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HomeMy WebLinkAboutPermit D18-0329 - T-MOBILE - ANTENNA REPLACEMENTST -MOBILE 130 ANDOVER PARK E DI 8-0329 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 0223100040 Permit Number: D18-0329 130 ANDOVER PARK E COMPLEX Project Name: T -MOBILE Issue Date: 10/29/2019 Permit Expires On: 4/26/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PUGET SOUND BLOOD CENTER 921 TERRY AVENUE DIRECTOR OF ADMINISTRATION, SEATTLE, WA, 98104 MAX KVERN 650 SOUTH ORCAS STREET #R-103 , SEATTLE, WA, 98108 TAYLOR MADE WS/WATERPROOFING LLC 23322 11TH AVE W , BOTHELL, WA, 98021-9732 TAYLOM W880LH T -MOBILE 19807 NORTH CREEK PARKWAY , BOTHELL, WA, 98011 Phone: (206) 434-7019 Phone: (206) 200-9732 Expiration Date: 6/8/2020 DESCRIPTION OF WORK: T -MOBILE PROPOSES TO REPLACE (3) ANTENNAS, INSTALL (2) AMOB, (3) ABIA, (1) ASIA, (3) AHLOA, AND REMOVE (3) FSMF, (3) FBBC, (3) FRLB. Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $1,031.16 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping:: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 1, s'" 1 1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and a, ee to t +e .itions attached to this permit. Signature: Print Name: Date: /cs / /7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 11: Ensure the installation of a clearly labeled, visible, accessible emergency power off switch that when activated will de -energize all power including battery backup power. 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. -( e'' 017-7 Project No. Date Application Accepted: 10 - 1 0''( Date Application Expires: 4- 1k9 I (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 130 Andover Park East Tenant Name: T -Mobile - (Site ID: SE04001A Park East) PROPERTY OWNER Name: Max Kvem Name: Park East Real Estate, LLC City: Seattle State: WA zip: 98108 Address: 7918 Green Lake Drive N. Email: max.lcvem@taec.net City: Seattle State: WA Zip: 98103 CONTACT PERSON — person receiving all project communication Name: Max Kvem Address: 650 South Orcass Street #R-103 City: Seattle State: WA zip: 98108 Phone: (206) 434-7019 Fax: Email: max.lcvem@taec.net GENERAL CONTRACTOR INFORMATION Company Name: TBD Upon Issuance Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:UppliationsWorms-Applicatiom On Line \ 2011 Applications\pamit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 0223100040 Suite Number: N/A Floor: Rooftop New Tenant: 0 Yes VI „No ARCHITECT OF RECORD Company Name: Technology Associates EC, Inc. Architect Name: Joel R. Hartman, PE Address: 5710 Green Street City: Salt Lake City State: UT zip: 84123 Phone: (602) 616-9283 Fax: Email: joel.hartman@taec.net ENGINEER OF RECORD Company Name: Arsene Professional Engineers Inc. Engineer Name: Florin Arsene, SE Address: 25442 Bumtwood City: Laguna Niguel State: CA zip: 92677 Phone: (949) 374-2405 Fax: Email: florin.arsene@apeinc.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:1 , fkA Ob:le. Address: iCt.2zO Nut b4 (Ye4� 1. G1 tvle. —1 City: '6d Q State: ci N Zip. Cho `` `1 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Existing Building Valuation: $ 4,398,300 Describe the scope of work (please provide detailed information): T -Mobile proposes to replace (3) antennas, install (2) AMOB, (3) ABIA, (1) ASIA, (3) AHLOA, and remove (3) FSMF, (3) FBBC, (3) FRLB. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes WI No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinlders ❑ Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:VlpplicationsWonns-Applications On Line \2011 Applications\Penait Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 14 Floor rd Floor 3'd Floor Floors thni Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes WI No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinlders ❑ Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:VlpplicationsWonns-Applications On Line \2011 Applications\Penait Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0 ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Upplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 10/15/2018 Print Name: Max Kvern, on behalf of T -Mobile Day Telephone: (206) 434-7019 Mailing Address: 650 South Orcas Street #R-103 Seattle WA 98108 City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Permrt Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,031.16 D18-0329 Address: 130 ANDOVER PARK E COMPLEX Apn: 0223100040 $1,031.16 DEVELOPMENT $1,001.57 PERMIT FEE R000.322.100.00.00 0.00 $591.86 PLAN CHECK FEE R000.345.830.00.00 0.00 $384.71 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $29.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15641 R000.322.900.04.00 0.00 $29.59 $1,031.16 Date Paid: Tuesday, October 16, 2018 Paid By: T -MOBILE Pay Method: CHECK 3687098 Printed: Tuesday, October 16, 2018 2:12 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit Dig- 034 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:. --- /A -16k» (— 6k1/— T pof Inspection: /' tt1Qt/,v4`� Address:eebudolp-i- Ark. h. Date Called: v Specia Ins ructions: Date Wanted: / — /6 , ZbZQ a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: L?Lci7 i9Z tp- InsPector:c.O j Date:/ // 0.02D REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 INSPECTION RECORD Retain a copy with permit AIS -O325 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 Proje /140D i kr T of Insp ction: u; /d;,c F.,vo - /3a : PrIrEd , Date Called: Special I struc lid/CT� 1- prior Date Wanted: a.m. Requester Phone No: zo6 - zto - c732 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3vi)ciijc, / i 411 /1 13ti /Ai el c;iletc urefidt;ip F.; YT F Iv L, Wasib8' Si Inspector: 3s), Date:// zo5 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. WASHINGTON STATE CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. THE WASHINGTON STATE BUILDING CODE IS COMPRISED OF THE MODEL CODE EDITIONS BELOW WITH WASHINGTON STATE AMENDMENTS: • 2015 INTERNATIONAL BUILDING CODE - 2015 INTERNATIONAL RESIDENTIAL CODE - 2015 INTERNATIONAL MECHANICAL CODE - 2015 INTERNATIONAL FIRE CODE -2015 UNIFORM PLUMBING CODE - 2015 IECC/WASHINGTON STATE ENERGY CODE - LOCAL CODES AND AMENDMENTS FCC NOTE: THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. CODE COMPLIANCE APPLICANT: T -MOBILE USA INC. 19007 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 PROPERTY OWNER: PARK EAST REAL ESTATE. LLC 7918 GREEN LAKE DRIVE N. SEATTLE, WA 98103 SITE ADDRESS: EXISTING USE: 130 ANDOVER PARK EAST UNMANNED TELECOMMUNICATIONS FACILITY TUKWILA, WA 98188 SITE PARCEL NUMBER: NEW USE: 0223100040 UNMANNED TELECOMMUNICATIONS FACILITY COUNTY: JURISDICTION: KING COUNTY CITY OF TUKWILA LATITUDE AND LONGITUDE: N 47' 27' 31.08'. W 12214' 57.20" (BASED ON CD SET DATED: 11/0812015) ZONING: TUC LEGAL DESCRIPTION: PER ASSESSOR FILE: ANDOVER INDUSTRIAL PARK 82 PORTION TAXABLE HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS REQUIREMENT(S) DO SLAPPLY SITE INFORMATION BASED ON RFDS VERSION 8.1, DATED: 03/10/2018 • REMOVE (3) EXISTING FSMF FROM CABINET • REMOVE (3) EXISTING FBBC FROM CABINET • REMOVE (2) EXISTING (SBNHH-1D65B-SR) ANTENNA (1 PER SECTOR A & B) • REMOVE (1) EXISTING (LNX-6515DS-A1 M) ANTENNA (1 PER SECTOR C) • REMOVE (3) EXISTING FRLB NEAR ANTENNA (1 PER SECTOR A, B, & C) • INSTALL (2) NEW (FFHH-65C-R3) ANTENNAS (1 PER SECTOR A, B) • INSTALL (1) NEW (FF -65C -R1) ANTENNA (SECTOR C) • INSTALL (3) NEW AHLOA NEAR ANTENNA (1 PER SECTOR A, B, & C) • INSTALL (3) NEW ABIA IN CABINET • INSTALL (2) NEW AMOB IN CABINET • INSTALL (1) NEW ASIA IN CABINET PROJECT DESCRIPTION RF ENGINEER: T -MOBILE USA INC. 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 CONTACT: ALDRIN DIMABAYAO MOBILE: (425) 6775414 EMAIL: Alddn.Dimebayao2CIT-Moble SITE ACQUISITION: TECHNOLOGY ASSOCIATES EC. INC 660 SOUTH ORCAS STREET. STE. R-103 SEATTLE. WA 98108 CONTACT: SAM BUTLER MOBILE: (425) 0864285 EMAIL: aem.bu8er®Niec.n•t ARCHITECTURE: TECHNOLOGY ASSOCIATES EC, INC 6710 GREEN STREET SALT LAKE CITY. UT 84123 CONTACT: JOEL R. HARTMAN, PE OFFICE: (802) 616-9283 EMAIL: )oM.hertman©teec.nel ZONING & PERMITTING: TECHNOLOGY ASSOCIATES EC. INC 850 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 CONTACT: MAX KVERN PHONE: (206) 434-7019 .con, EMAIL: n,ax.kvem@taec.net CONSTRUCTION MANAGER: TECHNOLOGY ASSOCIATES EC, INC 650 SOUTH ORCAS STREET. STE. R-103 SEATTLE. WA 98108 CONTACT: BRAD JACOBSON MOBILE: (200) 375-0252 EMAIL: bre dlsy.jecobeon@teec.nM ENGINEER: ARSENE PROFESSIONAL ENGINEERS INC. 25442 BURNTWOOD LAGUNA NIGUEL, CA 92677 CONTACT: FLORIN ARSENE, SE OFFICE: (949) 374-2405 EMAIL: florin.araeneQapeinc.com CONTACT INFORMATION FILE pow Permit No. DI' Plan review approval is subject to errors ane omissions Approval of construction aocuments does not auth )riZe the violation of any adopted code or ordinance Receipt of approved Field Copy and cond •:.- Is acKnowled•ed: By. Date: / /7 p-/ [ I�/ /7•' City of UK'W112 BUILDING DIVISION T••Mobile REVISIONS No changes snail be made to the scope of work without prior aporoval of the Tukwila Building Division NOTE: Revisions will require a new plan submittal and may Include additional plan review. SE04001 A PARK EAST 130 ANDOVER PARK EAST TUKWILA, WA 98188 Southcentel Blvd NIP Tukwila PkwY QiFLY STARTING FROM 19807 NORTH CREEK PARKWAY NORTH. BOTHELL. WA 90011 1. HEAD EAST ON NORTH CREEK PARKWAY NORTH; 2. TURN RIGHT AT THE 1ST CROSS STREET ONTO120TH AVENUE NE. 0.4 MI; 3. TURN RIGHT ONTO NE 195TH STREET; 4. TURN LEFT ONTO THE 1-405 S RAMP TO BELLEVUE, 1 MI; 5. MERGE ONTO 1405 S. 22.4 MI; 8. TAKE EXIT 1 FOR WA -181 S TOWARD TUKWILANV. VALLEY HW . 