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Permit D15-0205 - CENTURYLINK - BATTERY ROOM EXPANSION
CENTURYLINK 610IS180 TH ST 101 D15-0205 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 3523049120 Address: 6101 S 180TH ST 101 Project Name: CENTURYLINK Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028, TUKWILA, WA, 98138 Contact Person: Name: MELODY DERRICK Address: 980 S HARNEY, SEATTLE, WA, 98109 Contractor: Name: CHARTER CONST INC Address: 980 S HARNEY ST, SEATTLE, WA, 98108 License No: CHARTC1171PM Lender: Name: TRAVELERS CASUALTY & SURETY CO Address: "I , Permit Number: D15-0205 Issue Date: 9/15/2015 Permit Expires On: 3/13/2016 Phone: (206) 382-1900 Phone: (206) 382-1900 Expiration Date: 10/23/2016 DESCRIPTION OF WORK: EXPAND EXISTING BATTERY ROOM BY 200 SQ FT. ADDITIONAL 50 TON AIR HANDLER UNIT AND (3) EXHAUST FANS WILL BE ADDED TO THE SPACE. DUCTWORK MODIFICATIONS, RELOCATION OF SPRINKLER HEADS TO ACCOMODATE NEW DUCTING/ROOF PENETRATIONS Project Valuation: $645,517.00 Fees Collected: $10,082.62 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: ftIRA Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume o give authority to violate or cancel the provisions of any other state or local laws regLAting consAction or a performance of work. I am authorized to sign and obtain this development permit a0 agree t th condit' ns attached to this permit. Signature: L Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: 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. 6: 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. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. S: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 15: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 39: The battery room shall maintain compliance with International Fire Code Section 608 Stationary Storage Battery Systems. 20: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 19: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 16: 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) 17: 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) 18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 21: Maintain fire extinguisher coverage throughout. 38: 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) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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 1008.1.9.1) 25: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 29: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 26: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 31: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 33: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM 4044 SI-FIRE RESIST JNTS 4041 SI-SPRAY FIRE -RESIST 4004 SI-WELDING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hi!p://www.TukN&i]aWA.F-ov Building Permit No. W le) — Project No. Date Application Accepted: Date Application Expires: use 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 / / p M King Cc Assessor's Tax No.: 3.5 �% �(� 17 Site Address: d P� �e ! d 0 Suite Number: Floor: Tenant PROPERTY OWNER Name: e- Address: City: State: Zip: CONTACT PERSON - person receiving all project communication Name: O Address: 5e Q` City: lie e Zip O Stat��g IT Phone;Z06_S - 00 Fax: Email: 6, e r` e 6- GENERAL CONTRACTOR INFORMATION Company Name: Address n t�2 City: State: Zip: O Phone- c�( Fax: Contr Reg No.: CF�A �Ci Mxp Date: 3 O ` Tukwila Business License No.: BUS- Oqq 51 -7 H: ApplicationsTo=-Applications On LineV01I ApplicationsTwnit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ .....Yes [..No ARCHITECT OF RECORD Company Name: 1� Architect Name: Address: E `-State: City: (` A Z' : , 2S Phone? �_ - f U Fax: Email: A P I� ENGINEER OF RECORD Company Name: C r Engineer Name: Address: Zso f� A S - -S�P— Zd0 City: StateL. 2 G Phone:yzs-` v g- �i5w Fax: Email: 1r Q� LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Tr�� Address: City: State: Zip: Pagel of 4 3%—� BUILDING PERMIT INFORMATION — J6431-3670 Valuation of Project (contractor's bid price): $ 6 9 �, 5 % 7. _ Existing Building Valuation: $ Describe the scope of work (please provide detailed information): --c�-�'�•,,� � ; t--�. tea' v.,.. � �-- � � Q,�.�arr��' --�-�S ts- ` �,,['"� Will there be new rack storage? ❑..... Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 2 Id Floor Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....... Yes El ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [ ....... Sprinklers ...... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ❑ .......No If ` yes , attach list of materials and storage locations on a separate 8-112 " x I I "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fo=-Applications On Line\2011 ApplicationsTcnrnit Application Revised - 8-9-1 Ldo" Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFOR-mLATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline El.. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ . Renton El.. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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. Submitted with Application (mark boxes which appl ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ ..Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ 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 ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size " ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ 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: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip 11:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 3 of 4 bh 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 Print N Date: O ' I z — 2�0ls— Day Telephone: 0— f) 7 /— Mailing Address: � � f C � ��� ��o-�`'�`� to U AV �j &15 City State Zip WApplicationsTorms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 Ldocz Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS• PermitTRAK QUANTITY PAID $6,229.22 D15-0205 Address: 6101 S 180TH ST 101 Apn: 3523049120 $6,229.22 DEVELOPMENT $5,932.80 PERMIT FEE R000.322.100.00.00 0.00 $5,928.30 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $296.42 TECHNOLOGY FEE TOTAL PAID BY RECEIPT:R6161 R000.322.900.04.00 0.00 $296.42 $6,229.22 Date Paid: Tuesday, September 15, 2015 Paid By: CHARTER CONST INC Pay Method: CHECK 122161 Printed: Tuesday, September 15, 2015 11:47 AM 1 of 1 II l�SYS7EM5 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $4,626.33 D15-0205 Address: 6101 S 180TH ST 101 Apn: 3523049120 $3,853.40 DEVELOPMENT $3,853.40 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,853.40 M15-0103 Address: 6101 S 180TH ST 101 Apn: 3523049120 $772.93 MECHANICAL $772.93 PLAN CHECK FEE TOTAL FEES PAID R000.322.102.00.00 0.00 $772.93 Date Paid: Wednesday, August 12, 2015 Paid By: DOUGLAS DUNDAS Pay Method: CREDIT CARD 04581D Printed: Wednesday, August 12, 2015 12:02 PM 1 of 1 RSY57EM5 V- INSPECTION RECORD, P/S-® Z � Retain a copy with perm, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r r <� (_{ 4' C Type f3f{Ins echo ; �ml�j A (. a. � 4 Address: (2'-' f 6 (gokf#E ;0-1(6 ate Call -. Special Instructions: 1" " 1 Date Wanted: 7 / a.m. Z.../ G/� Ip p.m. 1RNueuster: b 13hone �O: C� vl, (Izilae 'ICJ - lJ b 7,T 0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call. to schedule reinspection. INSPECTION RECORDryl f�- Retain a copy with permit D(-_� :a® I CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje Type of In lion: Address: Pate Called: Special Instructions: Age Date Wanted: ) a.m Requester:a� j Phone 4 3� `q Approved per applicable codes. l� Corrections required prior to approval. COMMENTS: Inspector: /� Date: 1 1 49 //-5� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD. with permit Retain a copy pet I PS�ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- Type of inspection: Address: / a�� /O Date Called: / I A/ Special nstructions: 4 Date Wanted: a. % p.m. Requester: Phone No: QApproved per applicable codes. Corrections required prior to approval. I' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 10 INSPECTION RECORD Retain a copy with permit INTnCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1,i- 14 C Type of Inspection: Sit fRf1 �drt6` Address: 0 si- �0 rv-5 I f4( Date Call Special Instructions: _ , n I e q k y A cl'-\ Date W.4nt a.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. NA INSPECTION RECORD Retain a copy with permit fl��' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r Type of Inspection: !r A d ©s: Sa a 60 Date Caged: Special Instructions: Date Wanted: r a.m. J p.m. Reque ter: Du �,��'' 'Ct—,. Phone N bi •-- b W_ 6L p g r 'i/ fll b ( o( v Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Q �(. i Q ti Cf- Inspector: DatY, �� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD r t Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: c 4; Type of Inspection CA- 1��,rl, l �&) KL-- Address: �`o , s ) �p Contact Person`: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -A K Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: InspectorU_ �'� <-L, Date: �j Z f f Hrs.: r ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 1,13 OTTO ROSENAU & ASSOCIATES; INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA ._ Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com November 19, 2015 RECEIVE® DEC 212016 City of Tukwila Building Department ('^mmunity C:vaiopment 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Centuryl-ink Battery Room Expansion Address: 6101 S. 180th Street, Tukwila FINAL REPORT Permit Number: D15-0205 Job Number: 15-0705 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Structural steel erection 2. Mechanical anchor bolt installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Crista Moser Report Manager C � ENGINEERING I T_J n It-, N STRUCTURAL CALCULATIONS CenturyLink Cyber Center REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 1 2015 City of Tukwila BUILDING DIVISION Ass -ono s 250 4th Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 6101 S 180th St Tukwila, WA 98188 RECEIVED CITY OF TUKWILA AUG 12 2015 PERMIT, CENTER WA ;z 9. �h Ii Y` 0811112015 CG Project No.: 15117.10 i I Project Description and Scope The CenturyLink Cyber Center project is located at 6101 S 180th Street, in Tukwila, WA. Two new rooftop exhaust fans are to be installed on the existing roof framing, and one new HVAC unit will be installed on an existing structural steel frame above the roof level that currently supports multiple chiller units. We will also design a new maintenance catwalk to access the proposed HVAC unit. Our scope of work is to design new steel framing that will connect to the existing steel frame to support the proposed HVAC unit and catwalk. We will also check the existing building roof framing to support the proposed exhaust fans. As part of this scope of work, we will provide stamped structural calculations and stamped structural drawing sheets consisting of framing details, shear wall & hold-down schedules, and structural notes. Gravity Summary Design Per 2012 IBC Floor Gravity Design Loads Roof DL 15 PSF Roof LL (Snow) 25 PSF Catwalk Grating DL 7.4 PSF Catwalk LL 40 PSF New Proposed Rooftop Units RTU-16A (Rooftop Unit) 4688 LBS Centrifugal Exhaust Fan 320 LBS Louvered Exhaust Fan 780 LBS Lateral Summary Design Per 2012 IBC & ASCE 7-10 Seismic Parameters Soil Site Class E SDs = 0.859 (Lat. 47.44107, Long.