI -CONCEALED".. SPRINKLER HEAD SHALL BE UL LISTED AND FM APPROVED WITH WHITE PLATE. FINAL APPROVAL FOR THIS SPRINKLER HEAD SHALL BE BY THE OWNER'S REPRESENTATIVE. ii) SPRINKLER HEADS SHALL BE 165'F RATED. 0. FIRE LINE OS&Y VALVES TO 150 PSI i) SIZE AND BELOW, GRINNELL/MUELLER MODEL NO. 66 175 PSI BRONZE, OUTSIDE SCREW AND YOKE GATE VALVES. 2-1/2" - 3-1 2", GRINNELL/MUELLER NO. A-2073-8, 4" - 10" GRINNELL/MUELLER NO. MA-2078-6 175 PSI IRON BODY, BRONZE MOUNTED, FLANGED OUTSIDE SCREW AND YOKE GATE VALVES. VALVES SHALL BE UL LISTED AND FM APPROVED FOR FIRE PROTECTION USE. P. FIRE LINE CHECK VALVE TO 150 PSI Q. i) CHECK VALVES SHALL BE OF A TYPE HAVING IRON BODY, BRASS SEAT AND DISCS, CLEARWAY SWINGING, WITH DRIP CONNECTIONS, DESIGNED FOR 175 POUNDS WATER WORKING PRESSURE. VALVES SHALL BE UL LISTING AND FM APPROVED FOR FIRE PROTECTION USE. 2" AND LARGER GRINNELL/MUELLER NO. A-2120-6. FURNISH WITH ALL REQUIRED TRIM. SPRINKLER ALARM VALVES i) VIKING, SIZE AS REQUIRED SPRINKLER ALARM VALVE WITH RETARD, VARIABLE PRESSURE WITH CLOSED RETARD DRAIN TRIM, FLOW SWITCH (ELECTRIC SPRINKLER ALARM SWITCH), MECHANICAL WATER BELL AND DRAIN AND ALL OTHER REQUIRED TRIM. R. SPRINKLER DELUGE VALVES i) VIKING, SIZE AS REQUIRED SPRINKLER DELUGE VALVE WITH OTHER REQUIRED COMPONENTS FOR A COMPLETE UL LISTED ASSEMBLY FOR PRE -ACTION SYSTEM. S. AIR COMPRESSOR i) VIKING SUPERVISERY AIR SUPPLY WITH 120 VOLTS/1 PH CONNECTION. COORDINATE ELECT REQUIREMENTS WITH ELECT CONT. T. SPRINKLER CONTROL PANEL i) VIKING COMPACT DESIGN SINGLE ENCLOSURE WITH THE FOLLOWING ITEMS: 1. MAIN POWER SUPPLY 2. SWITCH MODULE 3. MOTHERBOARD 4. POWER MONITOR 5. COMMON CIRCUIT CARD 6. DETECTOR CIRCUIT CARD (OPTION) 7. DELUGE RELEASE CARD 8. STANBY BATTERIES(4 REQUIRED) 9. FIELD WIRING TERMINAL STRIP . PRESSURE GAUGES i) FURNISH AND INSTALL POTTER-ROEMER FIG. NO. 6240 POLISHED BRASS CASE, 1/4" NPT MALE CONNECTION, GLASS ENCLOSED, 0-300 PSI DIAL PRESSURE GAUGES WITH ISOLATION VALVES, AS SHOWN ON SPRINKLER TAP DETAIL. V. APPROVED MANUFACTURERS ARE AS FOLLOWS: i) SPRINKLER HEADS: RELIABLE, VIKING OR GEM/GRINNELL. ii) FIRE PROTECTION SPECIALTIES: POTTER-ROEMER, RELIABLE, VIKING OR GEM/GRINNELL. iii) FIRE PROTECTION VALVES: POTTER-ROEMER, STOCKHAM, OR GRINNELL/MUELLER. iv) FIRE PROTECTION TEST/DRAIN VALVES: VICTAULIC OR AN APPROVED SUBSTITUTE. ALL VALVES WHICH EFFECT THE FLOW OF FIRE WATER SHALL BE SUPERVISED. THE SUPERVISORY SWITCHES SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR AND WIRED BY DIVISION 16. SUPERVISORY SWITCHES SHALL BE POTTER ELECTRIC SIGNAL CO. MODEL OSYS-U OR AN APPROVED SUBSTITUTE. X. FLOW SWITCHES SHALL BE FURNISHED AND INSTALLED FOR EACH SPRINKLER ZONE BY THIS CONTRACTOR AND WIRED BY DIVISION 16. FLOW SWITCHES SHALL BE GRINNELL/POTTER SWITCH MODEL VSR-D/VSR-T OR AN APPROVED SUBSTITUTE WATER FLOW DETECTORS AND SHALL BE UL LISTED, FM APPROVED FOR PRESSURES TO 300 PSI. Y. THE PRE -ACTION SYSTEM SHALL ALSO EQUIP WITH DRY CONTACT CIRCUIT TO BE FIELD WIRE FROM THE BUILDING FIRE ALARM SYSTEM, AUTOMATIC EMERGENCY POWER. ELECTRICAL TROUBLE AND MAIN ALARM BELLS, MANUAL PULL STATION (EMERGENCY). PREACTION FIRE PROTECTION SYSTEM OPERATION A. THE SYSTEM SHALL BE A DOUBLE INTERLOCKED SYSTEM, REQUIRING BOTH A CROSS -ZONE SMOKE DETECTION ALARM (FROM THE FM-200 PANEL) AND A LOSS OF AIR. PRESSURE IN THE PIPING SYSTEM BEFORE THE PREACTION VALVE RELEASES WATER TO THE SYSTEM. B. THE FOLLOWING ACTIONS SHALL ANNUNCIATE AT THE PREACTION PANEL AND THE EXISTING BUILDING FIRE ALARM PANEL: 1) SMOKE DETECTION (SIGNAL IS FROM THE FE-25 PANEL) 2) PIPING SYSTEM AIR PRESSURE LOSS 3) WATER FLOW ALARM THROUGH THE DELUGE VALVE 4) WATER PRESSURE ALARM ALL ALARM INDICATORS ADDED TO THE EXISTING BUILDING FIRE ALARM PANEL SHALL BE LABELED WITH A "DATA CENTER" PREFIX AND THE CORRESPONDING ACTION ALARM. C. ALL OF THE PREACTION FIRE PROTECTION SYSTEM COMPONENTS SHALL BE ON THE. EMERGENCY POWER CURCUIT AND HAVE BATTERY BACK UP POWER. REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila UILOING DIVISION PREACTION FIRE PROTECTION SYSTEM CRITERIA A. CONTRACTOR SHALL COORDINATE AND CONNECT FIRE ALARM SIGNAL WITH THE BUILDING FIRE ALARM SYSTEM. B. THE SPRINKLER PIPING AND HEADS SHALL BE LOCATED AS REQUIRED. SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED AND INSTALLED IN ACCORDANCE WITH LOCAL CODE AND NFPA 13. C. CALCULATIONS SHALL MEET THESE MINIMUM REQUIREMENTS: 0.15 GPM/FT-2 OVER THE MOST REMOTE 2000 F-2. D. SPRINKLER HEADS SHALL BE RATED AT 165'F. D. SPRINKLER PIPING SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH ROLLED GROOVE OR SCREWED FITTINGS. SCREWED FITTINGS SHALL BE GALVANIZED. FIRE EXTINGUISHERS A. PROVIDE AND INSTALL THREE(3) 10 LB. HALOTRON OR FE36 FIRE EXTINGUISHERS. B. HALOTRON IS A "CLEAN AGENT" HYDROCHLOROFLUOROCARBON DISCHARGED AS A RAPIDLY EVAPORATING LIQUID WHICH LEAVES NO RESIDUE. C. HALOTRON IS PRESSURIZED WITH ARGON GAS AND IS AN EPA AND FM APPROVED HCFC BLEND B AGENT APPROVED FOR USE ON CLASS A, B, AND C FIRES. D. HALOTRON IS INTENDED FOR USE IN AREAS SUCH AS COMPUTER ROOMS, TELECOMMUNICATIONS FACILITIES, CLEAN ROOMS, AND DATA STORAGE AREAS. E. COORDINATE LOCATIONS OF FIRE EXTINGUISHERS WITH ARCH. SPLIT RING TYPE HANGER PRINKLER PIPE SPRINKLER PIPE NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS: STEEL PIPE: Y" TO 1Y2" - 7'-0" O.C. 2" TO 2Y" - 10'-0" O.C. COPPER PIPE: Y2" TO 1Y4" - 5'-0" O.C. 2" TO 2Y" - 8'-0" O.C. CAST IRON PIPE: ALL - 10'-0" .O.C. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. CLEVIS TYPE HANGER SINGLE PIPE HANGER NOT TO SCALE HANGER ROD TURNBUCKLE 1 Oo5 DEMISING WALL OR RATED PARTITION SHEETMETAL SLEEVE SPRINKLER PIPE PROVIDE ESCUTCHEON PLATE ON PIPES EXPOSED WITHIN ROOMS. FILL VOID WITH APPROVED NON-COMBUSTIBLE MATERIAL (ROCK WOOL INSULATION). AT RATED PARTITIONS, SEAL BOTH ENDS OF OPENING WITH APPROVED FIRE -CAULK RECEIVED CITY OF TUKWILA APR 1 1 2014 PERMIT CENTER PIPING AT INTERIOR WALL NOT TO SCALE FIRE DRAWING INDEX NUMBER DRAWING TITLE F0.1 FIRE PROTECTION NOTES, SPECIFICATIONS, & DETAILS F2.1 FIRE PROTECTION SPRINKLER PLAN 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax: 281-374-8992 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 X CD CD t__ C:51 cu D: EDCSEA01 W J ISSUES & REVISIONS No. 1 Date Description 02/17/2014 ISSUE FOR PERMIT 03/28/2014 ADDENDUM 1 SHEET TITLE FIRE PROTECTION NOTES,SPECS & DET. DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 MEET NO. PROPRIETARY: NOT FOR D SCLOS ' . OR USE ITHO T TH ' EN CONSENT OF BURR COMPUTER ENVIRO�` 13 14 16 17 GEN01000 (600KW) GEN02000 (600KW) •O O O w C7 L J w 0 0 • O O w MECHANICAL YARD L122 2784 SF C0N15091 (FUTURE) - 1J ,��.� 1 rl(11 ldr'iiI 1 O 0 O LCD w c0 O CO 0 0 O O O w C-9 0 O )))) tqq{)))) 004 _/Ilia. AM. .>_� 18 REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION 19 LOADING DOFK L1tJ 630 SF 4 4 ( 1 13 1 A -1- m m 1 m m E*91#14,C48 (* ROOF) _-- I MBCC1000 I UPSC10 FRO1 .I-10 PRE-AGB ION - I • m L 116 J PrD 1 1■ I u (F)PA-389 I- -1----4---T----1'A-2 1; I UPSD1000 1 BATT. I BATT. I BATT. I L -------I-----1 -1---- r--- r---� r-15000 I BATT. I BATT. I BATT. I FU f1��00 ---�----� ---� I---J J-1 FRONT I '- ELECTRICAL RM 1'1'8� 2004 SF FCU03000 .. 28 iF MI• MI IN (��_II 1. 1n1+ I I , 1 II \.1. 11 1--1--J-1 1--1--1--J-- 116 o w l l l H'��T a �:LE I-1-1--1 111--1--1 0 1 c u_ 1 1 0. 1 100. 1 . 1 130. 1 1eo. 1 100. 1100 1 1 III 1 16 1 1 1 4 I 'S I 1 1 I i!II 1 1_-1__1 _1--1--J__1--1 1 L1 J C�LD AISLE A 7�1(; 1 1 1 ,. 1 1 1 1 I. ice' A,I I -E.,'_i t.__J I t I° I r I 4 1' 1 1 1 ®-71-I-1--1-*-1- 1--1--1-- HOT AISLE I 8 r 1 1�0. 1 100. 101 1J-1 00. 100 1--1 I�= I IIID.1 n11r110 1100.1Q. t ; QD I F 1° 1 1 4 1 3 1 1 1 v G -1--1-I-1--J--1--1--1 1 1 1 C LLD AJSLE SHti L 1 • L .. I-I_1_ 1 1-1--1--1--1 I 1 ,10 701: 00 n 0IO 200 --- 1 '1 I ( 328 SF 4 I 3 I 1. L ,1 I I 1 1 1 1 �-J L� Ll__ _ _ J W0 ZONE (FUTURE P ,E-ACTION SPRINKLER 1 ( 1 ZONE 3 - DATA HALL 2) m I DATA CENTER 1 M II Ow CD CC Q� * CD [::" 7,T/I L �__J *I 1I 11 U I PHASE II HOT AISLE I 1 1 L,0. 1 100. 1 1('0. 11 100. 11 100. 11 100. 1 100. 1 I I • 6 1 I 4 1 3 1` 1 1 1 1--1-_1 'IF 1_7-1--1-_1--1 1 1 1 C LD AISLE f 4 1l-I--1-I 1--1--I--1--1 1 )0 1 220'0 I' 1 200. 1 200.1 200. 1 200. _ -N 1, 1 o I>k14 I 3 1 2 1 -' -b 1--1--1-I-1--1--1--1--- `�-..I� f 1 1 1 0. 1 lea 1� 130. 1 loft 1 1eo. 1 1eo. I Q Flo I I I I ., I I¢ IFC 041000 1 1 4 I. 3 I 11 I • -,z I-I-J--1-i-� -1--1. 1__1_ • 1 I HOT AISLE 1- rr • * I1 II1I1 1 1 I I 1 I111 11 1111 • . . UP MMR2 L101 J 234 SF 15 L 0 •.-E_ .. m A . . MEI m 1 J 1 ONT FRON ti CRA07000 I MDSC I - MDPCJ I I�.TSC-1 __ - - _ 1 0r- 1000uI�00 - J 1 - - n I- 7 CD 1 A 1000 , 1 L1000 J1 RA08000 CD CC CD wo PRE 'CTION SPRINKLER ZONE 1 - ELECTRICAL ROOM NM =MI MI MN 0.1800.1:00.1800.1800.1800.1800.1800.1.00..1800.1800.1800.1800.1800.18C O.1800.1 . 1 1 12 1 3 1 4 1 5 1 6 1 7 1 8 11- 1 10 1 11 1 12 1 13 114 1 1 P 1 16 1 01 1 _L I _J_ ___ __L ! -L _L __L -L -1- _J 16 FIRE SPRINKLER PLAN SCALE. 1/8•-1'-0• 17 L_ MMR1 L109J 194 SF EXF02000 I JAN 114 0 /\ RR 113 RR 58 SF CORRIDOR 06 LANDING I® L 106 J FCU200 429 SF 112 58 SF VESTIBULE L 111 J 62 SF 19 GENERAL NOTES 1. REFER TO SHEET F0.1 FOR SPRINKLER SYSTEM SPECIFICATIONS AND DETAILS. 2. FINAL DESIGN OF PRE -ACTION SPRINKLER SYSTEM TO BE ENGINEERED BY SELECTED FIRE PROTECTION CONTRACTOR/ENGINEER AND SUBMITTED TO BCEI FOR REVIEW AND APPROVAL AND SUBSEQUENTLY ISSUED TO CITY FOR PERMITTING. 3. COORDINATE LOCATION OF SPRINKLER HEADS IN DATA CENTER WITH LIGHT FIXTURES AND RETURN AIR GRILLES. 4. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM DESIGN AND SPECIFICATIONS. 5. RAISED FLOOR HEIGHT IS 30" IN THE DATA CENTER, AND CEILING HEIGHT IS 12'-0" ABOVE RAISED FLOOR. 6. SPACE ABOVE THE CEILING IS BEING UTILIZED AS A RETURN AIR PLENUM. RETURN AIR GRILLES TO BE LOCATED OVER ALL HOT AISLES IN DATA CENTER. 7. CRAC UNITS TO BE DE -ENERGIZED UPON ACTIVATION OF CROSS -ZONE DETECTION OR EPO EVENT. 8. EXISTING WET SPRINKLER SYSTEM IN NEW DATA CENTER TO BE KEPT IN OPERATION UNTIL SCHEDULED TIME TO RECONNECT TO EXISTING SPRINKLER VALVE AS NOTED ON PLANS, IF REQUIRED BY LOCAL AHJ. COORDINATE SCHEDULING OF SYSTEM TRANSFER WITH BCEI/OWNER. PROVIDE TEMPORARY FIRE WATCH AS NECESSARY DURING SWITCHOVER. KEYED NOTES 01 EXISTING BASE BUILDING WET FIRE SPRINKLER PIPING BRANCH. FIELD VERIFY EXACT LOCATION. 02 DEMOLISH ALL EXISTING WET FIRE SPRINKLER MAIN, BRANCHES AND SPRINKLER HEADS BEYOND THIS POINT. CONNECT TO EXISTING, REDISTRIBUTE TO ALL AREAS NOTED AS WET SPRINKLER AND REROUTE 4" TO PRE -ACTION PACKAGES IN SPRINKLER ROOM. 03 04 05 06 07 ROUTE NEW 4" WET FIRE SPRINKLER PIPING TO NEW PRE -ACTION PACKAGES IN SPRINKLER ROOM AS SHOWN. ROUTE NEW GALVANIZED PRE -ACTION PIPING TO ASSOCIATED ZONE. PROVIDE SPRINKLER HEAD LAYOUT, LOCATION, AND TYPE IN COORDINATION WITH CEILING (IF APPLICABLE). ROUTE 2" PRE -ACTION DRAIN THROUGH EXTERIOR WALL AND TURN DOWN ONTO SPLASH BLOCK. COORDINATE WITH ELECT CONT FOR LOCATION OF CONDUITS AND JUNCTION BOXES. REDISTRIBUTE WET FIRE SPRINKLER PIPING AND HEADS AS REQUIRED BY CODE IN THESE ROOMS. EXTEND NEW WET SPRINKLER PIPING TO SERVE WET SPRINKLER ZONES AS INDICATED BY NOTE 6. MECHANICAL LEGEND EXISTING TO REMAIN -)- - --x- EXISTING TO BE DEMOLISHED NEW WET SPRINKLER PIPING NEW PRE -ACTION PIPING - - - - RECEIVED CITY OF TUKWILA APR 1 1 20141 PERMIT CENTER Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 C:D G� D: EDCSEA01 LLJ C ) co •"- co 00 r 0) t� r < ILO _J CV 'S J ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT 03/28/2014 ADDENDUM 1 FIRE SPRINKLER PLAN DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 SHEET NO. F2.1 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. Seattle R13 Permit Set 20140214_Justin Hoffman.rvt c 0 aa) rn w D:1RevitModels127.6699.006 EdgeConnex Seattle, •WA j' CITY �� March 10, 2014 COMMENTS 34255. 11 6TH STREET TUKWILA, WA 98168 PROJECT NUMBER: 27.6699.006 BCEI PROJECT NUMBER: EDCSEA01 I SEPARATE PERMIT REQUIRED FOR: lerlschanicai Electrical feiumbing was Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions wilt require a new plan submittal and may include additional plan review fees. FI COPY Peal* No. •. 9 Plan review appal is stidiact to NCO illiCi 01111SS1011S. 1. 51Tria1 of construction documeds does not authorize th . v,oatiOn of any ackyted code or whence. Receipt ' i approved Rid Copy and is we -`/ // Oty'ROAM BUILDING DIVISION CORRECTION LTR# ' REVIEWED FOR R IE CaPROVEDOMPLIANC`E AP MAR 2 6 2014 AS-- VAL City of Tukwtle BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER 00\51 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMK Consulting Engineers Civil & Structural, Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 1 W V W co N Cr) Issue ISSUES & REVISIONS Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.04. 014 HARDWA COORDINATION / \ 3 03.10.2014 ITY C MMENTS A SEAL/SIGNATURE strew SID :e e..A WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE COVER Scale: DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: COVER kilar,.h in .0)114A co z w 2 E3 cc CO rn N `p4 2013 Gensler c c a a. T of as a) v c c U a) w co 0 rn co a) -a 2 ce VICINITY MAP LOCATION MAP LEGAL DESCRIPTION LOT 2 OF CITY OF TUKWILA SHORT PLAT NO 90-2-SS RECORDING NO 9003121482 SD SHORT PLAT DAF - POR OF GOV LOT 3 & OF SE 1/4 OF NE 1/4 OF SEC 09-23-04 TGW POR OF GOV LOT 6 & OF SW 1/4 OF NW 1/4 OF SECTION 10-23-04 - BAAP 70 FT RGT OF ENGR STA H 556+57.3 BEING A PT ON NELY MGN SHEET 1 OF 7 FOR R/W 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 FT TH SELY ALG 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 LN 60 FT N OF & PLW ENGR B-LINE AS SHOWN ON SHEET 1 OF 7 FOR R/W 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 SD PT ALSO BEING PT OF CUVE 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 PROJECT INFORMATION PROJECT DESCRIPTION:. BUILDING ADDRESS: PARCEL NO.: ZONING BUILDING CODE - APPLICABLE MUNICIPAL BUILDING CODE: OCCUPANCY TYPE: CONSTRUCTION TYPE: PROJECT AREA: FIRE PROTECTION: BUILDING CODE: PLUMBING CODE: MECHANICAL CODE: ELECTRICAL CODE: FIRE/LIFE SAFETY CODE: ACCESSIBILITY CODE: ENERGY CODE: RENOVATION OF EXISTING SPACE TO HOUSE DATA PROCESSING EQUIPMENT 3425 S. 116TH STREET TUKWILA, WA 98168 102304-9043 MIC/L - MANUFACTURING INDUSTRIAL CENTER/LIGHT TUKWILA MUNICIPAL CODE - TITLE 16 BUSINESS IIIB n APPROVED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 WITH MULTIPURPOSE DRY -CHEMICAL PORTABLE FIRE EXTINGUISHERS TYPE 2A 10BC,5 LB. CAPACITY, SPACED AT 75-0" 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. 2012 INTERNATIONAL BUILDING CODE 2012 UNIFORM PLUMBING CODE AND STANDARDS 2012 INTERNATIONAL MECHANICAL CODE WASHINGTON CITIES ELECTRIAL CODE INTERNATIONAL FIRE CODE APPENDICIES B, C, D.& ANY AMMENDMENTS BY WESTERN FIRE CHIEFS ASSOCIATION AND INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS IBC CHAPTER 11 AMENDMENT 2012 INTERNATIONAL ENERGY CONSERVATION CODE OCCUPANCY COUNTS FOR EGRESS AREA OF WORK -1ST FLOOR (SINGLE STORY), 13,118 SF BUSINESS GROUP B (INCLUDING ACCESSORY USE AREAS) 1/100 AREA: 13,118 SF OCCUPANT LOAD: DATA HALL - RAISED FLOOR (SERVERS) 3,845 LANDING 703 SHELL 4,039 ELEC. 1,270 MECH. ROOMS 1,496 FIBER ROOMS (MMR, ISS) 605 LOADING DOCK 393 PRE -ACTION 94 RESTROOM/JAN 156 CORRIDOR/STAGINGNESTIBULE 1.859 (3,850/100) (710/100) (4,040/500) 39 OCC. 7 OCC. 8 OCC. 0 OCC. 0 OCC. 0 OCC. 0 OCC. 0 OCC. 0 OCC. 0 OCC. TOTAL SQUARE FEET 14,460 54 OCCUPANTS TOTAL MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD (2009 IBC TABLE 1018.1): EXIT OR EXIT ACCESS DOORWAYS REQUIRED (2009 IBC 1014.1 AND TABLE 1014.1): TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS: 1. THE OCCUPANT LOAD OF THE SPACE EXCEEDS THE FOLLOWING: OCCUPANCY GROUP A = 50 OCCUPANTS. (50 X 15 = 750 SF) - OCCUPANCY GROUP B = 50 OCCUPANTS. (50 X 100 = 5,000 SF) 2. THE COMMON PATH OF EGRESS TRAVEL EXCEEDS THE LIMITATIONS OF SECTION 1014.3. TOILET FIXTURE COUNT TOILET FIXTURE CALCULATIONS 1 TOILET AND 1 LAVATORY FOR EACH GENDER DRINKING FOUNTAIN REQUIRED 25 OCCUPANTS FOR EACH GENDER TABLE 29-A GROUP B OCCUPANCY: . 1 TOILET PER 25 FOR FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 1 LAVATORY PER 40 FOR FIRST 80 AND 1 PER 80 FOR REMAINDER EXCEEDING 80 IBC 2902.5.1 DRINKING FOUNTAIN NUMBER: OCCUPANT LOADS OVER 30 SHALL HAVE ONE DRINKING FOUNTAIN FOR THE FIRST 150 OCCUPANTS, THEN ONE PER EACH ADDITIONAL 500 OCCUPANTS DEFERRED SUBMITTALS SPRINKLER / LIFE SAFETY SECURITY / DEVICES DRAWING INDEX Drawing Number Drawing Name Current Revision Current Revision Date Current Revision Description 01,79,F, rzTh _,,,(-- b00.00 - A.1 -1 DRAWING INDEX _ A� A�� A- A�4 ♦ ♦�PHIC 3 03.10.2014 � A�rA� CITY COMMENTS ) A N� A ♦.A A �I..y G00.10 ABBREVIATIIO S', , & GENERAL SYMBOLS NOTES �� 1 2.17.2014 ISSUE FOR PERMIT RT-ECT!.__,. TI> CITY COMMENTS A00.40 MOUNTING LOCATIONS 3 .. • 03.10.2014 CITY COMMENTS A00.50 SITE PLAN 2 03.10.2014 CITY COMMENTS 2 3 A0066`J`) -Li F(S E( P L41-1- \- 2 ) 0 03 4.2014�H RDWARE COORDINATION A00.80 RA,7D A MUSS � �, � 2.17 2014,,,ISSUE 03.10.2014 FOR PARM T CITY COMMENTS 2 3 A01.01 DEMOLITION �1 PLAN 3 A02.01 t. `�+ CONSTRUCTION PLAN dam, '4 ' " A..4 ♦.'L! A 3 ' 03.10.2014 'l, • '`, • • CITY COMMENTS "'` ..� . . A04.01 V REFLECTED CEILING PLAN �+ 1 �/`�2.17.2014 '`, , \ . ISSUE FOR PERMIT 5A1 r,Th. FINISH PLA. y-7- -, 2 �Th 03 04 2014I TAR ARE -CO DINATION A08.00 ENLARGED PLANS 2 03.10.2014 CITY COMMENTS A11.00 ELEVATIONS 3 A 03.10.2014 CITY COMMENTS /223\ FIA DWARECOORDINATION 12�A%R P \ Al2.01 PROJECT SPECIFIC 1 2 �� 03.10 01 3.04.2014 CITY COMMENTS HARDGVARE ORDINATION Al2 0 DETAILS �� - ' --- \ Al2.50 MISCELLANEOUS DETAILS • 1 2.17.2014 ISSUE FOR PERMIT Al2.51 SEISMIC DETAILS 1. 2.17.2014 ISSUE FOR PERMIT 03_ELECTRICAL E0.1 ELECTRICAL SYMBOLS, NOTES, & ABBREVIATIONS 1 . 2.17.2014 ISSUE FOR PERMIT E0.2 ELECTRICAL SPECIFICATIONS 1 2.17.2014 ISSUE FOR PERMIT E0.3 • ELECTRICAL SPECIFICATIONS 1 : 2.17.2014 ISSUE FOR PERMIT E1.1 ELECTRICAL ONE - LINE DIAGRAM 1 2.17.2014 ISSUE FOR PERMIT E1.2 ELECTRICAL GROUNDING ONE - LINE DIAGRAM 1 2.17.2014 ISSUE FOR PERMIT E2.D ELECTRICAL DEMOLITION PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.0 ELECTRICAL SITE PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.1 ELECTRICAL POWER PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.2 ELECTRICAL LIGHTING PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.3 . ELECTRICAL GROUNDING PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.4 ELECTRICAL CONDUIT PLAN 1 2.17.2014 ISSUE FOR PERMIT E2.5 ELECTRICAL ROOF PLAN 1 2.17.2014 ISSUE FOR PERMIT E3.1 . ELECTRICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT E3.2 ELECTRICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT E3.3 ELECTRICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT E3.4 ELECTRICAL DETAILS • 1 2.17.2014. ISSUE FOR PERMIT E3.5 ELECTRICAL DETAILS 1 2.17.2014 ISSUE FOR PERMIT E4.1 ELECTRICAL SCHEDULES 1 2.17.2014 ISSUE FOR PERMIT E4.2 ELECTRICAL SCHEDULES 1 2.17.2014 ISSUE FOR PERMIT E4.3 ELECTRICAL SCHEDULES 1 2.17.2014 ISSUE FOR PERMIT E4.4 ELECTRICAL SCHEDULES 1 . 2.17.2014 ISSUE FOR PERMIT 04_STRUCTURAL S1.0 HVAC SUPPORT FRAMING AND GENERATOR PAD PLAN • 1 • 2.17.2014 ISSUE FOR PERMIT 05_PLUMBING PO.1 PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS, & DETAILS 1 • 2.17.2014 ISSUE FOR PERMIT P2.1 PLUMBING WASTE AND VENT PLAN . . 1 • 2.17.2014 ISSUE FOR PERMIT P2.2 PLUMBING DOMESTIC WATER PLAN 1 2.17.2014. • ISSUE FOR PERMIT 06_MECHANICAL MO.1 MECHANICAL SYMBOLS, NOTES, SPECS, & SCHEDULES 1 2.17.2014 • ISSUE FOR PERMIT M1.1 MECHANICAL DEMOLITION PLAN . 1 2.17.2014. ISSUE FOR PERMIT M2.1 • MECHANICAL PIPING PLAN - LEVEL 1 .. • 1 • 2.17.2014 ISSUE FOR PERMIT M2.2 . _ MECHANICAL PIPING PLAN - ROOF 1 • 2.17.2014 ISSUE FOR PERMIT M3.1. MECHANICAL DUCTWORK PLAN . 1 . 2.17.2014 ISSUE FOR PERMIT M7.1 - MECHANICAL DETAILS 1 • 2.17.2014 ISSUE FOR PERMIT M7.2 MECHANICAL DETAILS • 1 2.17.2014 ISSUE FOR PERMIT 07_FIRE PROTECTION F0.1 • FIRE PROTECTION NOTES, SPECS, AND DETAILS . . 1 . 2.17.2014 ISSUE FOR PERMIT F2.1 • FIRE PROTECTION SPRINKLER PLAN 1 • 2.17.2014 ISSUE FOR PERMIT REVIEWED FOR CODE APPROVEDCOMPLIANDE MAR 262014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER 10400 Rodgers Road Houston, Texas 77070 r Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.2731500 Fax: 214.273.1505 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 t 0 CD Cr- 42) UQ w "Ci w W 0 0 3425 S. 116TH STREET TUKWILA, WA 98168 J ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 3.0 20 4 R WARE CO DINATION (-?3. 03.1,9.2014.CI COMMENTS / SEALISIGNATURE 10237 1 `RE01STERED - AR,CHITFjCT SIDNEY LFS> ARBO RO STATE OI ASHINGTON SID 0 = 0 , A A WASHINGTON ARCHITECT REGISTRATION # 10237 DRAWING INDEX Scale: 1 : 1 SHEET TITLE r DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: G00.00 NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE � `0 2013 Gensler. Seattle_R13 Justin Ho D:\RevitModels\27.6699.006 - EdgeConnex ABBREVIATIONS A ACCES ACCESSORY ACOUS ACOUSTIC(AL) AFF ABOVE FINISHED FLOOR AL ALUMINUM ALT ALTERNATE ANNUNC ANNUNCIATOR ANOD ANODIZED APPL APPLIANCE AUTO AUTOMATIC AVG AVERAGE B BD BOARD BLDG BUILDING BLKG BLOCKING BOLLD BOLLARD BRDLM BROADLOOM BU BUILT UP C CAB CABINET CEM CEMENT(ITIOUS) CER CERAMIC CLG CEILING CMU CONCRETE MASONRY UNIT COATG COATING COILG COILING CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS(ATION) CONTR CONTRACT(OR) COV COVER CPT CARPET D DBL DOUBLE DEPT DEPARTMENT DES DESIGN(ED) DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIFF DIFFUSER DIM DIMENSION DISP DISPENSER DIV DIVISION DN DOWN DR DOOR DSCON DISCONNECT DWR DRAWER E ELAST ELASTOMERIC ELEC ELECTRICAL EMBED EMBEDD(ED)(ING) ENGR ENGINEER(ED) ENTR ENTRANCE EQ EQUAL EQUIP EQUIPMENT EXIST EXISTING EXP JT EXPANSION JOINT EXPS EXPOSE(D) EXT EXTERIOR F FAB FABRICATION FD FLOOR DRAIN FE FIRE EXTINGUISHER FE&C FIRE EXTINGUISHER AND CABINET FHC FIRE HOSE CABINET FIN FINISH FLDG FOLDING FLR FLOORING) FPLC FIREPLACE FR FIRE RAT(ING)(ED) FRMG FRAMING FURN FURNITURE FWC FABRIC WALL COVERING FXD FIXED FXTR FIXTURE G GA GAUGE GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GFRP GLASS FIBER REINFORCED PLASTER GL GLASS GR GRAD(E)(ING) GYP GYPSUM H HD HEAD HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HVAC HEATING, VENTILATING, AND AIR CONDITIONING INFILTR INFILTRATION INFO INFORMATION INSTRUM INSTRUMENT(ATION) INSUL INSULATION INT INTERIOR INTLK INTERLOCKING) J JAN JANITOR K KIT KITCHEN L LAV LAVATORY LB POUND LOUVER LOUVER LT LIGHT LVLG LEVELING M MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MET METAL MEZZ MEZZANINE MFD MANUFACTURED MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MLWK MILLWORK MOIST MOISTURE MOT MOTOR(IZED) MTD MOUNTED N NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE 0 OPNG OPENING(S) OPR OPERABLE ORNA OVFL ORNAMENTAL OVERFLOW OVHD OVERHEAD P PBD PARTICLE BOARD PEDTR PEDESTRIAN PLAM PLASTIC LAMINATE PLAS PLASTER PLSTC PLASTIC PLYWD PLYWOOD PNL PANEL POLYST POLYSTYRENE PORT PORTABLE PREFAB PREFABRICATED PREFIN PREFINISHED PRTECN PROTECTION PTN PARTITION R RDR READER RECES RECESS(ED) RECPT RECEPTACLE REF REFER(ENCE) REFL REFLECTED REFR REFRIGERATOR REQD REQUIRED RESIS RESIST(ANT)(IVE) RFG ROOFING RM ROOM RO ROUGH OPENING S SCR SCRIBE SECUR SECURITY SF SQUARE FEET SGL SINGLE SHORG SHORING SIM SIMILAR SST STAINLESS STEEL STD STANDARD STL STEEL STRFR STOREFRONT STRUCT STRUCTURAL SURF SURFACE SUSP SUSPENDED SYS SYSTEM(S) T T&G TONGUE AND GROOVE THK THICK TLT TOILET TRAF TRAFFIC TRANS TRANSPARENT TRTD TREATED TYP TYPICAL U UNDRLAY UNDERLAYMENT UNO UNLESS NOTED OTHERWISE UTIL UTILITY V VEH VEHICLE VERT VERTICLE VIF VERIFY IN FIELD W W/ WITH WIO WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW WT WEIGHT WTRPRF WATERPROOFING GRAPHIC SYMBOLS REFLECTED CEILING Ililul% E e1 0 V V V MS $D ACOUSTICAL CEILING AND GRID MAIN RUNNER FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE/EMERGENCY CIRCUIT EXISTING TO BE REMOVED UNDER CABINET FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE FLUORESCENT PENDANT FIXTURE CEILING HEIGHT CHANGE DIMENSION OF CEILING ABOVE FINISH FLOOR CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN RECESSED DOWNLIGHT ADJUSTABLE DOWNLIGHT RECESSED WALL WASHER TRACK LIGHTING SURFACE MOUNTED LIGHT FIXTURE WALL SCONCE EXHAUST FAN SMOKE DETECTOR STROBE FIRE SPRINKLER SPEAKER MOTION SENSOR ACCESS DOOR SECURITY CAMERA THERMOSTAT LIGHT SWITCH DIMMER SWITCH PROJECTION SCREEN RETURN AIR SUPPLY AIR CIRCULAR DIFFUSER LINEAR DIFFUSER DENOTES EXISTING TO REMAIN DENOTES EXISTING, RELOCATED FIXTURE EQUIPMENT DENOTES METAL PERFORATED CEILING TILE SECTION INDICATIONS SAND OR GROUT III- EARTH OR NATURAL GROUND VU oJO o'JU ;O°OO°00° ►�'_♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦4 IMIM ♦•.,• • • POROUS FILL (GRAVEL) STONE CONCRETE BRICK CONCRETE MASONRY UNIT METAL NON-FERROUS ALUMINUM PLYWOOD WOOD (FINISH) WOOD (CONTINUOUS) WOOD (BLOCKING) INSULATION (LOOSE OR BATT) INSULATION (RIGID) GLASS (LARGE SCALE) GYPSUM BOARD PLASTER WITH LATH ACOUSTICAL TILE CARPET FABRIC WRAPPED PANEL GRAPHIC SYMBOLS POWER & COMMUNICATION 1-r O PAN N:% NTH 0 AV O paw NCH O AV FIN. ea C!) 0 C") Vi NCO gaNnVail1i O r;i NCH C.� Lei T 17 v AV V P V O C:7 O O 0 AV 0 WTI NCH AV v cI) c!i 0 0 vor WALL MOUNTED DUPLEX WALL MOUNTED DEDICATED DUPLEX WALL MOUNTED SEPARATE DUPLEX WALL MOUNTED FOURPLEX WALL MOUNTED DEDICATED FOURPLEX WALL MOUNTED HALF DEDICATED FOURPLEX WALL MOUNTED VOICE RECEPTACLE WALL MOUNTED DATA RECEPTACLE WALL MOUNTED TELE/DATA RECEPTACLE WALL MOUNTED AN TROUGH WALL MOUNTED AN RECEPTACLE WALL MOUNTED CABLE TV RECEPTACLE WALL MOUNTED VOICE/DATA JUNCTION BOX WALL MOUNTED ELECTRICAL JUNCTION BOX WALL MOUNTED SYSTEMS PANEL VOICE/DATA INFEED WALL MOUNTED SYSTEMS PANEL POWER INFEED SURFACE MOUNTED FLOOR DUPLEX SURFACE MOUNTED FLOOR FOURPLEX SURFACE MOUNTED FLOOR DEDICATED DUPLEX SURFACE MOUNTED FLOOR SEPARATE DUPLEX SURFACE MOUNTED FLOOR DEDICATED FOURPLEX SURFACE MOUNTED FLOOR HALF DEDICATED FOURPLEX SURFACE MOUNTED FLOOR TELEPHONE RECEPTACLE SURFACE MOUNTED FLOOR TELE/DATA RECEPTACLE SURFACE MOUNTED FLOOR DATA RECEPTACLE SURFACE MOUNTED FLOOR AN RECEPTACLE SURFACE MOUNTED FLOOR SYSTEMS PANEL VOICE/DATA INFEED SURFACE MOUNTED FLOOR SYSTEMS PANEL POWER INFEED SURFACE MOUNTED FLOOR DUPLEXNOICE/DATA SURFACE MOUNTED FLOOR FOURPLEXNOICE/DATA SURFACE MOUNTED FLOOR DEDICATED DUPLEXNOICE/DATA SURFACE MOUNTED FLOOR SEPARATE DUPLEXNOICE/DATA SURFACE MOUNTED FLOOR DEDICATED FOURPLEXNOICE/DATA SURFACE MOUNTED FLOOR HALF DEDICATED FOURPLEX/VOICE/DATA SURFACE MOUNTED FLOOR DUPLEXIAVNOICEIDATA SURFACE MOUNTED FLOOR FOURPLEXIAVNOICE/DATA SURFACE MOUNTED FLOOR POKE THRU DUPLEX SURFACE MOUNTED FLOOR POKE THRU FOURPLEX SURFACE MOUNTED FLOOR POKE THRU DEDICATED DUPLEX SURFACE MOUNTED FLOOR POKE THRU SEPARATE DUPLEX SURFACE MOUNTED FLOOR POKE THRU DEDICATED FOURPLEX SURFACE MOUNTED FLOOR POKE THRU HALF DEDICATED FOURPLEX SURFACE MOUNTED FLOOR POKE THRU TELEPHONE RECEPTACLE SURFACE MOUNTED FLOOR POKE THRU TELE/DATA RECEPTACLE SURFACE MOUNTED FLOOR POKE THRU DATA RECEPTACLE SURFACE MOUNTED FLOOR POKE THRU AN RECEPTACLE SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL POWER INFEED SURFACE MOUNTED FLOOR POKE THRU DUPLEX/VOICE/DATA SURFACE MOUNTED FLOOR POKE THRU FOURPLEXNOICE/DATA FLUSH FLOOR FLOOR DUPLEX FLUSH FLOOR FOURPLEX FLUSH FLOOR DEDICATED DUPLEX FLUSH FLOOR SEPARATE DUPLEX FLUSH FLOOR DEDICATED FOURPLEX FLUSH FLOOR HALF DEDICATED FOURPLEX FLUSH FLOOR DEDICATED SINGLE FLUSH FLOOR TELEPHONE RECEPTACLE FLUSH FLOOR TELE/DATA RECEPTACLE FLUSH FLOOR DATA RECEPTACLE FLUSH FLOOR AN RECEPTACLE FLUSH FLOOR SYSTEMS PANEL VOICE/DATA INFEED FLUSH FLOOR SYSTEMS PANEL POWER INFEED FLUSH FLOOR DUPLEXNOICE/DATA FLUSH FLOOR DEDICATED DUPLEXNOICE/DATA FLUSH FLOOR SEPARATE DUPLEXNOICE/DATA FLUSH FLOOR DEDICATED FOURPLEXNOICE/DATA FLUSH FLOOR HALF DEDICATED FOURPLEXNOICE/DATA FLUSH. FLOOR DUPLEX/AVNOICE/DATA FLUSH FLOOR FLOOR FOURPLEXIAVNOICE/DATA FLUSH FLOOR POKE THRU DUPLEX FLUSH FLOOR POKE THRU FOURPLEX FLUSH FLOOR POKE THRU DEDICATED DUPLEX FLUSH FLOOR POKE THRU SEPARATE DUPLEX FLUSH FLOOR POKE THRU DEDICATED FOURPLEX FLUSH FLOOR POKE THRU HALF DEDICATED FOURPLEX FLUSH FLOOR POKE THRU TELEPHONE RECEPTACLE FLUSH FLOOR POKE THRU TELE/DATA RECEPTACLE FLUSH FLOOR POKE THRU DATA RECEPTACLE FLUSH FLOOR POKE THRU AN RECEPTACLE FLUSH FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA INFEED FLUSH FLOOR POKE THRU SYSTEMS PANEL POWER INFEED FLUSH FLOOR POKE THRU DUPLEXNOICE/DATA FLUSH FLOOR POKE THRU FOURPLEXNOICEIDATA FLUSH FLOOR POKE THRU DEDICATED DUPLEXNOICE/DATA FLUSH FLOOR POKE THRU SEPARATE DUPLEXNOICE/DATA FLUSH FLOOR POKE THRU DEDICATED FOURPLEXNOICE/DATA FLUSH FLOOR POKE THRU DUPLEXIAVNOICEIDATA FLUSH FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA, POWER INFEED X= NUMBER OF VOICE/ DATA CABLES TO DEVICE PP POWER POLE (Is ELECTRIC PIGTAIL (XX) EQUIPMENT GRAPHIC SYMBOLS CONSTRUCTION i REIONIOOK NMENECX 11111:111111:111K OFFIC 04F06 ( nom ) K)0( )0(> ALIGN COLUMN GRID NOT IN CONTRACT EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED NEW PARTITION REFERENCE TO PARTITION TYPE 1 HR. RATED PARTITION 2 HR. RATED PARTITION 3 HR. RATED PARTITION 4 HR. RATED PARTITION SMOKE PARTITION EGRESS PATH ELEVATION DATUM POINT ROOM NAME ROOM NUMBER DOOR NUMBER (WITH SCHEDULE) DOOR TYPE HARDWARE SET DOOR NUMBER (WITHOUT SCHEDULE) HARDWARE SET DOOR TYPE ALIGN WITH ESTABLISHED SURFACES SHEET NOTE REVISION REFERENCE NUMBER OF OCCUPANTS EXIT CAPACITY REQUIRED EXIT CAPACITY PROVIDED DIRECTION OF ELEVATION ELEVATION NUMBER ON SHEET SHEET WHERE SHOWN DETAIL NUMBER SHEET WHERE SHOWN FL12.NW DESCRIPTION OF SIMILAR OR OPPOSITE FLOOR LEVEL AND AREA OR PHASE AREA TO BE DETAILED WA.7- FINISH FHC FE FEC 0 FVC FA X)000 1 SECURITY DEVICES MILLWORK MILLWORK SCHEDULE TAG (IF USED) FIRE HOSE CABINET FIRE EXTINGUISHER WITHOUT CABINET FIRE EXTINGUISHER CABINET FIRE VALVE WITHOUT CABINET FIRE VALVE CABINET FIRE ALARM PULL WALL FINISH BASE FINISH EXTENT OF FINISH WALL FINISH SPECIAL FINISH FLOOR FINISH CEILING FINISH CR EH EL ES DR MS DC ML KS IC DDC PIR CHANGE IN FLOOR FINISH CARD READER ELECTRIC HINGE ELECTRIC LOCKSET ELECTRIC STRIKE DOOR RELEASE DOOR RELEASE MOTION SENSOR DOOR MONITOR CONTACT ELECTRO-MAGNETIC LOCK KEY SWITCH DOOR HOLD OPEN INTERCOM BELL PUSH BUTTON DOUBLE DOOR MONITOR CONTACT REMOTE DOOR RELEASE BUTTON INTRUSION ALARM DOOR BELL PIR (REQUEST TO EXIT, PASSIVE INFRARED DETECTOR) CEILING MOUNTED GENERAL NOTES 1 COMPLY WITH ALL APPLICABLE CODES, LAWS, ORDINANCES, ORDERS, RULES, AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 2 OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK EXCEPT AS PROVIDED OTHERWISE IN THE SPECIFICATIONS OR OWNER CONTRACTOR AGREEMENT. 3 REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. 4 COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS. 5 OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS. IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 6 MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH OWNER AND/OR PROPERTY MANAGER TO ENSURE SECURITY. 7 MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH APPLICABLE CODES AND ORDINANCES. 8 DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT. REVIEWED FOR pot* PROVED COMPLIANCE APPROVED MAR 262014 • City of Tukwila BUILDING DIVISION 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281-374-8992 Gensler Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 co ca 00 00 LU ISSUES & REVISIONS Issue Issue Date Issue Description 2.17.2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER ARCHITE WASHINGTON ARCHITECT REGISTRATION # 10237 [ABBREVIATIONS, GRAPHIC SYMBOLS, & GENERAL NOTES [DRACIN:2013 Gensler SHEET NO: G00.10 Seattle_R13_Perrnit Set 20140214_Justin Hoffman.tvt D:1RevitModels\27.6699.006 DOOR TYPES SCHEDULE HEIGHT SCHEDULE WIDTH TYPE 'A' SCHEDULE WIDTH TYPE 'I' W/ GLASS LITE SCHEDULE WIDTH EQ x EQ I SCHEDULE HEIGHT TEMPERED GLASS TYPE 'B' PAIR i C TYPE 'L" SCHEDULE WIDTH SCHEDULE HEIGHT SCHEDULE HEIGHT TYPE 'H' UPWARD ACTING 'COILING' OVERHEAD DOOR SCHEDULE WIDTH TYPE SE' W/ GLASS LITE TYPE 'M" DOOR SCHEDULE Assembly Door Frame Assembly Rating Hardware Set Remarks Number Location Dimensions Material Details Material Finish Fire Rating Temp Rise Smoke Label Type Width Height Thickness Finish Head Jamb Sill 100A DATA HALL B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 103 G, H 100B DATA HALL B 6' - 0" 8' - 0". 1 3/4" HM PAINT HM PAINT 60 MIN SET 103 G, H 100C DATA HALL I 3' - 0" 7' - 0" ALUM ANOD ALUM ANOD N/A (none) EXISTING. J 101 MMR2 A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN (none) 102 MECH-3 B 6' - 0" 8' - 0" . 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 104 MECH-1 B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 105 MECH-2 B 6- 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 107 MECH-4 B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 101 G, H 108A CORRIDOR A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT N/A (none) EXISTING. J 108B CORRIDOR A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT N/A (none) EXISTING. J 108C CORRIDOR A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 100 109 MMR1 A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 105 F 110 ISS A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 105 11 IA VESTIBULE 1 3' - 0" 7' - 0" ALUM ANOD ALUM ANOD N/A SET 01 K 3 111 B VESTIBULE A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 100. 112 RR A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 107 113 RR A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 107 114 •JAN A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 106 115A LOADING DOCK A 3' - 0" 8' -. 0" 1 3/4" HM PAINT HM PAINT N/A SET 02 EXISTING. 9 115B LOADING DOCK H 12' - 0" 14' - 0" N/A N/A N/A N/A N/A N/A SET 03 EXISTING. 116 PRE -ACTION A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 106 �' 117 STAGING. B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 102 G, H 118A ELECTRICAL RM A 4' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 105 F 118B ELECTRICAL RM A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 60 MIN SET 105 - -- 119A SHELL I 3' - 0" 7' - 0" ALUM ANOD ALUM ANOD N/A (none) EXISTING. 1 119B SHELL 1 3' - 0" 7' - 0" ALUM ANOD ALUM ANOD N/A SET 01 EXISTING. 119C SHELL A 3' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT N/A SET 02 EXISTING. 119D SHELL H 12' - 0" 14' - 0" 1 3/4" N/A N/A N/A N/A N/A (none) EXISTING. 119E SHELL B 6' - 0" 8' - 0" 1 3/4" HM PAINT HM PAINT 0 MIN SET 102 G, H 120A MECHANICAL YARD L 3' - 0" 8' - 0" 1 3/4" GALV GALV N/A N/A N/A (none) 120B MECHANICAL YARD M 6'.- 0" 8' - 0" 1 3/4" GALV GALV N/A N/A N/A (none) 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 STRIKE IS ELECTRICALLY RELEASED. STORE ROOM 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) 3'-0" X 8'-0" LEAVES. EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM EXISTING CONDITIONS. J EXISTING DOOR TO BE CL, OWED LOCKED. PRODE EAD 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. HARDWARE SET DESCRIPTION SET 01 PANIC HARDWARE - ELECTRIC / DOOR PULL IF. REQUIRED/ HINGES - IF REQUIRED / CLOSER W/ STOP ARM - IF REQUIRED / SADDLE THRESHOLD - IF REQUIRED / DOOR SWEEP SET 02 PANIC HARDWARE -ELECTRIC / DOOR PULL IF REQUIRED / 1 ELECTRIC HINGE / HINGES - IF REQUIRED / HINGES / DOOR CLOSER -1F REQUIRED / 8" KICKPLATE /. 8" MOPPLATE / SADDLE THRESHOLD - IF REQUIRED / SEAL SET / DOOR SWEEP SET 03 ALL REQUIRED HARDWARE INCLUDING SLIDE LOCK BY DOOR SUPPLIER OR GC - COMBO PADLOCK BY SECURITY SET 04 ` CHAIN LINK SWING GATE REFER TO ELEVATION FOR SET 05 KNOX BOX - FIRE DEPARTMENT ACCESS SET 100 PANIC HARDWARE - ELECTRIC / DOOR PULL / 1 ELECTRIC HINGE / 3 HINGES / DOOR CLOSER W/ STOP ARM / SEAL SET SET 101 ELECTRIFIED CYL. LOCKSET.