The URL can be used to link to this page

Home My WebLink AboutPermit D19-0043 - EDGECONNEX - CABINETS TO SUPPORT GOOGLE EQUIPMENTEDGECONNEX 3425 S 116TH ST 133 D19-0043 Parcel No: Address: �°^�xx ^�� Tukwila ~~U~ x�n "U�m^��Kn�� Department of Community Development 63OOSouthcente,Boulevard, Suite #1OO Tukwila, Washington 9D188 Phone: 206-431'3670 Inspection Request Line: 2O6-Qg'935O Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 1023049043 Permit Number: D19-0043 Project Name: EDGECONNEX Issue Dat : 3/5/2019 Permit Expires On: 9/1/2019 Owner: Name: Contact Person: Address: Contractor: POBOX 49OU'S[0TTSDAUE,GA, 85261 [HRB]AMB JSSOSANDY PLAINS RDSUITE 2JS-33O 'M4R|[TT4 GA,]OO66 MADBONCOMMUNICATIONS OFGA INC Address ZSSOSANDY PLAINS Kn-SUITE ZZ5- 33D,PWAR|ETTA G4`3OOG6 License No: N1AD|3[G813BH Lender: Address: ''' Phone: (404)3574611 Phone: (770)541-6010 Expiration Date: 1/8/2021 DESCRIPTION OFWORK: INSTALLATION OF INFRASTRUCTURE CABINETS TO SUPPORT GOOGLE EQUIPMENT INSTALL.ALL ELECTRIC AND BASE BUILDING CONSTRUCTION |SCOVERED UNDER ANOTHER PERMIT. D1h'O25] Project Valuation: $259182.00 Type ofFire Protection: Sprinklers: Fire Alarm: Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $5,15448 Occupancy per IBC: U Water District: TUKW|LA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[l364b8: Code: Public Works Activities: [hanne|izatinn/StrpinO: [urb[ut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveoizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: 0 Number: 0 No Permit Center Authorized Si8natune: Date: -� �-1�_| '� |q 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 permitdoes not presume to give authoritytovio|ateorcance|thepnmbnnsnfanyother state urlocal laws regulating conmru pe�n/manoeufwork, |amauthohzed todgnand obtain this � development permit and agree toth'"��i''*nsa tached to this permit. Signature: - Date: Print Name: e � � / �� '/ 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: 3: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated utone extinguisher for each lO0Osq. ft. ofarea. The exdnguisher(dshould beofthe "all purpose^(Z/\ lO B�C) dry chemical type. The travel distance toany extinguisher must be75' or less. (|FC 9063)(mpPA10'5.4) 1: Portable fire extinguishers, not housed hn cabinets' shall be installed on the hangers urbrackets suppUed. Hangers nrbrackets shall besecurely anchored tnthe 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 isnot more than 3.Sfeet (1OG7nnm) 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), (|FCDV6.7and |F[ 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|FC9V6.5) 4: Maintain fire extinguisher coverage throughout. 8: 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) 6: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 5: 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). 10: 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) 9: 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) 7: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 13: ***BUILDING PERMIT CONDITIONS*** 14: 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. 15: 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. 16: 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. 17: 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. 18: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 19: 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. 20: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 21: 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. 22: 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). 23: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 24: 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. 25: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 4046 SI-EPDXY/EXP CONC CITY OFTUK L A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: — 2 ci" Lq Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION // , King Co Assessor's Tax No.: Site Address: 31/Z S 5 ` '$T 3u1/a'/ + ' Suite Number: 433 Floor: / Tenant Name: '''S(.7e-einfAI PROPERTY OWNER Name: E fro Lit v x Inc Irp+ a 07 - Address: ,I7 © 5 Q J 9 (1 00 City: S C 64 S di ei IL State: A I Zip: Cs R‘ I CONTACT PERSON — person receiving all project communication Name: 4.5 ... fits Address: 2550 ! "PkIIti S S4&rr 221 336 City: State: Zip:3 66 AttLIET - 4,0... 0 Phone: 9a� &,7' #// Fax: ne 6"47l . k 6 Email: GENERAL CONTRACTOR INFORMATION Company Name: ,0N citao,,IN1rrI6CN 5 trPr 6A 1 TvC Address: Sv �SANO1 PtildvaS 7vk Su l rk 225. A 3 © City: m ►r,t. State: 6IA Zip: ,19G 4o 10 Phone: 4ef' 7,74ii Fax: %%U 5/l , 6o`%0 Contr Reg No.: tiNco‘ SC G 313 BHExp Date: I , a , Z,0 �\ Tukwila Business License No.: Buso _ q f New Tenant: ❑ Yes ❑.. No ARCHITECT OF RECORD Company Name: 0 1 4* Architect Name: I Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: �in i i „ • 6 4.0 1_4, M Engineer Name: c51sI t, 4,-1A Sin I I,~L1 C.) J Address: q) 0-pew-Al cf JrU rrE' 4z4s. City: A 1 State: G A ' Zip:3 ill tD 7 Phone: / 7 a 2/20 8laciFax: �P Email: S H►6-j14 N , Sr % 0 CAI- 0,01 i IW 54114,6u2/rteri / /a121, LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: E(:\Applications\Fonns-Applications On Line12012 ApplicationsU'ermit Application Revised - 2-7- I2.docx Revised: February 2012 bh Page 1 of 4 BUILIMNG PERMIT INFORMAT 206-4 -3670 Valuation of Project (contractor's bid price): $ Z471 /82 i Existing Building Valuation: $ Describe the scope of work (please provide detailed information): /75.a 4-27,./1 ,f:/c _Zy —4541.s424(04'fel .44 N TS 'TO ,.5ixDrievt7-4r)q le., hia,041 en( in/S7Pt‘ V ,4te nFive/e4514... ea41.gudeb,r 4 /vs7v/cil;/41/ /5 /v/ Will there be new rack storage? El ....Yes o If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing lnterior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Ist Floor ra Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: p.J/fr - 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? El Yes El No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: /V e- 1)16 - oas 3 0 Sprinklers 0 Automatic Fire Alarm EL..— None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 „.... No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 116-oRs3 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications \Forms -Applications On Line \ 2012 Applications\Permit Application Revised - 2-7-12 &mix Revised: February 2012 Pape 2 nf PUBLIC WORKS PERMIT INFCCI.ATION — 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 0 ...Water District #125 ., • Water Availability Provided Sewer District 0 .. Tukwila 0 .. Sewer Use Certificate 0 ...Valley View 0 ...Sewer Availability Provided 0 Highline 0... Renton D... Renton 0... Seattle Septic System: D On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): .. Civil Plans (Maximum Paper Size — 22" x 34") EJ .. Technical Information Report (Storm Drainage) 0 .. Bond 0 Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): D .. Right-of-way Use - Nonprofit for less than 72 hours Right-of-way Use - No Disturbance • Construction/Excavation/Fill - Right-of-way D Non Right-of-way 0 .. Total Cut cubic yards 0 .. Total Fill cubic yards O Sanitary Side Sewer O Cap or Remove Utilities 0 .. Frontage Improvements 0 .. Traffic Control .. • Backflow Prevention - Fire Protection 0... Geotechnical Report 0...Maintenance Agreement(s) Traffic Impact Analysis 0.. Hold Harmless — (SAO) . Hold Harmless — (ROW) la.. Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone El ... Storm Drainage . Abandon Septic Tank .Curb Cut . Pavement Cut . Looped Fire Line Irrigation Domestic Water • Permanent Water Meter Size (1) 0 „ Temporary Water Meter Size (I) El .. Water Only Meter Size........... O Sewer Main Extension....... ..... Public .. Water Main Extension............ Public 11 11 11 0...Grease Interceptor ... Channel ization D ... Trench Excavation 0... Utility Undergrounding WO # (2) " WO # (3) " WO # WO # (2) " WO # (3) " WO# WO # 0.. Deduct Water Meter Size Private 0 Private 0 11 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) • Water 0 .. Sewer 0 ,. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip ittApplicationsWorms-Applications On Line \20I2 ApplicationslFermit Application Revised - 2-7-12.docz Revised: February 2012 Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date ofapplication 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 L WS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. i ,D BUILDING OWNER OR AUT Z7,AGENT: Signature:, 0• Date: / 30 / ,i Print Name: tkx_ 47-rt-i-n-'15 Day Telephone: e6/e/ 3S-7 5//7 Mailing Address: 7Sb 5-4-vititi Pap,../4, at 5-„,,, z2J-?5,y ,41,0, ve-7-7--",- 60-- SePoa I City State Zip liMpplicationsWorms-Applications On Line \20I 2 ApplicationsTermit Application Revised - 2-7-12.docs Revised: February 2012 Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $3,193.49 D19-0043 Address 3425 3425 S 116TH ST 133 Apn: 1023049043 $3,193.49 Credit Card Fee $93.01 Credit Card Fee R000.369.908.00.00 0.00 $93.01 DEVELOPMENT $2,954.03 PERMIT FEE R000.322.100.00.00 0.00 $2,929.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $146.45 TECHNOLOGY FEE R000.322.900.04.00 0.00 $146.45 TOTAL FEES PAID BY RECEIPT: R16786 $3,193.49 Date Paid: Wednesday, February 06, 2019 Paid By: CHRISTOPHER JAMES Pay Method: CREDIT CARD 006065 Printed: Wednesday, February 06, 2019 11:47 AM 1 of 1 SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,960.99 D19-0043 Address: 3425 S 116TH ST 133 Apn: 1023049043 $1,960.99 Credit Card Fee 7.12 Credit Card Fee R000.369,908.00.00 0.00 $57.12 DEVELOPMENT $1,903.87 PLAN CHECK FEE R000.345.830 00.00 0.00 $1,903,87 TOTAL FEES PAID BY RECEIPT: R16695 $1,960.99 Date Paid: Tuesday, January 29, 2019 Paid By: ERIC VALDEZ Pay Method: CREDIT CARD 04587D Printed: Tuesday, January 29, 2019 3:58 PM 1 of 1 SYSTEMS 0 CO TUKWILx ETRAKIT 6200 SOUTH[ENTEK DLVD TUKWILx, WA 98188 206'433'1870 CITY OF TVKWILu 0017340000802374464500 Date: 02/06/2019 11:46:59 AM CREDIT CARD SALE VISA CARD NUMBER: **********9295 K TRxN AMOUNT: $3,193.49 APPROVAL CO: 006005 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT x[OJnoIwG TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy 0 CO CITY OF TUKWILu 0017340000802374464500 Date; 01/29/2019 03:58:19 mw CREDIT CARD SALE VISA CARD NUMBER: **+***+*^2442 K TRAN AMOUNT: $1'950.99 APPROVAL [D: 04587D RECORD #: 000 CLERK ID: 1azzel X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWIL4 [TRAKIT 5280 SVUTH[ENI'ER BLVD TUKWILA, Wu 98188 205'433-I870 CITY OF TUKWIL4 Date: 01/29/2019 03:58:19 PM [nEozT [4nn SALE VISA CARD NUMBER: ++********2442 K TKAN AMOUNT: $1^960 99 APPROVAL [D: 04587o RECORD #: 800 CLERK ID: jazzel Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ,r Type of inspection: Address: �� £ ff :Date Cal ed: Special Instructions: ©ate War ted: 4 2 i a.m.P� Requester: t-�G Phone Nc :p Approved per applicable codes. L1 Corrections required prior to approval. MEN"TS: nspecto Date: REINSPECTI©NI FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit NSPECTION 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 nsp on: Address: 341g- Date ailed: Special Instru on : Date Wanted: . . Reque e : Phone No: 4011 riApproved per applicable codes. CorrecUons required prior to approval. COMMENTS: dilifi/A/4 n pe Date: REENSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedute reinspection. POST -INSTALLED ANCHORS REPORT Report Number: M8191064.0001 Service Date: 02/28/19 Report Date: 03/04/19 MAYES TESTING ENGINEERS AlbnlIalflccwom 10029 S. Tacoma Way Ste E2 Tacoma, WA 98499-4686 253-573-9939 Client Project Madison Communications Inc EdgeConneX Tukwila Racking System Installation Attn: Eric Valdez 3425 S 116th St 2250 Sandy Plains Rd Ste 225-330 Tukwila, WA Marietta, GA 30066-5702 Project No.: M8191064 Permit No.: D19-0043 Weather: inside Inspected the anchoring for the unistrut racks and equipment cabinet mounting. Anchoring consists of 5/8" rods and wedge anchors for the equipment cabinets and bolts to unistrut sections under the floor tiles for the racking. All anchoring is per the engineer's drawings. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspection/Materials Testing Mayes Testing Engineers Rep.: Ian Janeczko Reported to: Madison Contractor: Report Distribution: (1)Madison Communications Inc, Eric (1) City of Tukwila, Building Official Valdez (1) EdgeConneX Inc, Abdulla Albouri (1) Mayes Testing Engineers, Inc, Ed Smith RECEIVED CITY OF TUKWILA MAY 0 2 2019 PERMIT CENTER Reviewed By: Paul Davis Office Manager I The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods, This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 1 °C1)) Certified Test, Adjust and Balance Report Project: Gateway North Building 6 - Edgeconnex Address: 3425 S 116th St Tukwila, WA 98186 Engineer: Mechanical Contractor: Address: BCEI Apollo Sheet Metal PO Box 7287 Kennewick, WA 99336 TAB Supervisor: Dustin Polly NEBB Certification: 3000 Date: RECEIVED CITY OF TUKWILA MAY 0 2 2019 April 29, 2019 PERMIT CENTER P.O. Box 86 • Issaquah, Washington 98027 • (425) 313-0172 • Fax (425) 313-5735 Page 1 of 23 AI]TEST Co. Table of Contents Certification NEBB Certificates 3 4 AIRTEST Company, Inc. Warranty 7 Calibration Report 8 Test and Balance Summary Field Note Report Fan Coil Reports CRAC-20000 CRAC-21000 13 CRAC-22000 15 CRAC-23000 17 CRAC-24000 19 FCU-04000 20 FCU-05000 21 Fan Unit Reports 22 EF-03000 22 EF-04000 22 Numbered Floor Plan 23 9 10 11 11 Page 2 of 23 AIRTEST Co., Inc. N• PROJECT: ADDRESS: CERTIFICATION Gateway North Building 6 - Edgeconnex Tukwila, WA THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCES, ARE NOTED IN THE TEST -ADJUST -BALANCE REPORT PROJECT SUMMARY. NEBB TAB FIRM: AIRTEST CO., INC. REG. NO. 3000 CERTIFIED BY: DUSTIN POLLY DATE: April 29, 2019 SUBMITTED & CERTIFIED BY: NEBB TAB FIRM: AIRIEST CO., INC. TAB SUPERVISOR: DUSTIN POLLY REG. NO. 3000 SIGNATURE: CERTIFICATION EXPIRATION DATE: March 31, 2021 P.O. Box 86 • Issaquah, Washington 98027 (425) 313-0172 • Fax (425) 313-5735 Page 3 of 23 c 604 certification THIS IS TO CERTIFY THAT HAS MET ALL REQUIREMENTS FOR NEB CERTIFICATION IN THE FOLLOWING DISCIPLINE. Expiration Date 3000 NE $ Certification Num NEBB Certification Board NEBB Certified Professional Dustin ToOEy HAS MET ALL THE NEBB REQUIREMENTS FOR NEBB CERTIFIED PROFESSIOnAL STATUS IN gifting, .4dJustinganiBancing fAvironmentaiSystemf This Certificate, as well as individual affiliation with a NEBB Certified Firm and associated NEBB Certification Stamp are REQUIRED to provide a NEBB Certified Report. Participation in the NEBB Quality Assurance Program requires the Certificant be affiliated with a NEBB Certified Firm. March 31, 2021 Expiration Date 23552 NEBB Certificant Number NEBB Certification Board t'hairrnan c4gifila NEBB Certification Director The NEBB Certification Board retains sole ownership of all certificates, The NEBB Certification Board Policy Manual governs use of this certificate. A 0' 0 NEBB Certification Board NEBB Certified Technician Jv!ichaefXehoe HAS MET ALL THE NEBB REQUIREMENTS FOR Is EBB CERTIFIED TECHNICIAN STATUS IN Testing) *sting anhalancing t f Environmental Systems This Certificate, as well as individual affiliation with a NEBB Certified Firm and associated NEBB Certification Stamp are REQUIRED to provide a NEBB Certified Report. Participation in the NEBB Quality Assurance Program requires the Certificant be affiliated with a NEBB Certified Firm. March , 1, 2021 Expiration Date 20887 NEBB Certificant Number NEBB Certification Board Chairman 54.liteila ciftiAA. NEBB Certification Director The NEBB Certification Board retains sole ownership of all certificates, The NEBB Certification Board Policy Manual governs use of this certificate. RTEST Co. Inc. Warranty of TAB Services PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 TECHNICIAN: Mike Kehoe Warranty of TAB Services: AIRTEST Co., Inc. warranties the TAB work performed on this project for one year from the date of the first published report. AIRTEST Co., Inc. reserves the right to correct errors or omissions in the collection of data, and issue amended TAB reports. This Warranty covers all Test and Balance services provided by AIRTEST unless otherwise stated in writing. When any balancing issues or concerns arise, AIRTEST Co., Inc. will dedicate resources to understand the issue or question. This may include a return trip(s) to the project site, or other appropriate methods of resolving the issue. A return trip(s) to the site, if necessary, will involve verification of system adjustments and adherence to reported values. No charges will be issued for any work found to be in compliance with the reported data, however if AIRTEST Co., Inc. is directed to make adjustments that result in differences from the reported data (Le. Comfort Balancing), charges may be incurred. Repeated requests for Warranty services may incur charges if the TAB work is found to be in compliance with the reported data. Voided Warranty and Additional Charges: When issues arise due to mechanical equipment failure, control or maintenance related causes, the return trip may be subject to a service charge not covered under warranty. AIRTEST Co., Inc. reserves the right to resolve any TAB issues. Actions by others to resolve a warranty issue before AIRTEST Co., Inc. is notified, or allowed sufficient time to respond, will result in a voided project warranty. Any return trip(s) to the jobsite as a result of such actions are subject to charges. A purchase order will be required before returning to the jobsite if such conditions exist. Document Archiving: An electronic copy of the test data will be provided at no charge for the warranty period. Electronic copies of the project test data may be available after the warranty period, at no charge. Printed / bound copies will be subject to a fee. Page 7 of 23 Calibration Report PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 TECHNICIAN: Mike Kehoe INSTRUMENT / SERIAL NUMBER APPLICATION DATES OF USE THRU CALIBRATION TEST DATE Pacer DA410/ 1017331 Velocity Apr-19 8/18 Evergreen Telemetry CH-15D / 1800187 CFM Apr-19 11/18 Evergreen Telemetry S-PVF-1 / 1600107 Pressure Apr-19 9/18 Shimpo DT-205LR / C17A0012R❑ RPM Apr-19 10/18 Fluke T6-600/ 42840147 Electrical Apr-19 8/18 Evergreen Telemetry RM-T-1 / 1800172 Temperature Apr-19 11/18 Evergreen Telemetry S-DP-250 / 1800129 Hydronics Apr-19 6/18 SYMBOLS & ABBREVIATIONS ADJ = Adjustable Fan Speed CD = Ceiling Diffuser CFM = Cubic Feet per Minute D/A = VAV Inlet Dimension in Inches DD = Design Data EG = Exhaust Grille E.S.P. = Extemal Static Pressure F/C = VAV Calibration Factor FCD = Field Collected Data FG = Floor Grille FLA = Motor Full Load Amps GPM = Gallons per Minute HP = Horsepower Hz = Hertz in. Hg. = Inches Mercury in. w.g. = Inches Water Gauge LD = Linear Diffuser LD x = Linear Diffuser where "x" is number of slots N/A = Not Available NI= Not Installed NR = Not Required NPSH = Net Positive Suction Head RG = Retum Grille RPM = Revolutions per Minute SF = Motor Service Factor S.P. = Static Pressure SWG = Side Wall Grille T.S.P. = Total Static Pressure VAR = Variable Fan Speed Page 8 of 23 A RTEST CoInc. OftirMIMZ, ,44.0 401MA, Test and Balance Summary PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: April 29, 2019 TECHNICIAN: Mike Kehoe Test and balance was done based upon NEBB procedural standards and Washington State Energy Code. Items of note are listed in the "Field Note Report" and in the "Note" section under each piece of equipment throughout the report. Unable to test all equipment under design day conditions due to ambient conditions at time of balance. Supply Units: CRAC Units: CRAC units filter banks were read with Velgrid to determine CFM. Speed adjusted in manual mode as directed by Liebert technician Office FCU diffusers read with flow hood, balanced with volume dampers. Back Hallway FCU grills read with RVA. Exhaust Units: Office EF Inlets were read with flow hood IT EF discharge grill was read with RVA. Page 9 of 23 Field Note Report PROJECT: Gateway North Budding 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUT : DustinPolly -4,. S stem Unit Narn-e- Qntact _ Not s _ omm Fan Unit EF-04000 25-Apr-19 25-A•r-19 Mike Kehoe Mike Kehoe . - Speed control adjusted Read dischar.e 4ritl,.._ .. AIRTEST Co., inc. Page 10 of 23 Fan Coil PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: CRAC-20000 AREA: Data Center unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Type / Class Liebert DA150DP1A N18JCE0047 Downflow TestData Fan Speed Extemal SP Design 80% 0.2 in. wc. Electrical Test Data Final Operating Hz Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Amps Ti Arnps T2 Amps T3 80% 466 Volts 467 Volts 465 Volts 3.0 Amps 2.9 Amps 2.9 Amps Tested By: Mike Kehoe Date: 4/18/2019 Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps t Motor Data 3.75 460 3 60 Hz 3.7 Amps Sheave Data Drive Type Direct Drive Alr Test Data Total Fan CFM Design Total Fan CFM Act. 18000 CFM 18929 CFM Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 Filter Data Liebert Pleated 10 21x24x4 AIRTEST Co., Inc. Page 11 of 23 Fan Coil PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: CRAC-20000/CRAC-20000 