0.2 MI; 7. TURN RIGHT ONTO WA -181 Sr1NTERURBAN AVE S, 0.1 MI; 8. TURN RIGHT ONTO SOUTH CENTER BLVD, 0.2 MI; 9. TURN LEFT ONTO OOTH AVENUE S. 0.1 MI; 10. TURN LEFT ONTO ANDOVER PARK E. 0.2 MI; 11. DESTINATION WILL BE ON THE LEFT. DRIVING DIRECTIONS APPROVAL SIGNATURE DATE PROJECT MANAGER T-2 NOTES & LEGEND T -MOBILE RF ENGINEER SITE PLAN A-2 SITE ACQUISITION A-3 ANTENNA PLAN CONSTRUCTION MANAGER EQUIPMENT PLAN A-4 SITE OWNER A-5 ELEVATIONS T -MOBILE DEVELOPMENT MANAGER ANTENNA AND GROUND DETAILS A-7 T -MOBILE CONSTRUCTION MANAGER 0-1 GROUNDING PLANS T -MOBILE OPS MANAGER GROUNDING DETAILS RF -1 T -MOBILE REGULATORY REVIEW RF -2 RF DIAGRAM T -MOBILE PROJECT MANAGER REV DATE T -MOBILE PERMITTING BY APPROVALS • SEPARATE PERMIT RE UIRED FOR: Mechanical Electrical MPlumbing Gas Piping City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER bi9 03L9 SHEET DESCRIPTION T-1 TITLE SHEET T-2 NOTES & LEGEND A-1 SITE PLAN A-2 ENLARGED SITE PLAN A-3 ANTENNA PLAN A-3.1 EQUIPMENT PLAN A-4 ELEVATIONS A-5 ELEVATIONS A-6 ANTENNA AND GROUND DETAILS A-7 ANTENNA MOUNTING SPECIFICATIONS 0-1 GROUNDING PLANS G-2 GROUNDING DETAILS RF -1 RF DETAILS RF -2 RF DIAGRAM MGM REV DATE DESCRIPTION BY SE04001A PARK EAST �—_ I.,I. :I, .1 -rIti'TU - i ,. wfte81;; C..4C•1\VVI TVpE APP! CVEn ,N )LNG18 tyDECof Tukwila 18 DIVISION JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDNO & CONSTRUCTION SHEET TITLE TITLE SHEET SHEET NUMBER T-1 SHEET INDEX DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS, CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITIII OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME C EUI Know what's below. CALL before you dig. DIG ALERT CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG HARTMOF A .11, rit. WAS/it 4' • II 4 z_54777 4, SSIDNAL E 9.07.1: . . IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T ••Mobiler• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Tachnology'Assoclates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology 4Assoclates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 050711018 ADDED EQUIPMENT MGM 0 0602/2018 L700-CMP4402100%CD MOM A 0403/2018 L700CMP4-4X280%OD EL A 022112010 ISSUED FOR 76%CD REVIEW MGM REV DATE DESCRIPTION BY SE04001A PARK EAST �—_ I.,I. :I, .1 -rIti'TU - i ,. wfte81;; C..4C•1\VVI TVpE APP! CVEn ,N )LNG18 tyDECof Tukwila 18 DIVISION JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDNO & CONSTRUCTION SHEET TITLE TITLE SHEET SHEET NUMBER T-1 7 1 GENERAL NOTES 8pI 843]jl DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITIONi . A� r.„.., R• HART,yNON-0CCUPIABLE WAsy/ .2. �I^ j Y62/ I + -' • / _/ 4* .4 1 r 54777 ,pr ////••••���1 /-. .p. � GISIE9 1`_ EAG /� AI - 19.07.1 1. THIS FACILITY IS EXEMPT FROM HANDICAP P REQUIREMENTS PER PERSONNEL.2015 THIS IONAL BUILDING CODE SECTION 1103.2.0. THIS FACILITY IS SPACE AND ENTERED ONLY BY SERVICE THIS SPACE IS NOT FOR HUMAN OCCUPANCY.9A THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES,ABBREVIATION CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS. AND PROCEEDING WITH ANY WORK. 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, SPECIFICATIONS, 8 NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHAT -L BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK. CONTACT USA DIG ALERT Q Boo -227 2000 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH ANY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES. STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACEDOF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMATOTHE AREAS. 0. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS -BUILT CHANGES, REVISIONS, ADDENDA, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER OR GOVERNING AGENCY. 0. AU. CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C. AND ALL OTHER GOVERNING CODES, INCLUDING THE THE MOST RESTRICTIVE CODE SHALL GOVERN. 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK. USING HIS PROFESSIONAL KNOWLEDGE ANO SKILLS. HE IS SOLELY RESPONSIBLE FOR AU.CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING L AL PORTIONS OF THE WORK UNDER THE PROJECT. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR AU.PERMITS. LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 10. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILUSEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE. MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10 -BC RATING WITHIN 75FT. OF TRAVEL TO ALL PORTIONS 0F THE CONSTRUCTIONAREA. (2015 INTERNATIONAL BCT CODE 9001.1 AND SECTION 008.3.1) 10. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR APPROVING THE RESULTS. 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES. 22. BUILDING INSPECTORS ANDIOR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS MANDATED BY THE GOVERNING AGENCY. 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. 24. SITE CONTRACTOR TO CALL DIG ALERT (1.800.227-2800) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO (E) PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. 20. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. 27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN NPCP). THE WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. 28. THIS PROJECT PROPOSES NO DEVELOPMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY. REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. 20. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. 30. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. STORM WATER QUALITY NOTES CONSTRUCTION BMPS: A.B. ANCHOR BOLT FAB. FABRICATION(OR) PWR. POWER (CABINET) ABV. ABOVE F.F. FINISH FLOOR QTY. QUANTITY ACOA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE RAD.(R) RADIUS ADD'L ADDITIONAL FIN. FINISH(ED) REF. REFERENCE A.F.F. ABOVE FINISHED FLOOR FLR. FLOOR REINF. REINFORCEMENT(ING) A.F.G. ABOVE FINISHED GRADE FDN. FOUNDATION REQ'D. REQUIRED ALUM. ALUMINUM F.O.C. FACE OF CONCRETE RGS. RIGID GALVANIZED STEEL ALT. ALTERNATE F.O.M. FACE OF MASONRY RRU. RADIO REMOTE UNIT ANT. ANTENNA F.O.S. FACE OF STUD SCH. SCHEDULE APPRX APPROXIMATE(LY) F.O.W. FACE OF WALL SHT. SHEET ARCH. ARCHITECT(URAL) F.S. FINISH SURFACE SIM. SIMILAR AWG. AMERICAN WIRE GAUGE FT.() FOOT(FEET) SPEC. SPECIFICATION(S) BLDG BLOCK BUILDING FGG GOO ING (CABINET) S S. SQUAREE SS STEEL SSIONAL BLKG. BLOCKING GA. GAUGE STD. STANDARD BM. BEAM GI. GALVANIZE(D) STL. STEEL B.N. BOUNDARY NAILING G.F.I. GROUND FAULT CIRCUIT INTERRUPTER STRUC. STRUCTURAL BTCW. BARE TINNED COPPER WIRE GLB.(GLU-LAM) GLUE LAMINATED BEAM TEMP. TEMPORARY B.O.F. BOTTOM OF FOOTING GPS GLOBAL POSITIONING SYSTEM THK. THICK(NESS) BN BACK-UP CABINET GRND. GROUND TMA TOWER MOUNTED AMPLIFIER CAB. CABINET HDR. HEADER T.N. TOE NAIL CANT. CANTILEVER(ED) HGR. HANGER T.O.A. TOP OF ANTENNA C.I.P. CAST IN PLACE HT. HEIGHT T.O.C. TOP OF CURB CLG. CEILING ICGB. ISOLATED COPPER GROUND BUS CRR. CLEAR IN.(') INCH(ES)T.O.F. TOP OF FOUNDATION T.O.P. TOP OF PLATE (PARAPET) COL COLUMN INT. INTERIOR T.O.S. TOP OF STEEL CONN. CONCRETE L B.#) POUND(S) GLT T.O.W. TOP OF WALL CONN. CONNECTION(OR)CTIONL.B. LAG BOLTS NP. TYPICALDER19807 CONST. CONSTRUCTION L.F. LINEAR FEET (FOOT) U.G. UNDER GROUND CONT. CONTINUOUS L. LONG(ITUDINAL) U.L. UNDERWRITERS LABORATORY d PENNY (NAILS) MAS. MASONRY U.N.O. UNLESS NOTED OTHERWISE DBL. DOUBLE MAX. MAXIMUM V.I.F. VERIFY IN FIELD DEPT. DEPARTMENT M.B. MACHINE BOLT W WIDE(WIDTH) D.F. DOUGLAS FIR MECH. MECHANICAL W/ WITH DIA. DIAMETER MFR. MANUFACTURER WD. WOOD DIAG. DIAGONAL MIN. MINIMUM W.P. WEATHERPROOF DIM. DIMENSION MISC. MISCELLANEOUS WT. WEIGHT DWG. DRAWING(S) MTL. METAL CENTERLINE DWL. DOWEL(S) (N) NEW PLATE EA. EACH NO.(#) NUMBER EL. ELEVATION N.T.S. NOT TO SCALE ELEC. ELECTRICAL O.C. ON CENTER ELEV. ELEVATOR OPNG. OPENING EMT. ELECTRICAL METALLIC TUBING P/C PRECAST CONCRETE E.N. EDGE NAIL PCS PERSONAL COMMUNICATION SERVICES ENG. ENGINEER PLY. PLYWOOD EQ. EQUAL PPC POWER PROTECTION CABINET EXP. EXPANSION PRC PRIMARY RADIO CABINET EXST.(E) EXISTING P.S.F. POUNDS PER SQUARE FOOT EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER 11118 DOCUMENT. T • •Mob NORTH CREEK PARKWAY BOTHELL, WA 98011 i l�� NORTH Technology ASSoclates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology Assoelates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 ABBREVIATIONS 1 Q NEW ANTENNA O GRID REFERENCE 0k 4:74 EXISTING ANTENNA ® DETAIL REFERENCE ® GROUND ROD K -X ELEVATION REFERENCE Tr GROUND BUS BAR 1 1 0987/2010 ADDED EQUIPMENT MGM 0 0512/2018 L700 -014P4 -4X2100% CD MGM A 009312018 MO-CNN-4MW%CD EL A 02/2172010 ISSUED FOR 75%CD REVIEW MGM REV DATE DESCRIPTION BY S E04001 A PARK EAST MM�Ay 111 �� /MOVERARK EAST �VE(��r/• Xd SECTION REFERENCE ".' ' -' • MECHANICAL GRND. CONN. l, -' .' ^ - 1 GROUT OR PLASTER - t J (E) BRICK • CADWELD ......./GROUND (E) MASONRY ACCESS WELL ... CONCRETE D ELECTRIC BOX N�I� i44 ,4- p( -r EARTH c /gyp 1� _ �- ' {IIA 188 V f����:/FT C� Del C 0 BOLOtE E pT TELEPHONE BOX pno;',o°o,dj000'j GRAVEL 0 LIGHT POLE ® PLYWOOD C THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS. 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORMSPOT WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS. 2. ALL STOCK PILES OF UN -COMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS, SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. 0 FND. MONUMENT f IVircU DEC 18 2018 ity of Tukwila LD I N G DIVISION ~ SAND ELEVATION ® WOOD CONT. Q �) WOOD BLOCKING SET POINT STEEL Q REVISION _ 7/E OVERHEAD SERVICE CONDUCTORS A COAXIAL CABLE BU 3 A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. - - - - - CENTERLINE F FIBER POWER FIBER N. JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 6 CONSTRUCTION ••••••••��� PROPERTY/LEASE LINE P/F AND X CHAIN LINK FENCING 0 0 0 WOOD FENCE GENERAL FIRE NOTES: SHEET TITLE NOTES& LEGEND cip)-- MATCH LINE RECEIVED OVERHEAD POWER UNE WORK POINT CITY OF TU KWILA ---_-_ - BURIED POWER LINE GROUND CONDUCTOR-4.-•E-�- OVERHEAD TELEPHONE UNE _ 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE AND ALL GOVERNING CODES. 2. ADDRESS SHALL 8E PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.