-122.25601) R = 6.0 (Airside HVAC, Fans) I =1.0 (Non -Essential Facility) Wind Parameters 110 MPH Wind Speed, 3-Sec Gust Exposure Category C Iw -1.0 (Non -Essential Facility) Mean Roof Height = 31.S' Above Grade Elevation Description Pro ect5umma ey COP Date 05 15 15 Checked Date ENGINEERING Scale Sheet No. 250 4th Ave, south Project Centu Lfnk C ber Center Job No. I Suite 200 15117.10 Edmonds, WASS= CXis-r btft torsos Roo F na, fLocP jDb, WO Boo SF = 881000 SF wvuuvrmj 1.0 �UEM. Detti)4 2.0 3;vs is TUAL UoF wt = 123,Zk. MZtH C6,6LOCT Z,O SM,;jxLet, t•s Ce��tNG l,o 14 %F . r-'4'rERio2 lt:,A4. Wt 30' 7-ALL �y�� 'fH,ik. SE►SWk-- C&>Ati, UAL- IQC7,t �� a 1360 iLP Z iZ X -DiR L+�Ai�•S : CoOt EYY ipi Y' D Ozsor f> 1160 Ptf' = 1 aoo k ME C4 rcPTFoW AWt, 32s V- vP'#rs-fFCAWE 13S' kL sc[FEaaL-Au f SuvA,RT LiO V Description S�EiSIN�C BY Date VMS — Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Edmonds, WA 98020 Project @►J rMY U OOILL Job No. 425.778.8500 www.cgengineering.com HUAc o►.) ( tc-t 3ae-t Etc RAF Sei17 c9Reo LwB I®k5 @ 6VOC * ?m OL'J6,1&) t S7evcT v RAL MAY /4DD S=* Nital LvAt 'M fti'r ZoILT a ? "U L Pn wr NStav kVAC. Muir = "WO WAY $CIMPIMS 0- Pt44zEL .1O1NTd To Mnt, L"& To E)(IST Tw T 6x12bm PO DLr ►CPsF SL= L5PSF Lx s'r' TolS7 6.16 R. LeAD;uQ We 1Cf-z6: ttsp}-450ptF mr��• �� = suok•Ft PUTC&db G, ►creme. L cr►sa, NA P = -480# m�s ` 614K'Ck UP: Pb . '#8c use = 0,6V, L to tEILCb'I-sT iL-.e StlO+e'� 36 114 1"CA64Se 761L 1t3L 3404a IbecCmSe. ►ice C'2",7Y ton 4% r--rhl STe"er er AeCcp-MlIf U7ff-AL- /bt&.otlgr- AceEPyAhe B'? /io5paT-reers l 4M Description EX ROOF FR.AMiO4 BY Oates /2 /s Checked Date 41 ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Edmonds, WA98020 project lob No. 425.778.8500 www.cgengineering.com C XHAuST -FAy : cY oo P= 78o#/-z = 3qo# d— RAL-C UNIT WT &166lc PT 6 XIZ rLAT (WI c eL66WI- 8 s �v Av = 0 . 05 JAL = L/1ti 10 VSE PT 6 YIZ FLAT WK St-E�t'��S S66 vJao o woe leS Ovf PVT Description ENGINEERING C XH UAST F Ati SL�c �c r2s 250 4th Ave. South Suite 200 project Edmonds, WA 98020 425.778.8500 www.cgengineering.com c-t A E By c�Date Checked Date Scale Sheet No. Job No. js1(�.l0 ® WoodWork® COMPANY PROJECT s May 15, 201613:471 PT Steepecwwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location )ft] Magnitude Vnit tern Start End 9ta rt End Loa nead Point 3.02 39a lbs Self-wei ht Dead Full UDL 14.7 if Maximum Reactions (lbs), Bearing Capacities (Ibs) and Bearing Lengths (in) : Unfactored• Dead Factored: Total 239 239 239 239 Bearing: Capacity Beam 1884 1884 Supports 2355 2355 Anal/Des Beam 0.13 0.13 Support 0.10 0.10 Load comb 41 41 Length 0.50• 0.50. Min req'd 0.50• 0.50" Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.00 1.00 Fc au 625 625 Minimum bearing length setting used: 112" for end supports 6x12 PT Sleeper Timber -soft, D.Fir-L, No.2, 6x12 (5-112'x11-11W') Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: W-0.6"; Service: wet; lateral support: top- at supports, bottom= at supports: Oblique angle: 90.0 deg; PT Sleeperwwb WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN woodworks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NOS 2012: Criterion Analysis Value Desi o Value Anal sis/Deli n Shear x-x fv - 0 Fv' - 1 2 fv/Fv' 0.0 y-y fv - 6 Fv' - 122 fv/Fv' - 0.05 Bending;+) x-x fb - 0 Fb' - 627 fb/Fb' - 0.00 y-y fb - 138 Fb' - 630 fb/Fb' - 0.22 Live Defl'n negligible Total Defl'n 0.02 - <L/999 0.30 - L/240 0.06 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCi Fvy' 110 0.90 1.00 1.00 - - - - 1.00 0.80 - 1 Fby' e75 0.90 1.00 1.00 1.000 1.000 1.00 1.00 1.00 0.80 - I Fcp' 625 - 0.67 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.on - - - - 1.00 0.95 - I Emin' 0.47 million 1.00 1.00 - - - - 1.00 0.95 - 1 CRITICAL LOAD COMBINATIONS: Shear : LC 41 - D only, V - 235, V design - 235 lbs Bending(+): LC O1 - D only, M - 651 lbs-ft Deflection: LC 41 ^ D only (total) Ddead L-live S-snow W-wind I -impact Lr-roof live Lc -concentrated E-earthquake A71 LC,a are listed in the Analysis output Load combinations: ASCE 7-10 / TBC 2012 CALCULATIONS: Deflection: E7 - 848e06 lb-in2 EIy - 203e06 lb-in2 "Live" deflection - Deflection from all non -dead loads (live, wind, snow-) Total Deflection - 1.00(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012). the Naforial Design Specineation (NDS 2012), and NOS Design Supplement. 2. Please verify that the default defection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4A.1. O (9) 0 0 �A�7iAL ROOF �4+nuwG fit,=1'-c• 12 STANDARD LOAD TABLE J OPEN WEB STEEL. JOISTS, K-SERIES Based on a Maximum Allowable Tensile Stress of 30,000 psi JOIST 18K4 18K5 18K8 18K7 18K9. 18K10 20K3 20K4 20K5 20K6 20K7 2OK9 '20KI0 22K4 22K5 22K6 22K7 22K4 22K10 22KII DESIGNATION DEPTH (IN.) 18 18 18 18 18 18 20 20 20 20 20 20 20 22 22 22 22 22 22 22 APPROX. V. ]6,6 72 7.7 e.5 9.0 101 11.7 67 7.0 8.2 89 e2 10,8 12,2 8.0 8.8 92 91 11.3 12,6 13.E (ibs.lftj SPAN (tt ) 18 550 550 550 550 550 5150 550 860 111% 550 550 vlo 550 550 19 514 650 550 550 650 550 550 491 523 523 523 523 523 523 20 463 650 550 550 550 550 SM 617 550 550 550 550 550 550 423 4eo 490 4SO 4E10 41n 490 517 50 550 511 550 550 660 21 420 606 650 550 650 650 550 468 550 650 650 550 550 550 3434 426 460 460 460 110 460 453 520 520 520 520 520 520 22 382 460 518 550 550 550 65Q 426 514 550 550 550 550 550 $50 550 550 550 550 550 650 31ill' 370 414 430 128 431i 4aii 31` 461 490 ,1"0 4Qo 490 490 548 540 548 Sd8 548 518 $11 23 349 420 473 616 550 550 550 389 469 529 650 550 550 $50 518 550 550 550 550 550 550 276 323 362 393 418 418 418 3d4 402 451 466 466 468 468 491 518 518 518 518 5I8 518 24 320 WS 434 473 $26 550 050 357 430 465 528 550 550 550 475 536 550 550 550 550 560 242 2e4 318 34.5 2.1,2 396 SM 302 353 396 410 443 448 448 431 433 495 495 4SS 495 496 25 294 355 400 435 485 550 550 329 396 446 486 541 650 550 438 493 537 550 650 $50 550 214 250 1281 1 345 1317 337 1 337 1 266 312 1 350 1 390 1 421 426 426 1 3a1 427 1 464, 474 1 474 1 474 474 26 272 328 369 402 446 538 650 304 368 412 449 600 550 550 : 404 455 496 5% 650 550 550 1S0 222 249 271 299 354 361 236 277 310 337 373 405 405 336 379 411 454 4c4 464 454 27 252 303 142 372 416 498 650 281 339 382 416 463 550 550 374 422 459 512 550 550 550 162 1S8 222 24 1. 267 315 347 211 247 277 5;11 ;>33 3M 363 301 337 267 400 432 432 432 28 234 282 3u3 346 355 463 648 261 315 355 386 430 517 550 348 392 427 475 550 550 550 151 177 190 216 23S 262 331 168 221 248 269 238 353 376 270 ,iv2 328 30 413 413 413 29 M 263 296 322 359 431 Sri 243 293 330 360 401 482 550 324 365 398 443 532 550 550 13c 159 119 1k4 2 1 5 1.54 22.0E 170 199 2.23 242 253 317 289 1422 272 295 321 387 399 3AQZI 30 21a 245 276 301 335 402 477 227 274 308 336 374 450 533 302 ',w 371 413 497 550 550 123 144 161 175 MI. 229 269 163 179 291 218 242 286 33B 219 245 266 205 349 M5 3iC: 31 229 258 281 313 376 446 212 256 289 314 350 421 409 283 319 347 387 465 550 550 146 158 175 20, 243 138 162 162 1" 21' 25si 304 128 222 24.1 267 316 32 - 242 2E4 294 353 418 210 271 295 328 31�5 468 265 2" 326 363 436 517 549 132 144 159 166 221 147 165 179 199 2,15 276 "0 201, 21.9 242 20317 3% 33 ') '> 246 276 332 3r, .--_ 226 254 277 309 371 440 249 281 306 341 410 486 532 i71 2}i 131 15�1 1,:3 1c1 211 251 16: 183 izQ 221 261 ':07 331 34 15 ), 233 260 312 370 17 F 261 2£9 349 414 � 265 263 321 ?88 d,T?5 516 14 1;P2 1«> FA � 149 1Z *5 22G 167, 182 202 239 290 314 245 2Ni 349 .'- 246 274 32<3 390 : 272 303 364 432 494 121 143 ieii ..E., E+.,,.'.. 137 tat 1t9 21C 1ti7 ki`a 219 25J 292 36 '� 232 278 330 259 311 369 249 ": 288 344 408 46Y 111 1 1r1 v 9 4 a 9 201 236 2c9 37 14% t7$ £- 245 294 349 198 271 325 386 442 s y 125' 151 17a .t 156 1.85 217 247 38 1kT.- 1.701€-m 232 279 �335'i 1 ". 2E,6 308 a136 419 139 1 &' '� 14 , 170 200 228 39 i3$, iB1 -'=. �y 314 ,, .:$.:k 243 292 347 3w 40 15 � � ',. 1 J 1 151 18b 211 377 41 � �•x f;,9 i6i d2 6S "1 113 s 299 342 A U^ 948 1f:8 43 i#66$- 2815 326 158 44 1 s 272 311 128 146 'IT 15 VERY IMPORTANT FOR JOIST SPECIFIERS AND ERECTORS TO KNOW THAT OSHA IS INTERPRETING 29CFR• 1926.751(C)2 TO MEAN ALL JOIST FORTY (40) FEET (12192MM) AND LONGER TO REQUIRE A ROW OF BOLTED BRIDGING TO BE IN PLACE BEFORE SLACKENING OF HOIST LINES. .7 x UNSUPPORTED SPAN witm PER SQ. FT. aBS.) BEARING BAR SIZE 2'-0" 2'.6" 3'-O" 9 -6" 44" 4'-6" 5',•0" 5-6- 64" 6,-6" 7'-0" 8'-0" 4' 0" 19-4 19-2 l5-4 I5-2 I1-4 11�2 7-4 7-2 314 x 1f8 U D C 1) 355 .099 355 079 227 .155 284 .124 158 .223 237 .179 116 .304 203 243 89 .397 178 .31.8 ?a .503 158 .402 4.8 4.9 5.7 6.4 3 7.2 9.7 10.7 r ; , . 1 r r + 4.0 r e lot 314 X 3116 0 b 533 i l 5-, .079, 341. 15.5 . 426 °:`124 237 .223 355 ' 179 1?'4 .304 305 ..243 13. 3 7 266 .318 237, .402 125 .377 281 .302 r a t r p 5,.6 6,4 6.9 7.7 9.2 10.0 14.5 1.&0 1 x 118 f U U C D 632 074 632 .060 404 ilfi 505 a93 "" .168 421 .134 206 .228 361 .182 156 .298 316 .238 101 .466 253 .372 .466 379 .372 1 158 .372 395 298 84 S63 230 .451 12 563 ;i4=£ .4511, 130 .4.51 359 .360 70 fi70 211 .536 105 . -670 316 S36 110 .536 329 .429 t 5.1 r ' 7.4 93 81 .621 ( .730 6.4 304 282 .504 .584 5.9 6.2 7.1 8.2 9.0 1.2.9 L42 1 x 3116 f 17 C 1) 04- 074 947 .060; -�606 .116 758 .093 421 . ,68 632 , .134 1 309 .223 541 .1132 237 298 474 .238 187i``152 .377 421 .302 8.4 9.2 10.2 12.1 13.1 19.4 21.3 J 1/4 z 1/8 U D C D 987 .060 987 .048 632 .093 789 .074 439 .134 658 .107 322 .182 564 .146 247 .238 493 1 .191 '195 .302 439 .241 7.4 7.8 8,8 10.3 11.3 15.8 17.1 1�Jf4,x 3f 16 3$BLY 18ia3 �47` -658 07 483 846 370 740 191 292 653 241 237 S`12 .298 196 a3S93- .360 - 164 .29 gtb #55 .504 121. 429 23' .584 9.0 10.0 11.2 12.2 14.9 15.9 23.8 25.7 1 I/2 x l f$ t1 D C D 1421 050 1421 040 909 078 1137 .062 632 .112 947 .089 464 .152 81.2 .122 355 .199 711 .159 281 .251 632 .201 227 .310 568 1248 188 .376 51? .300 158 .447 474 358% 135 .524 437 .420 116 89 608 .794 406 355 .487 .636 70 1.006 316 804 7.4 8.4 92 102 12.1 13.1. 1.8.8 20.0 1-Tf2 x 3116 Ti C i7 1 332: 21332 .04£ 1 64 078 1705 i .062 ''947 112 1421 089 606 152 1218 1221 S33 199 1066 150 ' 421 251 947 .20 t 341 310 851 248 282 37 7 5 360 337; `,47 711 .358 202 -.524 658 .420 174 133' .608 714 609 .533 .487 06 5 1,!,-)()006 474 .804 1 11.1 12.5 13.7 15.1 1&1 19.6 28.1 ' 30.7 1-3/4 x 3/16 U Tt C D 12901 I 0.13 2901 034 18i7 067 2321 053 1289 090 1934 .077 947 I 130 1658 104 725 170 1451 l36 S73 215 1289 t72 464 26fr 1161 .2t3 384 322 1055 .257 322 383 967 .306 275 .450 893 .36a 237 181 .527 .68'1 829 725 417 .545 143 .8fi2 645 .689 a 2 7 141 t c,7 17,1 r0,n 22 3 32.5 i4.4 Zx3 J6 f D037 t D 3189" 3789, '.U:1Ci' 2415 058 3632 3147 1684 084 2526 .067 1237 114 2165 .,091 947 149 1895 A 19 7-19 169 1684 .151 606 233 1516 .186 5�01 '282 1378 ,215 -427 335 1263 .268 359 393 1166 315 309 237 456 .596 1083 947 365 -477 187 .754 842 .603. 