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HomeMy WebLinkAboutPermit D18-0327 - T-MOBILE - ANTENNAS, CABINENT AND COMPONENTST -MOBILE 15215 52ND AVE S D18-0327 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 1157200017 Permit Number: 15215 52ND AVE S COMPLEX Project Name: T -MOBILE Issue Date: Permit Expires On: D18-0327 8/5/2019 2/1/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ANTEZANA INVESTMENTS LLC 923 POWELL AVE SW #101 C/0 JSH PROPERTIES INC, RENTON, WA, 98057 MAX KVERN Phone: (206) 434-7019 650 SOUTH ORCAS STREET #R-103 , SEATTLE, WA, 98108 BETACOM INCORPORATED Phone: 9331 E FOWLER AVE , THONOTOSASSA, FL, 33592 BETACI*828MR Expiration Date: 7/19/2020 T -MOBILE 19807 NORTH CREEK PARKWAY, BOTHELL, WA, 98011 DESCRIPTION OF WORK: T -MOBILE PROPOSES TO REPLACE (3) ANTENNAS, REMOVE (2) ULTRASITE CABINETS, INSTALL (2) NEW FCOA CABINETS, AND INSTALL NEW CABINET AND ANTENNA COMPONENTS. PLEASE SEE THE FULL SCOPE OF WORK ON THE BUILDING PLANS CONTAINED WITHIN THE SUBMITTAL PACKAGE. Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $1,031.78 Occupancy per IBC: Water District: 125 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: 0 0 Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: U'S 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 agree to the conditions attached to this permit. Signature: Print Name: C;757 et - Date: a 1O1 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 0 11: Ensure the installation of a readily visible, accessible, emergency power off switch to 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. 1)1 6- 09_7 Project No. �+ Date Application Accepted: Date Application Expires: 1 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 1157200017 Site Address: 15215 52nd Ave. S., Tukwila, WA 98188 Suite Number: N/A Floor: Rooftop Tenant Name: T -Mobile - (Site ID: SE03999A Parkridge-15215 PROPERTY OWNER Name: Max Kvem Name: JSH Properties INC City: Seattle State: WA zip: 98108 Address: 923 Powell Ave SW Ste 101 Email: max.kvem@taec.net City: Renton State: WA zip: 98057 CONTACT PERSON — person receiving all project communication Name: Max Kvem Address: 650 South Orcas Street #R-103 City: Seattle State: WA zip: 98108 Phone: (206) 434-7019 Fax: Email: max.kvem@taec.net GENERAL CONTRACTOR INFORMATION Company Name: TDB Upon Issuance Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Upplicaiiuns\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: 0 Yes 0 .. No ARCHITECT OF RECORD Company Name: Technology Associates EC, Inc. Architect Name: Joel R. Hartman, PE Address: 7896 South Highland Drive, STE. 200 City: Cottonwood Height State: UT zip: 84121 Phone: (602) 616-9283 Fax: Email: joel.hartman@taec.net ENGINEER OF RECORD Company Name: Technology Associates EC, Inc. Engineer Name: Arsene Professional Engineers Inc. Address: 25442 Burntwood 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: N/A 1> pA.O 2; \ e Address: ) (woj '1 i"1oi-.1.1 C4 co,: iav v ci 1 City: Ilia -kV, `, State: W Zip: q.i(0) Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Existing Building Valuation: $ 2,279,200 Describe the scope of work (please provide detailed information): T -Mobile proposes to replace (3) antennas, remove (2) ultrasite cabinets, install (2) new FCOA cabinets, and install new cabinet and antenna components. Please see the full scope of work on the building plans contained within the submittal package. 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinlders 0 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:Upplications\Forms-Applications On Line \2011 Applications\Permit 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 1'` 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinlders 0 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:Upplications\Forms-Applications On Line \2011 Applications\Permit 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 ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided 0 .. Renton 0 .. 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ❑ .. 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 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...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:\Applications\Forms-Applications On Line \2011 Applications\Pefmit 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: 0/ Date: 10/15/2018 Print Name: Max Kvem, on behalf of T -Mobile Day Telephone: (206) 434-7019 Mailing Address: 650 South Orcas Street #R-103 Seattle WA 98108 City State Zip HMpplications\Forms-Applications On Line \2011 Applications\Permit 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 $21.12 D18-0327 Address: 15215 52ND AVE S COMPLEX Apn: 1157200017 $21.12 Credit Card Fee $0.62 Credit Card Fee R000.369.908.00.00 0.00 $0.62 DEVELOPMENT $18.50 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $18.50 TECHNOLOGY FEE $2.00 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18266 R000.322.900.04.00 0.00 $2.00 $21.12 Date Paid: Monday, August 05, 2019 Paid By: DAVID COTNER Pay Method: CREDIT CARD 032518 Printed: Monday, August 05, 2019 3:26 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,010.66 D18-0327 Address: 15215 52ND AVE SCOMPLEX Apn: 1157200017 $1,010.66 DEVELOPMENT $983.07 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 $6.50 TECHNOLOGY FEE $27.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15635 R000.322.900.04.00 0.00 $27.59 $1,010.66 Date Paid: Tuesday, October 16, 2018 Paid By: T -MOBILE Pay Method: CHECK 3685365 Printed: Tuesday, October 16, 2018 1:58 PM 1 of 1 SYSTEMS 0 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/05/2019 03:25:52 PM CREDIT CARD SALE VISA CARD NUMBER: **********4146 K TRAN AMOUNT: $21.12 APPROVAL CD: 032518 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy INSPECTION RECORD Retain a copy with permit N8 -03a7 NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 Permit Inspection Request Line (206) 438-9350 Project:, teew4.4c Type of Inspection: BUIL.DING F/I'M-I- Address: /5215- 52�' S Date Called: Special Instructions:G .47/04‘t Date Wanted: a.m. e-ao-i? p.m. Requester: K<414/ MWDi Phone No: 53 -a ‘.5",-4.9630 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: C31.< — POLAKG F' _ Inspector: Date: ,2p--17 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i 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. 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 SITE ADDRESS: 15215 52ND AVE. S. TUKWILA, WA 98188 SITE PARCEL NUMBER: 1157200017 COUNTY: KING COUNTY LATITUDE AND LONGITUDE: N 47° 27' 59.0", W 122 16 10.4" (ALPHA SECTOR LOCATION) (BASED ON 1A SURVEY DATED: 06/02/2016) PROPERTY OWNER: C/O JSH PROPERTIES INC. 923 POWER AVE. SW., #101 RENTON, WA 98057 EXISTING/NEW USE: UNMANNED TELECOMMUNICATIONS FACILITY JURISDICTION: ZONING: CITY OF TUKWILA 0 N 47' 27' 58.0", W 122° 16' 10.9" (GAMMA SECTOR LOCATION) (BASED ON 1A SURVEY DATED: 06/02/2016) N 4r 27' 58.0". W 122.16' 1o.r (BETA SECTOR LOCATION) (BASED ON 1A SURVEY DATED: 06/02/2016) LEGAL DESCRIPTION: PER ASSESSOR FILE: BROOKVALE GARDEN TRS PARCEL 8 OF TUKWILA SP NO 79 -32 -SS REC NO 7912050555 SD PLAT DAF - POR TR 1 BROOKVALE GARDEN TRS LY WLY OF 52ND AVE S LESS N 30 FT OF VAC ST ADJ LESS W 20 FT THOF FOR CO RD LESS S 51.00 FT THOF HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, HANDICAP ACCESS REQUIREMENT(S) DO NOT APPLY SITE INFORMATION BASED ON RFDS VERSION 6.3, DATED: 05/31/2018: • REMOVE (3) EXISTING FSMF FROM CABINET • REMOVE (4) EXISTING FBBC FROM CABINET • REMOVE (3) EXISTING (SBNH-1065C) ANTENNAS (1 PER SECTOR) • REMOVE (14) EXISTING DIPLEXERS (8 NEAR ANTENNAS, 6 NEAR CABINETS) • REMOVE (2) EXISTING ULTRASITE MIDI CABINETS • REMOVE (3) EXISTING FRBG FROM ANTENNA AREA • RELOCATE (3) EXISTING FHFB TO ANTENNA MOUNT#1 • RELOCATE (3) EXISTING FRIG TO ANTENNA MOUNT#3 • NSTALL (2) NEW FCOA CABINETS • NSTALL (3) NEW (FFHH-65C-R3) ANTENNA (1 PER SECTOR) • NSTALL (3) NEW AHLOA IN ANTENNA AREA • NSTALL (2) NEW AMOB IN CABINET • NSTALL (1) NEW ASIA IN CABINET • NSTALL (3) NEW ABIA IN CABINET • NSTALL (1) NEW ASIK IN CABINET • NSTALL (1) NEW ARIL IN CABINET PROJECT DESCRIPTION RF ENGINEER: T -MOBILE USA INC. 