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Permit D19-0105 - SPRINT - SCL TRANSMISSION TOWER
SPRINT 10801 BEACON AVE S D19-0105 Parcel No: Address: 0 �~^�xx °�� Tukwila v-�~� v�n o K�nx��Una Department of Community Development G3O03nuthcente/Boulevard, Suite #1OO Tukwila, Washington 9O1QD Phune:2U6431'3670 Inspection Request Line: 2U6438'9350 Web site: http://www.TukwilaWA.gov 6874201170 10801bE4[ON AVE5 Project Name: SPRINT DEVELOPMENT PERMIT 0 Permit Number: D19'0105 Issue Date: 5/10/2019 Permit Expires On: 11/6/2019 Owner: Address: Contact Person: Name: Contractor: License No: Lender: Address: SEATTLE CITY OF SCL POBOX ]4U337OO6THAVE 5TE3Z0O COLLEEN DONAHUE 1l4lON[lZ2NDWAY #lOZ, K|RKLAND'VVA 98034 NORTH SKY COMMUNICATIONS LLC Phone: (206)960-2456 11818SE MILL PLAIN 8LVDSUITE 4D0, VAN[OUVER'WA, 98684 N0RTHS[857O4 Expiration Date: 11/25/2019 ''' DESCRIPTION OpWORK: THIS |6THE SAME APPLICATION SUBMITTED FOR D18-U267WHICH WAS ACCIDENTALLY ALLOWED TOEXPIRE. MODIFICATION OF WCF ON EXISTING SCL TRANSMISSION TOWER TO REMOVE 3 EXISTING ANTENNAS AND REMOTE RADIO UNITS (RRUS) AND INSTALL 6 ANTENNAS, 9RRUS, 3 HYBRID CABLES AND 3 NEW MOUNTING FRAMES, REMOVE EXISTING GROUND EQUIPMENT AND INSTALL NEW CABINETS ON EXISTING CONCRETE SLAB WITHIN EXISTING FENCED COMPOUND. Project Valuation: $20,000.00 Fees Collected: $887.09 Type ofFire Protection: Sprinklers: Fire Alarm: Type ofConstruction: VU Electrical Service Provided by: TUKYV|LA Occupancy per IBC: V Water District: TUKvV|LA Sewer District: NONE 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 Signatur Volumes: Cut: 0 Fill: 0 Number: 0 No l44--(,e) Date: 52/0/, 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: j4,,t41»1 Date: k/i Print Name: lice,,Set., iYld 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, PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** SE52XC084 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. D 0 Os Project No. Date Application Accepted: -U\ S Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** This is the same application submitted for D18-0267 which was accidentally allowed to expire. SITE LOCATION Site Address: 10801 Beacon Ave S Tenant Name: sprint PROPERTY OWNER Name: Seattle City Light Address: PO Box 34025 City: Seattle • State. WA Zip: 98124-492 CONTACT PERSON — person receiving all project communication Name: Colleen Donahue/ Smartllink LLC on behalf of Sprint Address: 11410 NE 122nds Way #102 City: Kirkland State: WA Zip: 98034 Phone: 425.444.1434 Fax: Email: Colleen.Donahue@smartilinklic.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 6874201170 Suite Number: Floor: New Tenant: Ej Yes J ..No ARCHITECT OF RECORD Company Name: lnfinigy Architect Name: Joseph Johnston / Contact: Paul Danneberg Address: 50 116th Ave NE #210 City: Bellevue State: WA Zip: 98004 Phone: Fax: Email: Danneberg Paul (PDanneberg@infinigy.com) ENGINEER OF RECORD Company Name: Adapt Engineering Engineer Name: Khew Lew Address: 615 — 8th Avenue South City: Seattle State: WA Zip: 98104 Phone: 206-654-7045 Fax: Email: Khew Lew <khewv1@adaptengr.com> LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A Address: City: State: Zip: HAApplicationsWoms-Applications On LineV2011 ApplicationsTennit Application Revised - 8-9-11.docx Rcvis' cd: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ T is is the same application submitted for D18-0267 which was accidentally Describe the scope of work (please provide detailed information): allowed to expire. Modification of WCF on existing 5CL transmission tower to remove 3 existing antennas and remote radio units (RRUs) and install 6 antennas, 9 RRUs, 3 hybrid cables and 3 new mounting frames. Remove existing ground equipment and install new cabinets on existing concrete slab within existing fenced compound. Will there be new rack storage? Yes D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below N/A Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st 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: N/A 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? D Yes LI No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers D Automatic Fire Alarm 0 None ..,....Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes E 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 N/A .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationsTorms-Applicatiote On Line \201 I ApplicationsTermit Application Revised - 8-9-11,docx Revised: August 2011 bh Page 2 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 OWN7i0A1(i.IJTER6 6,...1tEl NT: Signature: Date: 3-28-2019 Colleen Donahue Print Name: Day Telephone: 425.444.1269 Mailing Address: 11410 NE 122nd Way #102, Kirkland, WA 98034 City State Zip HAApplicationsWorms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $887.09 D19-0105 Address: 10801 BEACON AVE S Apn: 6874201170 $887.09 Credit Card Fee $25.84 Credit Card Fee R000.369.908.00.00 0.00 $25.84 DEVELOPMENT ' $836.65 PERMIT FEE R000.322.100.00.00 0.00 $491.91 PLAN CHECK FEE R000.345.830.00.00 0.00 $319.74 WASHINGTON STATE SURCHARGE 9640.237.114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17321 R000.322.900.04.00 0.00 $24.60 $887.09 Date Paid: Wednesday, April 03, 2019 Paid By: BRIANNE RIGGINS Pay Method: CREDIT CARD 089623 \ Ahnr4rw.nerInxi Anril (' 11110 111•52 AAA 1 rtf 1 "121AI CO TUKWILA ETRAKIT 6200 SUUTM[ENTER BLVD TUKWILA' w4 98188 206-433l870 CITY OF TUKWILA 0017340000802374404500 Date: 04/03/2019 10:57:04 mq CREDIT CARD SALE MASTERCARD {4xD NUMBER: +*********3028 K TKAN AMOUNT: $887.09 APPROVAL CD: 089823 RECORD #: 000 [Lsnn ID: jazzc.1 x {CARDHOLDER'S SIGNATURE} I AGREE TO rxv THE xoVvE TOTAL AMOUNT ACCORDING TO THE [xnD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy INSPECTION RECORD Retain a copy with permit INSPEC T?N NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvc#,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-935O Project: Type of Inspection: Address: Date Called: Special Instructions: tDate Wanted: l2 `2G a.m. p.m.. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENT Inspector: Dace: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. Sprint FILE C Pod No, Plan review approval IS subtec a errors ana omaslons Approval of consouctbnn locumentsnoes riot authrnze the violation of an aoopled tale or ordinance. Receipt o1.P royal Fiea Copy and Date: Ci of Tux iq BUILDING DIVISION SITE NUiUBER: SE52XC084 ADDRESS: 10801 BEAGON AVE, S. SITE NAME BEACON/SCL TOWER #DU 2175 SEATTLE, WA 98178 SITE TYPE. TRANSMISSION TOWER COUNTY: KING RAD CENTER:121'-6" JURISDICTION:CITY OF SEATTLE PROJECT SUMMARY: 9R COEESS: I0601 9EACON AIt A sum W19EW MORAW 011WA' 9CNU CRY L®I7 P.O. BCU 14027 SUM, w M124-4511 CONDO ONO WSW At MG) 711.111E MPOCWf: 18Wrt 13305 SE 10111 MIME, 114334011 98107 WPAU511180 ME MEI (415) 761-W1 71)42 SAW We OM 9R 11.31Et SUM OW UCNT P.OBON5W2A SEAM, WA 91111d921 CONDO MUG MOO Fit (MI) 723-911E 210101-1.601 CONSULTING TEAM: A TECIT Al t MGM 98*0! FMMD8W 1500 WADS SLUE 5C0 NOAMM' ESTATES, I. W16P Kt (Mi) NE -WEE 228248: W P8YINW Paw iota SWAIN, EIC 11410 NE 111140 WAY 512152 ORl7AY0, NASWOION 91031 PNONE (100) 719-0016 SNWWNU, Lit I1412 At 12210 WAY SI. 101 562N0, WASI9uC10N 96711 PINE (425) 4A1.1424 CONDO NAY SU42 SEPIRATE PERttTAND APPR VAL REQUIRED SEPARATE PERMIT REQUIRED FOR: Mechanical Elecdrlal Plumbing Gas Piping City of Tukwila BUILDING DIVISION SHEET INDEX: 28458 OE$rANBDN; 1-1 IRE SC 7-1 KOPRA1GNS 1 N'OTES 1-3 M7W6 ME A -I Mt PUN A-0 DM WOUND 1 NEW [WOK PM A-21 NEW EOM°9D7 N2447014 A-1 WU7 DAMNS Ad NnDAU PLAT 88 301EDUES A-4,1 DSO KM A-1.1 EO1V1EA7 DONS Adz E001e117 DUNS E-1 NUR EWW90R PANS E-9 EPA CEO HMS E-1 OLECTW'A2 ORS Ed OIONOWG OK-UNE COW PROJECT DESCRIPTION: SOW PROPOSES TO 90711 N DIEING 91E AS UM SCR (1) UDC CLERK 11311 PATENRIS ND 11) PMNIR PAW 10W7 (1) ENs%G EMAWNEW WWI, WON BOYS C0IOL0S Wtt22C15, CAOE2 & RNOS 06111E (N) SPRM M71 PARD N1UINAS tat 9) NEN R415 161AD h) TEEN 90.WR0 ON NOMA A MANE M X NEW NZ=SWACN tPPC use PISTIL (1) NON ECARDN C 1305 ON WC COAT M PIO ;alum NAr 7880 COSS