14.3 15.7 17.8 19.2 23.7 25.1 36.9I38.6 {1 2 1 4 x 3 J6 f f U 1) C D 47961 033' 4796 026 3069 0-2 3837 .041 2132 071 3197 .060 1566 101 2741 .081, 1199 132 2.398 .106 �1480 947 1.65 21.32 .134 767 207 1918 .166 634 250 1744 .200 533 298 1599 .238 454 350 1476 .280 392 300 406 530 1370 1'199 .324 .424 237 670 1066 .536 15.9 17.4 19.8 21.2 26.5 27.9'41..3 4322 2 1f7x 3f16 f) C 030047 92t11037 789 737 2£132 067 3947, ',054 1933 091 3383 i173 119 296'1 .095 11701 iSl 26,12 121 947 18 , 26rs " 149. } 21 1 18f7..' 658 268 1974 215 561 483 315 365 'i8x2 1592 2a2 .292 370 477 5480 381 292 f'03 131b .483 17.$ 1ti.0 21.8 23.3 29.2 30.7 45.6 47.5 NOTE: WHEN GRATINGS WITH SERRATED BEARING OARS ARE SELECTED, THE DEPTH OF GRATING REOUIRED TO SERVICE A SPE(IFIfV LUAU WILL Of 114" (sxtArcx MAN 111R151IMN IN 1111 moos AxUve. 'rite loads shown above are for type 19 4 and 19-2 gratings. To determine the load carrying capacity for alternative bar spacings, multiply the loads giver, by the follow- ing conversion factors (Dffl EGTION REMAINS CONK ANTI: FOR TYPES 15-4 AND 15-2. 1.26 FOR TYPES 11-4 AND 1 J-2. 1.72 FOR TYPES 1-4 AND 7-2. 2.71 For deflection of not more titan 114' when subjected to the severest of the following: (1) the uniform loads below; (2) under concentrated rnld-span loads of 300 tbs. up to 6-0" span; or (3) 400 tbs. for spans 6'-0' and over. SAFE UNIFORM LOAD LBS./SO. FT 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 54" 5'-6" 6'-O" 6'-6" 7'-O" 8'-0" 91.0" 50 I I x 118 1 x 1/8 1 x 1,18 1 x 1,8 1 x 3/16 11.1/4 x 118 I.1M x 3/16 1.112 x 3116 1-3/4 x 3116 1-3/4 x 3,1176 2 x 3/16 2.1/4 x 3116 75 1x1/6 1x118 1xIts 1x1;'6 1x316 I1-1/4x1/8 1.114x3116 1.112x3116 1.314x31161-314x3116 2x3116 2.114x3116 J00 1xi/8 1x118 txti8 1x1/8 1x317C+ 1-114x1/8 1,114x3,11.6 1.1/2x3/16 1-314x3116 1.314x3/16 2.1/4x3/16 2-1/2x3il6 125 1 x 118 1 x 1/8 1 x 1/8 i x 118 1-1/4 x 116 1-114 x 3/16 1.1/2 x 118 1.1/2 x 3/16 1-314 x 3/14 2 x 3/16 2.1/4 x 3/16 - 150 1 x 118 1 x 1 88 1 x 118 1 x 3116 1.114 x 1/8 1.114 x 3116 1-1/2 x 3/16 1.3/4 x 3/16 1-3r4 x 3,`1.6 2 x 3116 2.1/2 x 3/10 - 200 t x 1/8 1 x 118 1 x 1/8 1.1/4 x 118 1.1/4 x 3,16 1-112 x 3/14 1-3/4 x 3116 1-314 x 3/16 12 x 3i16 2.114 x 3/16 - - 300 1 x 118 1 x 3116 1 x 3/16 1-114 x 3/16 1-1/2 x 3116 1.314 x 3116 2 x 3/1.4 2 x 3/16 2.1/4 x 3116 2-1/2 x 3/16 - - 9I-.EGAT■NGPACIFIC C Service. Quality. Reliability. www.gratingpacific.com Fil 0 dc��1A j 4 $E A PA ?--I ( C, P- A -rime, SO P091 OOPST LAC&— ) T21g = V-o" (Ii' Wip& C,Rf TIW- 1 Dt =.7,ypsf �G,ekTrnrc,l L L — L(() fs f p: 30r PL + I d o a LL W. Is P+- t 40 # l c FI- M, /m,Ik= 0.6g U Jti / V. 1A = U . 0 72 ruo n` 1076 1,L, uSG NSS 3x3 x % I it Sc-E ENE2 tact gc--hm R-Z (M . / L-I RATING Soffjv ) N, -3' (zTU 11 pSf (6, IZp-r ING. 01- `IbSsfs (IirTuj /(gtt'xlc.zs'� 33. 6 pSF (R-rU ) z ,_0 I, i(a#PL l i�a k tt, RIMEMEMEMEM. Now- LIL= 140 X-F(6-1h-/t7IAA, I (3?vNL(-) i w= ?' (:7`I psa + `0psr) + t KU ref (SC-(SMte,) W= 15 S D L t 9 0 L I- ►�L;~ M- /M, luI - 0. 0 z8 ® I VS6 wIZ X 26 0EC-L �1VI V, /V., /,R = O. o ► 9 9 SEE ENeetAL c OVT(A/r / -'LO fi pL\ 1+ 3�� tL )J 56-ISWIIG LOAD = 6?6,41W75-'= 1-10.4 FL-F (Marti ANCttoitAC,E SfR&AV SNK-T) Description By � Date s/�iZ/IS ENGINEERING ZTU LfATWAI-k �� .I'�Li m io4, Checked boi-4 Date Scale Sheet No. 250 4th Ave. South Suite 200 project Job No. Edmonds, WA 98020 CG NT�t� C I Nlc 425.778.000 ) V www.cgengineering.com Res -i jig] �38 N fx4ewe^� oceeoeece�d��ee � g 886.6gg d6 8 # o oa000aoeed000d c I g mm xx < a E N � 2 8 � � crcvo acn c+>-cimc; p, � G ✓t T 0k`om3 �F44�^o cgisc jN 5�jc 0 oa d Rd M C r ti h S g a a$in fl o 0 - a� z�`SS`:ngYS'4'aaSaS4S ci a ra u- b g 9 4 4 4 E - rL) / �i2�7uJ l.� gwr ri?Am N P L ZTV / („1z Art Nt, Sapp zT) .n/ K = Z'- o �' (G RIFT l T- - -- '� Di_ 7 9 Kic L L _'(u P' ?20,# Di, +3:70,f IL YV-iZ��3•°(PSF +�lups�� = IsOLrg(�tl PL-P Q. Od S va (� rr V_ / VN I� _ �. oZ� 0 r� ss� PI USG w 12xz6 Sr�c� gM I SCE 6-NE2Ckc.6 OJ7?Vr _(C X ) P- -FL) 1 LAt\,yWz f4kM IN4 CMG- A WI L-- 2 —I P= 141/6 . I h/ t -4w n Jk i t MI,/M, /, L - o, V„ / 4 /,.1 6,6z CAM 6U-Z ?= ivoy l)L + 53,0#1-1- =)uS-t W►z v I L !s "Aa SC-C ENG-Or-AIc altPUT 1P a 6L P r .. 11,y PL a CISrrl� 3539&(ci J Description By /G 10 Date p (E) 1ZT11 / C#LT w AL 1< fr%2iM (WC, Checked Date ENGINEERING Scale sheet No. 250 4th Ave. South Suite 200 Project Job No. Edmonds, WA 98020 425.778eerin / C N �' J n ,/ L/N� !n rG www425.7 ineering.com G_ V P !7 o o.-cao _ca. cs o-o cr OO. �i Ocap9p4'i6Ci t300 tr '1�'°i ii'^.,XXA,, ¢a¢arb'6jdVG�S C.� q.rCL`GfJ7i�r'i CJ W...aUt LLtX 3 pp o.T o S 9-& 3 0 11, it awl' t I 3 10 C i i e� x gg gg o� 4 � rYS'o��atw7: a = # s 9 ta Bi v U n c YY c {i: N�AOaD SMit FS 1}SSSj 15 �• d.F � (S.F }.0 " ram- � � .. z, )y8a 2E 8 8 :i� 'r? 2 F, IS c _ 9i9 -oss }n $ o{{jjgg A.„.�2 .- .- — _.. — T — Otq E s SPAS 51 1 2.2 pop Op nO ((-x ) 9TLk /4 ATVJALW- ACRAM106, 72iB ` I'- 10/6' (412A'ifN4`i PL = �. LI psf L L = lid Psf V✓= I. M 17.4 + 40) W = ILI p L + 7S LL pLF W f n ' /g36>� bL l`z3�3f�c� ZLl#Pt, t 12SW1,L ( (632NIL,�t,1 YZ. = 33,4 PL i• 1�� L L A 1 Imo, /p. lot, r 0 • 130 Q p3 Z0# PL- -r 16 711 LL .2 = 0-6N4 1°y 100Ar . D L- + i633�,I' c L I1G—X P5 = �?I DL -r Llg6/-CL w(Z><ya rrEG-L 13M rs f�0«l.Vi4tGll SEG GYvE�ZGskt,c �Ta� 1 ,4—N M ae- LI PL : 1`1 PSf (GQp-7N4) U, =40 PSf ((,f?ATfNi,) DL- 33.6 Ps,( (erru) SG l Svv� i G-= cl0 pLF CAL•{,,L CGa7Rc1,Sl P, Z8q DL f K 80 sf(,� Pz : 63711bL r 6 Z3 j i c P3 : 'to W nl— 4- z l 3 f/ LL Py = 4 $a tl 01, + 12134 c 1. a I O to l} (,L 4MDescriptior ENGINERING �C— X E 250 4th Ave. South Suite 200 project Edmonds, WA98020 425.778.8500 www.cgengineering.com P, Pz Pj 1p', I Ps b /-tIIli OL ll 3-z6Y rl u, f�N /b-, U 0, $ 1'1 e �1. /11„ A _ 6.1 Zu 0 3U1_ G,, %3z6,1a PC l 31I711 #- Lu ) =XWZ X26 136NM 19 APC- Q JA-t6 1 SCE CNC(Z CotL,C OUT fVT. By C<1 Date (1? T V A"( w A L K. f I M M I Nt^ Checked Date Scale Sheet No. Cc&rl()2Z LINE ob No. I �� Is//� / o PIPM ppfP, P nA$4Pi fi fiinF'in HAP NFISr 3�3R2 it !�4�¢ '1 8 i'$14o $$E$ $$$$ $$8'� s£E$ SEES;�' $c_i e8$$ 8E8'$ BESS rF4 F4 =;�$' ;4aV, 5�uR V2 3sys 0*�Si SEE$ fi$v^ NPV2 2O'sF S$FIS 2St5i5i gyp. 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Fi w (2 XLlo IS R0ECdt/A'fG- �f Sic GN�(�C�I,� o�PUT Description By c Date S//3 / /S ENGINEERING x 2T GA7 W A 1.fe I �� checked Date Scale Sheet No. 250 4th Ave. South Suite 200 project Job No. Edmonds, WA 98020 2 v+ww.cgengineering.com :c'a I` c P_ p Y Y � N n .�.4I 99 i m N$a`E gE I-��• va _ ' Ein x8 oro J a" R 8 R R R ■Qo3N mr�t E.2 >I o c c o 0 I N �U �pya� ► �`•+�j •C�.p�s�ry p O��i � C'l o o d O O � o im!` � ]E N _C�^.�u� •O �0 out J;'t, I w OOG I IG'S E0 �U odccon N a ;; a `x d�Sm y S COOOoO C c� F-.. as ��d9c3mE c amEg Eg of $ 8 8 888 8 8$8 aia� d .wl�n ai Ji` c—�=-c yEc `4g �S $i$. 9 8 A-ZHA R 6-9 4.� �m �;' � — amcetgs ui�F�anaaac 2 Ea atd8 Ea I EI$ Ec 01 U 75 a —lib U y $� aac E: jS u . �-'2 �"'�`•a�'.' csEE c'� nr c tog� w q:e �. v wa �tn V`U o I mn.., ► ,Q_m O`. % pia �O a<�1:112 Qo 2 1Z A., Mul mc p% K `�.� � �, � �' > ~� SITE - � ��'• =i � � a f ` Test' ck r G ,,r j t7 EtV GI(V EER1MGi 250 4th Ave. South Suitr 200 Edmonds, WA 98020 Aerial Site Photo CUP 1 5/13/2015 1 N.T.S. --12 15117.10 '�> • 5/13(2015 Design Maps Summary Report OMUGS Design Maps Summary Report User -Specified Input Report Title 15117.10 CenturyLink Cyber Center Wed May 13, 2015 15:56:11 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.441070N, 122.25601°W Site Soil Classification Site Class E - "Soft Clay Soil" Risk Category I/II/III 50U 50n1 M mapquest USGS-Provided Output F0 T 4E `-m U) iv d `� 4 0 De Moines ip 4 c� 0 � j 1S MapQuej sqal* stal c1 .r• Mute tr•,, NORTH___-__. A M E R i C A Ke nt data G201S 'Op ! 0 mapQuest Ss = 1.431 g SMs = 1.288 g Sos = 0.859 g �4 - 617, y-f!�d S1 = 0.534 g SM3 = 1.281 g Sol = 0.854 g ( ? `(oo For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.43 1.30 1.1 r 1.n4 0.91 O� 0. 7 2 0.65 0.52 0.39 0.2G 0.13 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) 0.55 0.50 0.81 4.72 0.53 O+ 0.54 V N 0.45 0.?G 0.2F 0.18 0.05 0.00 0.00 0.20 0.40 O.GO 0.20 1.00 1.20 1.40 1.GO LGO 2.00 Period, T (sec) Design Response Spectrum r' L Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the httpYlehp3•earthquake.wr.usgs.gov/desigrmaps/us/summary.php?template=mlrrma181atitude=47.4410739&Ionotude=-122.25600710000003&siteclass=4&risk... 1/2 Topo North AmericaT" 10 5 8 Bou !ward P Irk l �+� ' 128TH S r 14 N TH S I Riverian 4 i Carona ..._ S 1 6Th� ST 3 Foster r urutei Pa f J yr, ;rt Tt- 514() 5T ? Oj i 'PQ m� 166 f �� 900 vl 0 sti 169 N Hl�tlinc LA`TukWIII j LU Q 51s N Riverton HeiEhts < �7 y�h SOUTHCE I. 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I, MN,.aa•er � �""�—�"� K , ,� � V www.delorme.com 1" = 3,645.6 ft Data Zoom 12.2 Seismic Load Calculation for Components and System (Reference: IBC 2012 Section 1613 & ASCE 7-10 Section 13.3) 0.2s Spectral Response Acceleration, Site Class B, S. = L431 (ASCE 7, Figure 22-1 thru 22-6) 1.0s Spectral Response Acceleration, Site Class B, S, = 0.534 (ASCE 7, Figure 22-1 thru 22-6) Site Class = E (ASCE 7, Section 11.4.2) Seismic Design Category = D (ASCE 7, Tables 11.6-1 & 11.6-2) Site Coefficient per S. & Site Class, F. = 0.90 (ASCE 7, Table 11.4-1) Site Coefficient per S, & Site Class, Fv 2.40 (ASCE 7, Table 11.4-2) StA = F.