AREA: Data Center UnitData Traverse Location Type of Traverse Test Instrument Used Inner Height Inner Width Duct Area # of Rows (T-B) Readings Per Row (L-R) Total Readings Filter Bank Rectangular Velgrid 42 in. 118 in. 34.417 sq. ft. 2 5 10 Row 1 Row 2 Tested By: Mike Kehoe Date: 4/18/2019 Final Da Sum of Readings Average Velocity Design Total Flow (CFM) Actual Total Flow (CFM) 5503 FPM 550 FPM 18000 CFM 18929 CFM Traverse Data Points es 0 () 118 0 AIRTEST Co., Inc. Page 12 of 23 Fan Coll PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: CRAC-21000 AREA: Data Center Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Type / Class Liebert DA150DP1A N18JCE0061 Downflow TestData Fan Speed External SP Design 80% 0.2 in. wc. Final Operating Hz Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Amps T1 Amps T2 Amps T3 Electrical Test Da 80% 466 Volts 466 Volts 465 Volts 2.9 Amps 2.9 Amps 3.0 Amps Tested By: Mike Kehoe Date: 4/18/2019 Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Data 3.75 460 3 60 Hz 3.7 Amps Sheave Data Drive Type Direct Drive Air Test Data Total Fan CFM Design Total Fan CFM Act. 18000 CFM 19136 CFM Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 ; Fitter Data Liebert Pleated 10 21x24x4 AIRTEST Co., Inc. Page 13 of 23 Fan Coll PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: CRAC-21000/CRAC-21000 Unit Data Traverse Location Type of Traverse Test Instrument Used Inner Height Inner Width Duct Area # of Rows (T-B) Readings Per Row (L-R) Total Readings Filter Bank Rectangular Velgrid 42 in. 118 in. 34.417 sq. ft. 2 5 10 Row Row 2 Tested By: Mike Kehoe Date: 4/18/2019 Final Data Sum of Readings Average Velocity Design Total Flow (CFM) Actual Total Flow (CFM) Traverse Data Points 118 5557 FPM 556 FPM 18000 CFM 19136 CFM AIRTEST Co., Inc. Page 14 of 23 Fan Coil PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: CRAC-22000 AREA: Data Center Unit Manufacturer Unit Model Number Unit Serial Number Fan Type / Class Unit Data Liebert DA150DP1A N18JCE0057 Downflow Test Data Fan Speed External SP Design 80% 0.2 in. wc. Final Operating Hz Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Amps Ti Amps T2 Amps T3 Electrical Test Data 80% 466 Volts 467 Volts 470 Volts 2.9 Amps 3.1 Amps 3.1 Amps Tested By: Mike Kehoe Date: 4/18/2019 Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Data 3.75 460 3 60 Hz 3.7 Amps Drive Type Sheave Data Direct Drive Air Test Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 Filter Data Liebert Pleated 10 21x24x4 AIRTEST Co., Inc. Page 15 of 23 Fan Coil PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: CRAC-22000/CRAC-22000 Unit Data Traverse Location Type of Traverse Test Instrument Used Inner Height Inner Width Duct Area # of Rows (T-B) Readings Per Row (L-R) Total Readings Filter Bank Rectangular Velgrid 42 in. 118 in. 34.417 sq. ft. 2 5 10 Row Row 2 Tested By: Mike Kehoe Date: 4/18/2019 Final Dat Sum of Readings Average Velocity Design Total Flow (CFM) Actual Total Flow (CFM) 5619 FPM 562 FPM 18000 CFM 19342 CFM Traverse Data Points 118 '5 0 AIRTEST Co., Inc. Page 16 of 23 AIRTEST Co Fan Coil PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: CRAC-23000 AREA: Data Center Unit Unit Manufacturer Unit Model Number Unit Serial Number Fan Type / Class Liebert DA150DP1A N18JCE0056 Downflow Test Data Fan Speed Extemal SP Design 80% 0.2 in. wc. Electrical Test Data Final Operating Hz Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Amps T1 Amps T2 Amps T3 80% 466 Volts 464 Volts 465 Volts 3.0 Amps 3.1 Amps 3.0 Amps Tested By: Mike Kehoe Date: 4/18/2019 Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps 3.75 460 3 60 Hz 3.7 Amps Sheave D to Drive Type Direct Drive Air Test Data Total Fan CFM Design Total Fan CFM Act. 18000 CFM 19618 CFM Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Liebert Pleated 10 21x24x4 AIRTEST Co., Inc. Page 17 of 23 Fan Coil PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: CRAC-23000ICRAC-23000 AREA: Data Center Unit Data Traverse Location Filter Bank Type of Traverse Rectangular Test Instrument Used Velgrid Inner Height 42 in. Inner Width 118 in. Duct Area 34.417 sq. ft. # of Rows (T-B) 2 Readings Per Row (L-R) 5 Total Readings 10 Row Row 2 Tir '8 Tested By: Mike Kehoe Date: 4/18/2019 Final Data Sum of Readings Average Velocity Design Total Flow (CFM) Actual Total Flow (CFM) Traverse Data Points yr 0 0 580 597 I 547 541 118 5703 FPM 570 FPM 18000 CFM 19618 CFM AIRTEST Co., Inc. Page 18 of 23 AIETEST Co.. Inc. Fan Coil PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: CRAC-24000 AREA: UPS Room Unit Manufacturer Unit Model Number Unit Serial Number Fan Type / Class Unit Data Liebert VSO42ADA000 N18J8E0074 Upflow Fan Speed External SP Design 90% 0.2 in. wc. Electrical Test D Final Operating Hz Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Amps T1 Amps T2 Amps T3 90% 460 Volts 461 Volts 462 Volts 3.2 Amps 3.3 Amps 3.3 Amps CRAC-24000 Supply Outlet Summary Tested By: Mike Kehoe Date: 4/19/2019 Mot Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Data 3.75 460 3 60 Hz 3.7 Amps Drive Type heave Data Direct Drive Total Fan CFM Design Total Fan CFM Act. Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Liebert Pleated 4 20x25x4 ys ern ►ni rea aei�red u e Type TzSze x '' D 42/20 *esign C - 3150 Pram Reading inai- 9a119 Ta "rnai Outlet-01 UPS Room SG 3275 3275 104 Outlet-02 UPS Room SG 42/20 3150 3345 3345 106 o Ws: N NUM glINNII Nbilt= MIN. AIRTEST Co., Inc. Page 19 of 23 Fan Coil PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: FCU-04000 AREA: Back Hall Unit Manufacturer Unit Model Number Unit Serial Number UnitUnitData TRANE BCHD054B1B T14E23064 Test Data Fan Speed High Motor Volts T1-T2 Amps T1 Electrical Test Data 210 Volts 5.6 Amps FCU-04000 Supply Outlet Summary Tested By: Mike Kehoe Date: 4/25/2019 Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Data 1 913 RPM 208 1 60 Hz 7.73 Amps Sheave Data Drive Type Direct Drive Tot. GRD CFM Des, Tot. GRD CFM Act. Actual OSA CFM Air Test Data 1900 CFM 1960 CFM 350 CFM Filter Type Filter Qty - S1 Filter Size - S1 Filter Data Pleated 2 16x20x1 SVilintjn hit 1 —Area Seived p DOA ize x 0 ''es ign CF Prelim Readi . rail Redin. ' 0 ma Outlet-01 Back Hall SG 12/8 250 345 270 108 Outlet-02 Back Hall SG 12/8 200 255 200 100 Outlet-03 Back Hall SG 12/8 225 300 225 100 Outlet-04 Back Hall SG 12/8 200 165 200 100 Outlet-05 Back Hall SG 12/6 225 270 235 104 Outlet-06 Storage SG 12/6 200 160 210 105 Outlet-07 Storage SG 12/8 400 310 410 103 Outlet-08 Data Center SG 12/8 200 180 210 105 o a si . _... * AIRTEST Co., Inc. Page 20 of 23 Fan Coil PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: FCU-05000 AREA: Offices Unit 0 Unit Manufacturer Unit Model Number Unit Serial Number Goodman ARUF25B144AC 1811154181 Fan Speed External SP Design SP Inlet Actual SP Outlet Actual External SP Actual Test Data High 0.5 in. wc. -.22 in. wc. .53 in. wc. .75 in. wc. Electrical Test Data Motor Volts T1-T2 Amps T1 208 Volts 1.6 Amps FCU-05000 Supply Outlet Summary Tested By: Mike Kehoe Date: 4/19/2019 Motor Data Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps 1/3 208-230 1 60 Hz 1.75 Amps Sheave Da Drive Type Direct Drive Air Test Data Total Fan CFM Design Total Fan CFM Act. Design OSA CFM Actual OSA CFM 800 CFM 850 CFM 110 CFM 120 CFM Filter Data Filter Type Filter Qty - S1 Filter Size - S1 Polyester 1 20x20x1 ys e ni - reaerv. •u e ize x 0 esign G. PAR re im -ad f • ina . Re on t. a Outlet-01 Vest CD 6 RD 75 40 80 107 Outlet-02 Security CD 6 RD 125 95 135 108 Outlet-03 Break CD 8 RD 200 120 220 110 Outlet-04 Break CD 6 RD 75 60 80 107 Outlet-05 Conference CD 8 RD 225 120 225 100 Outlet-06 Men CD 6 RD 50 55 55 110 Outlet-07 Women CD 6 RD 50 65 55 110 o a s: aNigniiiit, AIRTEST Co., Inc. Page 21 of 23 Fan Unit PROJECT: Gateway North Building 6 - Edgeconnex LOCATION: Tukwila, WA PROJECT #: 19-3004-1 DATE: 4/29/2019 CONTACT: Mike Kehoe AUTHOR: Dustin Polly SYSTEM/UNIT: EF-03000 AREA: Restrooms Unit Data Unit Location Unit Manufacturer Model Number Serial Number Roof Greenheck G-097-A-X 15723263 Test Data External SP Design SP In Actual SP Out Actual External SP Actual 0.25 in. wc .3 in. wc 0 in. wc .3 in. wc Electrical Test Data Motor Volts 1 Motor Amps 1 120 Volts 2.0 Amps EF-03000 Exhaust Inlet Summary Tested By: Mike Kehoe Date: 4/19/2019 Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Motor Data Marathon 1/3 HP 1725 RPM 115 Volts 1 60 Hz 3.5 Amps 1.0 System/Till 1 Inlet-01 Area Ser-VW I —01.1E-gi—pliFtx I Type EG JD I 12/12 estgri CEMI, reitin -Ir—ritini Reading Reestlym_, 90 90 _ Men 100 ,, 50 Inlet-02 Women EG 12/12 100 50 90 90 Inlet-03 Jan EG 12/12 50 160 50 100 o . s: ... . ' SYSTEM/UNIT: EF-04000 AREA: IT Unit Location Unit Manufacturer Model Number Serial Number Fan Type / Class Unit Data lnline Greenheck CSP-A710-VG-QD 88931821-0024 Inline Test Data External SP Design 0.25 in. wc Motor Volts 1 Motor Amps 1 Electrical Test Data 120 Volts 3.8 Amps Log: Tested By: Mike Kehoe Date: 4/25/2019 Motor HP Motor Rated Volts Motor Phase Motor Hertz MotorData NA HP 120 Volts 1 60 Hz Drive Type Sheave Data Direct Drive Jr Test Data Total Fan CFM Des. Total Fan CFM Act. 600 CFM 650 CFM EF-04000 EF-04000 4/25/2019 Mike Kehoe 4/25/2019 Mike Kehoe Speed control adjusted Read discharge grill AlRTEST Co., Inc. Page 22 of 23 07 GREW ROTES t. ll N 4401.1150IS4M4 a* 4211. 1 2203O3.960 10145 0043 2201066 A xt N6M1INgM 'kW 9SNNA9 MPS/W.M xt M( MCWN as 0 WNNNAWdp OK W 040n INLET SIZING CHART POUND NIP 93p RViCE b'4 O-13 b•1 121 - 22D in 721 • A 121 1E1 - 5E4 lel 561 - d2 KEYEOOOME9 KEYEDNIES e M616M11TN60NUMWa0105aW4P> miO 0CMS MC m01(.90 Ma 120' 24103010410.3401024141.120.3 046 NMW4XOMANMWI10N551;N651RxtNM 6122401 a4 am 003.11, WW2016Z211Ri t2NP61SMOx01i0A df F<1M Wa10S.12103 NNAM MOO 210 1221421 0*95010405*'nn Mdtl16R90 AC6106NN NO NO 7' MIONN WM 120: W. kg N Ma 0000 O 21624(.0 OA.4(0 NW N4N 10YN0 ANO 0700*1110113022WMEMM1YM araSMp*11GH0A El MS NPR N6 MW APB( 9 UMW Ai fag ON NMa5t*Wx4 WOWNM x*5/ RA; 0004 M 001SMO N 4a.1030. I;MI3 O MUfi5! Se 01.1001 W WV MO aiO4 90.1W IINNW M 65044, (IN 4 PU Ma 0,101 103M16N x01NN Ik4R(YNppIG W061t TWIN ISMAI WWNWWMOW 4Sb 0010 *005 NM 6A1lfmNR6K. 61002132111304Ia W6q Mb NA41d'Ma OI G02 8 M416tm aNto na WUAIYM14T6 on ow ROM Km wow 5M0W4 M0 tl0is' P11N 10110104 OMRMoHAOMKiq xMMNNiW KW50[0.4k1P. as s412s owl I/ 55 ax statwn9N00W0 0410a15N0655MN11O550ORS 101105006 q Nunaj o*s 11461, ® (MOO taM d 00023 Ma6M NCM M%INy a 9'6 CA( MIA N16m cot 2PiI1 q ROB 00161110006. W550<A004N030. 09 MM1NACA0MIA.