let PAWS Kg BETA' RCM FOR 711E 905WNAI01 U AN 8871C WNW 1DL1MWJIICATOS FONT NAB CN um Bf SPRNr N 714087E 111311 NW SCOPE O OW MAEE0 If 5PId1. Nam N6 IEONPOPAIED N16 SCAT DF N091 IN NN PINS INE8E RN6 NE 101 FOR CONSIR9CMN LAM 817080WEM RA PDX 511NC7NN2 SIANAIW 85*055 PREPARES 9r A ORN8D 51RRNNN ENONEIA 56EN1lIW NW15S MIST MCW05 BOTH Me NO YgW7, APPROVALS: NW FOLLOWING WOES IpENY 3P3R04 AND AMER NH COMET S NO ARCM 79 OL7MCIOR 10 PROS PITH 1W EWEIRIIC7011ECM BEN, 8100610.C130 00D0WN6 ARE SUDSCY 10 RENEW BY 71N LOU, mug Donut N0 MN OOZES MO N000IG70M NWY ARY RPM W9.7 NNE 93141URE Ilskuor 001Nf' II 1U AINNAP40.UI! D � 4 Hotting Field u Ail K)Coh G2rden °A SITE 8'i ' M.'1100N aroo 14A13,5 10), REVIEWED FOR CODE COMPLIANCE APPROVED RAPR 12 2019 City of Tukwila BUILDING DIVISION 111kMNl0I'BIM7 Fun CB1Dr APPLICABLE CODES: 24 WO M SPOM A PEf60d1F0 AND WINS VFW N 141AK0 1W1N 116 CURREW E0006 0P 11( F010W90 CODES M ADOPTED Sf SNE ECM C014 8847 M100KNLS. NDN00 W INESE PING 6 10 BE CONSTRUED 10 OM EMT COIFMC 1011QSE 0006, I. MOM MN CODE (MIS MC) 2, 7N-D1-001-C OR U1E51501ON A WPA 712 - IBEX PROTECTION 201L [ FUCK CODE (MI1 NEC) y S. WC* OW N4A NRI.ANE CCM 90U RECUT OM6. LOX NNNDN 5S W NAM, NNOW PRAUA=E ..-- 7, CNYICA4R rows 85 OR SNitt szE FA-101 No crianCr> F1,,� :. Ine son ee of won\ WIIf1J1a 3113' _,,'JI N3 3! Ine Tukwila Building Divisio NOTE: Revisions will require a r ew plan )tlal and may Include additinna 40 review PLAN CHECK COMMENTS: RECEIVED CITY OF It; 01 APR 03 2119 PERMIT CENTER 8No8WEurtbtIOW, Ca tinyoumv, d911 Sprint 15392SE101*Pi BE2EAUE, WASNNOION NW7 PIAYSPPEPA)30 BY: INF FROM ZERO 10 INFINIGY the 101utl0M ore endless 190 W. N IOOINS R0, SURE 500 14nUWES1Al09,tMW7 IB N9SD IRE -511EAW'. gsmartlink 111108E 12212DWAY57E.102 NINNUNO, WASNWG1DN M031 ME PROOlCED, 0I M 8017DIEi S ARE (ONE IOEN 7Ml ANO ARE ROFSPRM1NOMAYN0IBE �EM7JATEOOP REDIS7MMI7E0 PRESS WRRIEN COISFM7 of SPRINT. 710N ESUP07WIC@I8RUC110N I612070R3E91ER II DATE m0 TOWER #DU 2 5 FRUITSNEN: SE52XC084 AD 10801 BEACON AVE. S. SEATTLE, WA 98178 ETSESCRIP7pN. TITLE SHEET T-1 GENERAL SPECIFICATIONS I, 111C U6A 7114 4 ME WOW 6611NR 4 AgW1U6 00016w1 411 %MALRA COMM 7 01 MAPBC'I RE @VSIRUCION' AR N%WMC W 1165 SPO641946 AS E CNsofluy 67606070 NKN. 1.15 T41A4 6 4 6IOCt@CO P610Sd0311701M7,5 SITE MO 6 EWMPI 90 IBA AUI5S CAMS J. ROO 9O11464ON 4 6f6, fN CO00011 6 WAX 9413 'ql oK 16 SO[ N6 46 W16666364 40 CUM Gown TO CONtNM 44 MC MAX CM BC 467R610 43 319760 NOW, K KEU AS TO 947,43711NYYt9 5004 4 PEm CO006 41CIA6 0K Nw MC14a1016 9I01I04, 9RI4EA, IOO4MCA A40 %NffW/l 46666016 PMOA TO MOM MIN 76144.740.15445 it U04S, 010971. 0606604/4005 PE IPJw, 13,4 CUM WN11C0 9w1 maw mg W MAi1N4 NK 94:M t74N4C101 MA9ARA 441N 44NI10. 4.10 THE 7911 7067i0NCR MOW OES'.YAK, 14 CONTRIC@1 Sou 61OM NK 406E COSY 0 01068E 404 4 ME BD, MUSS S00CM[17SLTED 0110,6E Cr SP04, W A C6 0184CY OS MS 0( WC 041419144 M00UF AN 101 0E161A 7104, MOW)! 9Wl M KID wSZ9641 WA ALL r0s6 ore ro Porra oP 7.{9R1 NA ROLL NI SU6E Moo 9141406SAW41N647MM6S PAC w1sao 4D6 TN 60410 MOWS Cat 11W040 11A16a6NW POECELi5 r 0.9 K410 MI 4a OM 564346 IMi 4C74ME OIC9 946 SUIE CAMiCE WNRICTSR 9W1 O M NI CAT 7 All 6W09W5 K PE NEE, 0103 Panty NO119, WADI EOM 44007 OA 6¢5 AM wool PE A1VA41' 7 DA1M60 MAW PAS BON 0-69 4430E LOOM R401405643. 6. O4 earwax ACw1 N l6 poor 00 411 row, romp, 44R4wOS 40 L40 605514M 10 MAY(141 110N14 40011E CA 011.E M Mg Vacs 7, COCOA 9MU OPT 6E SPEW 46111156N 445451N[ RAP MO 04 6R 91aN@ f 11P 0165 MK COW 4696474, 466416 ACE, 40 04143407, 0 K7 MAW1 6616464 Mg MHOS4411I6 PEWWwm,P M1 Of 16611)11019016 6W0353010AM KCM 7464L KAM K Se OE 0t Mal' cc ME CMS WOO 460N51PM 611 el KCAOm 10 00104 mom, 4N0 SFNL K NUM P4W700190 6 DM 114406 4*0 N0106 SAC 6 M0E0 Bi IN L04AC01 hUOA L766711)4 4 6[Y MIER 904 THOSE 964A 0 TIE P146 IM C RCM 9NU AOUM OA VW awn 4410EA 4o IN AWJNaI C1 MN AOWI6114 CW M WI OWE RAMC WEN IN OK 1, MI 0,3641109 SRC en PAL 1 1904 k R!a0 ELIPOT 450615 S00515 16, ftrOlw4E, 1161417110 40 rW4 401176 NW SVC W164P06Y1SKEW 464 W BEUe40Est NE mw1A44194U BE41.776431f 501 COMM W NM 44 HOW MOO S61n4 10.41 PMBgs w 41MOMRMS 05W W 6KK DPAP OS PAPA WNAOIA0 WA91NC14 05510W f NE 197 400OA NS MUMS 010091E KO CAC OK IIK PAI cl61N616M MW44 44 1$Wml 4 W 7 ore MR WARM rat( Pit Ca4N1CM' RICO 44 OE IOBI. II. ME MORON SC 17WI 4O fir 0R 41 KO1000596O4O NSPECIW6 Na9R40 i7 PETffs t 7 N MOM 45 001*E M6[W OK COO CI NNE MOPS N SP S. 17. O! 76604 9WA 4106Or 99419191E 91CPASON 40 [PART 41 11W KENO 940D11C1096 01 115A06 4 mot, 414 w5 OR PEP 8/1901PART MINN CO14CIOR 94U 6 510 REM 40551E 10 MA WNWM% 104, mPWS, MA 414664T1 50E1115 A40 03044440 O Nl 40676 7 wN MOM MOMS 1310RWA9M Wen 94UM71N B6401604 NIA ELAN 4MN0. 45 9N1 kir or cram Kraal 44N4 KHAN[ MO F0 a4IAY 4o PRBIISOWI COMM NACR.0 SIG 4YW11011Ao 0044110E 035nOM 01461451411440604 102OS 05 IX, SR e17 69304E L 10116-1601 SWAN 4Wt w1A AN NI DOOOOA40 WNOC91S A2I 144'QR c559 4ML 441W, W m151.1211 14P M4NOgw 157105 ER LAN 44 Mu 6O 14119FI 40C 4, Plly4 3I111.1100 14,46114141E401540649915 PION 06001 E14049E 49140NEF5 ASNWl4 STAC405 WIGS 50EMISE 40 494 MSIN OR 1U6I TWA WAS OR K01.1106140P00h46 IS. OK C30654 9* OR maxim 4*0 454 41 Mlle 99C66, 40(54 OWK, I0A;WA ON ONL SPORTS NY AU VAS t6 ME WNRW17 SVECOURCORS SW Cot 41 ROAML warm oral Ne 4w1 oar N1N Nl WNIf.60E UC4 WAS GLOM CO AO 70W403, 4 N714 6K STAR WOO 7M51OS 6A4136 44106156, 1i5114MC BM MI i41m O MI C494 Of ON 40004E S0ETT PAD NH510911J. 17. OE COMM 3441 MOW 4A 090114E RAI ON4F NMI PAY Oa1N 004E 0.YWF4C9Y, 410044E 10 N4 MD DM WO Monk %60005A51NO CA NO, MAX SIMRS OR EDAM 010 94U M 40111r N0Y460 O KPINIO 61f 01614PJ1 O Off Ast 91 PRAWff NOS REPAIS 5006E AI AE Ma 11 AC CA64t104. 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ONO 1NIKf THESE DOCUMENTS ARE ED NMENTWL AMO AK NSW PROPOIlY OF S P41N1 AMO MITRE 11PROOUCEO,OISSE1WAIEOO5 MOWED WPNOUI HS651505SS WMJIIE N EO4SENT OF SPPJ47, TOWER #DO SITE SE52XCQB4 AO 10801 BEACON AVE S, SEATTLE, WA 98178 0 SPECIFICATIONS & NOTES T-2 DF IN CASE OF EIWERGENCY --- CALL — 1.866.400.6040 SITE NUMBER: SITE NAME: SITE IDENTIFICATIO SIGNRGE THIS FACILITY CONTANS CORROSIVE LIQUID ION LIQUID CLASS 1 WATER REACTIVE L QUID SITE IDENTIF CATION SIGNAGE ACAUTION Beymd Ns point Ado tfeguency leas is this slre may exceed FCC rules to human exposure, fgt.], Wiry, *boy poRudNp iRnl f W po W UMS la nori4 p Itllo eequmryin rooaers. NOTICE Raab literacy golds beyond Nlspolnlmayexceed the FCC penerd pudk exposure Mt Denyopad ova maOlt WNW la working In **miry eolnnmeAN, Beyond Ills poly Redlo frequency kids et Ills she escad the FCC rules W human exposure IOW oegNI posted NNAe RAd viR Odium; ha oortiq m iodic N Rpwnry M11onninh WM InnYn 1e mean h*rµ wriniiaiTl.u.�n,Iaa+,,,d RFV1F v CODE COMPLIANCE APPROVED 0121019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUH►WILA APR 03 2019 PERMIT CENTER SITE IDENTIFICATION SIGNAGE 3 Sprint) 15195 SE 311H P1 NUM WARS RUMP:00Y. \FI\IGY8 FROM ZERO i0 INFINIGY Me aoluuom we endless BOO W. NIGGI NG RO. SUTE YD eGlfr4wESTATESAx 109 EMS 6-015 gsmartlink 11110 NE 17ENDWAY STE. 102 ISLANO,WA$NWGION pp6H iNESE DOCUMENTS ARE GONNDENTkANDARE mE sou moral Or RONDO Wer NOT BE REPRODUCED, DaSDMNAIEOO uDa1RIeVTE➢ WITHOUT DIE DPRESS WR OREN EONSENI OF SPRINt PTION MOOR0)NS1IUCMN TOWER #DU TSttEf. SE52XC084 RESS 10801 BEACON AVE S. SEATLLE, WA 91178 AEETDEsCRM EXISTING SIGNAGE —MIEETNIAWER: T-3 PLANS 'WARP FOR. OVERALL SITE PLAN KEYNOTES PRAEcr AREA SEE DUAL I/A-1 ENISIING/NO CHANGE U10.I1Y POLE AS1,411 YSPOTPANEI ANl7 A AWED NEtlSRNCYOH rQY TRAY9q % LONER or. Or I FIR SEM IOTA Cf JJ, REEU TO DUALS 1/A-7AND J/A-8 PAPP 547680OIJl PAPP 47 140 1ROR411,1 C'OV 4MD MOAN OBA1665 1S BASED OV PRON10E0 EfOIAROY ANO S NOT LIE RESULT O` A MS SLIRRfl EMISNNIG/NO CHANGE OYERH O POKER/FIBER EXIS11NG/NO CHANCE IIICH CAPACITY 1RANSNISSION ON[S OMRHEAD PARCEL/ 5476&WISl APPROBIAIFZOCAROY Cf DISK PROP611Y I hE /APO �6874 REVIEWED FOR CODE COMPLIANCE APPROVED 1ECA1 OESC: POTTERY NOW A07 C Cf S 7RAR G4 R71Y01fR ACV RECA.R(ETa ^F EO il4001 C CITY OF TUKWILA PM/ 5476100110 SITE PLAN APR 031019 scup: n'.3R' sNEn i' Ts.O 11.5' O 11.5' ZS' O SW[: 11..11' • SO'-0' 5510.1 (Me) 1 Sprint,) ISDSSSE PITH PI RE11EWEWAS,µ GIONRRGI -RA'R RENEW INFI\IGY8 FROM ZERO 10 INFINIGY the loldoni me eed4n 7500 W. MGM RD. SUITE 300 r6twNErATES,Aroim JD UI(R W9-0B gsmartlink 1 WO NE 1410WAY StE.10! NY moo. wasiocrON 9RICi1 DOCUMENTS ME CONEIN NTUL AND ARE THE SDIE 1111N1Y OP SPRINT/VC MAY NOT Of REPRODUCED, DOSEWMTEDOR RE0I511000E0 WRNONN E EMPRESS WRIIiENCONSENTOF SPRMC, TI oscoN Rrnav MIMI PM' DATE TOWER#DU2 5 RIEL SE52XC084 O AOONESS 10801 BEACON AVE, S, SEATELE, WA 98178 SITE PLAN A-1 PERMIT CENTER PiAMDREPARFO FOR. EXISTING COMPOUND PLAN KEYNOTES EX611NC/NO DIANGE DiAIN [INK EEO ENSIING/NO CHANCE UTIUIY N-ERAME W/ SPRRII METER a3 ENISIMC/NO CHANCE CONCRETE PAD EXISBNC/NO DIKE ICE BRIDGE OEXISMNG/ND CHANGE CJARTARE CABINET AND STEEL EQUIPMENT PLATFORM WHIN EXIS1WG [EASE AREA 10 BE GOO NEN EQUIPMENT PLAN KEYNOTES NEIV SPRINTE-EAR d 8-C18 QV FAISIM'C WET PAC MYSRC ti-fBAME 4EDEM SPRETA-41 MED 7' 0 Idh4NW AGITSS ClEARA10E PER AEC fill FART 9'-6' N 9'-6'IEASf ARE4 0V EZJSINO OWE (1) REURN CARIES AV a 6'NT iGE TO ARIENNA IEVA A[QVC EAI6 K ME ROUTE 8STA L AE1K MIT NOW 11691- SEE 0U1C 5/A-4,2 kg (PS ANIfNf64 - SEE DETAfl 1/A-Al 11' CO'CitlEPRR - 9T TAt VA-4.2 0 LANTERN MO ASAIGAIED EOIAPNEHI EOGRD A60YE EVAPREMT AREA MOT S`rONN fOR CURITY, SEE SC 1 4. REVIEWED FOR CODE COMPLIANCE APPROVED APR 12 2C19 City of Tukwila BUILDING DIVISION 6044.44.4.4s+4 txte 0 0 t6'-6' W-6' LEASE AREA RECFItiEO CITY CFj'UTAA EXISTING COMPOUND PLAN srxnSs+'sAo,, -0 S'0 3'6' 1' E: SEae m' PlNn if?' • 1'-0' IN m1 1 NEW EQUIPMENT PLAID APR 03 2CI9 9WE,Ii1'9,i:'.''°o ' ° I N TEE11 1 Sprint) 1995SE90TBFi 9E0114. WAy6YO1OM 9ERP1 PVtlSPREPAAEDR: F GY& FROM ZERO TO INFINIGY the WOW* arc mdeu Ka W.OGGNS Ra &CE RN ROFFNANESTAIES, W1® NU KRIS IEC gsmartlink 11110 NE 121NONAY SIE.INT XIWfUNU.WASNNA;TON DED 00.AWNGNO11 1N[ TOE KEPI loN 1SA9EONR➢ENI EflttOfSPRIMMIO LEPROF AW IKt O, ONSENINAIEOON REtlFa OM1NEEXPRESSA ITENfAN SPROKT SCRI IFLPDX098SFPRXTO¢ issumfOR REYRW ®m: [211311 TOi"' #DU SE1XC0B4 10801 BEACON AVE, S, SEATTLE, WA 98118 —SNEh11866 PtgN EXISTING COMPOUND & NEW EQUIPMENT PLANS —SNFi1NUMREF.: A-2 PERMIT CENTER MIX NEW SPRINT EMT Cal SEEM 1/A-41 MALL NEW SAWNT III IIENT SEE QE7AIL 3/A-41 NEW SAVITAI SEE oug VA-4.1 (JJ NEW SAONTN CABLE EN Nfl'aE r0 Avec 0, E>JSIDVC Sial ROUT NI -am CON r MPG N!I2NN OPAIKS 15 PART ON PROI D AY INNAIIOV ANO IS NOT R4 RESULT OF ATELD R1RLEY ANTENNA AND ASS(X'UIEO EAINNENT dGCAIEV WEEP Y:IDNTAREA NOT SHOP F5 CLANIY, SEE SECT A -A, EAST EQUIPMENT ELEVATION SCQL 7/•3E` WO 1/1' . I`•u' sue wor SNEE ilf • 6' 0 6' I' 2' 2 PESTWl NEW SPROIr tps ANTENNA SEE OfTAW, 3/A-4I WAVE, Y +1 r OrN U�Ir (BE19 SEE OEM 5/A-41 KM NEW SPRINT PC a�Er SEE LUAL 4/A-41 WbrAIlNEwSA'4711WA A'SCpA•'ECr. SEE ELEC?RG4 PLANS PO? O:7ALS 1115141 NEW ''" 11 ANCYIART WE SEE 1EVA41/A-41 1Ei SEE LA CALL NEW B-CAB CA&AET. SEE OffAL 6/A-42 NSOAIL ffW SPRINrE-CAB PA1wENT WV SP 1P, BRANS OUT REVIEWED FOR CODE COMPLIANCE APPROVED APR 12 2C19 City of Tukwila BUILDING DIVISION RECE VED CITY OF 1'UliW LA APR 031Ci9 PERMIT CENTER SOUTH EQUIPMENT ELEVATION su E 11" so ix • i o; 61'.0 66' SGIf: 11'EI7' SNFQ Ill • 1-0 RV 1 DS W9RNEPAAFAAY IIFIIGYB FROM IERO TO INFINIGY pr RDIu6Dns me melts! 29.10 W. P N,GOI S R0. SORE S70 NOFAAE91A SA 60119 @smartlink IA I9 R! 1E1ND WAY 911.10E NIP RUNG, WAVIAGTW 9S0SR ECORPDEMNOU ANOME SAINTANDM elf 1ED OR REARMED OIENCORSENSW TIO RRUFAl coNs1Rur11oN 9I WEE 1110 =MO A IN L TOWER #DU SE52XC084 10801 BEACON AVE, S. SEATTLE, WA 98118 DE9CAWRIC NEW EQUIPMENT ELEVATIONS A-2A 1 EXISTING ELEVATION KEYNOTES 0 EXISM'G CLEARWgE ANTENNAS AND RRUS TO BE RENOKD ENSTNC ANTENNA FRAME MODRT TO BE REMOVED ECASPNG/WO CHANGE MGROWAYE DISH ENSONG/NO CHANCE MN CABLES EST IRANSMISSION CABLES TO BE Me CITING/NO CHANCE TRMISWSSION TONER EXISYNG/NO CHANGE UTuTY N-FRAME [MSTN'C/NO CHANGE CNANA FENCE W/PRIVACY SLATS 09 EAISING/N0 CHANCL ICE BF?OCE e10 nosTRIG CPS ANTENNA TO 6E REMOVED 2 EASING C[EARN1RE EOUPMENT TO BE T NNED 2 EXISINC/NO CHANCE CONCRETE PAD eGBDUVD LNEL REF.: 5-0' AGA, EXISTING WEST ELEVATION TOP Of TRANSMISSION TONER E0TEP5ION TOP OF EXISONC ANIENN_A.S p / UV. _ t125'-O" ACE" CEMERONE Of EXISTING ANTENNASp ELEV, 1123'-6' AG,C CENIERUNE OF EX5INNG MW DISKS p OD, _ }I2J'-D' A.G.! I/lfi'=1-0' 1 NEW ELEVATION KEYNOTES ODEW SPRINT PAC ARK ASStY7AIED EO1IPV'N1 MOG441E0TOO ACM COX ARURF - SEE SPIEEF A-M NEWANiERO'AION fROESTNO PART/ 05-716 47 APPRO5 (OVAL EXISTING/N0 CHANGE MI©ROWAKC CASH (TV.) ENISRNG/N0 5IANC5. NW CABLES 0 (JJ NFN SVNT NiBRW2 CAtNfS S AIAVO E(ISRNO Ulf RN Ei0SDNC/NO CHANGE TRANSMISSION TOMER 07 EXSRNG/NO CHANGE Wulf N-f'RAME ENISINC/MD CHANGE CHNNI,INN FENCE AA/PRIVACY SEATS 90 EXSI*/NO CHANCE NE iflRIDOE e6P6 ANIEWIU NEW SPRINT10.0101 EXISTIG/N0CHANCE CONCRETE PAD NAEOARLW DIES ! BEEN PEONS BY R EO THE PA.SSNO ANIEA'NA ASSESSVE T R 1BR FO CYNSiROCII100 FINAL WEST ELEVATION IDP OF iRW510SSRW TOWER EXTENSN1ti 12S'-O' AC, rue TEN NNW 50500 z t12I'-2' AG CDATENNE Of EY51WC Ml9 DES SW OF LaO EMSp OsV, i t121'-6' AGC REVIEWED FOR CODE COMPLIANCE APPROVED APR 12 /019 City of Tukwila BUILDING DIVISION Sprint) 1559$ E00iHPE HUME, WASfRAU`10RMIMt \FINIGY8 PROM iERO TO INEINIGY theAlm ore Well SSW W. HIGGIN5 R0.01515 0* NoNNANESTNIEs,A(91W m 159an gsmartliok 1 to1D NE IN WAY 51E.1Q NWIUANO 9WSNINGTON 9sPk ENGKERNGUCENSE iHESS DOCUMENTS ARE C0.9NDENDWANDPAP NE SOLE PROP EAIRF SPRINT AMD MAY NDi RE REPRODUCED, D6SENMBAR000 RED6IRNUIEO WITIPONE INE EMPRESS WR6rtM C016ENT OF SRC, -REWmo% DESCRIPTION 001E CITYC1I 1yvt Uh1 nwIzeoriAc1D,v EMI RJR RE9IEW APR 03 /019 PERMIT CENTE SCNL SR' R' SH11 I� . i -0` SG1C 11;IS' LMD 1/16 • f-0' IMYM T0M1RR A� TOWER #DU 5 R SE52XC084 10801 BEACON AYES, SEAT11 WA 98118 iDFSC0'Ail0N WEST ELEVATIONS rNDMSER: PUNS PREPARED EOR, SECTOR A 8 C MODEL sat C26SD9890 EXISTWC MICROWAVE DISH STELL 02629890 EXISTING MICROWAVE DISH YELL C26SD9890 ANTENNA S12E 35,75" 24.0" 35.75' 24,0' 35.25° A21MO1H 0' EXISTING 120' E0IS11N6 240' RAD CENTER EXISTING ANTENNA SCHEWIi FREQUENCY 123'-6" 2500 MHz 123'-6" 123'-6" 113'-6" 123'-6" 2500 MHz 2500 MHz OTY RRU MODEL 2500 MHz 2500 MHz 2500 NHz. 11ER 011' MODEL HYBRID CABLE (HCS) OTT LENGTH OTT E LENG 1I9TING ANTENNA SCHEDULE SECTOR ANTENNA RRU FILTER HYBRID CADIE (HCS) COAX MODEL SRC AZIMUTH RAD CENTER FREQUENCY 01Y MODEL 01Y MODEL 01Y LENGTH 01Y TYPE LENOiR A tiPXF I1SK.4J-C-110 66,2' Er 121' 6' 800/1900 MHz 1/1 800/1900102 -- -- 1 t(016) T1116SP-I0 65A 2505 MHz i 2500 MHz I DOSING EXISTING MICROWAVE DISH 24' DUSTING 123'-6" -- -- -- -- -- B AP50 LLISK4J-C-110 68.7' 120' 121' 8' 800/1960 MHz 1/1 N'I/1900 MHz -- -- 1 t145-0' (VLF.) -- -- - i1789W-10 65.4' 2565 MHz 1 MOMHz -- -- -- -- -- EXISTING MICROWAVE DISH 24.0" EXI911NG -- -- -- -- -- -- 1 64)511NG C ANGEOLI5(.4J-0-110 66,7' 2C 121'-6' 800/1900 MHz 1/1 800/1900 MHz -- - 1 M14-0' (YIN - iRRS4e-TAR 65.4' 2500 MHz 1 2500 MHz — -- - - RF SCHEDULES EXISTING ANTENNA PLAN NONE 4 0 MC ANEMIAS 10 BE 45000O ((3) TOTAL) NE1F SPOT PANE ANiENNAS OWED ro USE AMNIA TA WIN Ulf (6 6EAi - (Sff DETA6 I d J/A-41) OAEII'9PRR11 NO Az MAIM ro M WANNNNA MOW Of (1)P.) 2N AO SOT ISORAMOUNTED ID1OfM11304 AfpAVNlf RV OF) ACM' SW NOWh RRM'S IONTD TO NEW AMiNIA IKON IRA4E PR) OE051INC7N0 CHANCE SRM'NF MW WSN (TYP OF 1) O50574G ANTENNA MOUN0NG FRAME 10 BE REMOVED OE0SON01N0 Diva 13AHSMISSION 10WER OMEW SPRAT MVO MWN1R4C'Ulf 91640 PART/ 85.216 0P Ogg ECUAL (OP.) ANTENNA PLAN KEYNOTES SCALE: NONE 3 I.. f0NIRACi0B 6 TO REFER 10 SPRINTS MOST CUBRCNI RADIO FRE0IENCY DATA 91EE1(RFDS) PRIOR 10 COHSIRUCIION 2, CABLE EPOS ARE APPROXIMATE CUNIRACIOR TO FIEN VERIFY CABLE LENGTHS PRIOR 10 p0DERIN0 FABRICATOR, 0R INS1Alu011ON OF CABLES S 860- wVMCAIES IVEW!VIPNENT REVIEWED FOR CODE COMPLIANCE APPROVED PR 121019 City of Tukwila BUILDING DIVISION RECE CITY OF i•tfh APR 03 2019 NEW ANTENNA PLAN OE NONE 2 1 Sprint) 15 55ESOFNFL BELLEVUE.WASNI*ONSWBR ICY? FROM 2ER0 10 INFINIGP the soMlaa aro mdleu ESN W. HIGGINS RO.SVIYE SOS 4040)IE51,41E5,,U244 Atl UABEI N9-55 @smartlink 11110 