% = 1288 (ASCE 7, Section 11.4.3) SM, = F„ S, = 1.282 (ASCE 7, Section 11.4.3) SM = 2/3 Sm = 0.859 (ASCE 7, Section 11.4.4) SDl = 2/3 SM, = 0.854 (ASCE 7, Section 11.4.4) (Per ASCE 7-10.13.3) Component Amplification Factor,ap = 2.S (ASCE 7, Table 13.6-2) Component Response Modification Factor, Rp = 6 (ASCE 7, Table 13.6-1) Component Importance factor, = 1.0 (ASCE 7, Table 1.5-2) Component Operating Weight, Wp = Wp (lb) Height in structure at lowest point of attachment of component, z, = 31.5 (ft) Height in structure at highest point of attachment of component, z, = 31.5 (ft) Average Roof Height of Structure, h = 31.5 (ft) Seismic design force, F. = 0.43,SWWp (1+2z/h) Rp/Ip (Eq.13.3-1) Max. seismic design force, Fp.,,. = 1.65,[,Wp (Eq.13.3-2) Min. seismic design force, Fp,N. = 0.3SoslpWp (Eq.13.3-3) Seismic design force at lowest point, Fp, - 0.429 Wp Fp 1AvGF 0.429 Seismic design force at highest point, Fp, = 0.429 Wp Min. seismic design force, F,*, - 0.M Wp Max. seismic design force, Fpp,,. = 1.374 Wp Seismic design force, Fp(ASD) = 0.307 Wp 4 O 4r i I CGP I 5/13/2015 ENGINEGRING Draw oac, Seismic Loads For Components &Systems ^ 250 dth Ave. South CenturVUnk N.T.S. er Center (I Sufte 200 ae. Edmonds, WA 98020 15117.10 Wind Load Calculation for Other Structures (Reference: 2012 IBC Section 1609 & ASCE 7-10 Chapter 29) Wind Veladtv Pressure: Average Roof Height of Building, h (ft) Height of Other Structure, z (ft) Basic Wind Speed, Vs, (mph) Exposure Category Risk Category Velocity Pressure Coefficient, Kh Topographic Factor, K. Wind Directionality Factor, Kd Velocity Pressure, qh (psf) = 31.5 (Per Architectural Drawings) = 315 (Per Architectural Drawings) = 110 (ASCE Figure 26.S-1) = B JASCE Section 26.7.3) = II (IBC Table LS-1) = 0.71 (ASCE Section 29.3.1 & Table 29.3-1) = 1.00 (ASCE Section 26.8.2 & Figure 26.8-1) = 045 (AXE Section 26.6 & Table 26.6-1) = 0.00256KhKztKdVA2 (AXE Eq. 29.3-1) qh = 18.65 psf Design Wind Load on Other Structures Horiz Gust Effect/Force Coefficient, (GCr) = 1.9 (AXE Section 29.5.1) Vert Gust Effect/Force Coefficient, (GCr) = 1.5 (ASCE Section 29.5.1) Projected Area Normal to the Wind, Aror Ar (ft?) = Ar or Ar (Projected Wind Area) Design Lateral Wind Load, F (lbs) = gh(GCr)Af & (ASCE Eq. 29.5-2 & 29.5-3) gh(GCdAr I EC EERGG suite 200 Edmonds, WA 98020 LRFD Horiz Force, Fh - 3SA psf x Ar Vert Force, Fv = 28.0 psf x Ar ASO Horjz Force, Fh = 21.3 psf x At Vert Force, FV = 16.8 psf x Ar K_ or K. (ASCE Table 29.9-1t B Exposure C Exposure D 0.57 0.85 L03 tHeIghtExposure 0.57 0.85 L03 0.62 0.90 L08 0.66 0.94 L12 30 0.70 0.98 1.16 40 0.76 L04 L22 so 0.81 L09 L27 60 0.85 L13 L31 70 0.89 L17 L34 So 0.93 L21 L38 90 0.96 L24 L40 100 0.99 L26 1.43 120 1.04 1.31 L48 140 1.09 L36 L52 160 1.13 L39 L55 180 1.17 143 L58 200 L20 1.46 L61 Wind loads For Components and Systems CenturyUnk Cyber tenter CGP 1 5/13/2015 N.TS. 15117,10 S b Input Values B = 64 In (Least output dimension of equipment footprint) L- 83In (Equipment Length) d = 64 In (Distance between anchors/Smallest moment arm) H = 43.625 in (Equipment height) Wt = 780 Ibs (Equipment weight) SE, = 0.859 Applied Forces (LRFO, see previous EQ & Wind ales) FEi,= Seismic Coefficient • Wt= 335 Ibs Fr=t0.2Sc,Wt= 59lbs Fwb = Horiz Pressure' ((B or L)•H) = 891 Ibs I. = Vert Pressure' (B•L) = 1032 Ibs Overturning Moment More = FrhH/2 = 7,304 In-Ibs Marw = Fw H/2 = 19,433 in4bs Resisting Moment ME _ (Wt)d/2 = 24,960 in4bs May [Inlift Load Combinations for Max Uplift LRFD ASD EQ 0.91)+1.OE DAD +0.7E Wind 0.913+1.OW 0.61)+0.6W LRFD (Ibs/side) I ASD ibs/side Tr = (1.OMmE-0.9Mp)/d - FE✓2 = -266 TE _ (0.7M=-0.6MR)/d - 0.7FE /2 = 174 TW = Mmorw-0.91VIp)/d - FwJ2 _ -602 Tw = (0.6M,,,0.6Mj/d - 0.6Fwj2 = -361 Max Shear LRFD Ibs/side ASD Ibs/side VE =1.OFEn = 167 VE = 0.7FE/2 = 117 Vw =1.OFw/2= I 445 Vw = 0.6Fw/2 = 267 Wt-Fv Summary of Anchorage Forces LRFD Tendon, T= NO UPLIFT Ibs Shear, V = 44S Ibs ASD Tension, T = NO UPLIFT lbs Shear, V = 267 Ibs Summary of Anrhoraee Use (4)1/2" tag Screws with 4" of penetration, (1) at each comer of the unit, Min. G� Equipment Anchorage CGP 5/13/2015 ENGINEERING Ch d d D.I. Exhaust Fan Anchorage l2S0 4th Ave. South CenturyUnk Cyber Center N.T.S. Suite 200 lob Na Edmonds, WA 98020 rsrv.ra k Input Values B - 40 In (Least out -out dimension of equipment footprint) L- 40 In (Equipment Length) d - 40 in (Distance between anchors/Smallest moment arm) H - 37.75 in (Equipment height) Wt= 320lbs (Equipment weight) Sd, = 0.859 Applied Forces (EKED. see orevlous EQ& Wind talcs) FEe - Seismic Coefficient " Wt = 137 Ibs FE, = i 0.2SdWt = 24 Ibs Fwe = Horiz Pressure' ((B or L)"H] = 372 Ibs Fw, - Vert Pressure' (B•L) = 311 Ibs Overturning Moment M= = Fp,H/2 = 2,593 in4bs Morw = FWhH/2 = 7,013 in-Ibs Resisting MR - (Wt)d/2 = 6,400 lmlbs Max I Inlift Load Combinations for Max Upiik LRFD ASO EQ 0.913+LOE 0.6D+0.7E Wind 09D+1.OW 0.60+0.6W LRFO (lbs/side) I ASO ibs/side TE _ (LOMr-0.9Mp)/d - Fr/2 = -91 TE _ (0.7M,,-0.6Ma)/d - 0.7FE,/2 = 59 Tw = (1.OMmw-0.9Ma)/d - Fw✓2 = -140 Tw = (0.6Mo w-0.6Ma)/d - 0.6Fw,f2 = -84 Max Shear LRFD fibs/side) ASO Ibs/side VE =1.OFE/2 = 69 0 VE = .7Fr/2 = 48 VW =1.OFw/2= 1 186 Vw = 0.6Fw/2 = 111 Wt- Fv Summary of Anchorage Forces LRFD Tension,T= NOUPUFT Ibs Shear, V- 186 Ibs ASO Tension, T = NO UPLIFT Ibs Shear, V = u1 Ibs Summary of Anchorage Use (4)1/2" Lag Screws with 4" of penetration, (1) at each comer of the unit, Min. Equipment Anchorage I CGP I^� S/13/2015 ENGINEE12111444 3 a,wd wa Centrifugal Fan Anchorage N.T.S. 250 4th Ave. South �enitu �Cerenter Suite 200 "�"' Edmonds, WA 98020 I ti Input Values 8. 100 in (Least out -out dimension of equipment footprint) L = 201 in (Equipment Length) d - 96.75 in (Distance between anchors/Smallest moment arm) H - 67.75 in (Equipment height) wt. 4688lbs (Equipment weight) Sm' 0.859 AooOed Forces (LRFD: see Previous EQA Wind ceics) FE,, - Seismic Coefficient • Wt = 2013 Ibs FE=30.2S&Wt= 346lbs Fwh = Horiz Pressure' [(B or L)'H] = 3351 Ibs Fw, -Vert Pressure' (B'L) - 3904 Ibs Overturning Moment Mon = FE,,H/2 - 68,175 In-ibs Ma,w = Fwi,H/2 = 113,503 in-Ibs Resisting Moment MR = (Wt)d/2 = 226,782 In-lbs May Unlift Load Combinations for Max Uolift LRFD ASO EQ 0.9D+LOE O.6D+0.7E Wind 0.9D+LOW 0.6D+0.6W LRFD (lbs/side) I ASD Ibs/side TE _ (LOMo%4.9MR)/d - FE /2 1 -1,578 Tr - (0.7M. 0.6MR)/d -0.7FE /2 Tw - (L0M0Tw-0.9MR)/d - Fw /2 1 -3,1231 Tw = (0.6Morv-0.6MR)/d - 0.6Fw /2 = -1,874 Max Shear LRFD Ib side ASO Ibs/side VE - LOFE/2 = I Loos VE = 0.7FE/2 - 704 Vw=1.OFw/2= 1 1,675 VW = 0.6Fw/2 = 1,005 Wt - Fv Summary of Anchorage forces LRFD Tension, T a NO UPLIFT Ibs Shear, V = 1,675 Ibs ASD Tension, T- NO UPLIFT Ibs Shear, V = 11005 Ibs Summary of Anchorage Use (4)1/P A307 Through bolts into top of supporting beam flange. (1) at each comer of the uni, Min. I C I Equipment Anchorage I CGP I S/13/2015 ENGINEERING �— arcaed pm RTU Anchorage 250 4th Ave. South CenturyUnk C ber Center N.T.S. Suite 200 Im as ury w Edmonds, WA 99020 k LA-rc2A L 1)EsI6N LAX �-,cv�Tor j�VAf6) GX F-WF rop ,02A.VVI-6-' fGZ Zubb Penc,N IiA&cH YLA-rfag t 1ippso. 33sk UNITSIrksw- I35h S-e6dMolkLL,ISOMJVT 4 7-0 R TOTA L WT f�-A-rFav-iM is S«E�N�p G° MEC�-( QLA'fFo�Nn witib rAI2&A 006S A/G'r (NC96kig6r. W OJO-FotZCG f-ES [S1(`Ue, WOPs gY ,Jvspcc-rccw SEIS6�i C N- ►,.r A p ioC; o vV-f -T u 2 G o -f -r o P ;C IA v+1 (- K . 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Ma UPLIET fe-oM cA-76-el+L AWIALV, (S or Ok 6y'/NS1oC-Glto/n/ sHL-h2 Vn+�Fu : ZG :7� ( go M CA-r& 00 L V,AA)( = 2970/7-sroES - 1 ;SLI // Z1 = I $o /� ILAc, Y lI LA45 '7w{/ Z 1 Z, 4 6'. uS6 (d) 'la 9' X1a" t-k4 5c��ws CFIGCh ICI,?S VMAX= 1.3Z k 4"M (?M Cz-3 (3) = 1-7.1(4 71,3Vt 11 uSG- (3 ) 3/4" 0( A344- t;avTS I �I S! , 163 k-%^ 3.14 K%.•y Kh'` PIA-1C- By C Date (s0(10 N 06-51CAl Checked Date Scale Sheet No. L—I Job No. I /VCR / 5117,1Z) /s l V Ab GO N K6CT(C5AI 0 S / ) ,STEGL TL)96 66NlucCt,dw i J �fGW fiSS TUBC TilItd - got iS hSS � ,,'-H66If BOLTS 0,30-4-1 r,,,c 2.7 Jm�x = yyoll 2„/✓Z Div✓ A f rz-oO uSi= ( j �h" Ar36:7- &T-Ts CHE6tr- VLR-1 6 �(, Z I P=e iy� L G XG x'Al" x z j�,, , 'Ay : 3G 1<Si Z - bti Z'_ ('/`� z iZ} _ o ,3q.43 I - 444- C,ePvrry 065ic,n/ M- /�2 - r`� Z c 36 0. 31.'n� ,`f%K1yl-I" L1-�2 k;n-;, a USG- Cz\ Vz " jd A 344 VI 90 - t? rat.-fs wl (Z) L6 XG )e'/,i"yV/i" AN4LC- (fie'Ocrcal Description ByC Date Checked Date ENGINEERING ./ - / Scale Sheet No. 250 4th Ave. South Suite 200 Project Edmonds, WA 98020 4 U Job No. 3 /� 425.778.8500 So www.cgengineering.com a s� P VrTy CX KLPG UNVC- W&W VpC rMV6a S fCXi<Toi' ->?2RMom. ADDrTrQn/AL WT IS 3�10'3,3 04-- �Dr2 Iec LA7G--P-,4L N zod e `To soppie-r 9&o,/ G 5% of 2604-Top Welds rg y 5661te / WIND APM-A- 4- SGlshniL V,/-1 A06 96-1NG 1Aleec.ASe19 By G ! o % 6 S 5Fl o �v A/ r nr -7pl iG tzo o f rry Oeptw E Lp "7, iWs L (9N ALYsIs, 6v Sc-elecka 4 D-r- Zda 1KC LKTL- P-AL `51157EW1 wortle1q. Ta Description By Date _ D Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 project G �7U� lob No. Edmonds, WA 98020 ` r 425.778.8500 S 11 1 (� www.cgengineering.com G C (s K17 6QL PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0205 PROJECT NAME: CENTURYLINK SITE ADDRESS: 6101 S 180 ST DATE: 08/12/15 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # DEPARTMENTS: aW ( k� t ► Building Division 1�35 I�IA Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # after Permit Issued Awl/ W 0�1 Fire Prevention a Structural ❑ ('PL 1U1,4- 8-17-1,.' Planning Division IR Permit Coordinator IN DATE: 08/18/15 Structural Review Required ❑ DATE: DUE DATE: 09/15/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) 103wy9 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 CHARTER CONST INC Page 1 of 5 Home Inicio en Ispauol Contact Safety Washington State Department of Labor & Industries CHARTER CONST INC Search L&I A-'L Index Help I'My Secure 18.I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 980 S HARNEY STREET SEATTLE, WA98108-2744 Principals 206-382-1900 SALADINO, PETER CARROLL, PRESIDENT KING County COSENTINO, PATRICK, VICE PRESIDENT JACKSON, ERIC, VICE PRESIDENT FIRMANI, FRANK, PRESIDENT (End: 02/17/2011) SALADINO, PETER C, VICE PRESIDENT (End: 02/17/2011) Doing business as CHARTER CONST INC WA UBI No. Business type 600 479 166 Corporation Governing persons ERIC JACKSON PATRICK COSTENTINO; PETER SALADINO; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..................................................................... . Meets current requirements. License specialties GENERAL License no. CHARTCI171 PM Effective — expiration 1011411983-10123/2016 Bond ................. TRAVELERS CAS & SURETY CO $12,000.00 Bond account no. 081S103572915BCM Received by L&I Effective date 10/18/2001 07/22/2001 Expiration date Until Canceled Insurance Indian Harbor Ins Co $1,000,000.00 Policy no. ESG3000554 Received by L&I Effective date 11/03/2014 11/01/2014 https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=600479166&LIC=CHARTCI171PM&SAW= 9/15/2015 SITE PLAN .� SOUTH 180TH STREET ' 9' UTILITIES EASEMENT A.F. 6405583 R=� - - � - 750' -786.92 - �- L = 83.41 „ p = 95' 35. 05 REMUNG AREA Io ntu r Link X �\ � y c TU ImLA CYBER CENTER LIJ \ ` � tf) 0 c ----- -- 6101 SOUTH 180TH STREETI / i 20' WATER ESMT j y I GENERATOR AREA OF WORK ! J ,_--TU ILA WASHINGTON- 98.188 COURTYARD CENTURYLINK SEATTLE TRANSPORT SWITCH SITE �, BLDG 0 / � ENTRY 0101 SOUTH 180TH STREET / r , 217,020 S. F. '_- _--__. _-- apign REQUIRKW KW QLOADING ' LOADING DOCK / / .0M.6cDOCKEiPluasCCC C C /CiYCf/ C N-C S 87' ' 02. 6 \t�A / LC_ COS Permit o. S E G A L E PARK DRIVE D Plan review approval is subject to f rrors and orn.ssions. Approval of Construction docume s does not authorize the 'olation of any adopt cod r ordinance. Recent of app ed Field n co ons is ackrlow-edged: REitlStOl�tS �-� PLAN No charges shall be made to the scope Y. NORTH Of work vidthout prior approval of SITE PLAN TukL'Ala Building Division. MOT4: Pinvis, Jns will require a new p'2n submittal SCALE: " = 40' I :; 3 n� y i�-'�� A ad :tienal pl2n r,�,,� •.► f,� ; City of Tukwila �.:�...