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 CONTACT: ALDRIN DIMABAYAO MOBILE: (425)677.5414 EMAIL: Aldrin.Dimabeyeo2@T-Mobde.com SITE ACQUISITION: TECHNOLOGY ASSOCIATES EC, INC 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 CONTACT: SAM BUTLER MOBILE: (425)6884265 EMAIL: samuel.butler@teec.net ARCHITECTURE: TECHNOLOGY ASSOCIATES EC. INC 7896 SOUTH HIGHLAND DRIVE. STE. 200 COTTONWOOD HEIGHTS. UT 84121 CONTACT: JOEL R. HARTMAN, PE OFFICE: (602)616-9283 EMAIL: joel.hertmen@taec.nel ZONING & PERMITTING: TECHNOLOGY ASSOCIATES EC, INC 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 CONTACT: MAX KVERN MOBILE: (206) 434-7019 EMAIL: max.kvern@toec.net CONSTRUCTION MANAGER: TECHNOLOGY ASSOCIATES EC. INC 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA98108 CONTACT: JOHN SPALLUZZI OFFICE: (425) 749-6001 EMAIL: john.spalluzzi@laec. net ENGINEER: ARSENE PROFESSIONAL ENGINEERS INC. 25442 BURNTWOOD LAGUNA NIGUEL, CA 92677 CONTACT: FLORIN ARSENE, SE OFFICE: (949) 374-2405 EMAIL: florin.ersene@apeinc.com CONTACTINFORMATION Permit No. 0 Plan review approval is subject to errors and omissions Approva. of construction documents does lot auth;nze The violation of any adopted code or ordinance Receipt of approved Field Copy and condition cK o edged: By. Date: 1 G City of Tukwila BUILDING DIVISION e • • •Mobile SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. TUKWILA, WA 98188 • RECEIVED CITY OF TUKWILA OCT 16 2018 411) 19.0, 64)) Z�PERMITCENTER • O 0 JOMsan &a,sd ale SITE ,o s 6 SWIMS Int•nution4l Buddha 0 OSI 84p 518 GM4 Union© S'oIEM-'a ]IW • SAM. 4B5authemterm ® 'fir T. 5 181.8090 wy8menr4 I ©SM114. T AWI. OA New IM9YYwq NOT TO SCALE VICINITY MAP STARTING FROM 19807 NORTH CREEK PARKWAY NORTH, BOTHELL. WA 98011 : 1. GET ON 1-405 S FROM NORTH CREEK PKWY AND NE 195TH ST (0.8 MI) 2. MERGE ONTO 1-405 S (12.6 MI) 3. KEEP LEFT TO STAY ON 1405 S (11.2 MI) 4. KEEP LEFT AT THE FORK TO CONTINUE TOWARD SOUTHCENTER BLVD (269 FT) 5. TURN LEFT ONTO SOUTHCENTER BLVD (0.2 MI) —8. -7 -URN RIGHT ONTO -52N0 -AVE S (407 FT) - - - - - 7. DESTINATION WILLB€t N 1 S No chances snail be mdoe to the scope of worK witnout prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan bmittal and may include additional plan review DRIVING-DIRECTIONS- LOCAL MAP 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 & GROUND EQUIPMENT DETAILS A-7 T -MOBILE CONSTRUCTION MANAGER G-1 GROUNDING PLANS T -MOBILE OPS MANAGER GROUNDING DETAILS RF -1 T -MOBILE REGULATORY REVIEW aEPARATE PERMIT T -MOBILE PROJECT MANAGER RF DIAGRAM RE UIRED FOR: T -MOBILE PERMITTING 08/282018 NEW RFDS V. B.3 5/31/2018 APPROVALS 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 & GROUND EQUIPMENT DETAILS A-7 ANTENNA MOUNTING SPECIFICATIONS G-1 GROUNDING PLANS G-2 GROUNDING DETAILS RF -1 RF DETAILS aEPARATE PERMIT RF -2 RF DIAGRAM RE UIRED FOR: 1 08/282018 NEW RFDS V. B.3 5/31/2018 Mechanical 0 05072018 1700CMP4.4521005400 Electrical A 04122/2018 L700CMP4-4X2905450 MGM A 02/18/2018 ISSUED FOR75%CD REVIEW EL '"-' DATE DESCRIPTION izrPlumbing Gab Piping SE03999A PARKRIDGE - ,��!��r1r5215 —,i1m IJL_ - J' CIIy of TuKWila C 88 EC�11 8 2318 BUILDING DIVISION Pt-,,) .y of Tukwila )ING DIVISION SHEET INDEX DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS, CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITI6J OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME OE C BJIL Know what's below. CALL before you dig. DIG ALERT CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG Ev �oF ,. HARTM 'b WAS 1A. c•-•‘ , , A 54777 SSIONAL ANG 6.28.18 IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. T • Mobile°• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 TechnologyAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology Associates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 08/282018 NEW RFDS V. B.3 5/31/2018 MGM 0 05072018 1700CMP4.4521005400 MGM A 04122/2018 L700CMP4-4X2905450 MGM A 02/18/2018 ISSUED FOR75%CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - ,��!��r1r5215 —,i1m IJL_ - J' �+ S. v' /Y'�li( l lUk//�� ppAir�'A 98" 88 EC�11 8 2318 Pt-,,) .y of Tukwila )ING DIVISION JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING B CONSTRUCTION SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION R. HAR T,y� 1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2015 INTERNATIONAL BUILDING CODE SECTION 1103.2.9. THIS FACILITY IS0, NON -OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, 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, A. 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 SHALL 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 OIG ALERT @ 800-227-2800 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLD TO ACEDAMAGED HAREAS.E SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY 8. 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. ALL 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 AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT 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. 16. 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 PORTIONSOF THE CONSTRUCTIOND (2015 INTERNATIONAL BUILDING CODEE 90 90 8.1.1 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 AND/OR 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. 28. 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 WPCP). THE WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. 28. THIS PROJECT PROPOSES NO DEVELOPEMENT 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 -0F -WAV. STORM WATER QUALITY NOTES CONSTRUCTION BMPS: A 3 V WASifl 9'1' ` O ^ - V� / /V + ' I� 54777 O ��, R�C/-+) ov `v11 O,� CISTER l� A'B. ANCHOREBOLT FAB. FABRICATION(OR)HFL QWR. POWER (CABINET) ABV. ABOVE F.F. FINISH FLOOR QTY. QUANTITY ACCA 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 FON. 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) E¶ BLDG BUOCKNG FTG.FOOTWTG (CABINET) S ING . SQUARESS STEEL 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) B/U BACK-UP CABINET GRND. GROUND TMA TOWER MOUNTED AMPLIFIER CAB. CABINET HDR. HEADER T.N. TOE NAIL CANT. CANTILEVER(EO) 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 T.O.F. TOP OF FOUNDATION CLR. CLEAR IN.(') INCH(ES) T.O.P. TOP OF PLATE (PARAPET) COL. COLUMN INT. INTERIOR T.O.S. TOP OF STEEL CONC. CONCRETE L.B. POUND(S) GBOLTS T.O.W. TOP OF WALL CONN. CONNECTION(OR) . L.B. LAG FETYP. TYPICALD 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 DEP. DOUBLE MAX. MAXIMUM V.I.F. VERIFY INFIELD DEPT. DEPARTMENT M.B. MACHINE BOLT W WIDE(WIDTH) D.F. DOUGLAS FIR MECH. MECHANICAL WI W DIA. DIAMETER MFR. MANUFACTURER WD. H 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 re EA. EACH NO.(8) NUMBER PLATE EL. ELEVATION N.T.S. NOT TO SCALE ELEC. ELECTRICAL 0.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 )T SSI0NAL c p 16.28.1 $ IT 0 A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF ALICENSED 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 & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 ABBREVIATIONS 1 - - Q NEW ANTENNA OX GRID REFERENCE 411 AA EXISTING ANTENNA ® DETAIL REFERENCE ® GROUND ROD ® ELEVATION REFERENCE Tr GROUND BUS BAR 49 1 SECTION REFERENCE 1 08/28/2018 NEW RFDS V.8.35/31/2018 MGM 0 05,07/2018 L780CMP4-40210096C0 MGM A 04,02/2018 L700CMP4-4X200%CD MGM A 02/1812010 ISSUED FOR 75%CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PAR KR I D G E - 15215 ASA •• •-. • 1•'1.-•- . GROUT OR PLASTER • MECHANICAL GRND. CONN. ' • FE I 1 (E) BRICK CADWELD ® (E) MASONRY GROUND ACCESS WELL 1 .•• I CONCRETE ID ELECTRIC BOX ..�.�1 5L 1I J ,5L 1Y -715215-5111Y L EN/ . ri t"fi P. ZEN/frit": i®.-Ev { . • It. 1 ��,y,,, ,APP v. S. tl Fitl pp L�P,y Q[L„p •M -18 -..IL. -N -Hr EARTH 1111-11-11-11� Q TELEPHONE BOX 0 0 0 0 0 o GRAVEL LIGHT POLE ® PLYWOOD 0 FND. MONUMENT THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. NOTES 1-8 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM 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.f 2. ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDER 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. PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES.PROPERTY/LEASE 8. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. DEC 18 2018 City of Tukwila SAND * SPOT ELEVATION WOOD CONT. • J WOOD BLOCKING SET POINT Q STEEL Q REVISION 7/0 CONDUCTORS A COAXIAL CABLE CENTERLINE F FIBER POWER FIBER JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDINGBCONSTRUCTION LINE P/F AND RECEIVED X CHAIN LINK FENCING WOOD FENCE CITY OF TUKWILA GENERAL FIRE NOTES: SHEET TITLE NOTES & LEGEND QMATCH LINE 0 0 0 -o.-w- OVERHEAD POWER LINE OP WORK POINT UGP BURIED POWER LINE OVERHEAD TELEPHONE OCT 16 2018 ^ 1. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE AND ALL GOVERNING CODES. 