NE 1IINOWAY STE, VIZ KIRKIAND, WASHNGTON BB0z4 C(U14NOS ARE EONFMEN0IAI AND kit EPROPERIYO0SPBINI AND MAY NOTOE JCEO, 0ISSEMINAIFD DR REDISTRIBUTED ONE EXPRESS MUSS CORSENROT MRN1, EMS IURC061111MON MORA REVIEW TOWER #DU SE52XC084 10801 BEACON AVE. S. SEATTLE, WA 98178 DESCRIPTION ANTENNA PLANS & SCHEDULES Et A-4 NOiEI 1, NEW ANTEJIWA; RRU 10 BE WOIRIE 1O rN (NON) SCH 40 PIPE VAST, CONTRACTOR TO GIFT PIPE NAST SIPE AND Sq&DUE PAO IIPGRIQU W REOURED, 2 ANTENNA All) RRU MG TO BE CONNEC1Eo PER RF DATA SHEET, PROM BY or BONER. On NNtRRU Oa 10 NEW NOMA RFC WIN IffitioACIVER SiMPI.WB HARiWARE NEW WCiNING RUE OM PART/ R5-216 QT APPROND EWA2 NEW In IRYt RAU NC4WIE0 TO AEW ANTENNA APE WIN 9.IPPO HARDWARE MOUNTING DETAIL TES NE1V401tFWA t RRU 10 BE UNiEO TO rN (NOW) SCN 40 PIPE St Cg9TRACTOR 10 VERIFY PIPE ST SIZE AND SCNEOAE ARO DISK 1010 A'EW SW NO 91FPR0 PART/ R5-116 CR APPROWD EQUAL HEW 25 Q4 RRU IWHfIE0 TO AEW ANTENNA P01 WON HAHUFACIL14ER SUPPENO NAROWARE MOUNTING DETAIL HI NEW PARR NONA AN1ENfO RCM PK MOLL RRN-P4 MANUFACTURER: ALCATEL-LUCENT ENT: 45,0IBS 011.N90NS PhD): 201 t 1112' FREQUENCY: 1900 NHt RU DETA V NOEI: RRN•BB YANOFAC11 SAMARC W9GHi: 505 LBS MENDS MN HNOER WARD, RFC BOO (IAWA} ISO' t 9,45' t 211 FREQUENCY: 25 Alt RRU DETAIL h WANIFACRA ER: COWSCOPE WO011765AP-1M NON 331 LOS 001106014 6,14' t 120' t 4,r FREWERCY: REFER TO RF DATA SHEET AB' AISG WT AISC IN RP CtR'NECidPS SECTOR FRAME STIFF ARM KIT DETAIL NOEL RR11-C2 NANUFACIURER: SANDING MT: 59,53 IBS (ALTER: 182 IBS) DAM (1.40 i&1' t no' 115' fREWEAOOMHz 100 Wm N1E? RRU DETAIL NONE CAUBRAIIN CCWNECTCR SCALE NONE 190' PIPE 10PO COO (fl ON) I/2.1649E N RRAYE POST CPS ATOM MCO A E75-100•10-201— SET SCROF -- GPS ANiEiRU4 ANN 9.1P f6IER ICOT = Goy AN10001 / TN PPE PS ANTENNA RANUFACiUWR; RFS MODEL APA'18BLL1SN-42-C-I20 Wi]0IL 341BS W/0 CLAW NOSE 661 t 126' t B5' 4NEWENCY:: WEER 10 RE DATA SHEET — REVIEWED F+ ODE COMPLIA APPROVED AP 12:01 City ofTukw BUILDING DIVI RECEIVE CITY OF1UI\ NO APR03NI OtdIOENNAt4NOARE RiMANPM4V 0T44 fE00RRED6@1RUIE0 04414400440NTOf Sprint) ISImsSE20YNPt EillfWE,WASIIVONIPV it Fi GYM FROM 2ER0 TO 1NFINIGY the Ram are erdoi 2500W. HMS RD. SUITE.Efl1 KONMES1AII,UPP119 a az 11.615 11410 NE 172NOWAY$lE. 102 NdWANO, WASNPNifON 09Wd uaD,o�EM WR UTNE $ TOWER #DU SE52XC084 ORM 10801 BEACON AVE, S. LA SEATTLE, WA 98118 EQUIPMENT DETAILS RAXSPREPAAZDFOR. 26.4 FAC IJ.TE S 20-SCA02 EIGHT; 550 LBS (229 KG) WITHOUT BAr11R1ES DIMENSIONS: 30.0' X 38.0' X 73.5' to TRONT 41074 3 E-CAB CABINET DETAILS 500 WATT LI1HONIA CMARIZ f1.000 ualr KARR PROOF 60 MIN. ROTARY RC IOT SWITCH 3/4' RCS DONONT FOR (3) ill? AK EIECTRICAL RUN 12 AK NE SOLO %KO COPPER WE 10 CKUND RANG E401748646KAP TO NEM FRC CABINET SEE DETAIL 3/A-I WORK LIGHT DETAIL SCALE: 38 0 .RE VIEW SCALE: NONE PIP CAP NONE 7 4 .1 FACTITRIR; ELIEK MODEL: ESOF020-00662 WEIGHT: 330 LBS (150 KC) WITHOUT BATT OWENS : 16.5" X 34.1' X 715' FRONT VEW B-CAB CABINET DETAILS le 100 AIIP 120/240 V P016 PROUD PRE NNIFACIIR RR 07 ECU NEY 1 5/8' GAISANNO 24657660766716660 G4P“1-8041 E 10 71-06440POST COORMAIE ROT AND SPAX TO RAW kORINC 1.00.40 Nil r OM, MAL CANIB 41-43A4E POST orrH CAP UTILITY II -FRAME DETAIL SCALE; NONE SaLE: ANUFACRIRER: ELTEK MODEL; POWER PROTECTION CABINET-POER SECTION (PPC) WEIGHT: BO LBS IMENSIONS: 24,0' X 36,0' x IGO" pol2 PPC CABINET DETAILS 4 4 CEMENT AI\ 0 10.0 SCALE OE rM 046640077 POST 110 1 UP TING DETAIL 4 SCALE: NONE 4 3 NOT USED 111=1-1 - REVIEWED FOR CODE COMPLIANCE APPROVED 0 12 1LO19 City of Tukwila BUILDING DIVISION 4 RECEIVED CITY OF YUMA 0 03 019 PERMIT CENTE SW: OE 0-7-,r 011 VAN POST 0I4 A a CEMENT PIER DETA(L SOU 4060 Sprint) 1095 SE 301HP1. BEUEWLYONVONW TC'R11\11GY8 ROM ZERO TO INFINIGY loluttora ore erdeu WA W. HOOD. suNE sou NI ESIA115,11010 GM W3-0Ja SitEuar @smartlink 11410 NE 1110J WAY STE i02 KIRLAND WASMIGTD198031 —DRAM NESE COVMENTSARIOINFIDEMANDARE THE SOLE PROPEVIOFSPAINVANOMAY MOT REPRODUCED, OISSEINNATEDOCI uommeurco 14111100 THE EIPRESSW11701 COW OF MINT REX DATE 111: 11=MMIMIIIN =M11•111 MM= MEM =MIMI= isstaRACOVIUM IVO E B A TOWER #DU 2 5 SE521C084 ADDRESS: 1080I BEACON AYES. SEATTLE, WA 98178 —SHEET CEPTIO: EQUIPMENT DETAILS OBER A-4,2 PRHARE0 FOR; CUT POST OM TO SUITE AND INSTAL. PPE CAP CONCRETE ER 24" WIDE ICE BRIDGE CUT ICE BRIDGE CANNEL tiNGD1 TO SUIT (SEE NOTES) E KrT AMA CAMS ARRANGEMENT BY CONTRACTOR SEE [VAIL vA-4, AS NEMED NOT 1, CONCRETE SHALL BE MOM 2, INSTAU. FOUNDATION AROUND P1PE COLUMNS SUCH TAT TOP OF FOUNDATION MENDS 13. ABOVE OPE SEE OVAL 3/A-411 AS NEEDED 2-1/2.0 COLUMN Or, 24WAVEGUIDE BRIDGE - IffS WB-CY110 (OR EQUAL) TRAPEZE KIT - 1(25 11/B-11(110 (OR MAL) SNAP -IN ANDREVI RANGER. VERIFY QUANTITY & SIZE REVD, KR - NTS -11020 (OR MN) REVIBED OR CODE COMPLIANCE APPROVED i1PR 12 2C19 City of Tukwila BUILDING DIVISION RECEIVEA CITY OF IIMILA t+PRo 1119 PERMIT CETE Sprint )+ ISM SE19111Pt BELK %WNW PLANSPRE ARE/ St 11\ Fl FROM ZERO TO INFINIGY milaom endesi 2300 IV, MOGIN.S PA SUITE ED KOINNOSTATU, kid% UN 041413 Osmartlink If4ltlIfEI2IONYS25.02 NIRKLAND,110INCTONORN caumENTs ARE comormt AN Am m PROPZITY Of SPANTA1101lAY WIT IE REPRODUCED, DISSEMIIIATED OR RETUNED W111101/T5IE UPRESSKTTEN CONSENT OF SPRRIT. DESCRIPTION OURPORCOATRivico Ea POP RLYILV SITU TOWER #DU WE 4 SES2XCOM E CRESS 10801 BEACON AVE, S. SEAT11,E, VVA 98M 11-SHEC INSCAIP10. EQUIPMEK DETALS ICE BRIDGE DETAIL T.S -SE1R A-4.3 CDf ENLARGED SiTE PLAN KEYNOTES OV PONT E-CAB CAW tiDJ(/ ES0A110-SC102 -SEE SNi1A-41 0 NEW SRw1 B-CAB cocoa, ESCY010-{CW1- Sft 9REEi A-41 O NEW SffiW16PSANIMA ECM I004 IN01' JY UNnYEl1R NU TO NEWSSONT 100A RA1E01-PIL 44 114 NEWA-1R MOM FUSED Mier EOM NM IGVA VI' FUSES COMO AIL REDUWE 110 MIM UNiY CEYIPANC PONCE AR NE( AFIAGIED EAYAAP4D Le wWCiiING '1 TOW AA agree 100A RAiED 1-P011,100-31t DC NM FUSED ENV SOD O NEW MIT 100 AIM 110/110 Y PPC WASH 11.8 C1 MAE O NEW SPRANiHMI! SEE CM SOEFA41 EVSM CWGREIE E 10L11NI PAO 0 (3)NEWNi83DCABLE FOALL ffCT0S O NEW SPOT NARY LOT - SEE DEFAA 3/A-4.1 IO (!) NEW WO CIL AND (I) /5 ANC W, VOX w 1 RNC Ada AND RN4 BF,G 11 gNEW/HANG Ell.AiD(1)p1ANCpLCRXw1'RIC 17 NEW fiat AND (1) Itl ANC CU E4WND REIC WC AND RAD RFC 13EX1S2V'Cmiry H-fR4NECONNATE NMUNfYCOIIPAYYf0040 110/240V-II-3W,100A SERVICE FCR SPRw7, t4 (3) WNomun(I)16ANCatom 1'Ric AF.GANDwars s WI'cW/(3)pDAlm(I)p0F1mFRalwc 10 8-CAB UTILITY EQUIPMENT PLAN KEVIEt'VEU FOR —3-3— DECGMPNANGE3-3— APPROVED AN 12 2.19 City of Tukwila BUILDING DIVISION RECFI'!ED CITY OF l UKIVIIA APR 031019 ikfigt Sprint 153.35 SE ]DIN SFLVX, MsliNGIDN 9F00F IGYB FROM 1ER0101NFINIGY the sENuNOm are endless 2W0 W.MIGGINS R0.511RE 500 147EEWN ESTATES, L65169 a QM Fes smartlink 11410NE I1i10WAY STE,101 PROACI, WASICKION 9807E - PANG N01I[E'. TRW 000UMENTS ARE C000EN1W AND ARE THES011PROPEPIROFSEW AND MAY NOTRE NEPRONCEO, DV/MATED DR REDItTRIDIATED MOO NE ERPNWWRRTENCONSENTOF SPR N , DES RP 01911LA5'STR6L7GN 6311EDFOI RCVICW DATE TOWER#DU2 5 00 MU PANT SES2XC084 -911EADnnM 10801 BEACON AVE, S. SEATTLE, WA 98118 ESCR UTILITY EQUIPMENT PLAN E E-1 TO EXISDRG 1RANSFCRNER NEW 10A RATED 2-PC1, 240 V NENA-3R SEANCE MAN FUSED DISCONNECT NIGH EOWPPE011H I0A'RAI' FOSS 100 2 NOS;. USE DOSING ICE AMP METER SEANCE 8 POS98l!. (A) = FACTORY INSTALLED Al( OTHER CRCSIT BREAKERS 10 BE DRONIDED BY C00IiRAC10R, BASED ON FRONDED INFORMATION, ELECTRICAL CONTRACTOR TO VERIFY. 1SDNG 2 AMP NETER ) NEIv AN GD. AND (1)15 AN'G cu. 6RWAV 04 1' RUG AFC. AND R4C 81.0 NER0OR PLUG MOUNTED 10 PPG BY MANUFACT,RLR NEW 10 AMP POWER PANEL E1(60116AI SPECIFICATION; GODLY µ11H 1Hf LATEST E0110N OF NE INTERNATIONAL BUILDING COOS, iNE PO0IRENENIS Of All APPLICABLE MUNICIPAL AND STAR. CODES AND RE0AAD04S, AhD DUTY OAD LANES. 2, PERFORM ALL 1ERN1CA00;, OBSERVATIONS, TESTING AND EXAMINATION OF WORN MNOTT ID THE ORDERING OF 11(6188041 E0IPMEN1 uq 111E AC1U01 C00SIRUC00V, ISSUE A 4 f154 N0110E Of ALL ENDINGS TO 10 CONSTRUCTION NANADER LASING AU. 1AWNCDOS, FAULTY W0IPMCIT AND DISCREPANCIES, G. UNOERWROOA0 COCIDI SRNII BE RIGID POLNANYI CODE CONDUIT: SCWDUI2 40 CONFORONC TO IL 48001651: NESiERN PLASTICS DR CARBON M.A4UFA01DRER, COPUNCS SNA11 BE SUP -ON SOLVENT SE4EO 1 PPE SOLwik1, Bf1ERN PPE CURARE WITH PVC DUCT, ALL BENDS SHAH BE 30' MWIMUN R4DIU5, 4. NEUTRAL SHALL BE COLOR COED, 4SULABOI SHALL 8E CROSS-11y0ED PDI`01NY(ENE. 5, �N1RAC5 10 CGNiA01 ALL U10II1S FOR LOABOi OP UNDERCR0N8 SERVIOS, Sb'RNCE LOCATIONS 10 BE CORNED PRIOR 10 ONS1P0CTION. 