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HomeMy WebLinkAboutPermit D18-0328 - T-MOBILE - ROOFTOP FACILITY MODIFICATIONST -MOBILE 16400 SOUTHCENTER PKWY BLDG D18-0328 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049021 Permit Number: 16400 SOUTHCENTER PKWY BLDG Project Name: T -MOBILE Issue Date: Permit Expires On: D18-0328 7/23/2019 1/19/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: RADOVICH PROPERTIES LLC 2835 82ND AVE SE STE S 1, MERCER ISLAND, WA, 98040 MAX KVERN 650 SOUTH ORCAS STREET #R-103 , SEATTLE, WA, 98108 BETACOM INCORPORATED 9331 E FOWLER AVE , THONOTOSASSA, FL, 33592 License No: BETACI*828MR Lender: Name: T -MOBILE Address: 19807 NORTH CREEK PARKWAY, BOTHELL, WA, 98011 Phone: (206) 434-7019 Phone: Expiration Date: 7/19/2020 DESCRIPTION OF WORK: T -MOBILE PROPOSES TO MAKE THE FOLLOWING MODIFICATIONS TO THE EXISTING ROOFTOP FACILITY: REPLACE (3 ) ANTENNAS, REMOVE (2) ULTRASITE CABINETS, INSTALL (2) NEW FCOA CABINETS. 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: NO Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $1,029.72 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signat Volumes: Cut: 0 Fill: 0 Number: 0 AJeAsok. Date: -7` /-3-Lc7 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: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: Ensure the installation of a clearly labeled, visible, accessible emergency power off switch that when activated will de -energize all power including battery backup power. 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 510. 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 ei_ow Project No. Date Application Accepted: I 0 -110-f e Date Application Expires: 14 `'1 t, •-,(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.: 2623049021 Site Address: 16400 Southcenter Parkway, Tukwila, WA 98188 Suite Number: N/A Floor: Rooftop Tenant Name: T -Mobile - (Site ID: SE04000B South Center Place) New Tenant: ❑ Yes ..No PROPERTY OWNER Name: Max Kvem Name: Radovich Properties, LLC City: Seattle State: WA Zip: 98108 Address: 2835 82nd Avenue SE, Ste S-1 Email: max.kvem@taec.net City: Mercer Island state: WA Zip: 98040 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: TBD at Issuance Address: Address: 7896 South Highland Drive, STE. 200 City: Cottonwood Height State: UT Zip: 84121 Phone: (602) 616-9283 Fax: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:MpplicationsWoms-Application On Line \2011 Applications\Permmit Application Revised - 8-9-11.docz Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Technology Associates EC, Inc. Architect Name: Joel R. Hartman 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: B.J. Thomas, P.E. Engineer Name: B.J. Thomas Address: 7607 80th Ave NE City: Marysville state: WA Zip: 98270 Phone: (206) 851-1106 Fax: Email: bjthomas@bjthomaspe.comcastbiz.net LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: mit T_ M 419: e Address: k QII bl -1 N Orki 1. CV' +z t Y-" kat ` �' P 0 ` 1 i(L City: a\`LhQ\\ State: vi i1/4 ZiP:1Sd\� Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Existing Building Valuation: $ 11,441,600 Describe the scope of work (please provide detailed information): T -Mobile proposes to make the following modifications to the existing rooftop facility: replace (3) antennas, remove (2) ultrasite cabinets, install (2) new FCOA cabinets. 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? ❑ Yes ▪ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers ❑ Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fornms-Applications On Line \2011 Applications\Pemh 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 2°d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ▪ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers ❑ Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fornms-Applications On Line \2011 Applications\Pemh 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 ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 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 ❑ Non Right-of-way 0 ❑ ...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 ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 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) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 10/15/2018 Print Name: Max Kvern, on behalf of T -Mobile Day Telephone: (206) 434-7019 Mailing Address: 650 South Orcas Street #R-103 Seattle WA 98108 City State Zip H:\ 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 ACCOUNT QUANTITY PermitTRAK PAID $19.06 D18-0328 Address: 16400 SOUTHCENTER PKWY BLDG Apn: 2623049021 $19.06 Credit Card Fee $0.56 Credit Card Fee R000.369.908.00.00 0.00 $0.56 DEVELOPMENT $18.50 WASHINGTON STATE SURCHARGE B640.237.114 TOTAL FEES PAID BY RECEIPT: R18176 0.00 $18.50 $19.06 Date Paid: Tuesday, July 23, 2019 Paid By: DAVID COTNER Pay Method: CREDIT CARD 081615 Printed: Tuesday, July 23, 2019 12:17 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $1,010.66 D18-0328 Address: 16400 SOUTHCENTER PKWY BLDG Apn: 2623049021 $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 8640.237.114 0.00 $6.50 TECHNOLOGY FEE $27.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15637 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 368532 Printed: Tuesday, October 16, 2018 2:04 PM 1 of 1 CR SYSTEMS 0 0 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/23/2019 12:16:38 PM CREDIT CARD SALE VISA CARD NUMBER: **********4146 K TRAN AMOUNT: $19.06 APPROVAL CD: 081615 RECORD #: 000 CLERK ID: kandace Thank you! Customer Copy INSPECTION NO. INSPECTION RECORD Retain a copy with permit be 03z3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 0 Permit Inspection Request Line (206) 438-9350 Project: l kXitLa Type of Inspection: L -M 4( Address: Too 4a1� � � , Date Called: Special Instructions: Dfnted: g-1- 19 a.m. p.m. Requester: ``--__ ,, Phone No: -Z.a CWO "Z20-51 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /7AA Inspector: Date :U 7 ,-2 /G REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ala 03-46 Project: 'T"— Og Itti Type of Inspection: $} 1 ‘0641. i11°4 Address: �t W Date Called: Special ction s: " �., T A (0r 9 v NUL, _ 1 1 1144014 Dat anted: � -6 a.m. p.m. Requester: ,` Phone No: ?y-1 4740 / Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: VIC F C.) ogli4 Date: Clo. - ..170/5 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DO- 03281 =at: TypfIns c ron: • �N,� 1 --b°let.id;6 Ad ress/+y� _. Special Date Called: Instructions: 4 +ate Wanted: M g...2. 20-1 p.m. Requester: ..,-. Javte Phone- _._-7 a2 -2939 Approved per applicable codes. Correction re)auired prior to approval. COMMENTS: FJ4b4L Ai4 (v Rnasc._ Zrzutc ffewilP gaol iszympfee aw.v J' I &Cid See -4 / istrecle/ ge/A,e6 e. for Ir6prieber97 ined' //leehriS, e:34411+ Inspector` n Date: sp. 2-2.61 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. T • •Mobile• SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 [ISSUED FOR: BUILDING PERMIT REVISION HISTORY: CNK NOTfy � bBY: 1 0002 vicirvtL) FILE Permit No.J s �I C C6 Technology`'' Associates C APPROVED Plan review approval is subject to errors ano omissions Approval of construction aocuments does not authJriZe the violation of any adopted code Or ordinance Receipt of approv d F:e!d Copy and conditions K ledge - By. T ■ ■ RECEIVED CITY OF TUKWILA ■ OCT 16 2018 Date: 1 -a3-Q,1 14 PERMIT CENTER C1tYofTuI BUILDING DIVISft)VISi N SOUTH CENTER PLACE SEPARATE PERMIT 16400 SOUTHCENTER PARKWAY b18. 03 t� R QUIRED FOR: TUKWILA, WA 98188 Mechanical A Electrical LE> Plumbing SITE NSEO4000B RFDS: VER: R3.4 Gas Piping City of Tukwila LATITUDE 47° 27' 19.0" N (47.455278) LONGITUDE 122° 15' 42.0" W (122.261667) BUILDING DIVISION GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWING INDEX +NK 0. f FROM T -MOBILE BOTHELL 4 OFFICE: PROPERTY RADOVICH PROPERTIES, LLC REMOVE ALL LOWBAND ANTENNAS (3). KEEP T-1 TITLE SHEET & PROJECT DATA lKNk R�Gnond 0 MINOR REV PER SA OWNER: 2835 82ND AVENUE SE, SES -1 EXISTING 1 QUADS PER SECTOR FOR A,B & C G-1 GENERAL NOTES ;i 1. DEPART NORTH CREEK PKWY TOWARD NORTH MERCER ISLAND, WA 98040 ADD 1 OCTOPORT (COMMSCOPE - FFHH-65C-R3) ON A-1 OVERALL SITE PLAN . crw^r. Hm B+dgr CREEK TRAIL 0.3 MI 2. TURN RIGHT ONTO NE 195TH ST 0.3 MI ALPHA, BETA AND GAMMA ONLY. REPLACE 3 FRLB WITH 3 AHLOA ANTENNA). A-1.1 EXISTING ENLARGED SITE PLAN x ) Seattle B 'levee Lnwnw •t, 3. TAKE RAMP LEFT FOR 1-405 SOUTH TOWARD (CENTER NO COVP SWAP. ADD 2 AMOB, 2 ASIA AND 4 ABIA. A-1.2 PROPOSED ENLARGED SITE PLAN . w '` i �`.':£ G9C'`Y RENTON 24.1 MI 4. TAKE RAMP RIGHT FOR 1-5 NORTH TOWARD PROJECT TAEC MANAGER: TJ ELWELL REMOVE 4 LTE FSMFS AND4 FBBA/FBBCS. KEEP SYSTEM MODULES FOR UMTS/GSM A-2 EXISTING SITE ELEVATION A-2 PROPOSED SITE ELEVATION lskTwton wadi •i, Fatc.o., ti,5. SOUTHCENTER BLVD & MALL 0.4 MI 650 SOUTH ORCAS ST #R-103 REPLACE (2) ULTRASITE CABINETS W/ (2) FCOAS FOR A-3 BTS EQUIPMENT SHEET x 4.a V ro•<O,en,„,., ,. 117.2112.`"'N,Sic. TURN RIGHT ONTO SOUTHCENTER BLVD 0.3 MI 6. TURN RIGHT ONTO 61STAVE S 0.1 MI SEATTLE, WA 98108 AMOB INSTALL A-4 GENERAL DETAILS i,. 7. TURN RIGHT ONTO SOUTHCENTER PKWY 0.6 MI PHONE: 206-819-4727 PROJ ECT INFORMATION A-5 GENERAL DETAILS p"r"'w East ° „,5..M. tj � �@taec net THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT E-1 ELECTRICAL GROUNDING PLAN ri, ARRIVE AT 16400 SOUTHCENTER PKWY, SEATTLE, CONSTRUCTION TAEC AND WILL BE USED FOR THE TRANSMISSION OF E-2 ELECTRICAL GROUNDING DETAILS 'Yk �� WA 98188 MANAGER: JOHN SPALLUZZI RADIO SIGNALS FOR THE PURPOSE OF PROVIDING RF -1 RF DETAILS ..s o,� 16400 Seuthantr an K Seine* WA MU 650 SOUTH ORCAS ST #R-103 PUBLIC RF -2 RF DETAILS ' "" SEATTLE, WA 98108 T -MOBILE CERTIFIES ES THAT THIS TELEPHONE ,. u. :den N PHONE: (425) 749 6001 EQUIPMENT FACILITY WILL BE SERVICED ONLY BY sw..^: w+wy ZONING INFORMATION iohn.spallu221@taec.net T -MOBILE EMPLOYEES AND THE WORK ASSOCIATED 5. Ht. a np:en SITE NUMBER SE04000B WITH ANY EQUIPMENT CANNOT BE PERFORMED BY REVISIONS "��' �; SITE NAME: SOUTH CENTER PLACE SITE TAEC ACQUISITION: LESLIE GIBSON HANDICAPPED PERSONS. THIS FACILITY WILL BE t ?tWM / e�.w our 4,164441eNt T 1e J SITE ADRESS: 16400 SOUTHCENTER PARKWAY 650 SOUTH ORCAS ST #R-103 FREQUENTED ONLY BY SERVICE PERSONNEL FOR No changes shall be mode to the � ro. I TUKWILA, WA 98188 SEATTLE, WA 98108 REPAIR PURPOSES. PURSUANT TO THE AMERICANS scope Tacoma M nc� `"•"'w" PARCEL #: 2623049021 PHONE: (206) 276-8607WITH DISABILITIES ACT (ADA), APPENDIXBSECTION 4.11. THIS FACILITY IS EXEMPT FROM THAT of wou wltnout prior approval of the ;,,t,_ .--.