- ACTIVE LEAF / ELECTRIC HINGE - ACTIVE LEAF / 7 HINGES l AUTO FLUSH BOLT SET / 2- DOOR CLOSER W/ STOP ARM / COORDNATOR / SET CLOSER MOUNTING BRACKETS / SEAT SET JAMB AND ASTRAGAL/ OVERLAP ASTRAGAL - INACTIVE. LEAF PROVIDED BY DOOR SUPPLIER OR GC. SET 102 ELECTRIFIED CYL. LOCKSET (CLASSROOM FUNCTION) -ACTIVE LEAF / ELECTRIC HINGE - ACTIVE LEAF / 7 HINGES / AUTO FLUSH BOLT SET / 2 DOOR CLOSERS W/ STOP ARM / COORDINATOR / SET CLOSER MOUNTING BRACKETS / SEAL SET JAMB AND ASTRAGAL / 2 - 8" KICKPLATE / 2 - 8" MOPPLATE / OVERLAP ASTRAGAL (SIM TO NG 550) - INACTIVE LEAF PROVIDED BY DOOR SUPPLIER OR GC. SET 103 ELECTRIFIED CYL. LOCKSET (CLASSROOM FUNCTION) - ACTIVE LEAF / ELECTRIC HINGE - ACTIVE LEAF / 7 HINGES / AUTO FLUSH BOLT 2 DOOR CLOSERS W/ STOP ARM / COORDINATOR / SET CLOSER MOUNTING BRACKETS / SEAL SET JAMB AND ASTRAGAL / 2 - 8" KICKPLATE / FLOOR STOP / WALL STOP /OVERLAP ASTRAGAL (SIM TO NG 550) - INACTIVE LEAF PROVIDED BY DOOR SUPPLIER OR GC. SET 104 LOCKSET - STOREROOM FUNCTION / HINGES / ELECTRIC STRIKE / DOOR CLOSER W/ STOP ARM / KICKPLATE / SEAL SET / LATCH GUARD - OUTSWING SET 105 LOCKEST - STOREROOM FUNCTION / HINGES / ELECTRIC STRIKE / DOOR CLOSER W/ STOP ARM / KICKPLATE / MOPPLATE / SEAL SET / LATCH GUARD - OUTSWING SET 106 LOCKSET - STOREROOM FUNCTION / HINGES / DOOR CLOSER / KICKPLATE / MOPPLATE / SEAL SET / FLOOR STOP SET 107 PRIVACY LOCKSET /HINGES / DOOR CLOSER / SEAL SET SET 108 ELECTRIFIED CYL. LOCKSET (CLASSROOM FUNCTION) / ELECTRIC HINGE / HINGES / DOOR CLOSERS W/ STOP ARM / SEAL SET / WALL STOP SINGLE DOOR TYPICAL CONDUIT REQUIREMENTS COORDINATE LOCATIONS WITH SECURITY VENDOR REFER TO SECURITY VENDOR DRAWING UNDER SEPERATE PERMIT 12'-0"S 11'- 6" S 11'-0" 101- 6" II 10' - 0" - 8' - " II II CO II II cO 6' - 8" S 11 II II II II II 11 11 II 5'-0"S 11 I I 11 11 11 II 4' - 0 S II II II 1 3'- 6" S r—`l / I__� i_ II —n\----11-11 IT JI — 11 \ II 11 II II 1 1 ` 11 11 11 I I I I �\ 11 II II II II ` II 11 II II II II 11 II II II II ELECTRIC HINGE BY GC ELECTRICAL LOCKSET BY GC_ DOOR TO BE MORTISED BY GC, PANIC HARDWARE BY GC WHERE REQUIRED ti II II 12'-0" II .. II 11 II II II 11 II II II J-BOX 6" x 6" x 4"D, GC 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 CABLE TRAY ON OPPOSITE SIDE OF WALL (OPTIONAL) SECURITY CAMERAS MOUNTED @ 10' - 0" DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION - BY SECURITY CONTRACTOR, GC TO PROVIDE CONDUIT FROM FRAME TO J-BOX LOCATED ON SECURE SIDE. REFER TO SECURITY VENDOR PLAN FOR CONTACT LOCATIONS EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR SEC, GC TO PROVIDE HORIZONTAL TRIM RING OVER J-BOX WITHIN PARTITION LOCATED ON SECURE SIDE AS REQUIRED. STROBE/HORN INTERCOM DEVICE BY SECURITY CONTRACTOR, PROVIDE J-BOX WI 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, GC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION AND S CONDUIT TO CARD READER J-BOX WITH STRING LOCATED ON SECURE SIDE. LIGHT SWITCH - ZONE s LOCK ALARM BOX/UNIT EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL) CARD READER (ON OPPOSITE SIDE OF WALL) BY SECURITY CONTRACTOR, GC 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 NOTE: SECURITY VENDOR TO PROVIDE ALL HARDWARE AND DEVICES. GC TO COORDINATE. NOTES: SECURE SIDE OF DOOR 1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY GC 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. o DOUBLE DOOR TYPICAL CONDUIT REQUIREMENTS COORDINATE LOCATIONS WITH SECURITY VENDOR REFER TO SECURITY VENDOR DRAWING UNDER SEPERATE PERMIT 12'-0" i 11'- 6" S 11' - 0" 10' - 6" 10' - 0" S 8'-0"S 6' - 8" c_ -1- 1- - -- ---,--- f {,/ .L_�J jj iI II —L EXIT , I I rr IL__ II 11 II 11 11 II 5'-0"S 4'- 0" S 3' - 6" S 0 0 A O 0 1I II II II II II ASTRAGAL ELECTRIC HINGE -BY GC ti ELECTRICAL LOCKSET BY GC ---- INACTIVE LEAF OOR TO BE M RTISEp BY GC, P C HARDWARE BY G WHERE REQ ED 11 11 11 II 11 II II II 11 II II II II II II II II 12'-0" II .. II II II II1111 11 II II I1 11 II II 11 11 11 II 11 II 11 II 11 11 II II i1 I II L J-BOX 6" x 6" x 4"D, GC 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 CABLE TRAY ON OPPOSITE SIDE OF WALL (OPTIONAL) SECURITY CAMERAS MOUNTED @ 10' - 0" DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION BY SECURITY CON PROVIDE CONDUIT FROM FRAME TO J-BOX LOCATED ON SECURE SIDE. RE FE VENDOR PLAN FOR CONTACT LOCATIONS EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, GC TO PROVIDE HORIZONTAL TRIM RING OVER J-BOX WITHIN PARTITION LOCATED ON SECURE SIDE. STROBE/HORN REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila FORPMMIVISION 8" s 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, GC 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 EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL) CARD READER (ON OPPOSITE SIDE OF WALL) BY SECURITY CONTRACTOR, GC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION ELECTRIC STRIKE WITH CONDUIT TO SPLICE BOX ON SOME DOORS REFER TO DOOR SCHEDULE - RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER NOTE: SECURITY VENDOR TO PROVIDE ALL HARDWARE AND DEVICES. GC TO COORDINATE. NOTES: SECURE SIDE OF DOOR 1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY GC 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. NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 10400 Rodgers Road Houston, Texas 77070 Gensler 5420 LB7 Freeway Suite 1100 Dallas TX . 75240 Tel: 214.273.1500 Fax: 214.273.1505/ 1 VLMK Consulting Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 Engineers r x U cp Co Lu J ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 0 .04.2014 HARDWARE COORDINATION A 3 03.10.2014 CITY COMMENTSY SCARBORO WASHINGTON SID RBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE SCHEDULES Scale: As indicated DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: AOO.20 2013 Gensler J • y a 1 STROBE WHERE OCCURS / Q.Q/ STROBE WHERE OCCURS / • 4"/ STROBE WHERE OCCURS co u) z • O d' O N {n E • O al M. rCe as a� 07 N 0 a) 1.1 co co q rn c0 c -o tY CI `Q 2 co z co EQ .1 EQ ////////// /////////// 1 9 LOCATIONS at FREIGHT ELEVATORS STROBES 20. to CO • • • • LOCATIONS at FIRE EXTINGUISHER CABINET STROBES and FIRE ALARM PULLS 6" UN$1y O�,�, rn z Coco \ I 1 4- l I / 24 LOCATIONS at CORNERS with REVEALS STROBES and THERMOSTATS STROBE WHERE OCCURS FIRE ALARM PULL FIRE EXTINGUISHER CABINET STROBE WHERE OCCURS THERMOSTAT WHERE OCCURS VERTICAL REVEAL STROBE WHERE OCCURS EXIT SIGN OUTLET WHERE OCCURS LOCATION FOR EXIT SIGNS 22 (WALL MOUNTED) 1 LOCATIONS at CREDENZAS or COUNTERS OUTLETS t -1- 14 LOCATIONS at CREDENZAS or COUNTERS SWITCHES and THERMOSTATS TELEPHONE OUTLET MTD HORIZONTALLY POWER OUTLET MTD HORIZONTALLY CREDENZA OR COUNTER THERMOSTAT LIGHT SWITCHES AND DIMMERS TO BE CLUSTERED AND MOUNTED VERTICALLY CREDENZA OR COUNTER SCHED SIGN I 9'(/LOREM 000 i�IPSUM 15 LOCATION FOR TYPICAL SIGNS 4 6 LOCATIONS at WORK SURFACES OUTLETS 60" TO HIGHEST TACTILE CHARACTER BASELINE 48" TO LOWEST TACTILE CHARACTER BASELINE PROVIDE GROMMET AT OUTLETS WORK TOP POWERAND TELEPHONE MOUNT HORIZONTALLY POWER OUTLET MOUNT HORIZONTALLY 17 LOCATIONS at. MILLWORK COUNTERS MAX 25" DEPTH I OWLETS POWER AND. TELEPHONE MOUNT HORIZONTALLY EQ EQ x - rl----------- +- x \/ / x x '///./////////////////////////////// /_////////.//////, 4 0 LOCATIONS at MILLWORK COUNTERS MAX 25" DEPTH OUTLETS 9 1 00 /QIEQ •/%/)v//►//\/// i ii///////// LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. OUTLET GROUPS, STROBES and THERMOSTATS CO CO THERMOSTAT WHERE OCCURS POWER AND TELEPHONE CLUSTER VERTICALLY MTD CENTERED ON COLUMN EQ1 Q LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. SWITCHES, STROBES and THERMOSTATS can z CO Q}EQ/ r/\//15►// /ik///"/////////// LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. OUTLETS, STROBES and FIRE ALARM PULLS LOCATIONS at CORNERS OUTLETS LOCATIONS at CORNERS SWITCHES, OUTLETS, STROBES and THERMOSTATS LOCATIONS at CORNERS OUTLETS, STROBES and THERMOSTATS STROBE WHERE OCCURS SWITCHES AND DIMMERS THERMOSTAT WHERE OCCURS POWER OUTLET WHERE OCCURS STROBE WHERE OCCURS FIRE ALARM PULL POWER OUTLET WHERE OCCURS THERMOSTAT WHERE OCCURS ADDITIONAL OUTLET WHERE OCCURS STROBE WHERE OCCURS SWITCH(ES) OR DIMMER(S) GANG UNDER ONE PLATE THERMOSTAT WHERE OCCURS OUTLET WHERE OCCURS STROBE WHERE OCCURS THERMOSTAT WHERE OCCURS POWER OUTLET OR TELEPHONE OUTLET WHERE OCCURS 3 4 6 EQ ( DOOR -R//k//)r//Y/ //////////////// LOCATIONS at DOOR JAMBS SWITCH and THERMOSTAT \ tO / • \ 03 / DOOR as \ " LOCATIONS at DOOR JAMBS SWITCH and TELEPHONE 0) CO • DOOR \ - i io \ I /v/I//N//////// \///////, LOCATIONS at DOOR JAMBS CARD READER, EGRESS BUTTON or FIRE ALARM PULL \ • DOOR t_o 4_ LOCATIONS at DOOR JAMBS THERMOSTAT, STROBE or OUTLET z co co /8� LOCATIONS at OPEN DOORS SWITCHES, STROBES and THERMOSTATS CO LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. OUTLETS, STROBES and THERMOSTATS SWITCH(ES) OR DIMMER(S) GANG UNDER ONE PLATE THERMOSTAT WHERE OCCURS HANDLE LOCATION, UNO OUTLET WHERE OCCURS STROBE WHERE OCCURS SWITCH(ES) OR DIMMER(S) GANG UNDER ONE PLATE WALL HUNG TELEPHONE HANDLE LOCATION, UNO OUTLET WHERE OCCURS. STROBE WHERE OCCURS CARD READER, EGRESS BUTTON OR FIRE ALARM PULL THERMOSTAT WHERE OCCURS HANDLE LOCATION, UNO OUTLET WHERE OCCURS STROBE WHERE OCCURS THERMOSTAT WHERE OCCURS HANDLE LOCATION, UNO OUTLET WHERE OCCURS DOOR IN OPEN POSITION STROBE WHERE OCCURS THERMOSTAT WHERE OCCURS SWITCHES & DIMMERS STROBE WHERE OCCURS THERMOSTAT WHERE OCCURS POWER OUTLET OR AN CLUSTER UNIT WHERE OCCURS MOUNTING LOCATIONS SCALE: NTS E'si Ca u.0a V O gOox om 54" MIN. 39"-41" 12" MAX. 42" MIN. EXCEPT IN TEXAS it 3 Li-oo1=_ � 04t oq: -Cau_ 0 uI 0 in 5 O 0 M. 0 c. • • • //////////////r'///////////>///) GRAB BAR BOBRICK #B-5806 SERIES 36" LONG O GRAB BAR BOBRICK #B-5806 SERIES 42" LONG ©A .I� a W ca LL O 0 F Zetag1 EVICIIRga (0 to ) i W L'-Mza WO 0 36" 0 a 0 F 0 0 0 MOUNTING LOCATIONS - ADULT RESTROOMS SCALE: NTS a TOP OF CONTROL cl' t - t e W (0 W a 0 0 1///////////////////////// z OC BOBRICK B-380349 a a OR TOP OF CONTROL TOP OF OPENING • a 0 e 0 NOT REQUIRED TOP OF DISPENSER //////////////// m W WSW 0 Ca a arc SURFACE - MOUNTED BOBRICK #B-2746 TOP OF CONTROL t� G SURFACE- MOUNTED FL,BOBRICK B-2111 z a 0 ca /2\ 1 LL O a: O O C7 V < cc 01 \ 0 18" REV1EWVED FOR CODE COMPLIANCE APPROVED MAR 26201k CItyof NG DIVISION 11la 6��N BUILD RECEIVED CITY OF TUKWILA BOBRICK B-165 2448 MAR 8 2014 CHANNEL -FRAME PERMIT CENTER 02 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374 8644 Fax: 281-374-8992 p Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273 1500 Fax: 214.273.1505 1 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 oo co rn LC) N M ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.04.2014 HARDWARE COORDINATION /2\ (3 ) 03.10.2014 I CITY COMMENTS SID ARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE MOUNTING LOCATIONS Scale: As indicated r DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: A00.40 0 2013 Gensler EXISTING ON GRADE EXISTING DOCK HIGH (-48") SHEET NOTES REVIEWED FOR CODE C APPROVED s MAR 26 2014 MAR 1 8 2014 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8844 Fax: 281-374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.150� VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 L CD 0 CD cn W 0 0 1 ISSUES & REVISIONS 1 Issue Issue Date Issue Description 2.17.2014 ISSUE FOR PERMIT (-12-- 03.10.2014 CITY COMMENTS)/\ SIDNE RBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 PERMIT CENTER NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: A00.50 J 0 2013 Gensler 0 e-- oi a) ate) c 0 m w CO 0 0 ai 0) CO CO ti. m 0 MECHANICAL YARD 119 RAMP W/ HANDRAILS ELECTRICAL RM DATA HALL 100 3845 SF 111 SHEET NOTES 1 SERVER CABINETS ARE INTENDED TO BE IN THE CENTER OF THE DATA HALL ARRANGED IN ROWS WITH AISLE ACCESS AROUND THE PERIMETER OF THE AREA BETWEEN ROWS OF CABINETS (24" X 48" X 48" AISLES). EGRESS TRAVEL DISTANCES ARE SHOWN ALONG THE PERIMETER AISLES. 2 NOT AN EXIT A STARTING POINT A A2 ROUTE A ENDS = 163'-0" B STARTING POINT B B1 ROUTE B ENDS = 148'- 0" GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281-374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.150, r 1 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 r J r N w re G 00 LLJ t�J L.L co US N Cr) 1 t ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER SEAUSIGNATURE r,„„ib..1'" REGIS FERE ) ARCHITE T SIDNEY L. CARBORO STATE OF WASHINGTON SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE LIFE SAFETY PLAN Scale: 118" =1'-0" Ref. North DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: A00.60 `0 2013 Gensler UL ASSEMBLIES Design No. U419 (cont.) 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 galv 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 Item 4. Two layers of gypsum board attached to furring channels as described in Item 4. Not for use with Item 4A. b. Steel Framing Members* - Used to attach furring channels (Item 6Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-112 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. 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 ties 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 - Type AS *Bearing the UL Classification Mark NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT ©2011 UNDERWRITERS LABORATORIES INC. Design No. U438 July 01, 2010 NONBEARING WALL RATING - 2 HR. 24 in ($0Om1rn):. imisfied side; 1-10li2, SECTIONN.. 1. Floor and Ceiling Runners - "J" -shaped runner, 2.112 in. wide with unequal legs of 1 in. and 2 in., fabricated from 24 MSG galv steel. Runners 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 - "C-H" -shaped studs, 2.112 in. wide by 1-1/2 in. deep, fabricated from 25 MSG galv steel. Cut to lengths 318 to 1/2 in. less than floor to ceiling height and spaced 24 in. or 600 mm OC. 2A. Steel Studs - (Not shown)-"E" -shaped studs installed in place of "C-H" -shaped studs (Item 2) to secure the closure liner panels at the ends of walls. Fabricated . from 25 MSG galv steel, 2.1/2 in. wide, with one leg 1 in. long and two legs 3/4 in. Tong. 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 (Item 1) secured to "E" -shaped studs with angle clips and steel screws. 3. Gypsum Board* -1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in. Tess in length than floor to ceiling height. Vertical edges inserted in "H" -shaped section of "C-H" studs. Free edge of end panels attached to long leg of "J" -runners with 1-5/8 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 1-518 in. Tong 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 layer applied horizontally. 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 1-112 in. Tong Type G steel screws located midway between studs and 1 in. from the horizontal joint. AMERICAN GYPSUM CO - Types AG-C. BPB AMERICA INC - Type FRPC, ProRoc Type C. BPB CANADA INC - ProRoc Type C. CANADIAN GYPSUM COMPANY - Type C, IP-X2, or WRC. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP - Type 5. LAFARGE NORTH AMERICA INC - Types LGFC-C, LGFC-CIA. NATIONAL GYPSUM CO - Types FSK-C, FSW-C, FSMR-C. PABCO GYPSUM, DIV OF 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 Item 4) - 518 in. thick, 4 ft wide. Attached as described in Item 4. CANADIAN GYPSUM COMPANY - Type AR, IP-AR, IP-XI, 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 baits partially or completely filling stud cavity. Any mineral wool or glass fiber batt material bearing the UL Classification Marking as to Fire Resistance. 5A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 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 3.0 Iblft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 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 2.5 Iblft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 5B. Fiber, Sprayed* - As an alternate to Batts and Blankets (hem 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. NU -WOOL CO INC - Cellulose Insulation *Bearing the UL Classification Mark NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT © 2011 UNDERWRITERS LABORATORIES INC. ® Design No. U906 September 30,2010 BEARING WALL RATING - 2 HR. NONBEARING WALL RATING - 2 HR. Hoi3Zontot _Section 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 emperical design method. BETCO BLOCK & PRODUCTS INC ARTHUR WITCOMB WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% 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 2-114 and not more than 3-112 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 1/2 hr to Classification if used. Attached to concrete blocks (Item 1). 4. Foamed Plastic* - (Optional - Not Shown) -1.1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO - Type Thermax *Bearing the UL Classification Mark NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT ©2011 UNDERWRITERS LABORATORIES INC. ® Design No. C-AJ-5001 March 05, 2007 THROUGH -PENETRATION FIRESTOP SYSTEM--2H. z�. 40 1. Floor or Wall Assembly - Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/.m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 18 in. (457 mm) See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. IA. 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 or wall assembly. 3. Pipe Covering* - Nom 1/2 to 2 in. (13 to 51 mm) thick hollow cylindrical heavy density (min. 3.5 pcf or 56 kglm3) 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 Materials 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 50 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 batt 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, Void 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 2 in. (51 mm), min thickness of caulk fill material is 2 in. (51 mm). When nom pipe covering thickness is 1-112 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 25WB+ or FB-3000 WT *Bearing the UL Classification Mark NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT ©2011 UNDERWRITERS LABORATORIES INC. ® Min Floor or Walt Thkns In. Max Pipe Dian 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) 12 (305) 1 (25) 1/2to 1-1/2 (13 to 38) 2 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) , 4 , • •'.Or. ~11 bex • Pi" and ti(?Ur1y liaUng ScF tie,"in- 4 •�> . • 1 ... _...... • • 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 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 2. Steel Studs - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width as indicated under Item 4, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 3. Batts and Blankets* - (Required as indicated under Item 4) - Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 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 (muhilayer 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: Rating Depth & Thkns of Panel 1 1 1 2 2 2 3 3 3 4 4 4 Wallboard Protection on Each Side of Wall Min Stud of (Item 3) Insulation No. of Layers 3.1/2 1 layer, 5/8 in. thick 2.1/2 1 layer, 1/2 in. thick 1-518 1 layer, 3/4 in. thick 1-5/8 2 layers, 112 in. thick 1-5/8 2 layers, 5/8 in. thick 3-112 1 layer, 3/4 in. thick 1-5/8 3 layers, 112 in. thick 1-5/8 2 layers, 3/4 in. thick 1-5/8 3 layers, 5/8 in. thick 1-518 4 layers, 5/8 in. thick 1-5/8 4 layers, 1/2 in. thick 2.112 2 layers, 3/4 in. thick Optional 1-1/2 in. Optional Optional Optional 3 in. Optional Optional Optional Optional Optional 2 in. CANADIAN GYPSUM COMPANY -112 in. thick Type C, IP-X2 or IPC-AR; WRC, 518 in. thick Type AR, C, IP•AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO -112 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP XI, 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 -112 in. thick Type C, IP-X2, IPC-AR or WRC; 518 in. thick Type AR, C, IP-AR, IP-XI, IP X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP X3 or ULTRACODE When Item 6B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3.112 in., min. thickness of insulation (Item 3) is 3 in., and two layers of gypsum board panels (112 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 5. One layer of gypsum board panels (112 in. or 518 in. thick) attached to opposite side of stud without furring channels as described in Item 5. 4A. Gypsum Board* - (As an alternate 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 hem 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: 1 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. Tong for 1/2 and 518 in. thick panels or 1-114 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-518 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 8 in. from first layer. Three -layer systems: First layer- 1 in. long for 112 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-518 in. long for 112 in., 518 in. thick panels, spaced 24 in. OC. Third layer- 2.1 /4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-518 in. long for 1/2 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 518 in. thick panels, spaced 24 in. OC. Fourth layer- 2.518 in. long for 112 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 1/2 in. long Type S-12 steel screws. Not for use with hem 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 galv steel. 2-318 in. wide by 718 in. deep,spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in ftem 5. Not for use with Item 4A. b. Steel Framing Members* - Used to attach furring channels (Item 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 February 01, 2001 THROUGH -PENETRATION FIRESTOP SYSTEM--2H. 'seem,**- 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 2-112 in. wide and spaced max 24 in. OC. B. 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 SDR17 chlorinated polyvinyl chloride (CPVC) pipe for use in closed (process or supply) piping systems. Pipe to be rigidly supported on both sides of wall assembly. 3. Firestop System - The hourly F and T Rating for the firestop systems 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 1/4 to 1/2 in. Tess than overall thickness of wall such that, when installed in circular opening, the ends of the sleeve are recessed 1/8 to 1/4 in. from each surface of the wall. Sleeve may also be formed of min 0.034 in. thick (20 MSG) galv sheet 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, Void 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 ©2011 UNDERWRITERS LABORATORIES INC. ® ...., ,, _,... ,,.. ,-,,.. ,.,,.U». Max Pipe Minn in, Antntlar. • SPaca . In. 1llin Forming . Md Depth In. hiit Fill Ertl i)eptl Tn. • F R.91ing Dr 'f Rstiig fir 4. 3/4 to 1-14 • 1-IA 2 1-112 2 i-vs 3;.4 314 t l Design No. W-L-5028 February 08, 2006 THROUGH -PENETRATION FIRESTOP SYSTEM--2H. 3- i L is f• 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 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 2.112 in. wide and spaced max 24 in. OC. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 7-112 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall 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 4 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. B. Copper Tubing - Nom 2 in. diam (or smaller) Type L (or heavier) copper tubing. C. Copper Pipe - Nom 2 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Tube Insulation - Plastics+ - Nom 3/4 in. thick acrylonitrile butadienelpolyvinyl chloride (AB/PVC) flexible foam fumished 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 hourly 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, Void or Cavity Material* - Sealant - Min 5/8 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 covering/gypsum wallboard interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTi INC - FS-ONE Sealant *Bearing the UL Classification Mark NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT ©2011 UNDERWRITERS LABORATORIES INC. ® Wall: ssentbIy Rating Hr.-:. e Penetrant lax Dlani 1. 1 A B 2 2; A 13orC. :2. Design No. C-AJ-2169 February 14, 2006 THROUGH-PENETRATIONfl� A. ESTOP SYSTEM--2H. Ov SECTION A -A: REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION 1. Floor or Wall Assembly - Min 4112 in. thick reinforced lightweight or normal weight (100-150 pcf) 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 112 in. to max 1-3/8 in. Pipe or conduit to be rigidly supported on both sides of floor or wall. 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 2 in. 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 HILT! CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CF128-DW or CF511 Foam Sealant B. Fill, Void or Cavity Material* - Sealant - Min 3 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. *Bearing the UL Classication Mark NOTE: REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. COPYRIGHT © 2011 UNDERWRITERS LABORATORIES INC. ® 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281-374-8992 1 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 1 VLMK Consulting Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 Engineers J 00 CO 00 w l/ 1-6.. CO LO J ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014. ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER SIDSCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE RATED ASSEMBLIES 1 Scale: 12" =1'-0" DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: A00.80 `0 2013 Gensler �r- rr I L_ CI 10 JL -1 f- 11 11 11 -Ir 1 1 DEMO CONCRETE CURBS = rn II / IL_-' r- II \ L 11 1t- — L_1_ JUJU r lI. 1 I I .11. .II r 11 DEMO EXISTING DOOR AND FRAME -n FE 1 I I 11 11 11 -11 IL / II IL`E_ SHEET NOTES 05 SAW CUT EDGE TO MINIMIZE DISTURBANCE OF ASPHALT/CONCRETE. REPLACE PATIO CONCRETE AS REQUIRED AND TO MATCH EXISTING FINISH. 06 DEMO CONCRETE AND ASPHALT AS REQUIRED; REFER TO STRUCTURAL FOR FOUNDATION REQUIREMENTS. 08 REMOVE ALL REMAINING FLOORING TO CONCRETE DECK. 09 REMOVE LANDSCAPE FOR NEW SIDEWALK. MODIFY IRRIGATION. EXISTING TREES TO REMAIN, PROTECT FROM CONSTRUCTION DAMAGE. SEE 2/A08.00 REMOVE EXISTING OVERHEAD DOORS AND STORE PER LANDLORD RECOMMENDATION. EMOVE GLASS AND STORE FRONT TO REPARE FOR NEW DOOR, FRAME, AND SIDELIGHT. GENERAL NOTES A RE: A00 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 REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES. M COMPLY WITH APPLICABLE LOCAL; STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. N PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND OTHER WORKERS. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of TukWiia BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374.8644 Fax: 281-374-8992 Gensler. 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 t VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 J J x CD co W or a CO co oo W H co r N M ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 0 .04.2014 014 HARDWARE COORDINATION 3 03.1 20 Ct OCTY MMENTS 3 J SEALISIGNATURE 1°237 REGISTERED T j ARCHITECT iDNEY L. ARBORO STATE OF SHINGTON SID j ' BORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 1 i SHEET NO: NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE DRAWN: REVIEW: PROJECT NO.: 27.6699.006 A01.01 J LO 2013 Gensler q 0 ..— "—MECH-1-. 104 237 SF MECH-3 <115B 0 <120A51 W IIII IEEE MOM •1 c , 5'-0" co LOADING DOCK 393 SF STAGING 466 SF 9 u MECHANICAL YARD 120 1911. SF ELECTRICAL RM 1270 SF 12.01 r L DATA HALL 44'-91/2". , 42.50 24'-6" -3'-11/2' X MECH-2 ;--469 SF 24' - 6" co 5'-0" JAN. 11 40S LANDING 106 03 SF 117SF 1 1 6A (11o)1JA6A A11.00 111B VESTIBULE 111 24'-6" 0 0 0 SHEET NOTES C5 PROVIDE AND INSTALL OVERHEAD DOOR SERIES 600 (NON INSULATED)10'-0" WIDE X 14'-0" HIGH. COLOR BROWN (OUTSIDE) WHITE (INSIDE) OR PRIMED TO PAINT AND CONFIRM COLOR WITH LANDLORD. PROVIDE ELECTRIC OPERATOR, BOTTOM EDGE, HOOD, GALVANIZED STEEL END LOCKS, BETWEEN JAMB MOUNTING. C6 PROVIDE AND INSTALL GALVANIZED CHAIN LINK FENCE 10'-0" HIGH. PROVIDE TENSION WIRE ACROSS BOTTOM. GALVANIZE D POSTS TO BE SPACED 4'-0" O.C. MAXIMUM, PLACED. IN CONCRETE FOOTING 30" DEEP AND 12" DIAMETER. PROVIDE 3'-0" WIDE X 8'-0" HIGH GATE NEAR. ELECTRICAL CLOSET AND PAIR. OF 3'-0" WIDE X 8'-0" HIGH GATES ACROSS FROM EXIT DOOR AS SHOWN. ABOVE GATES PROVIDE CROSS MEMBER AND CHAIN LINK TRANSOM. GATES WILL HAVE THREE (3) HINGES EACH AND ONE (1) LOCKABLE 42" HIGH EZ LATCH. C7 TATE INC. RAMP ASSEMBLY SLOPE >1:12, LENGTH OF RAMP >30'-0". 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. C8 TATE POSI-LOCK STAIR ASSEMBLY. PROVIDE ALUMINUM HANDRAIL ON BOTH SIDES SUPPORTED BY NON-COMBUSTIBLE WOOD BLOCKING WITHIN THE PARTITION TO ALLOW 250 LB. SHEAR LOAD CAPABILITY. BOTH SIDES ARE TO BE WALL MOUNTED. C10 RAISED ACCESS FLOORING IS TO BE LAID OUT WITH THIS COLUMN AS THE ORIGIN. STRINGER LINE GOING NORTH/ SOUITH IS TO BE ALIGNED ON THE WEST EDGE OF COLUMN. TILES GOING EAST/WEST ARE TO BE CENTERED ON THIS COLUMN. PLEASE CONFIRM RAISED FLOOR LAYOUT FOR MEP APPROVAL PRIOR TO PARTITION CONSTRUCTION. C11 ON ALL FIRE RATED PARTITIONS PROVIDE EFFECTIVELY AND PERMANENTLY IDENTIFIED SIGN OR STENCILING (PAINTED WITH A CONTRASTING PAINT COLOR) AND SHALL: -BE LOCATED BELOW RAISED ACCESS FLOOR -ABOVE SUSPENDED CEILING OR GRID -IN AREAS WITHOUT CEILING GRID SIGN OR STENCILING TO BE LOCATED AT 14' 0" A.F.F. REPEAT SIGN OR STENCILING AT INTERVALS NOT TO EXCEED 30'-0" HORIZONTALLY -SIGN OR STENCILED LETTERING TO BE 5" IN HEIGHT "X HOUR FIRE RATED PARTITION - PROTECT ALL OPENINGS" (X=FIRE RATING DESIGNATION) C13 TATE INC. RAISED ACCESS FLOOR: "CONCORE 1500 POSILOCK BOLTED" ELEVATION @ 30" ABOVE CONCRETE DECK. C18 PROVIDE GYP. BD. CLAD BULKHEAD FROM 11'-11" A.F.F. TO DECK ABOVE. C19 RETURN EXTERIOR FURR OUT TO TERMINATE AT MULLION. C20 REFER TO9/Al2.50 FOR PARTITION BELOW THRESHOLD. C21 RE: Al2.5.1 FOR SEISMIC DETAILS. C22 RE: 4/Al2.01 AT OVERHEAD OPENINGS BETWEEN D TA HALL ND ME H RMS. C23 REFER TO 6/Al2.01 FOR INFILL WAL DETAIL C24 STOREFRONT AND CONCRETE SILL TO BE REMOVED AND MODIFIED TO ACCEPT NEW STOREFRONT DOOR AND SIDELIGHT. GENERAL NOTES A RE: AOO DRAWING SERIES FOR SCHEDULES, LEGENDS, SYMBOLS AND ABBREVIATIONS. B RE: A00 SHEET SERIES FOR CODE ANALYSIS RELATED TO PROJECT; C RE: Al2.00 FOR PARTITION TYPES D DOOR NUMBERS ARE THE SAME AS THE ROOM INTO WHICH THEY SWING. MULTIPLE DOORS INTO A SINGLE ROOM HAVE AN ALPHABETICAL DESIGNATION. RE: A00.20 FOR DOOR SCHEDULE AND TYPES. E ALL EXISTING DOORS, FRAMES AND HARDWARE TO REMAIN ARE DESIGNATED WITH AN "E" SYMBOL, U.N.O. F ALL PARTITIONS AT THE WINDOW WALL ARE CENTERED ON EITHER COLUMNS OR WINDOW MULLIONS, UNO. G COORDINATE AND PROVIDE 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. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of TukvWit3 BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER 10400 Rodgers Road Houston, Texas 77070 Phone: 281.374.8644 Fax: 281.374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 1 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 t CD U co co 0 0 Issue # ISSUES & REVISIONS Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 2 03.04.2014 HARDWARE C ORDINATION (3 -., 03.10.2014 H CITY COMMENTS 3 )1 CONVENTS �1 SEALISIGNATURE REGISTERED ARCHITEC SIDNEY L. ARBORO STATE OF W SHINGTON SIDIE'f'SI: Bf)' o, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 J SHEET TITLE CONSTRUCTION PLAN Scale: 1/8" =1'-0" DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: A02.01 NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE `02013 Gensler Seattle_R13_Justin Hoffman.rvt c c 0 0 0) -a w co 0 0 0) co • a) -o 2 / CLO3 \ P n P 3 -6" 4'-0" I 8'-0 1 4'-0" 8'-0" 4'-0" P n n P P P P P P PP PP PP PP PP PP PP PP PPP PPP P P 8'-0" 14'-0" 8'-0" / CLO3 \ c7 P P P PP P IP PP PP PP PP PP PP P P P PPPP PPPP PPPP PPPP PPPP PPPP PPPP PPPP PPPP P P P P. MN 111. r NI MI / CL01 \ / CL01 \ / CL01 \ C9'-o" ('-o° J / CLO3 \ P P P P P Pp PP P P / CLO43110 1.1 EPP 712' - 0�S r PP ilemplAr • 2 / CL01 \ 9'-0° / CL01 \ 9'-0" SHEET NOTES 01 CENTER FIXTURE ON CEILING TILE. ORIGIN OF CEILING AT MOUNTING LOCATION. 02 MOUNT FIXTURE TO SURFACE OF SUSPENDED CEILING. 03 PLUMB ALL STEM, AIRCRAFT CABLE, AND APPURTENANCES USED TO SUPPORT SUSPENDED LIGHT FIXTURES. 04 ALL WALL MOUNTED FIXTURES TO BE WALL MOUNTED @ 8'-2" TO BOTTOM OF FIXTURE. 05 CEILING GRID ALIGNS WITH FLOOR GRID EXACTLY. REFER TO RAISED ACCESS FLOOR ORIGIN IN ROOM 100 DATA HALL. 06 RE: Al2.51 FOR SEISMIC DETAILS. GENERAL NOTES A RE: A00 DRAWING SERIES FOR SCHEDULES, LEGENDS, SYMBOLS AND ABBREVIATIONS. B RE: A00.40 FOR TYPICAL DEVICE MOUNTING LOCATIONS. C PROVIDE "CL-1" MOUNTED AT 9'-0 FOR ALL ACOUSTICAL CEILINGS, UNO. 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 CELING PANELS, UNO. F IN ACOUSTICAL CEILINGS, LOCATE ALL SPRINKLER HEADS IN THE GEOMETRIC CENTER OF PANELS, UNO. G IF IT IS NOT POSSIBLE TO LOCATE SPRINKLER HEADS AS REQUIRED ABOVE FOR ANY REASON, INCLUDING, WITHOUT LIMITATION, CODE REQUIREMENTS, DO NOT PROCEED WITH WORK UNTIL SUCH CONDITIONS HAVE BEEN REVIEWED WITH ARCHITECT. H PROVIDE SPRINKLER HEAD LOCATIONS FOR ARCHITECTS REVIEW FOR AESTHETIC PURPOSES PRIOR TO ANY INSTALLATION, AND PRIOR TO SUBMITTING DRAWINGS FOR PERMIT. CONTRACTOR WILL, OTHERWISE, BE REQUIRED TO RELOCATE HEADS AT ITS SOLE EXPENSE. 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, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNO. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 • City of Tukwila BUILDING DIVISION 10400 Rodgers Road Houston, Texas 77070 Phone: 281.374.8644 Fax: 281-374.8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 l en U) ce 0 ISSUES & REVISIONS Issue Issue Date Issue Description 2.17.2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER SEALISIGNATURE 'REGISTERED �j ARCH T /113/(EV%BORO STATE OF WASHINGTON SIDSCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 J SHEET TITLE REFLECTED CEILING PLAN DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: A04.O1.: `0 2013 Gensler • • • • .••• ..•••• .•••• .•••• -NM MI -�. IN'mg- - -ter- -=�=gmmg -_mg �_ -� = m_ - __�-=11. Mir_ �:_ ■I _ O • w a= 'n 1 a 1 1 PT03 RB02 1 L r 1 0 t )1 PT01 RB01 Al2.10 RB01 j � 1 SHEET 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 FLORR (C001) REFER TO FINISH SCHEDULE A00.20 03 ALL EXPOSED WALL AND STRUCTURE ABOVE 12'-0" A.F.F. TO BE PAINTED PT05 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. PAINT ALL DRYWALL CEILINGS "PT-02", UNO. H. PAINT ALL OPEN PLEMUM SPACE, INCLUDING DUCTWORK, CONDUIT AND OTHER EQUIPMENT "CL03", UNO. J. RE: DOOR SCHEDULE FOR COLOR OF DOORS AND FRAMES. K. RE: ELEVATIONS FOR MILLWORK FINISHES. L. RE: A13.00 FOR FLOORING TRANSITION DETAILS. COORDINATE TRANSITIONS WITH ARCHITECT. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION 10400 Rodgers Road Houston, Texas 77070 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 1 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 J i ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 202014 PERMIT CENTER SEAUSIGNATURE 10237\ 1 T REGISTERED ARCHITECT SIDNNEY & SCARBORO STATE OF WASHINGTON SIDIQEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE FINISH PLAN Scale: 1/8" =1'-0" 1 DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: AO5NOI L0 2013 Gensler J 0' RevitModels\27.6699.006 - EdgeConnex - Seattle_R13_Permit Set 20140214 Justin Hoffman.rvt • • • VERTICAL GRAB BAR • A11.00 VERTICAL GRAB BAR O i DRINKING FOUNTAIN SEE 4/A11.00 / REFER TO SHEET A00.40 FOR ACCESSORY MOUNTING AND SPECIFICATION INFORMATION NOTE: ALL WALLS FINISHED WITH SPECIFIED TILE RE:A05.01 ENLARGED PLAN OF RESTROOM SCALE: 3/4" =1'-0" EXIST. WALKWAY & RAMP EXIST.LINES TO BE REMOVED EXIST. HANDICAP SPACE TO BE REMOVED 1 I I t_ _ " , _ 1 L----� .\ / 3' - 6" V.I.F. CONCRETE CURB TO TIE INTO EXISTING CURB NEW HANDICAP SPACE EXISTING BOLLARD PROVIDE NEW HAND RAILS. EXISTING METAL STAIR TO REMAIN NEW MECH. YARD FENCE EXTERIOR STAIR PLAN SCALE: 3/4" =1'-0" 3'-0" MIN. 5'-0" MIN. NEW CONCRETE WALKWAY LANDING AT DOOR NOT TO EXCEED 2% CROSS SLOPE. SIDEWALK NOT TO EXCEED 2% CROSS SLOPE AND NOT TO EXCEED 5% IN DIRECTION OF TRAVEL. 2'-0" <111A 5'-6" EXISTING TREES TO REM NEW CURB RAMP NOT TO EXCEED 1/12 IN DIRECTION OF TRAVEL. NO GREATER THAN 2% CROSS SLOPE. NEW STRIPED WALKWAY 9'-0" TYP. CONTRACTOR TO VERIFY SPACING IN THE FIELD 2 SHEET NOTES GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 8.2014 PERMIT CENTER NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 10400 Rodgers Road Houston, Texas 77070. Phone: 281-374.8644 Fax:. 281.374.8992 J Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMKConsulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: . 503.222.4453 Facsimile: 503.248.9263 J 0 U CD ♦W C ) U 0 W V) cn 0 a US N C") 1 ISSUES & REVISIONS Issue Issue Date Issue Description 2. 7.201 I§SUF fRR,ERMIT 2 , 03.10.2014 CITY COMMENTS)A\ 1 SEALISIGNATURE 10237. REGISTERED AACHITECJ I i NEY L. CARBORO STATE OF WASHINGTON SID A ' BORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE ENLARGED PLANS Scale: As indicated r DRAWN: REVIEW: PROJECT NO.: 27.6699.006 1 SHEET NO: AO8ROO L©2013 Gensler PANT (PT01) TYP NUMBER GRAPI PAINTED BLACK FONT: TBD SIZE: 12" MOUNTED AT 12' PAINTED (PT03) ALIGN WITH SERVER ROWS FLOOR GRID. COORD WITH M RAISED FLOOR LINE OF CEILING SINK SPEC.. KOHLER - BRENHAM K-199-1 WALL MOUNT BATHROOM SINK WITH SHROUD (ONE HOLE) FAUCET SPEC: AMERICAN STANDARD 2064.101 SERIN SINGLE CONTROL MONOBLOC POLISHED CHROME PROVIDE GRAB BARS AS REQUIRED RE: SHEET A00.40 INCLUDING VERTICAL GRAB BAR PORCELAIN TILE FLOOR AND 4" BASE (TL01) CV u. u- 1'-5" 3 E.Q. E.Q. A 4'-5" 1' - 8" N ♦ WALL MOUNTED LIGHT FIXTURE AS SCHED. CENTER. ON ROOM. d w w PORCELAIN TILE WALL (TL02) (GL01) MIRROR FINISH ALL WALLS WITH SPECIFIED TILE. ELEVATION @ RESTROOM SINK WALL SCALE: 3/8" =1'-0" PLAM COUNTERTOP AND BACKSPLASH (PL01) PLAM CABINETS (PL02) /2\ rill\ Al2.10 n n. `7'�r / \ / `7"\-r / \ u \ / 77 / \ u \ / / \ L /1 J \ / u \ u L 2 EQUAL 1 2' - 0" L 4 EQUAL 1 PAINTED (PT01) SINK SPEC: ELKAY- GOURMET BLR15 SINK (ONE HOLE) FAUCET SPEC: AMERICAN STANDARD 2064.101 SERIN SINGLE CONTROL MONOBLOC POLISHED CHROME SINGLE LEVER CONTROL ELEVATION @ BREAK AREA SCALE: 3/8" =1'-0" yL �, Y,. �. '1 .�. ,. .. 