1, THE CONTRACTOR. IS RESPONSIBLE FOR All PE011017NG, FILING, AND LEES IN CONJUNCTION 1011H THE PROJECT, B 111 CONTRACTOR SHAH SCIIE &E Wl NECESSARY INSPECRONS W1H THE PROPER AUIHf10ES AND INFORM Alf 24-HORS ADVANCE AL TICNCIS AND 4ISPEC1100 VERIFICATIONS IL BE SIIBNAIIED 10 THE OWNERS REPRESEN1AOff 011WN 14-HOURS 11010E 19E INIPECBON HAS TAKEN PLACE, 9. All EOWP0ENi TARING, ANC MA0ER14S MUST NAVE A UL I ABET 10, AU INK SHALT. BE DONE BY U6NSED ELECTRICAL 01RAClOFS AND PERFORMED IN A K)11144EINE MANNER ANO 5110I PROCEED IN AN ORDERLY MANNER SO AS NO1 TO NOD UP THE PROGRESS Of NE PROJECT. II. THROATY TEST N1 LINOS, TEEBERS E01PMMN1, AND MACES YP1N MOAN LOADS 10 ASSURE PROPER OPERAD% 12. CONDUCTOR IRONS SMALL BE CONTINUOUS 3RCAI iERMIMA1I0N 10 IER0 41104 W1HGU190UCES 13. FRONDE RIK BOXES NWNRE SHOWN AND/OR WHERE REOIRED BY GOES AND/DR DIP COMPANIES. li, All CONDUIT ROOT IN SHALL BE COORONATEO MIH DIE MECHANICAL EO801104T 10 Ad LOTION CORM, CONTRACTOR SHAH VERIFY AU_ LOCATIONS 1S. Ali NU SNAIL DC TAGGED AT ALL ltsl BOY(<, J-BOXES, EQUIPMENT BOXES, AND CARNETS IN APPROVED PIASi8C TAGS, 16, Al 681*ERS IN PANE( BOXES SHAH 8E IDENiIIED MDT. TYPE ARIi1EN LATE HEAVY PLACED ALCNC SIDE OP NE ' AYER, 11, All FLEE RATED WAIL AND FLOOR PE4E1RABONS ARE 10 DE CAULKED AND SEATED 0414 A FIRE 8E5S1AN1 CAUIKINO 10 M454144 THE INTEGRITY OF THE RE SEPARATION IB LINUZE SDNNEBORN 114E NP-I CAM FOR SEALING All EXTERIOR WA (P NJEiRABOIS SINGLE LINE D ARAM NONE WORK NONE NEW PANEL "PP1" i00A, 120/240-10-3W, 60Hz, 100A M,C.B, SU VA SOFA 0006 CVO 60* AYES 9U9 6 WP5 60130 GND tffi2E 100A0 1 %h Yd A O A B 7000 MB EB 10 1 4-. 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ELECTRICAL COIIRACICB 10 WRAY, NQ1E 1, INSTAL UTILITY LATERAL PER Ulf( REQUIREMENTS 2. 000 COHORT SEPARATION IN ACCORDANCE MN LIDO( CO, AND NB REORENN'N1S5 B. 1101E THAT EXISTING SO CR SURFACE TREATMENTS MUST BF RESTORED BY E11HER SEEDING CR SONk71NG GRASS AREAS, OR MIX ASPBALI OR CONCRETE AREAS 10 116 ORONAL CROSS SEDDON, 4, HAND DIG 14310E FENCED COMPOUND. IiROWkt below, Call belaeyaog, REVIEWED TOR CODE COMPLIANCE APPROVED AP 12 '019 PER NS City of Tukwila BUILDING DIVISION BAOfF1H (SAIL OR NAIVE SOL) PER [ARM SPECE1CA1AV RECEIVED ru U1N11Y CDNou ITY Or TUKIVIL APR 031019 Sprint) S�SSE101491 SELLE400 v10 %9I0,995W1 FROM 2ER0 10 INFINIGY Me wlVMoro me en0enn 2S03W. XICIENS ND,SDIiE S00 XO FYN4101 A 101, A 45159 OW 19941S Sal 5C0: gsmartlink 11410NE12205WAY 5S1E. 0102 MUD, ENC'NESAIN011 (OREMR4ANOARE Of Oka AND MAY CBS NCB 040EDIS18I80050 AIf15NC0NSEWI Of DESORPTION SSUSD FDA 24A9511UE1104 511E DATE TOWER #DU O 5 T01 SE52XC084 -SAE9004005: 10801 BEACON AVE, S. SEATTLE, WA 98178 AC PANEL SCHEDULE NONE 3 CONDUIT TREN CH PERK NONE SNEEIIIESC P1106 ELECTRICAL NOTES AND DETAILS SXEE-XINSER: E-2 NOT USED NONE FLAT STEEL COVER HARCER BPS 0/1 FLUSH WTTH GRADE FINISHED GRADE 4' Nil 6' OF GRAVEL BELOW GROUND RING AT TEST WELL ONLY EXOTHERMIC WELD DIRECILY TO TOP GROUND R GROUND TEST WELL DETAIL EXOTHERMICALLY WELDED DIRECTLY TO POST (CON GAR AFIE CONDUCTOR TO BE IN 3/4" NON-METALLIC UVUITIIE CONDUIT FROM 4"-6" BELOW GRADE TO WDR4 t2" OF EXOTNERMIC WEN ON POST, SEAL ENDS WITH SILICONE. 12 AK SOLID BARE DNNED COPPER CONDUCTOR TO SUBGRADE DAY 42" PVC WITH FLAT STEEL COVER HARGER 1358P42 12 AWC SOLIDI BARE TINNED COPPER GROUNDING CONDUCTOR 4-I" WIDE SLOTS, MEND A80VE GROUND RING (2]" LONG TYPkAI) NONE STEEL POST TYPICAL Al ALL POSTS C— CONDNUOUS GROUND FONG SHED PER GROUNDING DETNL 5/8" DLA a 10'-0" LONG COPPER -CLAD STEEL GROUND ROD GROUND ROD DETAIL CONTINUO WARNING TAPE DE AGGREGATE COMPACTED .1-0 0(U0 ,( SURFACE EARTH C0N1N000S GROUND 44 kEVIEVUED FOR CODE COMPLIANCE APPROVED City of Tukwila BU IDING DIVISION 6 IN VED CITY OF TOO PR 031019 NOT USED NONE POST GROUND 3 TRENCH DETAIL PERMIT NON Sprint 1514SE301HPE 8E1LEWf,W 1100N96A1 \ FI \ GY8 TOA4 ZERO TO INFIN'IGY the ieNABom ore ado BOO* MIGGIN$ RD. SCE W0 Iqi OFEIATES,R&IN AaNA�R B3-ow gsmarHink 11EE0 NE 13GN0 WAY STE I03 IGRNLRNO, WASNINGION 8803E SEOOCIINENTSAREEONFIO NTUtANOARE SO E 1401911Ci SRNNTANOMAI MBE POOUCE0, OISSTNBNATEO OVIEDIRANE0 IO�UTINE EIPRESSWRRTENCONSEN1Of SPRINT. OESC EIR Bum wemASnums MORI OP OAT TOWER #DU SE52XC084 10801 BEACON AVE. S. SEATTLE, WA 98118 VE10ESCAA11 :ECTRICAL DETAILS E-3 GENERAL GROUNDING NOTES: NW9Aq➢AAFOPON 91010 LID I WORK IlRi1 SUPPORT POSST El0CTRC NE1ER 11 EXISTING CONPR110 CROmm RING- 12 SOW TINNED, BARE COPPER GROUND NFL a RQWA4f 1100104A OISN DI91 j8 AK STRANDED NAIAD GROUND DIRE MICROWAVE CASE (11P.) CBS ANTENNA PPC SHIN- SPRINT CABINET CABINET ---rr G (2 Sam DNIIED, BARE COPPER GROINS AIRE NEW F2 S000 11NIC0, BARE CAPPER GROUND MC .wrn .. C It+f ANTENNA (iYP.( AN0IIARY CABINET G 18 SOLID TONED, BIN[ COPPER 00050 IMRE SEE BRAND RN EQUIPMENT R0UN0 BAR UPPER 10X9 CROUB0 BAR BOND DIRECTLY 10101YER NUN 12 AC S1RiU1DE0 RISULATED COIN DIfS Aug HYBRID CA REVI CODE C AP' 10 EHSURE PROPER BONDING, Au CONNECiICNS SHALL a AS FLOC, -12/0 BARE MINED SC111 COPPER CONDOR 00 RC NW 10 RODS OR GROUND WC - IUCS AND BUS BAR (UNEESS N01E0 OMERINSE), SANDED CLEAN, COATED YAO0 OXIDE IN TOR AND BOLTED FOR NAXNDI SURFACE CONTACT, All LUGS SNAIL BE COPPER (NO ALUN9'UN 91A11 BE PFRNITIE0), PROtNE war WASHERS FOR Ali NECINNCAI 0011EC11DNS FOR CNOOAO CONOUCIORS USE Sr*IN1ESS STEEL NAROWARE i(BWGNOi1, 2 ALL CRO01004 CABLE N CDNC1101E OR RNWRI WAILS %%A11 BE IN 3/4' PVC CO11U1. SEAL COX NM TonI1I WAUS 9) 9E1Al1C CGND011 SNUi RE all FOR CROW CO111010[5. J. C900100 REPRESfN1A11K Mlll NSPECi E8Oi1ER1IC PEED MO CCND1d'1 DECOR IESi RCN 10 BURIAL MADNOM s DONS RE9SIAVCE IS REQUIRED. 4. CONTRACTOR 1O INSTALL GROUND RING IN C10S0 PROXIMITY 10 EWNNENT PNI1ORM OR PAC. S. 4ANE All GROUND CONNECTIONS AS SNORE AND DIRECT AS 110500L re WAR BENDS All BENDS 9Wll BE A 1RNSMUN 8' NAOUS AND NO GREATER 1NAN 90 DECREES B All CA09m09 ID BURIED GRWNO MC SHINE BED 0 PARALItl E, EXCEPT FOR DIE ROM RODS WHI0i SNAIL BE DIE TEE TYPE, 2, BR SERWa CCNOUTS 10 CR0O RING AS THEY CROSS 00 AV1 0015ERNICALLY co TO C000iS, 8. 100E CONTRACTOR SHAD N019Y INE. C0112 2C110N NANAI R NWEN 100E GNGUNOINC SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER S11Al1 INSPECT i1E CRO09 110 SYSTEM PRIOR 10 BACNfllUNC 9. 100E NINAIUM SHACK MN 02011ND RODS SHALE BE IS'•O'I. BOND CICBE 10 EXTERNAL GROINS 1NC N115 2 Rl9 S Of (2 BARE, RNNED, SOA COPPER CANNON IN PVC. CONNECT BAR ENO DiOI 2 HOLE 10C, AND'CA0WEID' DIE DINER END 101HE EXIER,W1l GROUND NCO. I1. THE PREFERRED IOCAf10N FOR COAX GRCUNDINC IS Al THE BASE OF 100E TOO PRIOR 10 THE LOAD DEMO. I2 BONDING OF THE ROBIN Cu�9UCTDR (NEUIRAI) AND 100E MINCING CONDUCTOR SHp1 BE AT DIE SFRNCE DISCCWC1188 ACA 1S. BONDING JUMPER SNA0. a INSIAEEf0 PER R.E.C. AR110E 2S0-BC. IED FOR MPLIANCE ROVED City of Tukwila BUILDING DIVISION G G 12 Sam DNNED, BARE GROUND ROD (11p.) COPPER GROUNO'WBE EXIST RNG GON0 GROUNDING SYMBOLS fl0LNO R10 p Kass Bta ROM ROO ICH ACCESS 31PRES40N TYPE CONNECPDY / EXORIERi0C NEID TYPE C5NNEC118N —O— B1S COPPER COND0C10R LACITYOF VI GNO190 CABLE 11 APR 03NI9 PERMfrCENTER GROUNDING ON-LINE DIAGRAM (TYPICAL) NONE Sprint 57955E101NPl razor, RoSitAGTOw 91001 am6Y: FI `IGY8 FROM 1tRO TO INFINIGY the saWNonr ne e1rolleu 400 W. HGCOS ND. SLUE 500 NOAFWNF2YAIES,I MHA @smartlink 11110 NEIN WAY STE In NYINIA�, WASNINGTON l0071 K.1(if4V a Cj Of NL !NYNIAAO� NOMAYN1 1EA8MW YGONS0NII 040E m: aim-.