__-. WILDING DIVISION GENERAL NOTES ABBREVIATIONS GRAPHIC SYMBOLS VICINITY MAP SUMMARY OF WORK ISSUES REVISIONS 1. DO NOT SCALE DRAWINGS: 7. WEATHERPROOFING: ABV. ABOVE A. - - N0. DESCRIPTION DATE BY MAX. MAXIMUM 2 THE ADDITION OF ONE 50 TON DX ROOF TOP AIR ACTORS DETAIL TWO �- HANDLER TWO 20,000-CFM ROOF -TOP EXHAUST ------ THE CONTRUSE DIMENSIONS SHOWN ON THE DRAWINGS ALL OPENINGS, FLASHING, COUNTERFLASHING AND A.F.F. ABOVE FINISH MECH. MECHANICAL A-4 PaiVaySuperCentera b AND ACTUAL FIELD MEASUREMENT. NOTIFY THE ARCHITECT IF ANY EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS DRAWING FOUR f„gin s,�ab, h _ 1 60� OWNER REVIEW 04/07/15 RJJ FLOOR MFR. MANUFACTURE FANS (ECONOMIZER RELIEF) AND ONE 6 500 CFM DISCREPANCIES ARE FOUND. TO MAKE IT WEATHERPROOF.' -- ---- - --- ---- x - .t ALUM. ALUMINUM MIN. MINIMUM BATTERY ROOM EXHAUST FAN. _ t B. PROVIDE FOR ALL TEMPORARY WEATHERPROOFING DURING THE S SITE 2 100% OWNER REVIEW o5/15/15 ;RJJ 2. DIMENSIONS: COURSE OF WORK TO ASSURE PROTECTION AND FULL OPERATION OF MISC. MISCELLANEOUS B WALL SECTION B ,�h _ . B. ECONOMIZER CONVERSION OF TWO EXISTING - --------I-- --------- ----- - - ---- - -- --- - - ------ ----- - HLY REVIEW ALL PLANS. VERIFY ALL DIMENSIONS AND THE EXISTING FACILITY. BD. BOARD MTL. METAL A-6 S, T•ti st,e"°"°°`�`a. j DRAWING SIX # t�, - . A. THOROROOF TOP UNITS 3 ! BID SET 05/18/15 ;RJJ N G Power SY terns , CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT OF ANY BLDG. BUILDING ----- ---- - ----------- - - -; ----- - - ------ ' C. EXPANSION OF THE BATTERY ROOM INTO PORTION-------.r- ----- DISCREPANCIES. 8. BUILDING AND EQUIPMENT:N.I.C. NOT IN CONTRACT OF EXISTING LOADING DOCK, APPROXIMATELY 200 4 PERMIT SET 08 11 15 RJJ B. VERIFY LOCATION AND DISPOSITION OF EXISTING AND PROPOSED F DEBRIS ACCUMULATION. KEEP WORK AREASa ELEVATION B > ` / / CLG. CEILING NO. NUMBER - ---- !-------------- --- ------ ----- - - - - ----- --T--- -. MECHANICAL, ELECTRICAL, AND DATA UTILITIES AFFECTED BEFORE NEAT AND ORDERLY AS MUCH AS REASONABLY POSSIBLE. CLR. CLEAR N.T.S. NOT TO SCALE A-6 DRAWING SIX3 �, SQ �• STARTING WORK. B. PROVIDE DUST PROTECTION FOR AREAS THAT WILL REMAIN OCCUPIED _,_' D. DUCTWORK MODIFICATIONS. N P ARE T FINISH FA DURING CONSTRUCTION I T CONC. CONCRETE >> -_ _--------; -----_ __-_ _-- --.----------_-_ --- C. DIMENSIONS 0 PLANS 0 FACE OR CENTERLINE OF DU G CONSTRUC 0 INCLUDING, BUT NOT LIMITED TO THE - COLUMNS UNLESS NOTED OTHERWISE. FOLLOWING: TEMPORARY SEALS ON DOORS, TEMPORARY DUST CONT. CONTINUOUS O.A. OVERALL XXX DOOR NUMBER - E. REMOVAL AND ADDITIONAL FIRE/SMOKE DAMPERS a r • Hhino NYF , RELOCATION OF HEAT DETECTORS, FIRE ALARM D. DIMENSIONS TO DOOR OPENINGS ARE TO JAMB OPENING IN STUD PARTITIONS, AND TEMPORARY FILTRATION ON RETURN/SUPPLY CONTR. CONTRACTOR O.C. ON CENTER FJ PROGRAMMING MODIFICATIONS. WALLS. GRILLES. OPNG. OPENING Noah 16M 71N AM. SF�111LE, wAswNGtaN Qrek�id aiauu.Ml v�+o�� 4al li moot hrr uM C. CONTRACTOR TO REMOVE ALL MATERIALS NOT RELATED TO THE DBL. DOUBLE NORTH ARROW F. RELOCATION OF SPRINKLER PIPING AT ROOF o OF THE am 1r ,.M d 3. COORDINATION: FINISHED PRODUCT FROM THE SITE ON A DAILY BASIS OR PER THE PENETRATIONS. A. EACH ACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND OWNER'S REQUIREMENTS. DET• DETAIL PLYWD. PLYWOOD T„�,, COORDINATION WITH OTHER TRADES. DIA. DIAMETER PR. PAIR XXX ROOM NUMBER f s G. STRUCTURAL WORK FOR SUPPORT OF THE NEW RTU a fi, ; . r D. NO ASBESTOS OR ASBESTOS CONTAINING MATERIALS TO BE USED. 0 P�� s,.- KDW a L .§.`W 0 8RI E I� REVIEWED FOR B. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL DIM. DIMENSION ,y , ,:.,-. AND ECONOMIZER EXHAUST FANS. OPENINGS .FOR MECHANICAL EQUIPMENT WITH MECHANICAL 9. BLOCKING: H. SUPPORTING CONTROLS ELECTRICAL WORK 30202FrftttAvenueNE,Suite300 CODE COMPLIANCE CONTRACTOR AS WELL AS WITH APPROVED SHOP DRAWINGS, BEFORE SOLID BLOCKING FOR ALL WALL MOUNTED FIXTURES, DR. DOOR REINF. REINFORCING �wattle, Washington 9si25 APPROVED PROCEEDING WITH THE WORK. READ. REQUIRED STRUCTURAL STEEL, AND ROOFING WORK. __, p.206.547.1940 f.206.547.8212 C. WHERE INSTALLATION AND/OR CONNECTION OF EQUIPMENT IS NOT DEVICES &EQUIPMENT. COORD. W/ MECHANICAL &ELECTRICAL TO EA. EACH R.O. ROUGH OPENING _ N°"'4'l&riet SEP 0 1 2�15 / VERIFY LOCATION REQ'D. ELEC. ELECTRIC SPECIFIED FOR AUCOMP�ETEEANDNOPERABLE ISYSTEM TIOHE IS 10.ASBESTOS: ELEV. ELEVATION SCH. SCHEDULE CODE NOTES LEGAL,DESCRIPTION SHEET INDEX CONTRACTOR SHALL BE HELD RESPONSIBLE FOR SUCH CONNECTION CI of Tukwila ERIALS CONTAINING ASBESTOS ARE TO BE USED. EQ. EQUAL SHT. SHEET I I AND/OR INSTALLATION. B. IF MATERIALS ARE DISCOVERED ON SITE THAT APPEAR TO CONTAIN EXIST. EXISTING SIM. SIMILAR ZONE: TUKWILA URBAN CENTER PARCEL NO. 3523049120 GO.1 COVER SHEET, SITE PLAN & GENERAL INFO 8506 REGISTERED BUILDING DIVISI ASBESTOS, WORK IN THAT AREA IS TO STOP IMMEDIATELY. OWNER IS EXT. EXTERIOR SPEC. SPECIFICATION ARCHITECT RECEIVED 4. ABBREVIATIONS: TO BE NOTIFIED AT ONCE. WORK IS NOT TO RESUME UNTIL MATERIAL STL. STEEL OCCUPANCY: B (DATA CENTER) PORTION OF LOT 2 OF CITY OF TUKWILA SHORT PLAT A1.1 FLOOR PLAN CITY OF TUKWILA THROUGHOUT HE PLAN ARE ABBREVIATIONS WHICH ARE OF COMMON HAS BEEN CONTAINED, REMOVED, AND/OR DETERMINED TO BE FREE A1.2 PARTIAL DEMO AND NEW FLOOR PLANS USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE FROM ASBESTOS. F.F. FINISH FLOOR STD. STANDARD NO 86-45 SS RECORDING NO 8609081152 AS Al .3 PARTIAL DEMO AND NEW CEILING PLANS MARK S. AUG 1; 2 2015 COMPLETE OR REPRESENTATIVE OF ALL CONDITIONS OR MATERIALS FLR. FLOOR SYS. SYSTEM BUILDING AREA: 89,250 SF AMENDED BY CITY OF TUKWILA LOT LINE ADJ NO STATE o ASHING ON ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE 11.EXAMINATION OF BIDDING DOCUMENTS: F.T. FIRE TREATED 93-0085 RECORDING NO 9311301961 AS LOT 3 DAF A1.4 PARTIAL ROOF PLAN INTENT OF ANY IN QUESTION. BIDDING DOCUMENTS CAREFULLY THK. THICK A4.1 DETAILS PERMIT CENTER i AND, NOT LATER THAN SEVEN DAYS PRIOR TO BID DUE DATE, SHALL BUILDING HEIGHT: ONE STORY - PORTION OF SW 1 /4 OF NE 1 /4 - BEGIN NW 5. CODES: GA. GAUGE TYP. TYPICAL A4.1 DETAILS 150241 MAKE REQUESTS FOR INFORMATION/CLARIFICATION OF ANY CORNER OF SW 1 /4 OF NE 1 /4 TH S 87-50-09 E CORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND DISCREPENCIES, AMBIGUITY, INCONSISTENCY OR ERROR THEREIN GALV. GALVANIZED CONSTRUCTION TYPE: II-B 449.30 FT TH S 02-09-51 W 36 FT TO S MGN OFFM ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR WHICH HE MAY DISCOVER, UTILIZING THE CENTURYLINK MESSAGE U.N.O. UNLESS NOTED S1.1 STRUCTURAL NOTES & OVERALL ROOF PLAN ®® ®® BUIMING ID RM STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT S 180TH ST & POB TH S 87-50-09 E 786.92 FT TH � BOARD BIDMASTER. ANY INTERPRETATION OR CORRECTION WILL BE HT. HEIGHT OTHERWISE S2.1 PARTIAL ROOF FRAMING PLANS ® ® �1LDING NAME TUKWILA CYBER CENT R EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, ISSUED UITILIZING THE CENTURYLINK BIDMASTER MESSAGE BOARD. HVAC HEATING VENTILATING CLIMATE ZONE: 1 (WASHINGTON STATE ENERGY CODE) ALONG CURVE TO RIGHT RADIUS OF 50 FT .THRU .C/A S3.1 DETAILS ®® ®0 THE LAWS AND ORDINANCES WILL GOVERN. NOTIFY ARCHITECT OF ALL NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS AIR CONDITIONING W/ WITH 4C (INTERNATIONAL ENERGY CODE) OF 95-35-05 ARC DISTANCE OF 83.41 FT TH S STNEES"N>cNEss s1o1 souTli 180TH STREET CONFLICTS. GIVEN BY ANY OTHER METHOD. IF DISCREPANCIES, AMBIGUITY, HORIZ. HORIZONTAL WT. WEIGHT 07-44-56 W 348.56 FT TH N 87-50-09 W 802.76 Centu Link pTM� STATE TUKWILA, WASHINGTON 98188 INCONSISTENCY OR ERROR ARE NOT COVERED BY ADDENDUM OR MOA MECHANICAL LEGEND AND NOTES 6. PROVIDE ALL REQUIRED PERMITS: WRITTEN DIRECTIVE CONTRACTOR SHALL INCLUDE IN HIS BID THE APPLICABLE CODES: 2012 INTERNATIONAL BUILDING CODE ** FT TH N 02-09-51 E 401.77 FT TO POB --- LOT M1.1 MECHANICAL DEMOLITION PARTIAL FLOOR PLAN DEscRlpnoN A. THE ARCHITECT HAS FOR AND MADE DEPOSIT ON THE LABOR, MATERIALS,' AND METHODS OF CONSTRUCTION RESULTING IN INSL. INSULATION CENTERLINE 2012 INTERNATIONAL EXISTING BUILDING CODE 3 OF CITY OF TUKWILA LOT LINE ADJ NO 93-0085 M2.1 MECHANICAL PARTIAL FLOOR PLAN COVER SHEET, SITE PLAN & GENERAL INFORMATION BUILDING AND MECHANICAL PERMIT. THE CONTRACTOR SHALL HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR R PROPERTY LINE 2012 INTERNATIONAL FIRE CODE ** RECORDING NO 9311301961 --- LESS RR R/W M2.2 MECHANICAL PARTIAL ROOF PLAN PROVIDE ALL ADDITIONAL PERMITS. EXTRA COMPENSATION WILL BE MADE ON BEHALF OF THE LOC. LOCATION 2012 INTERNATIONAL MECHANICAL CODE ** B. ALL POSSIBLE RIGHT-OF-WAY WORK TO BE PER LOCAL JURISDICTION CONTRACTOR DUE TO HIS FAILURE E MAKE THE. WRITTEN REQUESTS ESMT IN NE 1 /4 & SE 1 /4 (OPERATING PROPERTY) M5.1 MECHANICAL DETAILS AND DIAGRAMS DEPARTMENT OF ENGINEERING STANDARDS. AS DESCRIBED ABOVE.2012 UNIFORM PLUMBING CODE ** CONSULTANT NAME / CONSULTANT NAME C. WORKING HOURS FOR THE USE OF LOUD EQUIPMENT SHALL BE B. THE PERSON SUBMITTING THE REQUEST WILL BE RESPONSIBLE FOR 2011 NATIONAL ELECTRIC CODE ** LIMITED TO TIMES ESTABLISHED BY THE LOCAL JURISDICTION AND EO.1 ELECTRICAL LEGEND AND NOTES KDW SAAAS 0 BRIEN ITS PROMPT DELIVERY. FAILURE TO SO REQUEST CLARIFICATION OF 2012 WASHINGTON ENERGY CODE E2.1 ELECTRICAL PARTIAL FLOOR PLANS ACCORDING TO THE OWNER'S REQUIREMENTS. THIS EQUIPMENT SHALL ANY INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE THE E2.2 ELECTRICAL PARTIAL ROOF PLAN oRAwN eIr CASE NUMe� ,Ioe N0. INCLUDE BUT IS NOT LIMITED TO GENERATORS, COMPRESSORS, CONTRACTOR OF RESPONSIBILITY. JF DRILLS, RADIOS, AND OTHER SIMILAR EQUIPMENT. C. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND VERIFY THAT ** WITH STATE AND LOCAL AMENDMENTS 0 DATE 04/07/2015 150241 CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID THE COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING cob 05CNECK D BY CONDITIONS. IREVISED e' MSK SHEET SME } GO.1 Q— — li= cD-- — o-- — Q— — FLOOR PLAN SCALE: 1" = 20' SEE ENLARGED PLANS A1.2 & A1.3 PLAN NORTH 0 4' 8' 16' ISSUES REVISIONS NO. DESCRIPTION _ j DATE BY 1 R 2 60% OWNER REVIEW 100% OWNER REVIEW 04/07/15 05/15/15 RJJ RJJ 3 BID SET 05/18/15 RJJ 4 PERMIT SET _ - - - _ j 08/11 /151 RJJ --_ I WO 7TH AVE. SEAiTIE, WASHW ON �' �"'0Q0A oai6�'N ra.r ,now IIIa OFFICE OF THE W PROPEIR UNT. .done b u a o•+ e Is mot for e b/ adntad np�npeNw d C�tu�Ut y KDW'Sn % 2C y = `3� BRIEN t� :-i CONSULTANT FIRM 10202 Fifth Avenue NE, Sine 300 I REVIEWED FOR Seattle, Washington 98125 CODE COMPLIANCE p 20640 f.206.547.8212 i APPROVED wwwkdw.net www. 8so6 REGISTERED ! City 0 Tukwila MHTBUILDING DIVISION RECEIVED MARK CITY OF TUKWILA STATE 0 AUG 12 2015 150241 PERMIT CENTER BUILDING 10 FLOOR �® ®� 01 �® ®� BwLT>ING ENE TUKWILA CYBER CENTER STREET ADDRESS 6101 SOUTH 180TH STREET Centu ry L i n k CTTY STATE TUKWILA, WASHINGTON 98188 DESCRIPTION FLOOR PLAN CONSULTANT NNE I CONSULTANT NAME KDW SALAS O'BRIEN t SHEET NOTES DEMOLITION PARTIAL ROOF PLAN SCALE: 1 /8" = 1' 0 4' 8' 16' NEW WORK PARTIAL ROOF PLAN SCALE: 1 /8" = 1' 0 4' a. 16, PLAN NORTH (I 1. PROVIDE CRICKETS AS NECESSARY IN AREA OF WORK TO PROVIDE POSITIVE ROOF SLOPE TO DRAIN. PONDING AREAS OF WATER ARE NOT ALLOWED. 2. BUILDING TO REMAIN WEATHERTIGHT AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION. PROVIDE TEMPORARY ROOFING AND FLASHING AS REQUIRED. (KEYED NOTES OO 1. REMOVE EXISTING EXHAUST FAN. 2. MODIFY ROOF PENETRATION AS REQUIRED TO ACCOMMODATE NEW LARGER DUCTWORK AND EXHAUST FAN. 3. EXISTING RTU. 4. EXISTING EXHAUST FAN. 5. EXISTING METAL GRATING WALKWAY WITH GUARDRAIL. 