-�;, E,Q,trOOe CURRENT ZONING: TUC lesMe.gibson@taec.net (5)(b), ACT. Tukwila Building Division. g K P4f4 Pow.. �_, ^;--•c.. c..a,,. JURISDICTION: CITY OF TUKWILA ZONING: TAEC_ NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT NOTE: Revlslons will reaulre a new clMAX an „,",a,• ,. GOV CODE: 2015IBC, STANDARDS 8AI 0ENTS.WAcslbO THIS WATER VICINITY MAP BUILDING TYPE: - 650 SOUTHORCASST#R-103 NO WASTE OR SOLID WASTE WILL BE submittal and may Include additional plan review. s SEATTLE, WA 98108 GENERATED AT THIS LOCATION. i w''°'-^ 4 v w.w., w t SITE TYPE: UNSTAFFED TELECOMM FACILITY PHONE: (206) 434-7019 T -MOBILE MAINTENANCE CREW (ONE PERSON) WILL P.--0,,-- 4 ,t UTILITY PURVEYOR MAKE AN AVERAGE OF ONE TRIP PER MONTH ATONE _ q POWER COMPANY: N/A HOUR PER TRIP. IS4, RF ENGINEER: T -MOBILE ALDRIN DIMABAYAO CODE COMPLIANCE l�[ kw 0, TELCO COMPANY: N/A 19807 NORTH CREEK PKWY N ALL WORK AND MATERIALS SHALL BE PERFORMED APPROVAL/SIGN OFF OF CONST DRAWINGS ~Aoki .,,4.....-44 . a r .,,a,,..,... 4,-,4,or n BOTHELL, WA 98011 AND INSTALLED IN ACCORDANCE WITH THE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH ; e -.....-,.w.... w LEGAL DESCRIPTION CURRENT EDITIONS OF THE FOLLOWING CODES AS REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. 1,00 Mt,. ABBREVIATED PER ASSESSOR RECORDS. ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. CONSULTANT GROUP SIGN OFF V „ 3 ��, ' : 2. .„LANDLORD'S CONSULTING B.J. THOMAS, P.E... NOTHING ON THESE PLANS IS TO BE CONSTRUCTED REPRESENTATIVE: DATE: • «i. 1 -, PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT ENGINEER 7607 80TH AVE NE TO PERMIT WORK NOT CONFORMING TO THESE CODES: CONSTRUCTION MANAGER DATE: #77-51-55 AKA BLA #3-79 REC #7904180861 SD PLAT MARYSVILLE, WA 98270 2015 IBC, STANDARDS & AMENDMENTS, WAC 51-50 CONSTRUCTION PROJECT MANAGER DATE: O ',le ,11 DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL PHONE: 206-851-1106 bjthomas@bjthomaspe.comcastb¢.net 2015 IMC, STANDARDS & AMENDMENTS, WAC 51-52 PROJECT MANAGER DATE: I 16400 Southeantw INTSN OF C/L'S OF SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BLVD 5 164TH ST TH S 8-45-5 E 2015 IFC, STANDARDS & AMENDMENTS, WAC 51-54 SITE ACQUISITION: DATE: Pkwy, Sonde. NA 951U 2015 NFPA 54 - NATIONAL FUEL GAS CODE ZONING: DATE: *. -•h Ti/kNY10 Fbtl d 325.05 FT TH S 0-25-58 E 30 FT TO AN INTSN WITH S MGN SD STRANDER BLVD & TPOB TH CONTG S (PROPANE INSTALLATIONS ONLY) 2014 NFPA 58 LIQUEFIED PETROLEUM GAS CODE RF ENGINEER DATE: 115 a..w• Ileaw ' yfro„* .,2015 0-25-58 E 200 FT TH S 89-45-58 E 350 FT TH S 0-25.58 E 1093.20 FT TH N 89-43-19 W 626.31 FT TO E MGN SOUTHCENTER PARKWAY TH N 0-57-48 W 1241.85 FT TO A PT OF CURVE TH NLY & ELY ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A 91-115079.53 FT TO S - (PROPANE INSTALLATIONS ONLY) INTERNATIONAL FIRE CODE 2015 UPC, STANDARDS & AMENDMENTS, WAC 5156, J �.r �+ CALL TWO WORKING DAYS BEFORE YOU DIG 811 NATIONAL UTILITIES UNDERGROUND LOCATE LJ F MGN STRANDER BLVD TH S 89-45-58 E 237.72 FT TO TPOB LESS POR OF SO PAR 1 FOR ST UNDER REC NO 831 250922 LESS RD PER SUP COURT #09-2-19459-9 2017 NATIONAL ELECTRICAL CODEPRECAUTION 2012 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES ANSI / TIA / EIA -222-G NFPA-101 - LIFE SAFETY CODE SAFETY E IMPLEMENTED BY SHALL ELECTRIC - RED TEUCATV -ORANGE BESEWER - GREEN PROPOSED - WHITE ALL TRENCHING IN ACCORDANCE GAS/OIL-YELLOW WATER - BLUE WITH CURRENT OSHA STANDARDS SURVEY - PINK T • •Mobile• SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 [ISSUED FOR: BUILDING PERMIT REVISION HISTORY: CNK NOTfy � bBY: 1 0002 vicirvtL) I -UI-< C APPROVED :VPLIANCE DEC 18 2018 PO City f-112- L)C i3 4 of X11 Tukwila BR / V \ 5/29/2018 MINOR REV PER SA BJT / ` \ 5/7/2018 REVISED PER REDLINES BIT /1\ 3/28/2018 ISSUED DESIGN REVIEW BJT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CNK. BY: JL BJ -LICENSURE: -DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 1S PROPRIETARY BY NAME ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE• TITLE SHEET T1 GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, T -MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEER'S SIGNED WET STAMP. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T -MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTORS EXPENSE. 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T -MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. ABBREVIATIONS AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ALUM ALUMINUM ANCHOR BOLT ANGLE ARCH ARCHITECTURAL BTS BASE TRANSMISSION SYSTEM BLDG BUILDING BM BEAM BOT BOTTOM B.O. BOTTOM OF BOC BOTTOM OF CONCRETE BOS BOTTOM OF STEEL CONTROL JOINT CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CTR CENTER DIA/0 DIAMETER DTL DETAIL EXISTING EA EACH EXPANSION JOINT ELEC ELECTRIC/ELECTRICAL ELEVATION EQ EQUAL EW EACH WAY EXP EXPANSION EXT EXTERIOR FLOOR DRAIN FIN FINISH FIN FLR FINISH FLOOR FLR FLOOR FTG FOOTING GA GAUGE GALV GALVANIZED GYP GYPSUM GB GYPSUM BOARD HM HOLLOW METAL HOR HORIZONTAL HR HOUR HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING INSUL INSULATION INT INTERIOR LEGENDS & SYMBOLS CHAIN LINK FENCE CEDAR FENCE POWER TELCO POWER/TELCO COAX OVERHEAD POWER CENTERLINE REVISION BUG ELEVATION VIEW BUG ELEVATION VIEW BUG DETAIL BUG SECTION BUG JT LAM LAMINATED LF LINEAL FOOT MANUF MANUFACTURER MAX MAXIMUM MECH MECHANICAL MH MANHOLE MM MILLIMETER MIN MINIMUM MISC MISCELLANEOUS MPH MILES PER HOUR MTL METAL NO NICM NOT NOMINAL IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OPNG OPENING OPP OPPOSITE (P PROPOSED S PEASE NAL COMMUNICATION SYSTEM POUTPSI PR NDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PT PRESSURE TREATED RAD RADIUS RD ROOF DRAIN REINF REINFORCED/REINFORCING REQ'D REQUIRED RM ROOM R/W RIGHT OF WAY SCHED SCHEDULE SECT SECTION SF SQUARE FOOT SIM SIMILAR SQ FT SQUARE FOOT SS STAINLESS STEEL STD STANDARD STL STEEL STRUC STRUCTURAL TEMP TEMPORARY THK THICK T.O. TOP OF TOS TOP OF STEEL TOC TOP OF CONCRETE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT VERTICAL W/ WITH WWM WELDED WIRE MESH x — p — P — P — P - - T — T —T — T - - P — T — P — T - - COAX — COM — COAX 011 011 011 DETAIL NUMBER 4110E P — P — P — P — T — T — T — T — P — T — P — T - - COAX — COAX — OH 011 SHEET NUMBER TOP OF )0XXX oik XXX' -X" AGL DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER T--Mobile- =PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR. CBUILDING PERMIT ....BEWSIOH,HHISXOR NREW-PAIFifW-GAR CHIC in.: CODE COMPLIANCE APPROVED DEC 18 2018 City of Tukwila BUILDING DIVISION S\ / ' \ 7/17/2018 REVISED BTS CABINETS BJT A5/29/2018 MINOR REV PER SA BJT A5/72018 REVISED PER REDLINES BJT /.I \ 3/28/2018 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHK. BY: JL BJ —LICENSURE: , . T 110,ti 0 6: WAsNi ,j' 37041 ,. ,VG/STt*ti° 4,.Sy ,UNE 1+�C =DRAWING INFORMATION: 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE GENERAL NOTES DRAWING NUMBER: roi SOUTHCENTER PARKWAY 0 �I al I I I I 1 1 I I I $(1') 62,43 PROPERTY LINE 273.72' PARCEL NUMBER: 2623049021 ZONING: TUC STRANDER BLVD (E) T -MOBILE BTS CABINETS MOUNTED ON BUILDING ROOFTOP (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) PROPERTY LINE 279.01' W z J -1 74. 0 a 0 T -MOBILE ANTENNAS MOUNTED ON (E) PENTHOUSE (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) OVERALL SITE PLAN 22x34 SCALE: 1" = 20' 11x17 SCALE: 1" = 40' 20' 9 10' 29' 40' RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER LEGAL DESCRIPTION ABBREVIATED PER ASSESSOR RECORDS. PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT #77-51-55 AKA BLA #3-79 REC #7904180861 SD PLAT DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL INTSN OF C/L'S OF SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BLVD S 164TH ST TH S 8-45-5 E 325.05 FT TH S 0-25-58 E 30 FT TO AN INTSN WITH S MGN SD STRANDER BLVD & TPOB TH CONTG S 0-25-58 E 200 FT TH S 89-45-58 E 350 FT TH S 0-25-58 E 1093.20 FT TH N 89-43-19 W 626.31 FT TO E MGN SOUTHCENTER PARKWAY TH N 0-57-48 W 1241.85 FT TO A PT OF CURVE TH NLY & ELY ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A 91-11-50 79.53 FT TO S MGN STRANDER BLVD TH S 89-45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO 8310250922 LESS RD PER SUP COURT#09-2-19459-9 KNT T--Mobile- -PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR: BUILDING PERMIT •— tea._ _REV I a HISTORY:_ ICV OL)c sE ciip, i;P R GjviPLIANCE CMG BY: AP'ROVED DEI 182018 City • f Tukwila A\ ///4\ 7/17/2018 REVISED BTS CABINETS BJT /3\ !/ 5/29/2018 MINOR REV PER SA BJT ` \ 5/72018 REVISED PER REDLINES BJT /' \ 3/28/2018 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851-1106 —DRAWN BY: CHK. BY: JL BJ —LICENSURE: ,TH04� 'or \V41 s ti 71,41 �R� /STL\tty , 95&)k\L 5r =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH 15 RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE OVERALL SITE PLAN —DRAWING NUMBER: Al 1--\.___(E) BUILDING ROOFTOP NOTE: (E) (3) HYBRID CABLES ROUTED FROM (E) COVP'S @ BTS EQUIPMENT TO COVP'S ON TOP OF PENTHOUSE. (E) (16) 7/8" COAX CABLES ROUTED W/ COVP'S. (E) (6) DIPLEXERS (2 PER SECTOR) MOUNTED ON BACK OF BTS CABINETS (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (ZETA SECTOR: 340° AZIMUTH) (E) T -MOBILE #DBXNH-6565B-A2M ANTENNA MOUNTED ON (E) PIPE MAST (GAMMA SECTOR: 310° AZIMUTH) (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (GAMMA SECTOR: 280° AZIMUTH) (E) (3) COVP'S MOUNTED ON BACK OF (E) BTS CABINETS (E) T -MOBILE BTS CABINETS (E) (2) FRIG, (2) FHFB, (1) FRLB & (8) DIPLEXERS MOUNTED ON (E) UNISTRUT FRAME (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF �(E) BUILDING ROOFTOP (E) (1) FRIJ, (1) FHFB & (4) DIPLEXERS MOUNTED BEHIND ANTENNA ON (E) PIPE MAST (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) (4) DIPLEXERS #ECC1920_PVUB, (1) FHFB & (1) FRIG MOUNTED ON ANTENNA PIPE MAST (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (ALPHA SECTOR: 100° AZIMUTH) (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) (1) T -MOBILE ANTENNA #DBXNH-65658-A2M & MOUNTED ON PIPE MAST (ALPHA SECTOR: 130° AZIMUTH) (E) (1) FRLB MOUNTED BEHIND ANTENNA (E) (1) FRIG MOUNTED BEHIND ANTENNA (E) (4) DIPLEXERS #ECC1920_PVUB MOUNTED ON ANTENNA PIPE MAST -,(E) (1) T -MOBILE ANTENNA#HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (EPSILON SECTOR: 250° AZIMUTH) (E) (1) FRIJ, (1) FHFB & (4) DIPLEXERS MOUNTED BEHIND ANTENNA ON (E) PIPE MAST (E) (1) T -MOBILE ANTENNA#HBXX-3319DS-A2M MOUNTED ON (E) PIPE MAST (DELTA SECTOR: 160° AZIMUTH) (E) (1) FHFB MOUNTED BEHIND ANTENNA (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF (E) (1) FRLB MOUNTED BEHIND(E)ANTENNA (E) (1) T -MOBILE ANTENNA#HBXX-3319DS-A2M MOUNTED ON (E) PIPE MAST (BETA SECTOR: 190° AZIMUTH) (E) (1) T -MOBILE