(2015 INTERNATIONAL BUILDING CODE 501.2) - 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2015 INTERNATIONAL BUILDING CODE 800.1) 4. PORTABLE FIRE EXTINGUISHERS: AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-1 OBC SHALL BE PROVIDED WITHIN 75 FEET AMXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2015 INTERNATIONAL BUILDING CODE 008.1.1 AND SECTION 008.3.1) 6 6 /♦t' OCT 6 2I0 8 -M-.-98 • BURIED TELEPHONE LINE T TELEPHONE CONDUIT _ SHEET NUMBER I _ 2 -•-4-4-4-4- BURIED WATER LINE SEWER �_~ter BURIED SANITARY E ELECTRICAL CONDUIT (POWER) PERMIT CENTER BURIED STORM DRAIN GENERAL NOTES 4 LEGEND 3 NOT USED 2 .. HART4 DISCLAIMER WASy 9'1' O !j,, ��1 V'A �v 1.1., 5477.\``\, oCISER`\ ssll ''9.O7.1;. \ ' I ' THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OFFPN7 ' 'IOF , >` LANDLORD SIGNATURE 1 I ,/��' A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS. AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION.TAEC DOES NOT GUARANTEE THE ACCURACY SAID PROPERTY LINES. EASEMENTS. ROADS AND SETBACKSI • \,,\`, \ `\ \``\ •ON IT ISA VIOLATION OF RT FOR ANY PERSON, UNLESSLICENSED THEY ARE ACTINOL UNDER TEE. TO CTIONALTER OF HIALC*JI N PROFESSIONAL ENGINEER, TO ALTER THIS DOCIILENT. \ T ••Mobile'• 19807 NORTH CREEK PARKWAY NORTH BOTHELL WA 98011 I I \ �\ ��\� 1 I• p I \ ``\.'\` \ i I 1 1 �,. \ \` I Technology4Assoclates PNW MARKET OFFICE 650 SOUTHSEATTLE, ORCAS WA 08EET, � R-103 1 -\,_ Ii \, \ ` I '\` I ` \.. `\,` I SITE PARCEL NUMBER: 1 ' 1 Technology Associates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 ' I EXISTING PARKING 0223100040 JURISDICTION: 1 I i I LOT 7 CITY OF TUKWILA ZONING: ' TUC L1/11 1 I✓ t LI , O q�- _ 1, 4 �� • �LLI I t 4WCAIOt. 100®[CIiIENi WA/ .1.00'201$ LAOCIP-4 WD%CD (�1�I as I ..p I •.. •I 0 A 040Y201$ LAOCIM.41I210%CD MOM EL 1 A GISMOS$ ISSUED FOR WACO REVIEW MOM ' 1 1 Q 1 REV DATE DESCRIPTION BY .I WI 1 L_ `� 1 , SE0400IA PARK EAST _»oAN RP E IST -1-'' Et '� '�0. iii �::^ ° ,_ 1 V.: j j - I iri. m ' 1 gh E F�+� WA.'AY`fR{7 w; (�Cp� [a�{� APPKO EXISTING L 1 Qa1 1 f/..; -•:` 1 ROOFTOP (TVP.) 1 7 1 I 1 111 ED DEC 18 2018 City of Tukwila UILDING DIVISION 1 i f= ` r II �$ ,�a; f,f f f i , )ta` I��, Iia. i:-. f,— 14.;' n I .0.L EXISTING q EXISTING T -MOBILE EQUIPMENT & ANTENNA 1 I 1 PARO NG 7 L FOR ENLARGED Aft ® SITE PLAN SEE: RECEIVED JURISDICTIONAPPROVAL STAMP DEPARTMEDENT BUILDING COWTRUCTCN I I I \ I J 0 CITY OF TUKWILA ' OCT 16 20 r8 SHEET TITLE SITE PLAN j• , _ Irt. pp- SHEET NUMBER Alli \�- .,�►.. ,. Vii. :. PROPERTY UNE IS. '\P -/'' PERMITELATE �©� EXISTING ACCESS (TYP) SITE PLAN I0' 0 10' 40 SCALE: 1-.zrr(1N+�) (OR) IT.2r4-(11=1„ 1 - LANDLORD SIGNATURE DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. TAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS. ROADS AND SETBACKS. EXISTING/ NEW T -MOBILE ANTENNA AREA, FOR ANTENNA PLAN SEE: AI AI EXISTING ROOFTOP (TYP.) 1 1 1 L 1 1 1 - Er EXISTING UNI T OPEN EXISTING CABLE TRAY (TYP.) (E)"D" SECTOR ® 270. 1 EXISTING/ NEW T -MOBILE ANTENNA AREA, FOR ANTENNA PLAN SEE: W 1 EXISTING UNIT EXISTING UNNIT EXISTING CABLE TRAY (TYP.) EXISTING CABLE TRAY (TYP.) EXISTING CABLE TRAY (TYP.) - - - 1 EXISTING/ NEW T -MOBILE EQUIPMENT AREA, FOR EQUIPMENT PLAN SEE: EXISTING/ NEW T -MOBILE ANTENNA AREA. FOR ANTENNA PLAN SEE: AI© CYm AI Elk "4/10 7ZY EXISTING CABLE TRAY (TYP.) RECEIVED CITY OF TUKWILA OCT 16 2818 - MIT CENTER" rNv,x. HARTMov WASyl cti • tivo 41111.1 ,00 R 54777 O OISIE� �SSIONAL ti 19.07.1:, A • IT I8 A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. al • •Mobile• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technologyilassoclates PNW MARKET OFFICE 850 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology4Assoclates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 09•07/2010 ADDEDEGUPYENT YOM 0 0.0212010 17010C114.4)2 WA CO MOM A 0403/2010 L7004011.44X210% CO EL A 02121,20/0 01011EO F00 7016C0 REVIEW YOM REV DATE DESCRIPTION BY SE04001A PARK EAST 130 HOOVER PARK EAST:.-.7i:",t°' • i..' W81W 'dM= CC'. :ACCOUCE 'I AIlitUVLU DEC 18 2018 :ity of Tukwila _DING DIVISION JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAID USE DEPARTMENT FOR BUILDING S CONSTRUCTION SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2 Cow BU ENLARGED SITE PLAN 0 1.5' 3' 51 scA►s: 31r -1 r mom) 11 I 0340 332 - (11x17) V oto54777 140A i-.HAIo�WAsy�9�• r‘' -. '�'0 / / �� 1� 4 :�'l%l J(�O 6 SSIONAL S (9.07.1: TOWER: FINAL EQUIPMENT INVENTORY SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER MODEL DIMENSIONSWEIGHT (LxWx°) (LBS) LANDLORD SIGNATURE b co s LLa. tiAI TO BE REMOVED (2) ANTENNA ANDREW SBNHH-1D85C 96.65c 11.9' x 7.1" 49.6 TO BE REMOVED (1) ANTENNA ANDREW LNX.85150S-AIM 98.3" x 11.9" x 7.1" 63.0.', TO BE REMOVED (3) RRU NOKIA FRLB 15.75" x 15.75' x 5.9" 59.52 EXISTING TO REMAIN (2) ANTENNA ANDREW HBXX3319DS-A2M 57.0' 0 22.2" x 4.9' 38.1 EXISTING TO REMAIN (16) DIPLEXER COMMSCOPE ECC1920-VPUB 7.6" x 7.3" x 2A" 7.9 EXISTING TO REMAIN (4) RRU NOKIA FRIJ 23.6" x 5.0" x 16.1' 48.3 IT IS AVIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. EXISTING TO REMAIN (4) RRU NOKIA FHFB 23.0" 8 12.6' x 7.8" 48.5 T.•.mobile. 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 EXISTING TO REMAIN (3) COVP RAYCAP RNSNDC-7771-PF-48 20.22" x 18.88. 0 7" 20 ADO NEW (2) ANTENNA COMMSCOPE FFHH.85CR3 96.9" 8 25.2" 89.3" 127.6 ADD NEW (1) ANTENNA COMMSCOPE FF-65C-R1 98.9" 8 25.2" 89.3" 117.9 ADD NEW (3) RRU NOKIA AHLOA 2205' x 12.13" x 7.44- 63.78 w�... 6� a� TBchnOlOgy AssOClateS PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 NOTE: 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS. MOUNTING HARDWARE, AND RF DESIGN. 2. REFER TO FINAL CONFIGURATION ANTENNA SCHEDULE ON SHEET RF-1. Technology Assoclates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 NEW T-MOBLE (FFHHd5CR3) ANTENNA (1 PER SECTOR A 8 9, 2 TOTAL) w EXISTING T-MOBILE (SBNHH-1D65C) ANTENNA (1 PER SECTOR A & B, 2 TOTAL) TO BE REMOVED NEW T-MOBILE AHLOA (1 PER SECTOR, SECTORS A, B & C, 3 TOTAL) 1 caimans ADM EQUIPMENT - . w © NV 0 0600/201• L700401N-00100% CO WM 008E EXISTING T-MOBILE FRLB (BELOW) (1 PER SECTOR, 3 SECTORS, 3 TOTAL) A 040312014 L7004111.44X2 SC% CD EL AII TO BE REMOVED A 00721i201$ ISSUED FOR MCI) REVIEW WM • - ❑11 8 - I Mill irl1 . / I(4 11011 II 0 i I(1 EXISTING T-MOBILE FRIJ (1 PER SECTOR, 4 SECTORS, 4 TOTAL) TO REMAIN EXISTING T-MOBILE (ECC1920-VPUB) DIPLEXERS PER SECTOR. 4 SECTORS, 18 TOTAL) TO REMAIN EXISTING CTOR, 4E FHFBEXISTING (1PER SECTOR, 4 SECTORS, 4 TOTAL) TO REMAIN EXISTING T-MOBILE COVP (3 BY ANTENNAS. 2 BY CABINETS, 5 TOTAL) TO REMAIN %.' /� REV DATE DESCRIPTION BY BY � '�(4 EXISTING T-MOBILE FRIJ (1 PER SECTOR, 4 SECTORS, 4 TOTAL) TO REMAIN SE04001A PARK EAST 11114 'VEEP. EAST 8 •IIP' H 1 ,1i1 1111 y MOO EXISTING T-MOBILE (ECC1920-VPUB) DIPLEXERS PER SECTOR, 4 SECTORS, 16 TOTAL)lel TO REMAIN T-MOBILE FHFB• (1 PER SECTOR, 4 SECTORS, 4 TOTAL) TO REMAIN EXISTING T-MOBILE COVP (3 BY ANTENNAS, 2 BY CABINETS. 5 TOTAL) TO REMAIN 'I I T-MOBILE EXISTING ROOFTOP (TVP') "., _ .1E0KVNIMVIIA(;98 88 C QI "C CE ` DEC 182 18 City of Tukwila ILDING DIVISION EXISTING (HBXX3319DS-A2M) ANTENNA (1 PER SECTOR C & D, 2 TOTAL) TO REMAIN S! 1�I • " � . 'H H EXISTING T-MOBILE (HBXX33190S-A2M) ANTENNA (1 PER SECTOR C & D. 2 TOTAL) TO REMAIN I hI �• • "' % 1� �y •, <(E)'D' SECTOR Q 270'' I. 'I.11 li I •p /w, C (E)'O-SECTOR�270' II 1011 �I 111011 411 EXISTINGT-M°BILE (LNXE516DS-A1M)ANTENNA (1 PER SECTOR C, 1 TOTAL) �• / � i i � i L•• �: i I. • TO BE REMOVED -.iti�•......v..4 JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUIIDNGa CONSTRUCTION , •�.•. �_ •�.•. �. �1"� �i' \ i Ir: -. 111110 [Z m �fA __ SHEET TITLE ANTENNA PLANS ■ A N Ail°°'' o"a A • I • : OpLd \�\ C NEWTMOBILE(FFfi5CR1) ANTENNA (1 PER SECTOR C. 1 TOTAL) Alk w RECEIVED CITY OF TUKWILA { •, I,• �- OCT 16 2G E8 �� � SHEET NUMBER A.13 ANTENNA PLAN (EXISTING) SCALE: lir.1.47•(�%S•) ANTENNA PLAN PER C +'•-( •► (FINAL) +M'.+'4 (11:17) 2 (OR) +k'.1.4r (1178+7) FrHARTM •.A vt. `t/ c. �j`9 > SOF nAJ�!'^� 1` / _/I �� I� S4%%% MO 41' �j0��t+^r t CVI ssIONAL 19.07.1 , GROUND: FINAL EQUIPMENT INVENTORY SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER EQUIPMENT MODEL DIMENSIONS (LxNSIO WEIGHT (LBS) CABINET TYPE EQUAPMENOF CABINET QUANTITY LANDLORD SIGNATURE TO BE REMOVED (3) BASEBAND NOKIA FSMF 5.2" x 11.75" x 18.8" 41.9 INSIDE FOCA CABINET (1) TO BE REMOVED (3) BASEBAND NOKIA FBBC TBD TBD INSIDE FOCA CABINET (2) EXISTINGTOREMAIN (1) BASEBAND NOKIA FBBA _ INSIDE FOCA CABINET (1) EXISTING TO REMAIN (2) BASEBAND NOKIA FSMF 5.2' x 11.75' z 15.5' 41.9 INSIDE FOCA CABINET (1) EXISTING TO REMAIN (1) GPS ANTENNA - - - MOUNTED {E N EXISTING TO REMAIN (2) COVP RAYCAP RNSNDC•7771-PF48 20.22'x 18.85'x7" 20 MOUNTED ON H-FRAME IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS 00C\II.ENT. ADD NEW (3) BASEBAND NOKIA ABIA 14.2" x13.0* x 1.1" 4.41 FCOA CABINET (2) • •1:OIj1' 19807 NORTH BOTHELL, CREEK PARKWAY NORTH WA 98011 ADD NEW (1) BASEBAND NOKIA ASIA 14.2" x 8.8" x 1.7" 5.51 FCOA CABINET (2) ADDNEW (2) BASEBAND NOKIA AMOB 13.94•x19.17"x23.82" 50.71 FCOACABINET (2)T - Technology' Assoclates PNW MARKET OFFICE 850 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 EXISTING T-MOBILE COVP (3 BY ANTENNAS. 2 BY CABINETS. 5 TOTAL) TO REMAIN EXISTING T-MOBILE GPS ANTENNA (1 TOTAL) TO REMAIN EXISTING T-MOBILE COVP (3 BY ANTENNAS, 2 BY CABINETS, 5 TOTAL) TO REMAIN EXISTING T-MOBILE GPS ANTENNA (1 TOTAL) TO REMAIN Technology'Associates ARCHITECTURE & ENOINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 , 0 (-) l7 I I O — o-0 EXISTING MCPA EXISTING MCPA EXISTING T-MOBILE FSMF 1 0007/2010 ADDEDCOIIIMENT AOM 0 00107"/20/8 1.78C1I44X21000 CO MOM A 0600701E L700CYP4-0Q 000 CD El (3) AND (3) FBBC INSIDE CABINET TO BE REMOVED NEW T-MOBILE (3) ASIA, (1) ASIA, AND (1) AMOB IN INSIDE CABINET AIN 411% AI A 02/21/201111 ISSUED FOR MOO REVIEW MOM REV DATE DESCRIPTION BY NV W 1V SE04001A PARK EAST 130 MOVER PARK EAST 11: K11111t . . ;,.._. a 1 i 'r a �, % r rs �� 1,l<.: •a: Yp �P ��� EXISTING FCOA CABINET TO REMAIN i EXISTING FCOA CABINET I TO REMAIN , INSIDE LE(1)AMOBIN NET1Ark r w ' :_R EXISTING FCOA CABINET TO REMAIN 11- j it I / 4. , EXISTING FCOA CABINET TO REMAIN' �: i / ' AF'll'r.a vrili.L7 DEC 18 2518 City of Tukwila ILDING DIVISION u EXISTING PURCELL CABINET TO REMAIN f EXISTING PPC/TELCO CABINET EXISTING PURCELL CABINET TO REMAIN EXISTING PPC/TELCO CABINET • B DEPARTMENT FOR LAND USE JURISDICTION FOR BUILDINGCONSTRUCTION FOR BUIIDNG 0 CONSTRUCTION -` '.