2 ADDRESS SHALL BE 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(20151NTERNATIONAL BUILDING CODE 501.2) 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2015 INTERNATIONAL BUILDING CODE 808.1) 4. PORTABLE FIRE EXTINGUISHERS: AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2 -A -108:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH 8,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2015 INTERNATIONAL BUILDING CODE 908.1.1 AND SECTION 908.3.1) GROUND CONDUCTOR 01T LINE UGT BURIED TELEPHONE LINE SHEET NUMBER T-2 T TELEPHONE CONDUIT --•-%, - BURIED WATER LINE PERMIT CENTER E ELECTRICAL CONDUIT SS BURIED SANITARY SEWER (POWER) BURIED DRAIN SD STORM GENERAL NOTES 4 LEGEND 3 NOT USED 2 EXIST! NG TREE (TYP) 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 PARKING 7 LOT EXISTING BUILDING (TYP) 7 EXISTING T -MOBILE EQUIPMENT 8, ANTENNA AREA, FOR ENLARGED SITE PLAN SEE: EXISTING ACCESS (TYP) -* PROPERTY LINE EXISTING PARKING LOT EXISTING PARKING LOT SITE PARCEL NUMBER: 1157200017 JURISDICTION: CITY OF TUKWILA ZONING: O PROPERTY LINE EXISTING BUILDING (TYP) gC I�� C+TY ROF UVWILA OCT 161i18 P`ERAAIT CENTER LL EXISTING PARKING LOT 7 B SITE PLAN 20' 0 10' 20' SCALE: V 20'.0" (24x36) (OR) 1/T = 20'4" (71x17) 1 HARrA, 4 cc,‘'R. SOF W As1114, '1' A,,cA , 1* (� 54777 10, RFCISTE0) cck SSIONAL t1JG 16.28.18 IT ISA 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 Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 00202018 NEW RFOS V.875/812018 MOM 0 05072010 L700CMP44X2100%CD MGM A 04022018 1.100C111P44X290%CD LIGM A 02/18'1010 ISSUED FOR 75%C0 REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 1I=AtKis 52N9.:, Vik S. ?DEtei WA -V APP' "t°'MP DEC 18 2S18 City of Tukwila ILDING DIVISION JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION SHEET TITLE SITE PLAN SHEET NUMBER A-1 NOTE: THE ORIGINAL SIZE OF,THIS PLAN IS 24^ X 36". SCALE RATIO I8 NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES EXISTING PARKING 7 LOT % 0 EXISTING ROOF EQUIPMENT (TYP.) 0 EXISTING/ NEW T -MOBILE ANTENNA AREA, FOR ANTENNA PLAN SEE: ® 0 0 0 0 0 EXISTING ROOFTOP 7 (TYP.) EXISTING/ NEW T -MOBILE ANTENNA AREA, FOR ANTENNA PLAN SEE: © 0 0 0 0 0 O / f 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. 1 EXISTING TREE (TYP.) 1 EXISTING T -MOBILE CABLE TRAY EXISTING CABLE TRAY BY OTHERS 0 EXISTING PARKING 7 LOT EXISTING OVERHEAD TRACKS CGS r. L EXISTING/ NEW T -MOBILE EQUIPMENT AREA, (ON GROUND LEVEL) FOR EQUIPMENT PLAN SEE: EXISTING ANTENNAS BY OTHERS REQ TI�D TY O BU PER TER ENLARGED SITE PLAN oz® SCALE: 1/6' • 1•-0• (24%38) (OR) 1118^ • 1•60^ (11%17) 1 R- HAR74 NIP %SF �� 0, 44, WAS -4, 4' > ca V ^ , l lJ/,4' ,p 4,t) 54777 O :�G SSIONAL '6.28.18 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 TechnologyAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE 8, ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 00/282018 NEW RFDS V. 8.85/812018 MGM 0 O5N72018 L700CMP41X2100%CD MGM A 04/02/2018 L700CMP41X290%CD MGM A 02/162018 ISSUED FOR 75%CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 J5215,52NDAVE . _. V icf11 N AFW.Ar*818 )E Ci'Q) bPE DEC I82318 amity of Tukwila LDING DIVISION JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2 R. HARry TOWER: FINAL EQUIPMENT INVENTORY ' A �. NO O' WAST0 ` 4' (<1 • i .,'1Con A. / A R" 54777 O l�� . 10"IIS»]-' v SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER MODEL DIMENSIONS (LxWxD) WEIGHT (LBS) LANDLORD SIGNATURE 4. ® EXISTING T -MOBILE FHFB (1 PER SECTOR, 4 SECTORS. 4 TOTAL) 0 �- TO REMAIN v 4111111111111111111111111111111111160. y EXISTING T -MOBILE ANTENNA MOUNT � Q (1 PER SECTOR, 3 SECTORS, 3 TOTAL)��e �,w,% TO REMAIN •; EXISTING T -MOBILE (SBNH-1 D65C)AN7ENNA .......0„„,................ (1 PER SECTOR. 3 SECTORS, 3 TOTAL) EXISTING TO REMAIN (4) ANTENNA COMMSCOPE TMZXX-6516-A2M 59.9" x 12.0' x 8.5" 38.2 REMOVE EXISTING (3) ANTENNA COMMSCOPE SBNH-1065C 98.5' x 11.9" x 7.1" 49.6 EXISTING TO REMAIN (2) COVP RAYCAP RNSNDC-7771-PF-48 20.22" x 18.86' x 7" 20.0 EXISTING TO REMAIN (6) TMA COMMSCOPE ETT19V2S12UB 9.4' x 7.3" x 3.5' 13.9 FONAL F'�G S 16.28.18 EXISTING TO REMAIN (4) RRU NOKIA FRIG 23.81"x 17.24" x 7.60' 57.10 EXISTING TO REMAIN (4) RRU NOKIA FHFB 23.0" x 12.6" x 7.8" 48.5 IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. REMOVE EXISTING (3) RRU NOKIA FRBG 22.9" x 12.6" x 6.3" 57.0 � � ■Mobile�� 19807 NORTH CREEK PARKWAY NORTH WA 98011 EXISTING TO REMAIN (2) ANTENNA COMMSCOPE HBXX-331905-A2M 57.0" x 22.2" z 4.9" 38.1 REMOVE EXISTING (8) DIPLEXERS COMMSCOPE CBC1921Y-DS-2X 7.6' x 7.6" x 5.5' 16.5 ADD NEW (3) ANTENNA COMMSCOPE FFHH-65C-R3 95.9' x 25.2" x 9.3" 127.6 ADD NEW (3)BOTHELL, RRU NOKIA AHLOA 22.05" x 12.13" x 7.44" 83.78 `E TechnologyAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 EXISTING T -MOBILE (ETT19V2S12U0) TMA 'Q (2 PER SECTOR, 3 SECTORS. 6 TOTAL) ar W A, EXISTING 7 -MOBILE ANTENNA MOUNT (1 PER SECTOR, 3 SECTORS, 3 TOTAL) �`a�\ �,�4 411' 4rW--.,, EXISTING T -MOBILE (TMZXX6516-6516ANTENNA ' (2 PER SECTOR A 8 C, 4 TOTAL) Technology Associates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 EXISTING T -MOBILE COVP (2 NEAR ANTENNAS, 2 NEAR CABINETS, 4 TOTAL) '` EXISTING T -MOBILE FRIG ` (1 PER SECTOR, 4 SECTORS, 4 TOTAL) EXISTING T -MOBILE FHFB \' \\ (1 PER SECTOR, 4 SECTORS, 4 TOTAL) , `` �� EXISTING T -MOBILE COVP TO BE REMOVED (2 NEAR ANTENNAS, 2 NEAR CABINETS, 4 TOTAL) ' • ...1..:14,,, TO REMAIN���`EXISTING T -MOBILE (ETT79V2S12U8) TMA (2 PER SECTOR, 3 SECTORS, 6 TOTAL) EXISTING T -MOBILE FRIG TO REMAIN (1 PER SECTOR, 4 SECTORS, 4 TOTAL) , �\ TO REMAIN EXISTING T -MOBILE (TMZXX-6516-A2M) ANTENNA ��; (2 PER SECTOR A 8 C, 4 TOTAL) TO REMAIN, MIDDLE ANTENNA TO RELOCATED TO MOUNT#2 NEW T -MOBILE (FFMH65C-R3) ANTENNA Qy' (1 PER SECTOR, 3 SECTORS, 3 TOTAL) © 1 Oertarzota NEW REDS V. 0.3 5/31/2018 MOM NEW T -MOBILE AHLOA Ur (1 PER SECTOR, 3 SECTORS, 3 TOTAL) ,�'" EXISTING T -MOBILE (HBXX-33190S-A2M) ANTENNA(1 PER SECTOR B 8 D, 2 TOTAL) GPS EXISTING T -MOBILE FRBG TO BE REMOVED (1 PER SECTOR, 3 SECTORS, 3 TOTAL)fteitiiiiiiiiiiiiiii i� EXISTING T -MOBILE )H8XX-331900-A2M) ANTENNA(1 PER SECTOR B 8 D, 2 TOTAL) TO REMAIN EXISTING T -MOBILE (CBC1921Y-DS-2X) DIPLEXER (8 NEAR ANTENNAS, 6 ON GROUND, 14 TOTAL) TO BE REMOVED T GPS 0 0597/20180IS 0%CD MOM A 04D1/2018 L700.CMP44X200%CD MOM A 02/18/2078 ISSUED FOR 75%CD REVIEW ISSUED FOR 75% EL REV DATE DESCRIPTION BY SE03999A PAR KR 1 D G E - 15215 15215 52ND AVE. S. TI 111111/IL/L'�WA""""9 188 J. !�EWVEf�rrIC4TS Y11 00 r;4����n����f�/® EXISTING T -MOBILE (E),B�S ANTENNA (1 TOTAL) ECTOR 0 loo, ,. EXISTING -MOBILE (E) •B, TANTENNA O REMAIN? TOTAL) SECT ORa 700, 11 �_ .n;;,' L....--- 1 all �+ r �. , \r' .� y� ��; /� lT ti ���\�.... %;/�_`� \ r �� f ,,4P VG `, IVG TS a m� it 4',,ol�■ lA -©-�. • /i OVEN 1,O ofT I(Wila L DIN !VISION `�/' aIPr6.EC1 ® °`• �� J/ ti L �'� �\ `�/� ff : r < ,� I T..,, CITY o �� $ P ■ = El , OFTUWILA OCT 16 2018 RMIT CENTER ��I►� �Q►. • U IAN APPROVAL STAMP I DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDWGBCONSTRUCTION �_-__ SHEET TITLE ANTENNA PLANS SHEET NUMBER A..3 ANTENNA PLAN (FINAL) �f 6®' SCALE: 112" ANTENNA PLAN (EXISTING) o s®' „''s;-0 1 ,`,'-0 (11x17)`' 2 (11x17) �, g. HART GROUND: FINAL EQUIPMENT INVENTORY n,.,0'' WAS�y 1� �T t(,O r'�'C , ' ;1V �',.40 A e 54777 '�O•CLCG.1� l�j SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER EQUIPMENT MODEL DIMENSIONS WEIGHT CABINET TYPE (LOCATION NTT) QUANTCABINITY LANDLORD SIGNATURE • A EXISTING TO REMAIN (1) BASEBAND NOKIA ESMB 5.25" x 18.9" x 18.28" 24.28 FCOA (1) EXISTING TO REMAIN (2) BASEBAND NOKIA FSME 5.2" x 11.78" x 18.8" 41.9 FCOA (1) REMOVE EXISTING (3) BASEBAND NOKIA FSMF 5.2" x 11.76" x 18.8" 41.9 ULTRASITE (2) REMOVE EXISTING (4) BASEBAND NOKIA FBBC - - ULTRASITE MIDI (2) EXISTING TO REMAIN EXISTING (2) COVP RAYCAP RNSNDC-7771-PF-48 20.22' x 18,86" x 7" 20.0 ON EXISTING H -FRAME / C rl�,`_�I ss`ONAL v�v ) �•��•� 8 EXISTING TO REMAIN (3) RRU NOKIA FRIA 5.2"x11.78"z 15.8' 55.1 FCOA (1) ITIS AVIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. EXISTING TO REMAIN (1) RRU NOKIA FXFB 5.2."x19.4"x22.1" 55.1 FCOA (1) • T•.moblie. 