ANTENNA#DBXNH-6565B-A2M MOUNTED ON (E) ANTENNA PIPE MAST (BETA SECTOR: 220° AZIMUTH) �(E) BUILDING ROOFTOP RECEIVED CITY OF TUKWIL-A OCT 16 2018 PERMIT CENTER EXISTING ENLARGED SITE PLAN 22x34 SCALE: 318" = 1' 11x17 SCALE: 3/16" = 1' T--Mobile- =PROJECT INFORMATION. SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 =ISSUED FOR: ""---• _ BW'L-DING-PEAMI1 F \Jer.:r. cZ e,,n o `� rriqS�IOt/°+I4�IISeeTCRY: �``� u Ted O a RIP& WJ C E er APPROVED DEC 18 2018 City of Tukwila 3UILDING DIVISION / ' \ 7/17/2018 REVISED BTS CABINETS BJT " \ 5/29/2018 MINOR REV PER SA BJT ` \ 5/72018 REVISED PER REDLINES BJT /' \ 3/28/2018 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 —DRAWN BY: CHK. BY: JI. BJ LLICENSURE: , T11 0 A ., Ot 1V4,y'1'y J. 7041 R =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE - EXISTING ENLARGED SITE PLAN DRAWING NUMBER: A 1 1 'NOTE: ANTENNA AND APPURTENANCE ANCHORAGE: IN GENERAL, THE APPURTENANCES SHALL MOUNT TO 3" XS PIPES (3.5" O.D.) CONNECTED TO EXISTING BRACKETS THAT ARE BOLTED TO THE FACE OF THE CONCRETE WALL. THE APPURTENANCES AT THE NORTH EAST CORNER OF THE PENTHOUSE SHALL MOUNT TO 4" STANDARD PIPES. ATTACH THE APPURTENANCES TO THE PIPE MOUNTS WITH THE MOUNTING HARDWARE PROVIDED BY THE MANUFACTURER AND IN ACCORDANCE WITH THEIR INSTALLATION INSTRUCTIONS. SEE STRUCTURAL REPORT BY CG ENGINEERING DATED 5-25-2018 FOR ADDITIONAL DETAILS. (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (ZETA SECTOR: 340° AZIMUTH) (E) T -MOBILE #DBXNH-65658-A2M ANTENNA TO BE REPLACED W/ (P) (1) #FFHH-65C-R3 ANTENNA & MOUNTED ON (P) 4"STD PIPE MAST (GAMMA SECTOR: 310° AZIMUTH) (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (GAMMA SECTOR: 280° AZIMUTH) �(E) BUILDING ROOFTOP NOTE: (E) (3) HYBRID CABLES ROUTED FROM (E) COVP'S @ BTS EQUIPMENT TO COVP'S ON TOP OF PENTHOUSE. (E) (16) 7/8" COAX CABLES ROUTED W/ COWS. (E) (6) DIPLEXERS (2 PER SECTOR) MOUNTED BELOW COVP'S ON BACK OF BTS CABINETS (E) (3) COVP'S MOUNTED ON BACK OF (E) BTS CABINETS (P) (6) DIPLEXERS (2 PER SECTOR) MOUNTED ON (E) UNISTRUT REPLACE (E) (2) ULTRASIIE CABINETS W/ (P) (2) FCOA CABINETS (SEE SHT. A-3 FOR CABINET DETAILS) ADD 1 AMOB ADD 1 AMOB, 2 ASIA AND 4ABIA REMOVE 4 LTE FSMFS AND 4 FBBA/FBBCS. KEEP SYSTEM MODULES FOR UMTS/GSM (E) T -MOBILE BTS CABINETS (P) (1) AHLOA, (E) (2) FRIG, (2) FHFB, & (8) DIPLEXERS MOUNTED ON (E) UNISTRUT FRAME (REMOVE (1) FRLB) (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF �(E) BUILDING ROOFTOP (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF (E) (1) FRIJ, (1) FHFB & (4) DIPLEXERS MOUNTED BEHIND ANTENNA ON (E) PIPE MAST (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) (4) DIPLEXERS #ECC1920_PVUB, (1) FHFB & (1) FRIG MOUNTED ON ANTENNA PIPE MAST (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (ALPHA SECTOR: 100° AZIMUTH) (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) T -MOBILE #DBXNH-65658-A2MANTENNA TO BE REPLACED W/ (P) (1) #FFHH-65C-R3 ANTENNA & MOUNTED ON (P) 3' XS (3.5" OD) (ALPHA SECTOR: 130° AZIMUTH) (E) (1) FRLB TO BE REPLACED W/ (P) (1) AHLOA & MOUNTED BEHIND (P) ANTENNA (E) (1) FRIG MOUNTED BEHIND ANTENNA (E) (4) DIPLEXERS #ECC1920_PVUB MOUNTED ON ANTENNA PIPE MAST (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF �{E) (1) T -MOBILE ANTENNA#HBXX-3319DS-A2M / ANTENNA MOUNTED ON (E) PIPE MAST (EPSILON SECTOR: 250° AZIMUTH) (E) (1) FRIJ, (1) FHFB & (4) DIPLEXERS MOUNTED -BEHIND ANTENNA ON -(E) PIPE MAST (E) (1) T -MOBILE ANTENNA#HBXX-3319DS-A2M MOUNTED ON (E) PIPE MAST (DELTA SECTOR: 160° AZIMUTH) (E) (1) FHFB MOUNTED BEHIND ANTENNA (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF (E) (1) FRLB TO BE REPLACED W/(P) (1)AHLOA & MOUNTED BEHIND (P) ANTENNA -(E) (1) T -MOBILE ANTENNA#HBXX-3319DS-A2M MOUNTED ON (E) PIPE MAST (BETA SECTOR: 220° AZIMUTH) (E) T -MOBILE #DBXNH-6565B,A2M ANTENNA TO BE REPLACED W/ (P) (1) #FFHH-65C-R3 ANTENNA & MOUNTED ON (P) 3' XS (3.5" OD) PIPE MAST (BETA SECTOR: 190° AZIMUTH) �(E) BUILDING ROOFTOP RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER PROPOSED ENLARGED SITE PLAN 22x34 SCALE: 3/8" = 1' 11x17 SCALE: 3/16" = 1' T • •Mobile• =PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: 910."'""VAT®®ES ""a"•.ii Ic11I019Gi: CHK BY: i'.\ P1dI1Re.■ - 1U 111111- ■ i. % i1111111111111111 .■ IP10/111.1.1 :e,IIN11\fI •ti .■ .■ �A_��L'1ll7ET.R.�l7R•.fww!1r Y\- ice, BJT A5/29/2018 MINOR REV PER SA BJT A5/72018 REVISED PER REDLINES BJT / \ 328/2018 ISSUED DESIGN REVIEW BJT PREPARED _PLANS BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHK. BY: JL BJ —LICENSURE: T H Ok 71 Q\: \U/SF/I S fS1'llyN /O Sk1ML \.NC. =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE. PROPOSED ENLARGED SITE PLAN [ DRAWING NUMBER: A 1 2 WTOP OF ROOF 62'-9" (62.8') AGL (E) T -MOBILE #DBXNH-6565B-A2M ANTENNA & #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (GAMMA SECTOR) (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (ZETA SECTOR) TOP OF T -MOBILE ANTENNAS 81'-3" AGL T -MOBILE RAD CENTER 77'-3" & 78'-11" AGL tit TOP OF PENTHOUSE 73'-0" AGL (E) T -MOBILE BTS CABINETS_ J$ ALPHA SECTOR: EXISTING (1) #HBXX-3319DS-A2M ANTENNA & (1) #DBXNH-6565B-A2M ANTENNA MOUNTED ON PIPE MAST. (BEYOND) (NOT SEEN IN THIS VIEW) (E) T -MOBILE #HB)0(-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (DELTA SECTOR) (E) T -MOBILE ANTENNA #HBXX-3319DS-A2M MOUNTED ON PIPE MAST (BETA SECTOR) f(E) T -MOBILE #HBXX-33190S-A2M ANTENNA MOUNTED ON (E) PIPE MAST (EPSILON SECTOR) TOWER TOP EQUIPMENT/ANTENNA COUNT: (E) (1) HBXX-3319DS-A2M ANTENNA -ALPHA (E) (1) DBXNH-65658-A2M ANTENNA -ALPHA (E) (1) HBXX-3319DS-A2M ANTENNA -DELTA (E) (1) DBXNH-6565B-A2M ANTENNA -BETA (E) (1) HBXX-3319DS-A2M ANTENNA -BETA (E) (1) HBXX-3319DS-A2M ANTENNA- EPSILON (E) (1) HBXX-3319DS-A2M ANTENNA -GAMMA (E) (1) DBXNH-6565B-A2M ANTENNA -GAMMA (E) (1) HBXX-3319DS-A2M ANTENNA -ZETA (6) COVP'S (3 NEAR ANTENNAS, 3 NEAR CABINETS) (E) (4) FRIG'S (E) (2) FRIJ'S (E) (6) FHFB'S (E) (3) FRLB'S (E) (24) DIPLEXERS (E) (3) STYLE 3C TMA'S 1 EXISTING NORTHWEST ELEVATION SCALE: NTS RECEIVED CITY OF TUKWILA DCI' -16-2018 PERMIT CENTER B •T • •Mobile• =PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: .- elle .-No,,,, .. ^-DATE r ,DESCRIP1IO11: BY: MEER ME Imo\ ■� ■--.-■ MI 18 1 1818 �■ frAPINSRAM IMMIMMEI -■ r///Q��l, 7/172 018 .fI1.i3i1i.171./I1I i1 I BJT /"\ ///�\\ 5/29/2018 MINOR REV PER SA BJT 5/72018 REVISED PER REDLINES BJT / \ 3/28/2018 ISSUED DESIGN REVIEW BJT —PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHK. BY: JL BJ —LICENSURE: ,THo4 evgi 7011 y�FF:'T.IS TIV. SSk1N\L 1:4G =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE. SITE ELEVATION DRAWING NUMBER: A 2 'NOTE: ANTENNA AND APPURTENANCE ANCHORAGE: IN GENERAL, THE APPURTENANCES SHALL MOUNT TO 3" XS PIPES (3.5" O.D.) CONNECTED TO EXISTING BRACKETS THAT ARE BOLTED TO THE FACE OF THE CONCRETE WALL. THE APPURTENANCES AT THE NORTH EAST CORNER OF THE PENTHOUSE SHALL MOUNT TO 4" STANDARD PIPES. ATTACH THE APPURTENANCES TO THE PIPE MOUNTS WITH THE MOUNTING HARDWARE PROVIDED BY THE MANUFACTURER AND IN ACCORDANCE WITH THEIR INSTALLATION INSTRUCTIONS. SEE STRUCTURAL REPORT BY CG ENGINEERING DATED 5-25-2018 FOR ADDITIONAL DETAILS. (E) T -MOBILE #DBXNH-6565B-A2M ANTENNA TO BE REPLACED W/ (P) (1) #FFHH-65C-R3 ANTENNA & (E) (1) #HBXX-3319DS-A2M ANTENNA MOUNTED ON (P) 4" STD PIPE MASTS (GAMMA SECTOR) (E) T -MOBILE BTS CABINETS ((E) (2) ULTRASITE CABINETS REPLACED W/ (P) (2) FCOA CABINETS) TOP OF ROOF 62'-9" (62.8) AGL (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (ZETA SECTOR) TOP OF T -MOBILE ANTENNAS 81'-3"AGL T -MOBILE RAD CENTER 77'-3" & 78'-11" AGL iiph TOP OF PENTHOUSE 73'-0" AGL ALPHA SECTOR: EXISTING (1) #HBXX-3319DS-A2M ANTENNA& (E) T -MOBILE #DBXNH-6565B-A2M ANTENNA TO BE REPLACED W/ (P) (1) #FFHH-65C-R3 ANTENNA & MOUNTED ON PIPE MAST. (BEYOND) (NOT SEEN IN THIS VIEW) (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (DELTA SECTOR) (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (BETA SECTOR) (E) T -MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (EPSILON SECTOR) (E) T -MOBILE #DBXNH-6565B-A2M ANTENNA TO BE REPLACED W/ (P) (1) #FFHH-65C-R3 ANTENNA & MOUNTED ON (P) 7 XS as- OD) PIPE MAST (BETA SECTOR) TOWER TOP EQUIPMENT/ANTENNA COUNT: (E) (1) HBXX-3319DS-A2M ANTENNA -ALPHA (P) (1) FFHH-65C-R3 ANTENNA -ALPHA (E) (1) HBXX-3319DS-A2M ANTENNA -DELTA (P) (1) FFHH-65C-R3 ANTENNA -BETA (E) (1) HBXX-3319DS-A2M ANTENNA -BETA (E) (1) HBXX-3319DS-A2M ANTENNA- EPSILON (E) (1) HBXX-3319DS-A2M ANTENNA -GAMMA (P) (1) FFHH-65C-R3 ANTENNA -GAMMA (E) (1) HBXX-3319DS-A2M ANTENNA -ZETA (6) COVP'S (3 NEAR ANTENNAS, 3 NEAR CABINETS) (E) (4) FRIG'S (E) (2) FRIJ'S (E) (6) FHFB'S (P) (3) AHLOA (E) (24) DIPLEXERS (E) (3) STYLE 3C TMA'S 02. 11 PROPOSED NORTHWEST ELEVATION SCALE: NTS RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER T --Mobile- =PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 =ISSUED FOR: BUILDING PERMIT =REVISIOC� \/ N1,HISTORY. � + L(',a CHIC OD CC°.1`?LIANCE APPKOVLD DEC 18 2018 C'ty of Tukwila IU/ILD1NG DIVISION / 7/17/2018 REVISED BTS CABINETS BJT /^4�\ / V \ 529/2018 MINOR REV PER SA BJT / ` \ 5/72018 REVISED PER REDLINES BJT /, \ 3/28/2018 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 -DRAWN BY: CHK. BY: JL BJ -LICENSURE. T II 04f QOr Ms Os, (ft) ZR41 /' , SS/UN\L ) =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE - SITE ELEVATION -DRAWING NUMBER: A 2 1 30" 64" 60" OVERALL HEIGHT FRONT 4" - ELEVATION / 30" 64" 60" OVERALL HEIGHT SIDE 4" - ELEVATION FCOA DIMENSIONS T - -Mobile- HEIGHT: 60" =PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 18400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: CHK ..,. N01 .,,DATE:-P-yW. DES¢RIP ON: BY: E ilMMlitirMINMill -■ EMI ErgEMIIII IIII�—.■ 1 ■ ■ _ * 81b:MNYr�� v4y7:l:f..Y.la:ll;laf. MIMIME .■ BJT A 5/29/2018 MINOR REV PER SA BJT A5/7/2018 REVISED PER REDLINES BJT / \ 328/2018 ISSUED DESIGNREVIEW BJT PREPARED BY: _PLANS B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN CHK. BY: BY: JL BJ —LICENSURE: 1 T /1O4 or 1vrto q.r I y q3704) 9 `r / %/STC".RK' =DRAWING INFORMATION. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE BTS EQUIPMENT DETAILS —DRAWING NUMBER: A 3 30" 64" 60" OVERALL HEIGHT FRONT 4" - ELEVATION / 30" 64" 60" OVERALL HEIGHT SIDE 4" - ELEVATION FCOA DIMENSIONS MANUFACTURER: NOKIA SIEMENS HEIGHT: 60" DEPTH: 30" WIDTH: 30" MAXIMUM CABINET WEIGHT (WITH MODULES) 300± LBS 30" TOP VIEW 30" NOKIA SIEMENS FLEXI FCOA SPECIFICATION SCALE: NTS 30" 1 30" CABINET MOUNTING PLINTH RECEIVED CITY OF TUKWILA OCT 16 2o18 PERMIT CENTER C B MANUFACTURER: MODEL: DIMENSION (HxWxD) WEIGHT: NOKIA ABIA AIR SCALE 1.9" x 8.3" x 14.8" 4.63 LBS 0 ABIA DETAIL SCALE: NTS MANUFACTURER: NOKIA MODEL: AMOB AIRSCALE SUBRACK POWER INPUT: -48 V DC DIMENSION (HxWxD)12.2" x 17.6" x 23.8" WEIGHT: 50.7 LBS 0I 111,111111,l;l,�.i:+ - IL iMTO 0 0 AMOB DETAIL SCALE: NTS AMOB/FCOA install MANUFACTURER: MODEL: DIMENSION (HxWxD) WEIGHT: NOKIA ASIA AIR SCALE 1.9" x 8.3" x 14.8" 6.83 LBS ASIA plug in unit Ext Alarm GPS - Girl In & Out 1G bps Electrical Ethernet (R145) Subrack extension 2x1OGE Miru SAS 41D e ASIA DETAIL SCALE: NTS RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER T • •Mobile- -PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98166 ISSUED FOR: BUILDING PERMIT I RFVISIO .HISTORY: ___ HAVE: bESCR1ONe I • CHIC. BY: .'ULJ e ..:-tlANCE ARI- r.fD DEC 1 8 2338 City of Tukwila 3UILDING DIVISION \ 7/172018 REVISED BTS CABRIETS BJT A5292018 MINOR REV PER SA BJT / ` \ 5/72018 REVISED PER REDUNES BJT / ' . 328/2018 ISSUED DESIGN REVIEW BJT -PLANS PREPARED BY: DRAWN BY:• JL _LICENSURE: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CHK. BY: BJ DRAWING INFORMATION. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED W THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE: GENERAL DETAILS DRAWING NUMBER. A 4 PARTS LIST ITEM # QUANTITY PART NUMBER DESCRIPTION 1 2 601257 ANGLE ARM 2 2 601256 MOUNTING CLAMP 3 2 601235-1 BRACKET 4 2 601235-2 BRACKET 5 1 601258 LABEL, ANGLE 6 4 600679-3 SPACER TUBE 7 14 100525-24 ME FLAT WASHER (STAINLESS STEEL) 8 2 600419-8 M8x1.25x25mm LARGE CARRIAGE BOLT STAINLAINLESS ESS STEEL) 6 6/1/7395 M8 LOCK WASHER 109 4 600419-10 M8x1.25x110mm LARGE HEX HEAD SCREW (STAINLESS STEEL) 11 6 204001-15 M8x1.25 HEX NUT (STAINLESS STEEL) 12 2 225244 CLAMP PLATE 13 8 600419-24 LARGE LOCK WASHER (STAINLESS STEEL) 14 8 204001-21 M12x1.75 HEX NUT (STAINLESS STEEL) 15 4 600419-12 M12x1.75x150mm LARGE CARRIAGE BOLT (STAINLESS STEEL) 17 1 601584 MOLYBDENUM DISULFIDE GREASE BOTTOM BRACKET TOP BRACKET ANTENNA BRACKET ATTACHMENT DETAIL SCALE: NTS FPKA MOUNTING BRACKET 7.2" M8x120 BOLT M10x120x105mm BOLT FMFA FIXING POINTS FPKA DETAIL SCALE: NTS • ANTENNA ANTENNA ATTACHMENT DETAIL SCALE: NTS RADIO MODULE FOR 600✓700MHz RRH MANUFACTURER: NOKIA MODEL: AHLOA FREQUENCY RANGE: TBD POWER CONNECTOR: TBD SUPPLY VOLTAGE: TBD INPUT VOLTAGE RANGE: TBD EXTENDED INPUT VOLTAGE: TBD NET WEIGHT: 83.9 LBS DIMENSION (LxWxD) 22.1" x 12.2" x 7.5" TOP VIEW 12.2" 22.1" C IC ir- -JI n O O = = O == .DOC �J = u II FRONT VIEW 0 AHLOA DETAIL SCALE: NTS SIDE VIEW RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER T--Mobi1e- PROJECTINFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT HISTORY: —REVISION CNK NO. DATE: DESCRIPTION: NT: R` \SPF A F'2 FOR CODE CO:J LLANCE APPIr CVED DEC 182 18 City of Tukwila atilLziaiNGaVISilieN BJT / " \ 5/29/2018 MINOR REV PER SA BJT / ` \ 5/7/2018 REVISED PER REDLINES BJT /1\ 3/28/2018 ISSUED DESIGN REVIEW BJT —PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 —DRAWN BY: CHIC. BY: JL BJ —LICENSURE: THun� . . o /Vqp//, J. j..,,,,, jt% 41 AGF 'rir,/ST1�V, ss/ONVL tiN„ —DRAWING INFORMATION - DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE GENERAL DETAILS —DRAWING NUMBER: A 5 (P) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES #4 & #6) (P) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES #4 & #6) BOND FROM (P) FCOA CABINET TO (E) MGB (E) MGB MOUNTED NEAR BTS EQUIPMENT BOND FROM (P) ANTENNAS & RADIO EQUIPMENT TO (E) AGB (E) AGB MOUNTED ON (E) PENTHOUSE NEAR ANTENNAS (E) AGB MOUNTED ON (E) PENTHOUSE NEAR ANTENNAS BOND FROM (P) ANTENNAS & RADIO EQUIPMENT TO (E) AGB (P) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES #4 & #6) ELECTRICAL GROUNDING PLAN 22x34 SCALE: 3/8" = 1' 11x17 SCALE: 3/16" = 1' (E) AGB MOUNTED ON (E) PENTHOUSE NEAR ANTENNAS (P) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES #4 & #6) BOND FROM (P) ANTENNAS & RADIO EQUIPMENT TO (E) AGB GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8". 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 7. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 8. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 9. GROUND BARS SHALL NOT BE FIELD MODIFIED. 10. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED5OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. T-MOBILE-WTS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. SYMBOL LEGEND: MGB Tr MASTER GROUND BAR 1/4"x4"x24" COPPER AGB ACCESSORY GROUND BAR •� 1/4"x4"x12" OR 1/4"x4"x20"COPPER EXPOSED WIRING UNDERGROUND WIRING • CADWELD • MECHANICAL CONNECTION RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER T - •Mobile- =PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: CMB. 0,.,,,^, DATE:.........DESCRIPTION:- BY: ammilmmial M. mai IFIRIMI i, r ' i• �-I■ ti]„,,„,.,, ..:1San�y, 'a I BJT / \ //// 5/29/2018 MINOR REV PER SA BJT ^\ ///A\\\ 5/7/2018 REVISED PER REDLINES BJT 3/28/2018 ISSUED DESIGN REVIEW BJT -PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN CHK. BY: BY: JL BJ -LICENSURE: , / IIOM Q OV WAN C y 7 �SS/UN•\L 1'4'' =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE. ELECTRICAL GROUNDING PLAN -DRAWING NUMBER: E 1 ,.........._ �r: TYPE TA TYPE VN —PROJECT INFORMATION: TYPE NC —ISSUED TYPE SS CBUILDING PERMIT 1111 TYPE W rb TYPE VS TYPE 4 1 VB ..:.___75„..,_ „._____.6.1.....„„ TYPE PT \e TYPE � GT '� TYPE GY TYPE nmo``. GR �i TYPE GL 3/8" S.S STAR WASHER (TYP.) TYPICAL CADWELD CONNECTIONS N.T.S. BUSS BAR OR FLAT SURFACE OF EQUIP. / WIREWAY NO -LUX ANTI -OXIDIZING COMPOUND 3/8" X 1" S.S HEXBOLT 3/8" S.S LOCKWASHER (TYP.) 3/8" X 1/2" S.S FLAT WASHER (TYP.) #2 STRD. GREEN INSULATED WIRE TWO HOLE COMPRESSION CRIMP LUG (#2) DETAIL IS TYP. OF TWO NUTS & BOLTS NOTES 1. TYP. ALL GROUND WIRES FOR ELECT. AND OTHER EQUIPMENT. 2. THE ENTIRE LUG AND AREA TO BE SPRAYED WITH CLEAR LAOUER OR COLD GALVINIZING SPRAY 3. GROUND LEADS TO BE CADWELDED TO GROUND RING. TYPICAL CABINET GROUNDING DETAIL N.T.S. HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN #2 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, INSTALLED BY CONTRACTOR. - = CADWELD TYPICAL MGB HARGER GROUNDING BAR #GBI14412G OR EQUAL ANTENNA MOUNT GROUND COAX CABLE GROUNDING KITS #2 SOLID BARE TINNED COPPER WIRE TO GROUND RING - PROVIDE (2) PER MGB GROUND BAR DETAILS N.T.S. TYPICAL AGB #2 GREEN INSULATED COPPER WIRE TO MGB AT BOTTOM OF POLE RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER T • •Mobile• —PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: CHK 0:''''' DATE:'.P DESCRIPTIOIN BY: .. IfillirilMM A5/29/2018 MINOR REV PER SA BJT A5/72018 REVISED PER REDLINES BJT / \ 328/2018 ISSUED DESIGN REVIEW BJT _PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHK. BY: JL BJ —LICENSURE: 1TH oAin 0' o \VAfy� LJ, c R/T,/SJ71141 T74 ,9 .8/ SSk1N\L F: Cgs —DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE ELECTRICAL GROUNDING DETAILS —DRAWING NUMBER: E 2 SITE LOADING CHART SECTOR COLOR ANTENNA MODEL # VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT ELECTRICAL DOWNTILT RADIATION CENTER HYBRID CABLE LENGTH COAX CABLES ALPHA RED HBXX-3319DS A2M FFHH-65C-R3 COMMSCOPE COMMSCOPE 100° 130° TBD TBD 78-11" AGL 7T-3" AGL (1) 75' LOW CAP HYBRID CABLE (2) 7/8 BETA GREEN HBXX-3319DS-A2M FFHH-65C-R3 COMMSCOPE COMMSCOPE 190° 220° TBD TBD 78'-11" AGL 7T-3" AGL (1) 75' LOW CAP HYBRID CABLE (2) 7/8 GAMMA BLUE HBXX-3319DS-A2M FFHH-65C-R3 COMMSCOPE COMMSCOPE 280° 310° TBD TBD 78'-11" AGL 77-3" AGL (1) 75' LOW CAP HYBRID CABLE (2)7/8 DELTA YELLOW HBXX-3319DS-A2M COMMSCOPE 160° TBD TBD 78'-11" AGL REVISED PER REDLINES EPSILON WHITE HBXX-3319DS-A2M COMMSCOPE 250° TBD TBD 78'-11"AGL ZETA PURPLE HBXX-3319DS-A2M COMMSCOPE 340° TBD TBD 78'-11" AGL NOTE: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 3. 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 OFJUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING.) 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION. (SEE STEP 4.) 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLESANDTMA'S. HEAT SHRINK SHALL BE "CANUSA" WITH ADHESIVE. CONNECTORS (TYP) BUTYL TAPE (ALSO KNOWN AS MASTIC, TAFFY TAPE) ELECTRICAL TAPE ( LAYER) STEP 1 1" 7•F —r;sr,. fit STEP 2 ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT WITH 3M SCOTCHKOTE SPRAY SEALER STEP 3 COAXIAL CABLE WEATHERPROOFING SCALE: NTS Ar .41 STEP 4 ANTENNA AND COAX GENERAL NOTES: 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T -MOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES, USE THE ATO, BTO, & GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1 - AT ANTENNA CONNECTION #2 - AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), & DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, & CABLE DIAMETER WITH PROJECT MANAGER. COMMSCOPE ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT WIDTH DEPTH WEIGHT FFHH-65C-R3 95.9 in 25.2 in 9.3 in 127.6 lbs CONNECTORS STANDARD MOUNTING HARDWARE (8) 7-16 DIN INCLUDED ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B.W. 617-2360 MHz ±45° 15.8-19.6 dBi 55°- 67° I■ VSWR MAX INPUT POWER ELEVATION B.W. <1.5:1 300 WATTS 4.4° -10.2° RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER T --Mobile- -PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: CNK 0...... DATE: „q.,q O CRIL QN: _ _ _, BY: ■r:� Vli rOrl i■ NI '.N SANCE ,'� I■ fii IEIMIIMII■ M I■ milizaica_ IgAVl9i`ir:fr_i)__� ....•rr �'1� �_�\1' r::�. }�.•..•f•u: pan BJT A529/2018 MINOR REV PER SA BJT A5/7/2018 REVISED PER REDLINES BJT / \ 328/2018 ISSUED DESIGN REVIEW BJT PREPARED —PLANS BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHK. BY: JL BJ _LICENSURE: 1 TH049 /' OY 1\'N1/4'14' o 7041 .Q- krY'/sTr•.Ris'��. SSR)N\L \,uG —DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE. RF DETAILS —DRAWING NUMBER: RF I RECEIVED CITY OF TUMOR. OCT 1 6 2018 PERM' CENTER IT i lame option haw liWa.VIWA Ufa Sector Cite,. Sado 0•11. %am 00, • • A R411 (Dalai Ep. Taft swan, Nokia Configuration 6762J_R4 GSM_U2100 on Ground Rooftop Sites 6 sectors for sites previously with 2A/702A configuration (Antenna and cabling for only Alpha & Delta sectors shown) FRG = = tzu = = iz7a 0,7 Jor. ' •L 4 I j b...fl.. how 11100•LIOS0•171.1.140,11103•WW..41,00 Gaairna Sector I. tactof 4141,414der PCI AI ilDA nahlloes L ,46r. eh 1.4 • 7 tiroe.: 1 optional, con use (1)Styte .3C or (2) Cole 4 %NC TS* mow aworo.tob mows.. ire ma•wo 444 1 - rr AterAmtiss taro k i "4" .14 • T • •Mobile- -PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 =ISSUED FOR: BUILDING PERMIT ntvpicitt, HISTORY: CMG O. I ,DATf.4' :: I• PNSCIFI1FNOIN , .3 On NEg CaLa Cr" ^ -1 , A •,!",— Api-kcIeLD DEC 1 8 2018 City of Tukwila : ILDING DIVISION A7/17/2018 REVISED BIS CABINETS BJT A5/29/2018 MINOR REV PER SA BJT A5/7/2018 REVISED PER REDUNES BJT A328/2018 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 BY: CHK. BY: r—DRAWN JL L BJ —LICENSURE: , 111°4 , 1-041 ,0 4, 'I,NT1:0 .