=''' . RECEIVED 1=1DEPARTMENT -------�'I CI Y OF TUKWILA SHEET TITLE EQUIPMENT PLANS (0 l �i OCT 16 ZdiB PERMIT CENTER ��,�� SHEET NUMBER A-3 1 EQUIPMENT PLAN (EXISTING) , ., � Qom, EQUIPMENT PLAN 1 9vl (FINAL) ,q„ 11•17:11::(1(24x1:76)/ 2 � ,l..1.,.I„�” 1 �• HARTM A V� \O OC WAS t'�•'794. ♦ WAS +7 �w 4.. • 4 �� �� 54777 O `♦ ,(rr OI:� ISiE�_ �+ei��l SASI�NAL tir -- (907 '�; EXISTING T -MOBILE (ECC1920-VPUB) DIPLEXERS (4 PER SECTOR, 4 SECTORS, 16 TOTAL) EXISTING T -MOBILE FRIJ TO REMAIN (1 PER SECTOR, 4 SECTORS, 4 TOTAL) TO REMAIN EXISTING T -MOBILE FHFB LANDLORD SIGNATURE EXISTING T -MOBILE (SBNHH-1D55C) ANTENNA (1 PER SECTOR, 4 SECTORS, 4 TOTAL) EXISTING T -MOBILE EQUIPMENT AREA, FOR TO REMAIN EQUIPMENT PLAN SEE: (1 PER SECTOR A & B, 2 TOTAL) EXISTING T -MOBILE TO BE REMOVED EXISTING T -MOBILE COVP (HBXX-3319DS-A2M) ANTENNA 1 (3 BY ANTENNAS, 2 BY CABINETS, 5 TOTAL) (1 PER TO REMAINTOR C & D. 2 TOTAL) TOP OF EXISTING MECHANICAL SCREEN WALL TO REMAIN Y ELEV. 53.7' AGL \ — EXISTING T -MOBILE (LNX-05150S-A1M)ANTENNA • TOP OF EXISTING T -MOBILE ANTENNAS ELEV 52.3' AGL I RAD CENTER OF EXISTING T ANTENNAS— llifi f _ II (1 PER SECTOR C. 1 TOTAL)` TO BE REMOVED -MOBILE _ _ _ _ _ _ _ _ — _ _ _ ELEV. 4B.3'AGL ---�—� I I • _ �" ' �Iif 11 �. IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOAUERTHISDOCUMENT. TOP OF EXISTING BUILDING • ELEV. 44.0 AOL in 11111111111111111111111111111111111111111M _ Ina 1 111 NI 11111•11111111111111111H1111111111111 M 111111'111111111111111 111Ni1111■IIII1 11 11111111 1111111 11111 T ••Mobi1e'• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 T FRLB Ell r� �- EXISTING -MOBILE (BELOW) (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO BE REMOVED — ..... _iii ____ 1 Technolopy'Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 �� �� a ter,_ TechnologyitAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 FINISH GRADE 4, ELEV. 0•-0" REF 1 *57/2011 APPEPEX1r*NT MOM SCALE: ' °"m'°"LTOMPRA44X2 1001ICD "OM WEST ELEVATION (EXISTING) 134 ,+or.,1a (1(24:31) 1 A OWMOMI 1.106bYP411Q110% CO EL A OO!!1l101S MAW MN TS%CO RENEW MOM EXISTING T -MOBILE (ECC1920-VPUB) DIPLEXERS REV DATE DESCRIPTION BY EXISTING T -MOBILE FRIJ (4 PER SECTOR. 4 SECTORS, 10 TOTAL) DISCLAIMER: (1 PER SECTOR, 4 SECTORS, 4 TOTAL) EXISTING (1 PER T SECTOR. -MOBILE 4 FHFB SECTORS, 4 TOTAL) NEW T EQUIPMENT AREA, FOR 1. ALL NEW T -MOBILE ANTENNA EQUIPMENT IS TO BE PAINTED TO SE04001 A PARK EAST yy�� ������yyy��[pp pp��p�yy C,M _ -13ON OVERFI'9Y1-LA .. ')u` n/"F�/O I W ✓[[��� ��.A�' AM NEW T -MOBLE (FFHH23CR3) ANTENNA R� (1 PER SECTOR A 6 B, 2 TOTAL) EXISTIG (3 BY T ANTENNAS, -MOBILE COVP 2 BY CABINETS, 5 TOTAL) EQUIPMENT �� -MOBILE © PLAN SEE: EXISTING T -MOBILE (H PER SECTOR C &) D ANTENNA2 TOTAL) ANTENNA MATCH EXISTING BUILDING. 2. EXISTING TOP OF ANTENNA, TOP OF PARAPET, AND TOP OF OFMECHANICAL SCREEN WALL NEW T -MOBILE (FF -65C -R1) (i PER SECTOR C, 1 TOTAL) PENTHOUSEto SURVEY ELEV.OP 3EXISSTING L DATED 111/052015. \ � MN ME MB MI 1Mak TOP OF EXISTINQ & NEW T -MOBILE ANTENNAS 4 RAD CENTER O► NEW T ANTENNAS 1 I 1 1 ( — VW -MOBILE _ — _ _ — _ _ — ELEV. 19.0' AQL _ — _ _ — _ TOP OF EXISTING BUILDING h _ II '1 ' .I IIIA or . �u1 111 lull lII.:Et:Itne118 ELEV.44.EAGL (I 111111 11 1111111111111111111111111111111'IlllllliIIllulilll 1111111i1111 1111 11 II 1 1 1111111111 If f [II 111 �l�NEW L} 24:8 City of Tukwila ILDING DIVISION T -MOBILE AHLOA (1 PER SECTOR, SECTORS A, B b C, 3 TOTAL) ' RECEIVED CITY OF TUKWILA STAMP D� FOR S DEPARTMENT FOR BUXOM8 CONSTRUCTION OCT 161J38 SHEET TITLE ELEVATIONS bah FINISH GRADE PERMIT CENTER SHEET NUMBER A-4 ELEV. 0,0' REF IQ (2411311) WEST ELEVATION (FINAL) ( IRVa1•r(1I 2 EXISTING TaAOBILE FHFB PER EMOVE A E BS2 TOTAD95C) ANTENNATO ER SECTOR, 4 SECTORS, 4 TOTAL),O L) BE REMOVED Fir;w.HAR,,,,,(1SISTING CCWA$ 9A.TO j EXISTING T -MOBILE (HBXX-3319DS-A2M) ANTENNA EXISTING T -MOBILE FRIJ EXISTING T -MOBILE EQUIPMENT AREA, LANDLORD SIGNATURE (1 PER SECTOR C 8 D, 2 TOTAL) (1 PER SECTOR, 4 SECTORS, 4 TOTAL) EQUIPMENT PLAN SEE: i0 REMAIN TO REMAIN EXISTING T -MOBILE FRLB (BELOW) TOP OF EXISTING MECHANICAL SCREEN WALL (1 PER SECTOR. 3 SECTORS. 3 TOTAL) ``,,�Ol`I w - V' _ - / e*( / r•. ELEV. 53.T AGL \ TO BE REMOVED , I. a ` 4 TOP OF EXISTING T -MOBILE ANTENNAS ELEV. 52 3' AGL \ r 4.T ■ 1 ' A 54777 Q ,[' �c :;; O'Ws RAD CENTER OF EXISTING T -MOBILE ANTENNAS _ _ _ _ _ _ _ _ _ _ _ _ _ 1 I .. i i n _T['4 ELEV. 4S.3'AGL___________-_ LY `� I' rt ,� III - I — . I Glp . r • • 19.07.1:, A TOP OF EXISTING BUILDING �,, F IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ELEV. 44.0' AGL ill' 1'1 �� �. - - - P ���I SIM I - - - 11 --. - ARE ACTINO UNDER THE DIRECTION Of A LICENSED -� PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T ANTENNA EXISTING -MOBILE (LNX-5515DS-A1M) (1 PER SECTOR C. 1 TOTAL) TO BE REMOVED T••Mobile• EXISTING T -MOBILE (ECC1920-VPUB) DIPLEXERS (4 PER SECTOR. 4 SECTORS. 10 TOTAL)- - - 5 19807 NORTH CREEK PARKWAY NORTH TO REMAIN — • BOTHELL, WA 98011 ,� EXISTING T -MOBILE COVP (3 BY ANTENNAS, 2 BY CABINETS, 5 TOTAL) TO REMAIN Technology Assoclates PNW MARKET OFFICE 850 SOUTH ORCAS STREET, STE. R-103 .__+`.._s —"_. SEATTLE, WA 98108 Technology'Assoclates FINISH GRADE ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 Y ELEV. 0'-0- REF 1 4OR1515 ;WOOED COMMENT M0M EAST ELEVATION • l LE: li :,'• 1 0 030020111 1.70048044.1Ci102`C° '"°" (EXISTING) ,' ,` A 946)1915 1:190CMP44X2 SO%CD EL EXISTING T -MOBILE FHFB A OM/MSISSUED FOR 751LCD Xl111l1N MOM Ark NEW T -MOBILE (FFM -63C -R3) ANTENNA (1 PER SECTOR, 4 SECTORS, 4 TOTAL) gr(1 PER SECTOR A & B, 2 TOTAL) ip DISCLAIMER: REV DATE DESCRIPTION BY NEW T EQUIPMENT -MOBILE EQUIPMENT PLAN SEE: AREA, FOR EXISTING T -MOBILE (HBXX-3319DS-A2M) ANTENNA (1 PER SECTOR C E D. 2 TOTAL) 0 TOP OF EXISTING MECHANICAL SCREEN WALL EXISTING (1 PER NEW (1 PER SECTOR, T -MOBILE SECTOR, T -MOBILE FRIJ 4 SECTORS, AHLOA SECTORS 4 TOTAL) . . . . . ,W' 1. ALL NEW T -MOBILE ANTENNA EQUIPMENT IS TO BE PAINTED TO MATCH EXISTING BUILDING. 2. EXISTING TOP OF ANTENNA, TOP OF PARAPET, AND TOP OF C C �: /� 00 1 A JC�E� ELEV. 53.T AGL \ A. 3 TOTAL) r PENTHOUSE BASED ON 1A SURVEY DATED 11/092016. TOP OF EXISTING i NEW T -MOBILE ANTENNAS V ELEV. MDAQL is liar I I I PARK EAST Tj RAD.00NTEN NEW 1 -MOBILE ANTENNA8 _ _ _ TOP OF EXISTING BUILDING _ OO���Pn.O'tl��11 I' -; II . . I _ !, __ 130 ADOVER PARK EAST -/' 9 ELEV. 44.0'AGL 111Et.1:1" ,11 111.11111 ENLi - III EIIIIIIII III I:II�III III IIIIII1IIIII 1111. 11I1'1,1E11 1 111 -'_ 111111II 1.111.11. IILII II INIIIII MIH®1IIWI'�II II 111 III 11111I'IIIIIIII. • 1 : , ._ d . 1-•...e V. ".` �/qy CV f t l., OM �' E V45.E,_f0(2 ` l/L E ggh NEW T -MOBILE (FF-05CANTENNA w (1 PER SECTOR C, 1 TOTAL) f`i'V V EXISTING T -MOBILE (ECC1920-VPUB) DIPLEXERS (4 PER SECTOR, 4 SECTORS, 19 TOTAL) - _ _ _ _ _ _ _ DEC 18 Q 22 u T EXISTING -MOBILE COVP (3 BY ANTENNAS, 2 BY CABINETS, 5 TOTAL) City of Tukwila Bl I DIVISION `_'` _DING — — — — TJURISDICTION APPROVAL SUMP RECEIVED DEPARTMENT FOR SURDNO SS CONSTRUCTION OF UKWILA DEPMTMENTFOR IANDUSE --r— - CITY ■ SHEET TITLE OCT 16 2018 ELEVATIONS — — _ • FINISH REF PERMIT CENTER SHEET NUMBER . A..5 W(PA 2 EAST ELEVATION (FINAL) (OR) OW .1 ) _ - _ 1EIN ' g. HARTM COMMSCOPE: FF -65C -R1 NOKIA: AIRSCALE CAPACITY UNIT (ABIA) COMMSCOPE: FFHH-65C-R3 — RADOME MATERIAL: ALUMINUM, LOW LOSS CIRCUIT BOARD RADOME COLOR: LIGHT GRAY DIMENSIONS, HsWoO: 95.9.5 25.2.0 9.3" (2437.0 x 840.0 x 235.0 mm) NET WEIGHT: 117.9 (53.5 kg) RF CONNECTOR: (4) 4.3 - 10 FEMALE DIMENSIONS: 142"X8.8"X1.1" WEIGHT: 4.41 lbs. PRODUCT CODE: 473096A FUNCTIONS: INDOOR CAPACITY EXTENSION PLUG IN UNIT. HAS 8 OPTICAL RF INTERFACES UP TO 6 Gbps OBSAI OR 9.8 Gbps CPRI. IQ -COMPRESSION IS SUPPORTED WITH 3 CPRI LINKSJ RADOME MATERIAL: ALUMINUM, LOW LOSS CIRCUIT BOARD RADOME COLOR: LIGHT GRAY DIMENSIONS, HxWSD: 95.9" 5 25.2' x 9.3" (2437.0 5 640.0 x 235.0 mm) NET WEIGHT: 127.81 (57.9 kg8 ) RF CONNECTOR: (4) 4.3.10 FEMALE �� ` 4� of .A, S/p 4' .. CA • I / _, • �4 �� J '. 1 A 5,470 p. � O�SSIONAL 04Cr- A 9.07.1; IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. _IT -- - �•" {1] -- j[ -' I r(f 77 '_ tr[71.14741.:1 -Cyst J. C• - J.• wl M.wi Y. 1 • 4741 h�°a6(• AA� T 1\,tIObi1€u■ ■ ■ ■ 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 a. 9.3 , ,I 9.3. 1 I OM 25.2 PERSPECTIVE VIEW i 25.2" Technology4Asoclotns PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 NOT �"`Es�"-a ANTENNA SPECIFICATIONS ABIA N,T-5" 14 ANTENNA SPECIFICATIONS SCALE CAL 1 USED N.T.S. 1 d N.T.S. 7 NOKIA: AIRSCALE COMMON UNIT (ASIA) NOKIA: (AIRSCALE DUAL RRH 4T4R B12/71 240W AHLOA DIMENSIONS: 14.2"X8.8"X1.7" WEIGHT: 6.61 i s. PRODUCT CODE: 473095A FUNCTIONS: INDOOR COMMON PLUG IN UNIT. INCLUDES TRANSPORT AND CENTRALIZED CONTROL FUNCTIONS FOR SUPPORTED RADIO ACCESS TECHNOLOGIES. RF MODULE TYPE: RRH, 1 UNIT PER SECTOR DIMENSIONS, H%WxD: 22.05.512.13' 0 7.44' (WITHOUT BRACKETS) WEIGHT: 83.78 lbs (MOUNTED WEIGHT) Technology ASSociatOS ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 '.. 12.13• Ati 1 OYOTIZOIB ADDED EQUIPMENT MGM 0 0802/2018 L700-CMP4-1%2100%CD MGM .. A 0403/2018 EL ���� i I II III f 1 A OT21/2018 ISSUED11FOR75% DRE ISSUED FOR Ie%CD REVIEW MGM • -.. . •- •.• - I REV DATE DESCRIPTION BY .C� I' { ' N •1.•1.. I�y/�% IIII�'I'II 1 , —� 1 1 •••••••••••.! • • 44 -M II ILII SE04001A PARK EAST 1)0M00VERPARKEAST LAW 9ffla .-:.I ._ - ----. 