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 REMOVE EXISTING (2) CABINET NOKIA ULTRASITE MIDI TBD TBD ON SLAB (2) REMOVE EXISTING (6) DIPLEXERS COMMSCOPE CBC1921Y-DS-2X 2.8" x 7.8" x 7.3" 7.9 ON EXISTING H -FRAME (2) ADD NEW (1) BASEBAND NOKIA ABIL FCOA CABINET (1) ADD NEW (1) BASEBAND NOKIA ASIK FCOA CABINET (1) ADD NEW (3) BASEBAND NOKIA ABIA 14.2- x 8.6" x 1.1" 4.41 FCOA CABINET (1) Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 ADD NEW (1) BASEBAND NOKIA ASIA 14.2'x8.8'x 1.7" 8.81 FCOA CABINET (1) ADD NEW (1) BASEBAND NOKIA AMOB 13.94" x 19.17" x 23.82" 50.71 FCOA CABINET (1) ADD NEW (2) CABINET NOKIA FCOA 81"x 30.3" x 30.3' e07 FULLY EQUIP. ON SLAB (1) TechnologyAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 06/202018 NEW RFDS V.6,351912018 MGM 0 05/072015 L700651P4-402100%C0 MGM A 04/02/2018 L700CMP44X200%CD MGM A 02/16/2010 ISSUED FOR 75%CD REVIEW EL EXISTING T•MOBILE COVP EXISTING T -MOBILE (CBC1921Y-DS-2X) (2 NEAR ANTENNAS, 2 NEAR CABINETS, 4 TOTAL) DIPLEXER (8 NEAR ANTENNAS, 8 ON TO REMAIN GROUND, 14 TOTAL) TO BE REMOVED REV DATE DESCRIPTION BY EXISTING T -MOBILE COVP (2 NEAR ANTENNAS, 2 NEAR CABINETS, 4 TOTAL) SE03999A PARKR I DG E - 15215 '}52152ND it r Q1111. i EXISTING T -MOBILE H -FRAME (1 TOTAL) EXISTING CONCRETE PAD (TVP.) T•MOBILE CONDUIT ENTRV EXISTING T -MOBILE H -FRAME (1 TOTAL) EXISTING CONCRETE PAD (TYP.) • ��IrITI NEW T -MOBILE (J) ARIA, (1)SSIA,AND (1) AMOK INSIDE CABINET \ 6 • _JJ _ y NEWT -MOBILE (1) ABIL, (1) ASIK, RECEIVED AND (1) AMOK INSIDE CABINET MI 111% Ilk CITY OF TUKWILA BUILDING EXISTING T -MOBILE COSTINGTNTRVEXISTING ME al ISTING PURCELL EXISTING NOKIA EXISTING NOKIA CABINET ULTRASITE ULTRASITE MIDI CABINET MIDI CABINET4", F"" 70 BE REMOVED TO BE REMOVEDCCas �.111 p,DE�,18218 City of Tukwila DIVISION /\\\\\ 4,1% JURISDICTION APPROVAL STAMP DEPARTMENT FOR .05/0 057 DEPARTMENT FOR BUILDOiGB CONSTRUCTION SHEET TITLE EQUIPMENT PLANS NV�NV OCT 16 208 PERMIT CENTE ". O� �©.. SHEET NUMBER A-3 1 EQUIPMENT PLAN (EXISTING) 03"6" ' • SCALE: 914 " 1'-0' (24x18) EQUIPMENT PLAN (FINAL) 03"6" ' SCALE: 314 " 1'-0' (24x98) ® (OR) 318""1'-0'(11x17) 1 I� - (OR) 318'=1'-0-(11x17) 2 TOP FRIG T -MOBILE GPS ANTENNA EXISTING T -MOBILE GPS ANTENNA (1 TOTAL) �, R. HgRrM \O' WASij 9'1' �w �,, -, -, I� .: / / / < ' Imo(- ' A / 54777 �O �G, R`., !.. \ V / �' SEEXISTING CTLE 40.EXISTING $ ELEV. OR, SECTORS, 4 TOTAL) TO REMAIN TO REMAIN TOP OF EXISTING T -MOBILE ANTENNAS (BETA, GAMMA, DELTA) EXISTING EXISTING T -MOBILE (HBXX3319DS-331911SANTENNA LANDLORD SIGNATURE ELEV. 35.4' AGL (2 PER SECTOR A & C, 4 TOTAL) TO REMAIN, MIDDLE ANTENNA TO RELOCATED TO MOUNTAI2 \ (1 PER SECTOR B & D. 2 TOTAL) TO REMAIN —..1 EXISTING T -MOBILE (SBNH-1065C) ANTENNA �- RAD CENTER OF EXISTING T•MO8ILE ANTENNAS (BETA DELTA)_r (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO BE REMOVED IIIA / 0 ELEV. 33.3' AGL I Ilri I iII 1 RAD CENTER OF EXISTING T -MOBILE ANTENNAS (GAMMA) EXISTING T -MOBILE ANTENNA MOUNT / ELEV. 32.9' AGL — —IIIIII / (1 PER SECTOR, 3 SECTORS, 3 TOTAL) IIII RAD CENTER OF EXISTING T -MOBILE ANTENNAS (BETA GAMMA) W II . 1; I EXISTING T -MOBILE (CBC1921 Y -DS -2X) EXISTING ANTENNA SCREENED ENCLOSURE BY OTHERS (TYP) ELEV. 31.4' AGL I' 11111 ''. DIPLEXER (8 NEAR ANTENNAS. 6 ON SSIQNAL EAG i c p 6.28.18 TOP OF EXISTING BUILDING PARAPETGROUND, It 14 TOTAL) TO BE REMOVED ELEV. 27.1' AGL c TOP OF EXISTING ROOF SURFACE EXISTING T -MOBILE HCS HYBRID CABLE (1 TOTAL) EXISTING BUILDING (TYP) 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. ELEV. 25.5 AGL CZS T••Mobi1e• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 cs; Technology 'Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET,STE. R-103 SEATTLE, WAA9981108 Technology Associates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 s (i lT—T r -i6 ,0 III . II FINISH GRADE ELEV. 0'-0' REF i/ ! s t *r�.', % ", EXISTING GROUND T -MOBILE EQUIPMENT LEVEL) FOR EQUIPMENT AREA, (ON PLAN SEE: O Mip SOUTH ELEVATION 0 1.5.3. 5• SCALE: 3116"=1.0"(24x16) 1 1 06/28/2018 NEW RFDS V. 8.3 6/31/2018 MGM (EXISTING) (OR) 3/32" =1%0" (11x17) 0 0697/2018 1700-087440210016CD MGM A D4/02/2018 L700-CMP4<62909CD MGM DISCLAIMER: A 02/16/2018 ISSUED FOR 76%C0 REVIEW - - EL 1. EXISTING TOP OF BUILDING PARAPET AND TOP OF EXISTING T ON REV DATE DESCRIPTION BY 15 TOP OF EXISTING T -MOBILE GPS ANTENNA EXISTING T -MOBILE GPS ANTENNA (1 TOTAL) EXISTING T -MOBILE FRIG -MOBILE ANTENNAS IS BASED SE03999A PARKRIDGE - 15215 15215 52ND AVE. S. Y ELEV. 40.2' AGL AI `j D (1 PER SECTOR, 4 SECTORS, 4 TOTAL) 1A SURVEY DATED 06/02/2016, PROVIDED BY AMBIT CONSULTING. di TOP OF EXISTING & NEW 7 -MOBILE ANTENNAS (BETA, GAMMA, DELTA) NEW T -MOBILE (FFHH65C-R3) ANTENNA EXISTING T -MOBILE (HBXX-3319DS-A2M) ANTENNA 2. ALL NEW T -MOBILE ANTENNA ELEV. 96.4' AGL \ w (1 PER SECTOR, 3 SECTORS, 3 TOTAL) (1 PER SECTOR B 8 D, 2 TOTAL) EQUIPMENT IS TO BE PAINTED TO MATCH EXISTING BUILDING. RAD CENTER OF EXISTING T -MOBILE ANTENNAS BETA DELTA) EXISTING (2 PER T-MOBILE(TMZXX6516-A2M)ANTENNA SECTOR A & C, 4 TOTAL) j j _ ELEV.33.3' AGL RAD CENTERAGL OF EXISTING T -MOBILE ANTENNAS (GAMMA) ELEV. — — EXISTING T -MOBILE ANTENNA MOUNT { - EXISTING ANTENNA SCREENED ENCLOSURE BY OTHERS (TYP) 32.9' RAD CENTER OF NEW T -MOBILE ANTENNAS(BET ,GAMMA) / (1 PER SECTOR, 3 SECTORS, 3 TOTAL) _, - ( ELEV. 91 A'AGL -._'. TOP OF EXISTING BUILDING PARAPET i -- /ill Ilii. �" TU —, r pr T11 r u i -",0 i7dlo? LU@P 8188 ELEV. 27.1' AGL ; C" TOP OF EXISTING ROOF SURFACE(1TOTAL) EXISTING T -MOBILE HCS HYBRID CABLE EXISTING BUILDING (TYP) I'� a-� ELEV. 25.5' AGL _ - CODE -KU VLI) 1 8 2318 of Tukwila NG DIVISION Ail D RECEIVED Cil BUILD , DEPARTMENRISDICTION T FOR USVAL E DEPARTMENT FOR BUILDING 8 CONSTRUCTION CITY OF TUKWILA SHEET TITLE ELEVATIONS — e OCT 16 2018 V ELEV. GRADE - PERMIT CENTER NEW T•MOBILE EQUIPMENT AREA, (ON GROUND LEVEL) FOR EQUIPMENT PLAN SEE: ©A.4 SHEET NUMBER SOUTH ELEVATION 5• 0 1.5. SCALE: 2 (FINAL) NOTE: THE ORIGINAL SIZE OF, THIS PLAN IS 24" X 36". SCALE RATIO 18 NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES TOP OF EXISTING T -MOBILE GPS ANTENNA ELEV. 40.2' AGL TOP OF EXISTING T -MOBILE ANTENNAS (BETA, GAMMA, DELTA) ELEV. 35.4' AGL \ RAD CENTER OF EXISTING T -MOBILE ANTENNASSBETA, DELTA) ELEV. 33.3' AGL RAD CENTER GL OF EXISTING T -MOBILE ANTENNAS (GAMMA) ELEV. A RAD CENTER OF EXISTING T -MOBILE ANTENNAS (BETA GAMMA) ELEV. 31.4' AGL TOP OF EXISTING BUILDING PARAPET ELEV. 27.1' AGL TOP OF EXISTING ROOF SURFACE ELEV. 25.5' AGL EXISTING BUILDING (TYP) FINISH GRADE ELEV. 0'-0' REF EXISTING T -MOBILE GPS ANTENNA (1 TOTAL) TO REMAIN EXISTING T -MOBILE (SBNH-1D85C) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) TO BE REMOVED EXISTING T -MOBILE (HBXX-3319DS-A2M) ANTENNA (1 PER SECTOR B & 0, 2 TOTAL) TO REMAIN EXISTING T -MOBILE FRIG (1 PER SECTOR, 4 SECTORS. 4 TOTAL) TO REMAIN EXISTING T -MOBILE (CBC1921Y-DS-2X) DIPLEXER EXISTING ANTENNA SCREENED (8 NEAR ANTENNAS. 8 ON GROUND. 14 TOTAL) ENCLOSURE BY OTHERS (TYP) TO RF RFMOVFO EXISTING T -MOBILE (ETT19V2S12UB) TMA (2 PER SECTOR, 3 SECTORS, 6 TOTAL) TO REMAIN EXISTING T -MOBILE ANTENNA MOUNT (1 PER SECTOR. 3 SECTORS. 3 TOTAL) TO REMAIN LANDLORD SIGNATURE TOP OF EXISTING T -MOBILE ANTENNAS (ALPHA) • ELEV. 35.7' AGL RAD CENTER OFE( ) TMO ANTENNAS (ALPHA) ELEV. 31.7' AGL • EAST ELEVATION (EXISTING) 0 1.5' 3' 5' SCALE: 3/16" -1'-0" (24x38) (OR) 3/32" -1%0" (11x17) 1 At, TOP OF EXISTING T -MOBILE GPS ANTENNA ELEV. 40.2' AGL TOP OF EXISTNG & NEW T -MOBILE ANTENNAS (BETA, GAMMA DELTA.' ELEV. 95.4' AGL AD3N.TAGOLF EXISTING T -MOBILE ANTENNASTBETA, DELT40 A RAD CENTER OF EXISTING T -MOBILE ANTENNAS (GAMMA) ELEV. 32.9' AGL RAD CENTER OF NEW T -MOBILE ANTENNAS (BET iGAMMA) ELEV. 31.4' AGL TOP OF EXISTING BUILDING PARAPET ELEV. 27.1' AGL TOP OF EXISTING ROOF SURFACE ELEV. 25.5' AGL EXISTING BUILDING (TYP) FINISH GRADE ELEV. 0'-0- REF EXISTING T -MOBILE GPS ANTENNA (1 TOTAL) Aft NEW T -MOBILE (FFHH.65C-R3) ANTENNA (1 PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTING T -MOBILE FRIG (1 PER SECTOR, 4 SECTORS, 4 TOTAL) EXISTING T -MOBILE (HB)IX-3319DS-A2M) ANTENNA (1 PER SECTOR B & D, 2 TOTAL EXISTING ANTENNA SCREENED ENCLOSURE 8Y OTHERS (TYP) RECEIVED CITY OF TUKWILA OCT 16 2018 DISCLAIMER: 1. EXISTING TOP OF BUILDING PARAPET AND TOP OF EXISTING T -MOBILE ANTENNAS IS BASED ON 1A SURVEY DATED 06/02/2015, PROVIDED BY AMBIT CONSULTING. 2. ALL NEW T -MOBILE ANTENNA EQUIPMENT IS TO BE PAINTED TO MATCH EXISTING BUILDING. PERMIT CENT EXISTING T MOBILE ANT ELEVS35 AGL /7- EXISTING T -MOBILE (TMZXX6516-A2M) ANTENNA RAD CENTER OF E() TMO ANTENNAS (ALPHA).,• (2 PER SECTOR A & C, 4 TOTAL) ..y ELEV. 3 EXISTING T -MOBILE ANTENNA MOUNT (1 PER SECTOR. 3 SECTORS, 3 TOTAL) 6.28.18 IT I5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T••Mobile• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology it Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 08/18/2018 NEW RFDS V. 8.35/31/2018 MGM 0 00/07/2018 L700-CMP4.4X2100%CD MGM A 04/02/2018 L700-CMP4-4X200%0D MGM A 02/18/2018 ISSUED FOR 75%CD REVIEW EL REV DATE DESCRIPTION BY 9 AGL COD: SE03999A PARKRIDGE - 15215 -77.