%,-,N11 i'" DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED 9/1, 11,9/ LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NA/IED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE [RF DETAILS DRAWING NUMBER: RF 2 C � ENGINEERING 250 4th Ave 5 Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 civil & structural engineering & planning T • •Mobile •° STRUCTURAL ANALYSIS REPORT SE04000B South Center Place Rooftop Site REVIEWED FOR CODE COMPLIANCE APPROVED DEC 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 16 2018 PERMIT CENTER 16400 Southcenter Parkway Tukwila, WA 98188 07/18/2018 CG Project No.: 18070.624 b18- 03i6 TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-2 SITE DATA 3-7 LATERAL LOAD CALCULATIONS 8-10 APPURTENANCE & MAIN STRUCTURE ANALYSIS 11-25 APPURTENANCE DATA SHEETS Al -A4 ARCHITECTURAL DRAWINGS (EXCERPT) A5 -A7 PREVIOUS ANTENNA UPGRADE CALCULATIONS A8-Al2 T -Mobile SE04000B — South Center Place Structural Analysis Report July 18, 2018 Page 1 INTRODUCTION CG Engineering was retained by B1 Thomas (Client) to provide structural analysis of the existing structure for the site modifications proposed by T -Mobile. The structural analysis completed by CG Engineering was inclusive of the structural elements that were affected by the addition of equipment and antennas associated with the proposed T -Mobile site modifications. Where applicable, this includes the antenna and equipment support structure and affected portions of the existing main structure. SITE DESCRIPTION The appurtenances are mounted to existing pipe masts attached to the face of an existing penthouse on an existing building rooftop with a roof height of 63' and a penthouse height of 73'-0". The antennas have an overall tip height of 81'-3". The equipment is anchored to an existing equipment platform on the roof of the building. The client provided us with structural calculations performed by CG Engineering dated 08/09/17. Photos of the site and architectural plans were also provided for the proposed revisions. All geometry, member sizes, and material strengths used in our analysis were based on this information. If anything differs from the information contained in these documents, CG Engineering should be notified to revise our analysis. APPURTENANCE CONFIGURATION The structure was analyzed using the appurtenance configuration specified in the following table. All loading was provided to us from the Client. This table includes all known existing and future antennas for this site. Location Existing Appurtenance Configuration Proposed Appurtenance Configuration (Bold=New) Mount Type 1 Commscope Panel Antennas (6) Model No. #HBXX-3319DS-A2M (3) Model No. #DBXNH-6565B-A2M RRU's (4) FRIG (6) FHFB (3) FRLB (2) FRIJ (24) Diplexers Commscope Panel Antennas (6) Model No. #HBXX-3319DS-A2M (3) Model No. #FFHH-65C-R3 RRU's (4) FRIG (6) FHFB (3) AHLOA (2) FRIJ (24) Diplexers Mount antennas & RRUs to exist pipe mounts 2 (3) COVP (3) Style 3C TMA (3) COVP (3) Style 3C TMA Mount appurtenances to exist equip platform and penthouse rooftop The coax cables that serve the antennas weigh less than 5 lb/ft and are therefore exempt from the requirements of Chapter 13 of ASCE 7. O ENGINEERING 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 1 f. 425.778.5536 www.cgengineering.com T -Mobile SE04000B — South Center Place Structural Analysis Report July 18, 2018 Page 2 ROOFTOP EQUIPMENT PLATFORM All loading for the rooftop equipment was provided to us from the client. The client is proposing to the following modifications at the equipment cabinets: add (2) AMOB, add (2) ASIA, add (4) ABIA, add (2) FCOA cabinets, remove (4) FSMF, remove (4) FBBA, remove (2) Ultrasite. ANALYSIS CRITERIA The parameters in the following table were used in our analysis of the structure based on its location. City of Tukwila, WA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice (3-s Gust): 110 mph Risk Category: II Sds: 0.970 Exposure: B Kzt (ASCE 7-10): 1.00 Sd1: 0.542 Notes: 1. Refer to the attached topographic profile(s) used to determine the topographic factor. 2. Parameters based on the 2015 International Building Code (IBC) and referenced standards. APPURTENANCE MOUNT/MAIN STRUCTURE ANALYSIS RESULTS Individual appurtenance mounts have been determined to be sufficient to support the proposed loads. Additionally, the existing structure has been determined to be sufficient to support the proposed appurtenance configuration. CONCLUSIONS/RECOMMENDATIONS We have determined that no upgrades to the existing structure are required for the proposed T -Mobile installation as described above in the appurtenance configuration tables. • Antenna and Appurtenance Anchorage: In general, the appurtenances shall mount to 3" XS pipes (3.5" O.D.) connected to existing brackets that are bolted to the face of the concrete wall. The appurtenances at the North East corner of the penthouse shall mount to 4" standard pipes. Attach the appurtenances to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. CONDITIONS OF ANALYSIS This structural analysis is based on the documentation that was available to us. CG Engineering did not perform an observation of this site to verify the accuracy of the provided structure and appurtenance data, and we should be contacted immediately if there are any discrepancies with the information stated within this report. Our analysis is based on the assumption that the original structural design and all subsequent structural analyses were properly designed and permitted per the applicable building codes, and that the structure has been properly installed and is maintained to the minimum standards required by code. We assume the structure has no known deterioration or damage that would adversely affect its capacity. REFERENCE DOCUMENTS The following documents were provided to us by the Client for our analysis: 1. "SE04000B South Center Place Rooftop Site", by CG Engineering, dated 08/09/2017 O ENGINEERING 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 1 f. 425.778.5536 www.cgengineering.com 5/25/2018 usGs Design Maps Summary Report User -Specified Input Design Maps Summary Report Report Title South Center Fri May 25, 2018 23:09:11 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45528°N, 122.26167°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III .cru USGS—Provided Output Ss = 1.455 g Si = 0.542 g SMS = 1.455 g SM, = 0.814 g SDS = 0.970 g SD, = 0.542 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1l,5 1.53 135 1.3) 11)5 075 0U) Ods 030 0.15 MCER Response Spectrum C6 1.10 103 0») 0») 0.70 OL 0.0 O.10 030 0.33 0.10 OI_3 Design Response Spectrum 0.3) 0.40 OLA O143 41)) 1.3) 1A3 ILO 1A) 2.0) 003 0.31 0,4') 0/0) 03I3 10.0 1.3) 1A3 12Q 145) Period, T (sec) Period, T (sec) 21)) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. 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DeLorme. Topo North America1' 10. www.delorme.com TH ItMN MA%) Scale 1 : 43,750 1" = 3.645.8 ft Data Zoom 12-2 Seismic Force: Seismic Load Calculation for Components and System (Reference: IBC 2015 Section 1613 & ASCE 7-10 Section 13.3) 0.25 Spectral Response Acceleration, Site Class B, 5, 1.0s Spectral Response Acceleration, Site Class 8, 51 Site Class Seismic Design Category Site Coefficient per S, & Site Class, Fa Site Coefficient per S1 & Site Class, F„ 5M5 = FaS, Sin =F„SI Sos = 2/3 SMS SDI =2/3SMI (Per ASCE 7-10, 13.3) Component Amplification Factor, a, Component Response Modification Factor, Rp Component Importance Factor, I, Component Operating Weight, W, Height in structure at lowest point of attachment of component, z1 Height in structure at highest point of attachment of component, z5 Average Roof Height of Structure, h = 1.455 (ASCE 7, Figure 22-1 thru 22-6) 0.542 (ASCE 7, Figure 22-1 thru 22-6) D (ASCE 7, Section 11.4.2) D (ASCE 7, Tabies 11.6-1 & 11.6-2) 1.00 (ASCE 7, Table 11.4-1) 1.50 (ASCE 7, Table 11.4-2) = 1.455 (ASCE 7, Section 11.43) 0.813 (ASCE 7, Section 11.4.3) 0.970 (ASCE 7, Section 11.4.4) • 0.542 (ASCE 7, Section 11.4.4) • 1.0 (ASCE 7, Table 13.6-1) = 2.5 (ASCE 7, Table 13.6-1) 1.0 (ASCE 7, Table 1.5-2) = Wp (Ib) 78 (ft) • 78 (ft) 62 (ft) Seismic design force, F, _ 0.4a,SosW, Rpilp Max. seismic design force, F,,,,,, = 1.6S,, I9Wp Mln. seismic design force, F„,pD = 0.3SuslpWp Seismic design force at lowest point, FP1 = Seismic design force at highest point, F,2 = Min. seismic design force, F,,,,,, Max. seismic design force, F _ 0.546 W, 0.546 W, 0.291 W, 1.552 W, Seismic design force, Fp (ASD) = 0.390 Wp (Eq. 133-1) (Eq. 13.3-2) (Eq. 133-3) Fp two= 0.546 C 0 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description av NAL Date 5/25/2018 Checked Seismic Loads For Components & Systems Dat. Seat. SE04000B South Center Place N.T.S. 18070.624 Sheet No. Wind Load Calculation for Other Structures (Reference: 2015 IBC Section 1609 & ASCE 7-10 Chapter 29) Wind Velocity Pressure: Average Roof Height of Building, h (ft) Height of Other Structure, z (ft) Basic Wind Speed, Vs, (mph) Exposure Category Risk Category Velocity Pressure Exposure Coefficient, Kz Topographic Factor, K,t Wind Directionality Factor, Kd Velocity Pressure, qz (psf) Design Wind Load on Other Structures Gust Effect Factor, G • 62 (Per Architectural Drawings) = 78 (Per Architectural Drawings) • 110 (ASCE Figure 26.5-1) • B (ASCE Section 26.7.3) = 11 (IBC Table 1.5-1) • 0.92 (ASCE Section 29.3.1 & Table 29.3-1) ▪ 1.00 (ASCE Section 26.8.2 & Figure 26.8-1) • 0.85 (ASCE Section 26.6 & Table 26.6-1) qz = 0.00256KzKztKdVA2 (ASCE Eq. 29.3-1) 24.28 psf = 0.85 (ASCE Section 26.9) Net Force Coefficient, Cf = Projected Area Normal to the Wind, Nor A, (ftz) _ Design Lateral Wind Load, F (lbs) _ 1.4 (ASCE Figure 29.4-1 to 29.5-3) At or A, (Projected Wind Area) gzGCfAf (ASCE Eq. 29.5-1) MEDF = 28.9 psf x At ASO F = 17.3 psf x At K, or Kb (ASCE Table 29.3-1) Height Z Sft) Exposure 8 Exposure C Exposure D 0 0.57 0.85 1.03 15 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 50 0.81 1.09 1.27 60 0.85 1.13 1.31 70 0.89 1.17 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 1.52 160 1.13 1.39 1.55 180 1.17 1.43 1.58 200 1.20 1.46 1.61 1 C' 0 ENGINEERING Sulte 200 Edmonds, WA 98020 D.aoitdon es NAL Dat. 5/25/2018 [harked Wind Loads For Components and Systems Date Sole SE040008 South Center Place N.T.S. lab No. 18070.624 Sheet No. 9 Wind Load Calculation for Other Structures (Service Wind) (Reference: 201518C Section 1609 & ASCE 7-10 Chapter 29) Wind Velocity Pressure: Average Roof Height of Building, h (ft) Height of Other Structure, z (ft) Basic Wind Speed, Vd, (mph) Exposure Category Risk Category Velocity Pressure Exposure Coefficient, Kz Topographic Factor, K,r Wind Directionality Factor, ICd Velocity Pressure, qz (psf) Design Wind Load on Other Structures Gust Effect Factor, G = 62 (Per Architectural Drawings) = 78 (Per Architectural Drawings) = 65 (ASCE Figure 26.5-1) = B (ASCE Section 26.7.3) = 11 (IBC Table 1.5-1) = 0.92 (ASCE Section 29.3.1 & Table 29.3-1) = 1.00 (ASCE Section 26.8.2 & Figure 26.8-1) = 0.85 (ASCE Section 26.6 & Table 26.6-1) qz = 0.00256KzKztKdVA2 8.48 psf (ASCE Eq. 29.3-1) = 0.85 (ASCE Section 26.9) Net Force Coefficient, Cf = Projected Area Normal to the Wind, Aror A, (ft2) _ Design Lateral Wind Load, F (lbs) _ 1.4 (ASCE Figure 29.4-1 to 29.5-3) At or A, (Projected Wind Area) qzGCfAf (ASCE Eq. 29 5-1) LRFD F = 10.1 psfxA, ASO F = 6.1 psf x Af K, or Ki, (ASCE Table 29.3-1) Height Z (ft) Exposure 6 Exposure C Exposure 0 0 0.57 0.85 1.03 15 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 50 0.81 1.09 1.27 60 0.85 1.13 1.31 70 0.89 1.17 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 1.52 160 1.13 1.39 1.55 180 1.17 1.43 1.58 200 1.20 1.46 1.61 C ENGINEERING Suite 200 Edmonds, WA 98020 Da.tdption w NAL 5/25/2018 Wind Loads For Components and Systems Prof. SE04000B South Center Place Soak N.T.S. Job No. 18070.624 Shoot No. 1v • .:560110.00: sputy P44( 1 ilirgYstc• 1:1;1;„:- 1.11 • « • i 1 it 1 liebRrEhoilifct )/1I/fRY ; t ' t i • t • - , 401-4 , , . 