361mm(142i4l 1 7.44" r _- PLAN VIEW SIDE VIEW FRONT VIEW PERSPECTIVE VIEW. PERSPECTIVE VIEW NOT ALE NOT USED NAL 8 ASIA '�"`E CAL USED NS .T.S. 11 KT.O. 5 AHLOA �� ,_ NOKIA: AIRSCALE SUBRACK OUTDOOR (AMOB) DIMENSIONS: 13.94-X19.17,(23.82" WEIGHT: 50.71 lbs. (AMOB ENCLOSURE) INGRESS PROTECTION: -P55 OPERATING OPERATING TEEMPERATURE: -WC V TO *SST pNMn'louT 60120! RADIATION) ilitit INSTALLATION TEMPERATURE: -20'- +SS'C AIRFLOW DIRECTION: BACK TO FRONT AIRFLOW DIRECTION SUPPORTED FOR HEX Ms�illbiilJU) ". HORIZONTAL (PGOA, 19" K RACPLEXI STACK) FRONT TO BACK AIRFLOW DIRECTION SUPPORTED FOR VERTICAL WALL AND POLE MOUNTING CASE) CLEARANCES FOR COOLING: 40 mm MINIMUM ON THE BACK AND FRONT SIDE Healed -1U).. COLD START: ,2H FROM -40"CTOd'C. OPTIOREQUIREMENT. COLD START FROM �0'C + ... ADDED TO MEET NAM T.COLDID 1TACANEE �V 1�1 AF'II r,,v Ts DEC 18 L y;+ 1 �j� of Tukwila t7 I _DING DIVISION TEOI OF 2 HIR, TO -VD E41 HOUR INSTEAD Of 2/10UIIli. NOMINAL SUPPLY VOLTAGE: -40.5 ...-57VDC �� INPUT VOLTAGE RANGE: EXTENDED SERVICE VOLTAGE RANGE SUPPORTED -36VDC VOLUME: 104.5L / - �r'• MASS CAPACITY: SUPPORT MAX 18KG INSIDE POWER CONSUMPTION: TYPICAL MAX -265W (ALL FANS AT HIGHEST SPEED), COLD I\� ' �`� i" START -6000W (HEATER ON 55W + FANS AT LOW SPEED) V CONDUIT CABLE ENTRY: 2X1.5"+3X1" ON EACH LEFT AND RIGHT SIDE RECEIVED � pL `t• �� FEATURE DESCRIPTION: OUTDOOR SUBRACK.HIGH ER AIRSCALE HEAT EXCH NEINDOOJ�ITV OF TUKWILA PLUG-IN UNITS. HIGH PERFORMANCE HEAT EXCHANGER "H'cfV' TUKWILA COMPATIBLE WITH PLEXI BTS MECHANICS STACKIPLINTHIWALLIPOLEIRACKINSTALLATION. COMPATIBLE WITH THE 3RD PAR 17 RACKS AND CABINETS IF IT FOLLOWS 1 C �!{� ENTS. POSSIBLE TO INSTALLCLEAMOB INSIDE FCOA CABINET. CES AND AIRFLOW MERVICE DOORS ON OCT 1. U i.1%1V FRONT AND REAR SIDES. PERMITCENTER PERSPECTNEVIEW JURISDICTION APPROVAL STEM DEPSRTYENT FOR LAND USE DEPARTMENT FOR BUILDING II CONSTRUCTION SHEET TrtLI ANTENNA AND GROUND DETAILS SHEET NUMBER A-6 NOT USED SCALE NOT AMOB N.SCALE3. N 12 USED N.T.S."9 E Installation Instructions commen Mounting Kits For Wide Panel Antennas BSAMNT Series: Mounting systems for cylindrical pipe installations (60-115mm pipe diameter) for heavy duty applications Bulletin 639825-1 • Revision C • July 2014 Page 1 of 2 Andrew Inst tufe offers installation training. ITEM NO. DESCRIPTION QTY U/M 1 PIPECLAMP BRACKET, NO FLANGE 2 EA 2 PIPECLAMP BRACKET, SHORT FLANGES 2 EA 3 NOTCHED BRACKET 1 EA 4 BRACKET 1 EA 5 SCR,HH,HEX,M8X25,SST,PASS 4 EA 6 WSHR,LK,SPLT,M8.STL,GALV 4 EA 7 TWO HOLE PLATE, 8mm X 1.25 PITCH 2 EA 8 NUT,HEX,M10,STL,GALV 12 E_A 9 WSHR,LK,SPLT,M10,STL,GALV 6 EA 10 SCR,HCS,HEX,M10X40,STL,GALV 6 EA 11 NUT, HEX,M12,STL,GALV 8 EA 12 WSHR,FLT,M12,13X28X2.5,STL,GALV 4 EA 13 WSHR,LK,SPLT,M12,STLGALV 4 EA 14 BOLT,CARRIAGE,M12 X 200,STL,GALV 4 EA Part Lists e:9]s e� _—� e M8 bolt - �o , \-0 • Bracket edges parallel to each other. (fully collapsed position) Pre -assembly of Downtilt Brackets MAXIMUM TORQUE M10 bolt M10 bolt M8 15N.m (11ft.lbsi M10 37N.m (27ft.lbs) M12 58N.m (43ff.lbs) ATTENTION: Insert M12 bolts and M12 Hat washer into bracket with tabs prior to attaching bracket to antenna. CRITICAL: For initial installation to pipe, downtilt brackets must be configured in pre -assembly position ((fully collapsed). Top / Middle Mount Installations BSAMNT Mounting Kit LANDLORD SIGNATURE (Continued from page 1) Bulletin 639825-1 • Revision C • July 2014 Page 2 of 2 MAXIMUM TORQUE M10 I 37N.m (27ft.lbs) M12 58N.m (43ff.lbs) RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER ATTENTION: Insert M12 bolts and M12 flat washers Into bracket with tabs prior to attaching bracket to antenna. Bottom Mount Installation • Loosen pivot bolts . (do not remove) • Remove adjuster bolts. • Adjust antenna angle. (use inclinometer) • Reinstall adjuster bolts. • Retighten all bolts. M 10 pivot bolt (loosen only) 1—M10 pivot bolt (loosen only) —use inclinometer to adjust antenna angle M10 pivot bolt (loosen only) —M8 adjuster bolt perimeter location (remove to adjust tilt) M10 pivot bolt (loosen only) M8 pivot bolt center location (loosen only) DETAIL A MAXIMUM TORQUE M8 15N.m (11ft.lbs) M10 37N.m (27ft.lbs) M12 58N.m (43ft.lbs) Adjusting Antenna Tilt SAFETY NO11Gf The installation, maintenance, or removal of an antenna requires qualified, experienced personnel. CommScope installation instructions are written for such installation personnel. Antenna systems should be inspected once a year by qualified personnel to verify proper installation, maintenance, and condition of equipment. CommScope disclaims any liability or responsibility for the results of improper or unsafe installation practices. It is recommended that transmit power be tumed off when the field installation is performed. Follow all applicable safety precautions as shown on this page. ii, 41 r4560 go1 SI 611111111 DD not h,stal near power Ines Do not Instal on a wet or windy Wear shoes with rubber soles and Power Ines. telephone Ines. day or when lightning or thunder heels. Wear protective clothing and guy wires cook the some. Is In the area. Do not use metol including o long-sleeved shirt and Assume any wire or Ina can ladder. rubber gloves. electrocute you. CommScope Customer Support 0` North AmAMI: 1-80255-1479, opson 1 International: +1-779-435-6500, Option 1 EmaN: .com www.commscope.convandrew Visit our Web site at www.commacope.com or contact your local sales representative for more information. 0 2012 CommScope, Inc. All rights reserved. Andrew is a trademark of CommScope. AI trademarks identified by Om n are registered trademarks or trademarks, respectively, of Conwnscops. This document is for planning purposes only and Is not intended to modify or supplement any specifications or wamntlea relating to Andrew products or services. BU ANTENNA MOUNTING SPECIFICATIONS SCALE N.T.S. R. HARTM iN' N 0F WASA, '1' A. • o� Y S • t� r�1 ,p Sd777 �'o RFciST � " `SSIONAL9.07.1:. IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. T ••Mobile.• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology4Assoclates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology4Assoclates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 OsSMNE ADDED ECRAPIEN0 MOM e MAMA L7004:10,444100%C0 MOM A 0400201E L7004EIPIRMC2r0%CD EL A 07021201E ISSUED FOR 1SACO MAW MOM REV DATE DESCRIPTION 81' SE04001A PARK EAST .. ,, _ IXANDOVER PARK EAST ,. -1 TUKWILA W698188 �21:`t,--m! FKI E DEC 18 2;13 Sity of Tukwila LDING DIVISION JURISDICTION APPROVAL STAMP DEPORTMENT FOR LORD USE DEPORTMENT FOR BUILDING E CONSTRUCTION SHEET TITLE ANTENNA MOUNTING SPECIFICATIONS SHEET NUMBER A-7 ELECTRICAL GROUNDING SPECIFICATIONS $ HAR1..., • �•. A 15%.r4 rW. F WASy 9'1' ,, ,%1 / _�1 +� I� �i�.,54777 !% cO Ss/ E A A 90.7.1 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR THE AUTHORITY HAVING JURISDICTION. 2. ALL GROUNDING DEVICES SHALL BE U.L. LISTED FOR THEIR INTENDED USE. 3. GROUND WIRES SHALL BE TINNED 02 AWG BARE SOLID COPPER UNLESS OTHERWISE NOTED. 4. CONNECTIONS OF ALL GROUND WIRES TO THE GROUND RING SHALL BE EXOTHERMIC (CAD-WELDED), UNLESS OTHERWISE NOTED. AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND T-MOBILE WIRELESS BROADBAND STANDARDS. 5. GROUNDING CONDUCTORS SHALL BE ROUTED ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. WHEN REQUIRED. GROUND LEADS SHALL BE BENT TO A MINIMUM OF 8" RADIUS. 6. WHERE GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO THE GROUND RING. INSTALL WIRE IN 3/4' HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5" BELOW GRADE AND SEAL THE TOP WITH SILICONE SEALANT 7. ALL GROUND BARS SHALL BE TINNED. 1/4" COPPER, SECTOR BARS 7. COLLECTOR AND MGB BARS 4', OF SUFFICIENT LENGTH TO ACCOMMODATE ALL REQUIRED CONNECTIONS WITHOUT DOUBLING LUGS. AND EACH INSTALLED WITH ISOLATORS. WHEN CONNECTING GROUND BARS (WITHIN 10 FEET OF GRADE) DIRECTLY TO THE GROUND RING. 2 EA. 02 SOLID DOWNLEADS SHALL BE CAD-WELDED TO THE GROUND BAR, 1 AT EACH OPPOSITE BOTTOM CORNER, AND EACH SHALL RUN IN 3/4" HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM GROUND BAR DOWN TO THE GROUND RING. WHEN CONNECTING SECTOR GROUND BARS, DAISY-CHAIN THE GROUND BARS AND RUN 1 EA. 82 AWG STRANDED COPPER WIRE WITH THWN INSULATION FROM THE MIDDLE GROUND BAR TO THE GROUND RING AND CAD-WELD TO THE RING. 8. WHEN ATTACHING STRANDED GROUND LEADS TO THE GROUND BARS, 2 HOLE COMPRESSION LUGS SHALL BE USED. PROTECT WITH WEATHERPROOF HEAT SHRINK, AND WITH A THIN COAT OF "KOP'R SHIELD" OR EQUIVALENT PROPERLY APPLIED AND ATTACHEDONLY WITH STAINLESS STEEL HARDWARE. 9. WHEN GROUNDING EQUIPMENT ENCLOSURES, FRAMES, AND OTHER METAL APPARATUS. A AN AWG STRANDED COPPER WIRE WITH THWN INSULATION SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE LUG, PROTECTED WITH WEATHERPROOF HEAT A CLEAN AND CORROSION FREE METALLIC SURFACE UTILIZING STAINLESS STEEL SELF-TAPPING SCREWS AS NOTED IN NOTE 10 BELOW. 10. PREPARE ALL BONDING SURFACES FOR GROUND CONNECTIONS BY REMOVING ANY AND ALL PAINT AND CORROSION TO SHINY METAL. FOLLOWING CAD-WELDED CONNECTIONS TO NON-COPPER SURFACES, APPLY ONE COAT OF ANY ANTI-OXIDIZING PAINT, "COLD GALV" OR 11. GROUND RODS SHALL BE COPPER-CLAD STEEL 5/8"x10', SPACED NO LESS THAN 10' ON CENTER. 12. ALL GROUND SYSTEM CONDUCTORS AND CONDUITS SHALL BE SECURED UTILIZING ONLY NONMETALLIC, NON-CONDUCTIVE. UV RATED CLAMPS, BRACKET, AND OR SUPPORTS. 13. WHEN REQUIRED. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDENT TESTING FIRM TO VERIFY, UTILIZING A MEGGER TEST, THAT THE RESISTANCE TO EARTH OF THE NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN 5 (OHMS). A COPY OF THE COMPLETE TESTING REPORT SHALL BE PROVIDED TO THE T-MOBILE/ REPRESENTATIVE. 14. ALL MATERIALS AND HARDWARE SHALL BR INSTALLED IN A WORKMAN-LIKE MANNER IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, AND DEFINED IN NFPA-70 AND APPROVED BY A.H.J. 111 LANDLORD SIGNATURE - C _ i -'� •• 1 , _ i - ``-\ `. - IT IS A VIOLATION OF LAW FOR ANY PERSON. ESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 19807 11 /�� 1 11 G .mobile. NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 1 i ' 111 i NEW 88 AWG FROM CABINET TO (E) GROUND BAR (TYP.) ,1; , j' ' I;r •,_ 1 : 1 Technology4Assoclates PNW MARKET OFFICE 850 SOUTH ORCAS STREET, STE. R-103 WA 98108 , _ I� ,M I. 1 ' © \ NEW MECHANICAL LUG CONNECTION (TYP.) la,SEATTLE, Technology Associates ARCHITECTURE R ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO,CA 92108 • •• •• • .. I% `-�©�. \\\\/ ► (E) GROUND BAR (FIELD VERIFY LOCATION) (TYP) EQUIPMENT N. GROUNDING N.T.S. 1 2 1 OAt72010 ADDED EQUIPMENT 101101PANELS, O 4 LTOOCM/4� 1000 NOM A O40Y101$ 1.1E041.4.412 EE% CO EL 11•-•.