-15215 52ND"AVE. S. /(}l�Tl/Iit9f 188 CV iYlf 1. P1O°4OP i C BUIL EC 18 2018 'y of Tukwila )ING DIVISION EAST ELEVATION (FINAL) 0 1.5' 3' 5' SCALE: 3/16" - 1%0" (24x36) (OR) 3/32" s 1'-0" (11:17) 2 JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDINGS CONSTRUCTION SHEET TITLE ELEVATIONS SHEET NUMBER A-5 NOKIA: AIRSCALE BASEBAND 5G ONLY CARDS (ABIL) NOKIA: AIRSCALE SUBRACK OUTDOOR (AMOB) GG` R. HARpy� COMMSCOPE: FFHH-65C-R3 FEATURES: INITIAL AIRSCALE BASEBAND 5G ONLY CARDS DIMENSIONS: 13.94"X19.17"X23.82" WEIGHT: 50.71 Ibs. (AMOB ENCLOSURE) INGRESS PROTECTION: IP55 OPERATING TEMPERATURE: -40°C UP TO +55°C (WITHOUT SOLAR RADIATION) /'�� \ j INSTALLATION TEMPERATURE: -20'-+55"C AIRFLOW DIRECTION: BACK TO FRONT AIRFLOW DIRECTION SUPPORTED FOR HEX A ss.mOly(.+*U) �./ HORIZONTAL (FCOA, 19" RACK, FLEX! 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 COLD START: -2H FROM -40•C TO -5°C. OPTIONAL 2ND HEATER CAN BE POU and Heater (-1 U) ADDED TO MEET NAM REQUIREMENT, COLD START FROM -40°C A IA AB 3U t ti --....VN ` BU TO -5'C IN 1 HOUR INSTEAD OF 2 HOURS. NOMINAL SUPPLY VOLTAGE: -40.5 ..: 57VDC INPUT VOLTAGE RANGE: EXTENDED SERVICE VOLTAGE RANGE SUPPORTED -36VDC ..: e5VDC #'+ � a VOLUME: 104.5E., _ - �� �'i. MASS CAPACITY: SUPPORT MAX 18KG INSIDE 7 t*,'12 _.-- POWER CONSUMPTION: TYPICAL MAX -285W (ALL FANS AT HIGHEST SPEED), COLD ~•'j of ..."'''re.''' START -6000W (HEATER ON 55W + FANS AT LOW SPEED) `•w, ? �f CONDUIT CABLE ENTRY: 2X1.5" + 3X1" ON EACH LEFT AND RIGHT SIDE '•,� FEATURE DESCRIPTION: OUTDOOR SUBRACK FOR AIRSCALESYSTEM STEM MODULE INDOOR ti PLUG-IN UNITS. HIGH PERFORMANCE HEAT EXCHANGER "HEX." COMPATIBLE WITH FLEX! BTS MECHANICS STACKIPLILINTH/WALL/POLE/RACK1NSTALLATION. COMPATIBLE WITH THE 3RD PAR 19" RACKS AND CABINETS IF IT FOLLOWS CLEARANCES AND AIRFLOW REQUIREMENTS. POSSIBLE TO INSTALL AMOBINSIDE FCOA CABINET. SERVICE DOORS ON FRONT AND REAR SIDES. PERSPECTIVE VIEW RADOME MATERIAL: ALUMINUM, LOW LOSS CIRCUIT BOARD RADOME COLOR: LIGHT GRAY DIMENSIONS, HxWxD: 95.9"x25.2"x9.3" (2437.0 x 840.0 x 235.0 mm) NET WEIGHT: 127.61b (57.9 kg) RF CONNECTOR: (4) 4.3 - 10 FEMALE RECEIVED `A F TUKWI CITY OF OCT 20 tB 1 1 612•.mobile. ' • / / ,� • , - / `SSIO r�G NAL [i 16.28.18 - ' - ..p ...._.110•0./11.••, • r r 1 o•o•o c•!•eii•s• '" •�� •- PERSPECTIVE VIEW ITISACTTGUNDERION OF WEDIRECION FOR ANY OF.UNLESSTHEY ARE ACTING UNDER THE DIRECTION OFALICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. • 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 9 3. PERMIT CENTER I 1 �r 25.2" TechnologyAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 SCALE AMOB SCALE ANTENNA SPECIFICATIONS SCALE N.T.S.1 ABIL N.T.S. 10 N.T.S. 4 NOKIA: AIRSCALE BASEBAND 5G ONLY CARDS (ASIK) NOKIA: AIRSCALE COMMON UNIT (ASIA) NOKIA: (AIRSCALE DUAL RRH 4T4R B12/71 240W AHLOA FEATURES: INITIAL AIRSCALE BASEBAND 5G ONLY CARDS ' r r .'r, •,• • 1 �1 I{'••� ••)(�• ►j 1l+)•II Lt).'4)(,t r.. •ii,. •f1•{ 01,114,..i ' 1'! •. r• I)•P1V 1• . • DIMENSIONS: 14.2"X8.8"X1.7" WEIGHT: 6.81 lbs. 473095A PRODUCT INCLUDES TRANSPORT AND FUNCTIONS: INDOOR COMMON PLUG IN UNIT. RF MODULE TYPE: RRH, 1 UNIT PER SECTOR DIMENSIONS, HxVWD:22.05" z 12.13" x 7.4.4" (WITHOUT BRACKETS) WEIGHT: 83.78 lbs (MOUNTED WEIGHT) - - - p Technology Associates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 CABINET, PER PLAN 1/2' 0 GALV. CARBON STEEL HILT! KWIK BOLT TZ W/ 2" MIN. EMBEDMENT IN CONCRETE (ICC ES REPORT 9 ESR -1917) 2" SQUARE GALVANIZED STEEL SHIM PLATE WHERE REQUIRED TO LEVEL EXISTING CONCRETE SLAB �•`- CENTRALIZED CONTROL FUNCTIONS FOR SUPPORTED RADIO ACCESS TECHNOLOGIES. - r- .� ,/ 12.13" 1 0825/2016 NEWRFDSV836031/2018 MGM FINISH GRADE 'I IL./ 0 05/07/20.8 1700-CMP402100%CD MGM _111—III I 111_111 14r jnj 00 V • •11*1I•,•'4!'I'1•If-dri1)• ��� �� __ ___._. • _ • : •••• • • • - A 04/02/2015 U00-CMPbd%2 W%CD MGM _ _ I IA .�r(�J 02H82015 ISSUED FIX2 ]5%CD REVIEW EL 1111111111 III—III /+ -... =�111 DATE DESCRIPTION BY III—I —III—III—III—III-1I I—III—I �• i - rM �,-- 1 R �_ ��REV i-IIIIII—I—II—III—IIII�� PERSPECTIVE VIEW — _ _ — — —_ — I I—II—IE .... D ([ [1 ri-' o ??,1225m22.212 9.— r .= ` �1a6� SE03999A PARKRIDGE �� 15215 52ND AVE. _ fl.�TllKWIIiA;�V�IA 9888 .. 1„ ;ROC - S. III- i 1 � 1=1 11ITI1 11i l 1=11I=MEI NOTE: ANCHORAGE OCCURS AT EACH CORNER OF THE CABINET F- _ - _351mm(14.2in) _� PERSPECTIVE VIEW . -- PLAN VIEW SIDE VIEW FRONT VIEW PERSPECTIVE VIEW: ASIK SCALE SCALE SCALE SCALE N.T.S. 11 CABINET ANCHOR DETAIL N.T.S. 8 ASIA N.T.S. 5 AHLOA NTS 2 FCOA CABINET NOKIA: AIRSCALE CAPACITY UNIT (ABIA) BI DIMENSIONS: 14.2"X8.6"X1.1" WEIGHT: 4.41 lbs. PRODUCT CODE: 473096A FUNCTIONS: INDOOR CAPACITY EXTENSION PLUG IN UNIT. HAS 6 OPTICAL RF INTERFACES UP TO 6 Gbps OBSAI OR 9.8 Gbps CPRI. IQ -COMPRESSION IS SUPPORTED WITH 3 CPRI LINKS • BU DIMENSIONS, HxWxD: 61"X30.3"X30.3" WEIGHT: 807 lbs. (FULLY EQUIPPED) CABLE ENTRY: BOTTOM LOCATION 750mm (29.5 In) ***REFERENCE MANUFACTURER'S SPECIFICATIONS FOR Isometric view DETAILED EQUIPMENT INFORMATION Width 770mm SECURE TO FLOOR USING: (30.3 in) 'e p 11 r Y`4� r �✓ Fr 1 yn� l EC 1 v L M ty of Tukwila 11:11 DING DIVISION *WOOD: 12'0 LAG SCREWS WITH 2' MIN. EMBED. CONCRETE: (4) M12 BOLTS - _ Front � Height 1550mm 1350 mm (53.2 in) JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING & CONSTRUCTION ..� .- -•�� �. I>4/: - � '� ��/l��<`%:"%��sr"-��- SHEET TITLE ANTENNA 8 GROUND EQUIPMENT DETAILS }: ?� :ha f,,ta6� � I \ I � � (s1 in)1.;.i.;.'�...z.,.: B00 mm (31.5 (n) Depth 770mm (30.3 in) 1g iv z 3G1mm{742in) PERSPECTIVE VIEW SHEET NUMBER A 6 \ I — - _ PLAN VIEW FRONT VIEW SIDE VIEW ISO VIEW NOT USED SCALE CABINET SCALE ABIA SCALE N.T.S. 12 SPECIFICATIONS N.T.S. 6 N.T.S. THE ORIGINAL SIZE OF THIS PLAN 18 24^ X 38^. SCALE RATIO 18 NOT VALID FOR REDUCED OR ENLARGED SHEET SIZES Installation Instructions COMMS�CC9PEcm the ° 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 Institute 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,M I 0,STL,GALV 12 EA 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 1WSHR,FLT,MI2,13X28X2.5,STL,GALV 4 EA 13 1WSHR,LK,SPLT,M12,STL,GALV _ 4 EA 14 BOLT,CARRIAGE,M12 X 200,STL,GALV 4 EA Part Lists M8 bolt • Bracket edges parallel to each other. (fully collapsed position) Pre -assembly of Downtilt Brackets MAXIMUM TORQUE 15N.m (11ft.lbs) 37N.m (27ft.lbs) 2 58N.m (43ff.lbs) M8 M10 Ml M10 bolt M10 bolt ATTENTION: Insert M12 bolts and M12 flat washers 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 CommScope (Continued from page 1) Bulletin 639825-1 • Revision C • July 2014 Page 2 of 2 MAXIMUM TORQUE M10 37N.m (27ft.lbs) M12 58N.m (43ft.lbs) RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER ATTENTION: Insert M12 bolts and M12 flat wuahers into bruckel with tubs 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. -M10 pivot bolt (loosen only) M10 pivot bolt (loosen only) use inclinometer to adjust antenna angle M8 pivot bolt center location (loosen only) M 10 pivot bolt (loosen only) M8 adjuster bolt perimeter location (remove to adjust tilt) -M10 pivot bolt (loosen only) DETAIL A MAXIMUM TORQUE M8 15N.m (1 lft.tbs) M10 37N.m (27ft.lbs) M12 58N.m (43ft.lbs) Adjusting Antenna Tilt SAFETY NOTICE 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 turned off when the field installation is performed. Follow all applicable safety precautions as shown on this page. —1 6 DO not install near power tines. Do not install on a wet or windy Wear shoes with rubber soles and ower lines. telephone tines. day or when F©htning or thunder heels. Wear protective clothing nd guy wires look the some. Is in the area. Do not use metal including a long-sleeved shirt and Assume any wire Or line can ladder. rubber gloves. leclrocute you. CommScope Customer Support Center North America: +1-800-255-1479, Option 1 International: +1-779-435-6500, Option 1 Email: BSASupport©CommScope.com www.commscope.com/andrew Visit our Web site at www.commscope.com or contact your local sales representative for more information. 0 2012 CommScope, Inc. All rights reserved. Andrew is a trademark of CommScope. All trademarks identified by ® or ^" are registered trademarks or trademarks, respectively, of CommScope. This document is for planning purposes only and is not intended to modify or supplement any specifications or warranties relating to Andrew products or services. BU ANTENNA MOUNTING SPECIFICATIONS SCALE N.T.S. ,054777 '°:�� :,HAASR7,4 oW�,�'' ?o RFCJsT .V tv SSICNAL EAG 6.28.18 IT ISA VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO FUER THIS DOCUMENT. T • •Mobile°- 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 TechnologyAssociates 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 06282018 NEW RFDS V. 8,3 5/31/2018 MGM 0 05/07/2018 L700.CMP446210 5.00 MGM A 0072/2018 L700,CMP44629011C0 MOM A 02/182018 ISSUED FOR 751.CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE 15215 15215 52ND AVE. 118 : A91 1 vra� rtOR C9-.C'r1RA-PPE - S. Ai-r—v, ri i) DEC 18 2018 ity of Tukwila DING DIVISION ` JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION SHEET TITLE ANTENNA MOUNTING SPECIFICATIONS SHEET NUMBER A-7 ELECTRICAL GROUNDING SPECIFICATIONS R. xARrAi �� !O OF W ASft4,, 9'1' �v I ••• / Ade • '7 +� .' : ••r�A 54777 Q �. n c.