1 , 1 • 1 1 . , , i , i , ! .1......i.. i.... : .1... ,.i.. ! , . 1 ,• ! i , I, ! 1 , 1 i : -, --1- 4- 1-• 1 r1- ' ! I i N6 il - 3 i i b 5. A, 41A6.0410; i. 8)•111IF I 44 eljet2 1 I PA 1 I i 1 J gl k i ! 1 ! -1 - • i••• •-• i ! ! ! j. • -• : `, - i ... - i - -1- -,-- 1 la A! I (7-7) Fe i 7 iri Zcit •:* ! , FF1111- 1 1iD.#'- ,ip 1 i 1 : . i , ,,, , , i ,7_ 1 1.4it i i i tp-i ! ; 1 , • • th #.1 : ! tr-r. F; ; i ,-- , L i Pi-fitEg eg 1 ' 1 : ' i p1 v, //,#.2'.. , q tt I ! : • .- 4A.J . t 1 L. 1 .1 . .1._. .1. ..,_.. I ....1.. . 1 .. ... I . , , . , 1 LA Ht,Ofki i ' i I 9 I it ; i 11 C.42" 3'54t i ",. 334P . ; 1 i __ ____L_ I ; 1 . J_ , ! ! i ! 1 ! : • , 1 , - ? .. _Sect .i•i_. *ill ! 4`, ---1- --I- -if ---- ---- i 19 7-1 211 .1- 3r.; +35 .1- 1,1)4. = -31)1 47 , . .i.. 4. i I'. tlee.vit-e wit.b) , Is:3- t- 1 . i ! 1 , 1 , I , , . , 'eMillf-44/461CHif. '' If',.'( i .' , ....i. I , i i -,- , .1. i II ' r ' ' ' 1 ! ! ..1 „ ,.._ , ! I . _:. _I__ , .....i__}.1c.'Utpc)._•,.......... ! R !,-_ z o ...?.. ko ! t ! ! I I , : , : i ; . ! _..,.._ ,. ! • .1 ! 1 . ! ! , : , • ! , [ , . , I i I i I I ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgenglneering.com Description By 1\1, Date PiPar. MA1- c4-ke.e. Checked Date Scale Project se_ OL 000e Sovrit ctiorm Pact - Job No. ISON.kati Sheet No. I( Title Block Line 1 You can change this area using the "Settings' menu item and then using the "Printing & Title Block' selection. Title Block Line 6 Steel Beam Lic. # : KW -06005155 Description : Pipe Mast CODE REFERENCES Project Title: Engineer: Project Descr: Project ID: Printed: 25 MAY 2018, 3:07PM 8070 BJ Thomas1600 T-Mobile1624 SE04000B South Center P1ackStructural1Engineering4south center place.ec6 ENERCALC, INC. 1983-2018, Build: 10.18.1.31, Ver.10.18.1:31 Licensee : CG ENGINEERING Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major. Axis Bending Fy : Steel Yield : E: Modulus : 35.0 ksi 29,000.0 ksi w(o;s48)) y F Pipe3 Std Span = 2.50 ft Pipe3 Std Span = 10.50 ft Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 2 Point Load : W = 0.6480 k @ 8.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.813: 1 Pipe3 Std 3.110 k -ft 3.825 k -ft +D+0.60W+H 2.500ft Span # 1 91 2.601 i -0.026 I Vertical Reactions Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 58 >=50 58 >=50 97 >=90 1145 >=90 Design OK Support notation : Far left is #1 Values in KIPS 0.095 : 1 Pipe3 Std 1.244 k 13.078 k +D+0.60W+H 0.000 ft Span # 1 _J Load Combination Support 1 Support 2 Support 3 Overall MAXimum Overall MINImum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +0+0.70E+H +0+0.750Lr+0.750L+0.450W+H +0+0.750L+0.750S+0.450W+H +0+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only -2.074 -0.933 -1.244 -0.933 -0.933 -1.244 -2.074 2.722 1.225 1.633 1.225 1.225 1.633 2.722 Scc sE-v►cE w 1 SPS OLITRIF FL) 1=.E1RN s �ti Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Steel Beam Lic. # : KW -06005155 Description : Pipe Mast (service wind) CODE REFERENCES Project Title: Engineer: Project Descr: Project ID: Pdnted:25MAY2016, 3:O6PM 8070 BJ Thomas1600 T-Mobile1624 SE04000B South Center Placel`StntcturallEpgineering1south center.place.ec6 ENERCALC, INC. 1983.2018, Build:10.18.1.31 Ver..10.18.1.31. Licensee : CG ENGINEERING Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : Pipe3 Std Span = 10.5011 35.0 ksi 29,000.0 ksi W(0 228) Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 2 Point Load : W = 0.2280 k @ 8.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Vertical Reactions Service loads entered. Load Factors will be applied for calculations. k -ft 3.825 k -ft +D+0.60W+H 2.500ft Span # 1 Ex1,•-r-11.) co• t?t PE Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 165 >=?0.0 165 >=70.0 275 >=11 8. 3253 >=11B. Support notation : Far left is #1 Design OK Values in KIPS 0.033 : 1 Pipe3 Std 0.4378 k 13.078 k +0+0.60W+H 0.000 ft Span # 1 Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +O+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +0+0.750L+0.750S+H +D+0.60W+H +0+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0,750S+0.450W+H +0+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only -0.730 0.958 -0.328 0.431 -0.438 0.575 -0.328 0.431 -0.328 0.431 -0.438 0.575 -0.730 0.958 OSL P -3x 571> P1Pe . t ± i 1 i 1 t . t I I i t , , I 1 . : I I I 1 ; 1 1 1 , , : 19-fi9e; 414Cr CeolVfNE-C-71J0' ii/ ,' 1 ; ; IIIIIii ; . I 1 1 i : ; • : . : i 1 ; :, 1 : I • I, 1 ... .. 1 : ! I i t • ! : 1 1 ; i .• I I ` 1 . • , • • • 1 . . t ± . i Id r-. ilb + 51 t 4 ct + lq 1 S 4- 19 40 = 7,5 4 • * I i , I ; 1 • • ;;-: ! . , • , ; . . •, ; ; , , ; : 1 1 , • .... , i ! 1 • , ; , • I I ; ; I______+_ i i I i ! I i i I i 1/4-0 ; 1 1 1 1 ' I 1 : i i • i i i , 1 ct . : . li_. : 1 . . ;• 117.414.,19/461-4- '.1--1-701—.if. I -I ."--)/44-1- ' ' ,, I 1 , I i • 1 i i• 1 , .• i, • , , , , - • . , .40.' V iii 1 i •16c., it t6c11-7-5-!: i (ri, A;Iscii qc plow uj 1 .,,_ C1 : .,..... , , . 1 1 1 , . . , 1 I ' 1 g ,,- P A -: 95;14; r `7- L. 7--!:: kiVi k • : '; ..i"... , 1. i. _:..., ..h.• 1) ! - ! . , : il 11._ : '• ; I ; . .• I I . . i . i I . . : . 8 :)!7.-. 1..• k, , , ; • , 1 ; , , . 1 ; . , 0ft kr filtv4outk.. i '-°1*._ • , , .1.. , . . . .1,.. 4 • i ' i ; i • . i ! 016CE hat/MR.6e : TV, 14_ ! • ,•• , _ .,_ . , , ! • i• , i . , • I , • • . . ; : . . . . • . . - • . . • , . . , •__ , , P. ',51/14. 4e)t/i/if r -x. fr' , 004 sl'/FiTS . : ' ; • . , . . , 1 . , , - , , . , , , • tiste, ; sog4/0,0 iespi9f4a; --11,251 i>?09•c. , , . , . . . , i • , . , , i . . , : , .• ; ethip,',frtftiv&Tit pv 7-4-tte otii:. ',PO f;(-1,It)--. ?o, 14F > ?co 4...,.. OK , i -i•-• i , __•;• , ,._ I ; , r 4.. " 1 ' I 94411 C n< :ill&ritTh 6,1 s91 -E6 9q; c 2 . : . , .• , 1! .1! : ! I : , , -!•,• : . . , , . , . . . , . 1 i 1.... ,:, ! : , : •••1•••• ‘. • I __ ! ; . 1--• • I . . ,_ ; : . . Il_ i 2, I , , I I i , • ' 944e6 , 1 k C)1 V 45) I/ 1 9.004/ C i- 7- X, f 41 /14100,.. m I , ! L_ ! I • .. . . _ ••• . I ; : I ; ! . , i : I . I ; I ; ; ! ! I4 - I. __1_ ; .1 i ; ; I ; , ...!..._ ; • • I-; : i t I 1 ! 1 I I i t r I i I . I r i ! . . • I ! ! ; i Date ../.2„,.., ta ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778,8500 www.cgenglneerIng.com Description By N A 1' Pipc riasT ce, (-I ec-no Checked Date Scale Project youTli cury gliect Job No. Sheet No. Simpson Strong -Tie" Anchoring & Fastening Systems for Concrete and Masonry SET XP® Design Information - Concrete SET-XPS Tension Strength Design Data for Threaded Rod in Normal -Weight Concrete' Nominal Anchor Diameter (in.) SiMPSON StrongTie Characteristic Symbol Units Steel Strength to Tension I. Minimum Tensile Stress Area I Am i Int ; 0.078 f 0 10.226 j 0.334 0.462 10.606 i, 0.969 _ Tension Resistance of Steel - ASTM F1554, Grade 36 • 4,525 j 13,110 19,370 26,795: 35`150: 56,200 Tension Resistance of Steel -ASTM A193, Grade B7 ' 9,750 17,750 28,250 41,750 ! 57,750 75,750 121,125 ` Threaded Rod Tension Resistance of Steal -Type 410 Stainless (ASTM A193, . Nu; 8,580 15,620: 24,860: 36,740 ; 50,820 66,660 :106,590 , • rn Grade 66) _.. Tension Resistance of Steel -Type 304 and 316 Stainless 14445 8095 12,880 ' 19,040 26,335 :. 34540 i 55,235: r (ASTM A193, Grade B8 8 B8M) r U Strength Reduction Factor Steel Failure I - , 0.75 , Q `Cpnoiete Breakout Strength In Tension (2,500 psi s to's 8,000 psq't I Effectiveness Factor- Untracked Concrete i kime, 1 - t 24 d) Effectiveness Factor -Cracked Concrete • ku - 17 .� Strength Reduction Factor - Breakout Falturo - 1-- - .: Bond Strength in Tefision (2,500 pals f'c s 8,000 psI)' , 0 65 • Characteristic Pond Strengths" , rkusu psi 770 ' 1,150. 1,060 1 970 885 790 i 620 13 • Untracked -- Minimum i' ; 2342% i 2% ' 3'i5 ' _ 3'h ' 3% 4 5 ' Q ' Concretes'" Permitted Embedment Depth Range Maximum ' "C'!".11 in. 7'h ' 12'h t 15 17'k 20 25 Characteristic Bond SUengths'a",'3 - . ii4a i. Psi 595 '510 435 385 355 : 345 345 Cracked Minimum 3 5 6 7 8 10 Concrete's:' `' Permifed Embedment Depth Range - Maxtmuoi her . In. ' : 71/2 10 12'h 15 17' . 20 25 • Bond Strength in Tension -_Bond Strength Reduction Factors for Continuous Special Inspection Strength Reduction Factor - Dry Concrete ' id1;ra - 0.65' Strength Reduction Factor -Water-saturated Concrete - hers 12da- - 0.55' 0'45' -_- - - -- Additional Factor for Water -saturated Concrete - he 12da K4 d' i - .1_ N/A i 0.84 Strength Reduction Factor -Water-saturated Concrete - he > 12da i ltd - 0.45 Additional Factor for Water -saturated Concrete - he > 12da ksa& - 0.57 Bond Strength in Tension -= Bond Strength ReduetIon Factors for Periodic Special Inspection - .. Strength Reduction Factor - Ory Concrete iyyo - 0.558 Strength Reduction Factor -Water -saturated Concrete -he s 12da : (/*satg . - _ 0.45' Additional Factor for Water -saturated Concrete - he s 12da K.1,06j-t 1 0.93 Strength Reduction Factor -Water-saturated Concrete - het> 12da I #vtp i - 0.45' Additional Factor for Water -saturated Concrete 'hej> 12d, Ksaro I - I 1. The Information presented in this table is to be used In conjunction with the design criteria of ACI 318-11. 