(p;44t6i/Wl*MO x 13201 r" 144t *UMW M0401Nt ?AM 41.0 Pt SUM 1454044M4Mt 40[kora NI 013.4F/40 (0) 0/0*/ N01W111536N5000 14/40P11 O 12G eMECHANICAL DUCTWORK PLAN N571 IWNMMtP 17 14 i5 10' •0 RNMGIW Iu5,CM. Gensler 500 455547A5Aram D5MG17EMN NaN:)1M5135E I VLMK VENGINEERING r OE51G w6x4Nlw.iMW5 n; gL1ANl Meo A51n1P1 , N5/0 —11-11 arm MECHANICAL DUCfWORKPLAN MNMN N�4teL MYCM/ t&M Cfl STRUCTURAL ENCHNEERING Allen Johannessen Plans Examiner Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA, 98188-2544 Re: D19-0043 Correction Letter #1 In response to Building Review Note: Provide specifications for seismic anchoring of the racks and special inspections required for quality control of the anchoring. Include details specifying the type of hardware/fasteners for the installation. Response: Please see additional equipment and unistrut rack anchoring specifications on two attached drawings. Contractor to have third -party special inspection performed to verify adherence to these details. We appreciate you using Smiley Structural Engineering for structural expertise. Please do not hesitate to contact me with any questions or comments in this matter. Regards, SMIL Y STRUCTURAL ENGINEERING Shayah Smiley, PE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2019 City of Tukwila CORRECTION LTR# 1 9 01113 RECEIVED CITY OF TUKWILA FEB 22 2019 PERMIT CENTER 410 Peachtree Pkwv, Ste 4245, Cumming GA 30041 678-720.-8189 infosseciesign.corri EdgeConnex -.Equipment rack anchoring detail A,425 S 116th St 0" Development Permit Application Number D19-0043 CORRECTION LTR# Mount SIDE VIEW 5/8" nut, lock washer, and washer Concrete -filled access floor tile 5/8" threaded rod (31-1/2" long) 5/8" nut, lock washer, square washer Unistrut channel nut 1-5/8" unistrut, anchored every 5' minimum with 3/" wedge anchors Existing Structure CITRECEIVE)Y OF TUKWILA BOTTOM VIEW FEB 22 2019 /2019 PERMIT CENTER to floor in (4) locations per equipment rack b19%-0 ILI 3 • EdgeCo - l3nistrut rack anchoring detail A,3425 S 116th St Development Permit Application Number D19-0043 77 —Perimeter head assembly Perimeter pedestal P5000 Unistrut 1/2 Hardware Bolt, Flat Washer, Lock Washer, Nut 1/2 Spring Nut P1000 Unistrut Stringer (Field cut where necessary) Field pedestal 7000 Lbs Axial Load Post Base P2073A SQ RECEIVED CITU Y OF TKWILA FEB 22 2019 PERMIT CENTER wSNAILEY (.01 Ul STRUCTURAL ENGINEERING Seattle Rack Design: UNISTURT hanger spanning 32" hung from 5/8" diameter rods. Load: 10 PSF total load from material and eqquipement There is busswork being supported with the load evenly distributed on the Unistrut support. . P5000 Unistrut spanning 10' supporting P1000 and rod supports spaced at 51-0" on center. 2. Calculate the weight of the equipment: Weight = 20 psf for busswork and supportcomponents W = 5 ft spacing of Unistrut x 10 psf x 3 ft = 150 Ibs A P1000 spanning 36" will carry 1130 Ibs, which is greater than the calculated 150 Ibs. P5000 Unistrust spanning 10' spaced at 10'. W = 10 ft spacing of Unistrut x 10 psf x 10 ft = 1000 Ibs A P5000 spanning 120" will carry 1050 Ibs. which is greater than the calculated 1050 Ibs. 4. Check tension forces in the rod. A36 - 5/8" threaded rod tension capacity = 3.14 x (0.625in)2/4 x 9 ksi : 2750 Ib Tmax = 150 lbs. 5. P5000 Unistrust post approximately 11' tall. W = Tributary area * weight = 20 ft /2* 20 ft /2 x 10 psf = 1000 Ibs A P5000 column 132" tall will carry 1580 Ibs. which is greater than the calculated 1000 Ibs. 1/9/2019 410 Peachtree Pkwy, Ste 4245, Cumming GA 30041 678-720-8189 info@ssedesign.com MISR/111 I Y En STRUCTURAL ENGINEERING Allen 3ohannessen Plans Examiner Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA, 98188-2544 Re: D19-0043 Correction Letter #1 In response to Building Review Note: Provide specifications for seismic anchoring of the racks and special inspections required for quality control of the anchoring. Include details specifying the type of hardware/fasteners for the installation. Response: Please see additional equipment and unistrut rack anchoring specifications on two attached drawings. Contractor to have third -party special inspection performed to verify adherence to these details. We appreciate you using Smiley Structural Engineering for structural expertise. Please do not hesitate to contact me with any questions or comments in this matter. Regards, SMILEY STRUCTURAL ENGINEERING Shayah Smiley, PE CORRECTIONI LTR# 19 0 'I 3 RECEIVED CITY OF TUKWILA FEB 2 2 2019 PERMIT CENTER 410 Peachtree Pkwy, Ste 4245, Cumming GA 30041 678-720-8189 info@ssedesign.com City of Tukwila Department of Community Development February 21, 2019 CHRIS JAMES 2550 SANDY PLAINS RD SUITE 225-330 MARIE VI A, GA 30066 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0043 EDGECONNEX - 3425 S 116TH ST Dear CHRIS JAMES, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. + (GENERAL INFORMATION NOTE) PLAN SUBMI l"1 ALS: (Min. size 11 x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient ('WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES). 1. Provide specifications for seismic anchoring of the racks and special inspections required for quality control of the anchoring. Include details specifying the type of hardware/fasteners for the installation. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, (JAR; Bill Rambo Permit Technician File No. D19-0043 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 9ERMIT COORD COPY• PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0043 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116 ST - SUITE 133 Original Plan Submittal X Response to Correction Letter # 1 DATE: 02/22/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: k AVO 4/1141 Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 02/26/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/26/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MA ED: Departments issued corrections: Bldg Ej Fire 0 Ping D PW 0 Staff Initials: 12/18/2013 PERMIT COORD COM PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0043 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116 ST X Original Plan Submittal Response to Correction Letter # Revision # DATE: 1/29/19 Revision # before Permit Issued after Permit Issued DEPARTMENTS: co Building Division Public Works Fire Prevention Structural Panning Division Permit CoordiOtor PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 1/31/19 Structural Review Required APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues Notation: DATE: DUE DATE: 2/28/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping PW Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TulcwilaW A.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (1 Plan Cheek/Permit Number: I Cl - 0093 LI Response to Incomplete Letter # j Response to Correction Letter # [1] Revision # after Permit is Issued E Revision requested by a City Building Inspector or Plans Examiner [1] Deferred Submittal # Project Name: e-Gis e, Coni y x R Project Address:34 av5 5 1 I 6+—(2- 1.3.3 Contact Person: Cler;..5 is" 914 Summary of Revision: One, ntv1ee,-:5 leHe r (..14P,c. -c)r nc.icksgi cr4cled- Phone Number: 610 I I ,,fpcy-4- )-1 oyec-Wcyl FEB 2 2 2019 PERMIT CENTER Sheet Number(s): 643 eeks Q44- qe.,11 ed_ "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: kir Entered in TRAKiT on W:Wermit CenteffemplatefformARevision Submittal Formdoc Revised: August 2015 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & industries parch L&I A-Z ludex ticlp I My 1.,M Workplace Rights Trades & Licensing Owner or tradesperson JAMES, CHRISTOPHER SEAN Principals JAMES, CHRISTOPHER SEAN, PRESIDENT CARR, SCOTT BRADY, VICE PRESIDENT WA UBI No. 603 370 558 2550 SANDY PLAINS RD STE 225-330 MARIETTA, GA 30066 770-541-6010 Business type Corporation icense 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. MADISCG813BH Effective — expiration 01/08/2019— 01/08/2021 Borid Western Surety Co Bond account no. 30054983 $12,000.00 Received by L&I Effective date 01/08/2019 12/26/2018 Expiration date Until Canceled Insurance ..... American Insurance Co, The Policy no. GL20981250301 $2,000,000.00 Received by L&I Effective date 01/08/2019 08/31/2018 Expiration date 08131/2019 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve Workers' comp No active workers' comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. «Washington State Dept, of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve A 9 NOTES �(� (255', GLOSSARY 1. ANY EXCEPTIONS OR DEVIATIONS FROM THE REQUIREMENTS IN 10. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL POP: POINT OF PRESENCE, OWNED AND MANAGED BY 3RD PARTY THIS DOCUMENT AND THE DETAILED DESIGN DOCUMENTATION CODE IN ACCORDANCE WITH THE AUTHORITY HAVING SERVICE PROVIDER. MUST BE PRE -APPROVED BY GOOGLE. JURISDICTION. _ L CO nee X �j. CFCI: CONTRACTOR FURNISHED CONTRACTOR INSTALLED 2. THE BILL OF MATERIALS IS THE RESPONSIBILITY OF THE ,S, SERVICE PROVIDER TO ORDER, AND CAN BE REVIEWED BY THE GOOGLE PRIOR TO ORDER UPON i�kW``"t W At '19 1(,9 COLO: 3RD PARTY COLOCATION SPACE, OWNED BY SERVICE REQUEST. r PROVIDER, BUT MANAGED BY GOOGLE 3. CONTRACTOR IS NOT RESPONSIBLE FOR ALL CABINETS CRAC: COMPUTER ROOM AIR CONDITIONING UNIT DESIGNATED AS DAY-N CABINETS. CRAH: COMPUTER ROOM AIR HANDLING UNIT 4. PARTIAL LIST OF ACCEPTABLE MATERIAL MANUFACTURERS AND PART NUMBERS ARE LISTED ON T1002. CONTRACTOR IS MMR: MEET ME ROOM RESPONSIBLE FOR VALIDATING ANY PART NUMBERS LISTED AND FURNISHING ALL ADAPTERS, HARDWARE, ACCESSORIES, DAY-1: INITIAL BUILD CONFIGURATION AT GOOGLE HANDOFF OR OTHER MISSING ITEMS FROM MATERIAL LISTS AS REQUIRED. DAY-N: AT A LATER DATE - AFTER DAY 1. 5. CONTRACTOR TO COMPLETE ITEMIZED BID SUMMARY SHEET PROVIDED BY CUSTOMER. EMT: ELECTRICAL METALLIC TUBING 6. ALL CONSTRUCTION MATERIAL, PLANT, AND DEBRIS, INCLUDING NGF: NEXT GENERATION FRAME, A VENDOR SPECIFIC FORM OF COMBUSTIBLE MATERIALS SUCH AS CARDBOARD MUST BE FIBER MAIN DISTRIBUTING FRAME (TE) REMOVED FROM THE SPACE BEFORE THE FINAL CLEAN. OFCI: OWNER FURNISHED CONTRACTOR INSTALLED 7. COLOCATION SPACE MUST BE CLEAN BY THE TURNOVER DATE. ALL SURFACES FROM CEILING TO SUB -FLOOR MUST BE FREE OF SEISMIC RATED: GR-63-CORE ZONE 4 COMPLIANT DUST/DEBRIS. NO DUST CAN BE DETECTABLE UNDER OR AROUND ANY EQUIPMENT. WIPING A FINGER ACROSS ANY SERVICE PROVIDER: POP/COLO CONTRACTED PARTY. SURFACE MUST NOT PRODUCE VISIBLE EVIDENCE OF DUST. SMF: SINGLE MODE FIBRE 8. CONTRACTOR IS RESPONSIBLE FOR CORRECT COMPLETION OF GROUNDING OF ALL COMPONENTS. MMF: MULTI MODE FIBRE 9. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD COORDINATION TMGB: TELECOMMUNICATIONS MAIN GROUNDING BUSBAR OF UNISTRUT RACEWAYS, FIBER GUIDE, LADDER RACK, CABLOFIL WITH ELECTRICAL BUSWAY AND CONDUIT PATHWAYS., OFNR: OPTICAL FIBRE, NON CONDUCTIVE RISER OFNP: OPTICAL FIBRE, NON CONDUCTIVE PLENUM LSZH: LOW SMOKE ZERO HALOGEN PROJECT PRICING ASIA PACIFIC VENDOR CONTACTS EUROPE VENDOR CONTACTS LATIN AMERICA VENDOR CONTACTS USA/CANADA VENDOR CONTACTS GOOGLE HAS NEGOTIATED RATES WITH SPECIFIC DISTRIBUTORS ANIXTER ANIXTER ANIXTER - LATIN AMERICA ANIXTER - USA AND MANUFACTURERS. CONTACTS LISTED BELOW CAN PROVIDE ACCESS TO GOOGLE PRICING AND MATERIAL STOCK THAT MAY MATERIAL: CHATSWORTH/CPI, ADCfrE (COMMSCOPE), MATERIAL: MINKELS, CHATSWORTH, PLENAFORM, PANDUIT, MATERIAL: CHATSWORTH/CPI, ADCfrE (COMMSCOPE), MATERIAL: CHATSWORTH/CPI, ADC/TE (COMMSCOPE), ASSIST IN REDUCTION OF LEAD TIME. IT IS RECOMMENDED THAT CABLOFIL/LEGRAND, BUD INDUSTRIES, GENERAL SUPPLIES COMMSCOPE, CABLOFIL/LEGRAND, CORNING, BRENNENSTUHL, CABLOFIL/LEGRAND, BUD INDUSTRIES, GENERAL SUPPLIES CABLOFIL/LEGRAND, GENERAL SUPPLIES VENDORS CONTACT THESE PROVIDERS AND IDENTIFY THE PROJECT SCHLEIFENBAUER, SUBZERO SEPARATE PERMIT AS A GOOGLE PROJECT. PROJECT VERIFICATION FOR THE VENDORS PHILIP COCKERILL MARCELA SOLORZA ANN LOPEZ REgUIRED FOR: CAN BE PROVIDED BY EMAIL FROM: CLIENT DIRECTOR, APAC MICK PARSONS GLOBAL ACCOUNTS PROGRAM MANAGER ENTERPRISE ACCOUNT MANAGER Q Mechanical 6[i Electrical EMEA M: +65 9155-5560 P: +65 6508-1603 PROJECT MANAGER, EMEA T : +44 (0)1344 388 171 M: +1 305 3BM857 P: +1 786 206-7553 M: +1 925 381-3687 Plumbing P : +1 925 469-8637 DAVE HORNER E : PHILIP.COCKERILL@ANIXTER.COM M : +44 (0)7903 749 423 E : MARCELA.SOLORZA@ANIXTER.COM ,9, E : ANN.LOPEZ NIXTER.COM u Gas Piping DAVEHORNER@GOOGLE.COM E : MICK.PARSONS@ANIXTER.COM BUIOLDING DMSION SUBZERO SUBZERO GRAYBAR-USA NASA SUBZERO RYAN MAHEEPAT MATERIAL: CONTAINMENT / DOORS / CURTAINS MATERIAL: CONTAINMENT / DOORS / CURTAINS MATERIAL: CHATSWORTH/CPI, ADCfrE (COMMSCOPE), MAHEEPAT@GOOGLE.COM MATERIAL: CONTAINMENT / DOORS /CURTAINS CABLOFIULEGRAND, GENERAL SUPPLIES TIM BANKEY PAUL MCMAHON TIM BANKEY JAKE RICE ACCOUNT MANAGER T : +353 (0)1 443 8844 ACCOUNT MANAGER CHRIS COATS JAKERICE@GOOGLE.COM P: +1.801.810.3500 X 531 M: +353 (0) 85 197 7229 P : +1.801.810.3500 X 531 REVISIONS GLOBAL ACCOUNT MANAGER M: +1.404.387.9086 E : PAULMCMAHON@SUBZEROENG.COM M: +1.404.387.9086 M : +1 510 224.6720 No changes shall be made to the sco JAMES SCHAEFER E : TIMBANKEY@SUBZEROENG.COM E : TIMBANKEY@SUBZEROENG.COM P: +1 925 557-3034 of work without onor approval of the JSCHAEFE@GOOGLE.COM STARLINE (UNIVERSAL ELECTRIC CORP) Tukwila Building D,v,sson. E : CHRIS.COATS@GRAYBAR.COM NOTE: Revisions will reduire a new p1 submittal and may mantle andniona, clan i APAC MATERIAL: BUSWAY / TAP UNITS BUD INDUSTRIES - USA NICOLA FOGGI MATTHEW GEORGE -- NFOGGI@GOOGLE.COM P: +44 7411697544 MATERIAL: CABINETS FI L O E : MGEORGE@UECORP.COM Permit No. GLOBAL KEVIN FROST Plan review approval is subject to errors at NICOLA FOGGI ACCOUNT MANAGER omissions Approval of construction documen NFOGGI@GOOGLE.COM not authanze the lawn of any adooted c P : +1.408.844.8259 drtlinance. Re t of a r Field Cody C : +1.650.281.1147 con . its nomedged: E : KEVIN@ROSSMARKETING.COM Date, cnv o+ mw SUBZERO euuoN : oiwsion REVIEWED FOR MATERIAL: CONTAINMENT / DOORS / CURTAINS CODE COMPLIANCE APPROVED TIM BANKEY ACCOUNT MANAGER MAR 01 201 P: +1.801.810.3500 X 531 �. M: +1.404.387A086 'city of Tu w It. E : TIMBANKEY@SUBZEROENG.COM BUILDING DIVISION 54701 sSrONALBWHENPLOTTEDATFULL SIZE THIS SQUARE IS I INX11N 1(9(2019 SEA41 I TELECOM GENERAL NOTES PHASE i ,few. Ion Cr RECEIVED CITY OF TUKWILA JAN 2 9 2A19 PERMIT CENTER a L APC CABINETS AR3155 29.5" x 42.1" x 83.6" 45RU Cabinet with Brushed Opening Side Panels BUD INDUSTRIES CABINETS 28" x 36" x W' IMPERIAL 48791-2-19-BNNX-01 28" x 36" x 84" Bud Rack with Accessories (Imperial Thread) 48791-2-19-BLNX-01 28" x 36" x 84" Bud Rack with Accessories and Left Panel Installed (imperial Thread) 48791-2-19-BRNX-01 28" x 36" x 84" Bud Rack with Accessories and Right Panel installed (Imperial Thread) 48791-2-19-B2NX-01 28" x 36" x 84" Bud Rack with Accessories and Left & Right Panel Installed (imperial Thread) 48791-2-19-BNTX-01 28" x 36" x 84" Bud Rack with Accessories and Top Panel Installed (Imperial Thread) 48791-2-19-BLTX-01 28" x 36" x 84" Bud Rack with Accessories and Top Panel and Left Panel Installed (Imperial Thread) 48791-2-19-BRTX-01 28" x 36" x 84' Bud Rack with Accessories and Top Panel and Right Panel Installed (Imperial Thread) 48791-2-19-B2TX-01 28" x 36" x "'Bud Rack with Acc. and Top Panel and Left & Right Panel Installed (imperial Thread) 48791-18 28" x 36' Bud Rack Side Panel 48791-47 28" x 36" Bud Rack 2/3 Top Cover 30" x 36" x 84" IMPERIAL 47956-2-19-BNNX-01 30" x 36" x "'Bud Rack with Accessories (Imperial Thread) 47956-2-19-BLNX-01 30" x 36" x 84" Bud Rack with Accessories and Left Panel Installed (Imperial Thread) 47956-2-19-BRNX-01 30" x 36" x 84" Bud Rack with Accessories and Right Panel Installed (Imperial Thread) 47956-2-19-B2NX-01 30" x 36" x "'Bud Rack with Accessories and Left & Right Panel Installed (Imperial Thread) 47956-2-19-BNTX-01 30" x 36" x 84" Bud Rack with Accessories and Top Panel Installed (Imperial Thread) 47956-2-19-BLTX-01 30" x 36" x 84" Bud Rack with Accessories and Top Panel and Left Panel Installed (Imperial Thread) 47956-2-19-BRTX-01 30" x 36" x 84" Bud Rack with Accessories and Top Panel and Right Panel Installed (Imperial Thread) 47956-2-19-B2TX-01 30" x 36" x "'Bud Rack with Acc. and Top Panel and Left & Right Panel Installed (Imperial Thread) 47956-18 30" x 36" Bud Rack Side Panel 47956-47 30" x 36" Bud Rack 2/3 Top Cover 711mm x 914mm x 2133mm METRIC 48791-3-19-BNNX-01 711 mm x 914mm x 2133mm Bud Rack with Accessories (Metric Thread) 48791-3-19-BLNX-01 711mm x 914mm x 2133mm Bud Rack with Accessories and Left Panel Installed (Metric Thread) 48791-3-19-BRNX-01 711 mm x 914mm x 2133mm Bud Rack with Accessories and Right Panel Installed (Metric Thread) 48791-3-19-B2NX-01 711 mm x 914mm x 2133mm Bud Rack with Accessories and Left & Right Panel Installed (Metric Thread) 48791-3-19-BNTX-01 711 mm x 914mm x 2133mm Bud Rack with Accessories and Top Panel Installed (Metric Thread) 48791-3-19-BLTX-01 711 mm x 914mm x 2133mm Bud Rack with Accessories and Top Panel and Left Panel installed (Metric Thread) 48791-3-19-BRTX-01 711 mm x 914mm x 2133mm Bud Rack with Accessories and Top Panel and Right Panel Installed (Metric Thread) 48791-3-19 62TX-01 711 mm x 914mm x 2133mm Bud Rack with Acc. and Top Panel and Left & Right Panel Installed (Metric Thread) 48791-18 711 mm x 914mm Bud Rack Side Panel 48791-47 711mm x 914mm Bud Rack 213 Top Cover 762mm METRIC 47956-3-19-BNNX-01 762mm x 914mm x 2133mm Bud Rack with Accessories (Metric Thread) 47956-3-19-BLNX-01 762mm x 914mm x 2133mm Bud Rack with Accessories and Left Panel Installed (Metric Thread) 47956-3-19-BRNX-01 762mm x 914mm x 2133mm Bud Rack with Accessories and Right Panel Installed (Metric Thread) 47956-3-19-B2NX-01 762mm x 914mm x 2133mm Bud Rack with Accessories and Left & Right Panel Installed (Metric Thread) 47956-3-19-BNTX-01 762mm x 914mm x 2133mm Bud Rack with Accessories and Top Panel Installed (Metric Thread) 47956 3-19-BLTX-01 762mm x 914mm x 2133mm Bud Rack with Accessories and Top Panel and Left Panel Installed (Metric Thread) 47956-3-19 BRTX-01 762mm x 914mm x 2133mm Bud Rack with Accessories and Top Panel and Right Panel installed (Metric Thread) 47956-3-19 B2TX-01 762mm x 914mm x 2133mm Bud Rack with Acc. and Top Panel and Left & Right Panel Installed (Metric Thread) 47956-18 762mm x 914mm Bud Rack Side Panel 4795647 762mm x 914mm Bud Rack 2/3 Top Cover CABLOFIULEGRAND WIRE BASKET CF54-50EZ 2" x 2" x 118" Wire Basket ZINC [54mm x 54mm x 3000mm] CF54-100EZ 4" x 2" x 118" Wire Basket Zinc [100mm x 54mm x 3000mm] CF54-150EZ 6" x 2" x 118" Wire Basket Zinc [150mm x 54mm x 3000mm] CF54-300EZ 12" x 2" x 118" Wire Basket Zinc [300mm x 54mm x 3000mm] EDRN EZ Fast Splice, 18mm x 250mm, Carbon Steel, Electroplated Zinc Finish, Pack of 50 RADT90KIT2EZ Bracket, Bend Kit, Radius Tee, 90deg, 5in Radius, 2in Height, Zinc, 1 Kit contains hardware for 1 tee or 2 90" bends PA2EZ Bend Joint, Connector, Cable Support System, Zinc, Faslock FAS L 100 Bracket, L, 4in / 100mm Tray Width, Steel FAS L 150 Bracket, L, 6in / 150mm Tray Width, Steel FAS L 300 Bracket, L, 12in / 300mm Tray Width, Steel GNDSB Grounding Lug: split bolt grounding lug. Ac comondates wire sizes AWG 14 to AWG 4 ,,�j A.M. g 9e0A g x 54701 Qa SS"-,"oG 1/9/2019 -[ tin --}-' WHENPLOTIIDATRA.L SIZE THIS SQUARE IS 1 NX1IN CHATSWORTH (CPI) CABINETS 48353-703 45RU x 19" Rack-1500lbs - UL Listed [BLACK] 55053-703 45RU x IV'Rack -1000lbs'- UL Listed [BLACK] 48383-703 45RU x 2W Rack-1500ibs'- UL Listed [BLACK] 13855-703 44RU x 19" Seismic Rack 13885-703 44RU x 23" Seismic Rack 55053-703 19" Quadrarack 10630-119 Raised Floor Rack Support; 19W,, Gray; Height of Floor: 16'- 22" 40604-001 Concrete Floor Installation Kit; Zinc Anchor; 3/8 in w/ Stud Bolt, Washers & Nuts CABLE MANAGERS 40098-703 6" CCS - EFX Combination Vertical Cable Manager 40100-703 12" CCS - EFX Combination Vertical Cable Manager LADDER RACK 10250-712 12" Ladder Rack -12"W x 1'5"H x 9.96'L [BLACK] 10250-724 24" Ladder Rack - 24"W x 1 5"H x 9.961. [BLACK] 11298-701 Ladder Rack Heavy Duty Junction Splices 11299-701 Ladder Rack Heavy -Duty Butt -Splice Kit; 1.5"H x 5"L; Black 10642-001 Protective End Caps; 0.38"W x 1.5"H; Black 12100-712 Ladder Rack Cable Runway Radius Drop Outs 40164-001 Ladder Rack Ground Straps for Junctions ■ COMMSCOPE (ADC/TE) - Continuation FIBERGUIDE 4" x 12" SYSTEM FGS-MHRT-F FiberGuide Raceway, 4x12 Horizontal T [YELLOW] FGS-MHRT-F/B FiberGuide Raceway, 4x12 Horizontal T, w/ Single 6m Exit, [YELLOW] FGS-ISLAND-F FiberGuide Raceway, 4x12 inch Island T [YELLOW] FGS-MHXP-F FiberGuide Raceway, 4x12 Horizontal Cross [YELLOW] FGS-MHXP-B-F FiberGuide Raceway, 4x12 to 4x6 Horizontal Cross [YELLOW] FGS-MH9E-F FiberGuide Raceway, 4x12 Horizontal Comer Elbow 90" [YELLOW] FGS-MH4E-F FiberGuide Raceway, 4xl2 Horizontal Corner Elbow 45" [YELLOW] FGS-HMEC-F FiberGuide Raceway, 4x12 End Cap FGS-MTRM-F FiberGuide Raceway, 4x12 Trumpet Flare Kit [YELLOW] FGS-HNTP-F-XX FiberGuide Raceway, 4x12 Trapeze bracket kit; (XX = size: 112", 5/8", 12 mm, 14 mm, 16 mm) FGS-HNTR-F-XX FiberGuide Raceway, 4x12 New Threaded Rod Bracket Kit (XX = size: 112", 518", 12 mm, 14 mm, 16 mm, 18 mm) FGS-HETR-F-XX FiberGuide Raceway, 4x12 Existing threaded rod bracket kit; (XX = size: 1/2", 5/8", 12 mm, 14 mm, 16 