• • IMO+OIII` • H - 1 I. ' • r / © y'-.... a A 02a1Fm1E NUM RDE MECO WIRY/ NOM REV DATE DESCRIPTION BY SE04001 A PARK EAST �-' -� - M. * C MILK WA �r.� D— A p.,. .,1004:00p, p T,.•1 E ii� r J , I ,'�/1 ' NEW M AWG FROM AHLOA TO (E) SECTOR GROUND BAR (TYP.) NW © 1 /� y I z� (E) SECTOR GROUND BAR (FIELD VERIFY LOCATION) (TYP) ,ti�I• F!. L)l OI '1111 BPI11 ,1 !�r 1 r HF IJ .. NEW MECHANICAL LUG Ark CONNECTION (TYP.) NEW b AWG FROM ANTENNA TO (E) SECTOR GROUND BAR (TYP.) WY 41=110•111IIIIIIMIII RECEIVED BUILDING _ _ „J°EC18,9 ity of Tukwila DIVISION LEGEND • EXOTHERMIC CONNECTION JURISDICTIONARNT FOR LAAD USESEv DEPARTMENT LANDON DEPARTMENT FOR BUILDING S CONSTRUCTION • MECHANICAL CONNECTION ® EQUIPMENT GROUND BAR SHEET ""E GROUNDING PLANS '� A CITY OF TUKWILA ® ANTENNA GROUND BAR (AS REQUIRED) !E 44 02 AWG GROUND LEAD (AS REQUIRED)•.. 'A`�T' •s �",�i� ' — NOTE' 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. — OCT 16 241d ., I,. RERMIT CENTER rli o SHEET NUMBER G-1 NOTES & LEGEND SCALE N.T.S. 1 ANTENNA GROUNDING N.T.S.SCALE 3 R . NOTES: �r� 89"N# Olt PE G TYPE 1 TYPE 2-YA-2 TYPE XA TYPE YA-2 TYT �, HA R �• J� '•A 54777 �Q ��1►1�7, i:, �SSf�NAL EAG 9 07.1 .. EXISTING N6 AWG STRANDED Cu NEW ARIA, ASU, AND AMOB GROUNDING KIT: 1. PROVIDE NO -0X GREASE AT CONTACT WIRES TO EXISTING EQUIPMENT 88 AWG STRANDED Cu WIRE WITH GREEN, SURFACE BETWEEN LUG AND GROUND BAR311 BOON, THWN INSULATION OR BUCK 2.CONTRACTOR WILL VERIFY BUSS BAR "'-" _ —� "" I GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC 1 CONNECTION. TYPE TA TYPE VN �` 14 TYPE NC TYPE SS DMZ, O DO 0 00000000000000000000 O O ©©© (�� ( O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O QO EXISTING MAIN GROUND BAR III TYPE W ♦ C•� TYPE VS 40411 III TYPE VB _ \ ' `': TYPE PT TYP GR IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS OOGlINENT. T • ■Mobile■ 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 b GRO ND B BAR U, BOLTED 1TO 8 1/4 -STAINLESS STEEL HEX UNIT L GROUND USING 3/8 -18 x 1 BOLTS AND HARDWARE. �J — EXOTHERMIC WELD �—EXISTING (2) N2 AWG SOLID TINNED BARE Cu WIRE TO EXISTING GROUND RING NTE: ERICO EXOTHERMIC 'MOLD TYPES' SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. Technology' Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 SCALE SCALE SCALE NOT USED N.T.S. 10MAIN GROUND BAR N.T.a. EXOTHERMIC WELDING N.T.S. 1 WEATHERPROOFING 3' 1Y TO 24' NOTES: WIRE SIZE BURNDY LUG BOLT SIZE 1. ALL HARDWARE LOCK STAINLESS HARDWARE BOLTS, NUTS, WASHERS SHALL BE STEEL. ALL ARE TO BE AS KIT (SEE NOTE 3) ANTENNA CABLE MIN. CABLE CONNECTOR -- - - Technology Associates ARCHITECTURE & ENGINEERING 2851 GAMING DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 N8 AWG GREEN INSULATED YA IC-2TC38 3/8' -18 NCS 2 BOLT FOLLOWS: WASHER, BOLT, FLAT GROUND BAR, 82 AWG SOLID TINNED YA3C-2TC38 3/8' -18 NCS 2 BOLT GROUND LOCK LUG, FLAT WASHER. WASHER AND NUT. ME% /.—. f 12 AWG STRANDED YA2c-2rc38 3/8' -1e NC s z BOLT 2. COPPER SHIELD, ANTIOX, CR N2/0 AWG STRANDED YA28-27C38 3/8' - 18 NC S 2 BOLT NO -OX BE PLACE DISSIMILAR OR EQUIVALENT SHALL WHERE ALL METALS CONNECT. CABLE GROUND KIT N8 AWG STRANDED Cu WIRE WITH GREEN, 800V,THWN INSULATION OR BLACK (GROUNDED TO GROUND BAR) ANTENNA AND/OR GPS CABLE ti N4/0 AWG STRANDED YA28-2N 1/2" -18 NCS 2 BOLT 3. ALL LUGS ARE TO BE INSTALLED MANUFACTURER'S PER 1 OVA]/201e ADDED EQUIPMENT MOM HEAT SHRINK (CLEAR HEAT SHRINK INDOOR & BLACK HEAT SHRINK OUTDOOR) BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) SPECIFICATIONS. 4. ALL LUGS INSPECTION MUST HAVE WINDOWS. BURNDY GROUND LUG 0 0562/2018 1705AAPAIAX2100% CD MOM A owsrmle L700-041,0-02W%CD EL CONNECTION A 02/21/2018 S38//CD FOR ]e%CD RENEW MGN NOTES: REV DATE DESCRIPTION BY NUT (TYP) LOCK WASHER (TYP.1. FLAT WASHER ,- (TVP.) �E r % (SEE TABLE FOR SIZE AND MODEL) BARE WIRE TO BE BARE AT BOTH ENDS SEO4001 RK /� C„ PARK EST 1P Tu1%gliA1 WA 98188 ...7,..: Roo1r3P A I DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT TYPE SHALL BE APPROVED BY TMO PRIOR TO INSTALLATION 3. WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. - - GROUNDING " " CONDUCTOR GROUND BAR FLAT WASHER BOLT (TYP.) (TYP.) NOT USED N.T.S. scALE11 NOT USED NS 8 CABLE GROUNDING NS 5 MECHANICAL LUG NS _.2 .�-.....-, • RECEIVED, CITY OF TUKWILA OCT 16208 PERMIT CENTER NOTES: 1. PROVIDE NO -OX GREASE ATCONTACT SURFACE BETWEEN LUG AND GROUND BAR 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERN CONNECTION. /ANTENNA AND AHLOA GROUNDING KIT: N8 AWG STRANDED Cu WIRE WITH GREEN, BO.ThWN INSULATION OR BLACK TWO LUG, BOLED GGy,..7 C (I /?�q y� 1 8 (. U i ti C of Tukwila NG DIVISION ._ ._.._. — — — -HOLE TO GROUND `BATUSI 383^-1AINL33 STEEL HEX UNIT BOOS AND HARDWARE. G Cil ^^� JURISD JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAID USE DEPARTMENT FOR B/UDIIG a CONSTRUCTION 0 O 0 �0 O 0000 0 0 O 0 0 O 0 0 0 0 0 0000 0 0 0 0 0000 0 � (7 0 O - EXISTING 4'#12'21/4' THK, TINNED GROUND BAR ON WALL. FLOOR OR ON ANTENNATOWER SHEET TITLE GROUNDING DETAILS EXOTHERMIC WELD EXTNG SOL BARISEICu WIREN2AWG TO EXISTINGIDTINNED TOWER GROUND BAR OR MAIN GROUND BAR SHEET NUMBER G-2 NOT SCALEN SCALE SCALE USED . 12 NOT USED . 9 NOT USED N o SECTOR GROUND BAR 3 ANTENNA SCHEDULE -FINAL CONFIGURATION SECTOR (COLOR) POSITION EXISTING/ NEW MANUFACTURER ANTENNA MODEL PORT ANTENNA AZIMUTH RAD CENTER DIMENSIONS (LxWxD) WEIGHT (LBS) TRANSMISSION CABLE QTY. LENGTH SIZE TYPE ALPHA (RED) O7 NEW COMMSCOPE FFHH455CR3 OCTA 0' 49.0' 95.9' x 25.2' x 9.3' 127.6 (3) 16' TBD FIBER JUMPER REV DATE DESCRIPTION BY SE04001A PARK EAST 1�3ND0 AAER PAM EAST -:201 {A .yC �p 188 ;C 1 8 2v13 y of Tukwila UNG DIVICION (1) 125' 1.5'O MID OAP HCS BETA (GREEN) O NEW COMMSCOPE FFHH-65C-R3 OCTA 120• 49.0' 95.9' x 25.2' x 9.3' 127.6 (3) 15' TBD FIBER JUMPER (1) 76' 1.50 MID CAP HCS GAMMA (BLUE) C1 NEW COMMSCOPE FF.05CR1 QUAD 240' 49.0' 95.9' x 25.2' x 9.3' 117.9 (1) 15 T80 FIBER JUMPER 0 EXISTING ANDREW HBXX3319DS.A2M QUAD 210' 50.0' 57.0' x 22.2' x 4.9' 38.1 (2) 15' T80 FIBER JUMPER (1) 100' 1.5'0 MID CAP HCS DELTA (YELLOW) O EXISTING ANDREW H8XX3319DS-A2M QUAD 270' 50.0' 57.0' x 22.2' x 4.9' 38.1 (2) 15' TBD FIBER JUMPER NOTE: CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE. AND RF DESIGN. ON REDS VERSION: 6.1 DATED: 03/102018. 1. ANTENNA 2. CO IS BASED CONNECTORS (TYP.) ELECTRICAL TAP (1 LAYER) STEP 1 STEP 2 BUTYL TAPE (ALSO KNOWN AS MASTIC, TAFFY TAPE) STEP 3 0,4* , COAXIAL CABLE WEATHERPROOFING LANDLORD SIGNATURE ANTENNA AND COAX GENERAL NOTES: 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T -MOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS. 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES, USE THE ATO, BTO, & GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1' WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: •M1- AT ANTENNA CONNECTION • I2 - AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12' SLACK 612' FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), & DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS. CABLE. & CABLE DIAMETER WITH PROJECT MANAGER. 6. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 7. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 8. TAGGING: • ALL COAXIAL CABLES TO 8E MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. • COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING.) 0 COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0' ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 10. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION (STEP 0). 11. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEAT SHRINK SHALL BE 'CANUSA' WITH ADHESIVE. ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS IN 3/4' TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT WITH 3M SCOTCHKOTE SPRAY SEALER 4' STEP 4 Co Ci BUIU RECEIVED CITY OF TUKWILA OCT 1.6 2v 13 PERMIT CENTER RF DETAILS SCALE N.T.3. 1 Fr- • ,0 lv �. xgRpM sOFWAs:.1'b �w SCI 1 0 I-1 /P s4777 10 F;I ;; 2 440 -SIONAL S 19.07.1;' . • IT ISA VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNOER THE DIRECTION OFA INCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCULENT. T ••Mobi1cr• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology4Assoclates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyiltAssoclates ARCHITECTURE 8 ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 0907/2016 ADDED EQUIPMENT MOLT 0 0602/2016 L700-OAP44X2100%CD MGM A 040/2016 L700C3AP4-0(2 00% CD EL A 02/21/2018 ISSUED FOR 75%CD REVIEW MGM REV DATE DESCRIPTION BY SE04001A PARK EAST 1�3ND0 AAER PAM EAST -:201 {A .yC �p 188 ;C 1 8 2v13 y of Tukwila UNG DIVICION JURISDICTION APPROVAL STAMP DEP/AGENT FOR LAND USE DEPARTMENT FOR BUILDING 6 CONSTRUCTION SHEET TITLE RF DETAILS SHEET NUMBER RF -1 NOTE: 1. CD IS BASED ON RFDS VERSION: 6.1 DATED: 03/10/2018 Section 3 - Proposed Template Images L6_1 Octo_Split.JPG 84444 M+Ybm. rw8.•MAW/ws.A ,111 -34483 ti WAs �- ig [if IRIM NMI (IRP G►w 0140 kW. 4v8V48 .41 rr u MN a .18448 Notes: • LANDLORD SIGNATURE RECEIVED CITY OF TUt WILA OCT 16 2018 PERMIT CENTER RF DIAGRAM SCALE N.T.S. 1 ,p r.HAR7,4f '' WASA. ycR�•-•\ • • %' %111 z 54777 O PO FCISTE0 4U14' SSIONAL EAG 19.07.1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 19807 • •Mobile• NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology ...Associates ARCHITECTURE 8 ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 0807/2018 ADDED EQUIPMENT 1801A 0 0902/2018 4700414P44521008 CO MGM A 040312018 4700CMP41X290%CD EL A 02/21/2018 WAVED FOR 75%CD REVIEW MGM REV DATE DESCRIPTION BY SE04001A PARK EAST 130AND0VER PARK EAST --TUKWILA,.WA 98188- a:: ;sI -RROOF P,,-, Aiit-i ;,AVL ) DEC 18 2:',13 City of Tukwila ILDING DIVISION DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION SHEET TITLE RF DIAGRAM SHEET NU/ABER RF2 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A ECN NO./ PAGE 1 OF 20 FILE Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 CARRIER T -MOBILE SITE ID SE04001A SITE NAME PARKEAST ADDRESS 130 ANDOVER PARK EAST TUKWILA, WA 98188 ENGINEER FLORIN ARSENE, SE REGISTRATION WA 39177 10-21-2018 :--,.7.v:L J rUti CODE C ,7.