2. Temperature Range: Maximum short-term temperature of 150°F. Maximum long-term temperature of 110°F. 3, Short-term concrete temperatures am those that occur over short intervals (diurnal cycling). 4. Long-term concrete temperatures are constant temperatures over a significant time period. 5. For anchors that only resist wind or seismic loads, bond strengths may be Increased b 72%. 6. In water -saturated concrete, multiply re,,m<r and rico by Isar. 7. The value of 4 applies when the load combinations of AC1 318 Section 9.2 are used. If the load combinations o1 ACI 318 Appendix C are used, refer to Section D.4.4 to determine the appropriate vakro of 4. 8. The value of 4 applies when both the bad combinations of ACI 318 Section 9.2 are used end the requirements of Section 0.4.4 (c) for Condition B are met, U the load combinations of ACI 318 Appendix C are used, refer to Section 0.4.4 to determine the appropriate value of d. 9. The value of 4 applies when both the bad combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4 (c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4 (c) for Condition A are mel, refer to Section 0.4.4 to determine the appropriate value or 4. Ii the load combinations of ACI 318 Appendix C are used, refer to Section 0.4.5 to determine the appropriate value of 4. 10. For anchors Installed In regions assigned to Seismic Design Category C, D, E or F, the bond strength values for rh' anchors must be multiplied by aN.se, m 0.80. 11. For anchors installed to regions assigned to Seismic Design Category C, 0, E or F, the bond strength values for 1' anchors must be multiplied by stook = 0.92. 12. The values of f j, used for calculation purposes must not exceed 8,000 psi (55.1 MPa) for untracked concrete. The value of * used for calculation purposes must not exceed 2,500 psi (17.2 MPa) for tension resistance In cracked concrete. 13. For appiicatlons where maximum short-term temperature Is 110°F (43°C) and the maximum tong -term temperature Is 75°F (24°C), bond strengths may be increased 93%. No additional increase Is permitted for anchors that only resist wind or seismic loads. '/_ Sia 3/4 '/a 1 0.71 See page 12 for an explanation of the bad table Icons. 41 IS Simpson Strong -Tic" Anchoring & Fastening Systems for Concrete and Masonry SET XP® Design Information - Concrete SET -XP° Shear Strength Design Data for Threaded Rod in Normal -Weight Concrete' Characteristic Minimum Shear Stress Area Symbol IBC Anchor Diameter (in.) 1 I 1'/4 SIMPSON StaongTie A 3111F - Nominal Steel Strength in `Shear ; Shear Resistance of Steel - ASTM F1554, Grade 36 Shear Resistance of Steel -ASTM A193, Grade 87 ' Shear Resistance of Steel -Type 410 Stainless (ASTM A193, 11 Grade B6) Shear Resistance of Steel -Type 304 and 316 Stainless I I Threaded ` (ASTM A193, Grade 88 & B8M) - Rod . Reduction for Seismic Shear -ASTM F1554, Grade 36 1 i Reduction for Seismic Shear - ASTM A193, Grade B7 Reduction for Seismic Shear -Stainless (ASTM A193, Grade 86) ! %ens Aa, ' In.2 0 0.078 0.142 i 0 226 334 G 0.462 ; 0.606 0.969 i 2,26 ' 4,940 >! 865 11,825 i 16,080 , 21,090 33,720 4,875 ; 10,650 16,950 i 25,050 i 34,650 45,450 72,675 'i\4,290 1 9,370: 14,910 22,040 30,490 1 40,000: 63,955 O _.1_ 2,225 4,855 7,730 11,420 1 15,800 20,725 33,140 C 0.87 0.78 0.68 . 0.65 C 0.87 0.78 0.68 ` 0.65 Q - 0.69 1 0.82 0.75 ' 0.83 0.72 0 Reduction for Seismic Shear - Stainless (ASTM A193, Grade 88 & B8M) Strength Reduction Factor - Steel Failure• Outside Diameter of Anchor Load Bearing Length of Anchor in Shear Strength Reduction Factor - Breakout Failure Coefficient for Pryout Strength Strength Reduction Factor-.Pryout Failure 0.69 , 0.82• 0.75 j 0.83 0.72 •Th. it, - 0.652 i Concrete Breakout Strength In Shear do In. , 0.375 0.5 ; 0.625 0 75 1 0 875 1 1.25 es In. :Concrete Pryotit Strength In Shear 1. The information presented in this table is to be used In conjunction with the design criteria of ACI 318-11. 2. The value of 4 applies when the Toad combinations of ACI 318 Section 9.2 are used. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.4 to determine the appropriate value of 4'. 3. The value of lib applies when both the load combinations of AC1318 Section 9.2 are used and the requirements of Section D.4.3 (c) for Condition 8 are met. If the load combinations of ACI 318 Section 9.2 ere used and the requirements of Section D.4.3 (c) for Condition A are met. refer to Section D.4.3 to determine • See page 12 for an explanation of the load table Icons. het 0.70' 1.0 for lid <2.50";2.0for her 22.50" 0.70' the appropriate value of 4'. II the toad combinations of ACI 318 Appencfx C are used, refer to Section 0.4.4 to determine the appropriate value of 4'. 4. The value of 4 applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section 0.4.3 (c) for Condition B are met. If the load combinations of AC( 318 Appendix C are used, refer to Section D.4.4 to determine the appropriate value of (Ili. 5. The values of Ve, are applicable for both cracked concrete and uncracked concrete. For anchors instated in regions assigned to Seismic Design Category C, D. E or F, V„ must be multiplied by av for the corresponding anchor steel type. i 43 � • t , ; • 1 I i '• I ; I i I , , 1 , , , z •1 , 1 i I I ' I i 1 , .,.. ; . I , ! , 04.14/g44re4 ril 1(01V16 i I. . i 1 ! -1.: --; • ' 1 i...., ... ...!__ ..4_, . ._i_ .._,. t ! : ,, - , . , --- ()?a fl.lir-10i;+ (2.:),,$).+Is)s-tiZei=7414 i ..L 1 ; : , i , , , 1 i i i i . : , , , , ! : • ,. , , , . : , , i. , 1 , , . i . vv ! r- -1 , : , : -r- , . 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Current Date: 5/25/2018 3:26 PM Units system: English File name: R:\ Wireless Projects\ 2018 Wireless Projects\18070 BJ Thomas\600 T-Mobile\624 SE04000B South Center Place\ Structural\Engineering\SE04000E La61M 01 Gt8 P 3.00 Y 2 it Bentley Current Date: 5/25/2018 3:27 PM Units system: English File name: R:1 Wireless Projects\ 2018 Wireless Projects118070 BJ Thomas1600 T-Mobile1624 SE04000B South Center Place\ Structural\Engineering\SE04000E Load condition: DL=Dead Load 0.094[Kip] 0.094[Kip] Loads NI Bending moments ■ Concentrated - Member. Z X 161 %Bentleys Current Date: 5/25/2018 3:27 PM Units system: English File name: R:\ Wireless Projects\ 2018 Wireless Projects\18070 BJ Thomas\600 T-Mobile\624 SE04000B South Center Place\ Structural\Engineering\SE04000E Load condition: Wz=Wind in Z Loads • Bending moments • Concentrated - Member<- • Pressure - Members Z0 a. Bentley Current Date: 5/25/2018 3:27 PM Units system: English File name: R:\ Wireless Projects\ 2018 Wireless Projects\18070 BJ Thomas\600 T-Mobile\624 SE04000B South Center Place\ Structural\Engineering\SE04000E Load condition: Wx=Wind in X Loads • Bending moments Concentrated - Member: • Pressure - Members 21 Froic Bentley Current Date: 5/25/2018 3:27 PM Units system: English File name: R:\ Wireless Projects\ 2018 Wireless Projects\18070 BJ Thomas\600 T-Mobile\624 SE04000B South Center Place\ Structural\Engineering\SE0400 Load condition: ID3=DL+0.6Wz 3S .9- �.b3 s 2-1 14. r 7 10, Z wr ou. Member stresses Members [Kip/in2] 9.92 ® 8.58 7.24 5.89 4.55 3.20 1.86 r—. 0.52 ▪ -0.83 2.17 ▪ -4.86 -6.20 7.54 8.89 -10.23 ZL o a • m N 8smm 2,8".!V 66dd 0.- 0000 O O 0 8 C o 0 0 8888 0040 n 10 N 0 moo.0 0040 8888 1,111 6 G o C G 4 8 :142G m 8 8 b b 1111 S 8882 8888 O 000 0 0000 0000 0 dodo 82 gone 11 'Elia O 000 N 0 0 0 Eip 0 0000 O :0088 1 88A* M n g 0 O C C O Analysis result 8 y f0 8 z 8888 8888 Ec0 0 co 0010 8118 0000 G328 2211 086 O 8 gg O 00 0 8 s8�mm 8 8881 0 0 O 0 0 0 0 8888 8$8 Oddd 8888 1 1801 0000 0000 O on m 1q RE E • 8808 8 agj�a O 000E o Oo1414 8 §§88 0 88 1 8 0m 1 0 a •040 0 oa 881`8 EEEBo O G 1V C OG o 0 0 O a "88 a m g 4 g C C C C 0 0 0 ; o o oo 0 Y E iggnn g t�g8Eg E gronN 8 088 � m 8888 8 +88Ai 0 14444 9 0000 c 444444 Ae eo 3 20 a o N 8 �-. t N U -n r -.N- W U -1=N 1 8 8 4 0 N Z3 Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 `Steel. Be Description : Pipe Mast Gamma/Zeta (service wind) CODE REFERENCES.. Project Title: Engineer: Project Descr: Project ID: Printed: 25 MAY 2018, 3:49PM 8070 BJ Thomas1600 T-Mobilel624SE04000B South Center PlaceLStruclura0Engineeringlsoulh center place.ec6 :: • :i •. ! ENERCALC, INC.1983-2018, B ii d 10.18.1.31;:Veri0.18.1.31 Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 35,0 ksi 29,000.0 ksi Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 2 Point Load : W = 0.0890 k @ 8.750 ft Point Load: W=0.1510k@7.250ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.159: 1 Pipe4STD 1.124 k -ft 7.073 k -ft +D40.60W+H 2.500ft Span # 1 Maximum Shear Stress Ratio = Section used for thls span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = 410>=360 .511 in Ratio = 410 >=360 0.307 in Ratio = 684 >=180 0.004 in Ratio = 7579 >=180 Vertical Reactions Support notation : Far left Is #1 Design OK Values In KIPS 0.024: 1 Pipe4STD 0.4496 k 18.611 k +0+0.60W+H 0.000 ft Span # 1 Load Combination Support 1 Support 2 \ Support 3 Overall MAXimum Overall MlNimum +D+H +D+L+H +D+Lr+H +D+S+H +040.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W4H +D40.70E+H +D+0.750Lr40.750L40.450W+H +0+0.750L+0.750S+0.450W4H +0+0.750L40,750S+0.5250E41 +0.60D40.60W+0.60H +0.60D40.70E+0.60H D Only Lr Only L Only S Only -0.749 -0.337 -0.450 -0.337 -0.337 -0.450 0.989 0.445 0.594 0.445 0.445 0.594 27 W(0 151) W(0 089) 'j 'Si 3..� +€*. `vw�t 4 ,, r "`•�.' ie Y .? •.a �`.i, ..... .� ° *.71:7..,.t. y w.: j C _ ?.�...... '*'`�t,.� ,,:.,;'� ..,......, C+e�`� ti'; .7::C.1:�" a t F. Pipe4STD Span = 2.50 ft Pipe4STD Span = 8.750 ft i. Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 2 Point Load : W = 0.0890 k @ 8.750 ft Point Load: W=0.1510k@7.250ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.159: 1 Pipe4STD 1.124 k -ft 7.073 k -ft +D40.60W+H 2.500ft Span # 1 Maximum Shear Stress Ratio = Section used for thls span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = 410>=360 .511 in Ratio = 410 >=360 0.307 in Ratio = 684 >=180 0.004 in Ratio = 7579 >=180 Vertical Reactions Support notation : Far left Is #1 Design OK Values In KIPS 0.024: 1 Pipe4STD 0.4496 k 18.611 k +0+0.60W+H 0.000 ft Span # 1 Load Combination Support 1 Support 2 \ Support 3 Overall MAXimum Overall MlNimum +D+H +D+L+H +D+Lr+H +D+S+H +040.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W4H +D40.70E+H +D+0.750Lr40.750L40.450W+H +0+0.750L+0.750S+0.450W4H +0+0.750L40,750S+0.5250E41 +0.60D40.60W+0.60H +0.60D40.70E+0.60H D Only Lr Only L Only S Only -0.749 -0.337 -0.450 -0.337 -0.337 -0.450 0.989 0.445 0.594 0.445 0.445 0.594 27 i i : ! I i t • i 1: i 1 ; 1 I • 1 1 ; l i • . 