■ mimmouni ommE-■■ amommum sommon oimmimma amino mad© mon Issimorowmvsruxnuv R 4DU 1 SE51XC084 10801 BEACON AVE. S, SEA111E, WA 98118 GROUNDING ONE•LiNE DIAGRAM E-4 TRANSMISSION TOWER STRUCTURAL ANALYSIS REPORT Sprint on SCL Tower Sprint Site: SCL Beacon (SE52XC084) SCL Site: DU 2/7 S 10801 Beacon Ave S. Seattle, WA 98178 SEATTLE CITY LIGHT m NO EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED ❑ FOR INFORMATION ONLY ad • SEATTLE CITY LIGHT - CIVIL ENGINEERING REVIEW - THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE OF THE PROJECT AND GENERAL COMPLIANCE. CORRECTIONS OR COMMENTS MADE ON THESE DRAWINGS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS AND INFORMATION SHOWN ON THE PLANS AND SPECIFICATIONS WITH FIELD CONDITIONS. By Owen M. Kahashi, PE, SE DATE 11/29/2018 Adapt, Inc. Job # WA 18-211.28-STR PSM Job # C18038 FILE September 14, 2018 CITY OF T U% yELA A R 3 2019 PERMIT CENTER 0 September 14, 2018 Mr. K.V. Lew Adapt, Inc. Sub: Structural investigation of the SCL latticed transmission tower at 10801 Beacon Ave S, Seattle, WA, for loads due to Sprint antennas Reference codes: Dear Mr, Lew: International Building Code 2015 National Electrical Safety Code 2012 TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas Enclosed herewith please find the Structural Analysis Report for a Seattle City Light (SCL) square latticed transmission tower known as DU 2/7 S per SCL. Sprint refers to this site as SCL Beacon SE52XC084. The analysis has been performed with the intent of satisfying the structural analysis requirements specified in the Seattle City Light memorandum concerning 115/230 kV transmission towers. The following SCL guidelines have been addressed herein. • NESC medium wind, NESC extreme wind and broken conductor load conditions were investigated per the "SCL Transmission Line Design Criteria" document with specified overload factors. • The fall protection load cases have been considered in addition to the load criteria and load cases defined for this tower. • The said tower has been analyzed with 33 ksi yield steel and bolt strength of 26 ksi as prescribed per the aforementioned SCL document. • The existing tower foundations have been checked. • Tower deflections have been checked. • All main tower connections and net sections have been checked. • Secondary member stresses due to equipment, coax support and fall protection loadings have been checked. The report includes structural analysis of the existing tower to check effects of additional loads on the tower due to Sprint antennas. Computer inputs and outputs for NESC loads are attached in the report. Our analysis shows the existing tower and its foundation can adequately support the proposed Sprint antenna addition. We hope that our report has served your purpose. Please feel free to call us with any questions or comments regarding the contents of this document. Thank you. Sincerely, Muni Vimawala, P.E., S.E. PSM Engineers Introduction This report concerns the structural ramifications of a proposed antenna change out to an existing Seattle City Light (SCL) square latticed transmission tower located near 10801 Beacon Ave S, Seattle, WA. The tower in question is numbered DU 2/7 S per SCL, with a type C body and type C-6 arms. There are (2) 32.5' and (2) 30' leg extensions. This is a non -tangent tower with a line angle of 17.5 degrees. Sprint refers to this site as SCL Beacon SE52XC084. PSM previously analyzed this tower under job number MH15005 in July of 2015. PSM has used that analysis for validity and reference for the current analysis. It is assumed in the analysis that the tower has not been changed since our last analysis and that the tower is in good condition without rust or any other deterioration. The subject tower is a transmission tower and hence NESC governs the analysis of the tower. We have used the most critical loads per TIA-222-G and NESC 2012 for the antennas to check the tower. Appurtenance Information The following appurtenances were considered in this analysis: Table 1. Appurtenances Included in Analysis Elevation (ft) Description Carrier Condition 121'-6" (3) RFS APXVBBLL15X_43-C-I20 antennas Sprint Proposed 121'-6" (3) Commscope TTTT65AP-1XR antennas Sprint Proposed 121'-6" (3) Samsung RRH-C4 800 MHz Sprint Proposed 121'-6" (3) Samsung RRUs 1900 MHz Sprint Proposed 121'-6" (3) Samsung RRUs 2500 MHz Sprint Proposed 121'-6" (3) Sector Frame Mounts Sprint Proposed 121"-6" (3) Hybrid Cables Sprint Proposed 123'-6" (2) Andrew PX2F-52 MW dishes Sprint Existing 123'-6" (4) Dragonwave Horizon Duo Radios Sprint Existing 123'-6" (2) MW Cables Sprint Existing 60'-0" (6) 54" x 8" x 4" panel antennas (assumed) Othes Existing 60'-0" (3) 2' MW dishes (assumed) Othes Existing 60'-0" (9) 7/8" coax (assumed) Othes Existing Reference codes International Building Code 2015 National Electrical Safety Code 2012 TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas Load Cases The following load cases have been considered in the analysis of the latticed tower per the "SCL Transmission Line Design Criteria" with specified overload factors from last analysis. This specific tower is unique in that it supports three guy wires from a nearby transmission pole. Loads from these wires are included below. National Electrical Safety Code (NESC-2012) (i) Medium load condition (rule 250B): dead load, 0.25" radial ice, 4 psf wind pressure and maximum working conductor tension of 14,500 lbs. The top guy resists 9,000 lbs (horizontal working load) and the middle and bottom guys support 500 lbs each. Overload factors: 2.5 for wind related loads, 1.5 for weight related loads and 1.65 for wire tension related loads. (ii) Extreme wind (rule 250C): dead load, 18.5 psf wind pressure based on 85 mph basic wind speed and exposure C, and maximum working tension of 14,500 lbs. The top guy resists 7,200 lbs (horizontal working load) and the middle and bottom guys support 500 lbs each. Overload factor of 1.25 is used for all loads. (iii) Broken conductor: medium load condition as in (i) and any two conductors broken with resulting tension of 9,000 lbs each. The top guy resists 9,000 lbs (horizontal working load) and the middle and bottom guys support 500 lbs each. Overload factors: 1.0 for conductor tension loads, 1.75 for wind related loads and 1.25 for weight related loads. (iv) Extreme ice with concurrent wind (rule 250D): Rule 250D will never govern design in Seattle area (and most of Washington). Rule 250D states that for this region, the required ice thickness and wind pressure are 0.25" and 2.3 psf respectively. Rule 250B, medium loading, requires 0.25" of ice and 4 psf wind. Furthermore, the load factors applied to 250B loading are much greater than the factors applied to 250D loading. Thus we can conclude that rule 250D will never control design for towers in this region. (v) Fall protection loads: Leg members with maximum stress under rule 250B were checked under a vertical load of 3.6K (SD). A 3.6K (SD) vertical load was applied to a node on tower arm that would result in the most critical effect on the tower under rule 25013. Appropriate adjustments to the load factors were applied in each case, but the approach is still very conservative. Please see attached spreadsheets for load values. Model The analysis program "TOWER" by Power Line Systems, Inc. was used to evaluate this tower. A previous analysis performed by PSM job #MH15005, in July of 2015, has been used as the basis for tower model, existing appurtenance loading and analysis. Foundation information was taken from SCL sheet TD-10123. The conductor type was found on the aforementioned SCL design criteria sheet. Conductor spans were taken from SCL sheet TE-5168. The existing members were modeled with yield strengths of 33 ksi. A value of 26 ksi was used for the ultimate capacity of the existing 3/4" diameter bolts. Both values were per SCL's design criteria. Please see the attached printouts for further infonnation regarding the TOWER program input. Coax Guidelines All coax, including existing, must be attached to the tower per SCL's guidelines (see attached). Coax are to be periodically bundled and lashed to the interior of the tower leg to reduce exposed area and torsion on the existing legs. We recommend a maximum of (12) coax per leg. The existing climbing leg (with step bolts) is to remain empty of coax. Following these guidelines virtually