mm) FGS-MDSA-FB FiberGuide Raceway, 4x12 to Single 4x6 Adapter CABLE MANAGERS FGS-KTW2-R Rack Cable Management, 6ft Vertical Duct, 2in x 4in, Slotted w/ 21n Spacing, w/ Removable Hinged Cover,FiberGuide FGS-HKW2-E Rack Cable Management, Vertical Duct Mounting Brackets, 2in x 4in, Black, For FiberGuide EXPRESS EXITS FGS-MEXP-G-A/B/F 6" Express Exit for 4x4 / 4x6 / 4xl2 / 4x24 Systems [YELLOW] FGS-MEXP-E-A/B/F V Express Exit for 4x4 / 46 / 4xl2 / 424 Systems [YELLOW] FDS-MEXP-LP-A/B/F 2" Low Profile Express Exit for 4x4 / 4x6 / 4x12 / 424 Systems [YELLOW] FGS-MEXP-E-NC-A/B/F 6" Express Exit for 4x4 / 4x6 / 4x12 / 424 Systems - No Cover [YELLOW] FGS-MEXP-G-NF 4" Express Exit for 4x4/4x6 / 4x1214x24 Systems - No Cover [YELLOW] FIBER SHELVES QUCH-2RU Chassis, 2 RU, 2.35in x 19in x 15in, Accommodates 4 Blades, Q Series QUCH-4RU Chassis, 4 RU, Tin x 19in x 15m, Accommodates 8 Blades, Q Series OUFB-48FDLCLSMHR Chassis Blade, Singlemode, LC to LC; 24 Port Duplex LC (48 Fiber) QUFB-48FDLCMSMHR Chassis Blade, Singlemode, LC to MPO; 24 Port Duplex LC (48 Fiber) distributed from 2 each 12 fiber MPO connectors NGF NGFB-MDF7A144-30 Frame, Fiber Main Distribution (FMDF), 7' x 30" x 24", Short Bracket 30", 144 Positions) NGF-ACCISOP30X24 Isolation Pad, Template between Ground and Frame, for NGF FMDF and Equip Frames RAC-MX0615 NGF Rack Raised Floor Frame Installation Kit RAC-MX0616 NGF Rack Concrete floor Frame Installation Kit NGFB-ACCFOTSB Fiber Optic Terminal Jumper Storage Panel -Black NGF ACCISOPFS12x24 Isolation Storage Panel (Template For Marking FOTSB on Floor) NGFB ACCEGDO07 End Guard, NGF, Universal Fit, 7ft Height x 5in Width x 24m Depth, Black NGF-ACCISOPEG Isolation Pad For End Guard (Template For Marking End Guard on Floor) NGF-MPQLOK156 Fiber Termination Block, NGF, 192-Position, SM, MPO-LC, 16 Pigtails, Left Block Orientation NGF-MPQROK156 Fiber Termination Block, NGF, 192-Position, SM, MPO-LC, 16 Pigtails, Right Block Orientation NGF ACCTROUGH04 48" Rear Trough kit- 6pcs COMPULINK FIBER V16-1123-1-XX 144 Strand SMF (OS2) BIF MTP -> LC Breaket Out Cable [QSFP Polarity] (XXM = Length meters, XXF = Length feet) V17-0627-1-XX 12 Strand (8 Strands Terminated) SMF (OS2) BIF MTP -> LC Break Out Cable [QSFP Polarity] (XXM = Length meters, XXF = Length feet) V17-0718-3-XX 2 Strand SMF (OS2) BIF LC -> LC Jumper Cable (XXM = Length meters, XXF = Length feet) [STRAIGHT] V17-0718-4-XX 2 Strand SMF (OS2) BIF LC > LC Jumper Cable (XXM = Length meters, XXF = Length feet) [REVERSED] V17-0628-1-XX 12 Strand (8 Strands Terminated) MMF (OM4) BIF MTP -> LC Break Out Cable [QSFP Polarity] (XXM = Length meters, XXF = Length feet) V17-0628-2-XX 12 Strand (8 Strands Terminated) MMF (OM4) BIF MTP -> MTP Cable IS Polarity] (XXM = Length meters, XXF = Length feet) COPPER V17-0821-1-YY-XX CAT5E Patch Cable [T568B Pinout] (YY = Color, XXM = Length meters, XXF = Length feet) V17-1215-1-YY-XX CAT5E Patch Cable [Rolled Pinout] (YY = Color; XXM = Length meters, XXF = Length feet) COPPER B-LINE SBTMGB20 TELECOMMUNICATIONS MAIN GROUNDING BAR ASSEMBLY, 20-IN. LENGTH CORNING CCH-04U Closet Connector Housing; 4RU, accepts up to 12 CCH connector panels, cassettes, or modules PCH-04U Pretum Connector Housing; 4RU, accepts up to 12 CCH connector panels, cassettes, or modules PCH-01 U Pretium Connector Housing; 1 RU, accepts up to 2 CCH connector panels, cassettes, or modules PC4-SPLC12SR Splice Tray Bracket for PCH-04U SCFST-077 Splice Tray Bracket 48 Fibers for PCH-04U PC4-GOV-SPLC Splice Tray Bracket for SCF-ST-077 CCH-CS12-A9-P00RE Splice Cassette, CCH, Pigtailed, 12 Fibers, LC, UPC, Duplex, Single -mode (OS2) Single -Fiber (250 um) CCH-CS24-A9-POORE Splice Cassette, CCH, Pigtailed, 24 Fibers, LC UPC Duplex, Single -Mode (OS2), Single -Fiber (250 um) CCH-CP12-A9 Closet Connector Housing (CCH) Panel, LC adapters, duplex, UPC, 12 F, Single -mode (OS2) CCH-CP24 A9 Closet Connector Housing (CCH) Panel, LC adapters, duplex, UPC, 24 F, Single -mode (OS2) CCH-CPE4 E3 Closet Connector Housing (CCH) Panel, MTP/MPO adapters, 12 X 12 F, Multi -mode (OM4) SEA41 I TELECOM MATERIAL LI MAR 012019 (I City of Tukwila — BUtLBtNG (VISION CONFIDENTIAL FOR FOR CONSTRUCTION CITYOCEIVED OFFICIAL USE ONLY �arFT KWLA SCALE:NTS 001f 3PHASE J ♦, PERMIT CENTER N d T a o_ u> N N cD O N 'O 07 C .0 U O N E c O O h O m U. 6 J ca m REVIEWED FOR z CODE COMPLIANCE APPROVED w MAR 01 2019 City of Tukwila 0 BUILDING DIVISION N RIIINKELS CABINETS 6100.2280101.64337 Rack, Cabinet, Frame 800 x1000 x2200, 8 x Mounting Depth Post, 19" Profiles, Roof, Side Skirt Seal Kit, Vadc�n-M MSP0307 Side Panel, 1000mm x 46U/81 ME, Color RAL 7047, Varicon-M MSM1403 Plinth, Blank, 25mm Side, 1000mm Depth, Color RAL 7047, Varicon-M MFM00004 Cage Nuts M6 (100 pieces) MFM0013 Decorative screws with washer (black) M6 (100 pieces) MSM4100 Floor fixing set -Secures Frame to Several Floor Types PANDUIT GROUNDING HTWC6X-6X-1 H-Tap#6-#14AWG (10-2.5) Run to#6-#14AWG (10-2.5)Tap +CLRCVR1-1 HTWC2-2-1 H-Tap #2 - #6 AWG (25 -16) Run to (#2 - #6 AWG (25 -16) Tap (3) + CLRCVR2-1 HT WC250-2-1 H-Tap 250 kcmil - #2 AWG (120 - 35) Run to #2 - #6 AWG (25 -16) Tap +CLRCVR3-1 HTWC250-250-1 H-Tap 250kcmil - #2 AWG (120 - 35) Run to 250kcmil - #2 AWG (120 - 35) Tap +CLRCVR3-1 CT-930 Manual Hydraulic 14 Ton HTAP Crimp LCMC16-8-L Two -hole, metric conductor, long barrel, 16mm' 2r, 10mm' class 5fl6f, M8 stud hole WYRGRID WG188L10 Cable Tray, Overhead, 18in W x 10ft L, Black Powder Coated, Wyr-Grid Pathway [BLACK] 18"WX10'L WG248L10 Cable Tray, Overhead, 24" (600mm) Wyr-Grid Pathway [BLACK] 24'MJX10'L WGSPL1218BL Wyr-Grid Splice 18" Straight Wyr-Grid Splice Bonded Connector [BLACK], For 12" to 18" pathway. WGSPL2430BL Wyr-Grid Splice 24" Straight Wyr-Grid Splice Bonded Connector [BLACK], For 24" pathway. WGINTSPLBL Wyr-Grid Intersection Splice Bonded Connector [BLACK] WGINTBRC2BL Wyr-Grid Bend Radius Control, Intersection, Snap-On, tin High [BLACK] WGINTBRC4BL Wyr-Grid Bend Radius Control, Intersection, Snap-On, 4in High [BLACK] WGTBS188L Wyr-Grid 18" Bracket Trapeze from ceiling [BLACK] WGTBS24BL Wyr-Grid 24" Bracket Trapeze from ceiling [BLACK] WGWMTB1830BL Wyr-Grid Wall Mount Bracket, 18in - 30in Width [BLACK] WGSKBL Wyr-Grid Bracket Strut Mounting Clip [BLACK] GACB-2 Wyr-Grid Ground Bracket GACBJ612U Gable Auxiliary Bracket Jumper -Straight 2-Hole Long Barrel Compression Lugs (2x), #6 AWG / 16mm', 12in ! 305 mm length MINI-COM COPPER SYSTEM CPP24FMWBLY 1 RU Mini Com 24-port modular flush mount patch panel CJ688TG** CATS Mini Com Jack Module, colors as required CBX1*' Mini Com 1-Port Surface Mount Box PLENAFORM PF-27U-10 Plenafill 27 RU scalable blanking panels (Qiy10) PF-BR Plenafill Tool -Free Square Hole Black Snap Rivets (City 50) PF-PR24 Plenafill Rivet, Snap, 12/24 threaded EIA hole, Tool -Free, City 50 (2 post racks) SERVERTECH C-16HF2-C20 / 2RU Fail -Safe Transfer Switch (ATS), (1A+1B) C20 Inputs, (16) C13 Outputs; C-16HFE-C20 C-16HF2-C20 in North America, C-16HFE-C20 Globally CB-12H2-C20 1 RU Horizontal PDU, (1) C20 Input, (12) C13 Outputs PTCORD-L1 / PTCORD-L2 / Select appropriate cord type (I OFT [3M]): C19 to L6-20P / C19 to 16A 2P+E / C19 to C20 WORLDCORD 2019J-120 x 54701 S`rrONALb'�V 1/9/2019 WHBJ PlOT1IDATIIRL SIZE THIS SQUARE ls 11N X 1 IN SEA41 TELECOM MATERIAL LIST (CONY.) CONFIDENTIAL FOR FOR CONSTRUCTION � CITY OF TUKWILA RECEIVED OFFICIAL USE ONLY [—t:> 19 --- 0 0 ji 30 -- �aN 2 s 201 SCALE:NTS PHASE PERMIT CENTER in SCALE: 3/16" = 1'-0" y�y0 �N�f• l♦ x A 54701 G4 SS'lONALO 1/9/2019 —+-- tin + WHENPLOT'TEDATFULL SUE THIS SQUARE IS t WXt IN mrr-m�� amn- r-3nmm GENERAL / TAGGED NOTES 0 1. FURNISH AND INSTALL BUD INDUSTRIES PART NUMBER 48791-2-19-BNTX-01 CABINETS AS SHOWN. ALL CABINETS SHOULD HAVE TOP 2/3 PANEL INSTALLED EITHER BY CONTRACTOR OR FROM FACTORY. 1.1. ALL CABINETS SHALL BE GANGED TOGETHER AND BOLTED TO THE FLOOR IN AT LEAST 2 CONNECTION POINTS. LOCAL AUTHORITY OR FACILITY MAY REQUIRE ADDITIONAL MOUNTING SUPPORT INCLUDING ANY SEISMIC BRACING REQUIREMENTS. 1.2. ALL CABINETS SHALL BE GROUNDED TO THE GROUND SYSTEM SERVING THE SPACE UTILIZING 2 HOLE LUGS. 1.3. END CABINETS NEXT TO ADDITIONAL BUD RACKS OR DAY-N CABINETS SHALL HAVE SIDE PANELS ON AISLE,WALL SIDE, OR SHARED SIDE WITH DAY-N SIDE OF THE CABINET. 1 A. END CABINETS NEXT TO DAY-N CABINETS OR STAND ALONE SHALL HAVE SIDE PANELS INSTALLED ON BOTH SIDES OF THE CABINET. 2. CUSTOMER WILL FURNISH AND INSTALL ALL SHADED / HATCHED CABINETS DAY-N. 3. FURNISH AND INSTALL CHATSWORTH 2-POST 191N. 45RU CABINET PART NUMBER 55053-703 AS SHOWN. 3A. RACKS SHALL BE TOP SUPPORTED BY UNISTRUT RUNNING THE LENGTH OF THE ROW AND CONNECTED TO THE OVERHEAD SUPPORT SYSTEM WITHOUT INTERFERING WITH CANTILEVERED FIBERGUIDE AND CABLE BASKET. 11 CONTRACTOR TO FURNISH AND INSTALL PLENAFORM PLENAFIL 191N PF-27U PANELS TO AIRBLOCK ALL RU OPENINGS FOR 2 POST RACKS. 4. FURNISH AND INSTALL CHATSWORTH 121N. CABLE MANAGERS PART NUMBER 40100-703 AS SHOWN. 5. FURNISH AND INSTALL CHATSWORTH 6IN. CABLE MANAGERS PART NUMBER 40098-703 AS SHOWN. 6. FURNISH AND INSTALL APC AR3155 CABINETS AS SHOWN, 6.1. APC CABINETS SHALL HAVE SIDE PANELS ON SIDES ABUTTING NON-APC CABINETS OR AISLENVALL; SIDE PANELS ARE NOT REQUIRED BETWEEN ADJACENT APC CABINETS. 7. FURNISH AND INSTALL PLENAFIL BLANKING PANELS IN THE FRONT OF EACH 4-POST CABINET AND 2-POST RACK WITH A MINIMUM OF 5 PLASTIC RIVETS PER SIDE. OVERLAP THE JOINTS BETWEEN TWO SHEETS BY I PANEL. 7.1. IF BUD RACKS ARE UTILIZED, THEY WILL SHIP WITH PLENAFIL TO BE INSTALLED BY CONTRACTOR ON -SITE. 8. CONTRACTOR TO PROVIDE 2 LABELS PER INSTALLED RACK. CHECK LABELING SCHEDULE ON SHEET T1050 OR CONFIRM EXACT CUSTOMER LABEL NAMES DURING CONSTRUCTION. 9. PROVIDE COLO VENDOR MANAGED WIFI COVERAGE THROUGHOUT DATA HALL SPACE AND STORAGE SPACE FOR CUSTOMER CONVENIENCE INTERNET CONNECTIVITY. SYM DESCRIPTION I SYM DESCRIPTION RACKS v 45RU X 19IN 2 POST : v 45RU X 231N 2 POST : �® CPI55053-703 CPI48383-703 8 45RU X 31N VERTICAL 8 45RU X 6IN VERTICAL MGR : 30161-703 MGR : CPI 40098-703 ' El 145 U X MGR1IN 040 99703 TICAL I El 14MGRX CPI 409 0- 03L 47956-2-19-BNTX : BUD GOOGdS : GOOGLE RACK INDUSTRIES RACK K PROVIDED DAY 2 301N X 36IN RACK RACK 28IN X 321N PM HEA7 [762MM X 914MM] '""' "SAT [711 MM X 814MM] 48791USTRBNTX: BUD INDUSTRIES RACK AR3155 : APC RACK RACK R_� 28IN X 36IN w 29.51N X 421N Pwa Hal [711 MM X 914MM] (750MM X 1050MM] FLOOR TILES STANDARD TILE 2FT X HIGH FLOW TILE 2FT X 2FT [600MM X 600MM] 2FT [600MM X 600MM] ►:� ►:� FAN TILE 2FT X 2 FT ■ CONFIDENTIAL FOR FOR CONSTRUCTION OFFICIAL USE ONLY - SCALE: AS NOTE lb'j 9.4_ 00ji 3 REVITVVED FOR CODE < ONiPLIANCE AP IROVED RECEIVED MAI 012019 CITY OFTUKWILA City Iff". JAN 2 9 2011 BUILDING DIVISION PERMIT CENTER I IN PHYSICAL SECURITY PLAN SCALE: 3/16" = 1'-O" A.M, g m 54 701 Na iin 7 °iDF SION fit' wHENPLOTf®ATFULL AL SIZETHISS.IUAREIS 11NXIW 1/9/2019 ormum GENERAL / TAGGED NOTES 0 1. SUPPLY AND INSTALL CAGE WALL MATERIAL AS SHOWN: FLOOR TO CEILING CAGE WALL PREFERRED, IF NOT PRACTICABLE, MINIMUM HEIGHT OF 3 METERS. 