1 I I I 1 : ' i ......r..-.-• ! 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(1\ AMD'.: ': ' " Lit i • ; ! 1 , : . , ! ! .i • ' I • , ', ! . , . : 1 • (4) F81.3A zi ! z9. # , . i (2) p•si iN: : :. 14 .4. ., , .4. , . . : ti) V1.1-k•ACiTE i Soost tAvtleb> .. (H\ AIA .1 i, i)#i 1 .. i 1 . . . - i ! ., . ig..sLtt ; i -1• -1;- • '•)c.olt% CA3-..,, li.i? o ---- i • !" . ! i ; ! : i 1 ' • i I , I , [ 1 i I , iiPe-1ef!-Yr i•••-fr. : Pec-I2-epe'S, , ! I 1 1 i • 1 1 I : I .. • —I— . '-1.—-- '. —4— 1 --I I 1 ! 1 . , . . 1 1 . i . 1' 1 ! • :. • 1 : i I : . : I I i t I . . I I I— 1. 1 ! I 1 : — _L_ i J. -4- i, , ! •-!- ; -I • I-- . .I. ••• 1.• 1 ; . i •1 . ; . • • . ' ; . .1 I i s , i : . I ; • 1 : ! I ' i 1 1 ; ; 1 1 1 i ; 1 . . 1 1 1 •• 1- 1. I : 1 ..1. 1 ; i • I . ; i , 1 1 ' ' i -•+ •1. • - • 1 — - : ; 1 I 1 i 1 1 1 ; . I 1 1 i I i 1 _ ....1 —. . - -- 1, ... 1 1 ' 1 1 1 . 1 : : . 1 . . 1 i 1 s 1 . 1 ; 1 ..!..— y-. ; 1 • 1 . . ! —.1 i : t I 1 1 . i I 1 . • . i 4 . 1 14 1 . s I 1 1 / 1 1 • i 1 l i 1 1 i i . i 1 i .1-- „-- , , • i i I i i i , l 1 i I 1 ll—l"; 1 4. ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgenglneerIng.com Description By Date 5/25/1E, EX)sT 130)6 Checked Date Scale Project St OVA900 Savrtt CiArrgie Job No. 1809-o.1)71 Sheet No. 2 5 Product Specifications COMMSCC9PE° FFHH-65C R3 RF Connector Quantity, high band RF Connector Interface Color Grounding Type Radiator Material Radome Material Reflector Material RF Connector Location Wind Loading, frontal Wind Loading, lateral Wind Loading, maximum Wind Speed, maximum Dimensions Length Width Depth Net Weight, without mounting kit 4 4.340 Female Light gray RF connector inner conductor and body grounded to reflector and mounting bracket Aluminum 1 Low loss circuit board Fiberglass, UV resistant Aluminum Bottom 1055.0 N @ 150 km/h 237.2 lbf @ 150 km/h 355.0 N @ 150 km/h 79.8 lbf @ 150 km/h 1433.0 N @ 150 km/h 322.2 lbf @ 150 km/h 241 km/h 1 150 mph 2437.0 mm 1 95.9 in 640.0 mm 1 25.2 in 235.0 mm 1 9.3 in 57.9 kg 1 127.6 Ib Remote Electrical Tilt (RET) Information Input Voltage 10-30 Vdc Internal RET High band (2) 1 Low band (1) Power Consumption, idle state, maximum 1 W Power Consumption, normal conditions, maximum 10 W Protocol 3GPP/AISG 2.0 (Single RET) RET Interface 8 -pin DIN Female 1 8 -pin DIN Male RET Interface, quantity 1 female 1 1 male Packed Dimensions Length Width Depth Shipping Weight Regulatory Compliance/Certifications Agency RoHS 2011/65/EU China RoHS S.I/T 11364-2006 ISO 9001:2008 2590.0 mm 1 102.0 in 752.0 mm 1 29.6 in 380.0 mm 1 15.0 in 84.4 kg 1 186.1 Ib Classification Compliant by Exemption Above Maximum Concentration Value (MCV) Designed, manufactured and/or distributed under this quality management system ©2018 CommScope, Inc. All rights reserved. All trademarks identified by ® or TM are registered trademarks, respectively, of CommScope. page 3 of 4 All specifications are subject to change without notice. See www.commscope.com .commscope.com for the most current information. Revised: February 12, 2018 May 25, 2018 �ti r164 Cf 6O MATENKt uUTH CENTER PLACE SE04000B 00sOUIUCEMTR% PARKWAY TU KWUA. WA WPM A APRs BUILDING PERMIT is { gg 5• NalwnmvlNTwT I An ARAB VW B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 II II fl T. «i!tIIIIIi f .&wuta OQORNATMW ALL r CT INO EMAA.OA OC nNnwMOM MD OMSK.. NL wIVOU3111 avis OR.. OR 111.4.200, VI INCIATIMTI.M. TIM OICOOMTION CLIOOTOMMINTIO MO' OAIMtOM011lTAM VONIIAL ANIIOTOI .amuleOTNEA TNM MOGI e41T®TON1.IS) CIANTIIISTRICTINFA0.19. WARM MIAs BTS EQUIPMENT DETAILS Q_' pO i ■ir 4t 1 a �ti �3 TURN IONE BUILDING PERMIT 1 r . - ,. 1 ed s� e !WM 9 IS til N ORAWINO 71TI8 GENERAL DETAILS =WINO N HINMIN A-4 [° 5 551 ARRA NY, THOMAS, P.E. ' 1 80TH AVE NE MLLE, WA 98270 )6.851-1106 [ROMCT INFORMATION: SOUTH CENTER PLACE SE08000B 164011SOUTMCRIRSR PARKWAY TIKWRA, WA WIN QBE H 1, 4 4 �3 Ay 'r"EU Iswwraft BUILDING PERMIT u 6 Vi 11011. ��> 1 IIIDII! CDRANUW TRW GENERAL DETAILS =HAIEIND NURIREID A-5 Ie 5 5 'AHED Ws THOMAS, P.E. sem AVE NE VILLE, WA 98270 )6.651.1106 =CHIC. EVt • Q3 .11.1 0 Ei 1=womer wroRrAT40a: SOUTH CENTER PLACE SEO4000B 16400 $OUIHCENTER PAMIWAY TUKWI A.wk6nss a QQ Ay • r.... IIOJECT INFODUAT ON. SOUTH CENTER PLACE SE040006 164000OUTIICENTEN PARKWAY TUNWNJI, MAIM Y USD FON I BUILDING PERMIT E it 61 Q, 5555 6. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 96270 206.851-1106 l i 3 MAD DD Magma Au mnsuommeac•nds 11.1.9 MG MAXIM> V/ 111[1.41191,11340. .11! IWOROMINCONTAIIEDINTIerfETCO DOCINIMIS N PPanWUm r 401.12 WILINICA ma.Nle OMwX1../04.N 1.21,1OUOm ortusnlc1INFROMM Iumxo TIO PROPOSED ENLARGED SITE PLAN 01 • ITM a t f WO1 As r (1) '5• r^r Ii `< I'iI1 4 rIDEO PPR BUILDING PERMIT aE ; g 5 5 5 4M11 PREPARED RP B. J. THOMAS, P.E. 7607 SOTH AVE NE MARYSVILLE, WA 98270 206.651.1106 I '`/*' WI 11 sic 011011 sl�i1gili� ill to t W gex I ! S Ab T •-Mobile- ImPIgAECT DWORALTOIO SOUTH CENTER PLACE SEO4000B 14400 SOUTRCEMER PAURWAY TIWILA. WA IMP SSUID VD BUILDING PERMIT 1E 1 1 j 1 5 5 5 5 buRS PREPARED EV: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851.1108 ,� ..z, <, WI 91 14 d I!iiIijIvIv N 81�6ik ill O J 1'1 ■ II i 4414 i 1 a 1 1 1 1 aaaa / / / / / ' . / i / ! � | | \ 7 | | ! i � � � � | | ' } _ ' -�'_ ' � i- 1 |- ! '[Sfoi0oot �-_-� /eN u7r--''11 -__'�-�-ak� l/ 1 ---�-1i ----'�-- | � | | i || � | ! | � / | | | / '' ! i i � i , � t || |� • | AMp�T~_'-^s-_`� ! 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' ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425�78.8500 wwwmcgemWneennmznm Description By �T-~� ��' « Date tip 7 Checked Date Scate Project 5E_01100og Mor7t AA ct- JobNo. /FPO. 677- Sheet No. It OEv s M — em aavo 111 11 1 a PO' 1 S 8 1 3 1 I I. 3 88 88 88 88 88 44 44 44 44 44 FF &;; FF FF FF 55 as 5$ sR 44 88 R$ 88 68 88 88 88 88 BB BB ii j '7d N fl li -it WilifigkV 1 1 V! X14 LNI:110;11119,1111 0. G oaos��m 0 0 .- of �8• a AXI/ RiT-0 E 1 1 E 1 e0 A .011 88 88 88 88 88 88 88 �a MM ,�M MM � p� M� 44 44 $S 44 as as 44 as Fn FF FF FF FF FF FF FF 44 8. 44 88 $$ 44 58 44 8$_ 88 88 88 88 88 8$ 08 88 $8 88 88 MM 88 88 88 8 88 68 RR $8 $$ 8% 98 88 99 99 88 99 99 98 55 Q BB BB 11 11 11 11 of II >8� .r_r• r N._� LL JJ A°1 eiZEJ o vs 1(0 00-•111.5 , 1 t , I I I i I i 1 j 1 : • ; 1 1 i t i 1 1 . poe.i; M-r:colvEkni,-,041; 1 ; ; 1 ; i • 1 1 I 1 1 '• , ' , . . : 1 • • 1 1 1 ; i ; i 4 i • 1 : ; • . • r • ! . ' • : ; I -, , 1 , , . _._i____._: _ _ __ _1_ i , : , ! • ; L 1 1. 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Q ,fu>.� 1 ! ! • 1 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By Date //0,2/' 7 Checked Date Scale Project SLON (2o45 CoolCbtfrgle Job No. )7070 Sheet No. ��L 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 11, 2019 Max Kvem 650 South Orcas Street Room 103 Seattle, WA 98108 RE: Request for Extension #1 Permit Number D18-0328 Dear Mr. Kvem, This letter is in response to your written request for an extension to Permit D18-0328. 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, Jaz -Salazar Permit Technician File: Permit No. D18-0328 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov n 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(ataec.net 1206-434-7019 650 South Orcas Street. !tR-103 ! Seattle I WA 98108 Pleose 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 # l Current Expiration Date: 11—i &-i I Extension _:request: tApprov -d for / v days Denied (provide explanation) Signature/Initials /1/7 ' 2 i RECEIVED CITY OF TUKWILA MAR 1 3 2019 PERMIT CENTER Bill Rambo From: Max Kvern <max.kvern@taec.net> Sent: Tuesday, March 12, 2019 4:18 PM To: Bill Rambo Subject: RE: Permit Application Extension Request - Application # D18-0327, D18-0328, D18-0329 Hello Bill, Our client for these projects is in the process of selecting a general contractor to perform the work. The selection process may take additional time, and we would like to request an extension on these permits to accommodate for this. Thank you, Max Kvern Technology Associates EC INC. Real Estate Specialist max.kvern@taec.net 206-434-7019 650 South Oros Street #R-103 j Seattle VVA 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. From: Bill Rambo[mailto:Bill.Rambo@TukwilaWA.gov] Sent: Tuesday, March 12, 2019 3:57 PM To: Max Kvern <max.kvern@taec.net> Subject: RE: Permit Application Extension Request - Application # D18-0327, D18-0328, D18-0329 Max, The Building Official requests that you please include a brief explanation as to why you need an extension to your applications. After I receive your updated request I will forward it to him for consideration. Thank you. Bill From: Max Kvern <max.kvern@taec.net> Sent: Tuesday, March 12, 2019 3:17 PM To: Bill Rambo <Bill.Rambo@TukwilaWA.gov> Subject: Permit Application Extension Request - Application # 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: 018-0327, 018-0328, and 018-0329. Associated permits: L18-0103; PL18-0088, L18-0104; PL18-0087, L18-0105; PL18-0086 1 3/1/2019 r City of Tukwila Department of Community Development MAX KVERN 650 SOUTH ORCAS STREET #R-103 SEATTLE, WA 98108 RE: Permit Application No. D18-0328 T -MOBILE 16400 SOUTHCENTER PKWY 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. Bill Rambo Permit Technician File No: D18-0328 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0328 DATE: 10/16/18 PROJECT NAME: T -MOBILE SITE ADDRESS: 16400 SOUTHCENTER PARKWAY Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: kwo toLl\i% Building Division pi °46 Public Works ,4M A (19-)-'-1--(6 mc, r)/p1I`6 Fire Prevention Planning Division ji Structural Permit Coordinator 001 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required rn Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 11/15/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 f tlr0aTIC t`<"-.panul Contact Safety & Health Claims & Insurance Washington State Department of Labor & industries Search L&I A -Z Index Hell 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 USI 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 OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. 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 $12,000.00 Received by L&I Effective date 07/19/2018 07/11/2018 Expiration date Until Canceled Insurance Help us improve Liberty Mutual Fire Insurance $1,000,000.00 Policy no. tbsz51292367029 Received by L&I Effective date 01/08/2019 01/01/2019 Expiration date 01/01/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Public Works Requirements Workplace safety and health Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. 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