6. REMOVE EXISTING METAL GRATING AND GUARDRAIL TO LET IN NEW WORK. SALVAGE GRATING IN GOOD CONDITION, FOR REINSTALLATION. REMOVE STEEL FRAMING AS REQUIRED TO LET IN NEW WORK. SEE STRUCTURAL. CAP EXPOSED PIPE ENDS NOT WELDED TO NEW WORK. CLEAN AND REPAINT GUARDRAIL IN AREA OF WORK. 7. REMOVE ROOF MEMBRANE AND DECK AS REQ'D TO LET IN NEW WORK. COORDINATE WITH MECHANICAL AND STRUCTURAL. BUILDING TO REMAIN WEATHERTIGHT AT ALL TIMES. 8. REMOVE SECTION OF GUARDRAIL TO LET IN NEW WORK. CAP EXPOSED PIPE ENDS NOT WELDED TO NEW WORK. CLEAN AND REPAINT GUARDRAIL IN AREA OF WORK. 20. NEW EXHAUST FAN. SEE MECHANICAL. PROVIDE WITH NEW PRE —MANUFACTURED ROOF CURB. SEE DETAIL 4/A4.2. 21. NEW RTU PER MECHANICAL ON STEEL CURB AND PLATFORM PER STRUCTURAL PROVIDE WITH NEW PRE —MANUFACTURED ROOF CURBS AT DUCT PENETRATIONS THROUGH ROOF WITH SUPPORTS PER TYPICAL STRUCTURAL DETAILS. SEE DETAIL 4/A4.2. 22. NEW METAL GRATING WALKWAY WITH GUARDRAILS TO MATCH EXISTING. SUPPORT. RAILS PER STRUCTURAL. PROVIDE GUARDRAIL AT- EDGES OF GRATING WHERE MECHANICAL EQUIPMENT OR ELECTRICAL PANELS ARE NOT AT THE EDGE OF GRATING, WITH FINAL POSTS WITHIN 6" OF THE EQUIPMENT. SEE DETAIL 8/A4.2. issuEs i REvisioNs NO. DESCRIPTION DATE BY 1 60% OWNER REVIEW 04/07/15 RJJ 2 100% OWNER REVIEW �05/15/15 RJJ 3 BID SET 05/18/15 RJJ 4 PERMIT SET 08/11/15 RJJ 16M 7111 AVE, SEATILE, WASH INGM OFFICE OF THE OR PROPEIff MW. % Wm" oad"W* iota ad bm by wAbttd "prwadhw d C,.Wm COHISIA.TANT IN KDW S `6. i ��� 6� 0'B R I E N ' REVIEWED FOR 10202 Fifth Avenue NE, Suits 300 Seatde,Washinpn 98125 I CODE COMPLIANCE P.206.547.1940 1.206.547.8212 i APPROVED www.Imw.net I 8506 REGISTERED 2ARCHITECZ ARK S. E STATE OF W HINGTON 150241 &® ®® MIMING ID BUILDING NAME �® i7V STREET AOORESS CenturvLink =, STATE DESCRIMM PARTIAL ROOF PLAN CONSULTANT NAME KDW SALAS O'BRIEN DRAWN By J F CASE NUMBER DATE 04-07-2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 12 2015 PERMIT CENTER TUKWILA CYBER CENTER 6101 SOUTH 180TH STREET TUKWILA, WASHINGTON 98188 CONSULTANT NAME JOB NO. 150241 SHEET N0. A1.4 4 7/8" DOOR SCHEDULE DOOR # DOOR FRAME FIRE LABEL HARDWARE GROUP CARD READER NOTES STATUS SIZE TYPE MATERIAL FINISH STATUS MATERIAL FINISH #A EXISTING 4'-0" X 8'-0" N HM PT-1 EXISTING HM MIN. 21 N #B RELOCATED PPT-1 1,22 N DOOR SCHEDULE LID HEIGHT _ 12'-2" A.F.F. V.I.F. CEILING HEIGHT — 11'-3" A.F.F. V.I.F. DOOR HEAD 7'-O" A.F.F. t ) r r� EXISTING 1—HR FLOOR/CEILING ASSEMBLY NEW 1—HR FLOOR/CEILING ASSEMBLY. INTENT IS TO MATCH EXISTING CONSTRUCTION. 9 13 4.1 4.1 NEW 1—HR WALL NEW DOOR OPENING WALL BASE MECHANICAL MEZZANINE BATTERY ROOM FINISH CUT END OF ' CONCRETE CURB WITH EPDXY FLOOR COATING TO MATCH NEW FLOOR FINISH. BATTERY ROOM LONGITUDINAL SECTION SCALE: 1 /4" = 1' FLOOR -CEILING SYSTEMS, STEEL -FRAMED, WOOD -FLOOR GA FILE NO. FC 4503 GENERIC 1 HOUR GYPSUM WALLBOARD, STEEL CHANNEL JOISTS, FIRE PLYWOOD FLOORS BASE LAYER 1/2" PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO CHANNEL SHAPED, MINIMUM 6" DEEP, 16 GAGE GALVANIZED STEEL JOISTS 24" O.C. 1" TYPE S-12 DRYWALL SCREWS 24" O.C. FACE LAYER 1/2" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOISTS WITH 1 5/8" TYPE S-12 DRYWALL SCREWS 12" O.C. AT END JOINTS AND INTERMEDIATE JOISTS AND 1 1/2" TYPE G SCREWS 12" O.C. PLACED 3" BACK FROM EITHER SIDE OF END JOINTS AND STAGGERED 6" FROM TYPE S-12 SCREWS AT JOINT. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. APPROX. CEILING WEIGHT 4 PSF FIRE TEST: FM FC 205-1, FLOOR OF 3/4" T & G EDGE PLYWOOD APPLIED AT RIGHT ANGLES TO JOISTS 11-16-73 WITH 1 7/8" NO. 6 PHILIPS HEAD SCREWS WITH 3/4" PILOT TIP 6" O.C. AND END JOINTS AND 12" O.C. AT INTERMEDIATE JOINTS. 1-HR CEILING ASSEMBLY SCALE: N/A 1,,-3' X 4' FILTER MEDIA, LOCATE ABOVE 8'-0" AS REQ'D. TO ALLEVIATE CROSS PRESSURE ON TEMP. WALL ASSEMBLY TEMPORARY DUST PARTITION AS REQUIRED, COORDINATE W/ MECHANICAL. SECURE PLASTIC AND FILTER W/BATTEN BOARDS & SHEETROCK SCREWS AROUND PERIMETER, PROVIDE DUCT TAPE AT ALL SEAMS FILTER FULL HT. TO UNDERSIDE OF DECK ABOVE WEDGE TIGHT SHEETROCK NAILS AND DUCT TAPE AT ALL SEAMS FIRE TREATED & STATIC RESISTANT PLASTIC SHEET, SEAL TOP, BOTTOM AND SIDES PER SPECS. 1/2" PLYWOOD OVER 2X4 FT STUDS ® 24" O.C. SECURE PLASTIC W/SHEETROCK NAILS AND DUCT TAPE AT ALL SEAMS FIRE TREATED STUDS FULL HT. TO UNDERSIDE OF - CEILING WEDGE TIGHT o0 SHEETROCK NAILS AND DUCT TAPE AT ALL SEAMS FIRE TREATED & STATIC RESISTANT PLASTIC SHEET, SEAL TOP, BOTTOM AND - SEAMS — BRACE W/ STUDS AS REQ'D TO HOLD SHEETING SECURE IN PLACE FIRE TREATED STUDS SECURE PLASTIC W/ SHEETROCK NAILS AND DUCT TAPE AT ALL TYPICAL WAN 10' OF OWNER EQUIPMENT PROTECTIVE PLASTIC SHEETING (NON —CRITICAL SPACES ONLY) �DUST WALL PARTITION DETAILS SCALE: NTS 1 HR RATED WALL. MEETS OR EXCEEDS GA FILE WP 1072 1-HR WA SCALE: 1-1/2" = V /I\ LL DETAIL (1) LAYER 5/8" TYPE 'X' GWB 3625162-33 MTL STUDS 3-5/8" SOUND BATT INSUL (1) LAYER 5/8" TYPE ' X' GWB RUBBER BASE, TYP. EACH SIDE 1 /4" ANCHOR 0 32" O.C. TYP. CONTINUOUS FIRE CAULK EACH SIDE DOOR JAMB DETAIL SEE 13/A4.2 FOR TYPICAL FRAMING. DOOR & FRAME AS SCHED. GASKET AS SCHED. SCALE: 3" = 1' 0 3• 61 1• 1 HR RATED CEILING. MEETS OR EXCEEDS GA FILE FC 4503 1-HR CEILING DETAIL SCALE: 1-1/2" — 1' WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP 1072 GENERIC 1 HOUR 45 to 49 STC GYPSUM WALLBOARD, STEEL STUDS FIRE SOUND ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3 5/8" STEEL STUDS 24" O.C. WITH 1" TYPE S DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. THICKNESS: 4 7/8" JOINTS STAGGERED 24" ON EACH SIDE AND ON OPPOSITE SIDES. SOUND LIMITING HEIGHT: REFER TO SECTION IV TESTED WITH 3 1/2" GLASS FIBER FRICTION FIT IN STUD SPACE. (NLB) APPROX. WEIGHT: 6 PSF FIRE TEST: SEE WP 1200 (FM WP-45, 6-19-68; OSU T-1770, 8-61; U LC 79T484, 79T500, 79T497, 8-12-81, ULC DESIGN W415) SOUND TEST: NRCC 816-NV, 2-3-81 1-HR WALL ASSEMBLY 12 SCALE: N/A 1/2- GWB TO ALIGN WITH EXISTING. VERIFY EXISTING GWB THICKNESS. RETURN GWB, FULL WIDTH OF STUDS, ALL FOUR SIDES OF BATTEN BOARD PAINT WOOD TO MATCH GWB WALL METAL EDGE TRIM ALL FOUR SIDES OF BATTEN BOARD OPENING 1/2- GWB TO ALIGN WITH EXISTING. VERIFY EXISTING GWB THICKNESS. NEW WALL BRACKET AT EACH METAL STUD BELOW BATTEN BOARD n .... EXISTING CONC WALL EXISTING BATT INSUL 0 0 EXISTING 3-1/2" METAL STUDS @ 24". VERIFY WIDTH AND SPACING. 0 0 Q)BATTEN BOARD DETAIL 1VSCALE: 3" = 1' 0 31Immmmommmal- 1' TWO NEW WALL BRACKETS AT EACH METAL STUD ABOVE BATTEN BOARD NEW METAL TRACK FOR EXISTING METAL STUDS. VERIFY EXISTING STUD WIDTH. 1/2" EXPANSION ANCHORS W/ 3" EMBEDMENT INTO CONCRETE, ® 36" O.C. FIRE —TREATED 2x8 NEW METAL TOP TRACK FOR EXISTING METAL STUDS. VERIFY EXISTING STUD WIDTH. (1) LAYER 3/4" F.T. PLYWD 1000S162-54 METAL JOISTS AT 24" O.C. (2) LAYERS 5/8" TYPE "X" GWB 0 6• 1. SEE 13/A4.2 FOR TYPICAL FRAMING GASKET AS SCHED. DOOR & FRAME AS SCHED. DOOR HEAD DETAIL SCALE: 3" = 1' 0 3' 6' 1• CONTINUOUS 1.5" X 1.5" 16 GA. ANGLE MECHANICAL MEZZANINE LOADING DOCK II II — "-- II (I BATTERY ROOM ,, WALL &CEILING DETAIL v % SCALE: 1-1 /2" — 1 ' 0 6• , NOTE: MEETS OR EXCEEDS UL SYSTEM # W—L-3231. TYP. FIRE RATED MTL STUD WALL ROCK WOOL FIRE —STOPPING MATERIAL, FILL VOIDS EXIST. MISC. CONDUIT AND OVERHEAD RACKING, FIELD VERIFY SIZE & LOC. FIRE SAFING CAULK MIN. 5/8" DEPTH PROVIDE NON—CONDUCTIVE WRAP AROUND ALL ISOLATED CONDUIT LEAVING THE GROUND WINDOW, WHETHER EXIST. OR NEW UNDER THIS CONTRACT. VERIFY W/ ELECT. WRAP ONLY ISOLATED GROUND CONDUIT TYP WALL PENETRATIONS SCALE: 1-1/2" = 1 ' PROVIDE CONT. MTL SLEEVE ON WALL TYPE AS 5.,l lL_UwLj_U GRILLE PER MECH 0 6• r OPENING AC churn d" Q GRILLE OPENING 1 aJ SCALE: 1-1/2" = 1' 0 6130mammommmol " i 1• ISSUES /REVISIONS NO. DESCRIPTION DATE BY 1 60% OWNER REVIEW 04/07/15 ; RJJ 2 100% OWNER REVIEW 05/15/15 3 4 _ BID SET PERMIT SET ( 05/18/15 08/11 -R_JJ I 1 RJJ RJJ --- 1600 71H AVE, SEATitE WA9�IGTON m' �oinfax °diI l �"'�"�oi/ ld a dodak to pao� t at for m OF M OF 11E DR PROPEW LW. M �..mn�. d is madrm COMM Oral KDWSAI A O'BRIEN _ 10202 Fifth Avenue NE, Suite 300 REVIEWED FOR seattle,WashingtOn 98125 I CODE COMPLIANCE :v P.2MS47.190 r 2M.547.e212 APPROVED Www.mw net s506 REGISTERED City ofTLtkWiOa ARCHITECT BUILDING DIVISION RECEIVED RK S. KN CITY OF TUKWILA STATE OF WA�TON AUG 12 2015 150241 ! PERMIT CENTER �® ®® BUILDING ID FLOOR ®® ®® euILaNG NAWE TUKWILA CYBER CENTER ® ® snm AIORMS6101 SOUTH 180TH STREET Centu ry L i n k 1 CRY, STATE TUKWILA, WASHINGTON 98188 DESCRIPTION DETAILS 60'-0" 60'-0" 60'-0" 60'-0" O O M 0 0 M I PARTIAL EXISTING ROOF PLAN SCALE: 1/8" = 1'-0" 5'-0" 0 5'-0" 10'-0" I PARTIAL PROPOSED ROOF PLAN SCALE: 1/8" =1'-0" 5'-0" PLAN NOTES: 1. WHERE BRACES ARE REPLACED CONTRACTOR MAY RE -USE EXISTING TABS. 2. CONNECT RTU TO PLATFORM PER MFR (4) 1/2" 0 THRU BOLTS (1) EA CORNER MIN. 3. REINFORCE OPENING IN METAL DECK FOR RTU UNIT PER DETAIL 6/S3.1 ISSUES REVISIONS N0. DESCRIPTION DATE BY 1 PERMIT SUBMITTAL 08/1t/15 DMT REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 1 2015 I-,lty of I UICWIIa €3UILDING DIVISION 1600 7fH AVE., SEATTLE, WASHINGTON The informotion contained herein should not be disclosed to unauthorized persons. It is meant for use OFFICE OF THE DIR. PROPERTY MGMT. by authorized representatives of Cenluryl-ink CONSULTANT FIRM KDWSALAMRIIEN n` 10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 f. 206.547.8212 250 47H AVL S., MM 200 EDYONDs. wA9al" 00020 www.kdw.net IFOA t� MECHANICAL SCHEDULES VFD SCHEDULE SYMBOL LOCATION EQUIPMENT SERVED MANUFACTURER MODEL NO. ELECTRICAL MOTOR HP DISCONNECT BYPASS SERVICE SWITCH AC LINE REACTORS ENCLOSURE REMARKS VFD-EF-32 ROOF EF-32 SQUARE D E-FLEX EFDEH4VYA07B08A09 460/60/3 2 YES YES YES 5% NEMA-3R SEE NOTES VFD-EF-37 ROOF EF-37 SQUARE D E-FLEX EFDFH4VYA07BO8AO9 460/60/3 5 YES YES YES 3% NEMA-3R SEE NOTES VFD-EF-38 ROOF EF-38 SQUARED E-FLEX EFDFH4VYA07808AO9 460/60/3 5 YES YES YES 3% NEMA-3R SEE NOTES NOTES: (1) FURNISH TO ELECTRICAL FOR MOUNTING AT ROOF VFD 05/19/15 DAMPER SCHEDULE LOCATION EQUIPMENT SERVED FUNCTION DAMPER TYPE BLADE ARRANGEMENT SIZE W X H DESIGN AIRFLOW CFM MANUFACTURER AND MODEL LEAKAGE CLASS REMARKS RTU 16A SUPPLY DUCT RTU-16A ISOLATION AIRFOIL PARALLEL 46 X 65 20,000 RUSKIN CD-60 AMCA 1A BATTERY ROOM SUPPLY AIR DUCT BATTERY RM BALANCING AIRFOIL OPPOSED 32 X 32 6,000 RUSKIN CD-60 AMCA 1A FIT WITH QUADRANT HANDLE FOR MANUAL BALANCING RTU 16 RETURN AIR RTU-16 ECONOMIZER AIRFOIL PARALLEL 72 X 27 20,000 RUSKIN CD-60 AMCA 1A RTU 16 OUTDOOR AIR RTU-16 ECONOMIZER AIRFOIL PARALLEL 60 X 28 20,000 RUSKIN CD-60 AMCA 1A RTU 17 RETURN AIR RTU-17 ECONOMIZER AIRFOIL PARALLEL 72 X 27 20,000 RUSKIN CD-60 AMCA 1A RTU 17 OUTDOOR AIR RTU-17 ECONOMIZER AIRFOIL PARALLEL 60 X 28 20,000 RUSKIN CD-60 AMCA 1A EF-37 DUCT BELOW ROOF EF-37 ISOLATION AIRFOIL OPPOSED 54 X 54 20,000 RUSKIN CD-60 AMCA 1A EF-38 DUCT BELOW ROOF EF-38 ISOLATION AIRFOIL OPPOSED 54 X 54 20,000 RUSKIN CD-60 AMCA 1A EXHAUST FAN SCHEDULE SYMBOL BMS NUMBER SYSTEM SERVED CONSTRUCTION TYPE DRIVE TYPE OPPERATING CONDITIONS MOTOR OPER. WEIGHT LBS DESIGN BASIS REMARKS EFF � HP INSULATION TYPE NOMINAL RPM VOLTS/ PHASE FLOW CFM STATIC IN WC SPEED RPM BHP EF-32 reuse existing BATTERY ROOM ROOF DOWNBLAST BELT 6500 0.75 580 1.3 2 F 1750 460/3 320 GREENHECK GB-300 SEE NOTES 1, 2, 3 EF-37 EF-04026-RT37 ECONOMIZER RELIEF ROOF LOUVERD PH BELT 20000 0.375 277 2.72 5 F 1750 460/3 600 GREENHECK LBP 54 SEE NOTES 2 & 3 EF-38 EF-04026-RT38 ECONOMIZER RELIEF ROOF LOUVERD PH BELT 20000 0.375 277 2.72 5 F 1750 460/3 600 GREENHECK LBP 54 SEE NOTES 2 & 3 NOTES: (1) EF32 REPLACES A SMALLER EF-7, PROVIDE NEW CURB AND DUCT WORK. BACKDRAFT OR ISOLATION DAMPER. (2) FURNISH FANS WITH ROOF CURBS (3) PROVIDE VFD COMPATIBLE MOTORS COORDINATE LARGER ROOF PENETRATION, ELECTRICAL, AND CONTROLS. FAN RUNS CONTINUOUSLY AND DOES NOT REQURIE A AIR BALANCE SCHEDULE SYMBOL EXISTING OR NEW UNIT LOCATION UNIT SERVICE AREA TOTAL SA CFM TOTAL RA CFM MIN OA CFM NON- RECIRC EXH CFM ZONE PRESSURIZATION CFM REMARKS RTU-16 EXISTING ROOF PCOR & BATTERY 20,000 20,000 500 500 500 RTU-17 EXISTING ROOF PCOR & BATTERY 20,000 1 20,000 500 500 500 RTU-16A NEW ROOF PCOR & BATTERY 20,000 14,000 5,000 6,000 - 6000 LOST TO CONTINUOUS BATTERY ROOM EXHAUST EF-32 NEW ROOF BATTERY - - - 6,500 BATTERY ROOM EXHAUST, VFD MODULATES SPEED EF=37 NEW ROOF PCOR 0 _ _ - 20,000 ', ECONOMZIER.EXHAUST VFD MODULATES: SPEED-.