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HI-LO ADA ACCESSIBLE HALSEY TAYLOR MODEL: HRFESBP STANDARD FINISH: STAINLESS STEEL PROVIDE CANE TOUCH APRON MODEL: 97258C FINISH: BLACK ABS PLASTIC MOUNT AT 27" A.F.F. TO THE BOTTOM OF THE LOW FOUNTAIN CORRIDOR STOREFRONT ELEVATION SCALE: 1/4" = 1'-0" NEW DOOR TO MATCH EXISTING NEW MULLIONS TO MATCH EXISTING NEW SIDELIGHT TO MATCH EXISTING EXTERIOR GLASS �7 %' %' /' /' /7 / // // /! /1 / / / / EXISTING STOREFRONT EXISTING STOREFRONT �i / EXISTING STOREFRONT RE COE EXISTING MULLION LOCATIONS BUII /1 / / 3'-0" I I. 1'-111/2" 5'-7" NEW OPENING NEW EXTERIOR DOOR ELEVATION VIEWS►' FOR E COM' LIANCE APPR ED 262014 ity o Tukwila DI DIVISION _ RECEIVED CITY OF TUKWILA MAR 1 8 2014 P' ' MIT CENTER 10400 Rodgers Road Houston, Texas 77070 Phone: 281-374-8644 Fax: 281-374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 0' CD C--- CD co co W 0 J ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT 3.04 20 HARDWARE O RDINATION A 3 F 03.10214 CITY COMMENTS 3 SEAUSIGNATURE 1003 REGISTERED ARCHITECT' SIDNEY L. ABORO STATE OF ASHINGTON SID • ARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE ELEVATIONS Scale: • As indicated SHEET NO: SCALE: 1/2" =1'-0" SHEET Y NOT APPEAR ON THIS PAGE DRAWN: REVIEW: PROJECT NO.: 27.6699.006 A11.00 J l0 2013 Gensler c co 1.4 -3I M ml ces a) aa) cu a) co ai rn c.o co r: a) 0 REF. 2/Al2.01 02 41 19.002 EXISTING DECK AND STRUCTURE TO REMAIN 07 84 46.000 HEAD OF WALL FRJS 09 22 16.A01 METAL RUNNER TRACK 09 29 00.F00 SOUND ATTENUATION BLANKET SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.B00 TYPE "X" GYP BD 09 22 16.A00 PERPENDICULAR TO RIBBING METAL STUD (1-HOUR RATED -BASIS OF DESIGN UL SYSTEM NO. HW-D-0264) REF. 2/Al2.01 PARALLEL TO RIBBING 02 41 19.D02 EXISTING DECK AND STRUCTURE TO REMAIN 09 22 16.A03 FLAT STRAP & BACKING PLATE 07 84 46.000 HEAD OF WALL FRJS 09 22 16.A01 METAL RUNNER TRACK 09 29 00.F00 SOUND ATTENUATION BLANKET SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.B00 TYPE "X" GYP BD 09 22 16.A00 METAL STUD A-T02 SCALE: 3" =1'-0" w 09 29 00.A00 GYPSUM BOARD 09 29 00.F00 SOUND ATTENUATION BLANKET 09 22 16.A00 METAL STUD 09 22 16.A01 METAL RUNNER TRACK 09 29 00.G00 CONTINUOUS ACOUS SEALANT SCHEDULED RAISED ACCESS FLOOR SYSTEM, REFER TO PLANS 02 41 19.D02 EXISTING SLAB TO REMAIN 9 A-B07 SCALE: 3" =1'-0" 02 41 19.D02 EXISTING DECK AND STRUCTURE TO REMAIN 09 22 16.A11 SLIP -TYPE HEAD JOINT 09 29 00.F00 SOUND ATTENUATION BLANKET SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.A00 GYPSUM BOARD 09 22 16.A00 METAL STUD PERPENDICULAR TO RIBBING PARALLEL TO RIBBING 02 41 19.D02 EXISTING DECK AND STRUCTURE TO REMAIN 09 2216.A03 FLAT STRAP & BACKING PLATE 09 22 16.A11 SLIP -TYPE HEAD JOINT 09 29 00.F00 SOUND ATTENUATION BLANKET SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.A00 GYPSUM BOARD 09 22 16.A00 METAL STUD A-T03 SCALE: 3" =1'-0" • • 09 29 00.F00 RAVuM NUATION BLANKET �9Y22'T6.AUOggoo ARD METAL STUD 09 65 13.A00 RESILIENT WALL BASE 09 22 16.A01 METAL RUNNER TRACK SCHEDULED RAISED ACCESS FLOOR SYSTEM, REFER TO PLANS 0241 19.D02 EXISTING SLAB TO REMAIN 5 A-B07.1 SCALE: 3" =1'-0" VARIES REFER TO PLAN(S) 02 41 19.D01 EXISTING WALL TO REMAIN 09 29 00.A00 GYPSUM BOARD 09 29 00.F00 SOUND ATTENUATION BLANKET 09 2216.A00 METAL STUD 09 22 16.A01 METAL RUNNER TRACK 09 29 00.G00 CONTINUOUS ACOUS SEALANT 02 41 19.002 EXISTING SLAB TO REMAIN 10 D-B01 SCALE: 3" =1'-0" ., ,, VARIES REFER TO PLAN(S) PERPENDICULAR TO RIBBING 02 41 19.D02 EXISTING DECK AND STRUCTURE TO REMAIN 09 29 00.G00 CONTINUOUS ACOUS SEALANT 09 29 00.F02 PRE -FORMED MINERAL WOOL WALL PLUG 09 22 16.A11 SLIP -TYPE HEAD JOINT 09 29 00.F00 SOUND ATTENUATION BLANKET 02 41 19.001 EXISTING WALL TO REMAIN SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.A00 GYPSUM BOARD 09 22 16.A00 METAL STUD I, VARIES REFER TO PLAN(S) 02 41 19.D02 EXISTING DECK AND STRUCTURE TO REMAIN 09 29 00.F02 PRE -FORMED MINERAL WOOL WALL PLUG 09 22 16.A03 FLAT STRAP & BACKING PLATE 09 29 00.G00 CONTINUOUS ACOUS SEALANT 09 22 16.A11 SLIP -TYPE HEAD JOINT 09 29 00.F00 SOUND ATTENUATION BLANKET 02 41 19.D01 EXISTING WALL TO REMAIN �-- SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.A00 GYPSUM BOARD 09 22 16.A00 METAL STUD PARALLEL TO RIBBING D-T01 SCALE: 3" =1'-0" 09 29 00.600 TYPE "X" GYP DB (RATED PART. A-B02) 09 29 00.A00 GYPSUM BOARD 09 29 00.F00 SOUND ATTENUATION BLANKET 09 22 16.A00 METAL STUD 09 22 16.A01 METAL RUNNER TRACK 07 84 13.A01 FIRESTOP SEALANT (RATED PART. A-B02) 09 29 00.G00 CONTINUOUS ACOUS SEALANT 02 41 19.002 EXISTING SLAB TO REMAIN (1-HOUR RATED - BASIS OF DESIGN UL NO. U419) A-B01(NON RATED / A-B02 RATED 1 HR) 11_," SCALE: 3"-1-0 N (, muraw i■■■■■1 ILI gi �� IIIIIII ■■■■■■.� IIIIIII 111 I I. IIIIII dr.imom' 1.1i 111111 Ell 1_=__. ■■■■■■I �. 1111111 , :. Th.., 000.. � PERPENDICULAR TO RIBBING 0241 19.D02 EXISTING DECK AND STRUCTURE TO REMAIN 09 29 00.G00 CONTINUOUS ACOUS SEALANT 09 29 00.F02 PRE -FORMED MINERAL WOOL WALL PLUG 09 22 16.A11 SLIP -TYPE HEAD JOINT 09 29 00.F00 SOUND ATTENUATION BLANKET 02 41 19.001 EXISTING WALL TO REMAIN SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.A00 GYPSUM BOARD 09 22 16.A00 METAL STUD 07 21 00.G00 VAPOR RETARDERS 07 21 00.0O2 EXTRUDED -POLYSTYRENE BD INSUL '4 2" 1 1 PARALLEL TO RIBBING 1 02 41 19.D02 EXISTING DECK AND STRUCTURE TO REMAIN 09 29 00.F02 PRE -FORMED MINERAL WOOL WALL PLUG 09 22 16.A03 FLAT STRAP & BACKING PLATE 09 29 00.G00 CONTINUOUS ACOUS SEALANT 09 2216.A11 SLIP -TYPE HEAD JOINT 09 29 00.F00 SOUND ATTENUATION BLANKET 02 41 19.001 EXISTING WALL TO REMAIN SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN 09 29 00.A00 GYPSUM BOARD 09 2216.A00 METAL STUD 07 21 00.G00 VAPOR RETARDERS 07 21 00.0O2 EXTRUDED -POLYSTYRENE BD INSUL D-T01.1 SCALE: 3" =1'-0" 09 22 16.A01 METAL RUNNER TRACK 09 29 00.F00 SOUND ATTENUATION BLANKET 09 22 16.A00 METAL STUD 09 29 00.A00 GYPSUM BOARD SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN BRACE TO STRUCTURE ABOVE AS REQUIRED 1" 2" 5A 07 21 00.G00 VAPOR RETARDERS 07 21 00.0O2 EXTRUDED -POLYSTYRENE BD INSUL 02 41 19.001 EXISTING WALL TO REMAIN 09 29 00.A00 GYPSUM BOARD 09 29 00.F00 SOUND ATTENUATION BLANKET 09 22 16.A00 METAL STUD 09 22 16.A01 METAL RUNNER TRACK 09 29 00.G00 CONTINUOUS ACOUS SEALANT 02 41 19.D02 EXISTING SLAB TO REMAIN D-B01.1 SCALE: 3" -1-0 6A `1. PARTITION :TYPE .MARK FRAMING ` DETAILS ATTEN ; THK ' FIRE i RTG ' TESTED ASSEMBLY i STC i RTG SHEET NOTES THK (IN) DEPTH SPACING TOP ! BOT A6A 7 1/4" 6" 24" A T02 A-B02 6" 1 U419 A6B 7 1/4" 6" 24" A-T03 A-B07.16" A6C 7 1/2" 6" 24" A T04 A-B01 6" REFER TO SHEET A08.00 IN UL REQUIREMENTS 7 A SERIES PARTITION TYPES O SCALE: 3"1-0 " _ 1 - IIA A-T04 SCALE: 3" =1'-0" 1 1 0 0 cn w PARTITION TYPE MARK FRAMING ; DETAILS ATTEN THK FIRE RTG TESTED ASSEMBLY ; STC ' RTG ; SHEET: NOTES. THK (IN) i DEPTH 1i SPACING TOP E BOT D2A 4 1/2" 21/2" 24" D-T01.1 D-B01.1 NA NA NA D SERIES PARTITION TYPES 3 "_ ,_ " SCALE: 3 -1 0 SHEET NOTES PARTITION TYPE NOTES 2 1 A2A 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 B 2-LAYERS C 1-LAYER D 1-LAYER. METAL C-STUD METAL C-STUD METAL C-STUD 2-LAYERS 2-LAYERS NONE E 2-LAYERS F 1-LAYER METAL C-STUD NONE MTL HAT CHANNEL NONE G 1-LAYER NONE NONE H J K L M N-U V-Z 1-LAYER METAL C-H STUD NONE 2-LAYERS METAL C-H STUD LINER PANEL 1-LAYER (2) METAL C-STUDS 1-LAYER 2-LAYERS (2) METAL C-STUDS 2-LAYERS NONE CMU NONE RESERVED FOR FUTURE EXPANSION CUSTOM N/A N/A TABLE B- FRAMING DEPTH SCHEDULE TAG NUMBER MTL STUD MTL C-H STUD WOOD STUD DESIGNATION DEPTH DEPTH DEPTH • NO FRAMING 0 7/8" FURRING CHANNEL N/A 1 1 518" N/A N/A 2 3 4 2 1/2" 2 1/2" N/A 3 5/8" N/A N/A 4" 4" 4" 6 8 10 6" 8" 10" 6" N/A N/A 6" N/A N/A TABLE C- MASONRY WIDTH SCHEDULE TAG NUMBER DESIGNATION CMU WIDTH 4 6 8 10 12 3 5/8" 5 5/8" 7 5/8" 9 5/8" 11 5/8" 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 30 0.84 22 0.0270 27 0.68 25 0.0179 18 0.45 *GAGE 16,18 USED FOR STRUCTURAL FRAMING; 20, 22, AND 25 USED FOR NON-STRUCTURAL FRAMING *USE OF DIMPLED STEEL STUDS ACCEPTABLE PROVIDED CONTRACTOR SUPPLIES DOCUMENTATION PROVING THE EQUIVALENT MINIMUM BASE METAL THICKNESS IS ACHIEVED GENERAL NOTES 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 A00.410 SERIES FOR TOP OF PARTITION AND A00.420 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) AND/ OR INTERIOR ELEVATIONS FOR LOCATIONS. GN-06. FOR INTERIOR FRAMING LIMITING HEIGHTS REFER TO SSMA TABLES FOR INTERIOR NON- 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 REVIEWED FOR COD COMPLIANCE ak. APPROVED MAR 2 6 2014 - City of Tukwila BUILDING DIVISION 10400 Rodgers Road L, Houston, Texas 77070 Phone: 281.374-8644 Fax: 281-374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 J VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 J 1 J U (1) "C3 co en w ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER SEALISIGNATURE REGISTERED ARCHITECT SIDNEY CARBORO STATE OF WASHINGTON SIDSCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE PARTITION TYPES Scale: 3" =1'-0" DRAWN: REVIEW: PROJECT NO.: 27.6699.006 © 2013 Gensler SHEET NO: Al2.00 J J EXIST: STRUCTURE EXIST. TILT -UP CONCRETE PANEL EXIST. STUCCO SOFFIT OVER GYP. SHEATHING AND METAL FRAMING EXIST. PILASTER BEYOND EXIST. WINDOW IN ALUMINUM FRAME NEW INTERIOR PARTITION EXIST. TILT -UP CONCRETE PANEL EXIST. CONCRETE SLAB WALL SECTION SCALE: 3/4" = 5/8" GYP. BD 16 GUAGE METAL STUD J MOLD EXIST. STRUCTURE J MOLD HANDRAIL SEE 5/Al2.50 COLUMN DETAIL SCALE: 3" =1'-0" DEMO EXIST. ROLL -UP DOOR AND HARDWARE EXIST. TILT -UP CONCRETE WALL CONTINUOUS 3/4" FRY REGLET REVEAL AROUND PERIMETER OF OPENING, DEPTH AS REQUIRED. 4" CMU FLUID APPLIED VAPOR PERMEABLE AIR BARRIER OVER CMU. WALL BETWEEN JOISTS "FIRE TRACK CORPORATION" RATED SLIPHEAD TRACK SYSTEM WITH (1) LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE. TRACK GAGE TO MATCH STUD GAGE. (U.L. DESIGN SYSTEM NO. HW-D-1011) TRACK DESIGN TO ALLOW 4" OF COMPRESSION AND 1/2" OF EXTENSION MOVEMENT. MINERAL WOOL BATT INSULATION. 4PCF MIN. DENSITY FIRMLY PACKED INTO FLUTES. DECK FLUTE SEALANT W/ U.L. LISTING AT CONNECTION TO DECK AND SURROUNDING ALL PENETRATIONS. FB-2000 BY "3M" OR OTHER W/ APPROVED U.L. LISTING. 1 5/8" METAL FURRING CHANNELS OR WOOD PURLIN WITH (1) LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE. METAL STUD WITH (1) LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE. (U.L. DESIGN NO. U 419) FASTEN TRACK WITH TYPE "S" OR S-12 SELF -TAPPING SCREWS AT 24" O.C. PER THEIR LISTING. 1-HR SLIPHEAD PARALLEL TO JOIST SCALE: 1 1/2" =1'-0" EXTEND PLYWOOD TO DECK ABOVE HEAD OF WINDOW. REMAINDER OF ASSEMBLY CONTINUES TO DECK. 3" AIR GAP 3/4" ABC EXTERIOR PLYWOOD, PAINTED DARK GREY IN AIR GAP. CLEAN WINDOWS AND CLOSE BLINDS PRIOR TO ERECTION. CONTINUOUS VAPOR BARRIER ON 2" RIGID INSULATION 5/8" GYP. BD ON 21/2" METAL STUD, 16" O.C. MAX EXISTING STOREFRONT SYSTEM TO REMAIN PLYWOOD ASSEMBLY @ EXISTING STOREFRONT 2 SCALE: 11/2 =1-0 SPECIAL INSPECTIONS (MASONRY) It shall be the contractors' responsibility to ensure special inspections have been provided and documented. It shall be the contractors' responsibility to contact the registered design professional in responsible charge and request for all required special inspection documentation with inspections tables for this project. The owner or the registered design professional in responsible charge acting as the owner's agent shall employ one or more approved agencies to perform inspections during construction on the types of work listed. 1705.4 Masonry construction. Masonry construction shall be inspected and verified in accordance with TMS 402/ACI 530/ASCE 5 and TMS 602/ACI 530.1/ASCE 6 quality assurance program requirements. FLOAT BLOCK WALL WITH PORTLAND CEMENT AND SMOOTH SO THAT MORTAR JOINTS ARE NOT VISIBLE FROM ANY REASONABLE ANGLE, PAINTED PLASTER FINISH TO MATCH EXIST. TILT -UP CONCRETE PANELS. PAINT AND TEXTURE MUST BE APPROVED BY LANDLORD PRIOR TO APPLICATION CONTINUOUS 3/4" FRY REGLET REVEAL AROUND PERIMETER OF OPENING, DEPTH AS REQUIRED. EXIST. CONCRETE SLAB INFILL WALL SECTION SCALE: 3" =1'-0" SEALANT JOINT FRY REGLET MOLDING METAL END CLOSER EXISTING BUILDING MULLION & GLAZING SYSTEM 1/2" X 2-1/2". NEOPRENE DOUBLE SIDED TAPE, 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 PARTITION TO MULLION PLAN DETAIL SCALE: 3" =1'-0" 5/8" GYP. BD. 16 GUAGE METAL STUD AT OPEINING 1/4" CARRIAGE BOLT 2 1/2" X 2 1/2" METAL ANGLE J MOLD 1/4" SECURITY GRILLE DETAIL @ SECURITY GRILLE SCALE: 3" =1'-0" GENERAL NOTES LEGEND REVIEWED FOR CODE COMPLIANCE APPROVED MAR 262014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER 10400 Rodgers Road Houston, Texas 77070 Phone: 281474.8644 Fax: 281.374-8992 ( Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 1 x CD Ca- O U) W rc a CO co oo H LI W -E— Cn co r r Ln M 0, ISSUES & REVISIONS Issue Issue Date Issue Description 1 03.10.2014 CITY COMMENTS L J SEALISIGNATURE REGISTERED ARCHITECT SID A WASHINGTON ARCHITECT REGISTRATION # 10237 ( PROJECT SPECIFIC SHEET TITLE Scale: As indicated DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: Al2.01 NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE ,0 201.3 Gensler D:\RevitModels127.6699.006 - EdgeConnex - Seattle_R13 Justin Hoffman.rvt SYMBOL MANUFACTURER/DESCRIPTION SYMBOL MANUFACTURER/DESCRIPTION RB01MANUFACTURER: BASE - RUBBER BASE PTO 1 TYPICAL PAINT ARMSTRONG STYLE/SERIES: COVE COLOR: MILK SIZE: 4" HIGH NUMBER: 23 • LOCATION: REF PLAN, AT (PT01) & (PT02) WALLS MANUFACTURER: BENJAMIN MOORE COLOR: CHANTILLY LACE FINISH: EGGSHELL NUMBER: OC-65 LOCATION: REF PLAN; PUBLIC AREAS RB02 BASE - RUBBER BASE P-102 TYPICAL PAINT MANUFACTURER: STYLE/SERIES: COVE ARMSTRONG COLOR: SHALE SIZE: 4" HIGH NUMBER: 13 LOCATION: REF PLAN, AT (PTO4) & (PT03) WALLS MIN MOORE MANUFACTURECOLOR: CHANTIRLLY LACE FINISH: SEMI GLOSS NUMBER: OC-65 LOCATION: REF PLAN, DATA CENTER PLO1 PLASTIC LAMINATE PT03 PAINT MANUFACTURER: N COLOR: GUNMETAL NUMBER: NUMBER: S6020T LOCATION: BREAK - REF ELEVATIONS MOORE CO MANUFACTUREROR: CLASSIC FINISH: SEMI GLOSS NUMBER: 1548 LOCATION: REF PLAN; EXPOSED COLUMNS & BACK OF HOUSE AREAS PLO2COLOR: PLASTIC LAMINATE PT04 ACCENT PAINT CHALK WHI EAR NUMBER: S7024T LOCATION: BREAK - REF ELEVATIONS MANUFACTURER: CO OR: BLUER RRYBENJAMIN MOORE FINISH: EGGSHELL NUMBER: 2063-30 LOCATION: REF PLAN P1-05 DOORS AND FRAMES PAINT MANUFACTURER: BENJAMIN MOORE COLOR: STORMY SKY FINISH: SEMI GLOSS NUMBER: 1616 LOCATION: DOORS AND FRAMES 01 FIBERGLASS REINFORCED PANEL EPDXY ENAMEL FLOOR PAINT MANUFACTURER: CSACROVYN COLOR: CHARCOAL NUMBER: 162 LOCATION: DOCK WALLS NOTE: 8'-2" HIGH MANUFACTURER: SHERWIN-WILLIAMS STYLE/SERIES: ARMORSEAL 650 COLOR: DECK GRAY DESCRIPTION: SELF -LEVELING EPDXY B58Q650 SERIES NOTE: TWO COATS: FINISH COATS: INTERIOR, EPDXY FLOOR PAINT. IMMEDIATELY AFTER THE PLACEMENT OF THE SECOND COAT, CAST SLIP RESISTANT SAND GRIT INTO THE EPDXY FLOOR PAINT TO PROVIDE A COEFFICIENT OF FRICTION OF NOT LESS THAN 0.6 PTO6 C001 CONCRETE FLOOR SEALER CARPET NAME:EVERCLEAR - BREATHABLE 100% ACRYLIC CONCRETE SEALER MANUFACTURER: THE EUCLID CHEMICAL COMPANY NOTE: HIGH SOLIDS, NOW -YELLOWING, SEALING COMPOUND WITH A VOC CONTENT OF 250 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART (EPA METHOD 24) MANUFACTURER: MOHAWK GROUP - BIGELOW STYLE/SERIES: TRAVEL TIME MODULAR COLOR: PENINSULA DESCRIPTION: QUARTER TURN INSTALLATION LOCATION: REF PLAN VENDOR CONTACT: SUSAN LEATH, 972.467.5785 GL®I MIRRORED GLASS PORCELAIN FLOOR TILE MANUFACTURER: BOBRICKT�01 STYLE/SERIES: B-165 2448 448 SIZE: 24" W x 48" H DESCRIPTION: CHANNEL - FRAME DESCRIPTION (CONT): (CONT) : ONE PIECE, 1/2" X 1/2" X 3/8" CHANNEL - FRAME THICKNESS: 1/4" LOCATION: RESTROOM NOTE: TYPE 430 STAINLESS STEEL WITH BRIGHT -POLISHED FINISH. MITERED CORNERS. FRAME SCREW PERMITS EASY REPLACEMENT OF GLASS. NO. 1 QUALITY, 1/4" (6MM) GLASS MIRROR; WARRANTED AGAINST SILVER SPOILAGE FOR 15 YEARS. GALVANIZED STEEL BACK SECURED TO CONCEALED WALL HANGER WITH THEFT -RESISTANT MOUNTING. MANUFACTURER: CONCEPT SURFACES STYLE/SERIES: COMPRESSED COLOR: GRAFFITO FINISH: MATTE SIZE: 12" X 32" DESCRIPTION: SPACERS REQ'D FOR INSTALLATION GROUT: 1/8" LOCATION: RESTROOM VENDOR CONTACT: GEOFF GROSS, 972.386.4900 TL02 PORCELAIN WALL TILE MANUFACTURER: STYLE/SERIES: COLOR: IVORY FINISH: MATTE SIZE: 12" DESCRIPTION: GROUT: LOCATION: VENDOR COMPRESSED CONCEPT SURFACES REQ'D FOR INSTALLATION GEOFF GROSS, 972.386.4900 X 32" SPACERS 1/8" RESTROOM CONTACT: PORCELAIN TILE BASE MANUFACTURER: CONCEPT SURFACES STYLE/SERIES: COMPRESSED COLOR: GRAFFITO FINISH: MATTE SIZE: 4" HIGH X 32" DESCRIPTION: SPACERS REQ'D FOR INSTALLATION GROUT: 3/16" LOCATION: RESTROOM VENDOR CONTACT: GEOFF GROSS, 972.386.4900 NOTE: CUT SIDE OF TILE TO FACE DOWN AT FLOOR 1103 C ®1 TYPICAL CEILING TILE C LO2 PERFORATED CEILING TILE MANUFACTURER: STYLE/SERIES: PERFORAMA FINE FISSURED, TRIM EDGE, LAY -IN PANELS COLOR: PAINTED STANDARD COLOR: SILVER LILNING SIZE: 24" X 24" (FOR 15/16" WIDE GRID) DESCRIPTION: #HHF-175 LOCATION: REF RCP SUSPENDED CEILING GRID: CHICAGO METALLIC 1200 (STAB) SEISMIC 15/16" WIDE X 1-1/2" HT. INTERMEDIATE DUTY T-BAR GRID SUSPENSION, GALVANIZED STEEL, 24" X 48" MODULE; SUSPENSION FINISH: SILVER SATIN NOTE: L-MODE 15/16" X 15/16" MANUFACTURER: CHICAGO METALLIC STYLE/SERIES: SQUARE EDGE, LAY -IN PERF PANELS COLOR: PAINTED STANDARD COLOR: SATIN SILVER SIZE: 24" X 24" (FOR 15/16" WIDE GRID) DESCRIPTION: PERFORATED PATTERN: J LOCATION: REF RCP NOTE: TILES TAGGED 'P' ON REFLECTED CEILING PLAN SUSPENDED CEILING GRID: CERTAINTEED CLASSIC STAB, INTERMEDIATE DUTY 15/16" WIDE X 1-1/2" HT. GALVANIZED STEEL, SUSPENSION FINISH: STOCK WHITE CS12-12-15 MAIN RUNNERS, 12' LENGTH CS2-12-12 CROSS TEES 2' LENGTH WA12-1515/16" WALL ANGLE C L®3 EXPOSED CEILING LO4 CEILING TILE DESCRIPTON: OPEN OCA ION! REF RCP TO ABOVE C MANUFACTURER: ARMSTRONG STYLE/SERIES: DUNE SQUARE LAY -IN LOCATION: REF RCP NOTE: WITH PRELUDE XL 15/16" TEGULAR EDGE SUSPENDED CEILING GRID: CHICAGO METALLIC 1200 (STAB) SEISMIC 15/16" WIDE X 1-1/2" HT. INTERMEDIATE DUTY T-BAR GRID SUSPENSION, GALVANIZED STEEL, 24" X 24" MODULE; SUSPENSION FINISH: SILVER SATIN Li 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. 3000 PSI CONCRETE PIER PIPE BOLLARD DETAIL SCALE: 1/2" =1'-0" 2'-1" 25" MAX TO CONTROLS mil Li < 1 1 ): `r l•ro- u d- f SCHEDULED FAUCET REF ELEVATION FOR BACKSPLASH CONDITION — SCHEDULED SINK — EDGE -MOUNTED PULL MOUNTED HORIZONTAL, SEE SPEC (RE: TYPICAL P-LAM EDGE DETAIL) WOOD SHIM P-LAM DOOR WITH COLOR CORE EDGE BACKER PANEL SCHEDULED PARTITION SCHEDULED FINISH FLOORING BASE CABINET WITH SINK PLAM COUNTERTOP SCALE: 1 1/2" =1'-0" 1 2' -1" •CV I• REF ELEVATION FOR BACKSPLASH CONDITION COUNTERTOP EDGE -MOUNTED PULL MOUNTED HORIZONTAL, SEE SPEC (RE: TYP CABINET DOOR 4/Al2.10) WOOD SHIM ADJUSTABLE SHELF W/ P-LAM EDGE SUPPORTED ON MTL CLIPS P-LAM DOOR BACKER PANEL SCHEDULED PARTITION WHITE MELAMINE AT ALL INTERIOR SURFACES P-LAM BASE SCHEDULED FINISH FLOORING BASE CABINET WITH SHELVING SCALE: 1 1/2" = 1'-0" 2 PLASTIC LAMINATE, AS SCHEDULED BLOCKING AS REQ'D SUBSTRATE MATERIAL NOTE: US THE DETAIL AT ALL PLASTIC LAMINATE COUNTERS TYPICAL PLAM EDGE SCALE: 12" =1'-0" 1 1/ N MOUNT HARDWARE AS SHOWN ON DOOR FACE. STANDARD WIRE PULL, BRUSHED STAINLESS STEEL FINISH. 5 TYPICAL CABINET DOORS SCALE: 1" =1'-0" GENERAL NOTES LEGEND REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION 10400 Rodgers Road Houston, Texas 77070 Phone: 281.374.8644 Fax: 281-374-8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 / 1 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 J t 1 x cD c CTJ c2 co co W cc C CO CO oo ri J 1 ISSUES & REVISIONS Issue Issue Date Issue Description 1 2.17.2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER 1 SEALISIGNATURE REGISTERED ARCHITECT SIDNEY L. 'CARBORO STATE OF WASHINGTON SID ' SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 i DETAILS Scale: As indicated SHEET TITLE 1• DRAWN: REVIEW: PROJECT NO.: 27.6699.006 SHEET NO: 12.10 0 2013 Gensler Ismonownin c6 E 2 co QI co (J) m 0 0 0) uI c0 0 0 0) rn ti N 0 0 SCALE: 3" =11-0" ALUMINUM HAND RAIL RAIL RETURNS TO WALL AFTER 12" EXTENSION HANDRAIL DETAILS A SCALE: 3" =1'-0" 08 71 00.D00 THRESHOLD SCHEDULED RAISED ACCESS FLOOR SYSTEM, REFER TO PLANS 09 29 00A00 GYPSUM BOARD 09 22 16.A00 METAL STUD 09 29 00.F00 SOUND ATTENUATION BLANKET 02 41 19.D02 EXISTING SLAB TO REMAIN SCALE: 1 1/2" =1'-0" 1 1/2" PAINTED STEEL PIPE HANDRAIL, BOTH SIDES. PAINT TO MATCH EXITING BUILDING ACCENT COLOR: BENJAMIN MOORE COMPANY, # 2130-30 "ALMOST BLACK" 1" DEEP OPEN GRATING, LANDING AND TREADS. LONG DIM. OF GRATE PERP. TO PATH OF TRAVEL. NOTE: PAINT AND PRIME ALL STEEL STAIR COMPONENTS TO MATCH EXISTING BUILDING ACCENT COLOR: GLIDDEN COMPANY, #A1708 "AUTHENTIC BROWN" 12 GA. RISER PLATE. 7" MAX. RISER HT. FIELD VERIFY TOTAL RISE: MC 12 X 10.5 STRINGER RAMP THRESHOLD (JOINS TOP OF RAMP TO ACCESS FLOOR) STEEL PEDESTAL HEAD STEP PEDESTAL BASE DIAGONAL BRACE ATTACHED TO PEDESTAL HEAD FLOOR PANEL ALUMINUM RAMP SHOE CONCRETE SLAB PEDESTAL ASSEMBLIES WITH SWIVELED HEAD TO MATCH SLOPE OF RAMP FASCIA PLATE ASSEMBLY (CUT TO MATCH SLOPE OF RAMP. ATTACH FASCIA PLATE TO BOTTOM ANGLE WITH POP RIVETS OR THREADED FASTENERS. EDGE IS FINISHED WITH FASCIA TOP TRIM ANGLE.) FASCIA BOTTOM ANGLE (CUT TO MATCH SLOPE OF RAMP. FASTEN TO SUB -FLOOR WITH ADHESIVES) TRIM ANGLE 1/8" RIVET OR #8 FHMS FASCIA PLATE 1/8" RIVET OR #8 FHMS FASCIA BOTTOM ANGLE 1/4-20 X 2 3/8" COMBO SCREW FROM PANEL TO HEAD ACCESS FLOOR PANEL STRINGER SCREWS 1/4-20 X 1 3/4" FHMS STRINGERS SHEET NOTES GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION 11" TREADS, SEE PLAN COORD. W/ TOTAL RISE IIIIIIIIIIIIIIIIII IIIIII1lfl„lllllll 111111,11111111011 CLIP ANGLE CONNECTION EXTERIOR METAL STAIR SCALE: .1/2" =1'-0" ACCESS FLOOR PANELS BOLTED STRINGERS RAMP SHOE ASSEMBLY RAMP ASSEMBLY SCALE: 3" =1'-0" POSILOCK STEP ASSEMBLY SCALE: 1" =1'-0" ALUMINUM TRIM ANGLE ALUMINUM POP RIVET ALUMINUM FASCIA PLATE BARE CONCORE PANEL PERIMETER PEDESTAL 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 RAISED FLOORING @ PERIMETER SCALE: 1 1/2" =1'-0" RAMP THRESHOLD SECURED WITH #8 X 3/4" PLATED FHMS TRIM SCREW 1/4-20 X 2-3/8" COMBO SCREW FROM PANEL TO HEAD STRINGER EDGE OF ACCESS FLOOR PANEL SWIVEL HEAD PERIMETER PEDESTAL TRIM SCREW #8 X 3/4" FHMS PLATED SWIVEL HEAD SCALE: 1 1/2" =1'-0" ACCESS FLOOR PANEL STRINGER RESTS ON SUBFLOOR CONCRETE ANCHOR @ 24" O.C. RAMP SHOE BOTTOM OF RAMP TOP OF RAMP SIDE OF RAMP (EXPOSED EDGE CONDITION) CONNECTIONS ATSWIVEL PEDESTAL HEAD RAMP DETAILS @ BOTTOM SCALE: 3" =1'-0" 10400 Rodgers Road (.., Houston, Texas 77070 Phone: 281-37 .44 Fax: 281-374-8992 J Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240 Tel: 214.273.1500 Fax: 214.273.1505 VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393' Telephone: 503.222.4453 Facsimile: 503.248.9263 Issue 1 ISSUES & REVISIONS Issue Date 2.17.2014 Issue Description ISSUE FOR PERMIT. RECEIVED CITY OF TUKWILA FEB 2 0 2214 PEfl a T CENTEP SEALISIGNATURE SID SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 1 SHEET TITLE MISCELLANEOUS DETAILS Scale: As indicated r DRAWN: REVIEW: PROJECT NO.: 27.6699.006 0 2013 Gensler SHEET NO: Al 2.50 '-Olt 12'-0" SECTION c'5 U REFER TO CEILING / END WALL DETAIL CLG MAIN RUNNER 3/8" MIN. CLR. CROSS OR MAIN RUNNER TYPICAL CLG MAIN HANGER CLG COMPRESSION STRUT SCHEDULED CEILING SYSTEM 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 6'-0" FROM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12'-0" THEREAFTER. SECTION STRUCTURE ABOVE 1 TYPICAL 12 GA. VERTICAL CLG. HANGER 12 GA. BRACE WIRES AT 45 IN FOUR DIRECTIONS - WIRES TIED TO GRID SELF TAPPING DRIVE SCREW 8"X1/2 SPRING CLIP .035 SPRING STEEL CLG MAIN RUNNER 2" MAX. CLG MAIN RUNNER 2" MAX. CONNECTION DEVICE (100LB CAPACITY MINIMUM) PINNED TO CEILING STRUCTURE & BOLTED TO COMPRESSION STRUT VERTICAL COMPRESSION STRUT MADE FROM .055 STEEL TUBING CLG CROSS TEE CLIP ON END OF VERTICAL BRACE FOR SNAPPING & LOCKING ON MAIN RUNNER COMPRESSION STRUT DETAIL SCALE: 3" =1'-01' TYPICAL 12 GA. VERTICAL HANGER WIRE ANCHORED TO BUILDING STRUCTURE ABOVE AND SPRING CLIPPED TO COMPRESSION STRUT TWO 12 G.A. CLG SPLAY HANGER AT 45° - PARALLEL TO CROSS TEES LG LOCKING CROSS TEE AT 4'-0" O.C. 4141. INTERSECTION STRENGTH LIMITS 180 LB MIN. CONNECTION DEVICE (100LB CAPACITY MIN) - PINNED TO CEILING STRUCTURE AND BOLTED TO VERTICAL COMPRESSION STRUT CLG COMPRESSION STRUT SEE SEISMIC BRACING DETAIL FOR SPACING REQUIREMENTS (NO SPLICING) TWO 12 G.A. CLG SPLAY HANGER AT 45° PARALLEL TO MAIN TEES TYPICAL CLG HANGER AT 4'-0" O.C. CLG MAIN RUNNER AT 4'-0" O.C. COMPRESSION STRUT DETAIL SCALE: 3" =1'-0" SLACK WIRE - AS REQUIRED BY WEIGHT OF FIXTURE LAY -IN LIGHT FIXTURE HEAVY DUTY CROSS TEES HEAVY DUTY MAIN RUNNER NOTES: TYPICAL 12 GA. CLG. HANGER CLG. SPLAY HANGER HEAVY DUTY MAIN RUNNER ATTACH FIXTURE HOUSING TO CEILING SYSTEM WITH SEISMIC CLIPS & SELF TAPPING METAL SCREWS ONE AT EACH CORNER 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 RIOR TO INSTALLATION. NOTE: ATTACHMENT OF CEILING REGISTERS TO COMPLY WITH IBC REQUIREMENTS. LIGHT FIXTURE INSTALLATION SCALE: 3" =1'-0" BOTTOM OF STRUCTURE ABOVE 12 G.A. DIAGONAL CLG SPLAY WIRE(4) 12 G.A. VERTICAL CLG HANGER NOTES: 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" 0.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. CONNECTION DEVICE 100 LB CAPACITY MIN. SECURE TO STRUCTURE ABOVE SEE COMPRESSION STRUT DETAILS ACOUSTICAL PANEL CEILING HEAVY DUTY SUSPENSION SYSTEM GENERAL NOTES LEGEND REVIEWED FOR DE COMPLIANCE ROD MARAPP2 6 APPROVED 2014 City of Tukwila BUILDING DIVISION 10400 Rodgers Road Houston, Texas 77070 Phone: 281 374.8644 Fax: 281-374.8992 Gensler 5420 LBJ Freeway Suite 1100 Dallas TX 75240. Tel: 214.273.1500 Fax: 214.273.1505 e VLMK Consulting Engineers Civil & Structural Engineer 3933 SW Kelly Avenue Portland, OR 97239-4393 Telephone: 503.222.4453 Facsimile: 503.248.9263 J co co o) Ct Co 07 N M ( ISSUES & REVISIONS Issue Issue Date Issue Description 2.17.2014 ISSUE FOR PERMIT RECEIVED CITY OF TUK1NILA FEB 2 0 2014 PERMIT CENTER SEAL/SIGNATURE REGISTERED ARCHITE T SIDNEY SCARBORO, AIA WASHINGTON ARCHITECT REGISTRATION # 10237 SHEET TITLE SEISMIC DETAILS Scale: 3" =1'-0" t DRAWN:: REVIEW PROJECT NO.: 27.6699.006 SHEET N0: SEISMIC BRACING DETAIL SCALE: 3" =1'-0" SEISMIC BRACING AT CEILING SCALE: 3" = Al2.51 J fl 2013 Gensler $3 M ELECTRICAL SYMBOLS LEGEND (ALL SYMBOLS . SHOWN ARE NOT NECESSARILY USED ON DRAWINGS) SINGLE POLE SWITCH 20A. 120/277 VOLT. (MOUNTED AT 42" AFF) 3-WAY SWITCH 2OA. 120/277 VOLT. (MOUNTED AT 42" AFF) 4-WAY SWITCH 20A. 120/277 VOLT. (MOUNTED AT 42" AFF) SINGLE PHASE MANUAL MOTOR SWITCH STARTER WITH THERMAL OVERLOAD ELEMENT MOUNTED 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. SIMPLEX RECEPTACLE: 20A, 125V, 3-WIRE, GROUNDING TYPE (NEMA #5-20R), MOUNTED +18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. it 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. IG DUPLEX RECEPTACLE: 20A, 125V, 3WIRE, GROUNDING TYPE (NEMA 5-20R). 'AC' INDICATES AC MOUNTED ABOVE COUNTER TOP. COORDINATE MOUNTING HEIGHT WITH COUNTER CONTRACTOR. 'IG' INDICATES ISOLATED GROUNDING TYPE. GFI GROUND FAULT CIRCUIT INTERRUPTER TYPE DUPLEX RECEPTACLE 20A, 125V, 3-WIRE GROUNDING TYPE. MOUNTED 18"AFF TO CENTERLINE, UNLESS NOTED OTHERWISE. GFI 0 GROUND FAULT CIRCUIT INTERRUPTER TYPE DUPLEX RECEPTACLE MOUNTED IN A WEATHERPROOF DEVICE BOX, 20A, 125V, 3-WIRE GROUNDING TYPE. COORDINATE MOUNTING WITH INSTALLATION LOCATION. 2'x4' FLUORESCENT FIXTURE 1'x4' 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. WALL MOUNTED LIGHT FIXTURE RECESSED DOWN LIGHT OR INCANDESCENT LIGHT FIXTURE RECESSED WALL WASHER SURFACE MOUNTED BRACKET LIGHT e 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. 27kV POLE MOUN I EU SITE LIGHTING FIXTURE TRANSFER SWITCH. SWITCH POSITION INDICATES NORMAL POWER SOURCE. 'ATS' DESIGNATION DENOTES AUTOMATIC TRANSFER SWITCH. OSINGLE PHASE OR THREE PHASE MOTOR WITH INDICATED HORSEPOWER L L NON -FUSED, HEAVY DUTY SAFETY SWITCH COMBINATION MAGNETIC MOTOR STARTER/DISCONNECT SWITCH FUSED, HEAVY DUTY SAFETY SWITCH MOTOR STARTER, TYPE AS INDICATED ON DRAWINGS 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. • FIXED MOUNTED CIRCUIT BREAKER. SEE ONE -LINE DIAGRAM AND SPECIFICATION S FOR MORE •) INFORMATION. GROUND FAULT DETECTION/ALARM. GROUND FAULT INTERRUPTION. BLOWN FUSE TRIP (SINGLE -PHASING PROTECTION) LIGHTNING ARRESTOR WITH INDICATED VOLTAGE KIRK -KEY DESIGNATION AS SHOWN ON ONE-UNE DIAGRAM. '#' INDICATES KIRK -KEY LABEL IN SYSTEM. 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 (CONTs) — — CONDUIT CONCEALED IN OR BELOW FLOOR GRADE CONDUIT IN CEILING OR WALLS SWITCH LEG—\ Z GROUND Z I iw Z �- HOT I HASH MARKS INDICATE NUMBER OF #12 CONDUCTORS IN CONDUIT (UNLESS NOTED OTHERWISE ON PLANS OR ONE UNE DIAGRAM) 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. MULTIPLE HOMERUNS TO PANEL WITH CIRCUIT NUMBERS AS INDICATED CONDUIT EXPOSED O CONDUIT UP • CONDUIT DOWN EPO 2 0 HH P C 1-1 4" A ABV AC AFC AFF AEG AHU ARF AUX. AWG OCCUPANCY SENSOR SWITCHING DEVICE. REFER TO SPECIFICATIONS. OCCUPANCY SENSOR. '#' DENOTES TYPE OF SENSOR. REFER TO SPECIFICATIONS. ARROW(S) INDICATE SENSOR ORIENTATION. EPO SYSTEM PUSHBUTTON. CHEMICAL GROUND ROD GROUND ROD GROUNDING HANDHOLE OPEN OFFICE FURNITURE POWER POLE SUPPLIED WITH FURNITURE. OPEN OFFICE FURNITURE COMMUNICATIONS POLE SUPPLIED WITH FURNITURE. L LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC) CONNECTION TO EQUIPMENT. MAXIMUM LENGTH OF FLEXIBLE CONDUIT 6'-0". O 4" SQUARE JUNCTION BOX RECESSED IN WALL UNLESS NOTED OTHERWISE. 12/6 JUNCTION BOX WITH CONDUIT FOR VOICE/DATA CABLING STUBBED TO ABOVE CEILING, SIZE AS D 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 AMPS ABOVE ABOVE COUNTER AVAILABLE FAULT CURRENT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ABOVE RAISED FLOOR AUXILIARY AMERICAN WIRE GAUGE BRF BC BLDG BELOW RAISED FLOOR BELOW COUNTER BUILDING C C.F.C.I. CH CKT CL CLG COMP CONC COND CONN. CT CTV CTW DISC. DS DN DTS DWG CONDUIT CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CHILLER CIRCUIT CENTERLINE CEILING COMPRESSOR CONCRETE CONDENSER CONNECTION CURRENT TRANSFORMER CABLE TELEVISION COOLING TOWER DISCONNECT DISCONNECT SWITCH DOWN DOUBLE -THROW SWITCH DRAWING (E) EA. EC EDF EF ELEC. ELEV. EMT ENL. E.O. EPO EXH. EXIST. EXISTING EACH ELECTRICAL CONTRACTOR ELECTRIC DRINKING FOUNTAIN EXHAUST FAN ELECTRICAL ELEVATOR ELECTRICAL METALLIC TUBING ENLARGED ELECTRICALLY OPERATED EMERGENCY POWER OFF EXHAUST EXISTING FCU FLA FLEX. FLR FMS FS FT FUT. FAN COIL UNIT FULL LOAD AMPS FLEXIBLE FLOOR FACILITY MONITORING SYSTEM FUSED SWITCH FOOT/FEET FUTURE GC GFI GND GNDG GEN. GENERAL CONTRACTOR GROUND FAULT INTERRUPTOR GROUND GROUNDING GENERATOR HP HORSE POWER IC INTERMEDIATE CLASS J-BOX JUNCTION BOX KVA KW KILOVOLT -AMPS KILOWATTS LA LFMC LRGST LRA LTG LVL MAX' MC MECH MIN MSGB M.O. MTR MV LIGHTNING ARRESTOR LIQUIDTIGHT FLEXIBLE METAL CONDUIT LARGEST LOCKED ROTOR AMPS LIGHTING LEVEL MAXIMUM MECHANICAL CONTRACTOR MECHANICAL MINIMUM MASTER STATION GROUND BAR MOTOR OPERATED MOTOR MEDIUM VOLTAGE N.C. NEC NEMA NFPA NF N.O. NIC NTS NORMALLY CLOSED NATIONAL ELECTRIC CODE NATIONAL ELECTRICAL MANUF. ASSOC. NATIONAL FIRE PROTECTION ASSOCIATION NON -FUSED NORMALLY OPEN NOT IN CONTRACT NOT TO SCALE OAHU OUTSIDE AIR HANDLING UNIT 0.C. ON CENTER 0.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 REDUND. RE: REQ'D REV RLA RM RPM RECEPTACLE REDUNDANT REFERENCE REQUIRED REVISION RUNNING LOAD AMPS ROOM REVOLUTIONS PER MINUTE S.T. STD SW SWBD SWGR SHUNT TRIP STANDARD SWITCH SWITCHBOARD SWITCHGEAR TRANS. TV TYP TRANSITION TELEVISION TYPICAL UGE U.N.O. UTIL UNDERGROUND ELECTRIC UNLESS NOTED OTHERWISE UTILITY COMPANY V VA VAV VOLTS VOLT AMPS VARIABLE AIR VOLUME W WH W/ W/0 WP WATTS WATER HEATER WITH WITHOUT WEATHERPROOF XFMR TRANSFORMER Z IMPEDANCE GENERAL ELECTRICAL NOTES CODES AND STANDARDS ALL ELECTRICAL WORK PREFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE 2008 VERSION OF THE NATIONAL ELECTRICAL CODE (INCLUDING ANY CITY OF. ENGELWOOD AND DOUGLAS COUNTY 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. PER ORDINANCE 2011.33 ALL EQUIPMENT RATED AT 1,000AMPS OR GREATER INSTALLED BY CONTRACTOR SHALL BE TESTED IN CONFORMANCE WITH UL STANDARD 869 OR 891 FOR INSULATION BREAKDOWN PRIOR TO ITS BEING ENERGIZED. THIS TEST SHALL BE PERFORMED BY AN INDEPENDENT TESTING FACILITY OR AGENCY APPROVED BY THE AUTHORITY HAVING JURISDICTION. 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 CENTER SHALL BE DONE IN A MANNER TO PREVENT THE PRODUCTION OF DUST. SUBMITTALS MANUFACTURER'S CATALOG CUTS AND SHOP DRAWINGS FOR THE FOLLOWING APPARATUS, GIVING FULL DESCRIPTION AND OTHER PERTINENT FACTS, SHALL BE SUBMITTED TO BCEI AND THEIR REVIEW SECURED BEFORE APPARATUS IN QUESTION IS ORDERED, BUILT, OR INSTALLED. (1)LIGHTING FIXTURES (2)DISTRIBUTION EQUIPMENT (3)FIRE ALARM EQUIPMENT (4)DEVICES (5)OTHER EQUIPMENT REQUESTED 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. FIRE 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 COMPLLIL, 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 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 SEPARATE 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 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, FIRE 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, 0.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 INLCUSION IN COMMISSIONING DOCUMENTATION. TESTING TO BE PERFORMED IN A TIMELY MANNER SO AS NOT TO INHIBIT THE PROGRESS OF THE PROJECT. ELECTRICAL SHEET INDEX: E0.1 ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS E0.2 ELECTRICAL SPECIFICATIONS E0.3 ELECTRICAL SPECIFICATIONS E1.1 ELECTRICAL ONE —LINE DIAGRAM E1.2 ELECTRICAL GROUNDING ONE —LINE DIAGRAM E2.D ELECTRICAL DEMOLITION PLAN E2.0 ELECTRICAL SITE PLAN 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 E3.2 E3.3 E3.4 E3.5 ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS E4.1 ELECTRICAL SCHEDULES E4.2 ELECTRICAL SCHEDULES E4.3 ELECTRICAL SCHEDULES E4.4 ELECTRICAL SCHEDULES ALL EQUIPMENT WILL BE IDENTIFIED, LABELED, LISTED, APPROVED AND INSTALLED BY DEFINITION OF THE 2008 NEC 10400 Rodgers Road (3/4, HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax: 281-374-8992 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 x cl) 0 w C57) D: EDCSEA41 1-- 0) ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT I ECEIVFD CITY OF TUKWILA FEB 2 0 2014 PERMIT CEN FER J ExPlFas pg . [c' .. . SHEETT1TLE ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS SEPARATE DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHEET NO. E0.1 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ELECTRICAL SPECIFICATIONS PART I: GENERAL - ELECTRICAL 1-1 DESCRIPTION: All work on these drawings shall be done in strict accordance with these specifications. All work fairly implied as essential to the complete functioning of the electrical systems shown on the Drawings and Specifications shall be completed as part of the work of this Division unless specifically stated otherwise. It is the intention of the Drawings and Specifications to establish the types of the systems, but not set fortheach item essential to a the functio ning of the system. In case of doubt as to the work intended, or in the event of amplification of clarification thereof, the Contractor shall call upon BCEI for supplementary instructions, Drawings, etc. 1-2 WARRANTY: The undertaking of the work described in this .Division shall be considered equivalent to the issuance, as part of this work, of a specific guarantee extending one year beyond the date of completion, of work and acceptance by Owner, against defects in materials and workmanship. Materials, appliances and labor necessary to effect repairs and replacement so asto maintain said work in good functioning order shall be provided as required. Replacements necessitated by normal wear in use or by Owner's abuse are not included under this guarantee. 1-3 PROJECT CONDITIONS: Visit the site of the proposed construction in order to fully, understand the facilities, difficulties and restriction attending the execution of the work. No additional compensation will be allowed this Contractor for work or items omitted from his original Proposal due to his failure to inform himself regarding such matters affecting the performance of the work in this Contract or necessary forthe installation and completion of the work included herein. 1-4 PERMITS AND FEES: The contractor shall arrange and pay for all permits, fees, tests, and all inspections as required by governmental authorities. 1-5 COORDINATION WITH FIELD CONDITIONS: Contractor shall review all . pertinent Drawings and adjust his work to all conditions shown there on. Discrepancies between Plans, Specifications, and actual field conditions shall be brought to the prompt attention of BCEI. Approximate location of transformers, feeders, branch circuits, lighting and power outlets panels, outlets for special systems, etc., are indicated on the Drawings. However, the Drawings, do not give complete and accurate detailed locations of such outlets, conduit runs, etc., and exact locations must be determined by actual field measurement. Such locations will, at all times, be subject to the approval of BCEI. Communicate with BCEI and secure approval of any outlet (light fixture, receptacle, switch, etc.) location about which there may be the least question. Outlets obviously placed in a location not suitable to the finished room or without specific "approval, shall be removed and relocated when so directed by BCEi. Location of light fixtures shall be coordinated with reflected ceiling plans. 