•r� !�� "�O LC1J' L� ~ �SSIpNAL 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THEF NATIONAL ELECTRICALORIAE 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 62 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" HEAVYWALL 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 2", 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, D 62 SOLID D BAR, 1ADS SHALL BE CAD -WELDED TO THE GROUND BAR, 1 AT EACH OPPOSITE CORNER, AND EACH SHALL RUN IN 3/4" HEAVYWALL LIQUID TIGHT FLEXIBLE CONDUIT HEAVY 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 RING. THE GROUND RING AND CAD -WELD TO THE 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 ATTACHED ONLY WITH STAINLESS STEEL©� HARDWARE. 9. WHEN GROUNDING EQUIPMENT ENCLOSURES, PANELS, FRAMES, AND OTHER METAL APPARATUS, AAWG 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 EQUIVALENT. 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 MANUFACTURER'S RECOMMENDATIONS, AND DEFINED IN NFPA-70 AND APPROVED BY A.H.J, ® (E) IFOLOCBAR (FIELD LANDLORD SIGNATURE VERIFY LOCATION) (TYP) ©NEW MECHANICAL LUG ® CONNECTION (TYP.) �'"• ENGi f� f� I �'�"'�" 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. � __ . "�:'��- ;1 Ii l - T i • ■Mobiles■ 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 • Ail . •• •• a Q V / J �/ j �G__V TechnologyAssociates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 WA 98108 111 • , 1 / \ \ \ \FROM -• \ -- __,1 I `� NEW #6 AWG FROM FCOA, ARIA, I \ ASIA, AND AMOK TO (E) GROUND \ BAR(TYP.)SEATTLE, I \ - NEW W AWG FROM FCOA, ARIL, - - AND AMOB TO (E) GROUND BARASI(TYP.) BAR (TYP.) ., ,. Il e(� p TechnologyAssoeiates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 08282018 NEW RFDS V. BS 731/2018 MGM SCALE 0 05/07/2018 L700CMPR.482 IOB%C0 MGM EQUIPMENT GROUNDING N.T.S. 2 2 A 04M2018 L700C91P4I8290%CD MGM NEW 96 AWG FROM AHLOA TO (E) SECTOR GROUND BAR (TYP.) Iggr /B '�D 0 ' \� A 02/162018 ISSUED FOR 7514CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PAR KR I D G E - 15215 �+ 15215 52ND AVE. J. 0 0 • 9 �I%� NEW M6 AWG FROM ANTENNA © ^ r�� TO (E) SECTOR GROUND BAR (TYP.) ® ,`", ... •-• WM.., • •--- _ -, `�4 c v��,:� � ��\ ' �\;y'y `" �' ,'z- ,� _` • \ 0 a ` ` 9 0 ` • /O ���•_` ` n Q - 1 / rL �y ) ,j . R' %°} OE • : UI T I A S r- 1.� \..4 /'� - �j ��!,,T1F�.. , CO 10 a Y'' C Ai g,P"- 88 _ �j� IP.- 1.0 r [� C EC 1 y( �'� Q L L .L l•F 2 i U iy of Tukwila DING DIVISION LEGEND U EXOTHERMIC CONNECTION �:- RECEIVE C CITY OF TUKWILA •• •• o ©(E) SECTOR GROUND BAR OCT 16 2018 ® (FIELD VERIFY LOCATION) (TYP) . © NEW MECHANICAL LUG IT CENTER ." ®CONNECTION (TYP.) PERM ©— �I►. ►. JURISDICTIONAPPROVALSTAMP DEPARTMENTFOR8. ONSE DEPARTMENT FOR BUILDING *CONSTRUCTION MECHANICAL CONNECTION ® EQUIPMENT GROUND BAR SHEET TITLE GROUNDING An S EMI ANTENNA GROUND BAR (AS REQUIRED) 411-- 82 AWG GROUND LEAD (AS REQUIRED) NOTE: 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. SHEET NUMBER G.1 NOTES & LEGEND SCALE SCALE ANTENNA GROUNDING N.T.S. I 3 N.T.S. 1 _ NOTES: ��� ® `��, VIII TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GT R• HA R �. 0'rr Mq 1. PROVIDE NO-OX GREASE AT CONTACT EXISTING #6 AWG STRANDED Cu NEW FCOA, AMOB, ASIA, ABIL, ASIK, WIRES TO EXISTING EQUIPMENT AND ABTA GROUNDING KIT: #6 AWG SURFACE BETWEEN LUG AND GROUND BAR STRANDED Cu WIRE WITH GREEN, 600V, 2. CONTRACTOR WILL VERIFY BUSS BAR ,Ap 1-0 4O OC WASy4,te !!�,� ,v C, -1 / / ; ^ 54777 O ` `v RFGiSTE��� ) .,___./._v_. �- — THWN INSULATION OR BLACK "" —-. /_\,Th - '-" GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMICI CONNECTION. TYPE TA TYPE VN TYPE NC TYPE SS TYPE GV , OO 0 000000 00000000000000000000 OOOOQQQOOOOOOOOOOOVV Q Q Q Q Q Q Q Q Q Q Q Q Q Q 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXISTING MAIN GROUND BARglIr D TYPE W I. re. TYPE VS TYPE VB �IT ��`,;'• I TYPE PT TYPE GR G-- SS7ONAL 'OA 6.28.18 ISAVIOLATION OF LAW FOR ANY PERSON, UNLESS HEY FACTING UNDER THE IRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER HIS DOCUMENT. • T • •11obi1e 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 \--J TWO-HOLE LUG, BOLTED TO 1/4"STAINLESS STEEL HEX UNIT L GROUND BAR USING 3/8"-16 x 1 BOLTS AND HARDWARE. \— EXOTHERMIC WELD — EXISTING (2) #2 AWG SOLID TINNED BARE Cu WIRE TO EXISTING GROUND RING NOTE: ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. TechnologyAssoclates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 SCALE SCALE SCALE NOT USED N.T.S. 10 MAIN GROUND BAR N.T.S. 4 EXOTHERMIC WELDING N.T.S. 1 WEATHERPROOFING 3" 12" TO 24" NOTES: WIRE SIZE BURNDY LUG BOLT SIZE 1. ALL HARDWARE BOLTS, LOCK WASHERS SHALL STAINLESS STEEL. ALL HARDWARE ARE TO NUTS, BE BE AS KIT (SEE NOTE 3) ANTENNA CABLE MIN. CABLE CONNECTOR A Technology Associates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 #6 AWG GREEN INSULATED YA6C-2TC38 3/8"-16 NC S 2 BOLT FOLLOWS: BOLT, FLAT WASHER, GROUND BAR,GRUND #2 AWG SOLID TINNED YA3C-2TC38 3/8"- 16 NC S 2 BOLT LUG, FLAT LOOK WASHER AND HER, NUT. . AI • 61 #2 AWG STRANDED YA2C-2TC38 3/8" - 10 NC S 2 BOLT 2. COPPER SHIELD, ANTIOX, CR #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT NO-OX OR EQUIVALENT BE PLACE WHERE ALL DISSIMILAR METALS SHALL CONNECT. CABLE GROUND KIT #6 AWG STRANDED Cu WIRE WITH GREEN, 600V,THWN INSULATION OR BLACK (GROUNDED TO GROUND BAR) ANTENNA AND/OR GPS CABLE #4/0 AWG STRANDED YA28-2N 1/2" • 18 NC S 2 BOLT 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S 1 082812019 NEW RFDS V. 8.06/!1/20/8 MGM HEAT SHRINK (CLEAR HEAT SHRINK INDOOR 8 BLACK HEAT SHRINK OUTDOOR) BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) SPECIFICATIONS. 4. ALL LUGS MUST HAVE INSPECTION WINDOWS. /REV 0 06012018 vro-CMP4<x2100%CD MGM A 040220/8 L700CMP4<X29094CD MGM CONNECTION A 02/18/2018 ISSUED FOR 755E00 REVIEW EL NOTES: DATE DESCRIPTION BY NUT(TYP.) LOCK WASHER (TYP.) - - BURNDY GROUND /, (SEE TABLE FOR AND MODEL) ' BARE WIRE TO LUG SIZE BE SE03999A PAR KR I DG 15215 15215 52ND AVE. ;iei iTUKWiLA WiA4 98' . C r "^ /( r-LTI"J: C i4!! `^l`�6L`�V E S. 88 1. 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. (TMP WASHER '- '- , NO-OX AT BOTH ENDS — — i!M '!!' GROUNDING CONDUCTOR GROUND BAR FLAT WASHER - BOLT (TYP.) (TYP.) NOT SCALE NOT USED SCALE SCALE SCALE USED N.T.S. 11 N.T.S. 8 CABLE GROUNDING N.T.S. 5 MECHANICAL LUG N.T.S. _ ROECF ETIUVDIJURISDICTION CITY OCT 16 2018 PERMIT CENTER LA NOTES: I.; 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. ANTENNA AND AHLOA GROUNDING KIT: AWG STRANDED Cu WIRE WITH GREEN, 600V,THWN INSULATION OR BLACK BAR #6 COL COL • I r•� Y� V'�671 8 /�{� EC 1 1 Lal18 of Tukwila !NG DIVISION ON TWO-HOLE LUG, TO GROUND 3/8"16 x 1 1/4" r STEEL UNIT AND HARDWARE. U BOLTED BAR USING STAINLESSSS� BOLTS C O OOO OOOOO v•O�O 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 O O 0' O O f-EXISTING4"x12"x114" GROUND BAR WALL, FLOOR ANTENNA TOWER ON OR ON URIPAPPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING &CONSTRUCTION SHEET TITLE GROUNDING DETAILS \\ `XOTHERMIC L---,.....--- EXISTING #2 AWG _ BARE Cu WIRE GROUND BAR WELD SOLID TINNED TO EXISTING OR MAIN GROUND TOWER BAR SHEET NUMBER G-2 NOT USED SCA LE SCALE Q C SCALE SCALE N.T.S. 2 NOT USED N.T.S. J NOT USED N.T.S. 6 SECTOR GROUND BAR N.T.S. 3 6 0 0 0 0 0 0 01 0, x 2 0 0 W 0, W 0 2 W 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) At EXISTING ANDREW TMZXX-6516-A2M QUAD 20' 32.9' 60.1"X6.6 -X3.3" 34.6 (1) 15 TBD FIBER JUMPER A2 NEW COMMSCOPE FFHH-65C-R3 OCTA 20' 31.4' 95.9" x 25.2" x 9.3' 127.6 (1) (2) (2) 15' 175' 175' TBD 5/8"0 13/8'0 FIBER JUMPER LMU COAX COAX 0 EXISTING ANDREW TMZXX-0516-A2M QUAD 20' 32.9' 60.1- X 6.6" X 3.3" 34.6 (1) (1) 15' 175' TBD 1.5"0 FIBER JUMPER HIGH CAP HCS BETA (GREEN)175' 81 EXISTING ANDREW HBXX-3319DS-A2M QUAD 100° 33.3' 57.0"x 22.2'x 4.9" 38.1 (1) 15' TBD FIBER JUMPER Q B3 NEW COMMSCOPE FFHH-65C-R3 OCTA 130° 31.4' x 95.9" 25.2" x 9.3" 127.6 (1) (2) (2) 1 175' TBD 5/8"0 15/8"0 FIBER JUMPER LMU COAX COAX (1) 100' 1.5"0 LOW CAP HCS GAMMA (BLUE) 0 EXISTING ANDREW TMZXX-6516-A2M QUAD 230° 32.9' 60.1"X6.6 -X3.3" 34.6 (1) 15' TBD FIBER JUMPER C2 NEW COMMSCOPE FFHH-65C-R3 OCTA 230° 31.4' 55.9' x 25.2" x 9.3" 127.6 (1) (2) (2) 15' 175' 175' TBD 5/8"0 1-5/8'0 FIBER JUMPER LMU COAX COAX CI EXISTING ANDREW TMZXX-0516-A2M QUAD 230° 32.5' 60.1' X 6.6" X 3.3" 34.6 (1) 15' TBD FIBER JUMPER DELTA (YELLOW) O EXISTING ANDREW HBXX-3319DS-A2M QUAD 160' 33.3' 57.0'x 22.2'x 4.9- 38.1 (1) 15' TBD FIBER JUMPER NOTE: 1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS. MOUNTING HARDWARE, AND RF DESIGN. 