- , EF-38 NEW ROOF PCOR - - - 20,000 ECONOMZIER EXHAUST, VFD MODULATES SPEED NOTES: (1) RTU 16A, 16 ,& 17 UNITS ARE TIED TOGETHER IN A COMMON SUPPLY DUCT TO PROVIDE N+1 COOLING OF 40,000 CFM. 16A OPERATES CONTINUOUSLY ALONG WITH EITHER 16 OR 17. 6,000 CFM OF SUPPLY AIR GOES INTO THE BATTERY ROOM WHERE IT IS EXHAUSTED BY EF-32. ECONOMIZER EXHAUST FANS EF-37 & 38 REMOVE THE OA SUPPLIED BY RTU'S 16 & 17 DURING ECONOMIZER MODE BY MODULATING TO MAINTAIN SPACE PRESSURE. AIR HANDLING UNIT SCHEDULE SYMBOL AREA SERVED EXISTING OR NEW MANUFACTURER AND MODEL SUPPLY AIRFLOW CFM MINIMUM OA CFM UNIT ELECTRICAL SUPPLY FAN EXHAUST FAN COOLING COIL ENERGY CODE SEE NOTE 4 FILTERS OPERATING WEIGHT LBS BSME # REMARKS VOLTAGE/ PHASE FLA MCA MOCP FAN TYPE FAN QUANTITY DRIVE TYPE FAN SPEED RPM MAX FAN SPEED RPM FAN EFF FAN DISCHARGE PRESSURE SUPPLY FAN MOTOR FAN QUANTITY DRIVE TYPE SPEED RPM BLADE PITCH DEGREES MOTOR BHP MOTOR NOMINAL MOTOR EFF VOLTAGE/ PHASE TOTAL CAPACITY MBH SENS CAPACITY MBH AIRSIDE TYPE TSP ESP QTY EACH BHP HP FLA EFF % VOLTAGE/ PHASE VELOCITY FPM ENTERING F DB/WB LEAVING F DB/WB ROWS FINS FPI PD IN WC EER IEER PRE -FILTER TOTAL FILTER RTU-16 PCOR & BATTERY RM EXISTING TRANE 20,000 0 460/3 1 1 20 EXISTING DX COOLING COIL 8.6 8.9 6,300 RTU-17 PCOR & BATTERY RM EXISTING TRANE 20,000 0 460/3 1 1 1 1 1 1 1 20 1 1 1 1 1 EXISTING DX COOLING COIL 8.6 8.9 6,300 RTU-16A PCOR & BATTERY RM NEW BASIS ANON RN050 20,000 6,000 460/3 130 135 1 150 BACKWARD CURVED 2 DIRECT 1 1545 1 1800 66 1 PLENUM 4.14 2.25 1 2 1 9.70 15 1 21.0 0.9 1 460/3 2 DIRECT 36 1 20 1.33 2 87.5 460/3 603 458 457 75/64 53.7/53.5 1 4 14 0.52 1 11.1 12.7 2" MERV 8 1 4" MERV 15 6,840 16A 01026-RT40 SEE NOTES I I I I I I I I I p I + NOTES: 1. BASIS OF DESIGN SELECT RTU-16A IS 0.49 INCH WC CLEAN FILTER LOSS WITH AN ADDITIONAL 0.35" DIRTY FILTER ALLOWANCE 2. PROVIDE RTU-16A WITH 100% OUTDOOR AIR CAPABILITY, WITH RELIEF TO OCCUR AT ROOF HOOD. 3. PROVIDE RTU-16A WITH FAN SHAFT GROUNDING AND INTERGRAL VFD'S FOR SUPPLY AND EXHAUST FANS. 4. EXCEEDS MINIMUM PERFORMANCE REQURIED BY WASHINGTON STATE ENERGY CODE TABLE C403.2.3(1) OF 10.0 EER AND 10.1 IEER - - MECHANICAL ABBREVIATIONS AFF ABOVE FINISHED FLOOR MFGR MANUFACTURER APPROX APPROXIMATE MIN MINIMUM BOP BOTTOM OF PIPE NC NORMALLY CLOSED CBBD COUNTER BALANCED BACKDRAFT NO NORMALLY OPEN DAMPER O/C ON CENTER CFM CUBIC FEET/MINUTE OSWF ON -SITE WORK FORCE CLG CEILING OA OUTSIDE AIR CONC CONCRETE PD PRESSURE DIFFERENCE COND CONDENSATE PF PLUG FAN CONN CONNECTION PG PRESSURE GAUGE CONST CONSTRUCTION PSIG POUNDS/SQUARE INCH, GAUGE CONTR CONTRACTOR PRESS PRESSURE CHWS CHILLED WATER SUPPLY RA RETURN AIR CHWR CHILLED WATER RETURN RECIRC RECIRCULATION db DRY BULB REG REGISTER DIA DIAMETER REQD REQUIRED DIM DIMENSION RPM REVOLUTIONS/MINUTE DN DOWN RM ROOM DWG DRAWING SA SUPPLY AIR EA EXHAUST AIR SP STATIC PRESSURE ELECT ELECTRICAL SPEC SPECIFICATIONS ENGR ENGINEER SQ SQUARE EQUIP EQUIPMENT SS STAINLESS STEEL ESP EXTERNAL STATIC PRESSURE STD STANDARD EXH EXHAUST STRUCT STRUCTURE, STRUCTURAL F DEGREES FAHRENHEIT SW SWITCH FD FLOOR DRAIN TD TEMPERATURE DIFFERENCE FLR FLOOR TEMP TEMPERATURE FPI FINS PER INCH THRU THROUGH FPM FEET PER MINUTE TMTR THERMOMETER FV FACE VELOCITY TSP TOTAL STATIC PRESSURE GA GAUGE TSTAT THERMOSTAT GAL GALLON TYP TYPICAL GPM GALLONS/MINUTE V VENT HP HORSEPOWER VEL VELOCITY KW KILOWATT VD MANUAL VOLUME DAMPER LB POUND W WASTE MAX MAXIMUM Wb WET BULB MBH BTUH IN THOUSANDS MECH MECHANICAL ®y (THROW) ® AP 0 O EF-44 O COND 0 MECHANICAL LEGEND NEW DUCTWORK N Nye EXISTING DUCTWORK D*- Na_ DEMOLITION DUCTWORK RA/EA RETURN AIR, RELIEF AIR OR EXHAUST AIR DUCT / RISER SA SUPPLY AIR DUCT / RISER DUCT TURNIING DOWN NEW EQUIPMENT EXISTING EQUIPMENT CEILING MOUNTED RETURN OR EXHAUST GRILLE / REGISTER CEILING MOUNTED SUPPLY DIFFUSER SIDEWALL RETURN GRILLE ACCESS PANEL WALL MOUNTED THERMOSTAT WALL MOUNTED SPACE PRESSURE SENSOR MAJOR EQUIPMENT CAI -LOUT MINOR EQUIPMENT CALLOUT NOTE REFERENCE CONDENSATE CONTROL VALVE, MOTORIZED FLOOR DRAIN BUTTERFLY VALVE R=1.5D Y-STRAINER BALL VALVE BALANCING VALVE EXISTING FIRE/SMOKE DAMPER MOTORIZED DAMPER VOLUME DAMPER COMBINATION FIRE/SMOKE DAMPER RADIUS OFFSET 90' HEEL TAP TAKEOFF (RECTANGULAR DUCT) TEE N ECCENTRIC TRANSITION (A = 15' MAXIMUM) RECTANGULAR -TO -ROUND TRANSITION . (A = 157 MAXIMUM) DN DUCT OFFSET, DOWN UP DUCT OFFSET, UP MITERED ELBOW (WITH TURNING VANES) RADIUS ELBOW GENERAL MECHANICAL NOTES 1. DO NOT SCALE THESE DRAWINGS. 2. VERIFY DIMENSIONS & CONDITIONS IN THE FIELD. NOTIFY ENGINEER OF ANY DISCREPANCIES. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS, ELBOWS, ETC., WHICH MAY BE REQUIRED FOR PROPER INSTALLATION OF WORK. PROVIDE ADDITIONAL BENDS AND/OR OFFSETS AS REQUIRED TO COMPLETE WORK AT NO ADDITIONAL COST. 3. COORDINATION OF WORK WITH OTHER TRADES EMPLOYED IN THE PROJECT IS MANDATORY. CAREFULLY EXAMINE THE SPACE AVAILABLE TO DETERMINE FINAL ROUTING AND ELEVATIONS OF SERVICES. SHOULD REARRANGEMENT OR RE-ROUTING OF LINES OR PIPING BE NECESSARY, PROVIDE FOR APPROVAL THE SIMPLEST LAYOUT POSSIBLE FOR THAT PARTICULAR PORTION OF THE WORK. 4. THE EXISTENCE OF ANY PIPING, DUCTS OR OTHER SERVICE FACILITIES ARE SHOWN IN A GENERAL WAY ONLY. THE CONTRACTOR SHALL VISIT THE SITE AND MAKE EXACT DETERMINATION OF THE EXISTENCE OF ANY SUCH FACILITIES PRIOR TO THE SUBMISSION OF HIS BID. 5. CONTRACTOR TO REMOVE MATERIALS NOT RELATED TO THE FINISHED PRODUCT FROM THE SITE. 6. MAINTAIN AREAS FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND ORDERLY IN AS MUCH AS REASONABLY POSSIBLE. 7. ALL WORK TO BE INSTALLED PER CURRENT CENTURYUNK STANDARDS. DRAWING INDEX MOA MECHANICAL LEGEND AND SCHEDULES M1.1 MECHANICAL DEMOLITION PARTIAL FLOOR PLAN M2.1 MECHANICAL PARTIAL FLOOR PLAN M2.2 MECHANICAL PARTIAL ROOF PLAN M5.1 MECHANICAL DETAILS AND DIAGRAMS ssuEs J REvisioNs NO. DESCRIPTION DATE BY 1- _ 60% OWNER REVIEW 04/07/15 RJJ _ - 2 001E % OWNER REVIEW 05/15/15 RJJ 3 ! BID SET 05/18/15 RJJ 4 PERMIT SET 08/11/15 1, RJJ i i IWO 7M AVE, SUM& WASH9iGTON OFFICE OF THE at. PR0 ISM MOM . KDWSALA O'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 I p.206.547.1940 f.206.547.8212 www.kdw.net Icy 150241 In bdanp9 ao A" w* raw .a be &*"fb mft for m by -!-:-= wmok WbgtM ZEVI•EVVED F�Zj COMPLI ARPROV D SEP QM015 of Tukwila S LDING DIVISION RECEIVED CITY OF TUKWILA AUG 12 2015 PERMIT CENTER ®® ®® BUWNG ID FLOOR BUILDING NMIE ®® ®® TUKWILA CYBER CENTER ® ® spw=RESS6101 SOUTH 180TH STREET Centu ry L i n k Crrr, STATE TUKWILA, WA 98188 DESCRIPTION MECHANICAL LEGEND AND NOTES CONSULTANT NMIE I CONSULTANT NAME KDW SALAS O'BRIEN DRAWN BY JCL CASE NUMBER B N0. DAB 04/07/15 SEPARATE 150241 CHECKED Br PERMIT AND RJJ oRa TNo. REQUIRED Mo.1 0 SHEET NOTES 1. DO NOT SCALE THESE DRAWINGS. 2. VERIFY ALL DIMENSIONS & CONDITIONS IN THE FIELD. NOTIFY ENGINEER OF ANY DISCREPANCIES. (29'-0"� 0 5454 DN 7 IL 1 EF-32 30x3O ON I EF-38 L ]I � a Oo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x90 RA CONNECTION AT BOTTOM OF RTU TO 60x3O AT ROOF PENETRATION. PROVIDE R-12 RIGID EXTERIOR INSULATION ON OUTDOOR PORTION OF THE DUCT. D PROVIDE R-12 RIGID EXTERIOR INSULATION AT OUTDOOR PORTION OF SA DUCT. PROVIDE 72x27 RA DAMPER (RUSKIN CD-60 PARALLEL BLADE) IN TA DUCT. MOUNT DIRECT COUPLED ACTUATOR IN EXTERIOR ENCLOSURE. ENLARGE THE EXISTING OA OPENING AND PROVIDE A 60x28 RUSKIN CD-60 PARALLEL BLADE OA DAMPER ON RTU EXTERIOR CONCEALED BY THE OA INTAKE HOOD. ISSUES REVISIONS NO. DESCRIPTION DATE BY 1 _ 60% OWNER REVIEW 04/07/15 RJJ 2 100% OWNER REVIEW 05/15/15 RJJ 3 4 BID SET PERMIT SET 05/18/15 08/11/15�RJJ RJJ _� 1 16M 711 AE., SEATII.E, WASHN 10N OFFICE OF THE DR PROPERLY IMIT. OWSALA O'BRIEN 10202 Fifth Avenue NE, Suite 300 - Seattle, Washingbon 98125 p. 206.547.1940 E 206.547.8212 www.kdw.net 7 'I N ,'M/be* 0"oda ddawd I wotiv{nd p�ww. I Is mwt for w by w9shol "Pww69wo d CMWI-kk CONSULTANT FIRM RECEIVED CITY OF TUKWILA AUG 12 2015 PERMIT CENTER FLOOR TUKWILA CYBER CENTER 6101 SOUTH 180TH STREET Centu Link CNTY srA7E TUKWILA, WA 98188 OESCRIPMON MECHANICAL PARTIAL ROOF PLAN 150241 ®® ®® BUILDING ID BUILDING NAME ®® iV STREET ADDRESS EF-32 32"0 5 GORE 90 DEGREE ELBOW, ACCUDUCT L90 32"0 32"0 SQUARE TO ROUND TRANSITION 3202 AIRFOIL DAMPER WITH MANUAL QUADRANT ACCESSIBLE FROM LID OF BATTERY ROOM ---�_ 3202 LID ABOVE BATTERY RM 3202 FSD ELBOW WITH AIRFOIL TURNING VANES BATTERY RM L —► D MOP SINK L `SCREENED SUPPLY a AIR OPENING FIRE RATED ENCLOSURE, REF ARCH FLAG NOTES: D INTENTION IS TO DUMP UP TO 6,000 CFM OF SUPPLY AIR INTO THE AISLE IN FRONT OF THE RECTIFIERS. ADJUST SCREENED OPENING SIZE AFTER WALL DEMOLITION DETERMINES AVAILABLE SPACE. D SEE M2.1. MECHANICAL SECTION MECHANICAL DETAIL CUT BACK EXISTING RC AND INSULATION 6" AR CURB LOCATION. BUIL WEATHERTIGHT AT ALL ' CUT OPENING IN EXISTI DECK. SEE STRUCTUR. EXISTING ROOF TRUSS EXHAUST FAN DETAIL EXHAUST FAN GREENHECK LBP54 EXHAUST FAN BASE PREMANUFACTURED INSULATED CURB, SECURED PER STRUCT ROOF MEMBRANE PATCH UP AND OVER CURB RIGID INSUL TO MATCH EXISTING (AVERAGE R-23) STEEL ANGLES PER STRUCT TEMPERATURE SENSOR IN AIR STREAM ACCESS FROM ABOVE SCALE: 1/4" = 1 '-O" 0 2' +' 8' SCALE: NONE SCALE: 1 2" = 1'-0 0 1' 2' 4' 6,500 CFM I r UT BATTERIES © RECTIFIERS L E AC-1 RTU-4 RTU-2 I MD-20 I SCALE: NONE ISSUES REVISIONS NO. DESCRIPTION — DATE I BY 1 1 60% OWNER REVIEW _ 04/07/15 RJJ 2 _ 100% OWNER REVIEW — _ 05/ 15/ 15 RJJ 3 BID SET 05/18/15 ; RJJ 4 PERMIT SET j 08/11/15 RJJ i I i IWO 7M AVE., SEATD.E. WASHMON OFfK:E OF RE DR MMIY MGML w moo. ad" raw *Aw .at be dydeod M d P..o.