• I-IANCE APPROVED EXPIRATION DATE DATE 06-22-2018 DEC 18 2018 City of Tukwila BUILDING DIVISION Digitally signed by Florin Arsene SE DN: cn=Florin Arsene SE, o=APE Inc., ou, email=florin.arsene@a peinc.com, c=US Date: 2018.06.22 09:40:36 -07'00' ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER o32c ECN NO./ PAGE 2 OF 20 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER 0 A.COCOSILA 06/22/2018 F. ARSENE DATE j REV ORIGINATOR DATE REVIEWER DATE 06/22/2018 1 PROJECT SCOPE The scope of this structural design report is as follows: • REMOVE (3) EXISTING FSMF FROM CABINET • REMOVE (3) EXISTING FBBC FROM CABINET • REMOVE (2) EXISTING (SBNHH-1D65B-SR) ANTENNA (1 PER SECTOR A&B) • REMOVE (1) EXISTING (LNX-6515DS-A1 M) ANTENNA (1 PER SECTOR C) • REMOVE (3) EXISTING FRLB NEAR ANTENNA (1 PER SECTOR A, B&C) • INSTALL (2) NEW (FFHH-65C-R3) ANTENNAS (1 PER SECTOR A, B) • INSTALL (1) NEW (FF -65C -R1) ANTENNA (SECTOR C) • INSTALL (3) NEW AHLOA NEAR ANTENNA (1 PER SECTOR A, B&C) • INSTALL (3) NEW ABIA IN CABINET • INSTALL (1) NEW AMOB IN CABINET • INSTALL (1) NEW ASIA IN CABINET ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet Site Location TUKWILA ECN NO./ PAGE 3 OF 20 of REV ORIGINATOR DATE REVIEWER 0 A.COCOSILA 06/22/2018 F. ARSENE DATE 9 06/22/2018 REV ORIGINATOR DATE REVIEWER DATE 2 SITE CONFIGURATION The new proposed equipment will be mounted on the rooftop of an existing building. e.1.,.6....M.. W.1 /MUM 41 R.MRTq..6..SOUL, I? flIWTOR 1.11 raM0Mrt 4.1M.MM E126512.111 .2rxrs wMlu ®ry�T MA.9 IM1. t/. rbr.[ ■Cclr.1.1..u.u1 rw...Y61t...C111. ri01M1 OWNS .1M. COM 1 n..1.Mty E.I C11•M1.I T01. .MIIN. tl.rY OLP 11 A1KT1l. NCT11L. 10110 a0M11011•MICM I roar. 111,101111.1.011• 11111. 210.4 1,40 1.11 II POI.Wa MCTTu...C,ITm.y 1..rbw flitv.,10 IMP 1111911 1111/1111 HIUYE fR'6YW NIfI 0101I3W ..C1C..pGt1M,r 11nM1 {M 1C . IIlI..=.tCTCi0. Mlrtct111 WT.e1 p.rrn.t t.n WONT. .terM1 r IIII1II.IIIIIII1111OI.III 11111111 - -'-i--- - 1- 11 .�1r�b.s.rM I 1111111111111B 111111”1 1111'1111:111111 111111 111 11m 1111[III III 1 1 1 1 1 =SIM TAMMY .rM.n1o.... r02r1 ry 1.1112n6.C.12.21,0IMI r0.4E I..Ir...1111..MM1. ry w11.0Cm.C11mu2 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA ECN NO./ PAGE 4 OF 20 Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 3 DESIGN LOADING CONDITIONS 3.1 Seismic The seismic condition assumptions are shown in Table 1. Site Class D was assumed in absence of a soil report. Table 1 — Seismic Data according to 2015 International Building Code. Site Class D Ss 1.249 Si 0.478 SDS 0.833 SD1 0.485 3.2 Wind Basic Wind Speed =110 mph Exposure Type = B ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ PAGE 5 OF 20 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC S TE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 4 ANTENNA MOUNT EVALUATION 4.1 Proposed Equipment Data 4.1.1 Proposed COMMSCOPE FFHH-65C-R3 antenna COMMSCOPE: FFHH-65C-R3 RADOME MATERIAL: ALUMINUM, LOW LOSS CIRCUIT BOARD RADOME COLOR: LIGHT GRAY DIMENSIONS, HxWWD: NET WEIGHT: RF CONNECTOR 95.Wx25.2-x9.3" (2437.0 x 640.0 x 235:0 rnm) 127.6 Ib (57.9 kg) (4) 4.3 -10 FEMALE ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) • ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A ECN NO./ PAGE 6 OF 20 Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 4.1.2 Proposed RRU-ALOHA NOKIA: (AIRSCALE DUAL RRH 4T4R B12/71 240W AHLOA RF MODULE TYPE: RRH, 1 UNIT PER SECTOR DIMENSIONS, HxWxD: (WITHOUT BRACKETS) WEIGHT: {MOUNTED WEIGHT) 22.05'x12.13°x7.44' 83.78 IDs 7.44' PLAN VIEW SIDE VIEW FRONT VIEW 4.1.3 Proposed ABIA Baseband NOKIA: AIRSCALE CAPACITY UNIT (ARIA) D6AENSIOH6: 1421ob7(1.1' WEIGHT: 4.41 lbs. PRODUCT CODE: 473096A FUNCTIONS: INDOGR CAPACITY EXTENSION PLUG IN ow. HAS 6 OPTICAL RF INTERFACES UP TO 6 Gtsx. OBSAII OR 9.8 Gbps CPRI. IO.COMPRESSION 15 SUPPORTED WITH 3 CPR11UNKS PERSPECTIVE VIEW: PERSPECTIVE VIEW ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) • ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET ECN NO./ PAGE 7 OF 20 Project 18-TAEC-019 s Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 4.1.4 Proposed ASIA Baseband NOKIA: AIRSCALE COMMON UNIT (ASIA) DIMENSIONS: WEIGHT: PROOUCT CODE: FUNCTIONS urxae'xt.r e.61 HE 473095A INDOOR ODMMON PWG IN UNIT. INCUDES TRANSPORT AND CENTRALIZED CONTROL FUNCTIONS FOR SUPPORTED RADIO ACCESS TECHNOLOGIES. 4.1.5 Proposed AMOB Baseband NOKIA: AIRSCALE SUBRACK OUTDOOR (AMOB) DIMENSIONS: WEIGHT_ INGRESS PROTECTION: OPERATING TEMPERATURE: NSTALLATKIN TEMPERATURE MRCP/ DIRECTION. CLEARANCES FOR COOING: COLD START: NOMINAL SUPPLY VOLTAGE INPUT VOLTAGE RANGE VOLUME: MASS CAPACITY: POWER CONSUMPTION: CONDUIT CABLE ENTRY: FEATURE DESCRIPTION: PERSPECTIVE VIEW 1SINCX10.1rx23412' 50.71 As. (AMOK ENCLOSURE) P55 .40'C UP TO.55'C (WITHOUT SOLAR RADIATION{ 20 . •55'C BACK TO FRONT AIRFLOW DIRECTION SUPPORTED FOR HORIZONTAL (FCOA. IT RACK, PLEAT STACK) FRONT TO BACK ARFLOW DIRECTION SUPPORTED FOR VERTICAL WALL AND POLE MOUNTING CASE) 40 mn TAIWAN ON THE SACK AND FRONT SIDE .211 FROM .40'C TO .5C. OPTIONAL 2ND HEATER CAN BE ADDED TO IAEET NAM RECU05EIIENT, COLD START FROM ..40•C TO SPC N 1 HOUR INSTEAD OF 2 HOURS. .40.5 _.-57VOC EXTENDED SERVICE VOLTAGE RANGE SUPPORTED .SBVDC 104.5L SUPPORT MAX IIKG INSIDE TYPICAL MAX .285W (ALL FANS AT HIGHEST SPEED& COLD START 600055 (HEATER ON SSW • FANS AT LOW SPEED) 2X1.6' • 3X1' ON EACH LEFT AND RIGHT SIDE OUTDOOR SUBRACK FOR MSCALE SYSTEM MODULE BNOOOR PLUGN UNITS. HIGH PERFORMANCE HEAT EXCHANGER'HEX? COMPATIBLE WITH FLEX& STS MECHANICS STACKIPLNTHANALUPOLEIHACK INSTALLATION COMPATIBLE WITH THE 3RD PAR I7 RACKS AND CABINETS F IT FOLLOWS CLEARANCES AND AIRFLOW REOUREMENTS. POSSIBLE TO INSTAL&. AMOS INSIDE FCOA CABINET. SERVICE DOORS ON FRONT AND REAR SCES. 444 POU and Nea)e I -1U) ASIA.ACIAs3IJ I PERSPECTIVE VIEW au ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ PAGE 8 OF 20 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC S TE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 4.1.6 Proposed COMMSCOPE FF -65C -R1 COMMSCOPE: FF -65C -R1 RADON% MATERIAL: RADOME COLOR: ALUMINUM. LOW LOSS CIRCUIT' BOARD U ITGRAY DRIENSIONS, HlzWx1 : 96.9^ x 262' x 9.3' (24371) x MOO x 235,0 mm) NET WEIGHT_ ii/96 (53.61e} RF CONNECTOR (t) 4:3.90 FEMALE 933 in --16 6 262 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet IPAGE 9 OF 20 of REV ORIGINATOR DATE REVIEWER REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 4.2 Antennas and RRU Seismic Loadings The seismic coefficients are in accordance with ASCE 7-10 code (Table 13.6-1 Seismic Coefficients for Mechanical and Electrical Components). Seismic coefficients ap 1.0 [-] Rp 1.5 [-] Ip 1.0 [-] The seismic force design for each component is determined in accordance with ASCE 7 -10 code (Eq. 13.3-1). 0.4tP nswp F _ (1+2 h) P l Knowing that these components will be located on the rooftop, we assume z = h. Element Wp Z h Fp,min Fp, max Fp [lbs] [feet] [feet] [lbs] [lbs] [lbs] Commscope FFHH-65C-R3 (N) 127.6 49 49 31.9 170.1 85.0 COMMSCOPE FF -65C -R1 (N) 117.9 49 49 29.5 157.1 78.6 HBXX-3319DS-A2M (E) 38.1 49 49 9.5 50.8 25.4 RRU AHLOA (N) 84 49 49 21.0 112.0 56.0 FRIJ (E) 46.3 49 49 11.6 61.7 30.9 COVP (E) 20 49 49 5.0 26.7 13.3 FHFB (E) 48.5 49 49 12.1 64.6 32.3 4.3 Antennas and RRU Wind Loadings 4.4 Velocity Pressure The wind loads are determined using the definition of the TIA - 222 - G Standard from the chapter 2.6. We consider the wind directionality factor Kd equal to 0.85 (see Table 26.6-1). ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA ECN NO./ PAGE 10 OF 20 Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 The velocity pressure exposure coefficient KZ is determined for the exposure type B: a=7.0 z9=1200 ft 2 2 z a 49 = 2.01 C= 2.01(1200) = 0.806 There are no topography features: Kzt = 1 The importance factor: 1 = 1 The velocity pressure, qZ, is evaluated at the height of the antenna panel mount support, using the equation of the chapter 2.6.9.6 of the same code, for 110 mph basic wind speed: lb qz = 0.00256KZKZtKdV21 = 21.22 ft2 4.5 Proposed Elements To evaluate the lateral force on the proposed equipment, we consider a gust effect factor, GH = 1.5 The wind force is determined using the equation of the chapter 2.6.9.2: FA = gZGH(EPA)A Element qh GH B H Ca EPA FA [lbs/ft2] [-1 [ft] [ft) (-) [ft2) [lbs] Commoscope FFHH-65C-R3 21.22 1.5 2.10 7.99 1.40 16.8 534.2 Commscope FF -65C -R3 21.22 1.5 2.10 7.99 1.40 16.8 534.1 HBXX-3319DS-A2M (E) 21.22 1.5 1.85 4.75 1.40 8.8 279.7 RRU AHLOA (N) 21.22 1.5 1.01 1.84 1.20 1.9 59.2 FRU (E) 21.22 1.5 1.44 1.98 1.20 2.9 90.7 COVP (E) 21.22 1.5 1.57 1.69 1.20 2.7 84.5 FHFB (E) 21.22 1.5 1.05 1.92 1.20 2.0 64.2 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) Project ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET 18-TAEC-019 Site Location TUKWILA ECN NO./ PAGE 11 OF 20 Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 5 ANTENNA AND RRU'S MOUNT ASSESSMENT 5.1 Alpha Sector 5.1.1 Element Check We assume that the new Antenna and RRU will be mounted on existing 2" diameter standard vertical pipes. The vertical pipes are supported by (1) 3" standard horizontal beam. The beam is fixed on the left site by (1) pipe post and to the right site by (2) diagonals. The most onerous load combination for the mount is the wind load combination: 1.2D + 1.0W. We have modeled the proposed configuration in RISA 3D software: -267K - 041k -267k •.041k N13 4446 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA ECN NO./ PAGE 12 OF 20 Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE 1 REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 In this configuration, the 2" diameter vertical pipes are loaded up to 30% of their capacity, and the 3" standard horizontal beam is loaded up to 4% of its capacity. The existing mount is adequate for the existing and proposed antennas and RRUs. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC S TE SE04001A ECN NO./ PAGE 13 OF 20 Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 5.2 Beta Sector 5.2.1 Element Check We assume that the Antenna Panel and RRU will be mounted on 2" standard vertical pipes. The pipes are supported by P1000 UNISTRUT H -frame. The most onerous load combination for the mount is the wind Toad combination: 1.2D + 1.0W. We have modeled the proposed configuration in RISA 3D software: ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ PAGE 14 OF 20 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE 0 1 REV ORIGINATOR 1 DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 In this configuration the 2" standard vertical pipes are loaded up to 30% of their capacity, and the P1000 UNISTRUT rails are loaded up to 34% of their capacity. The existing mount is adequate for the existing and proposed antennas and RRUs. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ECN NO./ PAGE 15 OF 20 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 I REV ORIGINATOR DATE REVIEWER DATE 5.3 Delta Sector 5.3.1 Element Check We assume that the Antenna Panels ant RRU will be mounted on 2" standard vertical pipes. The vertical pipes are attached on (1) 3" standard horizontal rail. The rail is supported by (1) 2" standard vertical pipe which is fixed top and bottom to the existing screen structure. The most onerous load combination for the mount is the wind load combination: 1.2D + 1.0W. We have modeled the proposed configuration in RISA 3D software: N6 N10 N9 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ECN NO./ PAGE 16 OF 20 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 8 N1 N2 143 N4 N16 15 N20 419 N6 is 188 1417 10 N13 1,49 In this configuration the 2" standard vertical pipes are loaded up to 40% of their capacity, and the 3" standard horizontal rail is loaded up to 11% of its capacity. The existing mount is adequate for the existing and proposed antennas and RRUs. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A ECN NO./ PAGE 17 OF 20 Sheet of REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 ORIGINATOR DATE REVIEWER DATE a 5.4 Gamma Sector 5.4.1 Element Check We assume that the Antenna Panels ant RRU will be mounted on 2" standard vertical pipes. The vertical pipes are attached on (1) 3" standard horizontal rail. The rail is supported by (1) 2" standard vertical pipe which is fixed top and bottom to the existing screen structure. The most onerous Toad combination for the mount is the wind load combination: 1.2D + 1.0W. We have modeled the proposed configuration in RISA 3D software: •267k • 267k -077k ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A ECN NO./ PAGE 18 OF 20 Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 In this configuration the 2" standard vertical pipes are loaded up to 40% of their capacity, and the 3" standard horizontal rail is loaded up to 27% of its capacity. The existing mount is adequate for the existing and proposed antennas and RRUs. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ PAGE 19 OF 20 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 6 PROPOSED EQUIPMENT INSIDE EXISTING RACK The proposed (3) ABIA, (1) ASIA and (1) AMOB will be installed in existing rack. The additional equipment is very light, and the cabinet is usually designed to the maximum load capacity. Existing Cabinet OK by inspection. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-019 Site Location TUKWILA ECN NO./ PAGE 20 OF 20 Subject STRUCTURAL ANALYSIS OF TAEC SITE SE04001A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/22/2018 F. ARSENE 06/22/2018 7 CONCLUSIONS The existing Antenna and RRU's mounts are adequate to support the existing and proposed equipment in accordance to 2015 International Building Code. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 11, 2019 Max Kvem 650 South Orcas Street Room 103 Seattle, WA 98108 RE: Request for Extension #1 Permit Number D18-0329 Dear Mr. Kvern, This letter is in response to your written request for an extension to Permit D18-0329. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 16, 2019. If you should have any questions, please contact our office at (206) 431-3670. Jazzel Salazar Permit Technician File: Permit No. D18-0329 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov My mailing address is as follows: Technology Associates EC Inc Attn: Max Kvern 650 South Orcas Street Room 103 Seattle, WA 98108 Please let me know if you have any questions, or if any additional information will be required. Thank you again! Max Kvern Technology Associates EC INC. Real Estate Specialist I max.kvern@taec.net 1206-434-7019 650 South Orcas Street i R-103 I Seattle ( WA 98108 Please consider the environment before printing this e-mail. The information contained in this e-mail message is intended for the use of the individual or entity to which it is addressed and may contain information that is proprietary, privileged, confidential, and exempt from disclosure under applicable laws. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivery to the intended recipient, you are hereby notified that any use, printing, reproduction, disclosure or dissemination of this communication may be subject to legal action or sanction. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 1 I Request for Extension # 1 Current E piration Date: 1-1-1(0-1 1 Extension .:request: E'Approv -xl for / v days Denier'• (provide explanation) Signature/Initials 2 RECEIVED CITY OF TUKWILA MAR 1 3 2019 PERMIT CENTER Bill Rambo From: Max Kvern <max.kvern@taec.net> Sent: Tuesday, March 12, 2019 4:18 PM To: Bill Rambo Subject: RE: Permit Application Extension Request - Application #'D18 -0327,'D18-0328, D18-0329 Hello Bill, Our client for these projects is in the process of selecting a general contractor to perform the work. The selection process may take additional time, and we would like to request an extension on these permits to accommodate for this. Thank you, Max Kvern Technology Associates EC INC. Real Estate Specialist 1 max.kvern@taec.net 206-434-7019 650 South Orcas Street tfR-103 j Seattle I WA 98108 c,T, Please consider the environment before printing this e -moil. The information contained in this e-mail message is intended for the use of the individual or entity to which it is addressed and may contain information that is proprietary, privileged, confidential, and exempt from disclosure under applicable laws. If the reader of this message.is not the intended recipient, or the employee or agent responsible for delivery to the intended recipient, you are hereby notified that any use, printing, reproduction, disclosure or dissemination of this communication may be subject to legal action or sanction. From: Bill Rambo[mailto:Bill.Rambo@TukwilaWA.gov] Sent: Tuesday, March 12, 2019 3:57 PM To: Max Kvern <max.kvern@taec.net> Subject: RE: Permit Application Extension Request - Application # D18-0327, D18-0328, D18-0329 Max, The Building Official requests that you please include a brief explanation as to why you need an extension to your applications. After I receive your updated request I will forward it to him for consideration. Thank you. Bill From: Max Kvern <max.kvern@taec.net> Sent: Tuesday, March 12, 2019 3:17 PM To: Bill Rambo <Bill.Rambo@TukwilaWA.gov> Subject: Permit Application Extension Request Application 44 018-0327, 018-0328, D18-0329 Good Afternoon Bill, Thank you for your voicemail confirming the extension process! The permit applications (and the associated permit numbers) we would like to extend can be found below: Permit applications: D18-0327, D18-0328, and D18-0329. Associated permits: L18-0103; PL18-0088, L18-0104; PL18-0087, L18-0105; PL18-0086 1 c� a PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0329 DATE: 10/16/18 PROJECT NAME: T -MOBILE SITE ADDRESS: 130 ANDOVER PARK EAST Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: P'NV L Building Division ISM NIS 011\ 11% Public Works nj • AtA Awc tosp+40 Fire Prevention Structural n 1 k 01/;}Ct( Planning Division Permit Coordinator M PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 11/15/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire D Ping 0 PW 0 Staff Initials: 12/18/2013 TAYLOR MADE WS/WATERPRIt' L,LC Home Espanol Contact. Safety & Health Claims & Insurance Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -Z Index help My 1.8.4 Workplace Rights Trades & Licensing TAYLOR MADE WS/WATERPRNG LLC Owner or tradesperson Principals TAYLOR, BOBBY JON, PARTNER/MEMBER TAYLOR, KIM MARIE, PARTNER/MEMBER Doing business as TAYLOR MADE WS/WATERPRNG LLC WA UBI No. 603 211 587 23322 11TH AVE W BOTHELL, WA 98021-9718 206-200-9732 SNOHOMISH County Business type Limited Liability Company Governing persons BOBBY JON TAYLOR KIM TAYLOR; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. TAYLOMW880LH Effective — expiration 06/08/2012— 06/08/2020 Bond Wesco Insurance Co Bond account no. 46wb026739 Active Meets current requirements. $12,000.00 Received by L&I Effective date 07/26/2017 06/28/2017 Expiration date Until Canceled Bond history Insurance Kinsale Insurance Company $1,000,000.00 Policy no. KIN 1234 Received by L&I Effective date 05/30/2019 06/05/2019 Expiration date 06/05/2020 Insurance history Savings No savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603211587&LIC=TAYLOMW880LH&SAW= 10/29/2019