2. CD IS BASED ON REDS VERSION: 6.3 DATED: 0531/2018. CONNECTORS (TYP.) ELECTRICAL TAP (1 LAYER) BUTYL TAPE (ALSO KNOWN AS MASTIC, TAFFY TAPE) / 2 2" 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, 8 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: • #1 - AT ANTENNA CONNECTION • #2 - AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12' SLACK 8 12' FROM EDGE OF EQUIPMENT CABINETS. ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), 8 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, 8 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 BE 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.) 9. 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 5). 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 SEA ER 4" STEP 1 STEP 2 STEP 3 COAXIAL CABLE WEATHERPROOFING STEP 4 RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER CO BU Q 0 RF DETAILS SCALE N.T.S. 0'g. �o o� .t' l HARTM WAS 11 '' CA ' l /V �,a54777 �. PO CIS r�R�� �' SS7ONAL ANG 6.28.18 IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T••Moolie• 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 Technology Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 TechnologyAssociates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 08/28/2018 NEW RFDS V.8.3 6/31/2018 MGM 0 0507/2018 1700-088/44x2100%C0 MGM A 0402/2018 L700-CMP4.4X290%CD MGM A 02/18/2018 ISSUED FOR 75%CD REVIEW EL REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 152i55211DsAvE -- . .-kii ETUKWiLA:, 40-98188 2 C .-i; Fio off op' E iA r' ,rv.�A�,� DEC 18213 ity of Tukwila .DING DIVISION JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION SHEET TITLE RF DETAILS SHEET NUMBER RF -1 NOTE: 1. CD IS BASED ON RFDS VERSION: 6.3 DATED: 05/312018. LANDLORD SIGNATURE LTE AwS+ . UMTSAyI' 0 0 3 R 0 F 53 C BUIL OCT 16 2018 PERMIT CENTER 2 a W RF DIAGRAM SCALE I N.T.S. �� N�OF A. (i. HAR TM A • /Asha c`1' , ,0 54777 4 PO,��FCIS7EO0 4V�' SSIONAL ��G 16.28.18 IT ISA 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 Technology 'Associates PNW MARKET OFFICE 650 SOUTH ORCAS STREET, STE. R-103 SEATTLE, WA 98108 Technology Associates ARCHITECTURE & ENGINEERING 2851 CAMINO DEL RIO SOUTH, STE. 200 SAN DIEGO, CA 92108 1 0828/2018 NEW REDS V. 5.0 62112015 41053 0 0507/2018 L706304-482 10011C0 MOM A 0402/2018 L700C1/P4.4X200%CD MOM A 02/162018 ISSUED FOR 1518CD REVIEW El REV DATE DESCRIPTION BY SE03999A PARKRIDGE - 15215 ='—i52iS`52NDx S. `'--TUI<11LV�(ILA;141 88 r r:Li V L...orU EC 182 18 y of Tukwila )ING DIVISION JURISDICTION APPROVAL STAMP DEPARTMENT FOR LAND USE DEPARTMENT FOR BUILDING 8 CONSTRUCTION SHEET TITLE RF DIAGRAM SHEET NUMBER RF -2 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Site Location TUKWILA ECN NO./ PAGE 1 OF 16 ILE Sheet of REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 1 REV ORIGINATOR DATE REVIEWER DATE CARRIER T -MOBILE SITE ID SE03999A SITE NAME PARKRIDGE-15215 ADDRESS 15215 52 AVE.S. TUKWILA, WA 98188 ENGINEER FLORIN ARSENE, SE REGISTRATION WA 39177 EXPIRATION DATE 10-21-2018 DATE 06-19-2018 __ COLE CO iLIANCE APPROVED DEC 18 2018 ' Digitally signed by Flori Arsene SE City of Tukwila DN: cn=Florin Arsene 5:. BUILDING DIVISION o=APE Inc., ou, email=florin.arsene@apein c.com, c=US Date: 2018.06.19 09:52:39 -07'00' DIS- 6'31+ ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER ECN NO./ PAGE 2 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 1 PROJECT SCOPE The scope of this structural design report is as follows: • REMOVE (3) EXISTING FSMF FROM CABINET • REMOVE (4) EXISTING FBBC FROM CABINET • REMOVE (3) EXISTING (SBNH-1 D65C) ANTENNAS (1 PER SECTOR) • REMOVE (14) EXISTING DIPLEXERS (8 NEAR ANTENNAS, 6 NEAR CABINETS) • REMOVE (2) EXISTING ULTRASITE MIDI CABINETS • REMOVE (3) EXISTING FRBG FROM ANTENNA AREA • RELOCATE (3) EXISTING FHFB TO ANTENNA MOUNT #1 • RELOCATE (3) EXISTING FRIG TO ANTENNA MOUNT #3 • INSTALL (2) NEW FCOA CABINETS • INSTALL (3) NEW (FFHH-65C-R3) ANTENNA (1 PER SECTOR) • INSTALL (3) NEW AHLOA IN ANTENNA AREA • INSTALL (1) NEW AMOB IN CABINET • INSTALL (1) NEW ASIA IN CABINET • INSTALL (3) NEW ABIA IN CABINET ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA ECN NO./ PAGE 3 of 16 Subject STRUCTURAL ANALYSIS OF TAEC S TE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 I 2 SITE CONFIGURATION The new proposed equipment will be mounted on the rooftop of an existing building. ;'+ru«daw SZT 634141.1•1•401070.0. Saw .W..zE:=;"'"'"" 14..111110 411000.1.014.1. 01•0•61,11,0•111a rrMIAMI; .w ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ PAGE 4 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 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 1.471 Si 0.550 SDS 0.981 SD1 0.550 3.2 Wind Basic Wind Speed =110 mph Exposure Type = B ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ PAGE 5 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC S TE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 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. MXWxD: 95.9" x 252 x 9.3' (2437.0 x 640:0 x 235.0 mm) NET WEIGHT_ 127.6 6 (57.9 kg) RF CONNECTOR: (4) 4.3 -10 FEMALE 93- 11 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC S TE SE03999A Sheet ECN NO./ PAGE 6 OF 16 of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 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: 22.05' x 12.13" x 7.44' (WITHOUT BRACKETS) WEIGHT: 83.78 lbs (MOUNTED WEIGHT) PLAN VIEW 7.44' 41, SIDE VIEW FRONT VIEW 4.1.3 Proposed ABIA Baseband NOKIA: AIRSCALE CAPACITY UNIT (ABIA) IMMERSIONS: 142'NE:6 X1.1' WEIGHT: 4.418 s. PROOUCT CODE: 473096A FUNCTIONS: INDOOR CAPACITY EXTENSION PWG IH UNIT. HAS 8 OPTICAL RF INTERFACES UP TO 6 Gbps OBSN OR 4.8 Gbps GPRI. *O -COMPRESSION IS SUPPORTED WITH 3 CPRI LINKS PERSPECTIVE VIEW: PERSPECTIVE VIEW ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ PAGE 7 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC S TE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 4.1.4 Proposed ASIA Baseband NOKIA: AIRSCALE COMMON UNIT (ASIA) DAIENSIONS. WEIGHT: PRODUCT CODE: FUNCTIONS: �• 14.2101.071.7' 0.61 W. 4T3095A INDOOR CO/EUON PLUG N UNIT. INCLUDES TRANSPORT AND CENTRALIZED CONTROL FUNCTIONS FOR SUPPORTED RAD ACCESS TEOLVOLOGOS. _ J moi'%'!! i7._i_1J 1 . 1 l r.► i i 1 i-,,. fl42 MI 4.1.5 Proposed AMOB Baseband NOKIA: AIRSCALE SUBRACK OUTDOOR (AMOB1 DIMENSIONS. WEIGHT: INGRESS PROTECTION OPERATING TEMPERATURE INSTALLATION TEMPERATURE AIRFLOW DIRECTION. CLEARANCES FOR COOLING: COLD START: NORMAL SUPPLY VOLTAGE: INPUT VOLTAGE RANGE: VOLUME: MASS CAPACITY: POWER CONSUMPTION: CONDUIT CABLE ENTRY: FEATURE DESCRIPTION. PERSPECTIVE VIEW 13.W'x1B.irx23AW 50.11 I. (AMOS ENCLOSURE) IP55 -10'C UP TO .55'C (WITHOUT SOLAR RADIATION) .20'• •55'C BACK TO FRONT AIRFLOW DIRECTION SUPPORTED FOR HORIZONTAL (FCOA, 1W RACK. FIE)0 STACK) FRONT TO BACKANFLOW DIRECTION SUPPORTED FOR VERT CAL WALL AND POLE MOUNTING CASE) 40 mm MINIMUM ON TIE BACK AND FRONT MOE .2H FROM 40"C TO -SC. OPTIONAL 2140 HEATER CAN BE ADDED TO MEET NAM REOUIREMENT. COLO START FROM 40'C TO .VC N 1 HOUR INSTEAD OF 2 HOURS. 405 _.57VOC EXTENDED SERVICE VOLTAGE RANGE SUPPORTED 46VDC 10R.5L SUPPORT MAX IBKG INSIDE TYPICAL MAX -205W (ALL FANS AT HIGHEST SPEED), COLO STMT .0000W (HEATER ON 55W • FANS AT LOW SPEED) 2X1.5. 