1-6 SUBMITTALS: Contractor shall provide six sets of submittals, shop drawings, descriptive literature, physical data and a specification critique for the following items: Lighting and Distribution Class Panelboards Substations Enclosed Bus Assemblies Switchboards Heavy Duty Disconnect Switches Lighting. Fixtures and Lamps . Dry Type Transformers Fire Alarm System Transient Voltage Suppression Any deviations from the specified items shall be listed on the cover sheet and clearly itemized for all deviations. The contractor shall provide two copies of owner's manuals to the architect upon completion of the work. 1-7 SUBSTITUTIONS A. The names, manufacturers, and model numbers have been used in the Contract documents to establish types of equipment and standards of quality. Where more than one manufacturer is namedfor a specific item of equipment, only one of the specified manufacturers will be considered for approval. Where only one manufacturer is mentioned with the phrase "or approved equal', Contractor may submit an alternate manufacturer for consideration, provided the following conditions are met: 1. Submit alternate equipment with complete descriptive data in shop drawing form. Provide sample of equipment upon request for review by Architect. Samples will be . returned if requested in writing. 2. Alternate equipment must be equal from the standpoint of materials, construction and performance. B. The Architect and Engineer shall be the sole judge of quality and equivalence of equipment, materials and methods. 1-8 QUALITY ASSURANCE: All work shall be performed in accordance with all state, local & federal codes and all authorities having jurisdiction, including but not limited to: National Electrical Code (NEC) American Society for Testing and Materials (ASTM) Underwriter's Laboratories, Inc. (UL) Insulated Power Cable Engineer's Association (IPCEA). National Electrical Manufacturer's Association (NEMA). Institute of Electrical and Electronic's Association (IEEE). American National Standards Institute (ANSI). National Fire Protection Association (NFPA). City of Houston Building Code 1-9 SLEEVES, CUTTING AND PATCHING: This Section shall be responsible for the placing of sleeves for all conduit passing through walls, partitions, beams, floors, roof, etc. Sleeves through below -grade walls shall be as specified and detailed on the plans. All cutting and patching will be done under another Division, but this Section will be responsible for timely performance of this work and layout of holes and setting sleeves. . 1-10 EXCAVATION AND BACK FILL: Trenching and backfilling and other install the facilities specified herein requirements of Division 2 (95% of trenching or excavation . is required be compacted to a condition equal earthwork operations required to shall conform to the applicable maximum standard density). Where in improved areas, the backfill shall to that of adjacent undisturbed earth and the surface of the area restored to the condition existing prior to trenching or excavating operations. The plans indicate information pertaining . to surface and sub -surface obstructions; however, this information is not guaranteed. Should obstructions be encountered whether or not shown, the Contractor shall alter routing of new work, reroute existing lines, remove obstructions where permitted, or otherwise perform whatever work is necessary to satisfy the purpose of new work and leave existing surfaces and structures in a satisfactory and serviceable condition. 1-11 CLEANING: Clean lighting fixtures and equipment. Touch-up and refinish scratches and marred surfaces on panels, switches, starters, and transformers. 1-12 TESTS AND INSPECTIONS Tests and inspection requirements shall be coordinated with BCEI.. Date for final acceptance test shall be sufficiently in advance of completion date of contract to permit alterations or adjustments necessary to achieve proper functioning of equipment prior to contract completion date. Conduct re -tests as directed by BCEI on portions of work or equipment altered or adjusted as determined to be necessary by final acceptance test. No resultant delay or consumption of time as a. result of such necessary re -test beyond contract completion date shall relieve Contractor of his responsibility under contract. Put circuits and equipment into service under normal conditions, collectively and separately, as may be required to determine satisfactory operation. Demonstrate equipment to operate in accordance with requirements of these specifications. Perform tests in the presence of BCEI. Furnish instruments and personnel required for tests. At the time designated by BCEI, the entire system. shall be inspectedby the Architect and Engineer. The contractor. or his representative shall be present at this inspection. Panelboards, switches, fixtures, etc., shall be cleaned and in operating condition. Certificates and documents required hereinbefore shall be in order and presented to BCEI prior to inspection. Panel covers, junction box covers, etc., shall be removed for visual inspection of the wire, bus bars, etc. After the inspection, anyitems which are noted as needingto be changed P 9 or corrected . in order to comply with these specifications and the drawings shall be accomplished without delay. PART 2: PRODUCTS - ELECTRICAL 2-1 ALL PRODUCTS: All products shall be listed by Underwriter's Laboratories and U.L. label affixed. 2-2 RACEWAYS AND FITTINGS: have the Except as noted or otherwise specified, all wiring shall be installed in galvanized rigid steel conduit or electrical steel tube (EMT) of the proper size to contain the number of conductors required in accordance with the latest edition of the N.E.C. Where conduit sizes are shownon the drawings, those shall take preference. Provide EMT in sizes up to 4 inches when concealed or not exposed to damage; Rigid steel, galvanized for underground use, where exposed to damage, or in exterior applications; Rigid galvanized steel where embedded in concrete or masonry construction. Minimum size shall be 3/4 inch except for fixture whips not exceeding 6'- 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. All conduit systems shall utilize compression type fittings. Conduit shall be run concealed in finished areas. Conduit may be exposed in mechanical rooms and where otherwise indicated. In finished areas with no suspended ceiling, all conduit shall be painted to match ceiling. Concealed conduit shall run in as direct manner with as long bends as possible. Exposed conduit shall be run parallel with, or at right angles 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 equivalent of four quarter bends shall be used in any run between terminals and cabinet, of between outlet or junction boxes. Approved conduits shall be used in lieu of conduit ells where ease of installation and appearance warrants their use. Conduit joints shall be made with approved couplings and unions. Provide #30 nylon pulling line in all conduits in which permanent wiring is not installed. 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 shall such conduits be exposed below or above the slab surfaces, or penetrate the waterproof membrane. At locations where feeder, or other large conduits, must pass through 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 surface of slab. All conduit shall be securely fastened and supported using hot galvanized malleable iron one -hole pipe straps, clamps, hangers or other means pproved by the engineer. Supports shall be as required by NEC Table 346-12. Tie wire shall not be used as support or securing means. Support conduit independently of ceiling hanger wire. 2-3 OUTLET AND JUNCTION BOXES: Provide an approved galvanized outlet box with adequate volume for number of conductors concerned. Provide standard galvanized switch boxes of the required number of gangs. Switch boxes for exposed wiring shall be handy boxes or approved equal. Outlet boxes for receptacles shall be similar to Universal 52151 with suitable raised cover. Receptacle boxes on exposed wiring shall be handy boxes or approved equal. Weatherproof boxes where necessary shall be FS or FD. Outdoor boxes shall be NEMA 3R, with conduit connections made by Myers Hubs. See notes and details on Drawings for special box requirements. Provide junction boxes required to facilitate installation of the various conduit systems. Provide support boxes required for risers, each complete with approved cable supports as described elsewhere in this Division. Outlet boxes for drywall shall be standard galvanized switch boxes. Provide coverplates for all outlet boxes. Provide junction boxes and conduit system for all electrical systems: (Le. electrical, sound, security, fire alarm, CCTV, cameras, CATV, intercom). 2-4 PULL BOXES: Pull boxes shall be provided for conduit systems as required and shall be constructed of galvanized steel of not less than gauge and size specified by. National Electrical Code. Where two or more feeders pass through a common pull box, they shall be tagged to indicate clearly their electrical characteristics, circuit number, and panel designation. 2-5 WIRE AND CABLE: All wire shall be new and continuous without weld, splice, or joints throughout its length. It must be uniform in cross-section, free from flaws, scales and other imperfections. Wire shall be soft drawn, annealed, 98% pure copper, with tin coating. Aluminum wiring is not acceptable. Acceptable manufacturers for conductors and cables include, but are not limited to, Alcan Aluminum Corporation, American Insulated Wire Corporation, General Cable Corporation, Senator Wire and Cable Company, and Southwire Company. Acceptable manufacturers for connectors and splices shall be AMP, Hubbell/Anderson, 0.Z. Gedney, and 3M Company. A. TYPES: 1. Provide code gauge type "THHN" or "THWN" insulation. 2. All wire No. 8 and larger shall be stranded. All wire No. 10 and smaller shall be solid. Minimum wire shall be No. 12, unless otherwise shown on Drawings. 3. Provide type "RHH" or other 90 degrees C insulation wiring for branch circuit wiring installed through continuous rows of fluorescent fixture bodies. 4. Fire alarm device wiring shall be 300 volt, PVC jacket UL- listed when routed ina raceway. The jacket shall be UL listed for use in air plenums when a raceway is not used. 5. Control wiring shall be No. 14 AWG copper conductor unless otherwise shown; 600 volt rated insulation. 6. Open low voltage wiring in return air plenums shall be plenum rated or run in conduit. Ail wiring in mechanical rooms electrical rooms and other areas subject to physical damage shall be run in conduit. B. COLOR CODING: Conductors shall be color coded in accordance with the governing authority requirements or as follows (if conflicting, local governing authority shall override) 120/208V 277/480V 1. Neutral: White. 2. Phase A: Black. 3. Phase B: Red. 4. Phase C: Blue. 5. Ground: Green. 1. Neutral: Gray 2. Phase A: Brown 3. Phase B: Orange 4. Phase C: Yellow 5. Ground: Green C. SPLICES: Splices, where required, shall be fully made up in outlet boxes with compression crimp -on type splice connectors and at .least 12 inches tagged end left for the fixture hanger. Where local requirements specify certain .colors for phases and neutral, etc., these shall become the standard for this project. Joints and splices will not be permitted in mains or feeder. Joints in branch circuits will be permitted where branch circuits divide, and then shall consist of one through -circuit to which the branch shall be spliced: Joints shall not be left for the fixture han9er to make:. Fit joints and splices with Buchanan Series "2000' solderless connectors complete with insulating caps or properly sized wire nuts. 2-6 WIRING DEVICES: Acceptable manufacturers are . Hubbell, or Pass & Seymour. A. SWITCHES Furnish and install generally where indicated on Coordinate final color and exact locations with the Drawings. architect. Wall switches shall be 20 amp, 120-277 volt and shall be Hubbell Style Line Series 21 or equal as follows.: 1. SINGLE POLE SWITCHES: 2121-W, White. 2. DOUBLE POLE SWITCHES: 2122-W, White. 3. THREE WAY SWITCHES: 2123-W, White. 4. FOUR WAY SWITCHES:' 2124-W, White. B. DIMMERS: Provide Lutron "NOVA T Star" series wall box dimmers sized to handle the load. Gang dimmers without removing heat sink fins and mount under a common Lutron coverplate. C. RECEPTACLES: Furnish and install generally where indicated on the Drawings. Coordinate final color and exact location with architect. Receptacles shall be Hubbell or equal as follows: 1.Duplex 20A-125V-self grounding: 2162-W (White, Nema configuration 5-20R). 2. Simplex 20A-125V-Self Grounding: 2161-W (White, Nema configuration 5-20R). 3. Isolated grounding 20A-125V: IG-2162 (Orange, Nema configuration 5-20R.) 4. Clock hanger receptacle 20A-125V: 5361-CH (Brown with stain finished stainless steel plate with hanger, Nema configuration 5-20R). 5. Ground fault circuit interrupter (GFCI) receptacle 20A-125V; GF-5362-W. (White with indicator light Nema Configuration 5- 20R, with "Feed through" connectors capable of protecting connected downstream receptacles on a single circuit, and of being installed in a 2-3/4' deep outlet box without adaptor). 6. Equipment receptacles shall be coordinated with owner/manufacturer requirements and the correct and appropriate receptacle and cover plate then installed. D. PLATES: 1. Furnish and install plates on all outlet boxes. 2. Plates in offices and similar finished areas shall be Hubbell smooth thermo-plastic. 3. Wet Locations: Provide Taymac or Carlon Nema 3R, impact resistant polycarbonate enclosure. Enclosure shall be suitable for wet locations when in use. 4. Provide Hubbell stainless steel type 302/304 coverplates installed in kitchens. 5. indoor Exposed Raceway Systems: Stamped sheet metal, sized to match box without overlapping sharp edges. E. Floor boxes shall be cast iron as manufactured by Hubbell and as indicated below: (Note: If floors are wood, provide a Hubbell cast iron floor box and flush cover designed for this application.) 1. Slab at grade (dual level, fully adjustable type 1). a. Single gang: #B-2436 w/#SB-3083 carpet flange. b. Two gang: #B-4233 w/#SB-3084 carpet flange. c. Three gang: #B-4333 w/#SB-3085 carpet flange. 2. Slab above grade (shallow, semi -adjustable, type II) a. Single gang: #B-2414 w/#SB-3083 carpet flange. b. Two gang: #B-4214 w/#SB-3084 carpet flange. c. Three gang: #B-4314 w/#SB-3085 carpet flange. 3. Cover plates shall have brass finish as follows: a. S-3825 for duplex flap for duplex receptacles. b. #S-2425 for data/communications. c. Provide appropriate coverplate for special purpose receptacles. Unless noted to the contrary on plans, or directed otherwise during the progress of the Work, wiring devices shall be set as follows: 1. Switches 42 inches above finished floor. 2. Duplex and single receptacles 15 inches above finish floor except where located above counters or interferes with shelving or as required . by local codes. 3. Wall telephone outlets, except where counters or shelving interferes 15 inches above finished floor. 4. At locations above counters, set devices 1 foot-0 inches above counter tops, verify exact mounting height with the architect. 2-7 DRY -TYPE TRANSFORMERS: Provide dry type, two -winding transformers with primary and secondary voltages and KVA ratings as shown on plans. Transformers shall operate at 60 Hertz. All transformers shall be manufacture with standard materials and components. When noted on the drawings, provide K-rated transformers rated for non -linear loads. Acceptable manufacturers are General Electric Company, Square D Company or Siemens. All cores shall be constructed of high grade, non -aging silicon steel with high magnetic permeability, and low . hysteresis and eddy current losses. Magnetic flux densities are to be kept well below the saturation point. The core laminations shall be clamped together with structural steel 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 - metal contact between the core and coil and the enclosure. The vibration isolating system shall be designed to provide a permanent fastening of the core and coil to the enclosure. Sound isolating system requiring the complete removal of all fastening devices will not be accepted. Windings shall be copper or electrical grade aluminum terminated on tin plated or copper bars. Foil windings are not acceptable. The transformer core shall be visibly grounded to the enclosure by means of a flexible grounding conductor sized in accordance with NEMA, IEEE and ANSI standards. Transformer coils shall be of continuous -wound type construction and shall be impregnated with non -hygroscopic, thermo-setting varnish. Transformers shall be enclosed in drip -proof, metallic enclosures designed to provide for air cooling and prevent accidental contact with live conductors. Wiring compartment shall be located below the core and coil and cooled by air circulation or insulated from the core and coil by means of a suitable thermal insulation barrier. Transformer exposed to weather or installed in a sprinkled area shall have rain shields on all openings. Entire transformer enclosure shall be cleaned, phosphatized, primed and painted with a grey, baked enamel. Transformers shall operate at 100% nameplate KVA rating continuously while in a 40 degree C ambient without exceeding the rated average winding temperature rise of the ANSI insulation system as described below. Temperature rating shall be as follows: RATING PHASE INSULATION - TEMP. RISE 0.025 through 3 KVA 5 through 25 KVA 3 through 15 KVA 37-1/2 KVA and larger 30 KVA and larger Single Single Three Single Three Type B - 80°C Type F = 115°C Type F 115'C Type H 150°C Type H 150°C Transformers shall have minimum full load rated taps in high voltage winding as follows: 3 through 25 KVA 2 5% FCBN 15 through 300 KVA 6 - 2-1/2% TAPS, 2 above and 4 below normal Maximum sound ratings shall be as follows: KVA 0 - 9 10-50 51 - 150 151 - 300 DB 40 45 50 55 Provide a nominal 3-1/2" high, 2500 PSi (28 Day) concrete reinforced pad with number 6 welded wire mesh. The pad shall conform to the shape of the transformer and extend at least 3 inches beyond the length and width of the transformer. All corners of the pad shall be rounded. Install floor mounted transformers on properly sized rubber -in -shear vibration isolators. Trapeze mounted transformers shall use rubber -in -shear hangers. Wall mounted transformers shall not be mounted directly to the wall without vibration isolation. Route conductors in a minimum of 2 feet of flexible steel conduit to transformer enclosure. Provide grounding conductor sized per NEC, connected to the building grounding electrode system. 2-8 PACKAGED DIESEL ENGINE GENERATORS Generator provided by BCEI, received and installed by contractor. Generator shall be Cummins 1500KW, rated for continuous standby service, 3-phase, .8 P.F., 480/277VAC, 60 cycle. Generator shall contain but not Limited to the following accessories: battery charger, day tank, engine generator set, muffler,. remote annunciator, remote stop switch, starting battery, radiator -mounted load bank, (2) jacket water heaters, (1) 2500A circuit breaker, (1) 1200A circuit breaker, customer communication module, and fuel priming pump. Contractor shall obtain from BCEI a copy of the generator submittal. Contractor responsible for coordinating with shop drawings all installation requirements for complete installation, including, but not limited to: all control wiring, remote monitorring installation and wiring, control wiring between generator and (2) transfer switches, grounding per N.E.C., and connection of power to all locations on generator not already included. Coordinate remote monitorring requirements with systems monitorring contractor and Cummins. Contractor responsible for coordinating with, and assisting, Cummins during all testing procedures and submitting reports. These tests include Field Tests and Observation Reports, Certified Test Reports, Certified Summary of Performance Tests, Factory Test Reports, Exhaust Emissions Test Reports, Certification of Vibration Compatibility, and Sound Measurement Test Report. 2-9 GROUNDING: Provide electrical service, equipment and wiring device grounding as shown, scheduled and as specified. The types of grounding include, but are not limited to, the grounding bonding of all equipment devices, building steel piping, and as required by the National Electrical Code, Local Inspection Department and Power Company. A grounding conductor is required for all feeders and circuits. Provide grounding products manufactured by Copperweld and Cadweld. Ground rods shall be 3/4" inch diameter by 10 feet long construction with copper jacket and a steel core. Ground clamps shall be copper except for steel or iron pipes in which the clamps shall be galvanized iron. Conductors shall be connected by means of an approved pressure connector or clamp. Perform a ground resistance test using a biddle megger. The system resistance shall not exceed 5 OHMS. Provide additional electrodes as required (refer to 250-84 of the NEC). Test shall not be conducted following wet weather. Provide personnel and instruments to conduct these tests and submit certified test for review. A. BUILDING STEEL AND PIPING SYSTEM: Install a bonding jumper between building steel and metallic piping systems to bond them to the electrical grounding system. B. NEUTRAL: The neutral shall be grounded only at the service entrance and other separately derived systems. The neutral shall be kept separate from the grounding system and shall not be used as a ground. C. GROUNDING SEPARATELY DERIVED ALTERNATING CURRENT SYSTEM TRANSFORMERS: The center point (neutral) of each wye connected transformer shall be bonded to the case and a grounding electrode conductor. The grounding electrode conductor shall be connected to building steel, a ground rod or the building grounding system, if building steel or ground rod are not possible. D. GROUNDING CONDUCTOR: A grounding conductor and metallic conduit system shall bond all equipment served by the electrical system. Provide a flexible bonding jumper for isolated metallic piping and ductwork and around expansion fittings and joints. E. CONDUIT GROUNDING BUSHING: Conduit terminating in equipment that has a ground bus such as switchboards, panelboards, etc., shall have grounding bushings installed. Ground each conduit by means of a grounding bushing and to the ground bus in the equipment. F. MOTORS: The frame of all motors shall grounded. H. REMOTE PANELBOARDS: Provide a grounding electrode conductor at all remote panels as required by the NEC. I. LIGHTING FIXTURES: All light fixtures shall be grounded. Flexible fixture whips are not considered to be grounded. J. RECEPTACLES: All receptacle shall be grounded. Receptacles shall use an approved grounding yoke. 2-10 PANELBOARDS: Furnish and install power distribution, lighting and appliance panelboards as indicated in the panelboard schedule and as shown on the plans. Power distribution panelboards shall be equipped with fusible switches or circuit breakers as shown on the one line diagram. Panelboards shall be equipped with thermal -magnetic, molded case circuit breakers of frame and trip ratingsas shown.on the . schedule. Manufacturer shall be the same as the manufacturer of the equipment furnished by the owner. Panelboard bus structure and main lugs or main breaker shall have current ratings as shown on the panelboard schedule. Such ratings shall be established by heat rise tests with maximum hot spot temperature on any connector or bus bar not to exceed 50°C. rise above 40°C ambient. Heat rise test shall be conducted in accordance with Underwriters Laboratories Standard UL 67. The use of conductor dimensions will not be accepted in lieu of actual heat tests. All current carrying parts of the bus shall be tin plated copper. Bus structure shall be insulated. Bus bar connections to the branch circuit breakers shall be distributed phase or phase sequence type and shall accept bolt -on circuit breakers for lighting and appliance panelboards. Provide a bare uninsulated and/or insulated ground bus and full or double size neutral bus as required and indicated in each panelboard schedule. Each panelboard shall have an engraved bakelite nameplate. Nameplates shall be white with black letters and show panel designation. Nameplates shall be attached with stainless steel screws. Place a neat, carefully typewritten directory card identifying the load served by each branch circuit in the frame on the panel door, under a clear plastic cover. Spares and spaces shall be written with erasable pencil for future use. A. Circuit Breakers Where circuit breakers or fuses are applied in compliance with the series combination ratings marked on the equipment by the manufacturers, the equipment enclosure(s) shall be legibly marked in the field to indicate the equipment has been applied with a series combination rating. The marking shall be readily visible and state "caution Series Rated System." (NEC 110-22). Nameplate shall identify replacement components. 1. Distribution Panelboards: Circuit breakers shall be equipped with individually insulated, braced and protected connectors. The front faces of all circuit breakers shall be flush with each other. Large, permanent, individual circuit numbers shall be affixedto each breaker in a uniform position. Tripped indication shall be clearly shown by the breaker handle taking a position between "ON and "OFF". Provisions for additional breakers shall be SEPARATE PERMIT AND APPROVAL REQUIRED 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax: 281-374-8992 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 f ISSUES &REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CI rY OF TUKWILA FEB 202014 PERMIT CENTER 1 SHEET ITTLE ELECTRICAL SPECIFICATIONS r DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHEET NO. EO.2 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. such that no additionalconnectors will be required to add breakers. Circuit breakers shall be of the frame size, trip setting and interrupting capacity as s 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 Tess than the following symmetrical amperes RMS. FRAME SIZE/ VOLTAGE 1OOAF/240V 225AF/240V 400AF/240V 600AF/240V 800AF/240V 1000AF/240V 1200AF/240V 100AF/480V 225AF/480V 400AF/480V 600AF/480V 800AF/480V 1000AF/480V 1200AF/480V CONVENTIONAL INTERRUPTING CAPACITY 10,000 AIC 10,000 AIC 42,000 AIC 42,000 AIC 42,000 AIC 42,000 AIC 42,000 AIC 14,000 AIC 22,000 AIC 30,000 AIC 30,000 AIC 30,000 AIC 30,000 AIC 50,000 AIC HIGH INTERRUPTING CAPACITY 65,000 AIC 65,000 AIC 65,000 AIC 65,000 AIC 65,000 AIC 65,000 AIC 65,000 AIC. 25,000 AIC 65,000 AIC 35,000 AIC 65,000 AIC 65,000 AIC 65,000 AIC 65,000 AIC CURRENT. LIMITING 200,000 AIC 200,000 AIC 200,000 AIC 200,000 AIC 200,000 AIC 200,000 AIC 200,000 AIC 200,000 AIC 200,000 AIC 200,000 AIC 200,000 AIC 200,000 AIC 200,000 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 Panelboard: 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 allpoles 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 all 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 panelboards. 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 Nema 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 Fisted. 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 an 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 ac and/or do 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, Osram-Sylvania 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. Incandescent 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. c. All lamps shall inside frosted unless otherwise noted or scheduled. 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 beencased 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 shallbe 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 Mark V or Magnetek 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 ETL 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 B and a 0 degrees F temperature rating. Ballast shall be CBM certified by an 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. F032T8 fluorescent lamps shall be 32 watt energy saving and 4100 degree K. 2. All incandescent lamps shall be inside frosted, extended life rated for 2500 hours unless otherwise noted. 130 volt lamps may be used to provide extended life. 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 leveland 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 fixtures 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: CenterPoint Energy. B. SOURCE VOLTAGE: 480/277 volt 30, 4w C. Field coordinate exact requirements and include in bid. 2-15 TELEPHONE RACEWAY SYSTEM A. Provide telephone/data service conduit. Coordinate exact requirements with tenant and include in bid. 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 control wiring and conduit shall be furnished under Division 15. All power wiring 120 volt or larger 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 UNINTERRUPED 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 1/0 cabinets and 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. 2-18 AUTOMATIC TRANSFER SWITCHES 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. 2-19 REMOTE POWER PANELS (RPP) A. RPPs shall be owner -furnished. B. PEEpARATE wr AND C. TESTING: Electrical Contractor shall assist in the testing of the Automatic Transfer Switch? RLQ�ovAL IFED Electrical Contractor shall be responsible for receiving and setting the RPPs. 10400 Rodgers Road (.. HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax: 281-374-8992 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 J w "7:3 oe 1 f ISSUES & REVISIONS No. Date Description. 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB202014 PERMIT CENTER C Immo og.crit.41 SHEETTITLE ELECTRICAL SPECIFICATIONS DRAWN: WAM REVIEWED: RWB PROJECT NO.:. C1047.00 SEIBBTNO. E0.3 END OF SECTION PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. NEW UTILITY TRANSFORMER 1500kVA 12 480Y/277V SEC. (u002) 0. UTILITY METERING CABINET 480Y/277V, 30, 4W, 2500A, 100KAIC, N3R, SE RATED PER IREA UTILITY STANDARDS unurr MEIER 0.F.C.I. 0 j, 2500AF 1) 2500AT ( • 100% L s LSIG 1 0 MAIN SWITCHBOARD 'MSB01000' 480Y/277V, 30, 4W, 2500A, SE RATED, N1, 42KAIC 0.F.C.I. 1 TVSS 800AF 800AF 8100AT FP 800AT 100% , • 100% LSIG L LSIG � J 800AF 800AF • 800AT FP --• 800AT 100% 100% I LSIG I -'�� LSIG L� L- .0 (001 ) (00.2) (003) (004) (005) OPT. STANDBY 600kW/750KVA GENERATOR GEN01000 480Y/277V, 30, 4W, 0.80PF WITH 1000 GALLON DIESEL FUEL STORAGE UL 142 BELLY TANK (sooi 1.00% 1000/3 100%. OPT. STANDBY 600kW/750KVA GENERATOR GEN02000 480Y/277V, 30, 4W, 0.80PF WITH 1000 GALLON FUT. OPT. STANDBY DIESEL FUEL STORAGE 60014/750KVA UL 142 BELLY TANK GENERATOR GEN03000 480Y/277V, 30, 4W, 0.80PF S002, • • • ► 550kW _yam it 4..yw.. 1000/3 •s) 100% �. S003 2 GENERATOR SWBD 'GSB01000' 480/277V, 30, 4W, 2500A, 42KAIC 0 GENERATOR SWBD 'GSB02000' O 480/277V, 30, 4W, 2500A, 42KAIC 0.F.C.I. 1VSS 240kA 1 800AF 1800AF .) 800AT EC-j 800AT 100% I 100% LSIG LSIG L SPARE L SPARE i (5004) (5005) 0.F.C.I. (006 AUTOMATIC TRANSFER SWITCH 'ATSA1000' 800A, 480V 3-POLE, 3-WIRE, 100KAIC OPEN TRANSITION MAIN DIST. SWITCHBOARD 'MDSA1000' 800A, 480V, 30, 3W, 42KAIC 2 4 0.F.C.I. • 600AF FP •V 500AT 80% LSIG gijA 600AF ,N 400AF V 450AT CEpi-•V 400AT 80% �. 80% L LSIG L. LSIG 600AF • SPACE C010) (011) (012) 900AF 900AF )900AT 900AT I100% f/J100%. LSI ILSI 900AF �) 900AT 100% LSI I2500AF )2500AT • LSI N.O. S006 900AF 900AT I'l00% LSI I2000/3 •) LSI SPARE (LOAD BANK) 900AF •' 900AT JJ 100% I LSI FG 0 900AF 900AT 100%. LSI 0 TVSS 240kA 0.F.C.I. • 1 800AF 800AT ( • 100% s LSIG L J SPARE 1800AF FP '1800AT • 100% - s LSIG L .i SPARE (S007) CS008) 0.F.C.I. C 007 ) AUTOMATIC TRANSFER SWITCH 'ATSB1000' 800A, 480V 3-POLE, 3-WIRE, 100KAIC OPEN TRANSITION MAIN DIST. SWITCHBOARD 'MDSB1000' 800A, 480V, 30, 3W, (008 ) 42KAIC 0.F.C.I. 0.F.C.I. 4 600AF �'' 1 500AT ( 80% LSIG 600AF V 450AT ( 80% LSIG, 400AF V 400AT 80% LIN< LSIG 600AF • SPACE C013) (014) (015) AUTOMATIC TRANSFER SWITCH 'ATSC 1000' 800A, 480V 3-POLE, 3-WIRE, 100KAIC OPEN TRANSITION MAIN DIST. SWITCHBOARD 'MDSC1000' 800A, 480V, 30, 3W, 42KAIC 1 2 3 . 600AF � 500AT I 80% LSIG wiz 6 • 400AF •� 450AT00AF Ep--V 400AT 80% 80% LSIG L LSIG 0.F.C.I. I 600AF SPACE (016) (017) C018) 0.F.C.I. C 009 AUTOMATIC TRANSFER SWITCH 'ATSD 1000' 800A,- 480V 3-POLE, 3-WIRE, 1 OOKAIC OPEN TRANSITION MAIN DIST. SWITCHBOARD 'MDSD1000' 800A, 480V, 30, 3W, 42KAIC 0.F.C.I. Tiz 600AF V 500AT 80% LSIG 600AF •V 450AT ( 80% L LSIG Fica 400AF V 400AT 80% L { LSIG 600AF • SPACE C 019 ( 020 021 0.F.C.I. KK 400A/3P w.�..-•�N•-C•. \ 500A/3P N.O. ( 022 STATIC UPS SYSTEM 'UPSA1000' 250kVA/250kW, 1.0pf 480V, 30, 3W, INPUT 480V, 30, 3W OUTPUT 0.F.C.I. C 023 ) 400A/3P N.C. k. KK ( 024 ) CB002) CB001) r3� MAINTENANCE BYPASS CABINET 'MBCA1000' 600A, 480V, 30, 3W, 42KAIC 0.F.C.I. PDU 'PDUA1000' 300kVA, 480V, 30, 3W INPUT 208Y/120V, 30, 4W OUTPUT 1 2 3 •1 500A •J 3P 6 I I 600AF 600AF 600AF 600AF . 600AF l 600AF l l l •J 450AT •f 450AT •/ 450AT •/ 450AT •/ 450AT • 450AT 3P 3P 3P 3P 3P 3P C 034 )( 035 )( 036 ) 0.F.C.I. RPP RPP01000 0.F.C.I. RPP RPP02000' 0.F.C.I. RPP RPP03000 0.F.C.I. KK \ 500A/3P N.O. 400A/3P N♦C• (025 STATIC UPS SYSTEM 'UPSB1000' 250kVA/250kW, 1.0pf 480V, 30, 3W, INPUT 480V, 30, 3W OUTPUT 0.F.C.I. C 026 ) 400A/3P N.C. C, KK 027 ) CB004) CB003) MAINTENANCE BYPASS CABINET 'MBCB1000' 600A, 480V, 30, 3W 42KAIC 0.F.C.I. PDU 'PDUB1000' 300kVA, 480V, 30, 3W INPUT 208Y/120V, 30, 4W OUTPUT 1 2 n 500A .3P -rY+rY1 0 3 4 6 I.600AF 600AF 600AF 600AF 600AF 600AF •/ 450AT •/ 450AT •/ 450AT •/ 450AT •! 450AT •1 450AT 3P 3P 3P 3P 3P 3P (037)(0 8)(0 9) 0.F.C.I. ( FUT. ) <B3> RPP 'RPP04000' 1 1 1 I I } I 225A 80% 2251I T)80% i 225A )80% i 1225A /80% i 225A 80% 1� 225A) /8) 1 I 225A 13P /80% 225A 3P 80% 225A 80 80% 225/ }80 1 !80% 225A 8P 80% 225A 80 �80% 1 225A 8P j 60% 2251 80 % 1 8D% ♦ 225A 80 % �6D 225A 80 80% PANEL RPPO4A0" 42 POLE PANEL 2PPO4A02 42 POLE PANEL iPPO4D02 42 POLE PANEL iPPO4D04 42 POLE PANEL. RPP03B0' 42 POLE PANEL 2PP03B02 42 POLE I, I2PPO3C0. I I I I PANEL 42 POLE PANEL " PO3C 42 POLE PANEL RPPO2C0' 42 POLE PANEL 2PPO2CO2. 42 POLE 1 IIPPO2D02 I I PANEL 42 POLE PANEL 2PP02004 42 POLE PANEL RPPO1A0' 42 POLE PANEL RPPO1A02 42 POLE PANEL iPP01802 42 POLE PANEL 2PP01B0! 42 POLE r 0.F.C.I. KK 400A/3P ^N.C. . • • ---. )500A/3P N.O. ( 028 STATIC UPS SYSTEM 'UPSC1000' 250kVA/250kW, 1.0pf 480V, 30, 3W, INPUT 480V, 30, 3W OUTPUT 0.F.C.I. C0.29 ) 400A/3P N.C. C KK (030) (\B006) (6005) �!n MAINTENANCE BYPASS CABINET 'MBCC1000' 600A, 480V, 30, 3W 42KAIC 0.F.C.I. •1 500A • 3P PDU 'PDUC1000' 300kVA, 480V, 30, 3W INPUT 208Y/120V, 30, 4W OUTPUT 2 3 600AF 600AF 600AF 600AF 600AF 600AF / 450AT •/ 450AT •/ 450AT •) 450AT •/ 450AT •/ 450AT 3P 3P 3P 3P 3P 3P C 040 )C 041 )C 042 ) u FUT. ) <C3;> FUT. , FUT. , <�A3 j <,C3;> <�B3,> <�D5;> RPP ,T T RPP ,y I I I I 1'RPP05000'; I'RPP06000' I 225A� 225A, 'k',3P 3P r' 80% '80% I PANEL ii PANEL 12PP05C0j12PPO5C04 I 42 11 42 POLE 11 POLE I II I 11 I 11. L____JL____JJ L___-JL____J L 1 225A - 1 2251 k 3P 4' 3P ,1)80% ,1.'80% r-J__ r-J- PANEL ii PANEL IRPPO5A01I iPPO5A04 I 42 I I 42 POLE 11 POLE 11 11 r i i 1 225A 1 225A 1 225A _ 1225A, , '''13P '1"%3P 1 ''''',3P I',3P I ) 80% t'80% '80% 4080% , I I I rI - I „_.L-ir--L-7 Ir _ _�E_J__ 11 PANEL U PANEL 1 11 li PANEL 11 PANEL I'IRPPO6BOf1 2PPO6B04 I PPPO6D04IRPPO6D01 u 42 II 42 11. 42 I 42 11 POLE ' POLE 11 11 11 11 11 11 I L ____JL----J JLJL----J ,1 POLE 11 POLE O:F.CJ. KK 400A/3P ^N.C. •1500A/3P •J N.0. ( 031 STATIC UPS SYSTEM 'UPSD1000' 250kVA/250kW,.1.0pf 480V, 30, 3W, INPUT 480V, 30, 3W OUTPUT z 0.F.C.I. C 032 ) 400A/3P • N.C. k• KK (033) 1n (B008) B007) $ICI; MAINTENANCE BYPASS CABINET 'MBCD1000' 600A, 480V, 30, 3W 42KAIC •1 500A *1 3P PDU 'PDUD1000' 300kVA, 480V, 30, 3W INPUT 208Y/120V, 30, 4W OUTPUT 0 3 4 1 • I I 600AF • 600AF 600AF 600AF •/ 450AT ) 450AT •/ 450AT •/ 450AT •/ 450AT •/ 450AT. 3P 3P 3P 3P 3P 3P ELECTRICAL ONE -LINE DIAGRAM ONELINE DIAGRAM GENERAL NOTES 1. REFER TO GENERAL ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS SHEET E0.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEETS .E0.2 AND E0.3 FOR ELECTRICAL SPECIFICATIONS. 3. GROUND UPS EQUIPMENT AS RECOMMENDED BY MANUFACTURER, AS SHOWN ON SHEET El .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. REFER TO SHEET E4.1 AND E4.2 FOR FEEDER SCHEDULES, LOAD ANALYSIS, AND FAULT CURRENT DUTY SCHEDULE. 7. PHASE ROTATION SHALL BE A-B-C CLOCKWISE THROUGHOUT SYSTEM. 