1.1. MATERIAL SHOULD COMPRISE OF A TIGHTLY SPACED WELDED MESH, MAXIMUM APERTURE OF 1.751N.x1.751N. [45MMx45MM] TO PROHIBIT TAMPERING THROUGH THE MESH OR PASS -THROUGH OF MATERIALS THROUGH THE MESH. 1.2. CAGE WALL SHALL BE ATTACHED FLUSH WITH THE FLOOR WITH NO GAP. 1.3. FURNISH AND INSTALL ANY ADDITIONAL STRUCTURE TO ENSURE CAGE WALL IS PROPERLY SUPPORTED. 2. SUPPLY AND INSTALL DOOR WITH ELECTRIC STRIKE WITH A MINIMUM WIDTH OF 1220MM AND A MINIMUM HEIGHT OF 2440MM. IF MULTIPLE DOORS TO CAGE ARE DRAWN, ONE DOOR SHOULD BE A MINIMUM WIDTH OF 1600MM. 2A. CAGE DOOR(S) MUST INTEGRATE WITH BUILDING SECURITY SYSTEM; REFER TO SECURITY DRAWINGS FOR ADDITIONAL DETAILS. 2.2. CAGE DOOR LOCK SHOULD NOT BE ABLE TO BE TAMPERED WITH OR RELEASED FROM OUTSIDE THE CAGED AREA WITHOUT CONTROLLED ENTRY. 2.3. INSTALL CAGE DOORS AS TO MINIMIZE GAPS AROUND CLOSED DOORS; GAPS SHALL BE NO LARGER THAN 0.251N. [6MM]. 3. COORDINATE SECURITY DEVICES (BY SECURITY CONTRACTOR) WITH CAGE WALUDOOR INSTALLATION. 3.1. PROVIDE AND INSTALL LOCKING DOOR HARDWARE PER 'SEC' SERIES DRAWINGS IN COORDINATION WITH SECURITY CONTRACTOR. LEGENDS SECURITY DEVICE LEGEND SYMBOLI DESCRIPTION ACS (BASE BUILDING SECURITY SYSTEM) -R CARD READER [BY COLO VENDOR] BIOMETRIC READER sg [BY COLO VENDOR] ion LOCAL DOOR ALARM/SOUNDER [BY COLO VENDOR] EXIT CARD READER (FOR EXIT DOOR RELEASE) [BY COLO VENDOR] IDS (GOOGLE SYSTEM) R+K CARD READER WITH INTEGRATED KEYPAD (ARM/DISARM) [BY FITOUT CONTRACTOR] rao MOTION DETECTOR [BY FITOUT CONTRACTOR] INFRARED BEAM BREAK DETECTOR (PAIRED SET); Ac AC = ABOVE CEILING, OF = UNDER FLOOR [BY FITOUT CONTRACTOR] sT BLUE STROBE LIGHT; ON = ALARM [BY FITOUT CONTRACTOR] sL RED STATUS LIGHT; ON = SYSTEM ARMED [BY FITOUT CONTRACTOR] DOOR DETAIL REFERENCE (REFER TO SEC13XX) VSS (GOOGLE SYSTEM) FIXED IP CAMERA lel [BY FITOUT CONTRACTOR] CAGE WALL LEGEND SYMBOL DESCRIPTION CAGE WALL #_� o CAGE SLIDING DOOR (SINGLE) # # CAGE SLIDING DOOR (DOUBLE) CAGE SWING DOOR (SINGLE) CAGE SWING DOOR (DOUBLE) SEA41 PHYSICAL SECURITY PLAN REVIEWED FO CODE COMPLI NCE __-- — PPROVCID CONFIDENTIAL FOR FOR CONSTRUCTION R 012011 RECEIVED CITY OF TUKWILA OFFICIAL USE ONLY cltyoPTukwl JAN 29 2019 SCALE: AS NOTE 0 N UILDING DIVI �ON E J PERMIT CENTER w a AISLE CONTAINMENT PLAN SCALE: 3/16" = 1'-0" A.M. S x 54701 7�� r S'rrONAL�O 1f9(2019 -t 1m 1, WHENPLOTfmATFULL SIZE THIS SQUARE IS 1 IN X1 IN • aISSUED FOR BID GENERAL/TAGGED NOTES (�) 1. FURNISH AND INSTALL SUBZERO SLIDING DOOR CONTAINMENT SOLUTION. 1.1. MINIMUM DOOR HEIGHT TO BE 841N. [2134MMI. 1.2. MINIMUM DOOR WIDTH TO BE 481N. [1219MMI. 1.3. DOORS MUST BE INSTALLED TO BE SELF SUPPORTING VIA OVERHEAD OVER UNDERFLOOR SUPPORTS. DOORS CAN NOT ATTACH TO RACKS FOR ANY SUPPORT. 1.4. DOORS MUST COMPLY WITH LOCAL REGULATIONS AND EXISTING BUILDING INFRASTRUCTURE SUCH AS FIRE DETECTION AND SUPPRESSION. 2. FURNISH AND INSTALL SUBZERO POLYCARBONATE HARDWALL CONTAINMENT SOLUTION. ESTIMATED HEIGHT TO BE 841N. CONTRACTOR TO FIELD VERIFY. 2.1. PANELS MUST COMPLY WITH LOCAL REGULATIONS AND EXISTING BUILDING INFRASTRUCTURE SUCH AS FIRE DETECTION AND SUPPRESSION. 2.2. PANELS USED AT FUTURE RACK LOCATIONS SHOULD BE 281N X 841N AND SELF SUPPORTING FOR FUTURE REMOVAL ONE AT A TIME AS REQUIRED. 3. FURNISH AND INSTALL SUBZERO STRIP DOOR CONTAINMENT SOLUTION ABOVE CABINETS BETWEEN ELECTRICAL AND FIBER GUIDE SYSTEMS BELOW LADDER RACK. 3.1. STRIP CURTAIN TO BE INSTALLED FROM HEIGHT DETERMINED IN FIELD TO FLOOR WITH A MINIMUM OF 21N. [50MM] EXCESS ON FLOOR TO PREVENT SWAYING OF CURTAIN. 3.2. STRIP CURTAIN (VINYL) SHALL BE 321N. [813MMI WIDE AND BE INSTALLED WITH A 21N. [50MMI OVERLAP ON EACH SIDE TO ALLOW FOR A 281N. [711 MMI SPOT TO BE AVAILABLE IN THE FUTURE WHEN DAY-N RACKS ARE INSTALLED. 3.3. CONTAINMENT SOLUTION MUST ALLOW FOR ACCESS TO THE FIBER AND COPPER PATHWAY SYSTEMS WITHIN THE SPACE. 3.4. CONTAINMENT MUST COMPLY WITH LOCAL REGULATIONS AND EXISTING BUILDING INFRASTRUCTURE SUCH AS FIRE DETECTION AND SUPPRESSION. LEGENDS CONTAINMENT LEGEND SYMBOL DESCRIPTION 321N [812MMI VINYL CURTAIN POLYCARBONATE PANEL o SLIDING DOOR (SINGLE) -o SLIDING DOOR (DOUBLE) SWING DOOR (SINGLE) SWING DOOR (DOUBLE) SEA41 AISLE CONTAINMENT PLAN REVIE7.+EDF5 1220 CODE COMPLIIN E APPROVE' ) CONFIDENTIAL FOR RECEIVED FOR CONSTRUCTIONAr, ' oz 201 OFFICIAL USE ONLY i ofTulmla aION CITYOFTUKWILA JAN 2 9 2019 J BUILDING DIVI SCALE: AS NOTED PRAME PERMIT CENTER F- —1 IA SCALE: 3/16" 1p 54701 L 1/9/2019 -+— lin ----+ WHEN PLOTTEDATRJLL SUETHISSWAREIS IINXIIN • . . . . . . . . . . . . . Nffi� ISSUED FOR BID �zg GENERAL/TAGGED NOTES (#-) 1. SUPPLY AND INSTALL REQUIRED 3 1/41N. [85MM] UNISTRUT PRIMARY SUPPORT GRID AS SHOWN. ADDITIONAL UNISTRUT MAY BE REQUIRED AND IS THE RESPONSIBILITY OF THE CONTRACTOR. 1.1. ALL UNISTRUT ENDS SHALL BE CAPPED. 1.2. ALL THREADED ROD SHALL BE 5/81N. [16MM] YELLOW ZINC GRADE 8 [ISO GRADE 10.9]. 1.3. ALL HARDWARE SHALL BE GRADE 8 [ISO GRADE 10.9], 1.4. ALL THREADED ROD SHALL BE CUT FLUSH. ANY PROTRUDING ROD SHALL BE CAPPED. 1.5. ALL THREADED ROD SHALL HAVE GREY PVC PROTECTORS INSTALLED OVER THE THREADED ROD. 1.6. ALL UNISTRUT SHALL BE GROUNDED TO SPACE GROUNDING SYSTEM. 2. SUPPLY AND INSTALL REQUIRED 31/41N. [85MM] UNISTRUT STANCHIONS WITH FLOOR PLATES AS SHOWN. ADDITIONAL UNISTRUT MAY BE REQUIRED AND IS THE RESPONSIBILITY OF THE CONTRACTOR, 2.1. ALL UNISTRUT ENDS SHALL BE CAPPED. 2.2. ALL THREADED ROD SHALL BE 5/81N. [16MM] YELLOW ZINC GRADE 8 [ISO GRADE 10.9]. 2.3. ALL HARDWARE SHALL BE GRADE 8 [ISO GRADE 10.9]. 2.4. ALL THREADED ROD SHALL BE CUT FLUSH. ANY PROTRUDING ROD SHALL BE CAPPED. 2.5. ALL THREADED ROD SHALL HAVE GREY PVC PROTECTORS INSTALLED OVER THE THREADED ROD. 2.6. ALL UNISTRUT SHALL BE GROUNDED TO SPACE GROUNDING SYSTEM. 3. SUPPORT SYSTEM IS DRAWN FOR INTENT ONLY. DETAILS OF UNISTRUT CONSTRUCTION MAY BE MODIFIED BY CONTRACTOR TO INCREASE STRENGTH, RIGIDITY, AND EASE OF INSTALLATION, SUBJECT TO OWNER APPROVAL. LEGENDS I UNISTRUT /C-CHANNEL/KINDORF SYMBOL DESCRIPTION USAGE FFE; OR 15/81N[42MM]UNISTRUT WITH SLOTS FOR 5/81N [16MM] THREADED ROD GENERAL SUPPORT AISLE SPANS TO SUPPORT BUSWAY CONFIDENTIAL FOR I I NOT FOR CONSTRUCTIOr- OFFICIAL USE ONLY MAR 01 �*eja 11:11IFT'vail 1919:4 �t FOR City of TuIWI a BUILDING DIVISION RECEIVED CITV OF TUKWI(-A JAN 2 9 20SJ t'LRIOII (,Ej`ifER a SCALE: 3/16" = l'-O" A.M. 54701 "NAL0 1/9/2019 2- -+- im ---+ WHENPLOTTEDATFULL SIZE THIS SQUARE IS 1 INXI IN GENERAL/ TAGGED NOTES G) 1. SUPPLY AND INSTALL REQUIRED 1-5/81N [42MM] UNISTRUT AS SHOWN. ADDITIONAL UNISTRUT MAY BE REQUIRED AND IS THE RESPONSIBILITY OF THE CONTRACTOR, 1.1. ALL UNISTRUT ENDS MUST BE CAPPED. 1.2. ALL THREADED ROD MUST BE 518IN [16MM] YELLOW ZINC GRADE 8 [ISO GRADE 10.9]. 1.3. ALL HARDWARE MUST BE GRADE 8 [ISO GRADE 10.9]. 1.4. ALL THREADED ROD MUST BE CUT FLUSH OR AS REQUIRED BY LOCAL AHJ. IF NOT CUT FLUSH, ANY PROTRUDING ROD MUST BE CAPPED. 1.5. ALL THREADED ROD MUST HAVE GREY PVC PROTECTORS INSTALLED OVER THE THREADED ROD. 1.6. ALL UNISTRUT SYSTEMS MUST BE GROUNDED TO SPACE GROUNDING SYSTEM. LEGENDS UNISTRUT / C-CHANNEL / KINDORF SYMBOL DESCRIPTION USAGE r. -- U u OR I 518IN [42MM] UNISTRUT WITH SLOTS FOR 5/81N [16MM] THREADED ROD GENERAL SUPPORT AISLE SPANS TO SUPPORT BUSWAY SEA41 SECONDARY SUPPORT PLAN T1240 REV�EVVED F,- CONFIDENTIAL FOR FOR CONSTRUCTION CODEGOMPLIA ICE AFPROVED RECEIVED OFFICIAL USE ONLY SCALE: AS NOTED MAR 012019 1 PH, kSE CITY OF TUKWILA JAN 2 9 20f9 CityofTuWla PERMIT CENTER BUILDING DIVISION m STRUCTURED CABLE PATHWAYS SCALE: 3/16" = l'-O" 54701 AL 1/9/2019 VVHENPLOTTEDATFUU- SIZE THIS SQUARE IS 1 INX1 IN • ISSUED FOR BID GENERAL/ TAGGED NOTES (D t FURNISH AND INSTALL CHATSWORTH 241N. [610MM] LADDER RACK PART NUMBER 10250-724. 2. FURNISH AND INSTALL CHATSWORTH 181N. [457MM] LADDER RACK PART NUMBER 10250-718. 3. INSTALLATION NOTES: 3.1. ALL LADDER RACK JUNCTIONS SHALL BE CHATSWORTH HEAVY DUTY JUNCTIONS PART NUMBER 11298-701. 3.2. ALL LADDER RACK JUNCTIONS SHALL UTILIZE CHATSWORTH GROUND STAPS PART NUMBER 40164 CONNECTING TO BARE METAL WITH NO-OX OR EQUIVALENT. 33. ALL LADDER RACK SHALL BE GROUNDED TO SPACE GROUNDING SYSTEM. LEGENDS CABLE TRAY SYM I DESCRIPTION I SYM I DESCRIPTION PANDUIT WYR-GRID WG8BLI0: 81N PATHWAY SECTION M WG18BLI0: 18IN PATHWAY SECTION WG12BL10: 121N PATHWAY SECTION WG24BLI0: 24IN PATHWAY SECTION CPI LADDER RACK 10250-712: 121N LADDER RACK 10250-718:18IN LADDER RACK 10250-724: 24IN LADDER RACK SEA41 STRUCTURED CABLE PATHWAYS TI 250 PLAN K &-V!EV,iED COD OM'I'LlINCE CONFIDENTIAL FOR FOR CONSTRUCTION OFFICIAL USE ONLY AR 012011 RECEIVED SCALE: AS NOTED - PH CITY OF TUKWILA _j City of ul(wilaBUILDING DIVISION JAN 2 9 2019 PERMIT CENTER r- -I x m1Qvxm"p 41MOIL A.M. 54701 WhIENPLOTTEDATRAL AL S12ETHISSQUAREtS I NXI IN 1/9/2019 GENERAL / TAGGED NOTES 0 1. FURNISH AND INSTALL ADCITE 41N. X 121N. FIBERGUIDE, PART NUMBER FGS-MSHS-F AND ALL REQUIRED SNAP -FIT JUNCTIONS PART NUMBER FGS-MFAW-F. 2. INSTALLATION NOTES: 2.1. SNAP FIT JUNCTIONS AND SUPPORTS ON STRAIGHT SECTIONS ARE TO BE PLANNED SO THAT THEY DO NOT OBSTRUCT THE POSITIONING OF ANY OTHER COMPONENTS. 2.2. FURNISH AND INSTALL ALL ADCITE HORIZONTAL T, 90 DEGREE ELBOW AS REQUIRED FOR LAYOUT. 2.3. FURNISH AND INSTALL ALL ADCrrE ENDCAPS ON ANY OPEN ENDED AREA OF FIBER GUIDE. 3. FURNISH AND INSTALL ALL NEW THREADED ROD SUPPORT BRACKET PART NUMBER FGS-HNTR-F-XX. 3.1. FIBER GUIDE MUST BE SUPPORTED AT A MAXIMUM DISTANCE OF 481N. [1 220MMI IN AREAS NOT ABOVE CABINETS. IN AREAS ABOVE CABINETS, SEE SUPPORT PLAN DRAWING FOR DETAILS OF SUPPORT LOCATIONS. 3.2. SUPPORTS MUST BE INSTALLED ON ANY STRAIGHT SECTION, PER SECTION AS A MINIMUM. ANY T, CROSS, 90 DEG TURN, 45 DEG TURN, DROPOUT, OR ISLAND-T MUST BE SUPPORTED ON ALL ADJOINING SECTIONS, 3.3. FURNISH AND INSTALL 5/81N. [16MM] GRADE 8 [ISO GRADE 10.91 YELLOW ZINC PLATED THREADED ROD FOR ALL SUPPORT OF FIBER GUIDE. 3.4. ALL THREADED ROD SHALL HAVE GREY PVC PROTECTORS INSTALLED OVER THE THREADED ROD. 15. ALL THREADED ROD ENDS MUST BE TRIMMED FLUSH WITH EDGES PROTRUDING PAST END OF FASTENING HARDWARE OR AS REQUIRED BY LOCAL AHJ. IF NOT CUT FLUSH, ANY PROTRUDING ROD SHALL BE CAPPED. 4. FURNISH AND INSTALL ADCITE 61N. EXPRESS EXITS PART NUMBER FGS-MEXP-G-NC-A/B/F AS SHOWN. 