3X1' ON EACH LEFT AND RIGHT SIDE OUTDOOR SLARACK FOR AIRSCALE SYSTEM MODULE INDOOR PLUGN LIARS. HIGH PERFORMANCE HEAT EXCHANGER "ML.' COMPATIBLE WITH FLEX), BTS MECHANICS STACKIPLNTHAYALUPOLEIRACK INSTALLATION. COMPATIBLE WTTH THE 3RD PAR 17 RACKS AHD CABINETS F IT FOLLOWS CLEARANCES AND AIRFLOW REOUHLEMENTS. POSSIBLE TO INSTALL AMOK NIDE FCOA CASNET. SERVICE DOORS ON FRONT AND REAR =ES. A-=718'/1-41. ) POU Cid N_r1Mi-14.1) AS"A+AE'A13U) PERSPECTIVE VIEW eu ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ PAGE 8 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 4.1.6 Proposed FCOA Cabinet FCOA CABINET DWENSLOH$ NAMICT 61'Xa0.Z7L10.T WEIGHT: lel lbs. (FULLYEOUPPED) CABLE. ENTRY: BOTTOM LOCATION "'REFERENCE MANUFACTURER'S SPECIFICATIONS FOR DETAILED EOM:WENT INFORMATION SECURE TO FLOOR =Nat 0 W000: UT's LAG SCREWS TWIN Y YIN. EMBED. CONCRETE (l) IA IA BOLTS 06/19/2018 Lig FRONT WIN REV ORIGINATOR DATE REVIEWER DATE MOE MON Isometric view 7 Front 1550mn (61 91) 000 mm (31.5 in) 1 11 :(3554:12n;Im) 770mm 303 in) mower/ m (29.5 in) (30.3 in) ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ PAGE 9 of 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 0 REV ORIGINATOR DATE REVIEWER DATE Al 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). F _0.4aPSDsWp(1+2h/ P (R\ llgyp) Knowing that these components will be located on the rooftop, we assume z = h. Element Wp z h Fp.rnir, Fp. max Fp [lbs] [feet] [feet] [lbs] (lbs] [lbs] Commscope FFHH-65C-R3 (N) 127.6 31.33 31.33 37.6 200.3 100.1 HBXX-331905-A2M (E) 38.1 31.33 31.33 11.2 59.8 29,9 RRU AHEOA (N) 84 31..33 31.33 24.7 131.8 65.9 FRIG (E) 57.1 31.33 31.33 16.8 89.6 44.8 C©VP(E) 20 31.33 31.33 5.9 31.4 15.7 TMZXX-6516-A2M (E) 36.2 31.33 31.33 10.7 56.8 28.4 FHFB (:E) 48.5 31.33 31.33 14.3 76.1 38.1 4.3 Antennas and RRU Wind Loadings 4.4 Velocity Pressure The wind Toads 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 0612012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A ECN NO./ PAGE 10 of 16 Sheet of REV ORIGINATOR DATE REVIEWER DATE 1 REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 The velocity pressure exposure coefficient KZ is determined for the exposure type B: a=7.0 z9=1200 ft 2 2 KZ=2.01(2)a=2.01(1200)7=0.709 s 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: qz = 0.00256KZKZtKdV21 = 18.68 ftb 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 8 H Ca EPA FA [lbs/ft2] [-] [ft) [ft) [-] [ft2) [lbs] Commoscope FFHH-65C-R3 18.68 1.5 2.10 7.99 1.40 16.8 470.2 HBXX-3319DS-A2M (E) 18.68 1.5 1.85 4.75 1.40 8.8 246.2 RRU AHLOA (N) 18.68 1.5 1.01 1.84 1.20 1.9 52.1 FRIG (E) 18.68 1.5 1.44 1.98 1.20 2.9 79.9 COVP (E) 18.68 1.5 1.57 1.69 1.20 2.7 74.3 TMZXX-6516-A2M (E) 18.68 1.5 1.00 5.00 1.40 5.0 140.1 FHFB (E) 18.68 1.5 1.05 1.92 1.20 2.0 56.5 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 0612012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A ECN NO./ PAGE 11 of 16 Sheet of REV ORIGINATOR DATE REVIEWER DATE ILII REV ORIGINATOR DATE REVIEWER l DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 5 ANTENNA AND RRU'S MOUNT ASSESSMENT 5.1 Element Check We assume that the new Antenna and RRU will be mounted on existing 2" diameter vertical pipes. The vertical pipes are installed on a frame mount, made of L2.5x2.5x4 horizontal rails, L2.5x2.5x4 diagonals, L2x2x4 double angles, and 3" diameter pipes for legs. The frame is fixed on (2) 6x6 wood sleepers. 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: 20 235k ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 062012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA ECN NO./ PAGE 12 OF 16 Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 In this configuration, the 2" diameter vertical pipes are loaded up to 58% of their capacity, the L2.5x2.5x4 horizontal rails are loaded up to 59% of their capacity, L2.5x2.5x4 diagonals are loaded up to 18% of their capacity, L2x2x4 double angles are loaded up to 12% of their capacity, 3" diameter pipes are loaded up to 4% of their capacity and the wood sleepers are loaded up to 12% 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 13 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 6 FCOA Cabinet 6.1 Seismic Loading We consider for all existing elements, the seismic coefficients in accordance with ASCE 7-10 code (Table 13.6-1 Seismic Coefficients for Mechanical and Electrical Components). Seismic coefficients a 1.0 [-] Rp 2.5 [-] Ip 1.0 [-] The seismic force design for each component is determined in accordance with ASCE 7-10 code (Eq. 13.3-1). 0.4aSDSWP F _ F \ 11+2zJ P ( l \gyp/ Knowing that these components are in the equipment area, we assume z=h. Element Wp z h Fp. min Fp. max FP [lbs] [feet] [feet] ]lbs] [lbs] fibs] FCOA Cabinet 807 1 1 2373 1266.7 380.0 ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ECN NO./ PAGE 14 of 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC S TE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 6.2 FCOA Cabinet Assessment The following loading combination is considered: (0.9 ± 0.24s)D + 1.0E We are assuming a minimum distance between the anchorage (lever arm of the weak direction) equal to 25" for the Cabinet. T 380.0 x 31 ((0.9 — 0.2 x 0.981) x 807) — 93.6 lbs anchor = 2 x 25 4 Vanchor = 380.0 4 = 95 lbs We assume that the Cabinet is fixed on existing concrete slab by (4)1/2" Hilti KB -TZ with 2" minimum embedment in concrete. The design tensile strength of (1) 1/2" Hilti KB -TZ with 2" minimum embedment is 3.58 k. The design shear strength of (1) 1/2" Hilti KB -TZ with 2" minimum embedment is 3.57 k. Anchor Bolts for the Battery Cabinet OK. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA ECN NO./ PAGE 15 OF 16 Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 7 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) ECN NO./ PAGE 16 OF 16 ARSENE PROFESSIONAL ENGINEERS INC. CALCULATION SHEET Project 18-TAEC-018 Site Location TUKWILA Subject STRUCTURAL ANALYSIS OF TAEC SITE SE03999A Sheet of REV ORIGINATOR DATE REVIEWER DATE REV ORIGINATOR DATE REVIEWER DATE 0 A.COCOSILA 06/19/2018 F. ARSENE 06/19/2018 8 CONCLUSIONS The existing Antenna and RRU's mounts and anchorages of the new cabinet are adequate to support the existing and proposed equipment in accordance to 2015 International Building Code. ARSENE PROFESSIONAL ENGINEERS INC (CALCULATION SHEET 06/2012) ki City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 11, 2019 Max Kvern 650 South Orcas Street Room 103 Seattle, WA 98108 RE: Request for Extension #1 Permit Number D18-0327 Dear Mr. Kvern, This letter is in response to your written request for an extension to Permit D18-0327. 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. Sincerely, Jazzel Salazar Permit Technician File: Permit No. D18-0327 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov C C' 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 1 max.kvern@taec.net 1 206-434-7019 650 South Orcas Street ttR-103 I Seattle 1 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 Request for Extension # 1 Current E_!2iration Date: 11 Extension request: 'Approv d for f a days Denier' (provide explanation) Signature/Initials /14( RECEIVED CITY OF TUKWILA. MAR 13 2019 PERMIT CENTER 2 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,'018-0328,. t__`D18-0329 c 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 i max.kvern@taec.net 1 206-434-7019 650 South Orcas Street #R-103 1 Seattle 1 WA 98108 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 # 018-0327, 018-0328, 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 # 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 3/1/2019 City of Tukwila Department of Community Development MAX KVERN 650 SOUTH ORCAS STREET #R-103 SEATTLE, WA 98108 RE: Permit Application No. D18-0327 T -MOBILE 15215 52ND AVE S Dear MAX KVERN, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 10/16/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 4/16/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0327 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 c PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0327 PROJECT NAME: T -MOBILE SITE ADDRESS: 15215 52ND AVE S Original Plan Submittal Response to Correction Letter # DATE: 10/16/18 Revision # Revision # before Permit Issued after Permit I. sued DEPARTMENTS: r' PWC Building Division J39 N� to`\& Public Works Am ewe, 10-3o-16 Fire Prevention Structural u M(4 PV 11-\11r1 Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/18/18 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions nDenied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 11/15/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 fl � 11oine Espai Contact Safety & Health Claims & Insurance Washington State Department of Labor & industries Search L&I r\ -"Z Index 11c11> My L&1 Workplace Rights Trades & Licensing BETACOM INCORPORATED Owner or tradesperson Principals BOWE, RANDALL HAMILTON, CHIEF EXECUTIVE OFFICER BOWE, SHALANN DAVIS, MEMBER O'RILLY, MYLES PATRICK, MEMBER HODGES, NATHAN CURTIS, MEMBER Doing business as BETACOM INCORPORATED WA UBI No. 604 295 880 Parent company BETACOM INCORPORATED 9331 E FOWLER AVE THONOTOSASSA, FL 33592 813-986-4922 Business type Corporation Governing persons SHALANN BOWE NATHAN HODGES; MYLES OREILLY; Certifications & Endorsements License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BETACI"828MR Effective — expiration 07/19/2018— 07/19/2020 Bond Ohio Cas Ins Co Bond account no. 32S587699 Received by L&I 07/19/2018 $12,000.00 Effective date 07/11/2018 Expiration date Until Canceled Insurance Liberty Mutual Fire Insurance $1,000,000.00 Policy no. tbsz51292367029 Received by L&I Effective date 01/08/2019 01/01/2019 Help us improve