8. REFER TO SHEET E3.6 FOR GENERATOR CONTROL SYSTEM WIRING. MECHANICAL PANEL 'MDPA1000' 400A, 480V, 30, 3W, 65KAIC 1 2 3 4 5 7-10 125A 3P 0.F.C.I. 11 •� 30A 3P 15A •) 3P j 15A •) 3P j 1 25A *)3P 30A •� 3P 1 (6) 125A 3P PREP. SPACE (046) (047) CO 0) (061) 0 1J CRA- 01000 (DATA CENTER) ERP- 01000 (DATA CENTER) L L CON- 01011 (DATA CENTER) CON- 02012 (DATA CENTER) IT 7J CRA- 09000 CON- 17010 , FUT. CRA- 05000 (DATA CENTER) MECHANICAL PANEL "MDPBIOOO 400A, 480V, 30, 3W, 65KAIC 1 2 3 4 7-10 125A 3P 0.F.C.I. •� 30A 3P 15A 3P •�15A 1 125A 3P *J3P 30A 3P 1 (4) • 125A 3P PREP. SPACE (048) (049) (062) (063) CRA- 02000 (DATA CENTER) ERP- 02000 (DATA CENTER) CON- 03021 (DATA CENTER) CON- 04022 (DATA CENTER) Or- -1 t CRA- 10000 CON- 18091 MECHANICAL PANEL 'MDPC1000' 400A, 480V, 30, 3W, 65KAIC 1 2 3 4 5 6-10 •� 70A 3P 0.F.C.I. 50A 3P •)20A 3P •,125A 3P j 30A •)3P • 125A 3P PREP. SPACE (050) CO 2) CO 3 ) CO 4) (055 TRNC1000: 480V:208Y/120V 45kVA, NEMA 1 v7 CRA- 07000 (ELEC ROOM) CON- 13071 (ELEC ROOM) CRA- 03000. (DATA CENTER) ERP- 03000 (DATA CENTER) CON- 05031 (DATA CENTER) MECHANICAL PANEL 'MDPD1000' 400A, 480V, 30, 3W, 65KAIC 1 2 3 4 5 6-10 J 3PA j) 3P •) 3PA 0.F.C.I. 125A j 30A ) 3P t) 3P I(5) • 125A 3P PREP. SPACE 'TRND1000': 480V:208Y/120V 45kVA, NEMA 1 0 5 6) (0 8) CO 9) (F T 1 (� _F T �1 VILndka -I CRA- 08000 (ELEC ROOM) or, CON- 14081 (ELEC ROOM) r'-1 1 FJ CRA- 04000 (DATA CENTER) L r"-I 1-J ERP- 04000 (DATA CENTER) .. r" i 1 1 F-' CON- 07041 (DATA CENTER) • • rl� 1 I FJ 1 ( FUT. ) FUT. CRA- 06000 (DATA CENTER) CON- 06032 (DATA CENTER) CON- 08042 (DATA CENTER) ( FUT. 1 r'----�`\ i� ---1\\ r_`-I I I" I I" 1 FJ FUT. ERP- 06500 (DATA CENTER) ( FUT. ) FUT. CON- 09051 (DATA CENTER) ---1• � ---1` r�� I r"-1 I h-1 I N FUT. ERP- 06000 (DATA CENTER) FUT. CON- 11061 (DATA CENTER) r1� I 1- FUT. CON- 10052 (DATA CENTER) FUT. CON- 12062 (DATA CENTER) ONELINE DIAGRAM KEYED NOTES 0 GENERATOR NEUTRAL BONDING TO BE ACCOMPLISHED AT SWITCHBOARDS "GSB-1" AND "GSB-2". DISCONNECT NEUTRAL -GROUND BOND AT GENERATOR. O REFER " TO DRAWING 1 /E3.5 FOR CONTROL WIRING AT GENERATOR, ATS, GSB-1, GSB-2. O PROVIDE FULL SIZED FEEDER FROM JUNCTION BOX TO GENERATOR SWITCHBOARD. PROVIDE COMPRESSION TAPS. TYPICAL FOR ALL GENERATOR FEEDERS. O NEUTRAL/GROUND BOND BY MANUFACTURER, 0 PROVIDE 500MCM NEUTRAL/GROUND BOND. O REFER TO GROUNDING ONE LINE DIAGRAM SHEET E1.2. O UNIT MOUNTED DISCONNECT PROVIDED WITH EQUIPMENT (TYPICAL FOR ALL CRAC'S AND ACCU'S UNLESS OTHERWISE NOTED). 0 30A/3P/15AF/N1 DISCONNECT PROVIDED AND INSTALLED BY E.C. O 30A/3P/15AF/N3R DISCONNECT PROVIDED AND INSTALLED BY E.C. 10 NEW UTILITY TRANSFORMER BY UTILITY COMPANY. CONTRACTOR TO PROVIDE. TRANSFORMER PAD AND COORDINATE ALL REQUIREMENTS WITH THE UTILITY COMPANY. 11 NEW UTILITY UNDERGROUND PRIMARY FEEDER. PROVIDE (2) 6" PVC CONDUITS WITH CONCRETE ENCASEMENT AND PULLSTRINGS FROM NEW UTILITY SWITCH. COORDINATE ALL REQUIREMENTS WITH UTILITY COMPANY. 12 NEW UTILITY SERVICE LATERAL. FbW TEXAS 77070` Gens Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 No. 1 ISSUES & REVISIONS Date 02/17/2014 Description ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER SHEET ITIL13 ELECTRICAL ONELINE DIAGRAM DRAWN: DGC REVIEWED: DGC PROJECT NO.: C1037.00 SHEET NO. E1.1 SCALE: NOT TO SCALE SEPARATE PERMITAND APPROVAL REQUIRED PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. N-G LINK WHERE REQUIRED BY. EQUIPMENT MANUFACTURER N-G LINK WHERE REQUIRED BY EQUIPMENT MANUFACTURER N-G LINK WHERE REQUIRED BY EQUIPMENT MANUFACTURER N-G LINK WHERE REQUIRED BY EQUIPMENT MANUFACTURER N 0 0 0•••••••.•• 0 0 0 0•••••••••• 0 0 O••• 0••• 0 0 0 0•• — • — • 0 0 0 0 0 0• — • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 C9 0 0 0 0 0 0 NI- rr (0 � d- 0 0 0 0 0 0 0 0 oJ U U 0 'UPSA1000' NEUTRAL BUS L GROUND BUS 'UPSB1000' NEUTRAL BUS GROUND BUS 'UPSC1000' NEUTRAL BUS L GROUND BUS 'UPSD1000' NEUTRAL BUS 1- GROUND BUS 'TRNC1000' (45kVA) 'TRND1000' (45kVA) ay 'PDUA1000' (300kVA A y 'PDUB1000' (300kVA 'PDUC1000' (300kVA 'PDUD1000' (300kVA GROUNDING CONDUCTOR SCHEDULE MARK CONDUCTOR SIZE CONDUIT SIZE REMARKS G001 500kCM 1-1/2" BARE TINNED, PROVIDE SCHEDULE 80 PV AT EXTERIOR OF BUILDING G002 500kCM NONE BARE TINNED G003 500kCM 1-1/2" INSULATED G004 #1I0 1" INSULATED G005 #6 3/4" INSULATED G006 #2 3/4" INSULATED G007 #4 NONE BARE TINNED G008 #4/0 1" INSULATED G009 #4/0 NONE INSULATED G010 #2/0 NONE INSULATED G011 #4 NONE INSULATED G012 #2/0 NONE BARE TINNED. G013 #2 NONE INSULATED G014 #2/0 1" INSULATED NOTE: ALL CONDUCTORS ARE STRANDED COPPER WITH GREEN INSULATION UNLESS NOTED OTHERWISE. ALL CONDUCTORS LOCATED BENEATH THE RAISED FLOOR SHALL BE MARKED "FOR USE IN CABLE TRAYS" OR "FOR CT USE" PER NEC ART. 645.5(E)(6)b. PROVIDE SCHEDULE 40 PVC CONDUIT INTERIOR TO THE BUILDING AND SCHEDULE 80 EXTERIOR TO THE BUILDING. GROUNDING .GENERAL NOTES 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. EXOTHERMIC WELD TO NEW REBAR LOCATED IN NEW CONCRETE SLAB AT EQUIPMENT YARD PER NEC GENERATOR 'GEN01000' GENERATOR 'GEN02000' FUTURE GENERATOR 'GEN03000' r --( 1--, ---{ G002 )-K*. L-___ S '- EXOTHERMIC WELD TO NEW REBAR LOCATED IN NEW CONCRETE SLAB AT EQUIPMENT YARD PER NEC N-G LINK G002 ABOVE GRADE BELOW GRADE 1 UTILTY METERING CABINET NEUTRAL BUS GROUND BUS N-G LINK N-G LINK (GOO2)--O 1 'GSB01000' NEUTRAL BUS 1- GROUND BUS 'GSB02000' NEUTRAL BUS 1- GROUND BUS EXOTHERMIC WELD TO NEW REBAR LOCATED IN NEW CONCRETE SLAB AT EQUIPMENT YARD PER NEC NOTE: BOND EACH GENERATOR FUEL TANK TO REBAR IN CONCRETE SLAB UTILIZING "0002" CONDUCTOR. REFER TO GROUNDING PLAN FOR GROUND ROD AND TEST WELL LOCATIONS AND QUANTITIES EXOTHERMIC WELD TO NEW REBAR LOCATED IN NEW CONCRETE SLAB AT EQUIPMENT YARD PER NEC VERIFY WITH OWNER QUANTITY OF RACKS TO BE INSTALLED IN EACH ROW. (TYPICAL) 10'-0" (TYP.) 1 ROW 2 ROW 3 ROW 4 0 \ 0 WATER SERVICE ENTRANCE PIPING ABOVE GRADE BELOW GRADE HH---(G002)1 'MSG01000' MOUNTING: 8'-0" ABOVE FINISHED FLOOR LOCATION: ELECTRICAL ROOM 'PGP01000' MOUNTING: HORIZONTAL AT 8'-0" ABOVE RAISED FLOOR LOCATION: DATA CENTER I 0 0 0 • • 0 o • o CABLE TRAY ABOVE RAISED FLOOR 0 0 • • • • • • • • • 0 0 ABOVE RAISED FLOOR BELOW RAISED FLOOR rn rn 0 0 nU�U rn rn 0 0 0 0 o 0 'EFG01000' MOUNTING: HORIZONTAL BELOW RAISED FLOOR LOCATION: DATA CENTER N 0 0 0 0 0 0• 0• 1.� o o•••••••• o o•••••••• 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 EQUIP. RACKT I EQUIP. EQUIP. I RACK I I RACK L __1- J L _.1_ J �J_ r1� ( GO11) ( GO11 ) 10 EQUIP. EQUIP. RACK I I RACK L -1- J L -L ( GO11) ( GO11 ) TJ `T-' EQUIP. RACK L ( GO- 1 1 ) T J P 'EFG02000' MOUNTING: HORIZONTAL BELOW RAISED FLOOR LOCATION: MMR1 A N I LS 0 0• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TYPICAL EQUIPMENT RACK ON COMPUTER ROOM RAISED FLOOR. f ---I I EQUIP. RACK L (GO- 11) T ROW 5 OUTE UNDER FLOOR DOWN RACK ROW TYPICAL FOR EACH ROW I ----I r---I EQUIP. EQUIP. RACK RACK I ROW 6 L __ 1 L (GO- 11) (GO11) T EQUIP. 1 1 EQUIP. I RACK RACK i ROW 7 L -1_ J L J_ L (GO11) (G011) I EQUIP. I I EQUIP. I RACK RACK ROW 8 (GO11) (GO11) T J ' T GROUNDING ONE -LINE DIAGRAM NOT TO SCALE 2 P 'RFG01000' P 'EFG03000' MOUNTING: HORIZONTAL BELOW RAISED FLOOR LOCATION: MMR2 A N I 0 0• 0• A 0.0 0 0 0 0 0 0 0 0 0 0 0 MOUNTING: HORIZONTAL BELOW RAISED FLOOR LOCATION: DATA CENTER A N I 0 0• 0• 0 0 0•• 0•• 0 0 0 0 0 i COMPUTER ROOM RAISED FLOOR GROUND GRID UL LISTED 'C' OR 'H' TAP COMPRESSION FITTING (TYP. WHERE SHOWN ON THIS SHEET). RPP EQUIPMENT TYP. (., 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax: 281-374-8992 Gens Two Lincoln Centre 5420 LBJ Freeway, - Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 er cm- CCS) 11:3 O LiJ V 0 0 LLI c 1 ISSUES & REVISIONS No. 1 Date Description 02/17/2014 ISSUE FOR PERMIT RECEIVED r� CF TUKWILA FEB 2 0 2014 PERMIT CENTER SHEET TITLE GROUNDING ONE -LINE DIAGRAM SHB TNO. SEPARATE PERMITAND APPROVAL REQUIRED DRAWN: WAM REVIEWED:. RWB PROJECT NO.: C1047.00 E1.2 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. - Pw EXISTING DOCK HIGH (-48") r r _t--- - j AREA NOT IN CONTRACT WAREHOUSE DOCK ELEVATION AT - 30' BELOW FIN, FL. EXIT! rr I �_- R F`T� I JAN I I (�1 It) I I I I L-< — I MEN - II , I ----- 1----- �� I WOMEN__ I (�l -J-�-L-1 SINK L_ fT ❑FFICE T1 '1i I-- I / \ ❑FFICE ❑FFICE I r_1 i L- ❑FFICE ❑FFICE T 1 r F —c EQUIP. DGP. r�\ E jj / / r '1 / I L L ❑FFICE GEN, ❑FFICE TT II II ❑FFICE 1 �1I i II n II /1 j II / I t II 11 II I L---I I--- 11 - J PRINT/C❑PY 0 RECEPTI❑N L_ r- 0 - 1 1 / ❑FFICE L ❑FFICE ELECTRICAL DEMOLITION PLAN SCALE' 118%1'-0• r- L 1 DEMOLITION PLAN GENERAL NOTES 1. REFER TO SHEET E0.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEET E0.2 AND E0.3 FOR ELECTRICAL SPECIFICATIONS. 3. THE ELECTRICAL CONTRACTOR SHALL REMOVE FROM THE SITE ON A DAILY BASIS ALL DEMOLISHED EQUIPMENT AND MATERIALS. IN NO CASE SHALL THE SITE BE USED FOR STORAGE OF DEMOLISHED MATERIALS. 4. ALL EXISTING DEVICES TO REMAIN SHALL HAVE THEIR EXISTING CIRCUITING EXTENDED TO EXISTING PANELS OR AS RECIRCUITED AS INDICATED ON SHEET E2.1. 5. FOR MECHANICAL EQUIPMENT TO BE DEMO'D, ELECTRICAL CONTRACTOR SHALL DISCONNECT POWER AND REMOVE FEEDER AND CONTROL CONDUIT BACK TO SOURCE. COORDINATE MECHANICAL EQUIPMENT DEMO WORK WITH MECHANICAL CONTRACTOR. 6: WHERE EQUIPMENT/MATERIALS ARE DESIGNATED TO BE RETURNED TO OWNER, THE CONTRACTOR SHALL VERIFY WITH THE OWNER IF THE OWNER WANTS TO RETAIN THE MATERIAL. IF NOT THE CONTRACTOR SHALL REMOVE THE MATERIAL FROM THE SITE. DEMOLITION PLAN KEYED NOTES 0 REMOVE ALL EXISTING LIGHTING, RECEPTACLES, FIRE ALARM DEVICES, ETC. IN THIS AREA AND RETURN TO BUILDING OWNER. FOR BUILDING STOCK. REMOVE ASSOCIATED CONDUIT AND WIRE. WHERE CONDUITS HAVE TO BE RELOCATED TO MAINTAIN CIRCUIT INTEGRITY (EXTERIOR LIGHTING) ALL NEW CONDUIT SHALL BE INSTALLED IN CORRIDOR AREAS. REMOVE ALL EXISTING POWER DISTRIBUTION, PANELBOARDS, FEEDERS, TRANSFORMERS, ETC.. THE ELECTRICAL CONTRACTOR MAY RE -USE THE EXISTING FEEDERS AND EQUIPMENT AND EXTEND AS NECESSARY FOR TEMPORARY CONSTRUCTION POWER AND UPON COMPLETION OF CONSTRUCTION FINAL DEMOLITION TO OCCUR. KEYPLAN SEPARATE PERMIT AND APPROVAL REQUIRED '10400 Rodgers Road HOUSTON,`?EXA$ 77070 Phi 281-374-80 41• Fax 281474-8802 J Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 CD CD CD co co CO 073 Z 0 _r LC) C ISSUES & REVISIONS No. 1 Date Description 02/17/2014 ISSUE FOR PERMIT RECEIVED r 4�Y CITY o FEB 2 0 2014 PERMIT CENTER SHEETTITLE ELECTRICAL DEMOLITION PLAN DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 S EETNQ E2.D PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN_ CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. j y ptj11! a `!1 O .■ FCU03000 CB 01 FCU" 4I-"IJ 111 OFN0I:000 (500KW) CON14181 GFN07000 •. -J 1 PA-2 PA-1 (500KW) EX70l000 PDU4000 C0N13171 FRONT FRONT FRONT . FRONT PDUCI1000 MDPD TRNd.CPO FRONT 1000 1000 BATE BATT. FRONT •1 1000l000lo p FRONT FRQ1T PDU SITE PLAN GENERAL NOTES 1. REFER TO SHEET E0.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEET E0.2 AND EO.3 FOR ELECTRICAL SPECIFICATIONS. 3. REFER TO SHEET E1.1 FOR ELECTRICAL ONE LINE DIAGRAM. 4. REFER TO SHEET E4.0 FOR FEEDER SCHEDULE. SITE PLAN KEYED NOTES 0 0 0 0 0 0 0 0 NEW UTILITY PAD MOUNTED TRANSFORMER. PROVIDE PAD, REQUIRED GROUNDING, SOIL WORK, ETC. AS REQUIRED BY THE UTILITY COMPANY. COORDINATE ALL REQUIREMENTS WITH THE UTILITY COMPANY. NEW UNDERGROUND FEEDER FROM TRANSFORMER. SECONDARY TO NEW METERING EQUIPMENT. REFER TO DETAIL 2/E3.3. NEW 2500A UTILITY METERING CABINET. INSTALL PER UTILITY COMPANY REQUIREMENTS. NEW UNDERGROUND SERVICE LATERAL REFER TO DETAIL 4/E3.3. NEW UNDERGROUND PRIMARY. PROVIDE (2) 6" CONDUITS WITH PULLSTRINGS PER UTILITY COMPANY REQUIREMENTS. WHERE CONDUITS ARE INSTALLED IN TRENCHES AND NOT BORED PROVIDE RED CONCRETE ENCASEMENT. PROVIDE SPARE (7) 3-1/2" CONDUITS STUBBED OUT FROM BREAKER COMPARTMENT TO 24" BEYOND EDGE OF PAD. EXISTING UTILITY COMPANY METERING ROOM. REFER TO SHEETS E2.D, E2.1, E2.2, E2.3 AND E2.4 FOR WORK IN THIS AREA. 1 • If gg :nE 0 0 lis r-I 1 II �I ,111§ 1 1 1 FCO1000 10 WC-1 LAryzi 9f-1 ,,,,) 'lll xpotooLasied, 1d ELECTRICAL SITE PLAN SCALE. 1/16°-1-0° .. MINIMUM III ._.. • i r 1 1 .. _.. o.. NOOK .III MOWN .. s.. _.. 1 1040O Roofers Bowl HOU8T101, TEXAS 77070 PI>� 281474-8OA4 Feel 2814744802 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 ISSUES & REVISIONS No. Date Description 02/17/2014 ISSUE FOR PERMIT I ECEW CITY OF TU-KWED ILA FEB 2 0 2014 PERMIT CENTFR littafaria SHEETTITLE ELECTRICAL SITE PLAN SEPARATE PERM rAND APPROVAL REQUIRED DRAWN:. WAM REVIEWED: RWB PROJECT NO.: C1047.00 SE63BTNQ E2.0 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.. LCPC1000-34,36 2#6, #10G., 3/4"C. LCPD10g0-34,36 2#6, #10G., 3/4"C. 60/2AF/N 1 FCU04000 CL03 LCPC1000-9 LCPC1000-11 FCU03000 (15 (16 it I •I I iI I, I 1 I1 I it \' GENO1000 (600KW) LCPC1000-31,33 GEN02000 (600KW) LCPD1000-35 MDPD1000-3 CGN14181 LCPC1000-19 LL 5, �i 01� 01 0 010 O. �I zt wl 0i LCPD1000-21 WP, GF1 / CLO3 \ 0 0 0 w 0 0 0 MDPC1000-3 CON 171 iik Mph �'S IIIM � 14.1.I ;'t ltBMWIFII* NM � ! .n3 ;MO i fir= fflanl� ?MI.1!:B?�!!=.i. A_BFP ail` • ,� LCPD1000-15 LCPD1000-17 60/2/NF/N1. MDPA1000-2 MDPA1000 1 MDPB1000-2 MDPB1000-1 LCPD1000-19 Ali MDPC1000-5 30A/3P/ 20AF/N1 Ere mit,' FRONT FRONT FRCiNT FRONT FRONT CA1000 MDPD1000-2 A3CC10 JPSAh00C JPSB100C ,RBCBi00 FRONT FRONT LCPC1000-15 FRONT FRONT FRONT FPDU 1000 iiimr3iiidustiWi t:t;➢® mina taLek@#iii 41I Mi,trIIl3 1 yu u ai:.LH sill mi.gzAwm FRONT FRONT FRONT441IC,NC' "'v`'MDPC OOG1 OQG 1000 FRONT FRONT iii�3�: iilil k MSBO1 I i i � I Ii I 100. I loci 100. 100. , 100. 1 100. 1 100. 1100. 1 100. 100. 1100. 11 100. 1 1 1 21 13 I 4 5 6 I 7 I 8 1 9 10 1 11 il 12 1 1 11 LCPD1000-29 1 PDU 1000-1 PDU 1000-1 200. 20d. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 1 2, 3 4 5 6 7 8 9 10 11 1 12 1_ PDUD10J0-1 PDUC1000-2 PDUD10,00-2 EPO STA. #1 (17) ELECTRICAL POWER PLAN SCALE. 1/8•-1'-0• EPO STA. #2 7 ARV 01000 LCPD10 EXF02000l- LCPC1000 20,22 FD-1 H-1 JB-1 LAV-1 LCPC1000-1 'r LCPC1000-5 LCPD1000-24,26 LCPC1000-7 2#6, #10G., LCPC1000-24,26 3/4"C. 2#6, 1#10G., 60/2/NF/N1 60/2/NF/N1 3/4"C. •��- FCU1000 LCPC1000-3 0 o0 o �. z00 LCPD1000-1,3,5 I1 Lam. rzZ%-1-20;4-9,03-1,2, i L_ LCPD1000-13 18) FCU2000 LCPD10 DPA1000-3 -11 LCPD1000-9\ LCPD1000-7 / CLO2 \ /CLO2 \I / CLO2 \ POWER PLAN GENERAL NOTES 1. REFER TO SHEET E0.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEETS E0.2 AND E0.3 FOR ELECTRICAL SPECIFICATIONS. 3. SEE ONE LINE DIAGRAMS AND FEEDER SCHEDULES FOR FEEDER SIZES AND EQUIPMENT SIZES NOT INDICATED ON THIS PLAN. 4. INSTALLATION OF ALL UNDERFLOOR UL USTED POWER WHIPS IN THE RAISED FLOOR AREAS SHALL INCLUDE THE WHIP AND ITS ASSOCIATED CIRCUIT BREAKER IN THE INDICATED RPP PANEL. 5. 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 E0.1 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. 8. 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 LIQUIDTIGHT CONDUIT (UL LISTED POWER WHIPS) UNDER RAISED FLOOR FROM REMOTE POWER PANELS (RPP) SHOWN IN DATA CENTER. ENGINEER WILL CONFIRM LOAD DOES NOT EXCEED THE CAPACITY OF THE RPP'S AND UPSTREAM ELECTRICAL DISTRIBUTION. 9. REFER TO SHEET E2.0 FOR ADDITIONAL CONDUIT. ROUTING REQUIREMENTS. 10. WARNING SIGNS AND NFPA 704 HAZARD IDENTIFICATION SIGNS SHALL BE INSTALLED TO CLEARLY IDENTIFY HAZARDS PER LSB STANDARD 13 SECTION 5.7. SIGNS SHALL HAVE RED COLORED LETTERING ON A WHITE BACKGROUND, STATING: 'NO SMOKING, WELDING, OR OPEN FLAMES WITHIN 25 FEET' SIGNS SHALL BE PROVIDED ON THE SIDES OF TANKS OR SECURITY FENCING IN THE DIRECTION OF FIRE DEPARTMENT APPROACH. WARNING SIGNS AND NFPA 704 HAZARD SIGNS SHALL HAVE LETTERING AT LEAST 3 INCHES IN HEIGHT OF WEATHER -RESISTIVE MATERIALS. 11. PROVIDE 3.5" CONCRETE HOUSEKEEPING PADS FOR INTERIOR EQUIPMENT AS SHOWN. PAD SHALL BE MINIMUM OF 3" LARGER THAN EQUIPMENT ON ALL SIDES. 12. PROVIDE CANBUS CONDUIT AND CABLING BETWEEN CRA/ERP/CON PER DETAIL 3/E3.5. POWER PLAN KEYED NOTES 0 0 0 0 0 0 0 0 10 11 12 13 14 PROVIDE CONNECTION TO GENERATOR WATER JACKET HEATER. (2) #6, #8 G. IN 1-1/4" CONDUIT ROUTED WITH GENERATOR FEEDER. CIRCUIT OVER -SIZED FOR MORE THAN THREE CURRENT CARRYING CONDUCTORS IN ONE CONDUIT. PROVIDE CONNECTION TO GENERATOR BATTERY CHARGER. (2) #10, #10 G. IN 1-1/4" CONDUIT ROUTED WITH GENERATOR FEEDER. CIRCUIT OVER -SIZED FOR MORE THAN THREE CURRENT CARRYING CONDUCTORS IN ONE CONDUIT. PROVIDE CONNECTION TO CONDENSING, FIELD VERIFY EXACT TERMINATION LOCATION. REFER TO E1.1 FOR CIRCUITING REQUIREMENTS AND E1.4 FOR UNDERGROUND CONDUIT ROUTING. PROVIDE CONNECTION TO REFRIGERANT PUMP, FIELD VERIFY EXACT TERMINATION LOCATION. REFER TO E1.1 FOR CIRCUITING REQUIREMENTS. PROVIDE CONNECTION TO CRAC, FIELD VERIFY EXACT TERMINATION LOCATION. REFER TO E1.1 FOR CIRCUITING REQUIREMENTS. UNIT HAS INTEGRAL MOUNTED DISCONNECT SWITCH INCLUDED AS OPTION WITH UNIT. 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, 20A WITH SINGLE 5-20R RECEPTACLE. PROVIDE OPTIONAL 345 DEGREE PIVOT BASE, MODEL NUMBER RTBF-PVB. MOUNT REEL AT CEILING HEIGHT, SUPPORTED FROM STRUCTURE ABOVE. PROVIDE ADDITIONAL SAFETY CHAIN FROM STRUCTURE ABOVE TO REEL BASE. ONCE INSTALLED THERE SHALL BE NO NOTICEABLE MOVEMENT IN EITHER THE VERTICLE OR HORIZONTAL DIRECTIONS. FIELD VERIFY EXACT LOCATION WITH BCEI PRIOR TO INSTALLATION. PROVIDE CONNECTION TO RPP. FIELD VERIFY EXACT TERMINATION LOCATION. REFER TO ONE LINE DIAGRAM FOR CIRCUITING REQUIREMENTS. PROVIDE INTERFACE TO LOCKOUT REHEAT/HUMIDIFICATION DURING TRANSFER TO GENERATOR POWER. REFER TO DETAIL 1/E3.5. PROVIDE CONNECTION TO WATER HEATER. EPO SYSTEM PANEL PROVIDED BY FA CONTRACTOR, INSTALLED BY E.C. REFER TO DETAIL 1/E3.4 FOR ADDITIONAL INFORMATION. EPO BREAKGLASS BUTTON. COORDINATE EXACT LOCATION WITH ADJACENT DEVICES NOT SHOWN ON THIS PLAN. REFER TO DETAIL 1/E3.4 FOR ADDITIONAL INFORMATION. POWER CONNECTION TO EQUIPMENT. SEE 2/E3.5 FOR POWER REQUIREMENTS. FIELD VERIFY EXACT LOCATION WITH BCEI PRIOR TO ROUGH -IN. 4'X8'X5/8" FIRE RATED PLYWOOD MOUNTED ON WALL FOR PHONE BOARD. FIELD VERIFY EXACT LOCATION OF.QUAD ON PHONE BOARD WITH BCEI PRIOR TO INSTALL PULLBOX FOR OUTSIDE FIBER, PROVIDED AND INSTALLED BY OTHERS. FAN CONTROLLED BY OCCUPANCY SENSOR IN RESTROOM. EXTEND CIRCUIT TO LIGHTING IN RESTROOM. REFER TO E2.2 FOR MORE INFORMATION. MOTORIZED DAMPER BY MECH. CONTRACTOR. PROVIDE 120V POWER (CONNECT TO NEAREST NON UPS RECEPTACLE CIRCUIT). PROVIDE RELAY TO INTERLOCK WITH FCU CONTROLS SO DAMPER OPENS WHEN FCU IS IN OPERATION. RELAY TO HAVE 24V CONTROL COIL AND CONTACTS RATED AT 120V, 10A. SEPARATE PER ITAmp APPROVAL REQUIRED Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 cD C- C.) cj w cn 0 0 w l0 LLI co F- Co Q J CNI M ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER SHEET I TLE ELECTRICAL POWER PLAN r DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHEET NO 1 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. B 11 III LCPD1000-10 % CLO3 15 16 17) GEN01000 GEN02000 (600KW) (600KW) C0N14181 to:•) J oi0 01 0 rlco z w LCPC1000-10 0 0 0 0 z 0 0 C0N13171 LCPD1000-12 I. r'L I MUFTI i# 81111rnill Wr r LCPC1000- B LCPD1000-6 100. 100. 100. 4 5 6 100. 100. 8 9 uk ?s!1.1111L4111W1 :nngWupwWivurs,u„ LCPC1000 4 Mr- 88#.:IW a;, W I W!i' 200. 200, 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 1 2 3 4 5 6 7 8 9 10 11 12 300. 30C. 300. 300. 300. 300. 300. 300. 300. 300. 300. 300. 1 2 3 4 5 6 7 8 9 10 11 12 400. 400. 00. 400. 400.1400. I 50150500. 0.0. 1 123 500. 4 500.1500. 5 6 500.1500. 7 8 500. 9 500. 10 500.1500. 11 I12 500. 13 500. 14 5C 15 0. 500. 16 1 1 600.1E 00. 700. i00 800. 800. 4 15 LCPD1000-8 6C0. 600. 800.1800. 6.7 700. 700. 800.1800. 700.1700. 800. 800. ( 1 6 ( 7) ELECTRICAL LIGHTING PLAN SCALE. 1/8'■1'-0' LCPD10 (18 3 /CLO2\ LIGHTING PLAN GENERAL NOTES 1. REFER TO SHEET E0.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEETS.E0.2 AND E0.3 FOR ELECTRICAL SPECIFICATIONS. 3. REFER TO SHEET E4.2 FOR LIGHTING FIXTURE SCHEDULE. 4. PROVIDE (2) #10, (1) #10G IN 3/4" CONDUIT FOR ALL LIGHTING CIRCUITS. 5. COORDINATE INSTALLATION OF LIGHTING FIXTURES WITH OTHER TRADES. 6. OCCUPANCY SENSOR WIRING INDICATED ON PLANS IS INDICATIVE OF OCCUPANCY SENSORS, POWER PACKS AND LIGHTING CIRCUITS INSTALLED AS A SYSTEM. REFER TO MANUFACTURER'S DATA FOR EXACT WIRING REQUIREMENTS. LIGHTING PLAN KEYED NOTES 01 LIGHTING FIXTURES G TO BE CONTROLLED VIA REMOTE MOUNTED PHOTOCELL. FIELD COORDINATE LOCATION OF PHOTOCELL TO AVOID CYCLING OF FIXTURE DUE TO ADJACENT LIGHTING. 02 FIXTURE TO REMAIN UNSWITCHED FOR EGRESS/NIGHT LIGHTING. TYPICAL. 0 OCCUPANCY SENSOR TYPE "OS1 ", LEVITON MODEL NO. OSWLR-IoW. TYPICAL. LOWERCASE LEI IER ADJACENT TO DEVICE AND LIGHT FIXTURE DENOTES SWITCHING GROUP SENSOR CONTROLS. 0 POWER PACK TYPE "OSP", LEVITON MODEL NO. OSP2O-RDH 0 POWER PACK TYPE "OSA", LEVITON MODEL NO. OSA20-R00 ADD A RELAY. LIGHTING REQUIRED AT DOORS TO MEET 5.0 FOOTCANDLES ® DOOR AND 2.0 FOOTCANDLES WITHIN 15' RADIUS OF EXIT. CONTRACTOR SHALL SUBMIT FOOTCANDLE CALCULATIONS TO CONFIRM PRIOR TO INSTALLATION OF FIXTURE. FIXTURE SHALL ALSO BE A FULL CUTOFF DESIGN, DARK SKY COMPLIANT. TYPICAL OF 2 TYPE JE FIXTURES. 0 FIXTURE SHALL BE A FULL CUTOFF DESIGN, DARK SKY COMPLIANT. TYPICAL OF 3 TYPE G FIXTURES. AREA OF WORK SEPARATlit PERMIT AND APPROVAL REQUIRED Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 1 ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER J SEAL J SHEET T LE ELECTRICAL LIGHTING PLAN SHEET NO. DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 KEYPLAN PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. J ca 0 (4) ( (15 1 (Z 0 GEN01000 (600KW) C0N14181 GENO2000 (600KW) _J 001 0 Fr 0. v z, wl 01 C 0 0 0 w 0 O 0 0 C0N 13171 -J 18 it Ir 11 ill FCU04000 / CLO3 \ CD CO 0 0 FCU03000 h / CLO3 \ FD-2- FRONT EXF01000 FRONI FRONT FRONT o D CA1000 4BATT. G / CLO3 \ `B0101 FRONT FRONT FRONT FRONT JPSA 00C BATT. BATT. MBCC1 QQC100C BATT. BATT. BATT. JPSB1OONBCB100C FRONT FRONT BATT.fig3 BATT. FRONI MDPD TRN jCPD �100111 "mg JPSD10001BCD100d FRONT FRONT FRONT FRONT FRONTLICPC 1,0001 FRONT IPDU 1000 FI'DU I. 0 wo 0 0 CD • I U 0 NUN, 0111I;e: /CLO3 \ Jr ma O 1000 PDU 1000 PDU 1000 al • 1[ NCMDPC 0001000 FRONT MSB01 000 • 01000 c) 0 0 O 0 HOT AISLE I• I too. loci. 100. tool 100. 100. 100. 100. 100. 100. 100. 100. J 1, 21 3 4, 5 6 7 8 9 10 11 I 12,ii 4-- 1 _ N 1 O O U � O o 00 2. 0 CL CC �t- 0 0 CL CD O 0 CC 200. 1 20d. 21 200. 3 • 200 4 200. 5 COLD AISLE 200. 6 HOT AISLE 200. 7 200. 8 300. r 30t1.T300.T3001 300.T300. T 300T300. 1 23 I 4 5 6 1 7 1 8 1 _ ! 1 1 ZOO. 9 0 200. 10 200. 12 .T300. 1300 1 11 1 12 COLD ! AISLE -1- 1 I TT TTT 1 7--T- l 400.1400.1 00.1400.I400�00.1400.1400.I400.1400.1400 400.1400.1400.14 0.1400.1 9 1 3 4 1 5 R ;7 I R 1 9 .io 1/ i7111;14:11i61 1 L J-J-J_-J_ I I __L_ HOT i AISLE 1 1 (I 1 1 1500.1500.1 00. 1500.1500. 1 1: 9 1 13 i 4 1 5 L_ J_ J I _L J- I 0 O • JOLD /AISLE / CLO2 • 1 111 O 0 • CLO2 EXF02000'Y / / U T 600.1600. ; q00. 0.1600. 1 1 l3 4 • 5 L J_ _L., I 1 - -TTTT T - 600.1600.1600.1600.1600.1600. 6: 7 1 6 1 9 110 : 11 -J-_L_ J - --I-TTIT 600.1600.1600.16 0.1600.1 1?a16116 1 1 1 I I FCU1000 L/ FD- © W'H-1 JB-1 V, cam'\ LAV- 1 1 171 FA-0L 2ve\ LAV-1 (1 / CLO2 SIC-1 / CLO2 \ FCU 2000 CC w CO / CL02 15 AISLE i T 11TT 1700.1 0.17,00.1700.1700. 9• 13 1 4 1 5 ' I TTT-T- 700.1700.1700.1700.17 00.1700. 6 : 7 R 9 1n: 11 I t , T-TIT 700.1700.1700.1700.1700.1 19 13 1 14 1 15 1 16 L,LL _ 1, J- _L __i_ _.I_ i J_ ! - _ ` J_ _L_. ,J_ J 0^ 1 SRO ; 8C^ 1800 ; ROC 1 1 9 113 1 4, 5 L ._L_ I 1 J_ J_ L- J- J- I COLD AISLE T 1I T 1 -TI 80A ;80n I3n0 6 7 .1 R I - -,- -J- -- i -T- -1 S^0 1E80 ;131-10s800;60,9 1$90 ;8CL0 1e00 9 10 111 19 : 13 1 14 , 1fi 16 ; L 1 J_ J- 1 IJ- I O 0 0 L0 I U i I I V / '1 L DDC CkA09000 /,tom ,,.� ',l/l?1; // C01 S: CO1 24,4 1 4 • • 0 C 0 ELECTRICAL GROUNDING PLAN SCALE. 1/8•-1'-O' { / CLO2 \ / CLO2 \ GROUNDING PLAN GENERAL NOTES 1. FOR GROUNDING ONE -LINE DIAGRAM, REFER TO SHEET E1.2. 2. REFER TO SHEET E3.1 FOR GROUNDING DETAILS. 3. NOT ALL CONDUCTORS INDICATED ON THIS PLAN. REFER TO 1/E1.2 FOR MORE INFORMATION. CONDUCTOR SIZES INDICATED ON 1/E1.2. 4. SEE 1/E1.2 FOR CONDUCTOR TERMINATION LOCATIONS AT. EACH GROUND BAR. CONDUCTORS SHALL BE TERMINATED AT GROUND BARS PER 1/E1.2. 5. COORDINATE EXACT LOCATION OF GROUND CONDUCTOR TIE IN EQUIPMENT WITH EQUIPMENT SUBMITTALS. PROVIDE LUGS AS REQUIRED. GROUNDING PLAN KEYED NOTES 0 0 0 0 0 0 0 0 10 11 12 13 14 15 16 17 18 GROUND TEST WELL LOCATION. COORDINATE LOCATION WITH EXISTING AND NEW UNDERGROUND CONDUITS/UTILITIES. PROVIDE COMPRESSION LUG BOLTED TO FUEL TANK FOR GROUNDING CONNECTION. TYPICAL PROVIDE EXOTHERMIC CONNECTION TO REBAR LOCATED IN. CONCRETE SLAB. PROVIDE TEN FEET OF COILED CONDUCTOR FOR CONNECTION TO FUTURE EQUIPMENT. PROVIDE 16x1 6x8 N3R PVC BOX FOR PROTECTION OF CONDUCTOR. TYPICAL 10'-0" x 3/4" COPPER CLAD STAINLESS STEEL GROUND ROD. TYPICAL: GROUNDING CONNECTION TO RAISED FLOOR PEDESTAL, TYPICAL. RAISED FLOOR GROUNDING CONDUCTOR, TYPICAL. CONNECTION TO HVAC EQUIPMENT. PROVIDE BONDING STRAPS AROUND SUPPLY AND RETURN AIR FLEXIBLE CONNECTIONS. TYPICAL CONNECTION TO METAL DOOR FRAME. TYPICAL. GROUND BAR "MSG01000" GROUND BAR "PGP01000" GROUND BAR "EFG01000" GROUND BAR "RFG01000" GROUND BAR "EFG02000" GROUND BAR "EFG03000" COORDINATE LOCATION WITH EXISTING AND NEW UNDERGROUND CONDUITS/UTILITIES. CONNECTION TO BUILDING STEEL TYPICAL. CONNECTION TO RPP. TYPICAL. AREA OF WORK SEPARA PERMITAJD APPROVAL REQUIRED Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 D: EDCSEA01 W to co LC) CV c co w 0) F- ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT . RECEIVED Tip WILD CITY CIF FEB 2 0 2214 PERMIT CE TFP C EXPIRE 3, a SHEET TITLE ELECTRICAL GROUNDING PLAN DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHEET NO. E2.3 1 I I 1/1 I 1 1 1 F 500. 1500. 1500.1500. 1 `100.1500. 500.1500.1500.15 0.1500.1 617,R_1a t0111 1211,.11411161 J_J_f I J-_J_J-J_J_J 1 KEYPLAN PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. FCU04000 FCU03000 It If ! II 11 GEN01000 (600KW) CON 14181 PA-2 PA-1 u;§r�•trwitk 1 GEN02000 . (600Kw) J EXF01000 FRONT FRONT 'i CA1000 FRONT JPSA100C BATT. JPSB100C 0 0 0 c CD J C0N13171 Italian mod{ IL El MEI = MRII Mlt;i:INIVia.t11111ktt: elkK'1�i�i:ftit 10�0 - GSBCr000 �� FRONT FRONT `JBC C100 IBCB100C FRONT FRONT FRONT �min mom ,� ti4 __ 's"a^. ,.i.", ;;3;: ^°iss Erg. ' ': !':.: ;s. " tiM1111tVi•+.r�.�i;:l•�tfi;f NI s;t!IiA.: �':mij:; �f[!tCr MINI, ,�.lfin.t31��i'�cli.,�l{�.,�i�'�EIy.I�n�,SW �,Ii<„ ��ii;�':1�:Nsi:P�f;i!iF:l♦�i''_irti�;I�.I�iSi�ttilih,�i�iii?;�.iitl� '; � v �` • FRONT FRONT CJPSC100C JPSD100CVBCD1000 FRONT FRONT MSBO' 01000 00. 100. ELECTRICAL CONDUIT PLAN SCALE. 1/8•-1'-O• 7111114i i7f:M; 1 FCU1 000 s !• : wipt;lrtf; aixd=iuir3 f!i;it mtv$1,I EXF02000� VAC-1 eF0-1 `FD-1 ® WC-1 LAV-1 LAV-1 El FCU 2000 at CONDUIT ROUTING PLAN GENERAL NOTES 1. REFER TO SHEET E0.1 FOR GENERAL NOTES AND SYMBOL LEGEND. 2. THIS DRAWING'S INTENDED USE IS TO ASSIST IN THE ROUTING OF UNDERGROUND AND INTERIOR TO THE BUILDING CONDUITS AND SETS MINIMUM REQUIREMENTS FOR FUTURE CONDUITS. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMING THE EXACT CONDUIT QUANTITIES AND REQUIREMENTS. 3. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL SEISMIC BRACING AND DESIGN, WHERE REQUIRED BY LOCAL AUTHORITIES. 4. ALL FEEDERS ARE TO BE SUPPORTED FROM THE FLOOR. SUPPORTING FROM THE CEILING/ROOF IS NOT ALLOWED WITHOUT PRIOR APPROVAL BY STRUCTURAL ENGINEER. CONDUIT ROUTING PLAN KEYED NOTES 0 O FEEDER CONDUITS TO RPP'S ROUTED UNDER RAISED FLOOR. CONTRACTOR TO KEEP CONDUITS AS CLOSE TO BOTTOM OF SLAB AS POSSIBLE. PROVIDE OFFSETS/SADLES AS NECESSARY. UNDERGROUND FEEDER/CONTROLS CONDUITS FROM GENERATORS TO BUILDING. STUB CONDUITS UP AT EXTERIOR OF BUILDING AND ROUTE OVERHEAD TO INTERIOR. UNDERGROUND SERVICE LATERAL. CUT AND PATCH SLAB TO ORIGINAL SPECIFICATION. U AREA OF WORK SEPARATE Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 J ISSUES & REVISIONS Na Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWIL A FEB 2 0 2014 PERM; CENT "' 020 1!'r►Fi5so4 ,4 S EETTITLE ELECTRICAL CONDUIT PLAN r DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHEET NO. KEYPLAN PERMIT AND APPROVAL REQUIRED PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ON20130 LCPC1000-38,40,42 3#10, #10G., 3/4"C. CON01011 C0N02012 CON03021 LCPC1000-19 CON04022 CON05031 CON06032 CON19140 LCPD1000-38,40,42 3#10, #10G., 3/4"C. wP, GFl GF1 MDPA1000-2 02 MDPB1000-2 O MDPC1000-5 O CON151 CON16110 CON07041 I ((( „1111 (1?: (:+�r�11 �: lr�s f —_ CON08042 -I 51-1 % (Aft p`\ J -- CON09041 (,(A CON10042 pilp I CON11061 <f"40 (4( • L J r CON12062 I (\'r\ � (f(&21 (( 11111 L Tvy ELECTRICAL ROOF PLAN SCALE. 1/8'-1'-0' wP, GA GA LCPC1000-28,30,32 3#10, #10G., 3/4"C. LCPD1000-28,30,32 3#10, #10G., 3/4"C. LCPD1000-21 ROOF PLAN GENERAL NOTES 1. REFER TO SHEET E0.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEETS E0.2 AND E0.3 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. 5. 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. 6. FIELD VERIFY EXACT LOCATION OF ALL MECHANICAL EQUIPMENT TERMINATIONS. 7. PROVIDE CONTROLS/MONITORING WIRING FOR MECHANICAL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH DETAILS AND MECHANICAL CONTRACTOR. ROOF PLAN KEYED NOTES O REFER TO ONE LINE DIAGRAM FOR SIZING. 0ROUTE POWER AND CONTROLS WIRING ALONGSIDE REFRIGERANT PIPING. UTILIZE SAME ROOF PENETRATION. 0 PROVIDE NEW 30/3/NF/N3R HEAVY DUTY DISCONNECT SWITCH. 04 PROVIDE NEW WEATHERPROOF, DUPLEX, GFI RECEPTACLE. SUPPORT INDEPENDENT OF MECHANICAL EQUIPMENT. O MECHANICAL PIPING ROOF PENETRATION. KEYPLAN AREA OF WORK SEPARATE PERMIT D APPROVAL REQUIRED r Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 co co cp o o) CO CNI d' C'7 J No. 1 ISSUES & REVISIONS Date 02/17/2014 Description ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER SEAL SHEET TITLE ELECTRICAL ROOF PLAN 1 DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHBETNO Ego PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. BLOCKING (FOR GYP. BD. WALL ONLY) — w 0 0 w U 0 V) POLYESTER INSULATER (TYP.) 5/8" HARDWARE AND LOCKWASHERS (TYP.) LEXAN COVER WITH NAME LABEL AND PANI DESIGNATIONS GROUND BAR MOUNTING BRACKET GYP. OR CMU WALL FINISHED FLOOR GROUND BAR MOUNTING NOT TO SCALE S/S NUT S/S BELLEVILLE WASHER S/S BELLEVILLE WASHER 3/4" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0• 0 0 0 0 0 0 0 0 1 1/2" (TYP.) 1 9/16" 0 (TYP.) AS REQUIRED 2" (TYP.) i 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. 8. BUS LEXAN COVER SHALL BE CLEARLY LABELED WITH NAME CORRESPONDING TO THOSE INDICATED ON 1/E1.2. 9. BUS LEXAN COVER SHALL BE CLEARLY LABELED LEFT -TO -RIGHT WITH "P", "A", "N", "I" 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/E1.1. V GROUND BUS DETAIL 0 NOT TO SCALE GROUNDING LUG MAXIMUM 1/8" COPPER BUS S/S BOLT (1 OF 2) 11/16" 0 (TYP. OF 2) --1/4" (MIN.) r-() - 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. NOTES: 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. GROUNDING LUG DETAIL NOT TO SCALE EXOTHERMIC CONNECTION (CADWELD) FLOOR STRINGER MAINTAIN 12" BENDING RADIUS #4 AWG STRANDED COPPER CONDUCTOR TO INTERNAL PEDESTAL `-PANDUIT #GPQC. SIZED TO ACCOMODATE PEDESTAL DIAMETER. PEDESTAL FLOOR STRINGER #4 AWG STRANDED COPPER iiez CONDUCTOR TO NEXT PEDESTAL. PANDUIT #GPQC SIZED TO ACCOMODATE PEDESTAL DIAMETER. INTERNAL PEDESTAL GROUNDING DETAIL NOT TO SCALE FLOOR STRINGER #4 AWG STRANDED COPPER - CONDUCTOR TO NEXT PEDESTAL REMOVE PAINT AROUND PERIMETER AT GROUNDING CONNECTION POINT. PEDESTAL BURNDY YAV RING LUG WITH THRU BOLT, LOCKWASHER, AND NUT. #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 PERIMETER PEDESTAL GROUNDING DETAIL NOT TO SCALE GROUNDING CONDUCTOR (REFER TO DRAWINGS FOR SIZES) STRUCTURAL STEEL MEMBER PRIOR TO CONNECTION, SCRAPE AWAY ALL PAINT AND/OR GALVANIZING THEN REAPPLY AS NECESSARY AFTER CONNECTION IS COMPLETE TYP. GROUNDING CONNECTION TO STEEL NOT TO SCALE #4 AWG STRANDED COPPER CONDUCTOR 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. PEDESTAL QUAZITE COVER #PG1118HAO0 WITH "GROUND ELECTRODE" EMBOSSED ON COVER. FINISHED GRADE QUAZITE BOX #PG1118BB12 PROVIDE SIX INCHES OF #57 OR—�._- #67 GRAVEL FILL AT BOTTOM OF TEST WELL COPPERCLAD GROUND ROD (PROVIDE SECTIONAL THREADED ROD AT TESTWELL LOCATIONS TO ACHIEVE 12" BELOW GRADE ROD ELEVATION.) CONCRETE RING AROUND BOX FINISHED SMOOTH REMOVABLE CONNECTION #4/0 JUMPER CONNECTED TO GROUND LOOP. CADWELD CONNECTION GROUND LOOP COPPERCLAD GROUND ROD GROUNDING TEST WELL/HANDHOLE DETAIL NOT TO SCALE SINGLE HOLE COMPRESSION LUG BRONZE U-BOLT 3/8" MIN. BRONZE HEX NUT (2) WITH LOCKWASHER BRONZE CROSS BAR BRONZE HEX NUT (2) WITH LOCKWASHER THIS DETAIL APPLIES TO ALL METALLIC PLUMBING AND HVAC PIPING AS WELL AS SPRINKLER PIPING. DO NOT PROVIDE GROUNDING CONNECTIONS AT GAS PIPING. TYP. PIPING GROUNDING CLAMP 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. RAISED FLOOR GROUNDING DETAIL NOT TO SCALE 5 DETAIL NOTES: 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. 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 STRINGER. 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. 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. 6. REMOVE ALL PAINT AROUND PERIMETER OF PEDESTAL AT THE POINT WHERE GROUND CONNECTOR AND CONDUCTORS ARE ATTACHED TO PEDESTAL 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 SEPARATE PERMIT AND APPROVAL REQUIRED 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax: 281-374-8992 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 Cf) co r ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER J JExPuEs: t :1 I r simiunThE ) ELECTRICAL DETAILS DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHEET NO. E3.1 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. L System No. W-L 0 9 F Ratings —1 and 2 Hr (See Item 1) TRating -OHr 1. 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 SQ 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 1 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. CONDUIT WALL PENETRATION NOT TO SCALE 1/2" ALLTHREAD ROD TO STRUCTURE OVERHEAD. REFER TO SPECIFICATIONS FOR ACCEPTABLE SUPPORT METHODS TRAPEZES ARE TO BE SPACED MAXIMUM 5'-0" APART. AFTER INSTALLATION OF CONDUITS AND CONDUCTORS TAPEZES SHALL SHOW NO VISIBLE DEFLECTION CONDUIT CLAMPS PROVIDE SINGLE THREADED NUT AND WASHER ON TOP OF MATED SURFACES AND TWO NUTS AND WASHER ON BOTTOM OF MATED SURFACES WHERE CONDUITS CANNOT BE SUPPORTED FROM STRUCTURE ABOVE PROVIDE-STAN-T-IO.N-P-OLES FOR SUPPORT OF TRAPEZES. SCHEDULED CONDUIT o PROVIDE TWO 1-1/2" SECTIONS v I STRUT MATED BACK TO BACK MAXIMUM FIVE EXPOSED THREADS WITH ENDS FILED SMOOTH AND ROUNDED BRANCH DEVICE TO LOAD- 1-1 N G IG 480V PRIMARY EQUIPMENT GROUNDING CONDUCTOR 208Y/120V SECONDARY 1-1—DRY-TYPE TRANSFORMER GROUND CONNECTION POINT AT TRANSFORMER GROUNDING ELECTRODE CONDUCTOR NEUT. MAIN BRKR • IG • •• NEUTRAL CONDUCTOR STRUCTURAL STEEL OR AREA GROUND BUS EQUIPMENT GROUNDING CONDUCTOR INSULATED NEUTRAL TERMINAL --120/208V PANELBOARD GROUND BUS ISOLATED GROUND BONDING JUMPER ISOLATED GROUND BUS H - BLACK, RED OR BLUE N - WHITE G - GREEN IG - GREEN/ WITH YELLOW STRIPE TRANSFORMER CONNECTIONS NOT TO SCALE .75" .75" c11147 4.5" 3/8" 3/8" GREEN COLOR PRINT ON BOTH SIDES NOTE: NAMEPLATE SHALL. HANG BELOW LIGHTS APPROX. 3". USE SMALL LINK CHAIN. "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. `\ 00 OUTLET BOX (TYPICAL) 1 WALL PARTITION 6" MIN -� 00 OUTLET COVER (TYPICAL) PARTITION FRAMING MEMBER OUTLET BOX INSTALLATION NOT TO 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*****MDPA1 000" FED FROM "EDC*****MDSA1 000" 480V, 400A '*' 1N PANEL NAME REFERENCES EDGECONNEX SITE ID NUMBER. REFER TO EDGECONNEX SITE ID IN SHEET TITLEBLOCK. TYPICAL PANEL/GEAR LABELING DETAIL NOT TO SCALE AUDIBLE, VISUAL, BINATION AUDIBLE/VISUAL INDICATING APPLIANCE -� WALL MOUNTED INFORMATION SYSTEM OUTLET 18" O O 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER 18" 54" 6" 42" 0 12" 42" INFORMATION SYSTEM OUTLET MOUNT VERTICALLY DUPLEX RECEPTACLES MOUNT VERTICALLY LIGHT SWITCH MULTI -GANG SWITCHES SHALL EXTEND AWAY FROM THE DOOR INTERCOM SYSTEM VOLUME CONTROL REFER TO SPECIAL SYSTEMS PLANS FOR LOCATIONS. DOUBLE ACTION PULL STATION EPO SWITCHES 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax: 281-374-8992 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TDKWILA FEB 2 0 2014 PERMIT CENTER C ci$ SHEET TITLE ELECTRICAL DETAILS TRAPEZE. FOR CONDUIT NOT TO SCALE SUPPORT UNDERFLOOR BAR LOCATION INDICATOR NOT TO SCALE ELECTRICAL DEVICE NOT TO SCALE MOUNTING DETAIL SEPARATE PERMIT AND APPROVAL REQUIRED DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHEET NO. E3.2 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 120V -ATSA1000 N.O. ATSB1000 N.O. ATSC1000 N.O. H I - ATSD1000" N.O. •IF L N.O. CONTACTS WHICH CLOSE WHEN TRANSFER SWITCH IS IN THE "EMERGENCY" POSITION. LOCATED AT ATS TERMINAL STRIP. T' R1 R3 /CONTROL TRANSFORMER PROVIDED BY CONTRACTOR, PROVIDE .PRI.. AND SEC. FUSING. 480x240/24V, 50VA. LOCATE INTERIOR OF CRAC UNIT. CONNECT TO 480V SOURCE ON LOAD SIDE OF UNIT MOUNTED DISCONNECT. 82 83 CRA01000 TERMINAL BLOCK SPARE RELAY PROVIDED BY CONTRACTOR, 120V COIL, PROVIDE MINUMUM TWO CONTACTS RATED AT 10A, ONE N.O., ONE N.C., NEMA 1 ENCLOSURE. LOCATE INTERIOR OF CRAC UNIT. T R3 L r FRS) R5r T R5 SPARE r t AYAA Y Y Y l 11 L SPARE 82 83 CRA03000 TERMINAL BLOCK I82I FUTURE CRA05000 831 TERMINAL BLOCK kLb J DETAIL NOTES: 1. FIELD WIRING CONSISTS OF #12 AWG CONTROL WIRING IN 3/4" CONDUIT. 2. CONDUCTOR TERMINATIONS AT CRAC'S TO BE PERFORMED BY OTHERS. 4- L R21 T R2 -Y'n SPARE tAAA) r —L---J L R41 L R L S 1,R6) r SPARE , '.1.." 1 A A A I / f Y Y Y-� 1 R'I--I----J L y 82 82 83 CRA02000 TERMINAL BLOCK. 