5. FURNISH AND INSTALL ADCITE 41N. EXPRESS EXIT PART NUMBER FGS-MEXP-E-NC-A/B/F AS SHOWN. 6. FURNISH AND INSTALL ADCfTE ISLAND DROPOUT PART NUMBER FGS-ISLAND-F AS SHOWN. 6.1. DROPOUT MUST BE CENTERED ABOVE CHATSWORTH 121N. VERTICAL CABLE MANAGER. 6.2. ALIGN FRONT OF DROPOUT WITH MIDDLE DIVIDER OF CABLE MANAGER (REFER TO T13XX ELEVATIONS) LEGENDS ADCITE FIBER GUIDE LEGEND SYM DESCRIPTION DESCRIPTION qF1FGS-MEXP-E-NC-ABF: qF FGS-MEXP-r-NC-ABF: 41N EXPRESS EXIT 6IN EXPRESS EXIT 41N X 121N FGS-MH4E-F: 41N X 121N FGS-MDSP-F: 41N X 121N 45DEG ELBOW DOWNSPOUT FGS-MH9E-F: 41N X 121N F-1 . . FGS-MSHS-F: 41N X 121N 90DEG ELBOW L-i STRAIGHT SECTION FGS-MHXP-F: 41N X 121N r---j FGS-MHRT-F: CROSS Ll� 41N X 121N T FGS-MHXP-B-F: 41N X FGS-MHRT-F-B: 41N X 121N TO 41N X 6IN 121N TO 41N X SIN T FGS-MHIS-F: 41N X 121N FGS-MDSA-F-B: 41N X CUT IN T 121NT04INX61N FGS-ISLAND-F: 41N X FGS-MTRM-F: 41N X 121N 121N ISLAND T o TRUMPET FLARE FGS-MDRT-F: 41N X 121N DOWNSPOUT REAR T NOT USED SEA41 FIBER PATCH CABLE PATHWAY T1260 PLAN 'ODE 30"PiPLIA ICE CONFIDENTIAL FOR [F�OR::CONSTRUCTION A P�"OVED RECE OFFICIAL USE ONLY 012019 CITY OF TUKWILAIVED SCALE: AS NOTED City of Tukwila ICE SE JAN 2 9 2019 -j BUILDING DIVISION PERMIT CENTER w COPPER BASKET PLAN 'Qr'Al P. 'AMA" = 1 -011 I'l 54701 WHENPLOTTEDATFULL `rIONAL S12ETHISSQUAREIS I INX1 IN 1/9/2019 • ISSUED FOR BID GENERAL/ TAGGED NOTES 0 1. FURNISH AND INSTALL 121N. [300MM] WIRE MESH CABLE TRAY CABLOFIL CF-54/300EZ. 2. INSTALLATION NOTES: 2.1. CABLOFIL MUST BE SUPPORTED AT A MAXIMUM DISTANCE OF 481N. [1220MM] IN AREAS NOT ABOVE CABINETS. IN AREAS ABOVE CABINETS, SEE SUPPORT PLAN DRAWING FOR DETAILS OF SUPPORT LOCATIONS. 22. SUPPORTS MUST BE INSTALLED ON ANY STRAIGHT SECTION, PER SECTION AS A MINIMUM. ANY T, CROSS, 90 DEG TURN, 45 DEG TURN, DROPOUT, OR ISLAND-T MUST BE SUPPORTED ON ALL ADJOINING SECTIONS. 2.3. FURNISH AND INSTALL 5/81N. [16MM] GRADE 8 [ISO GRADE 10.91 YELLO ZINC PLATED THREADED ROD FOR ALL SUPPORT OF FIBER GUIDE. 2.4. ALL THREADED ROD SHALL HAVE GREY PVC PROTECTORS INSTALLED OVER THE THREADED ROD. 2,5. ALL THREADED ROD ENDS MUST BE TRIMMED FLUSH WITH EDGES PROTRUDING PAST END OF FASTENING HARDWARE OR AS REQUIRED BY LOCAL AHJ. IF NOT CUT FLUSH, ANY PROTRUDING ROD SHALL BE CAPPED. 2.6. ALL CUT ENDS OF WIRE BASKET MUST BE FREE OF SHARP EDGES AND BURRS OR CAPPED. 2.7. CABLOFIL MUST BE CONNECTED TO SPACE GROUND SYSTEM AND UTILIZING SPLICING CONNECTORS CONNECTING ALL CABLOFIL TOGETHER. 3. FURNISH AND INSTALL FACTOR 90 DEG, CROSS, T, OR OTHER HARDWARE FOR CLEAN INSTALL OF CABLOFIL. 3.1. IN LIEU OF FACTORY ACCESSORIES, ALL CABLOFIL MUST BE INSTALLED PER CABLOFIL INSTALLATION GUIDES TO PREVENT GAPS AT JUNCTIONS. LEGENDS LEGRAND CABLOFIL LEGEND SYMBOL DESCRIPTION CF54-100EZ: CABLOFIL AN [50MM] X 41N [100MM] WIRE BASKET CF54-150EZ: CABLOFIL AN [50MM] X 61N [150MM] WIRE BASKET CF54-200EZ: CABLOFIL 21N [50MM] X 81N I [200MM] WIRE BASKET CF54-300EZ: CABLOFIL AN [50MM] X 121N [300MM] WIRE BASKET SEA41 COPPER CABLE PATHWAY PLAN T1270 C0112 �MPLIAi, CE CONFIDENTIAL FOR FOR CONSTRUCTION RECEIVED OFFICIAL USE ONLY i012019 CITY OF TUKWILA SCALE: AS NOTED I PF ASE JAN 2 9 2019 City of Tulwila PERNII I CEr4l E-R BUILDING DIVISION F- L �Pg AM. gM� y �4o Aa,O"Ff. x P� 4701 qa 1m �'- �.��crsre�°12`�' WHEN PLOTIEDATFULL sStONALG SIZETHIS SQUARE IS i INXI IN 1(9(2019 [454mm] TOP OF PRIMARY SUPPORT I V-v 133531mm [457mm] LADDER RACK -STRUCTURED FIBER 9'-W [28961mm V.3" [381mm] FIBER GUIDE 8" 8'3°[25151nun [200mm] CABLOFIL T, T-7" [2315]mm [181mm] TOP OF RACK T-V 121341mm E - - - - - - �� F-- E N - - - - - FLOOR ao" [OBI �� 7 TYPICAL RACK ELEVATIONS SCALE: 1" = 1'-0" �a= GENERAL / TAGGED NOTES O 1. ALL DIMENSIONS PROVIDED BETWEEN TRAYS ARE MINIMUM DISTANCES REQUIRED. IF THIS CANNOT BE ACHIEVED THEN THIS SHOULD BE HIGHLIGHTED TO GOOGLE DESIGN ENGINEER FOR FURTHER REVIEW. 2. FIBERGUIDE ALIGNMENT SHALL BE BASED ON FOLLOWING RULES. 2.1. FOR 4 POST BUD OR MINKLES RACKS. 2.1.1. FRONT OF EXPRESS EXIT SHALL ALIGN WITH FRONT OF RACK TOP PANEL CABLE PASSTHROUGH OPENING. 2.1.2. MIDDLE OF EXPRESS EXIT SHALL ALIGN BETWEEN TWO RACKS. THE EXCEPTION IS AT THE END OF ROWS WHERE THE EDGE OF THE EXPRESS EXIT SHOULD ALIGN WITH THE EDGE OF THE RACK. 2.2. FOR DAY-N GOOGLE-IS RACKS. 2.2.1. FRONT OF EXPRESS EXIT SHALL ALIGHT TO FRONT OF RACK LOCATION. 2.2.2. RIGHT EDGE OF EXPRESS EXIT SHALL ALIGN TO THE COLD AISLE RIGHT EDGE OF THE RACK LOCATION PER RACK. 3. IF ELECTRICAL BUSWAY IS UTILIZED, UPON APPROVAL FROM GOOGLE, LOCATIONS MAY BE MOVED AS LONG AS CLEARANCES TO INSTALL PLUG IN UNITS IS MAINTAINED. mm SEA41 I ROW SECTION / ELEVATIONS FOR CONFIDENTIAL FOR FOR CONSTRUCTION CQ e 2"c' OFFICIAL USE ONLY -MAR 01 SCALE: AS NOTED I. - City of Tuhkdla BUILDING DIVISION r RECEIVED CITY OF TUKWILA PEHId1iICENTER F- A.M. gy x �oF54701 .dLa S'S1-"' 1/9/2019 -t— Im —t WHEN PLOTTED AT FULL SIZE THIS SQUARE IS I INX1 IN LOWEST CEILING OBSTRUCTION 12-V 15807]mm W TOP OF PRIMARY SUPPORT i i'-0" [33531mm '4 TIER 2 - LADDER RACK -STRUCTURED FIBER _ 9'-W 12898]mn �n TIER i - FIBER GUIDE 8'-3" 125151mm TIER 0 - CABLOFIL T-7" [23151mm TOP OF RACK T-0" 121341mm FLOOR v4r [Omm1 • ON n-r-SRME ISSUED FOR BID SEA41 GENERAL / TAGGED NOTES Q 1. ALL DIMENSIONS PROVIDED BETWEEN TRAYS ARE MINIMUM DISTANCES REQUIRED. IF THIS CANNOT BE ACHIEVED THEN THIS SHOULD BE HIGHLIGHTED TO GOOGLE DESIGN ENGINEER FOR FURTHER REVIEW. 2. FIBERGUIDE ALIGNMENT SHALL BE BASED ON FOLLOWING RULES. 2.1. FOR 4 POST BUD OR MINKLES RACKS. 2.1.1. FRONT OF EXPRESS EXIT SHALL ALIGN WITH FRONT OF RACK TOP PANEL CABLE PASSTHROUGH OPENING. 2A1. MIDDLE OF EXPRESS EXIT SHALL ALIGN BETWEEN TWO RACKS. THE EXCEPTION IS AT THE END OF ROWS WHERE THE EDGE OF THE EXPRESS EXIT SHOULD ALIGN WITH THE EDGE OF THE RACK. 2.2. FOR DAY-N GOOGLE-IS RACKS. 2.2.1. FRONT OF EXPRESS EXIT SHALL ALIGHT TO FRONT OF RACK LOCATION. 2.2.2. RIGHT EDGE OF EXPRESS EXIT SHALL ALIGN TO THE COLD AISLE RIGHT EDGE OF THE RACK LOCATION PER RACK, 3. IF ELECTRICAL BUSWAY IS UTILIZED, UPON APPROVAL FROM GOOGLE, LOCATIONS MAY BE MOVED AS LONG AS CLEARANCES TO INSTALL PLUG IN UNITS IS MAINTAINED. 4. OBJECTS SHOWN WITH DASHED LINETYPE OCCUR AT PRIMARY SUPPORT GRID LOCATIONS. REFER TO T1230 FOR PRIMARY GRID PLAN. ROW SECTION / ELEVATIONS CONFIDENTIAL FOR FOR CONSTRUCTION OFFICIAL USE ONLY _ MAR of SCALE: AS NOTED City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 9 2019-] PERMIT CENTER SEA41 GENERAL / TAGGED NOTES Q 1. ALL DIMENSIONS PROVIDED BETWEEN TRAYS ARE MINIMUM DISTANCES REQUIRED. IF THIS CANNOT BE ACHIEVED THEN THIS SHOULD BE HIGHLIGHTED TO GOOGLE DESIGN ENGINEER FOR FURTHER REVIEW. 2. FIBERGUIDE ALIGNMENT SHALL BE BASED ON FOLLOWING RULES. 2.1. FOR 4 POST BUD OR MINKLES RACKS. 2.1.1. FRONT OF EXPRESS EXIT SHALL ALIGN WITH FRONT OF RACK TOP PANEL CABLE PASSTHROUGH OPENING. 2A1. MIDDLE OF EXPRESS EXIT SHALL ALIGN BETWEEN TWO RACKS. THE EXCEPTION IS AT THE END OF ROWS WHERE THE EDGE OF THE EXPRESS EXIT SHOULD ALIGN WITH THE EDGE OF THE RACK. 2.2. FOR DAY-N GOOGLE-IS RACKS. 2.2.1. FRONT OF EXPRESS EXIT SHALL ALIGHT TO FRONT OF RACK LOCATION. 2.2.2. RIGHT EDGE OF EXPRESS EXIT SHALL ALIGN TO THE COLD AISLE RIGHT EDGE OF THE RACK LOCATION PER RACK, 3. IF ELECTRICAL BUSWAY IS UTILIZED, UPON APPROVAL FROM GOOGLE, LOCATIONS MAY BE MOVED AS LONG AS CLEARANCES TO INSTALL PLUG IN UNITS IS MAINTAINED. 4. OBJECTS SHOWN WITH DASHED LINETYPE OCCUR AT PRIMARY SUPPORT GRID LOCATIONS. REFER TO T1230 FOR PRIMARY GRID PLAN. ROW SECTION / ELEVATIONS CONFIDENTIAL FOR FOR CONSTRUCTION OFFICIAL USE ONLY _ MAR of SCALE: AS NOTED City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 9 2019-] PERMIT CENTER F- —1 x iD N TOPSUPPORT 12'W 138071mm TOP OF PRIMARY SUPPORT 11'-0" [3353]mm LADDER RACK -STRUCTURED FIBER 9'-W 128961mm FIBER GUIDE 8'-3"12515]mm CABLOFIL T-T' [23151mm TOP OF RACK T-W [21341mm TOPSUPPORT 12'-T 138071mm W TOP OF PRIMARY SUPPORT 11'-0" [3353]mm LADDER RACK -STRUCTURED FIBER _ 9'-8"128961mm ih FIBER GUIDE 8'-3" [2515]mm CABLOFL T-7" [2315]mm TOP OF RACK ##tfJl# [####Imm FLOOR I u OR TYPICAL RACK ELEVATIC SCALE: 1" = 1'-0" 41y1 A.M. S,y m ,54701 tin —}'- D.,n�,'�Ac�sreae00�1 WHENPLOTTEDATFULL 'rION— SIZE THIS SQUARE IS 1 INX1 IN 1/9/2019 • aISSUED FOR BID F. GENERAL / TAGGED NOTES 0 1. ALL DIMENSIONS PROVIDED BETWEEN TRAYS ARE MINIMUM DISTANCES REQUIRED. IF THIS CANNOT BE ACHIEVED THEN THIS SHOULD BE HIGHLIGHTED TO GOOGLE DESIGN ENGINEER FOR FURTHER REVIEW. 2. FIBERGUIDE ALIGNMENT SHALL BE BASED ON FOLLOWING RULES. 2.1. FOR 4 POST BUD OR MINKLES RACKS. 2.1.1. FRONT OF EXPRESS EXIT SHALL ALIGN WITH FRONT OF RACK TOP PANEL CABLE PASSTHROUGH OPENING. 2.1.2. MIDDLE OF EXPRESS EXIT SHALL ALIGN BETWEEN TWO RACKS. THE EXCEPTION IS AT THE END OF ROWS WHERE THE EDGE OF THE EXPRESS EXIT SHOULD ALIGN WITH THE EDGE OF THE RACK. 2.2. FOR DAY-N GOOGLEAS RACKS. 2.2A. FRONT OF EXPRESS EXIT SHALL ALIGHT TO FRONT OF RACK LOCATION. 2.2.2. RIGHT EDGE OF EXPRESS EXIT SHALL ALIGN TO THE COLD AISLE RIGHT EDGE OF THE RACK LOCATION PER RACK. 3. IF ELECTRICAL BUSWAY IS UTILIZED, UPON APPROVAL FROM GOGGLE, LOCATIONS MAY BE MOVED AS LONG AS CLEARANCES TO INSTALL PLUG IN UNITS IS MAINTAINED. 4. OBJECTS SHOWN WITH DASHED LINETYPE OCCUR AT PRIMARY SUPPORT GRID LOCATIONS. REFER TO T1230 FOR PRIMARY GRID PLAN. fr t t t x►.' `►` " t SEA41 I ROW SECTION / ELEVATIONS COLG LIFa; ICE CONFIDENTIAL FOR FOR CONSTRUCTION OFFICIAL USE ONLY - _ of 20A SCALE: AS NOTED PI - City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 9 2019 -] PERMIT CENTER L ,-2 POST RACK] BUD RACK 12" CABLE MANAGER TpP 2/3 PANEL FLOOR TILE FLOOR TILE —fSIDE PANEL] > .0 TOP 2/3 PANEL 2 POST RACK 12" CABLE MANAGER BUD RACK FLOOR TILE SIDE PANEL FLOOR TILE <<1 00 BUD RACKS AISLE ORIENTATION ee 2POST 1 CABLE MANAGER AISLE ORIENTATION 2 SCALE: N.T.S. SCALE: N.T.S. 54701 FSS{pNAL 1/9/2019 WHE14PLOTTEDATFUU- SIZETHIS SQUARE IS 1 INXI IN NEI SEA41 FIBER GENERAL NOTES T1400 -0 t C LIANCE EIV CONFIDENTIAL FOR FOR CONSTRUCTION CITY OF RECTUKED WILA OFFICIAL USE ONLY R 012011 JAN 2 9 2019 SCALE:NTS City of TUjkl ?H.4 SE -i PERMIT CENTER BUILDING DIVISION F- -I m 5/8 IN. [16MM] Ic L THREADEDOD NOTE: SIZES AND RELATIVE POSITIONS ARE TO SHOW INTENT OF INSTALLATION ONLY; REFER TO FLOOR PLANS AND ROW SECTIONS / ELEVATIONS FOR MORE INFORMATION. 54701 4 tin {'— WHEN PLOTTEDATFULL SIONAL SIZE THIS SQUARE IS I IN X I IN 1/9/2019 5/8 IN. [16MM] THREADED ROD. • MOM=, 7,11111111111 OWMI7177111111111 17-913VIIIIIIIIi ISSUED FORBID TIER 0 CABLE TRAY CABLOFIL (4 IN. SHOWN). CONFIDENTIAL FOR I FOR CONSTRUCTli OFFICIAL USE ONLY SCALE:NTS N I RECEIVED 2' CITY OF TUKWILA fT.Ij City 0 ' 141HA JAN 2 9 2019 j iSlo BUILDING Dij N PERMIT CENTER