� R IswwA for m y a npwrlullrw d CmwrAm CONSULTANT FIRM k= KDWSALA S O'BRIEIN b 10202 Fifth Avenue NE, Suite 300 :. Seattle, Washingbon 98125 p. 206547.1940 E 206.547.8212 www.kdw.net tiL J OF ASII1 `f0� I �z RECEIVED CITY OF TUKWILA 0 3403 w� kEGISTERE� AUG 12 2015 �9SI0NAL i [� � � PERMIT CENTER 150241 40 ®® BUILDING ID FLOOR ®® ®® BUILDING NAME ® ® STREET ADORM TUKWILA CYBER CENTER 6101 SOUTH 180TH STREET Centu ry L i n k rc—ay. STATE TUKWILA, WA 98188 DEsm nm MECHANICAL DETAILS AND DIAGRAMS CONSULTANT NAME CONSULTANT NAME KDW SALAS O'BRIEN DRAWN BY JCL CASE NUMBER JOB NO. SEPARATED MIT A'oos 150241 DATE 04/07/15 CHECKED BY y "'el- RJJ /DRAWIyGR�OVAL SHEET No. REw� REQUIRED M5.1 E 0 Is PANELBOARD SCHEDULE DESIGNATION ROOF 480 Y/ 277 VOLTS 3 PHASE, 4 WIRE NOTES: EXISTING PANEL LOCATION 1ST FLR 400 AMP MAIN BOLD DENOTES REVISED FED FROM MECH DIST 1 100% NEUTRAL 22000 AIC SYM CIR # CKT FUSE CIRCUIT DESCRIPTION LOAD KVA P H LOAD KVA CIR # CKT BKR CIRCUIT DESCRIPTION 1 15/3 EF-38, 5HP 6.31 a b c a b c a b c a b c a b c a b c a b 2 15/3 SPARE 3 I I 4 1 1 5 I I 6 1 1 7 15/3 EF-39, 5HP 6.31 15.00 8 40/3 HEAT TRACE PANEL, VIA 15KVA XFMR 9 I I 10 1.1 1 ( 12` 1 1 13 40/3 SPARE 14 40/3 SPARE 15 1 1 16 1 1 17 1 1 18 1 1 19 40/3 SPARE 20 40/3 SPARE 21 1 1 22 1 1 23 1 1 24 1 1 25 40/3 SPARE 26 40/3 SPARE 27 1 1 28 1 1 29 1 1 30 1 1 31 40/3 SPARE 32 40/3 SPARE 33 1 1 34 1 1 35 1 1 36 1 1 37 150/3 RTU-16A 107.95 38 40/3 SPARE 39 1 1 40 1 1 41 I 11 1c 42 1 I LOAD SUMMARY: CONNECTED CALCULATED LOAD SUMMARY (CONT) CONNECTED CALCULATED LIGHTING 0.00 KVA 0.00 KVA (125%) MISCELLANEOUS 122.95 KVA 122.95 KVA (100%) LARGEST MOTOR 6.31 KVA 7.89 KVA (125%) NON -COINCIDENTAL 0.00 KVA 0.00 KVA ( 0%) OTHER MOTORS 6.31 KVA 6.31 KVA (100%) KITCHEN EQPT 0.00 KVA 0.00 KVA ( 65%) RECEPTACLES 0.00 KVA 0.00 KVA ( 50% > 10KVA) CONTINUOUS 0.00 KVA 0.00 KVA (125%) TOTAL 135.57 KVA 137.15 KVA 163.07 AMPS 164.96 AMPS NOTES: 1. PANEL - SQUARE "D' TYPE HCN. 2. BREAKERS - SQUARE "D" TYPE HD RTU-1 RTU-3 RTU-5 RTU-7 RTU-9 RTU-11 RTU-13 ELECTRICAL ONE -LINE DIAGRAM SCALE: NONE LUGS/ I LUv •btU #4 30 kVA PNL HT 208/ 120V-30,4W 90A MCB RENTON JUNCTION SUBSTATION ELECTRICAL LEGEND I-O k� LIGHT LINE WEIGHT INDICATES FIXTURE OR DEVICE IS EXISTING - - - - RACEWAY CONCEALED Fo Fo HEAVY LINE WEIGHT INDICATES FIXTURE OR DEVICE IS NEW RACEWAY CONTINUATION WXY HATCH INDICATES FIXTURE OR DEVICE TO BE DEMOLISHED o RACEWAY TURNING UP 571 AUTOMATIC TRANSFER SWITCH (ATS) RACEWAY TURNING DOWN D NOTE REFERENCE - REFER TO "REFERENCE NOTES" -G BURIED GROUND CONDUCTOR CABINET - TYPE AS INDICATED ON PLAN RECEPTACLE OUTLET - SUBSCRIPT NUMBER INDICATES CIRCUIT GROUPING, SUBSCRIPT LETTER INDICATES:: o CIRCUIT BREAKER .` G - W/ GROUND FAULT PROTECTION WP -WEATHERPROOF 20/5 CURRENT TRANSFORMER a QUANTITY AND RATIO AS INDICATED k> RECEPTACLE, GROUNDING TYPE DOUBLE -DUPLEX LIGHTNING ARRESTOR , 125V, 15A LM DISCONNECT SWITCH FUSED '@G'Fl DUPLEX RECEPTACLE - GROUND FAULT INTERRUPTING ® EQUIPMENT CONNECTION TYPE AS NOTED TRANSFORMER, POLE MOUNTED SUBSCRIPT NUMBER INDICATES: FUSED DISCONNECT SWITCH 1ST NUMBER - NUMBER OF TRANSFORMERS 2ND NUMBER - TRANSFORMER kVA RATING 3RD NUMBER - NUMBER OF PHASES -T-F- GROUND BAR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR O GROUND CONNECTION MO UTILITY METER HOMERUN INDICATES GROUND CONDUCTOR �-O +XX WALL MOUNTED LIGHT FIXTURE, XX INDICATES HEIGHT IN INCHES AFF INDICATES NUMBER OF CONDUCTORS qE PUSH BUTTON INDICATES NEUTRAL NOTE: © PULL STATION - DOOR STRIKE RELEASE BRANCH CIRCUIT WIRING SHOWING CIRCUIT HOME RUN TO PANELBOARD. HASHMARKS SHOW QUANTITY OF #12 0 INTERCOM WALL SPEAKER CONDUCTORS WHEN MORE THEN 3 ARE REQUIRED. SWITCH CR CARD READER $3 3-WAY SWITCH -rr FGB FLOOR GROUND BAR $4 4-WAY SWITCH Tr OPGB OFFICE PRINCIPAL GROUND BAR VFD VARIABLE FREQUENCY DRIVE Ell COMBINATION STARTER (1) JUNCTION BOX p TEL/DATA OUTLET PANELBOARD (120/208V) PANELBOARD (277/480V) PP POWER POLE WITH TEL/DATA XXX LIGHT FIXTURE TYPE LIGHT FIXTURE LIGHT FIXTURE ®DC NIL DC: DUAL POWERED LIGHT, AC PRIMARY POWER/DC BACKUP POWER. BODINE CB-90 BALLAST. NL: UNSWITCH NIGHT LITE. ® EXIT LIGHTING FIXTURE - CEILING MOUNT DUCT SMOKE DETECTOR Q A AIR TERMINAL SHEET NOTES 1. COORDINATE WITH WORK OF OTHER TRADES PRIOR TO START OF WORK. 2. REFER TO PLAN SHEETS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. 3. COORDINATE CONSTRUCTION PHASING TO MINIMIZE OUTAGES TO CRITICAL EQUIPMENT AND OPERATIONS. >FLAG NOTES DPROVIDE NEW BREAKER IN LOCATION AND SIZE NOTED. NEW BREAKER TO MATCH EXISTING. GENERAL ELECTRICAL NOTES 1. THE CONTRACTOR IS STRONGLY URGED TO REVIEW THE PROJECT SPECIFICATIONS IN DETAIL THE ELECTRICAL STANDARDS FOR THIS PROJECT EXCEED THE REQUIREMENTS OF THE NEC. 2. EXISTING CONDITIONS ARE DENOTED LIGHTLY. NEW WORK INCLUDED IN CONTRACT IS BOLD. REWORK EXISTING TERMINATIONS, CONNECTIONS, CONDUIT AND WIRING TO ACCEPT MODIFICATIONS BEING MADE. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND UNDERSTAND THE EXTENT OF THE REMODEL WORK REQUIRED PRIOR TO QUOTATION. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. 4. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN BASED ON LIMITED FIELD OBSERVATIONS. KDW SALAS O'BRIEN ARCHITECTURE AND ENGINEERING IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. 5. PROVIDE EQUIPMENT PROTECTION ABOVE ALL NETWORK EQUIPMENT (INCLUDING BUT NOT LIMITED TO CABLING, BUS, CABLE TRAY, EQUIPMENT BAYS, RECTIFIERS, BATTERIES, INVERTERS, DISTRIBUTION PANELS, ETC.). WHEN WORKING ABOVE EQUIPMENT, ALL PROTECTION SHALL BE COORDINATED WITH THE OSWF TO ENSURE THAT THE PROTECTION WILL NOT BLOCK ACCESS TO EQUIPMENT OR CAUSE OVERHEATING. PROVIDE TEMPORARY COOLING AS REQUIRED. 6. PROTECT STRUCTURE AND ALL OWNER EQUIPMENT FROM DAMAGE. ANY ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION, WITHOUT EXTRA COST TO THE OWNER. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 7. REUSE OF EXISTING CONDUIT IS ACCEPTABLE WHERE CURRENT NEC AND LOCAL CODE REQUIREMENTS ARE MAINTAINED. PROVIDE NEW CONDUIT FOR NEW INSTALLATIONS AND EXTENSION OF EXISTING INSTALLATIONS. CONDUIT RUNS REMOVED SHALL NOT BE REINSTALLED. ALL WIRE IS TO BE NEW & WITHOUT SPLICES. 8. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR IN ALL FEEDERS AND BRANCH CIRCUITS. 9. FIRE SEAL ALL FIRE RATED WALLS AND FLOOR PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 10. COORDINATE INSTALLATION OF ELECTRICAL DEVICES SERVING MECHANICAL EQUIPMENT WITH MECHANICAL WORK PRIOR TO ROUGH IN. 11. ALL MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH SEISMIC ZONE 4 REQUIREMENTS. 12. FIRESTOPPING IS TO BE PROVIDED IN ACCORDANCE WITH AT&T STANDARDS. COORDINATE WITH THE GENERAL CONTRACTOR. DRAWING INDEX ED.1 ELECTRICAL LEGEND AND NOTES E2.1 ELECTRICAL PARTIAL FLOOR PLANS E2.2 ELECTRICAL PARTIAL ROOF PLAN TISSUES / REVISIONS NO. DESCRIPTION j DATE BY 1 2 60% OWNER REVIEW 100% OWNER REVIEW_ _- 04/07/15 05/15/15 RJJ LRJJ 3 BID SET 05/18/15 RJJ 4 PERMIT SET 08/11/15� I RJJ � I 1600 7M AVE., STJRTI.E, WAS NCION f1r Ynb *Add of be abdona b aiodhaAr/ pnan ! b ar A far m OFFICE OF THE DR PROPERTY MGMF. y wa6atad nP.w.e�ttw. d Gdurtrk COMSI MIT FIRM KDVV�r� S '`' <,�.��SO'BRIEN a � 10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 206.547.1940 f. 206.547.R12 www.kdw.net 17• SIB' �� of WAS�I��. Go z ! RECEIVED CITY OF TUKWILA ,0 34560 w� /STAUG 12 2015 AUG 1Sti� �SSIONAL� PERMIT CENTER 150241 �® ®® BUILDING ID FLOOR ® ® euTTaNG NAME TUKWILA CYBER CENTER STREET ADDRESS 6101 SOUTH 180TH STREET Centu ry L i n k CITY SFaTE TUKWILA, WA 98188 DESCMMON ELECTRICAL LEGEND AND NOTES CONSULTANT NAME CONSULTANT NAME KDW SALAS O'BRIEN DRAWN BY JCL CASE NUMER JOB NO. DATE 04/07/15 SEPARATE 150241 CIiECICTD BY SAC PERMIT AND ORAWI }' L SHEET NO. REQUIRED EO.1 SHEET NOTES I D LL] 0- 0 U� 1 U U U ELECTRICAL PLAN NORTH PARTIAL ROOF PLAN SCALE: 1 /8" = 1'—O" 0 4' a' 16' T I I `Jl O 1. DO NOT SCALE THESE DRAWINGS. 2. VERIFY ALL DIMENSIONS & CONDITIONS IN THE FIELD. NOTIFY ENGINEER OF ANY DISCREPANCIES. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE EXACT EXTENT OF WORK, COORDINATION, DEMOLITION, TEMPORARY CONSTRUCTION, TEMPORARY FACILITIES, ETC. NECESSARY TO COMPLETE THIS PROJECT AS INDICATED IN THE CONTRACT DOCUMENTS. 4. EXISTING INFORMATION SHOWN ON DRAWING HAS BEEN TAKEN FROM EXISTING DRAWINGS PROVIDED BY THE OWNER AND/OR CURSORY FIELD SKETCHES TAKEN FROM EXISTING FILED SKETCHES AND OBSERVATIONS. KDW SALAS O'BRIEN AND THEIR REPRESENTATIVES ARE NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OR CONFORMANCE WITH CODES OF ANY WORK SHOWN AS EXISTING. 5. ALL TELECOMMUNICATIONS EQUIPMENT TO REMAIN ON—LINE AND FUNCTIONING AT ALL TIMES. CONTRACTOR TO PROTECT & MAINTAIN POWER TO ALL EQUIPMENT SCHEDULED TO REMAIN FOR THE DURATION OF CONSTRUCTION. 6. SCHEDULE ALL WORK OVER, NEAR OR AFFECTING NETWORK EQUIPMENT WITH CENTURY LINK ON —SITE WORK FORCE PERSONNEL. COMPLETE "METHODS OF PROCEDURE" FOR WORK AS DIRECTED BY AT&T IN ACCORDANCE WITH AT&T STANDARDS. 7. CONTRACTOR TO REMOVE ALL MATERIALS NOT RELATED TO THE FINISHED PRODUCT FROM THE SITE. 8. MAINTAIN AREAS FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND ORDERLY IN AS MUCH AS REASONABLY POSSIBLE. 9. CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION, BRACING & SHORING OF EXISTING AND NEW EQUIPMENT OR MATERIALS UNTIL SUCH TIME IT IS PERMANENTLY SUPPORTED OR IS READY FOR REMOVAL DURING CONSTRUCTION, WHETHER SCHEDULED FOR DEMOLITION OR REUSE. 10. PROVIDE EQUIPMENT PROTECTION ABOVE ALL NETWORK EQUIPMENT (INCLUDING BUT NOT LIMITED TO CABLING, BUS, CABLE TRAY, EQUIPMENT BAYS, RECTIFIERS, BATTERIES, INVERTERS, DISTRIBUTION PANELS, ETC.). WHEN WORKING ABOVE EQUIPMENT, ALL PROTECTION SHALL BE COORDINATED WITH CENTURY LINK PERSONNEL TO ENSURE THAT THE PROTECTION WILL NOT BLOCK ACCESS TO EQUIPMENT OR CAUSE OVERHEATING. PROVIDE TEMPORARY COOLING AS REQUIRED. CONTRACTOR TO SUBMIT DESIGN OF ALL TEMPORARY DUST BARRIERS TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. D FLAG NOTES PROVIDE LIGHTNING AIR TERMINAL ON TOP OF UNIT HOUSING AND CONNECTION TO EXISTING LIGHTNING PROTECTION SYSTEM CONDUCTOR. PROVIDE FEEDER TO NEW FAN UNIT, VIA NEW VFD, AND MAKE FINAL CONNECTIONS PER MANUFACTURER'S INSTRUCTIONS. VFD FURNISHED BY MECHANICAL, INSTALLED BY ELECTRICAL, CONTROLS BY MECHANICAL. PROVIDE FEEDER TO NEW FAN UNIT AND MAKE FINAL CONNECTIONS PER MANUFACTURER'S INSTRUCTIONS. DISCONNECT FEEDER FROM EXISTING FAN TO BE REPLACED AND EXTEND TO NEW FAN TO BE INSTALLED IN SAME LOCATION. REFER TO SHEET E2.1 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. ISSUES / REVISIONS NO. i DESCRIPTION DATE BY _ - =l 1 60% OWNER REVIEW 04/07/15 RJJ 2 100% OWNER REVIEW 05/15/151 RJJ 3 BID SET _ _ _ 05/18/15 RJJ 4 PERMIT SET 08/11 /15 j RJJ 1600 7M AVE., SEGU& WASHMM OMCE OF THE DR PROPEW MGML t KDW I ASO'BRIEN C 10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 z p. 206.547.1940 E 206,547.8212 www.kdw.net 1). SI .p 34560 �O.p �AGISTEgF'� cy4 150241 n. wannew eanbiiw bw* #mN ut be dwmw to ucetlwtad p�a� I Is nwt for by ___ d Q 4 7m CONSULTANT FIRM RECEIVED CITY OF TUKWILA AUG 12 2015 PERMIT CENTER ® ®® BUILDING ID FLOOR ® SA BUILDING NAME �� ®� TUKWILA CYBER CENTER STREET ADDRESS 6101 SOUTH 180TH STREET CenturvLink Crry, STATE TUKWILA, WA 98188 DESCRIPTION ELECTRICAL PARTIAL ROOF PLAN CONSULTANT NAME CONSULTANT NAME KDW SALAS O'BRIEN DRAWN Br JCL CASE NUMBER JOB NO. DATE 04/07/15 SEI1-% � 150241 PERMIT AND CHECKED BY J DRAN9 '`' SHEET N0. ; IEW!KED E2.2