821 FUTURE CRA04000 831 TERMINAL BLOCK 1•-• L-J ---r R6 -ir- 1 .1 SPARE 83 FUTURE CRA06000 TERMINAL BLOCK CRA UNIT REHEAT/HUMIDIFICATION SHUTDOWN NOT TO SCALE TO 20/3 BRKR IN RPPO4D03 f TO 20/3 BRKR IN PNL LCPD1000 2#12, 1#12G., 1 /2"C. TO REMOTE DRY CONTACT BOX (DCP01000) IN ISS ROOM 4#12, 1#12G., 3/4"C. L21-20R RECEPTACLE CORD PROVIDED WITH SWITCH RACK MOUNTED TRANSFER SWITCH, 120/208V, 3P, OFCI APC MODEL NO. AP7701 CORD PROVIDED WITH SWITCH 1-• NOTE: RACK TRANSFER SWITCHES REQUIRE A & B INPUT SOURCES TO BE IN PHASE WITH EACH OTHER. JUNCTION BOX TO 20/3 BRKR IN RPPO4A01 2#12, 1#12G., 0 1/2"C. a-4#12, 1 #12G., 1/2"C. TO REMOTE DRY CONTACT BOX (DCP02000) IN ELEC ROOM GEIST PDU IN RACK, OFCI elk• 0 4#12, 1#12G., 1 /2"C. 3P, 4W RECEPTACLE TO MATCH GEIST PDU GEIST PDU IN RACK, OFCI REDUNDANT POWER TRANSFER SWITCH - ISS ROOM NOT TO SCALE ROOF PENETRATION HOOD 0 ITB-50 �'11TB-49 I fTB-70/71/2301 0 CON TB-49I ERP --�TB-70/71/230 L J CRA I TB-501 I TB-49 fTB-70/71/2301 CON L ROOF MECH CORRIDOR RAISED FLOOR. MECH CORRIDOR CONCRETE FLOOR PROVIDE MINIMUM 3'-0" COVER OR AS REQUIRED BY LOCAL CODES WHICHEVER IS GREATER. DEPTH IS TO BE COORDINATED WITH OTHER UTILITIES. DETAIL NOTES: &,,/)/////, 1. COORDINATE WITH LOCAL UTILITY COMPANY STANDARDS AND REQUIREMENTS. FOIL -BACKED MARKER TAPE 16" MAX OC., MIN. ONE AT EACH SIDE ELECTRICAL DUCT BANK WITH RED CONCRETE ENCASEMENT. PROVIDE MINIMUM 3" OF CONCRETE COVER ALL FOUR SIDES. #3 STIRRUP AT 5'-0" O.C. CONDUIT SPACER 8'-0" O.C. #5 CONTINUOUS REBAR 3" (TYP) FOR CONDUIT LARGER THAN 2" 2" (TYP) FOR CONDUIT 2" AND SMALLER SERVICE LATERAL DUCTBANK NOT TO SCALE CANBUS WIRING LEGEND 0 (1) PLENUM RATED TSP CABLE EQUAL TO BELDEN #89207. O (3) #14 WITH 600V INSULATION. KEYED NOTES O CONNECT TO INDICATED TERMINALS. O INSTALL ALL INDICATED WIRING IN (1) 1-1/4" EMT CONDUIT. PROVIDE FLEXIBLE CONNECTION AT UNIT. 0 INSTALL ALL INDICATED WIRING IN (1) 1-1/4" GRS CONDUIT WHERE EXPOSED ON ROOF. PROVIDE FLEXIBLE CONNECTION AT UNIT. SUPPORT CONDUIT ON ROOF WITH DURABLOCK SUPPORTS SO CONDUIT IS MORE THAN 3-1/2" ABOVE ROOF LEVEL OINSTALL ALL INDICATED WIRING IN (1) 1" EMT CONDUIT. PROVIDE FLEXIBLE CONNECTION AT UNIT. CRA/ERP/CON CANBUS REQUIREMENTS NOT TO SCALE FEMALE THREADED COUPLING SET FLUSH WITH FACE OF CONCRETE FACE OF WALL SURFACE OR TOP OF SLAB SURFACE PROVIDE MINIMUM 3'-0" COVER OR AS REQUIRED BY LOCAL CODES WHICHEVER IS GREATER. DEPTH IS TO BE COORDINATED WITH OTHER UTILITIES. NOTES: 1. DUCTBANK REPRESENTS ONLY ONE FEEDER. CONTRACTOR MAY INSTALL ADJACENT 1600A FEEDERS INTO THE SAME OVERALL CONCRETE ENCASED DUCTBANK IF DESIRED. 2. CONTRACTOR SHALL VERIFY EXACT QUANTITY OF ALL CONDUITS AND INCLUDE IN DUCTBANK. 0 • v•_ 4 a a • - a O °:._• • •t a• : • Q 4 : 4 '• 6 \NNA\>// /// //, //////////\> 3" (TYP) FOR CONDUIT LARGER THAN 2" 2" (TYP) FOR CONDUIT 2" AND SMALLER 25OOA DUCTBANK NOT TO SCALE FLUSH THREADED PLUG. AT WALLS, DRILL & BOLT THROUGH FORM TO HOLD COUPLING IN PLACE DURING CONCRETE POUR. PVC COATED GRC ELBOW OR RISER EXTENSION UNLESS OTHERWISE SPECIFIED ADAPTER OR COUPLING PVC CONDUIT OR AS NOTED OR SPECIFIED CONDUIT STUB AT CONCRETE SURFACE NOT TO SCALE 2" BRASS CAP; ENGRAVE INDICATING . i FUNCTION AND FINAL DESTINATION. ► 1), MARKER TAPE FINISHED GRADE 2" GALVANIZED STEEL PIPE - CONDUIT STUB -OUT WITH CAP. RECORD ALL ACTUAL STUB -OUT LOCATIONS "AS -BUILT". PROVIDE CONDUIT MARKER EE FOIL -BACKED MARKER TAPE 16" MAX OC., ONE AT EACH SIDE ELECTRICAL DUCT BANK WITH RED CONCRETE ENCASEMENT. PROVIDE MINIMUM 3" OF CONCRETE COVER ALL FOUR SIDES. #3 STIRRUP AT 5 FT. O.C. CONDUIT SPACER 8'0" O.C. #5 CONTINUOUS REBAR TO MSB01000 EXTERIOR WALL DISTANCE AS INDICATED ON PLANS, 3'-0" MINIMUM. IN NO CASE SHALL CONDUITS BE TERMINATED BELOW CONCRETE PAVEMENT, SIDEWALKS, ETC. UNDERGROUND SPARE CONDUIT STUB. -OUT NOT TO SCALE STUB CONDUITS UP FLUSH WITH FLOOR FINISH. MAINTAIN TWO INCHES OF CLEARANCE BETWEEN BACK EDGE OF CONDUITS AND INTERIOR WALL FINISH. MAINTAIN TWO INCHES OF CLEARANCE BETWEEN CONDUITS. INTERIOR WALL FINISH 10400 Rodgers Road HOUSTON, TEXAS 77070. Ph: 281-374-8644 Fax: 281-374-8992 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 D: EDCSEA01 LLl CO Go V , oo 0) N CO r ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 202014 PERM T CENTER az Itti 1 SHEET TITLE ELECTRICAL DETAILS ER RATE APPROVL A AL REQUIRE© DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHEET NO. E3.3 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 0 NEW AUTOMATIC TRANSFER SWITCH "ATSD1 000" EPO SYSTEM COMPONENTS. E.P.O. STATION SWITCH(ES) SHALL BE A SQUARE D MODEL #9001K15 GLASS BREAK OPERATOR #9001KA1 CONTACT BLOCK. THE E.P.O. SWITCH SHALL BE MOUNTED TO MATCH OTHER DEVICES HEIGHTS. PROVIDE RED LAMACOID NAMEPLATE 2"Wx4"H WITH 3/8" HIGH WHITE LETTERING (2 LINES) LABELED "EMERGENCY POWER OFF". THERE SHALL BE (1) EPO SWITCHES AT EACH LOCATION. THE EPO SWITCH(ES) SHALL OPERATE SUCH THAT WHEN THE GLASS DISK IS BROKEN THE 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. 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 "EP001000". EPO SYSTEM OPERATION THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO. FURNISH A COMPLETE. AND OPERATIONAL EPO SYSTEM. EPO SWITCHES SHALL BE INTERFACED WITH ALL CRAC UNITS, RPPS, AND THE FIRE ALARM PANEL THE FOLLOWING ARE CONTROL FUNCTIONS FOR THE SPACE: 1. THE SYSTEM SHALL PROVIDE CONTROL TO SHUT DOWN ALL DATA CENTER CRAC UNITS AND CLOSE ALL FIRE/SMOKE DAMPERS IN THE EVENT A STAGE TWO ALARM RELAY IS ACTIVATED (TWO SMOKE DETECTORS IN ALARM, VIA FIRE ALARM CONTROL PANEL). 2. THE SYSTEM SHALL PROVIDE CONTROL TO SHUT DOWN ALL DATA CENTER CRAC UNITS, ALL UPSS, IN THE EVENT TWO EPO SWITCHES ARE ACTIVATED. 3. THE SYSTEM SHALL PROVIDE CONTROL TO SHUT DOWN ALL DATA CENTER CRAC UNITS, ALL UPSS IN THE DATA CENTER IN THE EVENT THE WATER RELEASE RELAY IS ACTIVATED. CONTRACTOR SHALL BE RESPONSIBLE FOR INTERFACING WITH THE BUILDING FIRE ALARM SYSTEM. 4. THE SYSTEM SHALL BE BUILT WITH ENOUGH CAPACITY TO ACCOMMODATE ALL FUTURE UPSS, CRACS UNITS, ETC. AS INDICATED ON EPO WIRING DIAGRAM THIS SHEET. 5. REFER TO THE EPO WIRING DIAGRAM THIS SHEET FOR ADDITIONAL INFORMATION. CONTROL POWER FOR THE EPO SYSTEM SHALL BE DERIVED FROM A NORMAL POWER SOURCE. UPS POWER SHALL NOT BE USED. 6. ALL EPO BREAKGLASS COMPONENTS AND/OR ANY FIRE ALARM SIGNAL FUNCTIONS MUST BE RESTORED TO NORMAL BEFORE EPO RESET BUTTON CAN RESTORE THE EPO SYSTEM TO NORMAL CONDITION. 00 ti ^v 0 NEW AUTOMATIC TRANSFER SWITCH "ATSC 1000" 0 NEW AUTOMATIC TRANSFER SWITCH "ATSB1 000" (M023) M022 0 00 NEW AUTOMATIC TRANSFER SWITCH "ATSA1 000" (M025 M024) n�q V/ O O Y ---(M026) (M021 E.P.0 ACTIVATION INPUTS REMOTE MONITORING (TO BMS PANEL IN ISS ROOM) EPO STATION #1 AT SERVICE DISCONNECT ROOM H�H 114 /14 EPO STATION #1 DATA CENTER EPO STATION #2 DATA CENTER 114 1144 114 FIRE ALARM CONTROL PANEL MASTER CONTROL PANEL PLCO1000 n 0 0 U n n 0 N 0 GENERATOR SWBDS 'GSB01000' 0 a rn N 0 0 O 0 U 0 GENERATOR SWBDS 'GSB02000' 0 BMS 114 114 _#14 EPO ACTIVATION ALARM 114 114 SYSTEM IN BYPASS ALARM fi E— M002) 114 114 EP001000 KEY SWITCH NORMAL KEY SWITCH OVERRIDE O MAINTENANCE OVERRIDE KEY SWITCH r-� I(II L - J O O 2ND ALARM E.P.O. ACTIVATION ACTIVATION (AC EPO) . (AC & UPS EPO) SILENCE NOT USED SYSTEM RESEf/I.AMP TEST O EPO SYSTEM. DIAGRAM NOT TO SCALE OPT. STANDBY 550kW/687.5KVA GENERATOR GEN01000 480Y/277V, 30, 4W, 0.80PF 1000/3 100% (MOOT` M004) M006 (M003) (M007) MO10 M009 M012 (M013 MO1 1 M015 M014 —(M020 OPT. STANDBY 550kW/687.5KVA GENERATOR GEN02000 480Y/277V, 30, 4W, 0.80PF 1000/3 100% M017 #14 TO UPSA1000 #14 #14 TO UPSB1000 #14 #14 TO UPSC1000 #14 #14 TO UPSD1000 #14 #14 #14 CRA01000 TERMINALS 37 91 }--+----•{ 92 �-----( 38 (37) • FUTURE CRA02000 TERMINALS #14 #14 #14 C 37 ). CRA03000 TERMINALS 91 }- a--• •-4 --4 92 �--=--( 38 #14 137) CRA04000 TERMINALS • .M • f --( 92 38) ( 3 7 ) FUTURE CRA05000 TERMINALS ( 9- Y--a-- -if---- a-- ( 92 }----( 38 ). FUT. OPT. STANDBY 550kW/687.5KVA GENERATOR GEN03000 480Y/277V, 30, 4W, 0.80PF (M018� 550kW ti..yM.. 1000/3 100% M KEYED NOTES 0 GENERATOR FEEDER. REFER TO FEEDER SCHEDULE ON SHEETS E4.1 AND E4.2 FOR MORE INFORMATION. 0 EXTEND TO THE ELECTRICAL ROOM. REFER TO SHEET E2.1 FOR LOCATION. (3 FIELD COORDINATE EXACT TERMINATION LOCATION. O FOR FUTURE GENERATORS, STUB CONDUITS INTO A 1 NEMA 1 PULLBOX INSIDE ELECTRICAL ROOM. REFER TO SHEETS E2.0 AND E2.1 FOR MORE INFORMATION. O REFER TO XYZ FOR BMS LOCATION. M016 i I T I _J FUT. OPT. STANDBY 550kW/687.5KVA GENERATOR GEN04000 480Y/277V, 30, 4W, 0.80PF M019 r 1 O 550kW 1000/3 " ) 100% ';'1 GENERATOR CONTROLS WIRING REQUIREMENTS SCALE: NTS 0 FUTURE CRA06000 TERMINALS (37) E.P.0 ACTIVATION OUTPUTS STAGE 2 ONLY OUTPUTS GENERATOR SYSTEM CONTRO !RING SCHEDULE MARK - FROM CONTROL WI NG SPECIFICATIONS CONDUIT SIZE NUMBER OF SETS NOTES. M001. GEN01 PLCG1900 2) CAT 5E (6E) 1-114" 5 12= GEN 000 PLCO1000 (12):#14 1 1/4" 1., 5 NA003 GEN02000 PLC010O0 (2) CAT 5E (6E)'. 1-1/4" M004 GEN02000 PLC01'OOO (12)_##14 (4) #12 1-1/4` 1,5 5 FUT. GENO3000 PLC0:1:000 PULLSING ONLY 1-1/4" 2,.3 6 FUT;.GEN. Q0 PLCOI000 PULLSTRING ONLY -1/4" 2, :3. MO07 FUT. GEN04000 PLCO1000. PULLSTRING ONLY 1-1/4". 2,.3 I8: FUT. GENO4.000 PLC. 9OQ PILL: LNGONLY 1-1/4" 2,3 GENO1000 •JUNCTION &.OX (4) #14 . 17IN -1/4" 5 MOOSA JUIV.CTION.BOX : GSBO20O0 (2) #14_;"' HN 11 1, 5 JU CTI N: BOX GSBi 000 (2) 4 TRH 1, 5 1O10• GEN02000 ,JUNCTION BOX (4)#14:T HN 1-1/47 1, -5 OA • JUNCTIC3 i :BOX GSB02.000 4: Ft 15 JUNCTION BOX GSB01000. (2)#14 111 ,5. FUT.:GEN03000 JUNCTION B:OX PULLSTRING ONLY :14/4"' 2,-3 A 4U N CTIKN BOX GSB02000 PULLSG: ONLY 2, 3 JUN TION_ BOX GSIO1000 PULLSTRING ONLY 2,:3. IUI012 FUT. GEN04? :JUNCTION BOX PULLSTRING ONLY 1-1/4'' 2, 3 JUNCTION BOX GSBOOOOO PULLSTRING' LY 2,. M0128 JUNCTION BOX G.SB01000 PULLSTRING: ONLY GEN0100t0 ELECTRICA PUL1STRI C 14147 3 MI314' GGENO200.f EL CAL ROOM PULLBT1;€IiNC 1 1/4" 2 FUT. GEN03COO ELECTRICAL ROOM PULLSTRG ONL1 'I -1 2y3 FLIT: GEN04000 ELECTRICAL ROOM PULL-STRIN OI<IL 1-1/4": 2 M017. GE O1000 (16)#14`3f1,N 1-1/4" .GEN02000 FUT. GEN:03O0I1 PUULLSTR:ING ONLY 1-114" 2 FUT. GEEN 000 ,FUT GEN040 PU LLTRING ONLY 1I 114 M020 •FUT. GEN:04000 GENOI OO PULLS'' 'LY 1147 M021 PLC01000 JUNCTION BOX (20} #14 -rHHN 1-1/4" IV1 21A JUNCTION.. B€?X GSBO2000 14 THHN 2,3 M02 JUNCTION 3OX •BS .00 14 :THHN: ,5 022 4wTSD1I300, PLC (12) #14 TH,HI: 1,5 ATSC.1000 PLC01000 141�#Ifl�i_ M024 ATSB,1:000 PLCO1000 (12.1 4 THN'N: :025. A1000 PLCOI000 14 TIt 1, 5 PLCOI:OO.O BMS }E} 1-1 NOTES 1) ALL WIRING SHALL BE CONFIRMED;WITH:GENERA.TOR:SUPPLIER PRIOR TO -INSTALLATION., 2) PROVIDE'PERL ANENT CONDUITCAPS, .TEMPORARY COi DUIT CAPS NOT ALL WED 3) EXTEND —CONDO —ITV NTERIOR PULLBOX OR READY EXTENSION TO FUTURE EQUIPMENT, REFER TO SHEETS E24.AND 4) FIELD VERIFY EXACT TERMINATION, LOCATION AT EITHER GSB01000,M GSBO2000., 5) PROVIDE 600V INSULA1]ON: 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph: 281-374-8644 - Fax: 281-374-8992 Gensler Two Lincoln Centre 5420.LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 "CS cu cD w CO 0 0 w 0 Iw- 00 CO 0 c) 44( rei Q J tNi r 1 ISSUES & REVISIONS No. Date Description 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER SHEETTITLE ELECTRICAL DETAILS SEPARATE PERMITAND APPROVAL REQUIRED DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 E3.4 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1• BOTTOM OF STRUCTURE VARIES 0 BOTTOM OF STRUCTURE VARIES 0 BOTTOM OF LAY -IN CEILING +12'-0" BOTTOM OF LAY -IN CEILING +10'-6" TOP OF RACK +7'-6" TOP OF RAISED FLOOR +0'-0" 4 4 ROOF \ A A \ A A A LIGHT FIXTURE \ / / \ / / // FtA Z VVVVVVVVVV \AAA/ r l 000.0012104244l�1 CONCRETE FLOOR SLAB -2'-6" 4 DS UNIT RPP 1 LIGHT LIGHT LIGHT LIGHT FIXTURE FIXTURE FIXTURE FIXTUR: EQUIP CAB. AIR FLOW EQUIP CAB. IR FLOW EQUIP CAB. EQUIP CAB. EQUIP CAB. EQUIP CAB. EQUIP CAB. EQUIP CAB. EQUIP EQUIP CAB. CAB. EQUIP CAB. EQUIP CAB. EQUIP EQUIP EQUIP CAB. CAB. CAB. EQUIP EQUIP CAB. CAB. a 41 4 S — d x 44 / _4 • 4 fa Q _ a - r i1' f4OWER I uL COD 4` a- •'.4 ELECTRICAL SECTION - 'A -A'. NOT TO SCALE d_ ` - -4 4 /• , d s_ G, d • - -4• a '/ 4, /-` ▪ 4 • a • ° • 4 / N• . • •` 4 y UL U POWER IORD .5 .4 RPP resot 4 LIGHT FIXTURE 6l DS UNIT ror�� , 4 _ -- A d • 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax: 281-374-8992 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 ISSUES & REVISIONS Date Description 02/17/2014 ISSUE FOR PERMIT RECEIVFD CITY OF TUKWIL1', FEi 2 0 2014 PERK T CENTEP J C 02I Imam am r.:%$ ` t4; .1 SHEET TILE ELECTRICAL DETAILS SEPARATE PERMITAND APPROVAL REQUIRED DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHEET E3.5 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. LIGHT FIXTURE SCHEDULE MARK . LAMPS VOLTAGE DESCRIPTION MANUFACTURERS CATALOG NUMBER MOUNTING REMARKS NO. TYPE A 1 LED 120 WALL MOUNTED LINEAR LIGHTING FIXTURE WITH ALUMINUM FINISH ARCHITECTURAL LIGHTING WORKS ALW WLPD35-4-1-HP10-3500K-LLED-EXT-AL WALL MOUNTING HEIGHT - 8'6" AFF. FIELD VERIFY WITH BCEI PRIOR TO ROUGH -IN AE 1 LED 120 WALL MOUNTED LINEAR LIGHTING FIXTURE WITH ALUMINUM FINISH, EMERGENCY BALLAST ARCHITECTURAL LIGHTING WORKS ALW WLPD35-4-1-HP10-3500K-LLED-EXr-AL-EM WALL MOUNTING HEIGHT - 8'6" AFF. FIELD VERIFY WITH BCEI PRIOR TO ROUGH -IN, PROVIDE EMERGENCY BALLAST. 'NL' ADJACENT TO FIXTURE DENOTES UNSWITCHED TO SERVE AS NIGHT/EGRESS LIGHT. B 2 LED UNIVERSAL SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE METALUX METALUX8TSNLED-LD1-115-LC-UNV-L850-CD2-U SURFACE EIGHT FOOT LONG FIXTURE MOUNTED TO CEILING SYSTEM. CLEAR LENS, 2 LED DRIVERS BE 2 LED UNIVERSAL SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE, EMERGENCY BALLAST METALUX METALUX 8TSNLED-LD1-115-LC-UNV-L850-CD2-U-EL SURFACE EIGHT FOOT LONG FIXTURE MOUNTED TO CEILING SYSTEM. CLEAR LENS, 2 LED DRIVERS. PROVIDE EMERGENCY BALLAST. MOUNTING HEIGHT - 8'6" AFF. FIELD VERIFY WITH BCEIPRIOR TO ROUGH -IN, PROVIDE EMERGENCY BALLAST 'NL' ADJACENT TO FIXTURE DENOTES UNSWITCHED TO SERVE AS NIGHT/EGRESS LIGHT. C 1 LED UNIVERSAL 2X2 LAY -IN TROFFER ` METALUX METALUX22EN-LD1-34-UNV-L840-CD1-U RECESSED CE 1 LED 120 2X2 LAY -IN TROFFER, EMERGENCY BALLAST METALUX METALUX22EN-LD1-34-120-EL14-L835-CD1-U RECESSED PROVIDE EMERGENCY BALLAST INSTALL REMOTE MOUNTED TEST SWITCH G 1 LED UNIVERSAL WALL MOUNTED FLOOD LIGHT McGRAW EDISON IST B02-LED-E1-BL4-GM WALL MOUNT TOP OF FIXTURE 12" BELOW TOP OF SCREEN WALL. FIXTURE SHALL BE FULL CUTOFF. H8 2 LED 120 8 FOOT SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE METALUX METALUX8TSNLED-LD1-115-LC-UNV-L850-CD2-U SUSPENDED SUSPENDED UTILIZING UNISTRUT SUPPORT H8E 2 LED 120 8 FOOT SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE, EEMERGENCY BALLAST METALUX METALUX 8TSNLED-LD1-115-L -UNV-EL-L850-CD2-U SUSPENDED SUSPENDED UTILIZING NISSTRUT SUPPORT PROVIDE EMERGENCY BALLAST JE 2 LED 120 EXTERIOR WALL MOUNTED EMERGENCY/EGRESS LIGHTING FIXTURE WITH REDUNDANT LED'S DUAL-LITE DUAL LITE PG Z HTR WALL MOUNT ONE FOOT ABOVE DOOR, CONTAINS BATTERY HEATER FOR COLD OPERATION. BRONZE FINISH K 1 LED 120 WALL MOUNTED SCONCE ARCHITECTURAL LIGHTING WORKS ALW CML-16'-HP14-4000-24"-LED-JBOX2-UNV AL WALL FIELD VERIFY MOUNTING ELEVATION. X1 N/A LED 120 UNIVERSAL MOUNT EDGE LIT EXIT LIGHT COOPER INDUSTRIES EEX-7 X R WALUCEILING X1 INDICATES SINGLE FACE, X2 INDICATES DOUBLE FACE, PROVIDE ARROWS AS INDICATED, RED FEEDER SCHEDULE MARK FROM TO FEEDER CONDUCTOR QUANTITY AND SIZE CONDUIT SIZE NUMBER OF SETS FEEDER AMPERAGE REMARKS 0001 UTILITY UTILITY TRANSFORMER PROVIDE PULL STRING 6" 2 N/A NOTE 1 U002 UTILITY TRANSFORMER UTILITY METERING CABINET (3) 400kCM, (1) 400kCM N., (1) 350kCM G 4 8 2500 NOTE 3 001 UTILITY METERING CABINET MSB01000 (3) 500kCM, (1) 500kCM N., (1) 350kCM G 3-1/2" 7 2500 NOTE 2 002 MSB01000 ATSA1000 (3) 300MCM, (1) #1/0 G. 2-1/2" 3 800 003 MSB01000 ATSB1000 (3) 300MCM, (1) #1/0 G. 2-1/2" 3 800 004 MSB01000 ATSB1000 (3) 300MCM, (1) #1/0 G. 2-1/2" 3 800 005 MSB01000 ATSB1000 (3) 300MCM, (1) #1/0 G. 2-1/2" 3 800 006 ATSA1000 MDSA1000 (3) 300MCM, (1) #1/0 G. 2-1/2" 3 800 007 ATSB1000 MDSB1000 . (3) 300MCM, (1) #1/0 G. 2-1/2" 3 800 008 ATSC1000 MDSC1000 (3) 300MCM, (1) #1/0 G. 2-1/2" 3 800 009 ATSD1000 MDSD1000 (3) 300MCM, (1) #1/0 G. 2-1/2" 3 800 010 MDSA1000 MBCA1000 (3) 250kCM, (1) #2 G. 2-1/2" 2 500 011 MDSA1000 UPSA1000 (3) #4/0, (1) #2 G. 2" 2 450 012 MDSA1000 MDPA1000 (3) #3/0, (1) #3 G. 2" 2 400 013 MDSB1000 MBCB1000 (3) 250kCM, (1) #2 G. 2-1/2" . 2 500 014 MDSB1000 UPSB1000 (3) #4/0, (1) #2 G. 2" 2 450 015 MDSB1000 MDPB1000 (3) #3/0, (1) #3 G. 2" 2 400 016 MDSC1000 MBCC1000 (3) 250kCM, (1) #2 G. 2-1/2" 2 500 017 MDSC1000 UPSC1000 (3) #4/0, (1) #2 G. 2" 2 450 018 MDSC1000 MDPC1000 (3) #3/0, (1) #3 G. 2" 2 400 019 MDSD1000 MBCD1000 (3) 250kCM, (1) #2 G. 2-1/2" 2 500 020 MDSD1000 UPSD1000 (3) #4/0, (1) #2 G. 2" 2 450 021 MDSD1000 MDPD1000 (3) #3/0, (1) #3 G. 2" 2 400 022 MBCA1000 UPSA1000 (3) #3/0, (1) #3 G. 2" 2 400 023 UPSA1000 MBCA1000 (3) #3/0, (1) #3 G. 2" 2 400 024 MBCA1000 PDUA1000 (3) 250kCM, (1) #2 G. 2-1/2" 2 500 025 MBCB1000 UPSB1000 (3) #3/0, (1) #3 G. 2" 2 400 026 UPSB1000 MBCB1000 (3) #3/0, (1) #3 G. 2" 2 400 027 MBCB1000 PDUB1000 (3) 250kCM, (1) #2 G. 2-1/2" 2 500 028 MBCC1000 UPSC1000 (3) #3/0, (1) #3 G. 2" 2 400 029 UPSC1000 MBCC1000 (3) #3/0, (1) #3 G. 2" 2 400 030 MBCC1000 PDUC1000 (3) 250kCM, (1) #2 G. 2-1/2" 2 500 031 MBCD1000 UPSD1000 (3) #3/0, (1) #3 G. 2" 2 400 032 UPSD1000 MBCD1000 (3) #3/0, (1) #3 G. 2" 2 400 033 MBCD1000 PDUD1000 (3) 250kCM, (1) #2 G. 2-1/2" 2 500 034 PDUA1000 RPP01000 (3) #4/0, (1) #4/0 N., (1) #2 G. 2-1/2" 2 450 035 PDUA1000 RPP04000 (3) #4/0, (1) #4/0 N., (1) #2 G. 2-1/2" 2 450 036 PDUA1000 BELOW RAISED FLOOR PULLSTRING 2-1/2" 2 NOTE 5 037 PDUB1000 RPP01000 (3) #4/0, (1) #4/0 N., (1) #2 G. 2-1/2" 2 450 NOTE 4 038 PDUB1000 RPP03000 (3) #4/0, (1) #4/0 N., (1) #2 G. 2-1/2" 2 450 NOTE 4 039 PDUB1000 BELOW RAISED FLOOR PULLSTRING 2-1/2" 2 NOTE 5 040 PDUC1000 RPP02000 (3) #4/0, (1) #4/0 N., (1) #2 G. 2-1/2" 2 450 NOTE 4 041 PDUC1000 RPP03000 (3) #4/0, (1) #4/0 N., (1) #2 G. 2-1/2" 2 450 NOTE 4 042 PDUC1000 BELOW RAISED FLOOR PULLSTRING 2-1/2" 2 NOTE 5 043 PDUD1000 RPP02000 (3) #4/0, (1) #4/0 N., (1) #2 G. 2-1/2" 2 450 NOTE 4 044 PDUD1000 RPP04000 (3) #4/0, (1) #4/0 N., (1) #2 G. 2-1/2" 2 450 NOTE 4 045 PDUD1000 BELOW RAISED FLOOR PULLSTRING 2-1/2" 2 NOTE 5 046 MDPA1000 CRA01000 (3) #1, (1) #8 G. 1-1/2" 1 125 NOTE 4 047 MDPA1000 ERP01000/CON01011/CON02012 (3) #6, (1) #6G. 1" 1 30 NOTE 4, 6 048 MDPB1000 CRA02000 (3) #1, (1) #8 G. 1-1/2" 1 125 NOTE 4 049 MDPB1000 ERP02000/CON03021/CON04022 (3) #6, (1) #6G. 1" 1 30 NOTE 4, 6 050 MDPC1000 TRNC1000 (3) #4, (1) #8 G. 1-1/4" 1 70 NOTE 4 051 TRNC1000 LCPC1000 . (3) #1/0, (1) #1/0 N., (1) #6 G. 2" 1 150 NOTE 4 052 MDPC1000 CRA07000 (3) #6, (1) #10 a 3/4" 1 50 NOTE 4 053 MDPC1000 CON13071 (3) #8, (1) #8 G. 3/4" 1 20 NOTE 4 054 MDPC1000 CRA03000 (3) #1, (1) #8.G. 1-1/2" 1 125 NOTE 4 055 MDPC1000 ERP03000/CON05031/CON08032 (3) #6, (1) #6G. 1" 1 30 NOTE 4, 6 056 MDPD1000 TRND1000 (3) #4, (1) #8 G. 1-1/4" 1 70 NOTE 4 057 TRND1000 LCPD1000 (3) #1/0, (1) #1/0 N., (1) #6 G. 2" 1 150 NOTE 4 058 MDPD1000 CRA06000 (3) #6, (1) #10 G. 3/4" 1 50 NOTE 4 059 MDPD1000 CON14081 (3) #8, (1) #8 G. 3/4" 1 20 NOTE 4 060 MDPA1000 CRA09000 (3) #10, (1) #10G. 3/4" 1 15 NOTE 4 061 MDPA1000 CON1.7010 (3)#10, (1) #10G. 3/4" 1 15 NOTE 4 062 MDPB1000 CRA10000 (3) #10, (1) #10G. 3/4" 1 15 NOTE 4 063 MDPB1000 CON18901 (3) #10, (1) #10G 3/4" 1 15 NOTE 4 NOTES: 1) COORDINATE ALL REQUIREMENTS WITH THE UTILITY COMPANY. PROVIDE CONCRETE ENCASEMENT. 2) PROVIDE CONCRETE ENCASEMENT. 3) PROVIDE AN ADDITIONAL SPARE (8) 4" CONDUITS 4) PROVIDE LFMC FLEXIBLE CONNECTION AT EQUIPMENT. 5) CAP BELOW RAISED FLOOR. 6) FEEDER INCREASED DUE TO EXPOSED ROUTING ON. ROOF. PROVIDE GRS CONDUIT WHERE EXPOSED ON ROOF. UPS -BATTERY FEEDER SCHEDULE MARK . FROM TO FEEDER CONDUCTOR QUANTITY AND SIZE CONDUIT SIZE NUMBER OF SETS FEEDER AMPERAGE REMARKS B001 BATA1001 UPSA1000 PROVIDED BY MANUFACTURER N/A N/A N/A CONTRACTOR INSTALLED B002 BATA1002 UPSA1000 PROVIDED BY MANUFACTURER N/A N/A N/A CONTRACTOR INSTALLED B003 BATB1001 UPSB1000 PROVIDED BY MANUFACTURER N/A N/A N/A CONTRACTOR INSTALLED B004 BATB1002 UPSB1000 PROVIDED BY MANUFACTURER N/A N/A N/A CONTRACTOR INSTALLED B005 BATC1001 UPSC1000 PROVIDED BY MANUFACTURER N/A N/A N/A CONTRACTOR INSTALLED B006 BATC1002 UPSC1000 PROVIDED BY MANUFACTURER N/A N/A N/A CONTRACTOR INSTALLED B007 BATD1001 UPSD1000 PROVIDED BY MANUFACTURER N/A N/A . N/A CONTRACTOR INSTALLED B008 BATD1002 UPSD1000 PROVIDED BY MANUFACTURER N/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 S001 GEN01000 GSB01000/GSB02000 (4) #400MCM, (1) #2/0 G. 4" 3 1000 NOTE 1 S002 GEN02000 GSB01000/GSB02000 (4) #400MCM, (1) #2/0 G. 4" 3 1000 NOTE 1 S003 FUTURE GEN03000 GSB01000/GSB02000 PULLSTRING 4" 3 NOTE 2 NOTES: 1) PROVIDE LFMC AT CONNECTION TO GENERATOR. 2) STUB UP CONDUITS TO 18" AFG AT FUTURE GENERATOR LOCATION AND CAP. ROUTE CONDUITS TO INTERIOR JUNCTION BOX FAULT CURRENT CALCULATIONS EQUIPMENT ONE LINE REFERENCE EQUIPMENT RATING (AIC) MAXIMUM FAULT 3-PHASE.(AMPS) PASS OR FAIL UTIL. MTR. CAB. E1.1 65,000 54,021 PASS MSB01000 E1.1 65,000 52,872 PASS ATSA1000 E1.1 65,000 40,107 PASS MDSA1000 E1.1 65,000 37,740 PASS MBCA1000 E1.1 42,000 34,122 PASS UPSA1000 E1.1 65,000 31,697 PASS MDPA1000 E1.1 42,000 31,661 PASS PDUA1000 E1.1 22,000 16,169 PASS ATSB1000 E1.1 65,000 41,405 PASS MDSB1000 . . E1.1 65,000 38,887 . .. PASS MBCB1000 E1.1 42,000 35,057 PASS UPSB1000 EI.1 65,000 32,502 PASS MDPB1000 E1.1 42,000 32,464 PASS PDUB1000 E1.1 22,000 16,228 PASS ATSC1000 E1.1 65,000 45,371 PASS MDSC1000 E1.1 65,000 42,365 PASS MBCC1000 E1.1 42,000 37,859 PASS UPSC1000 E1.1 65,000 34,897 PASS MDPC1000 E1.1 42,000 33,852 PASS PDUC1000 E1.1 22,000 16,442 PASS ATSD1000 E1.1 65,000 42,365 PASS MDSD1000 E1.1 65,000 39,733 PASS MBCD1000 E1.1 42,000 35,743 PASS UPSD1000 E1.1 65,000 33,091 PASS MDPD1000 E1.1 42,000 31,297 PASS PDUD1000 E1.1 22,000 16,276 PASS RPP01000 A EI.1 22,000 14,117 PASS RPP01000 B E1.1 22,000 13,647 PASS RPP02000 C E1.1 22,000 12,852 PASS RPP02000 D E1.1 22,000 12,281 PASS RPP03000 B E1.1 22,000 12,776 PASS RPP03000 C E1.1 22,000 12,478 PASS RPP04000 A E1.1 22,000 12,685 PASS RPP04000 D E1.1 22,000 11,571 PASS LCPC1000 E1.1 10,000 2,902 PASS LCPD1000 E1.1 10,000 2,894 PASS LOAD ANALYSIS - UTILITY PROJECT: EDGECONNEX TUKWILA, WA EDGECONNEX ELECTRICAL LOADS # DESCRIPTION F.L.A. VOLT. PH. kVA 1 15,570 SF LIGHTING (3.5WSF) X 125% 68.1 1 15,570 SF RECEPTACLE (1WSF) DEMAND PER TABLE 220.44 12.8 1 MISCELLANEOUS 25.0 1 WATER HEATER 1.5 2 NON DATA CENTER COOLING - - - 50.0 5 DATA CENTER CRAGS 93.7 480 3 389.5 1 DATA CENTER CRAGS (REDUNDANT, FANS ONLY) 11.0 480 3 9.1 1 UPS/ELEC ROOM CRACS 39.2 480 3 32.6 1 UPS/ELEC ROOM CRACS (REDUNDANT, FAN ONLY) 10.0 480 3 8.3 10 DATA CENTER ACCU'S 8.4 480 3 69.8 2 DATA CENTER ACCU'S (REDUNDANT) 0.0 480 3 0.0 1 UPS/ELEC ROOM ACCU'S 5.6 480 3 4.7 1 UPS/ELEC ROOM ACCU'S (REDUNDANT) 5.6 480 3 0.0 2 . BATTERY EF (1/4HP) 2.9 208 1 2.1 1 800kW CRITICAL LOAD (0.95 pf) 1,083.0 480 3 900.4 1 UPS BATTERY CHARGING (FULL LOAD AT 5%) 60.1 480 3 50.0. 1 UPS INEFFICIENCIES (8%) 86.6 480 3 72.0 EDGECONNEX SUBTOTAL (KVA) 1,696.0 SERVICE SIZE AT 480Y1277V, 3-PHASE, 4-WIRE (AMPS) , _ 2,500 AMPS LOAD AT 480Y/277V, 3-PHASE, 4-WIRE (AMPS) 2,040 AMPS SPARE CAPACITY AT 480Y/277V, 3-PHASE, 4-WIRE (AMPS) 460 AMPS . MAIN SWITCHBOARD 'MSB01000' DISTRIBUTION PANEL RATINGS: 277/480V, 30, 4W, 2500A DISTRIBUTION PANEL LOADS (1) # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 MDSA1000 680.8 480 3 1.00 680.8 566,000 1 MDSB1000 680.8 480 3 1.00 680.8 566,000 1 MDSC1000 634.3 480 3 1.00 634.3 527,344 1 MDSD1000 637.7 480 3 1.00 637.7 530,187 1 REMOVE REDUNDANT UPS SYSTEM (339.86) 480 3 1.00 (339.9) (282,563) 1 25% LGST MOTOR 7.00 480 3 1.00 7.0 5819.80 DISTRIBUTION PANEL LOAD TOTALS 2,300.7 1,912,788 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 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 r ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTEP J C OPlflE$ 02'1 t14 SHEETTITLE ELECTRICAL SCHEDULES SEPARATE PERMIT AND APPROVAL,, REQUIRED DRAWN: WAM REVIEWED: WAM PROJECT NO.: C1047.00 SHEET NO. E4.1 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. MAIN DISTRIBUTION PANEL 'MDSA1000' DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 800A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 UPSA1000 (100% LOADED) 324.9 480 3 1.25 406.1 337,615 1 15.0 480 3 1.00 15.0 12,471 UPSA1000 (BATTERY CHARGING) 1 MDPA1000 259.7 480 3 1.00 259.7 215,915 • DISTRIBUTION PANEL LOAD TOTALS 680.8 566,000 MECHANICAL DISTRIBUTION PANEL 'MDPA1000' DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 400A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 CRA01000 102.7 480 3 1.00 102.7 85,385 1 ERP01000 (NOTE 1) 7.0 480 3 0.00 0.0 0 1 CON01011 11.2 480 3 1.00 11.2 9,312 1 CON02012 11.2 480 3 1.00 11.2 9,312 1 CRA09000 1.4 480 3 1.00 1.4 1,164 1 CON17010 8.1 480 3 1.00 8.1 6,734 1 FUTURE CRA05000 102.7 480 3 1.00 102.7 85,385 1 FUTURE ERP05000 (NOTE 1) 7.0 480 3 0.00 0.0 0 1 FUTURE CON09051 11.2 480 3 1.00 11.2 9,312 1 FUTURE CON10052 11.2 480 3 1.00 11.2 9,312 DISTRIBUTION PANEL LOAD TOTALS 259.7 215,915 NOTES: 1) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT. PDU DISTRIBUTION PANEL 'PDUA1000' DISTRIBUTION PANEL RATINGS: 208/120V, 30, 4W, 800A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 RPP01A01/RPPO1A02 0.4 480 3 1.00 0.4 346 1 RPPO4A01/RPPO4A02 8.3 480 3 1.00 8.3 6,928 • DISTRIBUTION PANEL LOAD TOTALS 8.8 7,275 MAIN DISTRIBUTION PANEL 'MDSB1000' DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 800A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 UPSB1000 (100% LOADED) 324.9 480 3 1.25 406.1 337,615 1 15.0 480 3 1.00 15.0 12,471 UPSB1000 (BATTERY CHARGING) 1 MDPB1000 259.7 480 3 1.00 259.7 215,915 • • DISTRIBUTION PANEL LOAD TOTALS 680.8 566,000 MECHANICAL DISTRIBUTION PANEL 'MDPB1000' DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 400A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 CRA02000 102.7 480 3 1.00 102.7 85,385 1 ERP02000 (NOTE 1) 7.0 480 3 0.00 0.0 0 1 CON03021 11.2 480 3 1.00 11.2 9,312 1 CON04022 11.2 480 3 1.00 11.2 9,312 1 CRA10000 1.4 480 3 1.00 1.4 1,164 1 CON18091 8.1 480 3 1.00 8.1 6,734 1 FUTURE CRA06000 102.7 480 3 1.00 102.7 85,385 1 FUTURE ERP06000 (NOTE 1) 7.0 480 3 0.00 0.0 0 1 FUTURE CON11061 11.2 480 3 1.00 11.2 9,312 1 FUTURE CON12062 11.2 480 3 1.00 11.2 9,312 DISTRIBUTION PANEL LOAD TOTALS 259.7 215,915 NOTES: 1) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNff. PDU DISTRIBUTION PANEL 'PDUB1000' DISTRIBUTION PANEL RATINGS: 208/120V, 30, 4W, 800A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 RPPO1B03/RPPO1B04 0.4 480 3 1.00 0.4 346 1 RPPO3B01/RPPO3B02 0.0 480 3 1.00 0.0 0 DISTRIBUTION PANEL LOAD TOTALS 0.4 346 MAIN DISTRIBUTION PANEL 'MDSC1000' DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 800A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 UPSC1000 (100% LOADED) 324.9 480 3 1.25 406.1 337,615 1 UPSC1000 (BATTERY CHARGING) 15.0 480 3 1.00 15.0 12,471 1 MDPC1000 213.2 480 3 1.00 213.2 177,258 • DISTRIBUTION PANEL LOAD TOTALS 634.3 .527,344 MECHANICAL DISTRIBUTION PANEL 'MDPC1000' DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 400A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 PANEL 'LCPC1000' (120/208V) 100.0 480 3 1.00 43.3 36,003 1 CRA07000 39.2 480 3 1.00 39.2 32,591 1 CON13071 5.6 480 3 1.00 5.6 4,656 1 CRA03000 102.7 480 3 1.00 102.7 85,385 1 ERP03000 (NOTE 1) 7.0 480 3 0.00 0.0 0 1 CON05031 11.2 480 3 1.00 11.2 9,312 1 CON06032 11.2 480 3 1.00 11.2 9,312 DISTRIBUTION PANEL LOAD TOTALS 213.2 177,258 NOTES: 1) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN CRAC UNIT. PDU DISTRIBUTION PANEL 'PDUC1000' DISTRIBUTION PANEL RATINGS: 208/120V, 30, 4W, 800A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 RPPO2C01/RPPO2CO2 0.0 480 3 1.00 0.0 0 1 RPPO3CO3/RPPO3C04 0.0 480 3 1.00 0.0 0 • DISTRIBUTION PANEL LOAD TOTALS 0.0 0 MAIN DISTRIBUTION PANEL 'MDSD1000' DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 800A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 UPSD1000 (100% LOADED) 324.9 480 3 1.25 406.1 337,615 1 15.0 480 3 1.00 15.0 12,471 UPSD1000 (BATTERY CHARGING) 1 MDPD1000 216.6 480 3 1.00 216.6 180,101 • DISTRIBUTION PANEL LOAD TOTALS 637.7 530,187 MECHANICAL DISTRIBUTION PANEL 'MDPD1000' DISTRIBUTION PANEL RATINGS: 480V, 30, 3W, 400A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 PANEL'LCPD1000' (120/208V) 107.9 480 3 1.00 46.7 38,846 1 CRA08000 39.2 480 3 1.00 39.2 32,591 1 CON14081 5.6 480 3 1.00 5.6 4,656 1 FUTURE CRA04000 102.7 480 3 1.00 102.7 85,385 1 FUTURE ERP04000 (NOTE 1) 7.0 480 3 0.00 0.0 0 1 FUTURE CON07041 11.2 480 3 1.00 11.2 9,312 1 FUTURE CON08042 11.2 480 3 1.00 11.2 9,312 DISTRIBUTION PANEL LOAD TOTALS 216.6 180,101 NOTES: 1) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT. PDU DISTRIBUTION PANEL 'PDUD1000' DISTRIBUTION PANEL RATINGS: 208/120V, 30, 4W, 800A DISTRIBUTION PANEL LOADS # DESCRIPTION F.L.A. VOLT. PH. DIV. FACTOR LOAD TOTAL F.L.A. VOLT-AMPERES 1 RPPO2D03/RPPO2D04 0.0 480 3 1.00 0.0 0 1 RPPO4CO3/RPPO4C04 8.3 480 3 1.00 8.3 6,928 • DISTRIBUTION PANEL LOAD TOTALS 8.3 6,928 9 ria 19 si Ea Load (VA) 1,260 1,260. 1,400. 1,200 500. 500: 900 720. 540 29 Es 2,500 2,500 792 39 Description of Load RCPT - GREEN ROOM RCPT - GREEN ROOM RCPT-.COFFEE MAKER RCPT- MICROWAVE PRE-ACTION:PACKAGE-1 PRE -ACTION PACKAGE-1 SPARE. RCPT - ELEC RM/MECH RCPT-DC RCPT - EQUIP YARD/ROOF SPARE SPARE SPARE. SPARE GEN01000 JKT WTR HTR R 20/ Phase A (VA) 20/ 2,142 20. 20/ 20/ 2,167 M 20/ 20/ 20/ 0 20/1 20/ 20/ 20/ 20/ 40/2 1,290 4,562 GEN01000 BATT CHG SPARE SPARE. Load Type (R) Receptacles. (C) Cooling 40/2 4,660 20/ 20/ 40/2 2,160 (H) Heating (F) Fans (M) Miscellaneous Subtotals: Connected Load 4 580 12,960 23246 0 1,792 16,981 Diversified Load 4,680 0 23,246 0 1,792 Phase B (VA) 2,050 1,033 900 750 2,160 7,062 2,160 16,115 Phase C (VA) 2,042 20 20/1 20/ 20/ 500 720 20/ 20/ 20/ 20/1 20/ 20/2 WH 4,562 2,160 5,354 WH 60/2 30/3 C Description of Load LIGHTING LIGHTING DATA CENTER LTG DATA CENTER LTG ELEC 'RM.:LIGHTING . SPARE SPARE SPARE SPARE WATER HEATER WH-1 FCU02000 60/2 CON 15120 30/3 2,160. 17,497 Load Type (L) Lighting' (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel FCU03000 CON20130 Connected Load 3,814 1,500 0 0 Diversified Load 4,768 0 1,500 0 0 Total Connected Load: Total Diversified Load: 50,592 VA = 141,AMPS 35,986 VA = 100 AMPS Load (VA) . .882 790 642 967 533 4 8 750 750. 4,562. 4,562 2,160 2,160. 2,160 4,562 20 ID 26 28 30 4,562 2,160. 2,160 2,160 34 36 38 40 42 Volts:= 208Y/120 kAIC 1.0 - Cu.Bus: 225 MCB:: -150 MLO: • Es Ea 1. 29 Ea Ea Load (VA} 1,000 1,000 1;000 500 500 250: 360. 500 500 720 540 540. 180. 720 180 2,500 2,500. 792 Description of Load. ISS-0.1 RACK TRANSFER SEC01000 FAC01000. EPO01000 PHONE BOARD PRE -ACTION PACKAGE-1 PRE -ACTION. PACKAGE-1 RCPT- MECH Panel." LCPDI000 3-Phase, 4-Wire Type Ckt Brk 20/3 .Phase A (VA) 2,110 20/ 20 1,467 20/ 20/ 20/1 860 M 20/ RCPT - EQU IP YARD/ROOF RCPT - ELEC. RM REHEAT/HUMID LOCKOUT RCPT - DC RCPT - DC -CORD REEL R 20/ 20. 720 20 20/1 20/ GENO2000 JKT WTR HTR GEN02000 BATT CHG 39 SPARE SPARE 20/ 40/2 20/1 20/ Load. Type (R) Receptacles (C) Cooling (H) Heating (F) Fans (M) Miscellaneous 40/2 Subtotals: Connected Load 3,060 12,960 23,246 0 5,472 4,742 4,660.` 2,160 16,719 Diversified Load 3,060 0 23,246 0 5,472 Phase B (VA) 2,101 1,891 500 540. 2,880 7,062. 2,160 17,134 Phase C (VA) 1,642 Type 20/ 20/ 20/1 20/ 678. 20/ 20/ 20/ 500. 20/ 20/ 20/ 5,102 20/ 60/2 2,340 30/3 Door in Door Construction: NEMA Rating: Feed Thou: - Surf. iMtd: X - :Flush'Mtd: New/Exist.: NEW Description of Load LIGHTING LIGHTING DATA CENTER LTG DATA CENTER LTG WAREHOUSE LIGHTING ELEC RM LIGHTING EXFO1000: SPARE SPARE Load (VA) 1,110 1;,101. 642 967 1,391: 428 500 4 6 SPARE SPARE FCU01000 CON1611O 5,354 60/2 30/3 2,160 17,775 Load Type (L) Lighting (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Connected Load 5,639 0 0 0 0 FCU04000 CON 191.40 Diversified Load. 7,049 0 0 0 Total Connected Load: 51,627 VA 143 AMPS Total. Diversified Load:. 38;827 VA = 108 AMPS 20 4,562 4; 562 2,160 2,160 2;160 24 26 28 30 4,562 4; 562 2;160 2,160 2,160 34 36 38 40 42 SEPARATE PERMIT AND APPROVAL REQUIRED Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 x CD U Lu CD 0 0 LLI 0 Cfj co CO No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA PERMIT CENTFR SEAL SHEET TITLE ELECTRICAL SCHEDULES SHEET NO. DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 PROPRIETARY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN t CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. Panel: RPPO1A01 {PANEL 1) Volts: 208Y/120 kAIC: 22 Cu Bus: 225 MCB: 225 MLO: Ckt Load # (VA) 1 150 Description of Load (Rack ID) CRA CONT PWR SOUTH Plug Type 3-Phase, 4-Wire Whip Type Ckt Phase A Phase B Phase Length Brkr (BLACK) (RED) (BLUE) 20/1 '. 15 M 2 SPACE 3 SPACE 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE 11 SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE 18 SPACE 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE Subtota Is: 150 0 0 Load Type Connected Load Diversified Load (R) Receptacles 0 (C) Cooling 0 0 (H) Heating 0 0 (F) Fans O 0 (M) Miscellaneous 150 150 (L) Lighting O 0 (EL) Exterior Lighting O 0 (WH) Water Heater O 0 (MT) Largest Motor O 0 (SP) Subpanel O 0 Total Connected Load: 150 VA 0 AMPS Total Diversified Load: 150 VA = 0 AMPS Panel: RPPO1 B03 (PANEL 3) Volts: kAlC: Cu Bus: MCB: MLO: 208Y/120 22 225 225 3 Phase, 4-Wire Ckt Load # (VA) 1 150 Description of Load (Rack ID) CRA CONT PWR NORTH Plug Type Whip Type Ckt Phase A Phase B Phase C Length Brkr (BLACK) .k (RED) (BLUE) M 20/1 2 SPACE 3 SPACE 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE 11 SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE 18 SPACE 19 SPACE 20 SPACE 2.1 SPACE 22 SPACE 2 SPACE 24 SPACE fr, 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29. SPACE 30. SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE Subtotals: 150 0 0 Load Type (R) Receptacles. (C) Cooling (H) Heating (F) Fans (M) Miscellaneous (L) Lighting (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Connected Diversified Load Load O 0 0 0 O 0 0 0 150 150 O 0 O 0 O 0 O 0 O 0 Total Connected Load: 150 VA = Total Diversified Load: 150 VA = 0 AMPS 0 AMPS Pane: RPPO1-A02 (PANEL 2) Volts: - 208Y/120 kAIC: 22 _ Cu Bus: -225 MCB: 225 MLO: 3-Phase, 4-Wire Ckt Load # (VA) Description of Load. (Rack ID) Plug. Type Whip Type Ckt Phase A Phase B Phase C Length Brkr (BLACK) (RED) (BLUE) SPACE 2 SPACE 3 SPACE 4 5 SPACE SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE 11 SPACE 12. SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE 18 SPACE • 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE n �5 41 SPACE 42 SPACE Subtotals: 0 0 Load Type Connected Load Diversified Load (R) Receptacles 0 0 (C) Cooling 0 0 (H) Heating 0 0 (F) Fans 0 0 (M) Miscellaneous 0 0 (L) Lighting 0 0 (EL) Exterior Lighting O 0 (WH) Water Heater 0 (MT) Largest Motor 0 (SP) Subpanel 0 Total Connected Load: OVA = OAMPS Total Diversified Load: 0 VA = 0 AMPS Panel: RPPO'I B04 (PANEL 4) Volts: kAIC: Cu Bus: MCB: MLO: 208Y/120 22 225 225 3-Phase. 4-Wire Ckt Load # (VA) Description of Load (Rack ID) SPACE Plug Type Whip Type Ckt Phase A Phase B Phase C Length Brkr (BLACK) (RED) (BLUE) 2 SPACE 3 SPACE 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE 11 SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17- SPACE 18 SPACE 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 25. 26 SPACE SPACE SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36. SPACE 37 SPACE 30 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE Subtotals: 0 0 Load Type Connected Diyeisifed Load Load (R) Receptacles (C) Cooling 0 (H) Heating 0 (M) Miscellaneous (L) Lighting (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Total Connected Load: 0 VA Total. Diversified Load: 0 VA 0 AMPS 0 AMPS Load (VA) ILI 4 6 8 9 10 14 Descliption of Load (Rack ID) SPACE SPACE 18 19 20 El El 24 26 Eal 28 29 30 El 113 34 Et 36 38 SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE Plug Type Whip Length Type Phase A (BLACK) Phase B (RED) Phase C (BLUE) SPACE SPACE SPACE SPACE SPACE 39 40 42 SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE Load Type (R) Receptacles (C) Cooling (H) Heating (M) Miscellaneous (L) Lighting (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Subtotals: Connected Load Total Connected Load: Diversified Load 0 0 0 0 0 VA 0 AMPS Total Diversified Load: 0 VA 0 AMPS Panel: RPPO2D03 (PANEL 3) Volts: kAIC: Cu Bus: MCB: MLO: 22 225 225 3-Phase, 4-Wire Ckt Load # (VA) Description of Load (Rack ID) Plug Type Whip Type Ckt Phase A Phase B Phase C Length Brkr (BLACK) (RED) (BLUE) SPACE 2 SPACE 3 SPACE 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACg 16 SPACE 17 SPACE 18 SPACE 19 SPACE 20 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE .26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 30 SPACE 40 SPACE 41 SPACE 42 SPACE 0 Load Type (R) Receptacles (C) Cooling (H) Heating (M) Miscellaneous (L) Lighting (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Connected Load Total Connected Load: Total Dicersiffed Load: Diversified Load 0 0 0 0 0 0 0 VA 0 AMPS 0 VA 0 AMPS Ckt Load # (VA) 1 2 3 SPACE SPACE SPACE (Rack ID) Plug Type Whip- Type 'Ckt Phase A Phase Phase C. Length. Brkr (BLACK) (RED) (BLUE)- 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE 18 SPACE 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE Subtota Is: 0 0 0 Load Type (R) Receptacles (C) Cooling (H) Heating (M) Miscellaneous (L) Lighting (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Connected Load Total Connected Load: Total Dhersified Load: Diversified Load 0 0 0 0 0 0 VA 0 VA 0 AMPS 0 AMPS Panel: RPPO2D04 (PANEL 4) Volts: Cu Bus: MCB: 22 225 225 Ckt Load # (VA) Description of Load (Rack ID) Plug Type 3-Phase, 4-Wire Whip Type Ckt Phase A Phase B Phase C Length Brkr (BLACK) (RED) (BLUE) SPACE 2 SPACE 3 SPACE 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE 11 SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE le SPACE 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 38 SPACE SPACE 39 40 SPACE SPACE 41 SPACE 42 SPACE Su btota Is: 0 0 0 Load Type Connected Load Diversified Load (R) Receptacles p) Cooling (H) Heating (F) Fans 0 (IVI) Miscellaneous (L) Lighting (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Total Connected Load: 0 VA Total Divertiffed Load: 0 VA 0 AMPS 0 AMPS 10400 Rodgers Road Ph: 281-374-8644 Fax: 281-374-8992 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2314 PERMIT CENTER SEAL SHEErITTLE ELECTRICAL SCHEDULES SHEET NO. SEPARATE PERMIT AND APPROVAL REQUIRED DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 E 3 PROPRIETARY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. Panel: RPP03B01 (PANEL 1) Volts: kAIC: Cu Bus: MCB: MLO: Ckt Load # (VA) 208Y/ 120 22 225 225 Description of Load (Rack ID) Plug Type 3-Phase, 4-Wire Whip Type Ckt Phase A Phase B Phase C Length Brkr (BLACK) (RED) (BLUE) SPACE 2 SPACE 3 SPACE 4 SPACE 5 SPACE. 6' SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE 11 SPACE 12 SPACE 13 SPACE 14 SPACE 15 16 SPACE SPACE 17 SPACE 18 SPACE 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE =>w 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE Subtota is: 0 0 0 Load Type Connected Load Diversified Load (R) Receptacles• O 0 (C) Cooling O 0 (H) Heating 0 0 (F) Fans O 0 (M).Miscelianeous O 0 (L) Lighting 0 0 (EL) Exterior Lighting 0 0 (WH) Water Heater 0 0 (MT) Largest Motor 8 0 (SP) Subpanel 0 0 Total Connected Load: Total Diversified Load: 0 VA = 0 AMPS O VA 0 AMPS Load (VA) 4 El 6 8 10 Eu 14 16 18 19 20 El D 26 ER INN 28 29 30 El 34 36 Eat 38 39 40 42 Description of Load (Rack ID) SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE. SPACE: SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE Load Type (R) Receptacles (C) Cooling (H) Heating. (F) Fans (M) Miscellaneous (L) Lighting EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Plug Type Whip Length Type Ckt Brkr Subtotals: Connected Load O 0 0 0 O 0 O O 0 Total Connected Load: Phase A (BLACK) 0 Diversified Load 0 0 0 0 0 0 0 0 0 0 VA Phase B (RED) 0 Phase C (BLUE) 0 = 0 AMPS Panel: RPPO3B02 (PANEL 2) Volts: kAIC: Cu Bus: MCB: MLO: Ckt Load # (VA) 208Y1120 22 225 225 Description of Load (Rack ID) Plug Type -Phase, 4-Wire Whip Type Ckt Phase A Phase B Phase C Length Brkr (BLACK) (RED) (BLUE) SPACE 2 SPACE 3 SPACE 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE 11 SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE 18 SPACE 19 SPACE .�r 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE Su btota Is: 0 0 Load Type Connected Load Diversified Load (R) Receptacles 0 0 (C) Cooling 0 0 (H) Heating 0 :o (F) Fans 0 0 (M) Miscellaneous. 0 0 (L) Lighting 0 0 (EL) Exterior Lighting 0 0 (WH) Water Heater 0 0 (MT) Largest Motor 0 0 (SP) Subpanel 0 0 Total Connected Load: 0 VA Total Diversified Load: 0 VA 0 AMPS 0 AMPS 1131 Load (VA) 4 6 8 9 Description of Load (Rack ID) SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 10 14 Era 18 20 Ea 24 Ea 26 Ed 29 30 34 36 38 39 40 42 SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE Load Type (R) Receptacles (C) Cooling (H) Heating. (F) Fans (M) Miscellaneous (L) Lighting (EL) Exterior Lighting PH) Water Heater (MT) Largest Motor (SP) Su bpanel Plug Type Whip Length Type Phase A (BLACK) Phase B (RED) Phase C (BLUE) Connected Load 0 Total Connected Load: 0 Load 0 0 0 0 VA 0 AMPS Panel: RPPO4A01 PANEL 1) Volts: kAIC: Cu Bus: MCB: MLO: 22.5 225 Ckt Load # (VA) Description of Load (Rack ID) Plug Type Whip Type Ckt Phase A Phase B Phase C Length Brkr (BLACK) (RED) (BLUE) 1,000 L21-20R 33 20/3 2 1, 000 (IN ISS ROOM) 3 1,000 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE SPACE 10 SPACE 11 SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE 18 SPACE 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE SPACE 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE 1,000 1,000 1,000 Load Type Connected Load Diversified Load (R) Receptacles (C) Cooling (H) Heating (F) Fans (M) Miscellaneous 3,000 3,000 (L) Lighting (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Total Connected Load: 3,000 VA 8 AMPS Total Diversified Load: 3,000 VA 8 AMPS Panel: RPPO4D03 (PANEL 3) Cu Bus: MCB: MLO: Ckt Load # (VA) 208Y/120 22 225 225 Description of Load (Rack ID) Plug Type hase. 4-Wire Whip Type Ckt Phase A Phase B Phase C Length Brkr (BLACK) (RED) (BLUE) 1,000 L21-20R 33 20/3 2 1, GOO (IN ISS ROOM) 3 1, 000 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 14 SPACE SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE 18 SPACE 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE 26 SPACE 27 SPACE SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE Subtota is: 1,000 1,000 1,000 Load Type Connected Load Diversified Load (R) Receptacles (C) Cooling (H) Heating (F) Fans (M) Miscellaneous 3,000 3,000 (L) Lighting (EL) Exterior Lighting PH) Water Heater (MT) Largest Motor (SP) Subpanel Total Connected Load: 3,000 VA 8 AMPS Panel: RPPO4A02 (PANEL 2) kAIC: Cu Bus: MCB: MLO: 22 225 225 3-Phase, 4-Wire Ckt Load Description of Load (Rack ID) Plug Type Whip Type Ckt Phase A Phase B Length Brkr (BLACK) (RED) Phase C (BLUE) SPACE 2 SPACE 3 SPACE 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE 11 SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE 18 SPACE 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE Subtota Is: 0 0 0 Load Type Connected Load Diversified Load (R) Receptacles (C) Cooling (H) Heating (F) Fans (M) Miscellaneous (L) Lighting (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Panel: RPPO4D04 (PANEL 4) Volts: kAIC: Cu Bus: MCB: MLO: Ckt Load # (VA) 22 225 225 Description of Load (Rack ID) Plug Type Total Connected Load: Total Diversified Load: 0 VA 0 AMPS 0 VA 0 AMPS 3-Phase, 4-Wire Whip Type Ckt Phase A Phase Length Brkr (BLACK) (RED) Phase C (BWE) SPACE 2 SPACE 3 SPACE 4 SPACE 5 SPACE 6 SPACE 7 SPACE 8 SPACE 9 SPACE 10 SPACE 11 SPACE 12 SPACE 13 SPACE 14 SPACE 15 SPACE 16 SPACE 17 SPACE 18 SPACE 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE Subtota Is: 0 0 0 Load Type Connected Load Diversified Load (R) Receptacles (C) Cooling (H) Heating (F) Fans 0 (M) Miscellaneous (L) Lighting (EL) Exterior Lighting (WH) Water Heater (MT) Largest Motor (SP) Subpanel Total Connected Load: 0 VA 0 AMPS 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax: 281-374-8992 Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 lox CD C.3 C3) as) D: EDCSEA01 co 216 ISSUES & REVISIONS No. Date Description 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKwiLA FEB 2 0 2014 SEAL on1-11+ FicRRE SHEET TTTLE ELECTRICAL SCHEDULES Total Diversified Load: 0 VA 0 AMPS Total Diversified Load: 0 VA 0 AMPS Total Diversified Load: 3,000 VA 8 AMPS Total DiVersified Load: 0 VA 0 AMPS SEPARATE PERMIT AND APPROVAL REQUIRED DRAWN: WAM REVIEWED: RWB PROJECT NO.: C1047.00 SHEET NO. E4.4 PROPRIETARY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. EXISTING 2 X 4 SUB-PURLINS AT 2'-0" O.C. EXISTING PURUN PER PLAN EXISTING BEAM PER PLAN L4 X 4 X 1/4 BUCKET SECURED TO EXISTING BEAM WITH (12)1/4" DIA. X 3" SIMPSON'SDS' SCREWS CONDENSING UNIT BY OTHERS . SECURE EACH LEG OF UNIT TO SLEEPER WITH 1/2" DIA. X 4" LAG BOLT NEW SUPPORT FRAMING PER PLAN SECURE NEW CHANNEL TO SIDE OF EXISTING '! PURUN WITH 1/4" DIA. X 3" SIMPSON'SDS' SCREWS AT 12" O.C., ON 6" STAGGER. SECTION CONDENSER SUPPORT DETAIL SUPPORT LEG OF NEW CONDENSER EXISTING 2 X 4 AT 2'-0" O.C. S10-01.dwg 1" = 1'-0" WATERPROOF UNIT .' ANCHORAGE THROUGH CAP FLASHING BY OTHERS NEW SHEET METAL CAP FLASHING BY OTHERS NEW CANT AND ROOFING. PATCH AS REQ'D. BY OTHERS NEVI/ 6X6XREQ'D., P.T. SLEEPER NEW OR EXISTING FRAMING. VERIFY UNIT ALIGNMENT TO ALLOW PLACEMENT BETWEEN EXISTING 2 X 4 SUB-PURLINS AS NECESSARY AT 4 X 4 SUPPORT HEADER LOCATIONS S10-02.dwg SECURE UNIT TO SLEEPERS WITH.• (4)1 1/2"X1 1/2" 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 SECURE SLEEPER WITH (4) SIMPSON 'A34' FRAMING PLATES • SECURED WITH SIMPSON #9X11/2"SCREWS —� • EXISTING 2 X 4--1 • SUB-PURLIN AT 2'-0" O.C. . EXISTING PURLIN PER PLAN 6 X 6 X 2'-6" MIN. LONG P.T. SLEEPER EACH END OF UNIT . SEE DETAIL �1• NEW 4 X 4 LSL BELOW • • WITH SIMPSON 'LUS4X4'. FACE MOUNT HANGERS PER PLAN CONDENSER SUPPORT DETAIL: • ' �� Y 220' 6" y . �.I „ �- . �� C 24'-6" 24'-6" 24'-6" 24'-0" , 24'-6" / 241-6" / 24'-6" , / / 6" CONCRETE f c = 2,500 PSI MIN. SLAB WITH #5 AT 24" O.C. EACH WAY OVER 6" COMPACTED CRUSHED ROCK Q • • • O .• . •x /... • .x SEE ARCH. FOR . e / FENCE SCREENING • • • X •:x o.c EXISTING SKYLIGHT TO BE REMOVED - SEE NOTE #2 FOR 1NFLL CONTROL JOINT 1 1/2" SAWCUT.—' TERMINATE REBAR 3" FROM EACH SIDE OF JOINT. RUN TURN DOWN FOOTING REBAR THROUGH JOINT. EXISTING SKYLIGHT TO BE REMOVED - SEE NOTE #2 FOR INF LL (6) NEW CONDENSER UNITS -< WT. = 891 LBS. EACH GLU-LAM BEAM HINGE AS OCCURS (E; EXISTING TUBE STEEL COLUMN AS OCCURS (6) FUTURE CONDENSER UNITS WT. = 891 LBS. EACH EXISTING SKYLIGHT TO BE REMOVED -. SEE NOTE #2 FOR INF LL — C10 X 15.5 SECURED TO SIDE OF EXISTING 4 X 14 PURLIN - TYPICAL EXISTING SKYLIGHT TO BE REMOVED - SEE NOTE #2 FOR INF LL EXISTING 4 X 6 O.F. ROUGH SAWN PURLIN AT 8'-0" O.C. GENERATOR ASSEMBLY BY OTHERS SECURE GENERATOR. ASSEMBLY WITH (10) 5/8" DIA. X 31/2" EMBED SIMPSON 'STRONGBOLT WEDGE ANCHORS BOLT PATTERN EXISTING ON TANK FRAME. GENERATOR ANCHORAGE DETAIL PROPOSED FRAMING/EQUIPMENT LAYOUT PLAN NOTES: 1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. 2.) REMOVE EXISTING SKYLIGHTS S NECESSARY. INFILL HOLES WITH 2 X 6 SUB-PURUNS 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. 1/8" =1'-0". \ q 0 N KEY PLAN OOKEYPLAN.dwg 1"=50'-0" 20140081 ' 1—S10—HVAC-Support.dwg 13 Feb 2014 —4:57 pm kurtn Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240. Phone: 214/273-1559 CONSULTING ENGINEERS 3933 SW Kelly Avenue Portland • Oregon 97239-4393 P F 503.222.4453 vlmk@vlmk.com 8 503.248.9263 www.vlmk.com r "CS CD ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF -` UKWILA FEB 2 0 2C 4 PE€?M T CE JTEt3 ( SHEET TITLE . HVAC SUPPORT FRAMING PLAN & DTLS. DRAWN: KAN . : REVIEWED: JCS PROJECT NO.: 20140082 SHEET NO. s-1.Q- PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE `WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. r(E)2"CW CONNECT TO EXISTING DOMESTIC . COLD WATER MAIN. REFER TO PLAN 1/P2.2 FOR COORDINATION. 1 /2"CW TP-1 PLUMBING FIXTURE SCHEDULE ID ITEM MANUFACTURER/ MODEL NO. FIXTURE SERVICE REMARKS SK-1 SINK W/FITTINGS ELKAY GOURMET BLR15 7-1/8" DEPTH. AMERICAN STANDARD 2064.101 SERIN SINGLE CONTROL 1/2" CW • 1/2" HW 2" WASTE 1-1/2" VENT 15" X 15" SINGLE HOLE STAINLESS STEEL MONOBLOC POLISHED CHROME FAUCET LAV-1 WALL HUNG LAVATORY W/FITTINGS KOHLER BRENHAM K-199-1 W/ SHROUD AMERICAN STANDARD 2064.101 SERIN SINGLE CONTROL 1/2" CW 1/2" HW 2" WASTE 1-1/2" VENT 21-15/16" X 19-3/4" ADA WHITE MONOBLOC POLISHED CHROME FAUCET WC-1 FLUSH TANK WATER CLOSET W/SEAT & FITTINGS AMERICAN STANDARD 2467.100 CADET FloWise ELONGATED BOWL OLSONITE 10CC OPEN FRONT TOILET SEAT 1/2" CW 4" WASTE 2" VENT JB-1 JANITOR BASIN FIAT MSB 24"x24"x10" 832-AA HOSE 889-CC MOP HANGER 830-AA FAUCET W/ VACUUM BREAKER 1/2" CW 1/2" HW 3" WASTE 1-1/2" VENT MOLDED STONE MOP SERVICE BASIN, QDC-35N QUICK DRAIN CONNECTOR, 3" GRID DRAIN, THREAD SPOUT AND WALL BRACE, AND STAINLESS STEEL WALL GUARDS. WH-1 ELECTRIC WATER HEATER LOCHINVAR RJCO20E 1500 W ELEMENT 3/4" CW 3/4" HW 19 GALLON 208V/1. FD-1 FLOOR DRAIN WITH INTEGRAL BACKWATER VALVE. J.R. SMITH FIGURE 2530 OR EQUAL. 2" WASTE BRONZE GRATE INTEGRAL CLEANOUT FD-2 FLOOR DRAIN WITH BACKWATER VALVE WADE 2390 3" WASTE 1-1/2" VENT 16"x16" SQUARE FLOOR DRAIN WITH 12" SUMP. CUT Y4 OF GRATE. BACKWATER VALVE. SA-1 SHOCK ABSORBER WATER HAMMER ARRESTOR - SEAMLESS COPPER WITH ❑-RING PIST❑N, APPROVED FOR CONCEALED WALL C❑NSTRUCTI❑N,PDI CERTIFIED : SI❑UX CHIEF HYDRA -RESTER, REFER TO RISER DIAGRAM INSTALL UNIT AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS. FCO-1. FLOOR CLEANOUT CAST IR❑N BODY, FLANGED FERRULE WITH GAS . TIGHT PLUG, NICKEL BRONZE SC❑RIATED TOP : WADE SERIES 7000NH. REFER TO RISER DIAGRAM PER CODE BFP-1 FD-2 PLU BING DRAWING INDEX NUMBER DRAWING TITLE P0.1 PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS, & DETAILS P2.1 PLUMBING WASTE AND VENT PLAN P2.2 PLUMBING DOMESTIC WATER PLAN 3/4" HUM MAKE-UP TO CONNECT TO CRAC HUM CONNECTIONS. COORD. WITH MECH DWGS. 3/4"CW 3/4"HW GALVANIZED DRAIN PAN ROUTE TO NEAREST DRAIN V1/2"CW 3/4"CW 3/4"HW TP-1 FD-1 ROUTE TO NEAREST DRAIN ] TP-1 KJ SA-1 1"CW 3/4"HW SA-1 PLUMBING GENERAL NOTES 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 INSTALLATION, 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 TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 5. 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. 6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS WORK. 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 TERMINATE MINIMUM 25 FEET FROM HVAC INTAKES, OPERABLE WINDOWS OR DOORS. 9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR. 10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 11. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 12. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING SYSTEMS. PLUMBING SPECIFICATIONS I. GENERAL A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLEANING, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE LATEST EDITION OF THE UNIFORM 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 SHALL BE NEW. DAMAGED AND/OR USED MATERIALS WILL 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 REPRESENTATIVE, AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION. E REFER TO PROJECT CONTRACT DOCUMENTATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. F. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL 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 SUPPORT 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, BEAMS, ETC.) TO PREVENT . THE TRANSMISSION OF SOUND. C. PROVIDE INSULATION SHIELDS AT HANGER POINTS FOR INSULATED PIPING. PROVIDE COPPER HANGERS FOR NON -INSULATED COPPER PIPING. D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS WITH ADAPTORS MANUFACTURED FOR THE APPLICABLE TYPE OF TRANSITION. E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC UNION OR COUPLING) WHERE COPPER LINES CONNECT TO FERROUS LINES OR EQUIPMENT. 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 "L" COPPER WITH WROT COPPER OR CAST BRONZE FITTINGS USING LEAD-FREE SOLDER JOINTS. III. VALVES A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH SOLID BRASS AND LLLEDSY YCCESIMODELS BA-11EQUAL BY NIBAT CO. INSTALL ALL EASILY ACCESSIBLE (PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS). IV. FIXTURES AND EQUIPMENT A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES. B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY 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 WATER PIPING IN SPACE TO BE INSULATED WITH 1/2" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). B. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBLE ELASTOMERIC CLOSED -CELL INSULATION WITH OUTER ALUMINUM JACKET. PLUMBING --- COLD WATER (CW) - - _-_4 ?-- —i HOT WATER (HW) --- HOT WATER RETURN (HWR) ?.-- ---- --? 2- -1 INDUSTRIAL COLD WATER (ICW) --PCD PUMPED CONDENSATE e q VENT PIPING (V) 1- SANITARY WASTE (W) -4 NATURAL GAS (G) G 1 PIPE UP 0 j c) I d PIPE DOWN C-F---j C.) I 8 CAP C 1 d T 90' ELBOW RISE OR DROP IN' ELEVATION FFC-C-i--? f, (IC : d T OR BRANCH CONNECTION 1 IT, js___LThTEE F.D. FLOOR DRAIN F.S. FLOOR SINK VTR VENT THROUGH ROOF BALL VALVE FOR ISOLATION TRAP PRIMER VALVE. MOUNT TO LOCATE ABOVE ACCESSIBLE CEILING. PROVIDE CEILING ACCESS DOOR AS REQUIRED. - TRAP PRIMER DISTRIBUTION UNIT (FOR MULTIPLE TRAP SERVICE). MOUNT TO WALL. ROUTE TO OTHER FLOOR DRAINS AS SHOWN /-1 /2"CW 3 1 /2"CW 1/2" DISCHARGE TO FLOOR DRAIN FLOOR DRAIN ed. .4 ,4 Je e 4. 4 TRAP PRIMER NOT TO SCALE GATE VALVE (TYP) OUT 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 REDUCED PRESSURE. BACKFLOW PREVENTER NOT TO SCALE SPLIT RING TYPE HANGER HANGER ROD AS REQUIRED SPACING OF HANGERS PER SPECIFICATIONS 18 GA. GALV. SHEETMETAL SADDLE MINIMUM 8" LONG PROVIDE FULL CIRCUMFERENCE 12" LONG SECTION OF HIGH COMPRESSION STRENGTH CLOSED -CELL INSULATION AT EACH HANGER POINT TURNBUCKLE AS REQ'D NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS: STEEL PIPE: Y2" TO 132" - 7'-0" O.C. 2" TO 2Y" - 10'-0" O.C. COPPER PIPE: Y2" TO 1Y" - 5'-0" O.C. 2" TO 2Y2" - 8'-0" O.C. CAST IRON PIPE: ALL - 10'-0" 0.C. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. CLEVIS TYPE HANGER SINGLE PIPE HANGER NOT TO SCALE OP v-,/2.cw �1/ 2" CW-----_- I SA-1 3/4"CW •MMOINININIO OrrMP � 3/4" CW / :a Lf_l 3/4"HW TP-1 DOMESTIC WATER RISER DIAGRAM NOT TO SCALE SK-1 £SA-1 3/4" 3/4"CW 3/4"CW /HW 3/4 HWHW 3 4""� LLAv-1 [jv-i I WC-1 J 1-1/2"V- FCO 3"W-L. T/-- (E)4»W� .� s— L1-1/2" VTR FD-2 r FCO 3"W T` /— FD-1 2"V-N 2'V--\\1 2"V 1 2'V--\1/41 I4"W-j ; WC-1 SW 2"V FD-1 1 2"V 2-1/2"V-\ J.4_"w-\ 2"V 2"V-N 3"W WASTE AND VENT RISER DIAGRAM NOT TO SCALE FD-1 9- 4"W WC-1 L 2-1 /2"VTR WCO 2-1/2"V SEPARATE PERMIT AND APPROVAL REQUIRED 1 10400 Rodgers Road HOUSTON, TEXAS 77070 Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 Ph: 281-374-8644 Fax: 281-374-8992 C r ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY' OF TUKWILA FEB 202014 PERMIT CENTER SHEET TITLE PLUMBING SYMBOLS, NOTES,SPECS & SCH. SHEET NO. DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 14. FCU04000 15 CEN01000: (600KW) 0 GEN02000 (600KW) R 1100 5 LL. 0 0 0 ro 0 z 0 r EXF01000 CD CD 0 07 < < � o 3"W UJ w 0c o-c o >- 01:: o-c cz r FRONT FRdNT 0 0 7-1 { r ,1 1- 0 0 0 0 z w CD 3 0 0 c0 FRONT FRONT Y { 1 MBCA1 000 UPSAh00C BATT. FRONT FRONT f I BATT. pti1BCC1000JPSC100C BATT. BATT. JPSB1000MBCB100 I FRONT FRONT { C BATT. BATT. JPSD1 00C FRONT 1 FRONT FRONT FRONT 4"W 02 PDUA 1000 00 0_ O a. O 0_ 0 a. 0 00 d 0 cL o CL DUE 1000 PDUC 1000 HOT AISLE PDUD1000 l DPD. TRNd CPD [1000 1000100 BATT. BATT. II IIBCD1000j FRONT FRONTL]CP TRt�000 CMDPC1000 0001 FRONT - I MSBO 000 m COLD AISLE CJ m U HOT AISLE 300.T302t�T300.3 T300.4 T300.5 T300 6 T300.7 T300 8 T300 9 T300.10 T300.11 II1300. 1 1 1 1 1 1 1 1 1 1 1 1 I 12 1 1 1 1 1 1 1 1 1 1 I 1 I L I_L _L. L _L _L _L _l._ _L _L. 1L J I , COLD AISLE 400.1400.1 00.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.1 1 1 1 2 1 13 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 1P 1 16 1 I { -r I EXF02000 HOT AISLE I-7-I TTTTTTTTTTTTIT7 / 1500.1500. 100.1500.1500.1500.1500.1500.1500.1500.1500.1500. 1500. 1500. 15aa0.1500.1 11 1 2 113 1 4 15 1 6 1 7 1 8 1 9 1 10 1 11 112 113 1 14 11? 116 1 L_LI_LJ-_L_L�_L_L_LJ-1__L._J-_LJ / COLD AISLE Ii I T I j TTTTT-TlTTTT—TIT-1 600.1600.100.1600.1600. 1600.1600.1600.16X0.1600.1600.1600.1600. 1600.16 Ci0.16 00.1 1 1 1 2 1 13 1 4 1 5 1 6 1 7 1 8/ 9 1 10 1 11 1 12 1 13 1 14 1 1{ 1 16 1 LJrtLJ_J__L _LJ-J_J--LLLI-J-J NOT AISLE I-TT+TT!TTTTTTTTTTIT-1 1700.1700. I 00.1700.179u.1700.1700.1700.1700.1700.1700.1700. 1700.1700.1700. 1700. 1 1 1 2 1 13 1 4/ 5 1 6 1 7 1 8 1 9 1 10 1 11 112 113 1 14 11p 1 16 1 L_1_ J-J__LLJ_LLJ___LL{J_ ! — L FCO COLD AISLE 800.1800.1800.1800. 1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1 1 1 1 2 1 13 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 1f 1 16 1 L_L_I 1 1 J-J-J__LJ_J-J-_L_LJ-{-LJ / ` 4"W / / / / / FCU1 000 4"W FD-1 op WC-1 LAV-1 A FD-1 WH-1. J8-1 1- ,— —i_L I I I I 4"W 1 1 I 1__I \-2"V 2-1/2'V ECU 2000 0 0 0 . o >n I / I 1// ,, / 1 FIEER CRA1 0000 C A09000 WC0 DCP 1 661;f/MC01 SECO1 000-','-001-4-600 000 I I o ( 14 15 16 17 PLUMBING WASTE AND VENT PLAN 18 19 GENERAL NOTES 1. REFER TO SHEET PO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. FIELD VERIFY LOCATION OF EXISTING WASTE PIPING IN .SYSTEM IN COORDINATION WITH BASE BUILDING PROJECT CONSTRUCTION. 3. REMOVE ALL DEMOLISHED PIPING SUPPORTS ABOVE CEILING. 4. COORDINATE FLOOR SAW CUTTING WITH EXISTING WASTE PIPING. KEYED NOTES 01 EXISTING WASTE PIPING TO REMAIN. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND PIPE SIZE. 02 TIE NEW 4" WASTE PIPING TO EXISTING WASTE PIPING. CONTRACTOR SHALL FIELD VERIFY THAT EXISTING WASTE PIPING IS 4" OR GREATER PRIOR TO ROUGH -IN. 03 NEW 2-1/2" VTR. MAINTAIN CODE REQUIRED DISTANCE FROM FRESH AIR INTAKE FOR FCU. 04 NEW 1-1/2" VI-R. MAINTAIN CODE REQUIRED DISTANCE FROM FRESH AIR INTAKE OF EXISTING RTU. 05 TIE NEW 3" WASTE PIPING TO EXISTING WASTE PIPING. CONTRACTOR SHALL FIELD VERIFY THAT EXISTING WASTE PIPING IS 4" OR GREATER PRIOR TO ROUGH -IN. SEPARATE PERMITAND APPROVAL REQUIRED Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 CO f r ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWIL A FEB 2 0 2014 PERMIT CENTER J SEAL EXPIAE3. .:. SHEET TITLE PLUMBING WASTE AND VENT PLAN r DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 SHEET NO. PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. • GEN01000 (600KW) 1 GEN02000 (600KW) •a LJ- 0 0 0 0 z 0 0 CO 1- • D w 0 0 0 0 z w c2 • 0 0 0 L` FCU04000 ,1-1/2"CW EXF01000 FCUO300ID / 2"CW I / BFP- PA-2 PA-1 IA. 0 CO 0 cp v1USA non I-RUNI ATSAJMUS131A y 000 ono 000 L v p01000 0 z MBCA1000 o>- 0cc BATT. FRONT FRON I FRONT FRdNT FRONT GSB02000 FRONT FRONT FRONT I 1 JPSAI100C BATT. BATT. JPSB100 BATT. BCB100 I I I I MBCC100 C OJPSC100C BATT. �1-1/2"CW _ - �i 3/4"HUM IMUSCIAT5D iMUSU`1 J 000 I non 000 ono FHONI MT:CPD h 000DPD 0D0RNI1 BATT. i l BATT. BATT. FRONT FRONT FRONT FRONT JPSD1000MBCD100d FRONTI I®TRNCMDPC i00010001000 I FRONT FRONT FRONT 1 I PDUA 1000 I DUE1 000 PDUC 1000 PDUD 1000 MSB01 000 F FL�I 01000 -- 0 0 0 0 r • / ,� /%/i % t L_9 CD 2"CW —3 X XG X XI X X yI i cs) L L tix W CD CD N 00 0_ CD d CC 0 0 a O CC HOT AISLE , COLD AISLE U HOT AISLE 300. 30q-1-300.-E300.T300. 300 T300.T300 T300. 1300. 1300. E 300. 1 I 2, 1 3 1 4 I 5 I 617 I 8 I 9 I 10 I 11 1. 12 L I! _L_L_L_1__L__L_L_L1L C OLD AISLE T I TT TTT TTT"TT•TT_IT� 400.1400.1 00.1400.1400. 1400.1400. i 400.1400. 400. 400. 400.1 400. 400. 4uu.1400.1 1 1 1 2 Ii3 1 4 1 5 1 6 1 7 1 8 1 9 110 1 11 112 113 114 11$ 116 1 L� I _L _L. _ _L_L__J_ LJ___J_J HOT AISLE T 1 T T T T T T T T T T T T T 7 1500.1500. i 00.1500.1500.1500.1500. I500. I500.1500.1500.1500.1500.1500.15C0.1500.1 11 1 2 113 1 4 1 5 1 6 1 7 1 8 1 9 110 1 11 112 113 114 11 116 1 Li_ 1 COLD AISLE I I 1 I ch T 1� -T.- 7- TT-i-TTTTTT-T_IT-1 600.1600.1 00.1600.1600.1600.1600.1600.1600.1600.1600.1600.1600.1600.16 0.1600.1 1 1 1 2. 1 13 1 4 15 1 6 1 7 1 8 1 9 1 10 111 1 12 1 13 1 14 0 1 16 1 L _L_ J- _.1_ _I- _J__ _L J_ J_ J_ J_ J_ J_ _J HOT AISLE T 7+7-7-TTTTT7-7-TTT1T-1 1700.1700.1 100.1700.1700.1700.1700.1700.1700.1700.1700.1700.1700.1700. 1700.1700.1 1 1 1 2 1 13 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 11 1 16 1 LJ__L,._L_!_J__ _L _L_ J _L._L__I__L__L_ COLD AISLE .EN T7TTTTT7-TT7-T7-T7-IT-1 :222 800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1 X 1112113141516171819110111112113114111161 L_LJLJ__1_J___J_J_J___J_J_J_J_IJ_J 0 0 CD CC O P -j /2"CW I ET02000 �1 FCU 000 3; _j®FD-1 1� LAV-1 FD-1 WC-i LAV-1 f 1 co 3/4"HUM ii ci K-1 FCU2000 FIE R 0 0 0 CC U O t O Ico O c 1 t - 3/4"HUM `` 1 • ( / ,1 / I L__1 CRA10000 /// /A 1,//// C A09000 DCPr 1 ]?i1f�kC01 SEC01 000-�,-000`-`000 000 1 1 o O O ----I----------- c I PLUMBING DOMESTIC WATER PLAN SCALE. 1/8'-1'-0• 0 0 GENERAL NOTES 1. REFER TO SHEET PO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. FIELD VERIFY LOCATION OF EXISTING DOMESTIC CW PIPING AND VALVES IN SYSTEM, ISOLATE AND DRAIN/EVACUATE AS NECESSARY IN COORDINATION WITH OWNER AND ADJACENT TENANTS. 3. REMOVE ALL EXISTING PIPING SUPPORTS OF DEMOLISHED PIPING ABOVE CEILING. KEYED NOTES 03 04 05 06 07 08 09 FIELD VERIFY EXISTING DOMESTIC CW PIPING IN TENANT SPACE. DEMOLISH ALL EXISTING DOMESTIC CW PIPING BEYOND THIS POINT, AND REROUTE AS SHOWN TO NEW • PLUMBING FIXTURES. REROUTE ALL EXISTING DOMESTIC CW PIPING OUTSIDE OF DATA CENTER; MECHANICAL CORRIDOR AND UPS/ELECTRICAL ROOM THAT SERVE ANY ADJACENT TENTANTS. DEMOLISH ALL EXISTING PIPING AS STATED. FIELD VERIFY EXACT LOCATION. VALVE AND CAP 3/4"CW FOR FUTURE USE. VALVE AND CAP 3/4"HUM FOR CONNECTION TO FUTURE CRAC UNIT. CONNECT 3/4"HUM TO NEW CRAC UNIT. DROP 3/4"CW AND 3/4"HW DOWN TO NEW JANITOR'S BASIN. DROP 1-1/2"CW AND 3/4"HW DOWN TO NEW PLUMBING FIXTURES IN TOILET ROOMS AND SK-1 IN GREEN ROOM. DROP 1/2" CW DOWN TO NEW TRAP PRIMER FOR NEW FD-2. SEPARATE PERMIT AND APPROVAL REQUIRED Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 CD r ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FE202014 PERMIT CENTER 1 SEAL SHEET WILE PLUMBING DOMESTIC WATER PLAN SHEETNO. DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1 MECHANICAL SYMBOLS• E2-1 MANUAL VOLUME DAMPER 0 M MOTORIZED VOLUME DAMPER OBDD -F-4 BDD BACKDRAFT DAMPER i FD M FD FIRE DAMPER iSD t�:in SD SMOKE DAMPER i FSD IIIIMIIII K Mal FSD COMBINATION FIRE/SMOKE DAMPER -SD SMOKE DETECTOR -SD xis EN RISE IN DUCT ELEVATION o1 o , < DROP IN DUCT. ELEVATION RADIUS ELBOW / MITERED ELBOW WITH TURNING VANES j f Eql BRANCH CONNECTION TO MAIN l ? TRANSITION j ® _� DUCT WITH INTERNAL LINER 1 - - - V\ x SUPPLY DUCT UP, DOWN j fr7 1, n\ RETURN/EXHAUST DUCT UP, DOWN SUPPLY GRILLE WITH AIR QUANTITY X 100 RETURN/EXHAUST GRILLE WITH AIR QUANTITY / 100R/100E Q THERMOSTAT OH HUMIDISTAT %H TEMPERATURE/HUMIDITY SENSOR TEMPERATURE SENSOR T AIR-COOLED CONDENSING UNIT SCHEDULE (OFCI) UNIT TAG CON01011 CON02012 CON03021 CON04.022 CON05031 CON06.032 CON13171 CON14181 CON17010 CON18091 MANUFACTURER LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT MODEL NUMBER MCL165E1A MCL165E1A MCL165E1A MCL110E8A MCL110E8A PFH037A-AH7 PFH037A-AH7 AREA SERVED DATA CENTER DATA CENTER DATA. CENTER. UPS ROOM UPS ROOM ISS MMR2 CRAC UNIT SERVED CRA01000 CRA02000 CRA03000 CRA07000 CRA08000 CRA09000 CRA10000 AMBIENT TEMP. (°F) 105 105 105 105 105 105. 105 REFRIGERANT TYPE R-410A R-410A R-410A R-407C R-407C R-407C R-407C FAN QUANTITY (EACH) 3 3 3 2 2 1 1 FLA (EACH) 8.4 8.4 8.4 8.4 8.4 8.1. 8.1 VOLTS/PHASE/HERTZ 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 REMARKS 1,2,3,4 1,2,3,4 1,2,3,4 2,4 2,4 2 2 REMARKS: 1. 18" SUPPORT LEGS.. 2. FACTORY WIRED DISCONNECT SWITCH. 3. ONE(1) REFRIGERANT RECEIVER AND BRACKET ASSEMBLY FOR EACH 3-FAN CONDENSING UNIT SECTION. 4. ALARM TERMINAL CONNECTIONS. ECONO-PHASE REFRIG, PUMP MODULE SCHEDULE (OFCI). UNIT TAG ERP01000 ERP02000 ERP03000 MANUFACTURER LIEBE.RT LIEBERT LIEBERT MODEL NUMBER PR125AA6DD-0000 PR125AA6DD-0000 PR125AA6DD-0000 CRAC UNIT SERVED CRA01000 CRA02000 CRA03000 PUMP TYPE REFRIGERANT REFRIGERANT REFRIGERANT QUANTITY OF PUMPS 2 2• • 2 HORSEPOWER 1.6 1.6 1.6 VOLTS/PHASE/HERTZ 480/3/60 480/3/60 480/3/60 FULL LOAD AMPS. (FLA) 3.5 (EACH) 3.5 (EACH) 3.5 (EACH) REMARKS 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 UPS ROOM VENTILATION CALCS CODE REFERENCE: 2006 IFC CHAPTER 6 SECTION 608.5 - STATIONARY LEAD -ACID BATTERY SYSTEM VENTILATION. SECTION 608.5 - LIMIT HYDROGEN TO LESS THAN 1 % CONCENTRATION OF SPACE VOLUME. UPS ROOM : VOLUME: 1,270. SQ.FT. x 20' HIGH = 25,400 CU.FT. VOLUME. UPS ROOM IS DESIGNED TO CONTAIN 320 BATTERIES. HYDROGEN .GASSING FROM MANUFACTURER'S DATA: - EACH BATTERY CELL HAS A HYDROGEN GASSING RATE OF 0.00134 CF/HR/CELL DURING FULL CHARGING (WORST CASE). - TOTAL GASSING RATE IS (320 CELLS) x (0.00134 CF/HR/CELL) = 0.423 CF/HR. - HYDROGEN GASSING AIR CHANGE IS (0.423 CF/HR) x (1 AC/25,400 CF) = 0.0000167 HYDROGEN AC/HR MAX. ALLOWABLE 1% HYDROGEN CONCENTRATION OF ROOM VOLUME IS (25,400 CF) x (0.01) = 254 CF. TIME TO PRODUCE 254 CF OF HYDROGEN IS (254 CF) / 0.423 CF/HR = 600.5 HRS = 25.0 DAYS. UPS RM EXHAUST SYSTEM: - UPS ROOM A EXHAUST SYSTEM EXHAUSTS (200 CF/M) x (60 M/HR)=.12,000 CF/HR » 0.423 CF/HR. - EXHAUST SYSTEM AIR CHANGE(AC) RATE IS (12,000 CF/HR) x (1 AC/25,400 CF) = 0.47 AC/FIR » 0.0000167 HYDROGEN AC/HR. FAN SCHEDULE MARK EXF01000 EXF02000 SERVES UPS/ELECT RM TOILET RMS TYPE/DRIVE CENT/DIRECT CENT/DIRECT CFM 200 200 EXT. S.P. (IN. W.G.) • 0.30 0.30 HORSEPOWER (WATTS) (170) • (170) RPM (MAX) 1,145 1,145 SONES (MAX) 2.9 2.9 VOLTS/PHASE/HERTZ 120/1/60 120/1/60 MANUFACTURER COOK COOK MODEL NUMBER GC-420 GC-420 NOTES 1,2 1,3 NOTES: 1. PROVIDE BACKDRAFT DAMPER, 8" ROUND DUCTWALL CAP, AND FAN SPEED CONTROL. 2. FAN SHALL RUN CONTINUOUSLY. 3. FAN CONTROLLED THRU RESTROOM LIGHT SWITCH. REFER TO. ELECT. MECHANICAL SYMBOLS j- PUMPED CONDENSATE DRAIN PCD---? REFRIGERANT HOT GAS -RHG--? REFRIGERANT LIQUID j--RL --j PIPE UP of j N I d PIPE DOWN Gj (' I d CAP C j I d T 90' ELBOW j RISE OR DROP IN ELEVATION j-+C-C-F--j I( 01 d Z ji TEE OR BRANCH CONNECTION j j 0. CONNECT .TO EXISTING ABBREVIATIONS E - EXISTING TO REMAIN PCD - PUMPED CONDENSATE DRAIN R - RELOCATE OA - 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, CONTRACTOR INSTALLED. OWNER FURNISHED ITEMS ARE PURCHASED AND WARRANTED AS STATED IN THESE DOCUMENTS BY BURR COMPUTER ENVIRONMENTS, INC. MECHANICAL GENERAL NOTES 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 CONTRACTOR 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 REGARD TO 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 ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 5. 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 TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDTIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 6. THE CONTRACTOR IS REQUIRED TO PROVIDE SUBMITTALS FOR ALL MATERIALS AND EQUIPMENT TO BE INSTALLED WITHIN THE SCOPE OF THIS 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 SHALL WARRANT THE EQUIPMENT AND INSTALLATION OF THE EQUIPMENT PURCHASED BY THE CONTRACTOR FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED 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 DESIGNED FOR THE CEILING TYPE IN WHICH IT IS INSTALLED. 11. COORDINATE THE LOCATION OF ALL AIR DISTRIBUTION DEVICES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, INCLUDING LIGHT FIXTURES, SPRINKLER HEADS, SPEAKERS, AND SMOKE DETECTORS. 12. MECHANICAL EQUIPMENT AND DEVICES (VALVES, DAMPERS, TERMINAL UNITS, ETC.) INSTALLED ABOVE INACCESSIBLE CEILINGS SHALL HAVE ACCESS DOORS INSTALLED IN THE CEILING TO ALLOW FOR SERVICE. THE MECHANICAL CONTRACTOR SHALL FURNISH THESE ACCESS DOORS FOR THE GENERAL CONTRACTOR TO INSTALL. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF THESE DOORS WITH THE ARCHITECT TO BEST ALLOW FOR SERVICE AND ARCHITECTURAL APPEARANCE. 13. THE CONTRACTOR SHALL PROVIDE TEMPORARY FILTER MEDIA AS REQUIRED FOR THE OPERATION OF CRAC'S, RTU'S DURING CONSTRUCTION. THESE FILTERS ARE TO BE CHANGED AS NEEDED THROUGHOUT THE CONSTRUCTION PROCESS. THE UNITS SHALL NOT RUN WITHOUT THESE FILTERS INSTALLED. THE CONTRACTOR SHALL INSTALL THE FILTERS PROVIDED WITH THE UNIT PRIOR TO THE AIR BALANCE OF EACH UNIT. REFER TO SPECIFICATIONS FOR ADDTIONAL 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 AIRSIDE TEST AND BALANCE (NEBB OR AABC) FOR ALL AFFECTED HVAC SYSTEMS, INCLUDING ALL AIR DEVICES, AIR TERMINAL UNITS AND ROOFTOP AIR CONDITIONING UNITS WITHIN THE SCOPE OF WORK. REFER TO SHEET M2.1 FOR AIR QUANTITIES. CRAC UNIT SCHEDULE (OFCI) UNITTAG CRA01000 CRA02000 CRA03000 CRA07000 CRA08000 CRA09000 CRA10000 LIEBERT MODEL NUMBER. DA150DP1A VSO42ADA000 MMD36E7A00D0 MMD36E7AOODO AREA SERVED DATA CENTER UPS RM ISS MMR2 TYPE AIR-COOLED AIR-COOLED AIR-COOLED AIR-COOLED UNIT CONFIGURATION DOWNFLOW UPFLOW DOWNFLOW DOWNFLOW SUPPLY FAN SUPPLY AIR (CFM) 18,000 6,300 1,250 1,250 MOTOR QUANTITY 3 EC 1 1 1 EXr. SP (IN. W.G.) 0.2 0.2 0.3 0.3. HP (EACH) 3.7 7.5 0.5 0.5 Ov z O EAT DB/WB (°F) 75/61 75161 75/61 75/61 LAT DBIVUB (°F) 55/54 55/54 55/54 55/54 SENSIBLE COOLING CAPACITY- KW (MBH) 134 (457) 36.4 (124.2) . 8.3 (28.4) 8.3 (28.4) TOTAL COOLING CAPACITY - KW (MBH). 134 (457) 42 (143.3) 9.55 (32.5) 9.55 (32.5) FACE VELOCITY (FPM) 320 368 394 394 HUMIDIFIER TYPE INFRARED NA NA NA CAPACITY (LBS/HR) 22.0 NA NA NA ELECTRIC REHEAT kW 30.0 NA NA NA STEPS 3 NA NA NA ELECTRICAL FLA (FLA. W/ HUM & REHEAT LOCKED OUT) 102.7 (91.1) 39.2 (NA) 1.4 (NA) 1.4 (NA) V/PH/HZ 460/3/60 460/3/60 460/3/60 460/3/60 REMARKS 1,2,3,4,5,6,7,8,9,10,1 2,13,14,15,16 3,4,5,6,9,10,11,12,14, 15,16,17 3,5,10,12,17,18,19 3,5,10,12,17,18,19 REMARKS: 1. ELECTRICALLY COMMUTATED FAN MOTORS. 2. R-410A REFRIGERANT. 3. 4" FILTERS, M E RV-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 FLOOR STAND. 9. 65,000 AMPS SHORT CIRCUIT CURRENT RATING. 10. 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 WrrH UNIT ALARM AND SHUTDOWN, INCLUDING SUPERVISION CONTACTS. 16. iCOM CONTROL WITH LARGE DISPLAY. 17. R-407C REFRIGERANT. 18. AIR DISTRIBUTION PLENUM 19. WALL MOUNTED UNIT CONTROLLER MECH MATERIAL SPECIFICATIONS 1. REFRIGERANT PIPING UP THROUGH 2": DRAWN TEMPER COPPER TUBING ASTM B 88 TYPE"L" WITH WROUGHT COPPER FITTINGS (ASTM B16.22). SILVER SOLDER ALL JOINTS WITH AWS A5.8 CLASSIFICATION B AG-1 SILVER SOLDER. UTILIZE NITROGEN PURGE WHILE BRAZING. 2. REFRIGERANT VALVES: A) SHUT OFF VALVE UP THROUGH 2": 1) STRAIGHT THROUGH BALL VALVES: VALVE RATED FOR 500 PSIG WORKING PRESSURE AND 275'F 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 PSIG 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 PSIG WORKING PRESSURE AND 275'F WORKING TEMPERATURE. FORGED BRASS BODY WITH COPPER STUBS, BRASS CAPS, REMOVABLE VALVE CORE AND WITH SOLDER END CONNECTIONS. 3. REFRIGERANT SPECIALTIES: A) MOISTURE/LIQUID INDICATORS: RATED FOR 500 PSIG WORKING PRESSURE AND 275'F WORKING TEMPERATURE. ALL BRASS BODY WITH REPLACEABLE, POLISHED, OPTICAL VIEWING WINDOW WITH COLOR CODED MOISTURE INDICATOR AND WITH SOLDER END CONNECTIONS. B) . STRAIGHT THROUGH OR ANGLE TYPE STRAINERS: RATED FOR 500 PSIG WORKING PRESSURE AND 275'F WORKING TEMPERATURE. FORGED BRASS OR STEEL BODY WITH STAINLESS STEEL WIRE OR BRASS REINFORCED MONEL SCREEN. 80 TO 100 MESH IN LIQUID LINES UP TO 1Y" IN SIZE, 60 MESH FOR LARGER LIQUID LINES, AND 40 MESH IN SUCTION LINES. PROVIDE SCREWED CLEAN OUT PLUG AND SOLDER END CONNECTIONS. C) PERMANENT FILTER DRIERS: RATED FOR 350 PSIG WORKING PRESSURE AND 225'F WORKING TEMPERATURE. STEEL SHELL AND WROUGHT COPPER FITTINGS FOR SOLDER END CONNECTIONS. MOLDED FELT CORE SURROUNDED BY DESSICANT. 4. PIPING INSULATION: A) REFRIGERANT PIPING (HOT GAS AND LIQUID FOR DATA CENTER DSE SYSTEMS): 1/2" THICK CLOSED -CELL FLEXIBLE ELASTOMERIC. ALUMINUM JACKET WITH PRE -MOLDED FITTINGS (OUTDOOR ONLY). B) REFRIGERANT PIPING (HOT GAS FOR UPS RM DS SYSTEMS): 1/2" THICK CLOSED -CELL FLEXIBLE ELASTOMERIC. ALUMINUM JACKET WITH PRE -MOLDED FITTINGS (OUTDOOR ONLY). C) CONDENSATE DRAIN: )12" THICK FIBERGLASS WITH ASJ. SEAL VAPOR BARRIER. PROVIDE PRE -MOLDED FITTINGS. 5. ALL DUCTWORK SHALL BE CONSTRUCTED OF NEW LOCK FORMING QUALITY GALVANIZED SHEET METAL IN ACCORDANCE WITH THE LATEST SMACNA STANDARDS TO THE 2" W.G. PRESSURE CLASSIFICATION. ALL LONGITUDINAL SEAMS AND TRANSVERSE JOINTS SHALL BE SEALED PER SMACNA DUCT SEALING REQUIREMENTS SEAL CLASS "B". SEAL WITH A WATER BASED ADHESIVE SEALER DESIGNED FOR MEDIUM VELOCITY DUCT SYSTEMS. SEALER SHALL BE HARDCAST, INC., "IRON GRIP WATER BASE DUCT SEALANT #601." DUCTWORK SHALL BE HUNG AS HIGH AS POSSIBLE FROM THE BUILDING STRUCTURE WITH HANGER ASSEMBLIES IN ACCORDANCE WITH "SMACNA" REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL RISES, 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 HAZARD RATING (AS TESTED BY PROCEDURE ASTM E84, NFPA 225, AND UL 273) NOT EXCEEDING A FLAME 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/CU.FT. INSULATION. INSULATION SHALL HAVE A FACTORY APPLIED FOIL-SKRIM-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). AIR DEVICE SCHEDULE MARK MFR. & MODEL TYPE REMARKS 0 TITUS TMSA-AA LOUVERED SUPPLY AIR GRILLE ALUMINUM CONSTRUCTION, LAY -IN FRAME, FULL FACE, WHITE FINISH, REFER TO. INLET SIZING CHART FOR NECK SIZE. 0 TITUS PAR PERFORATED RETURN AIR GRILLE ALUMINUM CONSTRUCTION, TYPE-3 LAY -IN FRAME, WHITE FINISH, 22x22 NECK. L J TIiUS 301 FL SIDEWALL SUPPLY AIR GRILLE ALUMINUM CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUM FINISH, DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO LONG DIMENSION. (.9) TTTUS 350 FL SIDEWALL EXHAUSTALUMINUM AIR.. GRILLE CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUM FINISH, DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO LONG DIMENSION. es: 1. STANDARD WHITE FINISH. 2. PROVIDE SQUARE TO ROUND NECK TRANSITION FOR CONNECTION TO FLEX DUCT FAN COIL UNIT - CONDENSING UNIT SCHEDULE FURNACE MARK MFG. MODEL # OA CFM BLOWER HEATER KW/STEPS ELECTRICAL ACC CFM *E.S.P. HP VOLT/PH MCA MOCP FCU01000 TRANE BCHC036B2 130 1200 0.5 1/2 8/2 208/1 53.4 60 T FCU02000 TRANE BCHC036B2 150 1160 0.75 1/2 8/2 208/1 53.4 60 T FCU03000 TRANE BCHC036B2 50 1350 0.5 1/2 8/2 208/1 53.4 60 T FCU04000 TRANE BCHC054B2 50 2000 0.5 1/2 8/2 208/1 53.4 60 T EVAPORATOR -CONDENSING UNIT MARK MFG. CLG. CAPACITY EVAPORATOR CONDENSING UNIT LBS AMB TEMP SENS TOTAL CFM EDB EWB APD MODEL # V/PH MCA MOCP CON 161 10 TRANE 27.2 31.7 1200 76.6 62.9 - 4TTA3042 208/3 18 30 200 95 CON17120 TRANE 29.8 39.0 1160 77.8 64.8 - 4TTA3048 208/3 18 30 210 95 C0N18130. TRANE 29.8 39.0 1350 77.8 64.8 - 4TTA3048 208/3 18 30 210 95 CON19140 TRANE 43.5 55.5 2000 75.0 63.0. - 4TTA3060 208/3 21 35 230 95 . MECHANICAL DRAWING INDEX NUMBER DRAWING .TITLE MO.1 MECHANICAL SYMBOLS, NOTES, SPECIFICATIONS, & SCHEDULES M1.1 MECHANICAL DEMOLITION PLAN M2.1 MECHANICAL PIPING PLAN - LEVEL 1 M2.2 MECHANICAL PIPING PLAN - ROOF M3.1 MECHANICAL DUCTWORK PLAN M7.1 MECHANICAL DETAILS SEPARATE M7.2 PERMIT AND i MECHANICAL SECTIONS AND DETAILS APPROVAL REQUIRED 10400 Rodgers Road HOUSTON, TEXAS 77070 Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 Ph: 281-374-8644 Fax: 281-374-8992 r ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTER SHESTTITLE MECHANICAL SYMBOLS, NOTES, SPECS, & SCH. SHEET NO. DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN. CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. n n EXISTING ON GRADE t EXISTING DOCK HIGH (-48") L -r rr DOCK ELEVATI❑N AT. - 30" BELOW FIN, EL, WAREHOUSE 11 MECHANICAL LEGEND TO BE REMOVED TO REMAIN EXIT SINK - L - /mot /mil / / L 11 (PHONE 1I 1 ---il--I-11 r ❑FFICE Ti l �. r r.