eliminates all torsional effects on individual legs. However, as a precautionary measure, the weight and project area of the cable bundles are included in the global tower analysis. Results Our analysis shows that the structure performs adequately under all three loading conditions; NESC medium and extreme wind loadings and the broken conductor load case. None of the members are overstressed and connections are loaded less than their respective capacities. The maximum usages are 60% for the legs, 86% for the braces and 99% for the girts. The maximum foundation loads per our analysis are 152 kips in compression, 105 kips in uplift and 31 kips in transverse shear. The foundation was originally designed for 223 kips in compression, 159 kips in uplift and 33 kips in transverse shear. The foundation was designed for considerably higher loads and is therefore adequate by comparison and assuming adequate original design. Maximum deflection under extreme wind loading was roughly 0.5% of the tower height, which is adequate per SCL guidelines (less than 1%). Combined stresses due to antenna are not of concern as the antennas are mounted at top of the tower that experiences only minor primary stresses. This determination was based on our experience evaluating secondary stresses in transmission towers. Combined stresses due to coax attachment and fall protection loadings have also been checked and deemed acceptable for the existing tower. Conclusion The existing tower, with new antennas, has been analyzed with the load cases specified above. All members performed adequately under all loading conditions. The existing tower and its foundation can adequately support the proposed Sprint antenna addition. This analysis is invalid if any additional items are attached to the tower. In such a case a separate, supplemental structural analysis will be necessary. PSM Engineers 2200 6th Ave Suite 601, Seattle, WA 98121 OFFICE (206) 622-4580 / FAX (206) 622-0422 JOB: C18038 SCL Beacon (SE52XC084) DATE: 14 Sep 2018 BY: MV SUBJECT: Latticed Transmission. Tower Load Calcs Load Calculations for Transmission Lattice Tower Der PIESC A SCL Desion Criteria Load Cases: Load Case Description Case 1- Case 2- Case 3- NESC Medium Loading; Wind = 4 psf, Ice = 0.25 in NESC Extreme Wind; Wind = 85 mph NESC Medium Loading; Two Broken Conductors Re (in), ICE Overload Factor - Wind, OLFw0 Overload Factor - Weight, OLFwt Overload Factor - Wire Tension, OLFwr Wind Pressure (psf), WP Wind Load on wire (p8), WLW Case 1 Case 2 Case 3 0.25 - 0.25 2.50 1.25 1,75 1.50 1.25 1.25 1.65 1.25 1.00 4.0 18.5 4.0 0.609 1.76 0.609 Load Summation and Summary Case 1 Case 2 Case 3 Tower Weight Factor 1.50 1.25 1.25 Conductor Vertical Load 5746 3546 4050 Conductor Transverse Load 8684 7341 5367 Antenna Type 1 Vertical Load 1205 779 1009 Antenna Type 1 Transverse Load 456 979 319 Antenna Type 2 Vertcal Load 394 237 328 Antenna Type 2 Transverse Load 145 302 102 Broken Conductor Vertical Load - - 1690 Broken Conductor Transverse Load - - 5215 Broken Conductor Longitudinal Load - - 9000 Note 1. All forces in units of lbs. Note 2. Cable loads applied to one tower leg as point loads. Tower Description Conductor Type Suspension Basic Wind Speed (mph) Conductor Angle, Plan (deg), ANGOV Conductor Angle, Vert. North (deg), ANGt?n Conductor Angle, Vert. South (deg), ANGvts Conductor Half Span, North (ft), SPn Conductor Half Span, South (ft), SPs Conductor Weight (plf), C7VDWT Conductor Weight w/ Ice (plf), CVDW77ce Max. Working Conductor Tension (Ib), AIWC7" Broken Conductor Tension (Ib), BC7 Antenna Description Type 1 Mounting Type Elevation (ft) Projected Area (R), Aant Projected Area w/ Ice (ft), Aantice Weight (Ib), Wrent Weight w/ Ice (Ib), WranW'e Antenna Quantity per Mount, Nant Mount Proj. Area (ft), Amnt Mount Proj. Area w/ Ice (ft'), Amnece Mount Weight (Ib), Wrmnt Mount Weight w/ Ice (Ib), WTmntice Mount Quantity 795 kcmil ACSR, "Mallard" (2) L = 7.5 ft, assumed wt = 300 Ib 85 17.6 4.349 4.526 <— w/ Ice 2.407 3.130 <— w/ Ice 586 594 <— weight span 143 300 <— weight span 1.2351 1.8595 14500 9000 (3) APXVBBLL15X_43-C-I20 antennas + (3) TTTT6SAP-1XR antennas + (3) 800 MHz RRUs + (3) 1900 MHz RRUs + (3) 2500 MHz RRUs (3) Sector frame Mounts 121.5 20.06 20.99 273 353 1 10 12 350 450 3 Type 2 Mounting Type Elevation (ftj Projected Area (ft'), Aant Projected Area w/ Ice (re), Aantice Weight (Ib), Went Weight w/ Ice (Ib), WTantfce Antenna Quantity per Mount, Nant Mount Proj. Area (ft ), Amnt Mount Proj. Area w/ Ice (ft), Amntice Mount Weight (Ib), Wrmnt Mount Weight w/ Ice (Ib), WTmntice Mount Quantity (2) Andrew PX2F-52 MW dish + (4) Dragonwave Horizon Duo Radios same as Type 1 123.5 6.28 6.88 75 113 1 3 3.5 115 150 3 Antenna Cable Description Type Diameter (in), Cr Weight (Ib / ft), Wrdi Proj. Area (fiz / ft) Proj. Area w/ Ice (ft2 / ft) Weight (Ib / ft) Weight w/ Ice (Ib / ft Quantity, Nett (3) Hybrid ca 1.4 1.36 0.12 0.16 1.36 1.87 6 Force (Ib / ft) Case 1 Case 2 Case 3 ble + (2) MW cable 4.75 16.86 8.10 10.20 3.33 14.05 equivalent (assumed) Type Diameter (In), D Weight (Ib / ft), WTcbl Proj. Area (ft2 / ft) Prof. Area w/ Ice (ft2 / ft) Weight (Ib / ft) Weight w/ Ice (Ib / ft) Quantity, Ncbl (9) 7/8" 1.09 0.33 0.09 0.13 0.33 0.75 9 rasa 1 Force (Ib / ft) Case 2 Case 3 5.96 10.08 9.46 3.71 4.12 8.40 Load Case 1 - NESC Medium Loading Wind (psf), FCTWP 10.0 OLFwd • WP Antenna Tvnej, Weight (Ib) 1205 OLFwt • (Wrantice • Nant + Wrmntice) Transverse Wind (Ib) 456 FCTWP • (Ci • Aanbce • Nant + C7 • Amnbce) Antenna Tvrw 2 Weight (Ib) 394 OLfwt • (WTanttce • Nant + WTmntice) Transverse Wind (Ib) 145 FCTWP • (0' • Aanbce • Nant + C7 •Amntice) 6 and ctor Weight, North (Ib) Weight, South (Ib) Transverse Wind, North (Ib) Transverse Wind, South (Ib) Vert. due to MWCT, North (Ib) Vert dueto MWCT, South (Ib) Trans. due to MWCT (Ib) D/ 12 • NCI /2 •OLFwd • HP (0+2*ICE)/12 •Ncb//2 •OLFwd•WP WTcbl * Ncbl • OLFwt (57•fy•((D+2 "ICE)/2)"2-(D/2)^2)I+W7cbl) •nett OLFw O/12 • Ncb1/2 •OLFwd •Wf (D+2• ICE)/12• Nail /2• OLFwd•144 WTcbl • Ate • OLFwt (57 • Pi • (((D + 2 • IC1)/2)^2 - (D/2)^2)I + WrdV) • Ndd • OfFw 1657 OLFwt • 5Pn • CNDWTice 837 OLFwt • 5Ps • OVDW/ice 892 OLFwd •SPn •WLW 218 OLFwd •SPs'WLW 1884 DLFwr • (MWCT'' - 7RAN5n')s • sin(ANGvtn) 1368 OLFwr • (MWCT2 - 7RANSsz)s • cas(ANGvts) • tan(AN avin)/cos(AAGpl) 7574 DLFwr • MWCT • cos(ANGi4n) • lan(ANGp/) / cos (ANGvts, Load Case 2 - NESC Extreme Wind Transverse wind (psf) IXfwd • WA Antenna Tvce 1 23.14257813 Weight (Ib) 779 Ofwt • (WTant • Nant + Wrmnt) Transverse Wind (Ib) 974 FC7WP • (0" "Aant • Nant * o • Amntj Antenna Tvce 2 Weight (1b) 237 GYFwt • (Wrant • Nant + Wrmnt) Transverse Wind (Ib) 302 FCrWP • (Cr "Aant • Nam + Cr • Amnt) Load Case 3 - NESC Medium Loading; Two Tower Transverse wind (psf) DLFwd • WP Antenna Tvbe 1 C9nductor Weight, North (Ib) Weight, South (16) Transverse Wind, North (Ib) Transverse Wind, South (Ib) Vert. due to MWCT, North (Ib) Vert due to MWCT, South (Ib) Trans. due to MWCT (Ib) Broken Conductors Conductor 7.0 Weight, North (lb), CNDwm Weight, South (Ib), CNDwts Weight (16) 1004 OlFwt • (Wrantice • Nant + Wrmntce) Transverse Wind (1b) 319 FC7WP • (O' •Aantice • Nant + CT •Amnb'ce) Antenna Tvce 2 Weight (Ib) 328 CYFwt • (Wrantice • Nant + Wrmntice) Transverse Wind (Ib) 102 fC7WP • (U ` Aantice " Nant + CT • Amnticej Transverse Wind, North (Ib) Transverse Wind, South (Ib) Vert. due to MWCT, North (Ib) Vert. due to MWCT, South (Ib) Trans. due to MWCT (Ib) , Vertical, No (1 Broken, Vertical, South (lb Broken, Longitudinal, North (Ib) Broker, Longitudinal, South (Ib) b 917 C6FWt ' SPn • OVOWT 463 IXfwt •SPS 06014- 1288 OLFwd •9,n •WLW 314 OLFw0 •.SPs • WLW 1369 Olfwr • (MWCT2 • TRANSnr)'s sin(ANGvtn) 797 OLFwr• (MWCT" - 7RANSSz)'r • Ctzs(ANGuc) • tan(ANGvtn)/cns(ANGp/) 5738 Olfwr •MWCT • cos(ANGvtn) * lan(ANGp/)/cos (ANGvds 1381 OLFwt •.SPn •GVOWT%Cw 697 OLFwt • SPs • UVDW;ice 625 OLFwd •SPn •WLW 152 GCFwd•SPs•WLW 1143 IXFwr • (MWCTz - 7RANSnz)-S • sin(ANGver) 829 IXFwr • (MWVCT 2 - 7224NSS2) s * cvs(ANGKs) ' tan( rl / cos(ANGp/) 4590 OLFwr • MKT • cds(ANGv9) • tan(ANGpr)/ cvs (AA63Vt CNDwtn + 100/S s • 1.33 * CNDwe CNDw[s + 100/ SPn • 1.33 • CNDwb OLFwr • NCr • cos(ANGvtn) (A ICT • cos(ANGvLs) • sin(ANGp; PSM Engineers 2200 6th Ave Suite 601, Seattle. WA 98121 OFFICE (206) 622 44560 / FAX (2061622-0422 Job: C18038 SCL Beacon (SE52XC084) Date: 19 September 2018 By: MU Re: TIA-222-G Discrete Appurtenance Loading Tower Infixinggm Heigiu. h 1225 0 6xponure Category C V 85 mph H 2800 Simon. Class II Topogn:phie Category 3 1 1.00 Wind Lual Facto 1.6 Dead Inal Faun 1.2 Di>cnte Appurtenance Calcuknit Height Appurtenance Oerr9tioa (6) 21.5 131 RFS APXV661-1,ISX 43-C 20 antennas 325 (3) Cmnntscnpe I (1165AP-IXR umcnnns 213 (3) 800 MHz RRU ^_ 1.5 13) 1901 MHz RRUs '_1.5 (3) 2500 MHz RRUS '_3.5 (2) Andrew PX2F-52 MW dish 35 (4) Dmgnnwave Hone n Dun Radial 23.5 (3) Sector Frame Mounts '_3.5 (11 Mount 60 (6) Noel antennas(utMnx l(assumed) 60 (3) 2" MW dish (o0o,v8) (assumed) 60 (3) 112 Valmont Wimin6s Frances (othenl ()ly kngth width depth weight Aspct_N AspeoCT CaN CaT qz Kz Kd Gh Ka EPA N EPA.T EPA A F A Weight Node tin) (in) (in) (Ih) (pso (sq6) (s,361 IN6) (6) (I6) 66,7 19.6 3.5 75 3.40 7,85 1,24 1.43 34,628 .319 0.95 0.85 3,8 1.9 84 398 90 63.4 12.0 4.6 33.3 5,28 13.78 132 1.63 34,628 ,319 0.93 0.85 2.3 1.1 5.1 242 40 18.1 15.4 11.0 59.53 1,18 1.65 120 1.20 34,628 .319 095 0.83 0.8 0.6 2.0 94 71 20.1 11.2 7.6 46 1.79 2.64 1.20 (21 34.628 .319 095 0.85 0.6 0.4 1.6 74 55 21.1 15.0 9.5 59.5 1.40 2.23 120 1.20 34.628 .319 0,95 0.85 09 0.6 2.2 101 71 - - - 50 - - - 31.568 ,323 0.95 0.85 - - 3.5 165 60 167 12.0 1.7 122.3 1.39 9.82 1.20 1.49 34.568 .323 0.95 0.85 1.1 0.2 2.0 92 30 - - - 350 - - -• 34.568 .323 0.95 0.85 - - 10.0 470 420 - - 115 - - - - 31.568 .323 0.95 0.85 - 3.0 141 138 1777 976 XTY.XTX.XTP 51.0 8.0 4.0 50 6,75 1350 1.39 1.62 36.142 1.137 095 0,85 1 2,8 1.6 6.6 324 120 51) - - 36.142 1.137 0.95 0.85 1 - 3.5 172 60 30) - - 36.142 1.137 0.95 0.85 1 - - 8.0 393 360 889 540 48S.18X48Y City nfTukwila Community Development Department 6300Southcen&er Blvd. Tukwila, WA 98188 200-431-3670 Ref SES2XCO84Beacon/3[LTower #DU2/7 S. Re: Minor Eligible Facilities Modification b)a Sprint Wireless Communication Facility located on a Seattle City Light transmission tower on Seattle City Light land located near 10801 Beacon Ave S (APN: 6874201170) Zoning: LDR |naneffort tOimprove coverage and keep Vpwith advancing technology, Sprint isproposing arninor modification to its wireless communication facility located at the 121' CL of the 125' transmission tower to include: removing 3 existing antennas and replacing them with 6 new antennas (2 per sector) and adding 9 remote radio units /3 per sector) and 3 filters /1 per sector) on o mounts on the existing frame. The tip height ofthe new antennas iS124'2"(approximately lO"lower than the antennas being r8mov2d). Additionally, Sprint isproposing toreplace the existing ground cabinet with 2new cabinets on the existing concrete slab. This proposed modification meets the criteria for aneligible fad|hjesrnodificationunderSectionS4O9as follows: • The tower is outside the public ROW • The modification does not increase the height of the tower by more than 10%.The Existing and Proposed height mfthe facility is12S'. w The modification does not protrude from the edge ofthe tower more than 20', or more than the width ofthe tower structure atthe level ofthe appurtenance, whichever is greater. • The installation includes new equipment cabinets and the modification does not include the installation ofmore than 4equipment cabinets. ~ The modification does not include excavation or equipment installation outside the current site of the tower orbase station. • The modification does not defeat the existing concealment elements. • The modification does not violate of the conditions of the pervious permits, This proposed modification is permitted outright under Section 18.58.030 Exemption of the Tukwila Municipal Code, whereby: 11410NE122nd Way Ste |D2Kirkland, 0NB803M wwn.smoromm/c.com ' '~ smart. • Changing of antennas on wireless communication facilities is exempt from wireless facilities permits provided the total area of the new antennas and support structure is not increased more than 10% of the previous area orthe area isreduce; and * Additional ground equipment may be placed within an approved equipment enclosure, provided the height ofthe equipment does not extend above the screening fence If you have any questions or need additional information please don't hesitate to contact me. Thank you! Colleen Donahue REand LUSpecialist |M|DNE122ndWay Ste 0lKirkland, WABD03# www.omorHinW|c.com City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 13, 2019 Colleen Donahue Smartlink 11410 NE 122"d Way, Suite 102 Kirkland, WA 98034 RE: Request for Extension #1 Permit Number D19-0105 Dear Ms. Donahue, This letter is in response to your written request for an extension to Permit D 19-0105. 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 May 6, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D19-0105 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov smart' October 18, 2019 City of Tukwila Community Development and Public works 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Permit D19-0105: Permit Extension Request 10801 Beacon AVE S. Tukwila, WA 98178 Dear City of Tukwila, RECEIVED CITY OF TUKWILA. OCT 18 2019 PERMIT CENTER This letter is to request an extension of the above referenced permit. Due to circumstances beyond Sprint's control, the equipment for this modification has not been delivered and Sprint has not been able to complete the permitted work. It would be much appreciated if the City would extend this permit. Respectfully, CIL Colleen Donahue on behalf of Nancy Sears: Smartlink for Sprint Sr. Land Use Specialist Request for Extensior # 1 Current Expiration Date: Extension Request:: Approved f'or � days Denied (provide explanation) Signatu 11410 NE 122"d Way, Suite 102. Kirkland, WA 98034 p 425-444-1434 smartlinkllc.com nitials City of Tukwila Department of Community Development 10/1/2019 COLLEEN DONAHUE 11410 NE 122ND WAY #102 KIRKLAND, WA 98034 RE: Permit No. D19-0105 SPRINT 10801 BEACON AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/6/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/6/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0105 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 9-0105 DATE: 04/03/19 PROJECT NAME: SPRINT SITE ADDRESS: 10801 BEACON AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: c k ilnling Division 111 Public Works orks M A)/ Fire Prevention Structural 5-11 PRELIMINARY REVIEW: Not Applicable LJ (no approval/review required) Planning Division Permit Coordinator DATE: 04/04/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) DUE DATE: 05/02/19 Approved with Conditions 11 Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire D Ping 0 PW 0 Staff Initials: 12/18/2013 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & industries A-Z Index Help My L&I Workplace Rights Trades & Licensing NORTH SKY COMMUNICATIONS LLC Owner or tradesperson Principals DEFERRARI, HARRY ANDREW, MANAGER NIELSEN, STEVEN ERIC, MANAGER Doing business as NORTH SKY COMMUNICATIONS LLC WA UBI No. 601 973 572 SUITE 410 11818 SE MILL PLAIN BLVD VANCOUVER, WA 98684 800-755-6920 CLARK County Business type Limited Liability Cornpany Governing persons BRAD EASTMAN JAMES H HADDOX; DERRICK A JENSEN; MARTIN SKYLER SMICK; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. NORTHSC857Q4 Effective — expiration 11/25/2015— 11/25/2019 Bond Liberty Mutual Ins Co Bond account no. 016053750 Received by L&I 11/23/2015 Insurance Liberty Mutual Fire Insurance Policy no. TB631004260019 Received by L&I 01/22/2019 Insurance history Savings No savings accounts during the previous 6 year period. $12,000,00 Effective date 10/24/2015 Expiration date Until Canceled $5,000,000.00 Effective date 01/31/2019 Expiration date 01/31/2020 Help us improve