�I -r r T I T s- • 1 1( ) I( )1 I / 1 I I L--/ WOMEN I I — I MEN ------ 1 ( 1 If 1 I----- / 1 1 1 —/ I II I _r—) ( 'L_--t----1J__ _ 11 ❑FFICE — 1 / k / - ❑FFICE -rr- ❑FFICE ❑FFICE LL tr rr 1. ❑FFICE PRINT/COPY ♦ —� / RECEPTION EXIT 4MWMM4111.-.._ .-.I.rWWW . MUM= . -. . P MECHANICAL DEMOLITION PLAN SCALE' 1/8•-1'-0• II II II r GEN. ❑FFICE OFFICE 18 • I I L 1 �o ❑FFICE GENERAL NOTES 1. REFER TO SHEET MO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REMOVE ALL DUCTWORK, TERMINAL BOXES, AND DIFFUSERS WITHIN SCOPE OF WORK. KEYED NOTES 01 DEMO ALL EXISTING DUCTWORK IN THIS AREA. 02 DEMO DUCTWORK THRU ROOF TO EXISTING ROOF TOP UNIT ABOVE. DEMO ROOF TOP UNIT. CAP AND SEAL CURB. 03 DEMO EXHAUST FAN ON ROOF AND ALL CORRESPONDING DUCTWORK. CAP AND SEAL CURB. PEPAE R AND APPROVAL REQUIRED Gens Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 ISSUES & REVISIONS Na + Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 PERMIT CENTFP SHEETTITLE MECHANICAL DEMOLITION PLAN r DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 SHEETNO. 1.1 II / Lam/ I I i r f EQUIP, DGP, II ❑FFICE II I ril / 1 II /mil IL i",II KEYPLAN J PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ECU04000 I; GEN01000 (600KW) C0N14181 GEN02000 (600KW) rr i 5 00 ro.co 0� z 0 L JI LL O c 0 O z 0 0 0 C0N13171 MECHANICAL LEGEND H HOT GAS REFRIG. PIPING LIQUID LINE REFRIG. PIPING PUMPED CONDENSATE PIPING --- HUMIDIFIER WATER PIPING (18) C EXF01000 FCU03000 3/4"PCD L BFP PA-2 PA-1 VIUSA 1 ono FRONT : I - � 2"PCD ----1--}QI� AiSA11USUlAI� 000 Loon 000 L GSIBO10 0 GSB02000.1 TSC II 000 1MDSTA I SD !MUSU 1 on() 000 I nnn FRONT FRONT FRONT o c t II ' o MBCA1000 pPs,Ap 00C 0 >- O c -c coc BATT. a_ BATT. FRONT BATT. FRONT BATT. JPSB1000MBCB100 I I FRONT FRONT FRONT FRONT MBCC100 C BATT. PSC1 BATT. J FRONT FRONT FRONT PDUA 1000 IDUB1000 PDUC1000 FRONT MDPDTi RooN POD 1000 0001 00 BATT. BATT. I I II PSD1000'VBCD100d IIo FRONT FRONT' ICF' 1.000 MDPC 11000 1 000 FRONT I I FRONT MSBO 11000 FI )I�,I IC'00 c- 0 V O O 06 ii 1 o.� O O cg C. ¢ U � cp cL Co 1-1/2"PCD N 00CC 1-0 0 CD �0 1 21 3 4 5 6 7 8 9 10 11 I 12 I I I I I I I I I I I I � I HOT AISLE 104 100. 100. 100. j 100. 100. 100. 100. 1100. 21 1 3 4` 5 1 6 1 7 1 8 1 9 1 10 I 1 I 1 i 1 I 1 1 1 COLD AISLE 200. 20C1. 200. 200. 200. 200. 200. 200. 200. 200. 200.1 200. 2 3 4 5 6 7 8 9 10 11 1 12 0 CO HOT AISLE O O C O 0_ O w,r, CCo D cL cL U �T �T T T T -f�' T T T T II � 300. 30 . 300. 300. 300. 300. 300. 300. 300. 300. 300. 300. I I I I I I I I I ! I 1 L J_ J_ J_ J_ J_ _L _L _L J_ _L J I I n COLD AISLE T i 1 TT T- -FT TTTTTTTTImT 400. 1400.14100.1400.1400.1400.1400. 1400.1400. 400. 1400. 400. 1400. 400. 140.1400.1 I i I L II3 14 15 I6 17 18 19 11011111211311411 1161 L_ _L_ I _L_J--1 1 1 1 1 1 1 1 1 _J_ _L_ I I HOT AISLE T -FT T-FT TTTTTTTTT_IT� 1500.1500.1 00. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500.1500.1500.15UU0.1500.1 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 1p 1 16 1 L_J-_L___1-_1__L___J_ _L_ _J_ _1__LJ_-L_L_L__I COLD AISLE rT I T i TTT-TT -TT i TTTTJT 600.1600.1 00.1600.1600.1600.1600.1600.1600.1600.1600.1600.1600.1600.16 0.1600.1 11 121314151617.1819 11011111211311411¢1161 L _ 1 Jrt J- 1 _ -L J_ _L_. ! J._ __L_ 1 -L -L III-L I HOT AISLE r-T I I TT- TTT- TTTT- TTTTT 1 IT -I 1700.1700. 000. 1700.1700.1700.1700.1700.1700.1700.1700.1700.1700.1700.1740. 1700. 1 1 1 2 lI3 1 4 1 5 16 1 7.1 8 1 9 110111 1121131141 1161 COLD AISLE •. , TT -I I T -I-1 1 1 1 1 1 TT-1 TIT T IT -1 � 800.1800,1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1 11 121I31415I61718I9I10111I12I13I1411I161 1-1/2''PCD !EXF02000 WC-1FD-1 n LAV-1 SK-1 11 FD-1 WC-1 LAV-1 (1 3/4"PCD-\ 1-1 /2"PCD 1 I FIEER1 3/4"PCD j"-1-1/2"PCD IIQI L- /7, 7 4"PCD-- I / / I/ L 11\ -1"PCD Ir--1 I( ;' 1 I I r / / i L_ CRA10000 (.�, ',/ /'J 04 CII2A09000 f /^ DCP-I , CO1 SECO1 OOOE P30(f 1' 0 000 MECHANICAL PIPING PLAN - LEVEL 1 SCALE. 1/8%1-0• GENERAL NOTES 1. 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 SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH LOCAL CODES. KEYED NOTES 01 02 03 04 05 06 07 08 09 ROUTE 3/4"PCD AND REFRIG HOT GAS AND LIQUID LINE DOWN WALL TO CONNECT TO CRAC CONNECTIONS. REFER TO SECTION ON M7.2. ROUTE REFRIG HOT GAS AND LIQUID LINES UP THROUGH ROOF PENETRATION AND ROOF HOOD 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 DETAIL. PROVIDE 3/4"PCD VALVED AND CAPPED FOR INSTALLATION OF FUTURE CRACS. CONNECT 3/4"PCD, AND REFRIG HOT GAS AND LIQUID LINES TO CRAC UNIT CONNECTIONS. CONNECT REFRIG HOT GAS AND LIQUID INES TO REFER TO SECTION ON M7.2. CONNECT REFRIG HOT GAS AND LIQUID LINE AND ABOVE CEILING. ROUTE 2"PCD DOWN TO FLOOR DRAIN. SLOPE PCD 1/8" PER FOOT TOWARDS FLOOR DRA ROUTE REFRIG HOT GAS AND LIQUID LINES DOWN CONDENSING UNIT. ECONOPHASE REFRIG PUMP UNIT. CONDENSATE TO FAN COIL UNIT IN. ALONG EXTERIOR WALL TO Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 0 W U CI UJ to 1 ISSUES & REVISIONS Na Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKwl_ Aa FEB 20Mit PERMIT CENTER J SHEET TITLE MECHANICAL PIPING PLAN - LEVEL 1 DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 SHEET NO. M2.1 KEYPLAN PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. CON18091 MECHANICAL PIPING PLAN -ROOF SCALE. 1/8•-1-0• MECHANICAL LEGEND H HOT GAS REFRIG. PIPING LIQUID LINE REFRIG. PIPING PUMPED CONDENSATE PIPING --- HUMIDIFIER WATER PIPING - GENERAL NOTES 1. REFER TO MO.1 FOR SPECIFICATIONS, SYMBOLS, AND LEGENDS. 2. COORDINATE ALL ROOF PENETRATIONS WITH STRUCTURAL ENGINEER AND BASE BUILDING WARRANTIED ROOFING SUBCONTRACTOR. 3. ALL REFRIGERANT PIPING SHALL BE INSULATED AND WITH ALUMINUM JACKET. KEYED NOTES KEYPLAN 01 02 03 04 05, 06 PROVIDE AND INSTALL PIPING ROOF HOOD. COORDINATE SIZE OF ROOF PENETRATION AND ROOF HOOD 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 REFRIGERANT HOT GAS AND LIQUID PIPING TO NEW CONDENSING UNIT AND REFRIGERANT RECEIVER CONNECTIONS. REFER TO MANUFACTURER PIPING SCHEMATIC AND INSTALLATION INSTRUCTIONS. CONNECT REFRIGERANT HOT GAS AND LIQUID PIPING TO NEW CONDENSING UNIT. REFER TO MANUFACTURER PIPING SCHEMATIC AND INSTALLATION INSTRUCTIONS. ROUTE REFRIGERANT PIPING ON DURA-BLOK MODEL DB630 ROOFTOP PIPE SUPPORT. REFER TO SPECIFICATIONS FOR SPACING. 8"0 OUTSIDE AIR DUCT UP THROUGH ROOF TO ROOF CAP WITH BIRDSCREEN AND 12" PREFAB INSULATED ROOF CURB. COORDINATE WITH GEN. CONT. AND WARRANTIED ROOFING SUBCONTRACTOR. AREA OF WORK TE PERMIT AND APPROVAL REQUIRED Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 CD D: EDCSEA41 ISSUES &REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 202014 PERMIT CENTER �Es tomM. . c . t4: SHEETZTTLE MECHANICAL PIPING PLAN -ROOF DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 SHEETNO. 2.2 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. -r 12x8 250 O 0- 12x8 250 12x8 300 O FCU04000 8"OA DUCT- 12x8 300 (TYP.2) 16x16 FCU03000 "OA DUCT TO FCU04000 I12x8 1300 FULL SIZE INTERNALLY LINED RETURN AIR BOOT (TYP.) 14 12x8 300 (TYP.2) 0 200E CD O U7 U CD GENO2000 (600Kw) EXF01000 28X26 32X20 2100 (TYP.3) 1,40 0 00. 1 Y D O 0 O O z LiJ CD CON13171 HOT AISLE 00. 100. 9 10 COLD AISLE PJ Ill 100. 100. 11 1 200. 200. 200. 200. 200.1 200. 1200. 6 7 8 9 10 11 1$. I HOT AISLE 500. 1 1- I1 300. 300. 300. 300. 300. 300. 300. 300. 300. 300. 300. 300. 11 1 2 1 L, 1 4 113 1 6 1/ 1 8 1 9 1 10 1 11 1 1 1 12x8 COLD AISLE HOT .AISLE 500. 500. I f 00. 1500. 500. 500. 500. 500. 500. 1500. 1500. 2 3 I 4 1 5 6 7 8 9 10 1 11 12 I. 1 _L-L -L- 700. 700. 5 6 COLD AISLE HOT AISLE 700. 9 COLD AISLE 800. 800. 800. 5 6 7 400.I400. 400.1400.'40G. 10. 1 11 12 13 j 14 115 6 1 L I L. L. L L I 1 11 500. 500. 500. 5 0.1 13 14 15 16 1 600. 600. 600. 600. 1 13 14 15 116 1 I 1 - T-------I-I 700. 700. 1700. 700. 700. 700. 7110. 1 10 11 1 12 13 14 15 6 1 -I. 1 800. 800. 800. 800. 800. 800. 8 O. 1 10 11 12 13 14 15 16 1 m MECHANICAL DUCTWORK PLAN SCALE' 1/8•-1'-0• 12x8 (18) TO FCU200 10x14 EXF02000 14x12 CIIA09000 12x12 FCU2000 CRA1.0000 12x12 12x12 14x14 1 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 GENERAL NOTES 1. REFER TO SHEET MO..1 FOR ALL .SYMBOLS .ON THIS SHEET. 2. REFER TO SHEET M7.2 FOR DETAILS AND SECTIONS: 3. ALL ROOF PENETRATIONS SHALL BE COORDINATED WITH STRUCT. ENG. ALL ROOF WORK TO BE DONE BY GC WITH WARRANTIED ROOFING SUBCONTRACTOR: KEYED D NOTES- 01 02 05 06 07 0 PROVIDE AND INSTALL RUSKIN ELF375D EXHAUST AIR LOUVER WITH MINIMUM 1.0 SF FREE AREA. COORDINATE LOCATION WITH LANDLORD AND STRUCT ENG.. ROUTE 8" DIA. OUTSIDE AIR DUCT UP THROUGH ROOF TO MUSHROOM CAP OUTSIDE AIR INTAKE WITH 12" INSULATED ROOF CURB AND BIRDSCREEN: PROVIDE MOTORIZED DAMPER TO OPEN WHEN UNIT IS 'ON' AND CLOSED WHEN UNIT IS 'OFF'. TWO(2) 56x36 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.CRACS. COORDINATE LOCATIONS OF NEW AND FUTURE CRAC RETURN AIR OPENINGS WITH GEN CONT. REFER TO DETAIL 03/M7.2. TWO(2) 56x24 FRAMED SUPPLY AIR OPENINGS BY OTHERS. PROVIDE AND INSTALL SHEET METAL BLANK OFF PANEL AT ALL FUTURE CRAC OPENINGS. COORDINATE LOCATIONS OF NEW AND FUTURE CRAC SUPPLY AIR OPENINGS WITH GEN. CONT. REFER TO DETAIL 03/M7.2. PROVIDE AND INSTALL 12x8 SUPPLY AIR OPENING WITH GRILLE AND FIRE DAMPER ABOVE DATA CENTER CEILING. PROVIDE AND INSTALL 12x8 PRESSURE RELIEF RETURN AIR OPENING WITH GRILLE AND FIRE DAMPER ABOVE DATA- CENTER CEILING. GENERAL CONTRACTOR TO PROVIDE FLOOR SUPPLY GRILLES AND CEILING RETURN GRILLES IN DATA CENTER AREA. KEYPLAN SEPARATE PERMIT AND APPROVAL REQUIRED Gensler Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 - Dallas, TX 75240 Phone: 214/273-1559 >t< cn 6 Q W ^ CD C. W cn ISSUES & REVISIONS No. Date Description 02/17/2014 ISSUE FOR PERMIT RECEIVED TLIr(WI FEB 2 0 2014 PERMIT CENTER C SEMETTITLE MECHANICAL DUCTWORK PLAN DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 SHEET NO. M3.1 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1 A SUPPLY AIR DUCT SPIN -IN TAP WITH VOLUME DAMPER OPENING IN STUD WALL FOR DUCT PENETRATION SHALL HAVE A STUD FRAME ON ALL SIDES. RETAINING ANGLE SHALL BEAR ON STUD FRAME. •�'i'. RATED WALL OR PARTITION DAMPER BLADE ASSEMBLY WITH 1 �� ►00S4 � CONNECT SLEEVE TO DUCT WITH SUP JOINT DUCT TRANSITION '4.� _J INSULATED FLEX DUCT. MAX. 8 FT. LENGTH !If DEMISING WALL OR RATED PARTITION SHEETMETAL SLEEVE A FILL VOID WITH APPROVED NON-COMBUSTIBLE MATERIAL (ROCK WOOL INSULATION). AT RATED PARTITIONS, SEAL BOTH ENDS OF OPENING WITH APPROVED FIRE -CAULK UL LISTED FUSIBLE LINK l (AR_FLOW i _ `\ I STAINLESS STEEL DRAWBAND WITH WORM GEAR TIGHTENING SCREW. CLAMP INNER r - - -1 SIDEWALL SUPPLY AIR GRILLE DUCT ACCESS DOOR SPECIFICATIONS AND SIZE. IN DUCT. REFER TO FOR DOOR TYPE LINER TO GRILLE COLLAR. SEAL. OUTER GRILLE/DUCT. 1 VAPOR BARRIER TO BACK OF SEE SPECIFICATIONS FOR TYPE OF TAPE, FLEX DUCT. NOTE: SUPPORT THAT LIGHT TILE. 0 SA .GRILLE FLEX DUCT FROM STRUCTURE IT DOES NOT KINK, SAG OR FIXTURES, CEILING SUPPORT CONNECTION SCHEDULED REST TEES SO ON OR CEILING AIR DEVICE 4,-" �aa,�= ESCUTCHEON PLATE ON PIPES ... PIPING NOTES: 1 -1 /2"x1 -1 SEE NOTE. /2"x 1 /8" RETAINING ANGLE. EXPOSED WITHIN ROOMS 1, 0• PIPING AT INTERIOR WALL 1. PROVIDE UL 2. INSTALL DAMPER LISTING. 3. EXTEND SLEEVE 4. PROVIDE EXPANSION FOOT IN BOTH DIRECTIONS. 5. PROVIDE MINIMUM ANGLES TO SLEEVE MINIMUM OF 1". 0 DUCT LISTED DAMPER AND SLEEVE BEYOND SPACE 1-1/2" IN ACCORDANCE AND IN ACCORDANCE WALL MAX. PER MANUFACTURER'S x 1-1/2" FIRE SLEEVE IN ACCORDANCE 6 INCHES. x 1/8" RETAINING WITH MANUFACTURER'S WITH UL 555. WITH MANUFACTURER'S INSTRUCTIONS INSTRUCTION, BUT NOT LESS THAN ANGLE ON TOP, BOTTOM AND INSTRUCTIONS. ANGLES SHALL DAMPER NOT TO VOID UL 1/8" PER LINEAL SIDES. ATTACH OVERLAP WALL A NOT TO SCALE W NOT TO SCALE NOT TO SCALE �] SHOULDER BOLT NOTE: MAIN SUPPLY RETURN OR EXHAUST DUCT TYPICAL MANUAL NEOPRENE VIBRATION ISOLATORS FULL SIZE EXHAUST AIR_ — SUSPEND STRUCTURE MIN (MIN) LOADS GRAVITY -FLEXIBLE UNIT FROM WITH 4 RODS RATED FOR POINT OF FAN. BACKDRAFT DUCT CONNECTOR ELEVATE A/C UNIT SUFFICIENT DISTANCE ABOVE FINISHED FLOOR OR ROOF TO ALLOW FOR INSTALLATION OF TRAP WITH ADEQUATE DIMENSIONS TO WITHSTAND SYSTEM OPERATING PRESSURE. COORDINATE WITH DETAIL FOR A/C UNIT MOUNTING. VENT SEE SPECIFICATIONS FOR PIPING MATERIAL TEE CLEAN OUT PLUG UNION DRAIN PAN CONNECTION VOLUME DAMPER 1/ 45• SPIN -IN FITTING WITH MANUAL VOLUME DAMPER CLAMP (---- •�°+°++ ,•. ��+� •+� �. 0••4 �i°• �.� +°++°•� ��ii .�i+i ♦�„. .�+°i'• �+••-••++• ••.�•�+��+�+�+!,• ��+�,• +� ;�•�, �i°i �i°i ` ,T.,.. ,•• +°•• .��••+ `+� . 'i°il ►•+� O•i+i .••, •++•-•+•• •!•••�•�•••�+!,• REFRIGERANT PIPE PIPE INSULATION CUSHION '� / �� n I H TEE S J W III U L L L N FULL CONNECTION PIPE /- UNISTRUT n-i �, SIZE -MIN. 1-1/4" GRILLE. COORDINATE WITH L u u u / - - \TYP. ROUND 1 o X ELBOW ROOF EXHAUST FAN PHYSICAL DIMENSIONS. REFER TO AIR DEVICE SCHEDULE. \ I \ AIR FLOW I I I I I I \ / TYP. RECTANGULAR TAKE -OFF. TAKE -OFF BOTTOM • ROUTE PIPE TO NEAREST FLOOR DRAIN AS SHOWN ON PLANS L _ ---J \ \--•DURA-BLOK RUBBER COORDINATE AND ELECT NOTES: 1) ALL UNISTRUT AND HARDWARE 2) SPACING OF SUPPORTS ON THE SMALLEST DIAMETER R PIPESUPPORT ooF MODEL DB6 BASE. NO ROOF LENGTH OF CONDUIT REQUIREMENTS. SHALL PER SPECIFICATIONS. PIPE SUPPORTED ROOF SUPPORT BE PENETRATION GALVANIZED. BY PIPE WITH SUPPORT THE SUPPORT WITH REQUIRED. REFRIG PIPING SPACING SHALL BE BASED RACK. - \ USE SMACNA -" 0 DUCT 45' L = 1/4W ENTRY FITTING (4 MIN. BRANCH i TAKE iT OFF HINGED 02 INLINE FAN ACCESS CABINET PANEL DIRECT DRIVE MOTOR REFER TO FLOOR PLAN FOR DUCT SIZE. PROVIDE TRANSITION AS NECESSARY. FAN TOTAL HEIGHT OF TRAP= X+H+ ( 1 1/2 x PIPE DIAMETER ) FOR DRAW THRU UNITS FOR BLOW THRU UNITS X= MIN. 1/2 H= NEGATIVE o CONDENSATE H (PREFERRED STATIC PRESSURE X=H) X= FAN +1" H= MIN. DRAIN STATIC 1" PRESSURE PIPING +1" NOT TO SCALE • FAN_INLINE.DWG NOT TO SCALE NOT TO SCALE NOT TO SCALE. z MIN. FROM OF BETWEEN z N CURB; " 4 CLEARANCE PIPE MIN. PIPES TO TOP 2 " 0? �r I I 1 ; ;, r�=. .- ,� -- S <Op� - \ �� , � - 1 �� . . � , .V ti= ti;=,44.. �:'� - �_ G ::4 �� '4•. _ .�,. > �>-1 'i i • 4-0:FLASHING z ........ .......... .' ::::• *•*'' ••• STAINLESS STEEL ENCLOSURE WITH REMOVABLE TOP. CROSSBREAK OR SLOPE FOR DRAINAGE. INSTALL 1" FOAM BOARD INSULATION TIGHT TO INSIDE WALLS OF ROOF PENETRATION STAINLESS STEEL COLLAR SLOPE PIPES DOWN AND AWAY FROM HOOD REMOVABLE STAINLESS STEEL COUNTER -FLASHING ADHERED MEMBRANE WELDED SEAM SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM ) -JOULDER BOLT _ THREADED ROD I - i�ic �.+i`. .'i•% 'O`i�••O' PREFORMED THERMOPLASTIC WITH GALVANIZED CLAMP SIZED PIPE SIZE. CUSH-A-CLAMP, 1� ��:�:!i°v. I ° \°. .♦i'c. `Oi. .'.� ,�i`. Oi% O•i`..III• .!�+��. PIPE VIBRACLAMP, SADDLE TO MATCH 1- ♦i•� •♦ `Oi. .,++• OR EQUAL. i> '•.. .O� PIPING 11 wmi SPLIT RING CLEVIS TYPE HANGER HANGER HANGER ROD AS REQUIRED TYPE SPACINGPERSPECIFICATIONS OF HANGERS TURNBUCKLE AS REQ 1 I 1■1 CLAMP ,�'iiiiD ��•�+�,• °��•�� 0• •••4 �i°i ,• 4 �•i ►•i� �•• ,+• *iv.�..• t••••+•+•••••!,• ♦'iiii 7, :44/ 0,4 'i�i i.4 ►•.� .•• ,•. !.•�.,.,,,,- . +.+••i+•°iil�' REFRIGERANT PIPE PIPE INSULATION CUSHION � imi IP i+•"°•i. .�.��,..* p +♦ ►i i. , , ' I INSULATION CUT HANGER ROD FLUSH WITH BOTTOM NUT. NOTES: 1) THIS DETAIL APPLIES TO INSULATED AND UNINSULATED COPPER SPECIFICATIONS FOR INSULATION REQUIREMENTS. 2)ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 3) MAXIMUM ALLOWABLE SPACING OF HANGERS (HANGER SPACING THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK): COPPER PIPE: Y" TO 1Ya" - 5'-0" O.C. 2" TO 2Y" - 8'-0" O.C. 4) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. PIPING. REFER TO SHALL BE BASED ON FLOOR u u u u 18 GA. GALV. , ,,%0 • 0 E i+i i+i " ♦� •• MINIM 8 LONG UM i_►�'�•� ti+may , , 1 • • �� . ♦� `:•i 'i�� `•O. .••O' . , , LUNISTRUT UNISTRUT BOLT UNISTRUT TO FLOOR. SHIM UNDERSIDE AS .�+++•• +�`��•+� PROVIDE FULL CIRCUMFERENCE ��..� " 12 LONG SECTION REQUIRED TO KEEP LEVEL NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) SPACING OF SUPPORTS PER SPECIFICATIONS. SUPPORT SPACING SHALL ON THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK. BE BASED 0T SINGLE NOTES: 1) 2) 3) OF STRENGTH INSULATION HANGER ALL MAXIMUM STEEL COPPER CAST PROVIDE HIGH COMPRESSION CLOSED AT EACH POINT UNISTRUT AND HARDWARE ALLOWABLE PIPE: Y" 2" ,1 PIPE: " IRON PIPE: ALL HANGER AT RIPE -CELL SHALL SPACING OF TO 1Y" - TO 2)c- 10'-0" TO 1Y" - 5'-0" TO 0'-0" ALL CHANGES BE GALVANIZED. HANGERS: T-0" O.C. O.C. O.C. O.C." O.C. OF DIRECTION. HANGER SHEET -METAL FLASHING RECEIVER \10. �'� AIP% GASKETED FASTENERS (MINIMUM 2 PER SIDE) 2x6 MIN. WOOD NAILER ,+. ,1 BONDING ADHESIVE ATTACHED TO SUB SEAM PLATES AND OVERALL THICKNESS TO �• • FASTENERS MATCH INSULATION COVER BOARD AND SINGLE -PLY ROOF THERMAL INSULATION MEMBRANE 10 ROOF • PENETRATION ROOF DECK o REFRIGERANT PIPE SUPPORT 0- MULTIPLE PIPE HANGER W NOT TO SCALE SEPARATE NOT TO SCALE • • NOT TO SCALE NOT TO SCALE PhHlMJT ANC APPROVAL REQUIRED Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 J ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA. FCQ 2 0 2014 P E I Lt f9 CCN9ER 1 SEAL SHEET TITLE MECHANICAL DETAILS SHEET NO. DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRI I I EN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ROOF UNISTRUT MOUNTED TO WALL SUPPLY AIR DUCT HEADER -\ ( SUPPLY AIR GRILLE PIPES PENETRATE INTO LOADING DOCK AREA. FIRE CAULK PENETRATIONS. REFER TO FLOOR PLAN FOR CONTINUATION. s -3/4" PUMPED CONDENSATE LINE 7/8" HOT GAS LINE 5/8" LIQUID LINE i JJ MOTORIZED BACKDRAFT DAMPER 30/26 SUPPLY DUCT �-FLEXIBLE CONNECTION OFCI LEAK DETECTION CABLE. SECURE TO FLOOR. -\\ FINISHED FLOOR CRAC Ca. n UPFLOW CRAC UNIT NOT TO SCALE LEAK DETECTION MODULE 2x2x1/8 GALV ANGLE IRON; SECURE TO FLOOR AND CAULK. NEOPRENE VIBRATION ISOLATION PADS ROOF \am/\/\L_\/ 7/8" HOT GAS, 5/8" LIQUID, AND 3/4" PCD PRE -ACTION RM 3 SUPPLY AIR DUCT HEADER SUPPLY AIR GRILLE WITH MANUAL VOLUME DAMPER CRAC MOTORIZED BACKDRAFT DAMPER FLEXIBLE CONNECTION RA UPS ELECT. RM FINISHED FLOOR SEISMIC ANCHORING. REFER TO STRUCT. ROOF 1 �AAA.A nilnn (2)1-3/8" HOT GAS (2)7/8" LIQUID LINE 3/4"PCD 3/4"HUM COMPRESSOR ASSEMBLY HELD WELD UNIT TO FLOOR STAND. REFER TO STRUCT. PRE -FABRICATED SEISMIC FLOOR STAND. REFER TO_______--**- STRUCT. OFCI LEAK DETECTION MODULE FINISHED FLOOR OFCI LEAK DETECTION CABLE. SECURE TO FLOOR. j TWO -TIERED UNISTRUT PIPING SUPPORT CRAC (OFCI) n FRONT ELEVATION DOWNFLOW CRAC:. UNIT NOT TO SCALE (2)56"Wx36"H RETURN AIR OPENINGS FOR EACH CRAC UNIT. 1-1/2" ANGLE IRON FRAME AND 3/4" EXPANDED METAL WELDED TO INSIDE. FILTER ASSEMBLY ELECTRIC BOX ASSEMBLY (2)24"Hx56"W SUPPLY AIR OPENINGS BELOW RAISED FLOOR. 2x2x1/8 GALV ANGLE IRON; SECURE TO FLOOR AND CAULK1 .I OFCI SEISMIC ANCHORING. REFER TO STRUCT. (2)56"W OPENIN( SECURIT LA (2 uc FLEXI (2)2 OPEN 30" ROOF \ / \ / \ / 4"Hx56"W \ / \ ,j--/ \ / \ / \ RA I TWO -TIERED UNISTRUT PIPING SUPPORT I REFRIGERANT m a A o o fjA PIPING AA o 0 0 x36"H RETURN AIRS ;S WITH EXPANDED METAL Y GRATES FOR EACH UNIT.-= (-IN CEILING )1-1/8" HOT GAS, (2)7/8" IUID, AND 3/4" PCD DATA CENTER REFRIGERANT PIPING m m so A o (jib 0 0 0 HUM PIPING PCD PIPING LIGHT FIXTURE N-OFCI FILTER ASSEMBLY. FILTERS REMOVED FRONT OF PLENUM. MECHANICAL THROUGH CORRIDOR BLE DUCT CONNECTION SUPPLY AIR INGS BELOW RAISED FLOOR. RAISED FLOOR CRAC „..--EC SHIPPEDFANS AIN INI POSITIONTOREMINSIDETHEIR UNIT. PROGRAM SHUTDOWN BACKDRAFT. INSULATED WRAPPED FLOOR STAND. FANS TO ROTATE UPON TO PREVENT SHEET METAL PLENUM AROUND SEISMIC OFCI LEAK OFCI LEAK DETECTION DETECTION 1CABLE MODULE .____. SA A` CONCRETE F1LOOR i u d SHEET METAL BLANK OFF PANEL \-- 2x2x1/8 GALV ANGLE IRON; SECURED TO FRAME FOR ALL SIDE E L EVATI 0 N SECURE TO FLOOR AND CAULK. FUTURE CRACS. n 0 a a PROVIDE REFRIGERANT SHUT OFF VALVES. AIR-COOLED CONDENSER (OUTDOORS) 0 0 AIR-COOLED CONDENSER a a (OUTDOORS) A L OFCI UEBERT DSE RECEIVER PIPING SUPPORTS (TYP.) ROOF /'-- ----/ 1 HOT GAS LINE (2)\ PROVIDE REFRIGERANT SHUT OFF VALVES -' A ►oa COOLING COIL ECONOMIZER REFRIGERANT PUMP LIQUID LINE (2) .11 I� i I., xxnxnxnxnxxxxxxxAxAxnxx Qx�A 1 L CRAC UNIT (INDOOR) 0 CH -- COMP. (2) 110 1 r J ROOF PIPING PENETRATION. CURB AND HOOD PROVIDED AND INSTALLED BY GC. REF DETAIL ?/M7.1. TWO(2) SETS OF REFRIG PIPING CIRCUITS. REFER TO MANUFACTURER AND DRAWINGS FOR QUANTITIES, SIZES, APPURTENANCES, AND ROUTING DETAILS. CONTROL WIRING IN CONDUIT BY ELECT CONT. REFER TO ELECT DWGS. RETURN AIR FILTERS CONTROL PANEL SMOKE DETECTOR TIED INTO EXISTING BUILDING FIRE ALARM CONDENSATE DRAIN PAN CONDENSATE PUMP �- MOUNT CRAC UNIT ON SUPPORT STAND. STAND FURNISHED WITH UNIT CONDENSATE PIPING ROUTE TO EXISTING LINE AND TIE IN TMOUNT MOISTURE DETECTION MODULE. DETECTOR FURNISHED WITH UNIT. RUN HOT GAS PIPING LEVEL OR SLOPE AWAY FROM THE COMPRESSOR (IN DIRECTION OF FLOW). RAISED FLOOR FLOOR SLAB Factory provided internal 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 CRAC 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 but will not shut the unit off. DX SYSTEMS - CRAC SEQUENCE OF --: OPERATION AND REFRIGERANT PIPING DETAIL NOT TO SCALE SEPARATE PERMIT AND Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 X cn r • ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA FEB 2 0 2014 ER PFRron- CENTER S. J SHEET TITLE l MEC CAL DETAILS �SFIEETNO DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 APPROVAL REQUIRED J PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. SPUT RING TYPE HANGER PRINKLER PIPE CLEVIS TYPE HANGER HANGER ROD TURNBUCKLE l■l ' :u1 N4401....00) SPRINKLER PIPE . n NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS: STEEL PIPE: Y" TO 1" - 7'-0" O.C. 2" TO 2Y" - 10'-0" O.C. COPPER PIPE: Yz" TO 14" - 5-0" O.C. 2" TO 2Y" - . 8'-0" O.C. CAST IRON PIPE: ALL - 10'-0" O.C. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. SINGLE PIPE HANGER NOT TO SCALE DEMISING WALL OR RATED PARTITION — SHEETMETAL SLEEVE PROVIDE ESCUTCHEON PLATE ON PIPES EXPOSED WITHIN ROOMS. `SPRINKLER. PIPE FILL VOID WITH APPROVED NON-COMBUSTIBLE MATERIAL (ROCK WOOL INSULATION). AT RATED PARTITIONS, SEAL BOTH ENDS OF OPENING WITH APPROVED FIRE -CAULK PIPING AT INTERIOR WALL NOT TO SCALE PRE -ACTION ZONE PIPING BACK TO MAIN RISER LOCATION RELEASE CONTROL PANEL ROUTE 2" DRAIN PIPE TO NEAREST FLOOR DRAIN -\ FINISHED FLOOR a 1• ro 0 0 0 CONNECT TO BUILDING FIRE ��ALARM OR CENTRAL STATION MONITORING PANEL r 1. AIR SUPPLY COMPRESSOR TO PROVIDE 30 MIN FILL AS PER NFPA 13 REQUIREMENTS COMPRESSOR TO MAINTAIN STORAGE TANK PRESSURE VIKING "TOTALPAC-3" DOUBLE -INTERLOCKED PRE -ACTION SYSTEM WITH "N2-BLAST" NITROGEN CORROSION INHIBITING SYSTEM NITROGEN STORAGE TANK PRE -ACTION SYSTEM DETAIL NOT TO SCALE PREACTION FIRE PROTECTION SYSTEM SPECIFICATIONS A. CONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE PACKAGED DOUBLE -INTERLOCK PRE -ACTION SYSTEM BY VIKING "1OTALPAC-3" WITH "N2-BLAST" NITROGEN CORROSION INHIBITING SYSTEM OPTION IN ACCORDANCE WITH NFPA 13 AND THE REQUIREMENTS OF THE LOCAL FIRE MARSHALL. B. AFTER ACTIVATION, NO PORTION OF THE FIRE PROTECTION SYSTEMS SHALL BE TURNED OFF, MODIFIED OR CHANGED IN ANY WAY WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN PERMISSION OF THE OWNER REPRESENTATIVE IN ORDER TO PROTECT SYSTEMS WHICH SHALL REMAIN IN SERVICE. C. THE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13. THREADED FITTINGS AND UNIONS SHALL BE USED FOR SIZES UP TO 2". THREADED FITTINGS SHALL BE CLASS 150 MALLEABLE IRON OR CLASS 125 CAST IRON IN ACCORDANCE WITH ANSI B13.3. FLANGES SHALL BE CLASS 150 STEEL FLANGES FOR THREADED CONNECTION IN ACCORDANCE WITH ANSI B16.5. A UL LISTED GROOVED PIPING CONNECTION SYSTEM WITH "ROLLED -GROOVES" SHALL BE USED FOR PIPING 2-1/2" AND LARGER. D. ALL PIPING SYSTEM MATERIALS, COMPONENTS AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13, CODE AND THE REQUIREMENTS OF FACTORY MUTUAL. ALL PREACTION PIPING SHALL BE SCHED 40 BLACK STEEL E. ALL PIPING SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING CONSTRUCTION. ALL PIPING SHALL BE INSTALLED SO AS TO ALLOW FOR EXPANSION. F. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER AND WHEREVER POSSIBLE, PARALLEL RUNS OF, HORIZONTAL PIPING SHALL BE GROUPED TOGETHER ON TRAPEZE TYPE HANGERS. THE USE OF WIRE OR PERFORATED METAL TO SUPPORT PIPES WILL NOT BE PERMITTED. HANGING PIPES FROM OTHER PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL BE AS REQUIRED BY NFPA 13. ALL SPRINKLER PIPING SHALL BE ADEQUATELY SUPPORTED TO AVOID EXCESS STRAIN ON FITTINGS AND JOINTS. G. ALL FIRE PROTECTION PIPING SHALL BE PITCHED TO DRAIN IN ACCORDANCE WITH NFPA 13. PROVIDE VALVES WITH HOSE CONNECTIONS AT ALL SYSTEM DRAIN POINTS. H. PIPING FABRICATION AND SPRINKLER DRAWINGS SHALL BE SUBMITTED FOR ALL SPRINKLER PIPING. PIPE FABRICATION AND SPRINKLER DRAWINGS SHALL BE TO SCALE ON 1/8" SCALE BUILDING FLOOR PLANS AND SHALL INDICATE PIPE SIZE, FITTINGS, VALVES, ACCESSORIES, CONNECTIONS, SUPPORT REQUIREMENTS, PIPE ELEVATIONS AND OTHER INFORMATION REQUIRED FOR COORDINATION WITH OTHER TRADES AND FABRICATION OF PIPING. PIPE FABRICATION AND SPRINKLER DRAWINGS SHALL BE COORDINATED WITH OTHER TRADES AND BUILDING CONSTRUCTION PRIOR TO SUBMITTAL FOR APPROVAL ALL FIRE PROTECTION PIPING SHALL BE THOROUGHLY FLUSHED TO REMOVE ANY SLAG OR DEBRIS PRIOR TO BEING TESTED OR PUT INTO SERVICE. SPRINKLER PIPING SHALL BE TESTED WITH AIR PRESSURE PRIOR TO WATER TEST WHICH THEN SHALL BE PRESSURE TESTED FOR 2 HOURS AT PRESSURE IN ACCORDANCE WITH NFPA 13. ADDITIONAL TESTING SHALL BE PROVIDED AS REQUIRED BY LOCAL AUTHORITIES. J. ALL COMPONENTS OF THE FIRE PROTECTION SHALL BE UL LABELED AND FM APPROVED FOR THEIR INTENDED. USE. K. PROVIDE A COMPLETE SPRINKLER SYSTEM FOR THE FLOOR AND ABOVE CEILING AS NECESSARY THE ENTIRE SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13 THE CITY BUILDING CODES. L. SPARE SPRINKLER HEADS SHALL BE PROVIDED AND TURNED OVER TO THE OWNER'S REPRESENTATIVE AT THE TIME OF SUBSTANTIAL COMPLETION. SPRINKLER HEAD QUANTITIES SHALL BE IN ACCORDANCE WITH NFPA RECOMMENDATIONS AND SHALL BE FURNISHED WITH A WALL MOUNTED METAL STORAGE CABINET WITH AN ENGRAVED NAMEPLATE AND APPROPRIATE INSTALLATION WRENCHES FOR EACH HEAD TYPE FURNISHED. S. T. M. AT THE TIME OF SUBSTANTIAL COMPLETION, THE SPRINKLER SUBCONTRACTOR SHALL EXECUTE AN "INSPECTION AGREEMENT" WITH THE OWNER. THIS AGREEMENT SHALL BE EXECUTED AT NO COST TO THE OWNER AND SHALL INCLUDE FOUR INSPECTIONS OF THE ENTIRE SPRINKLER SYSTEM DURING THE WARRANTY PERIOD, EACH WITH A "REPORT OF INSPECTION" FORM AS DETAILED IN NFPA-13A OR THE NATIONAL FIRE SPRINKLER ASSOCIATION TO THE OWNER. U. THE FINAL INSPECTION SHALL INCLUDE OPERATION AND LUBRICATION OF ALL VALVES, CLEANING OF ALL ALARM VALVES AND OPERATIONAL TESTING OF ALL SYSTEM ELECTRICAL AND ALARM COMPONENTS. N. SPRINKLER HEADS i) VIKING MODEL B1 "SEMI -CONCEALED" - COORDINATE WITH ARCH. SPRINKLER HEAD SHALL BE UL LISTED AND FM APPROVED WITH WHITE PLATE. . FINAL APPROVAL FOR THIS SPRINKLER HEAD SHALL BE BY THE OWNER'S REPRESENTATIVE. ii) SPRINKLER HEADS SHALL BE 1657- RATED. 0. FIRE PROTECTION VALVES VICTAULIC SERIES 705W FIRELOCK BUTTERFLY VALVE WITH BUILT IN TAMPER SWITCH. DUCTILE IRON BODY AND DISC WITH EPDM DISC COATING. SERIES 705W VALVE IS UL LISTED AND FM APPROVED FOR 300PSI SERVICE. VALVES SHALL BE UL LISTED AND FM APPROVED FOR FIRE PROTECTION USE. P. FIRE LINE CHECK VALVE TO 150 PSI i) CHECK VALVES SHALL BE OF A TYPE HAVING IRON BODY, BRASS SEAT AND DISCS, CLEARWAY SWINGING, WITH DRIP CONNECTIONS, DESIGNED FOR 175 POUNDS WATER WORKING PRESSURE. VALVES SHALL BE UL LISTING AND FM APPROVED FOR FIRE PROTECTION USE. 2" AND LARGER GRINNELL/MUELLER NO. A-2120-6. FURNISH WITH ALL REQUIRED TRIM. Q. SPRINKLER ALARM VALVES i) VIKING, SIZE AS REQUIRED SPRINKLER ALARM VALVE WITH RETARD, VARIABLE PRESSURE WITH CLOSED RETARD DRAIN TRIM, FLOW SWITCH (ELECTRIC SPRINKLER ALARM SWITCH), MECHANICAL WATER BELL AND DRAIN AND ALL OTHER REQUIRED TRIM. R. SPRINKLER DELUGE VALVES i) VIKING, SIZE AS REQUIRED SPRINKLER DELUGE VALVE WITH OTHER REQUIRED COMPONENTS FOR A COMPLETE UL LISTED ASSEMBLY FOR PRE -ACTION SYSTEM. V. w. X. AIR COMPRESSOR i) 120NVOG LTS/1PH/1 5ODEL D2 EAMPSOICONNECTION.ERVISERY AIR SUPPLY WITH PRESSURE GAUGES i) FURNISH AND INSTALL POTTER-ROEMER FIG. NO. 6240 POLISHED BRASS CASE, 1/4" NPT MALE CONNECTION, GLASS ENCLOSED, 0-300 PSI DIAL PRESSURE GAUGES WITH ISOLATION VALVES, AS SHOWN ON SPRINKLER TAP DETAIL APPROVED MANUFACTURERS ARE AS FOLLOWS: i) SPRINKLER HEADS:RELIABLE, VIKING OR GEM/GRINNELL. ii) FIRE PROTECTION SPECIALTIES: POTTER-ROEMER, RELIABLE, VIKING OR GEM/GRINNELL. iii) FIRE PROTECTION VALVES: POTTER-ROEMER, STOCKHAM, : OR GRINNELL/MUELLER. iv) FIRE PROTECTION TEST/DRAIN VALVES: VICTAULIC OR AN APPROVED SUBSTITUTE. ALL VALVES WHICH EFFECT THE FLOW . OF FIRE WATER SHALL BE SUPERVISED. THE SUPERVISORY SWITCHES SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR AND WIRED BY DIVISION 16. SUPERVISORY SWITCHES SHALL BE POTTER ELECTRIC SIGNAL CO. MODEL OSYS-U OR AN APPROVED SUBSTITUTE. FLOW SWITCHES SHALL BE FURNISHED AND INSTALLED FOR EACH SPRINKLER ZONE BY THIS CONTRACTOR AND WIRED BY DIVISION 16. FLOW SWITCHES SHALL BE GRINNELL/POTTER SWITCH MODEL VSR-D/VSR-T OR AN APPROVED SUBSTITUTE WATER FLOW DETECTORS AND SHALL BE UL LISTED, FM APPROVED FOR PRESSURES TO 300 PSI. THE PRE -ACTION SYSTEM SHALL ALSO EQUIP WITH DRY CONTACT CIRCUIT TO BE FIELD WIRE FROM THE BUILDING FIRE ALARM SYSTEM, AUTOMATIC EMERGENCY POWER. ELECTRICAL TROUBLE AND MAIN ALARM BELLS, MANUAL PULL STATION (EMERGENCY). FIRE EXTINGUISHERS A. PROVIDE AND INSTALL THREE(3) 10 LB. HALOTRON OR FE36 FIRE EXTINGUISHERS. B. HALOTRON IS A "CLEAN AGENT" HYDROCHLOROFLUOROCARBON DISCHARGED AS A RAPIDLY EVAPORATING LIQUID WHICH LEAVES NO RESIDUE. C. HALOTRON IS PRESSURIZED WITH ARGON GAS AND IS AN EPA AND FAA APPROVED HCFC BLEND B AGENT APPROVED FOR USE ON CLASS A, B, AND C FIRES. D. HALOTRON IS INTENDED FOR USE IN AREAS SUCH AS COMPUTER ROOMS, TELECOMMUNICATIONS FACILITIES, CLEAN ROOMS, AND DATA STORAGE AREAS. E. COORDINATE LOCATIONS OF FIRE EXTINGUISHERS WITH ARCH. PREACTION FIRE PROTECTION SYSTEM OPERATION A. THE SYSTEM SHALL BE A DOUBLE INTERLOCKED SYSTEM, REQUIRING BOTH A CROSS -ZONE SMOKE DETECTION ALARM AND A LOSS OF AIR PRESSURE IN THE PIPING SYSTEM BEFORE THE PREACTION VALVE RELEASES WATER TO THE SYSTEM. B. THE FOLLOWING ACTIONS SHALL ANNUNCIATE AT THE PREACTION PANEL AND THE BUILDING FIRE ALARM PANEL: 1) SMOKE DETECTION 2) PIPING SYSTEM AIR PRESSURE LOSS 3) WATER FLOW ALARM THROUGH THE DELUGE VALVE 4) WATER PRESSURE ALARM ALL ALARM INDICATORS ADDED TO THE EXISTING BUILDING FIRE ALARM PANEL SHALL BE LABELED WITH A "DATA CENTER" PREFIX AND THE CORRESPONDING ACTION ALARM. C. ALL OF THE PREACTION FIRE ALARM CONTROL PANEL SHALL BE ON THE LIFE SAFETY BRANCH OF EMERGENCY POWER WITH INTERNAL BATTERY BACKUP. THE REMAINING FIRE PROTECTION SYSTEM COMPONENTS SHALL BE ON THE EMERGENCY POWER EQUIPMENT BRANCH SERVED BY NEW PANEL ELA. PREACTION FIRE PROTECTION SYSTEM CRITERIA A. CONTRACTOR SHALL COORDINATE AND CONNECT FIRE ALARM SIGNAL WITH THE BUILDING FIRE ALARM SYSTEM. B. THE SPRINKLER PIPING AND HEADS SHALL BE LOCATED AS REQUIRED. SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED AND INSTALLED IN ACCORDANCE WITH LOCAL CODE AND NFPA 13. C. CALCULATIONS SHALL MEET THESE MINIMUM REQUIREMENTS: 0.15 GPM/FT" 2 OVER THE MOST REMOTE 2000 FT"'2. D. SPRINKLER HEADS SHALL BE RATED AT 165'F. E. SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH ROLLED GROOVE OR SCREWED FITTINGS. FIRE DRAWING INDEX NUMBER DRAWING TITLE F0.1 - FIRE PROTECTION NOTES, SPECIFICATIONS, & DETAILS F2.1 FIRE PROTECTION SPRINKLER PLAN SEPARATE i 10400 Rodgers Road HOUSTON, TEXAS 77070 Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 X CD Cm- Ph: 281-374-8644 Fax: 281-374-8992 D: EDCSEA01 LU co co co co 5 0 I— Q 542 T _ Co Q cNI C7 � f i ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT RECEIVED CITY OF TUKWILA 2 0 201'i FEB CENTER PEfillIT ) SHEET TITLE FIRE PROTECTION NOTES,SPECS & DET. DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 SHEET NO. APPROVAL REQUIRED PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 113) FCU040001 1 T T LU GEN01000 (600Kw) GEN02000 (600Kw) ri- m EXF01000 1 0 0 0 N) 0 z w 0 0 PRF-ACTIhN SPf INKI FR rr I* 1I 1 !I 11 I1 1 I ► I1 I 4. _.-*+i--X--X-->" X--(--X-. -x-i-- (--3f-- ` '` 1 n_it + T TTTT --------1 1 00. 30 . 300. 300. 300. 300.i— TT T 00. 300. 300. 300. 300. 300. 1 1 2 1 1 3 1 4 I 5 I 6 1 1 7 1 8 I 9 I 10 1 11 11 12 l I I 1 1 1 1 II 1 1 1 11 11 J- J- J- J- ._L. _Li J_ J_ J- J_ _!1__ J 1 I- - - -- -- - - - - I I T I—TTTTTTTTT'T71 V 0.1400.1 00.1400.140 "+ $.1400.1400.1 40.1400.1400.1400.1400.1400.1400.1400.1 * II' 1 2 I I3 1 4 1 Nor1 7 1 8 I I 1 10 ill112 1 13 1 14 1 4 1t6 IT 1 ' 1 1 1 f T Ii TTTTT IfTTTTTT_IT-1y 1 00.1500.1 00.1500.1500.1500.1500.1500.1 00.1500.1500.1500.1500.1500.15 10.1500.1 1f1 1 2 113 1 4 1 5 1 6 1 7 1 8 119 1 10 1 11 1 12 1 13 1 14 1 1 p 1 16 1 y t _L_L_J_ _L_ _L_ J_ .1_ _1__L_L_ _1__Ll_l_J PR -ACTION SPRINKLER ' j A ZOE 2 -DATA CENTER I I I 1 ---I--- ❑{----------1---I- * I * 4-EI Tm7TTI TT-TTTTT-lo.T 1600. I 00.1600.1600.1600.16 00.1600.1 00.1600.1600.1600.1600.1600.16c0.1600. I 14112113 1 4 1 5 1 6 1 7 1 8 I* 1 10 1 11 1 12 1 13 1 14 1 11i 1 16 11 LT _I_1 1 1 1 1 _1_ _1_ _1_ _L1,I_ ___ __IT f i -1 - - -T- -1--,- T-I-- TAT-1-TTTTI • 0.1700.17100.1700. (70 1.1700.1700.1+0.1700.1700.1700.1700. 710.1700. -14. I I I 1 2 113 1 4 1 5 1 6 1 7 1 8 I (9 110 1 11 1 12 ( 13 ' I' l I _L * J_ _L_ __L_ _L_ J_ J _ _L L r 1TTf T-1--,-----7-1--ITT-I-TIT7 1 00.1800.1800.1800.1800.1800.1800.1800.1 00.1800.1800.1800.1800.1800.1800.1800.1 • 1 2 1 13 1 4 1 5 1 6 1 7 1 8 l I 1 10 1 11 1 12 1 13 114 11, 1 16 1 I _L__!_i__L_L_ _L_ _L_ 1 1 _1_ _L_-L__L1il4 1 ! I I I 1 I I I 1 * * ! I * 1 * 1 FIRE SPRINKLER PLAN SCALE. 1/8•4-0• FCU1000 F® WH-1 JB-1 1 FD-1 We-1 LAV=1 FCU200 Lu GENERAL NOTES 1. REFER TO SHEET F0.1 FOR SPRINKLER SYSTEM SPECIFICATIONS AND DETAILS. 2. FINAL DESIGN OF PRE -ACTION SPRINKLER SYSTEM TO BE ENGINEERED BY SELECTED FIRE PROTECTION CONTRACTOR/ENGINEER AND SUBMITTED TO BCEI FOR REVIEW AND APPROVAL AND SUBSEQUENTLY ISSUED TO CITY FOR PERMITTING. 3. COORDINATE LOCATION OF SPRINKLER HEADS IN DATA CENTER WITH LIGHT FIXTURES AND RETURN AIR GRILLES. 4. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM DESIGN AND SPECIFICATIONS. 5. RAISED FLOOR HEIGHT IS 30" IN THE DATA CENTER, AND CEILING HEIGHT IS 12'-0"" ABOVE RAISED FLOOR. 6. SPACE ABOVE THE CEILING IS BEING UTILIZED AS A RETURN AIR PLENUM. RETURN AIR GRILLES TO BE LOCATED OVER ALL HOT AISLES IN DATA CENTER. 7. CRAC UNITS TO BE DE -ENERGIZED UPON ACTIVATION OF CROSS -ZONE DETECTION OR EPO EVENT. 8. EXISTING WET SPRINKLER SYSTEM IN NEW DATA CENTER TO BE KEPT IN OPERATION UNTIL SCHEDULED TIME TO RECONNECT TO EXISTING SPRINKLER VALVE AS NOTED ON PLANS, IF REQUIRED BY LOCAL AHJ. COORDINATE SCHEDULING OF SYSTEM TRANSFER WITH BCEI/OWNER. PROVIDE TEMPORARY FIRE WATCH AS NECESSARY DURING SWITCHOVER. 03 04 05 06 07 08 KEYED NOTES EXISTING BASE BUILDING WET FIRE SPRINKLER PIPING BRANCH. FIELD VERIFY EXACT LOCATION. DEMOLISH ALL EXISTING WET FIRE SPRINKLER MAIN, BRANCHES AND SPRINKLER HEADS BEYOND THIS POINT. CONNECT TO EXISTING, REDISTRIBUTE TO ALL AREAS NOTED AS WET SPRINKLER AND REROUTE 4" TO PRE -ACTION PACKAGES IN SPRINKLER ROOM. ROUTE NEW 4" WET FIRE SPRINKLER PIPING TO NEW PRE -ACTION PACKAGES IN SPRINKLER ROOM AS SHOWN. ROUTE NEW GALVANIZED PRE -ACTION PIPING TO ASSOCIATED ZONE. PROVIDE SPRINKLER HEAD LAYOUT, LOCATION, AND TYPE IN COORDINATION WITH CEILING (IF APPLICABLE). ROUTE 2" PRE -ACTION DRAIN THROUGH EXTERIOR WALL AND TURN DOWN ONTO SPLASH BLOCK. COORDINATE WITH ELECT CONT FOR LOCATION OF CONDUITS AND JUNCTION BOXES. REDISTRIBUTE WET FIRE SPRINKLER PIPING AND HEADS AS REQUIRED BY CODE IN THESE ROOMS. EXTEND NEW WET SPRINKLER PIPING TO SERVE WET SPRINKLER ZONES AS INDICATED BY NOTE 6. PROVIDE AND INSTALL NITROGEN AUTO -PURGE. MECHANICAL LEGEND EXISTING TO REMAIN -*-- --x -x--x-- - EXISTING TO BE DEMOLISHED NEW WET SPRINKLER PIPING NEW PRE -ACTION PIPING - - - - SEPARATE PERMIT AND APPROVAL REQUIRED Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 4c9X cD c C$) co to 675 cri J ISSUES &REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT t RECEIVED CITY OF TU WILA FEB 2 0 2014 PERMIT CENTER .01 SEAL. JExPIREa O4o.14;. SHEETTTTLE • "(IRE SPRINKLER PLAN SHEET NO. DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 J PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.