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Home My WebLink AboutPermit D19-0321 - T-MOBILE - ANTENNAS, RRU'S DIPLEXERS, CABINET REPLACEMENT ETCT-MOBILE 12400 51ST PL S FINALED 09/30/2020 D19-O•321 Parcel No: Address: City of Tukwila Department of Community Development 6]D0SouthcerterBoulevard, Suite #1OO Tukwila, Washington 9O188 Phone: 206+431'3670 Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.gov 0003800003 1240051STPL5 Project Name: T'M0B|LE DEVELOPMENT PERMIT Permit Number: O19-032I Issue Date: 2/6/2020 Permit Expires On: 8/4/2020 Owner: Name: Contact Person: Name: Contractor: Name: License No: Lender: POBOX 96IO89,FORT WORTH, WA, 76161 Phone: (206)336-3204 I5O5VVESTLAKEAVE NSUITE 8OO, SAC WIRELESS LL[ Phone: (847)944-1500 S4OK4AD|SONST16thFLOOR, [H|[AGO,IL, 6O66l Sx[vV|vVL852]2 Expiration Date; 7/2/2021 T'MD0LE DESCRIPTION OFWORK: REPLACE MOUNT AND 3 ANTENNAS. RELOCATED 3 ANTENNAS, 6 RRU'S, 6 TMA'S AND 12 DIPLEXERS, AND INSTALL 3 RRU'S ON TOWER. REPLACE 1 CABINET, REMOVE 1 CABINET, RELOCATE 2 SYSTEM MODULES AND 3 RF MODULES. INSTALL 1 CSR AND 7 MODULES WITHIN COMPOUNDProject Valuation: $30000.00 Type oyFire Protection: Sprinklers: NO Fire Alarm: NO Type ofConstruction: UB Electrical Service Provided by: TUKWILA Fees Collected: $1,198.78 Occupancy per IBC: U Water District: TUKVV|LA Sewer District: TUKVV|LA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: as Code: 05 21 05 ZI National Electrical Code: WACities Electrical Code: VVA[Z96'46B: Code: ublic Works Activities: Channp|ization/5triping: [vdbCut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveobeLood: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: 07 21 05 Volumes: Cut: O Fill: D P Number: O Permit Center Authorized Signature: Date: 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 orlocal laws regulating construction orthe performance ofwork. |amauthorized <osign and obtain this development permit anceQgreetothe conditions attached tothis permit. el Ashk Signature: Print Name: ~2 ~�- 2 '_^ 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: I: 'BUILDING PERMIT [ONU|T|OmS~~* 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 bekept aLthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel ot: 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 onsatisfactory completion o[this requirement. 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: VALIDITY OFPERMIT: The issuance orgranting nfapermit shall not beconstrued tnbeapermit for, o/an approval of, any violation ofany of the provisions nfthe building code urcfany other ordinances ofthe City of Tukwila. Permits presuming togive authority toviolate orcancel the provisions of the code orother ordinances nfthe City ofTukwila shall not bevalid. The issuance ofapermit based nnconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2O6) 438-9350 1700 8U|LD|NGF|WAL** 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. 1C1 - 03 ' 1 Project No. Date Application Accepted: 1/0 Date Application Expires: 1.4 (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. **:Please Print** SITE INFORMATION King Co Assessor's Tax No.: 0003800003 Site Address: 12200 51 st PI. S., Tukwila, WA 98178 Suite Number: Floor: Tenant Name: T-Mobile PROPERTY OWNER Name: BNSF Railway Address: 2400 Western Center Blvd City: Fort Worth State: TX Zip: 76131 CONTACT PERSON — person receiving all project communication Name: Sarah Baird, Crown Castle, on behalf of T-Mobile Address: 1505 Westlake Ave N, Suite 800 City: Seattle State: WA Zip:98109 Phone: 206-336-3204 Email: sarah.baird@crowncastle.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: M Squared Address: 1387 Calle Avanzado City: San Clemente State: CA Zip: 92673 Phone: 949-391-6824 Email: GENERAL CONTRACTOR INFORMATION Company Name: SAC Wireless LLC Address: 540 Madison St, 9th Floor City: Chicago State: IL Zip: 60661 Phone: 847-944-1600 St Contr Reg No.: SACWIWL852J2 Exp Date: 7/2/2021 Tukwila Business License No.: New Tenant: ❑ . Yes ® ..No ARCHITECT OF RECORD Company Name: Address: City: State: Zip: Phone: Email: ENGINEER OF RECORD Company Name: GPD Group Address: 520 South Main St., Suite 2531 City: Akron State: OH Zip: 44311 Phone: 216-927-8663 Email: LENDER — WHO IS FUNDING (required for projects $5,000 or greater THE PROJECT per RCW 19.27.095) Name: T-Mobile Address: 12920 SE 38th St City Bellevue State: WA Zip: 98006 MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: N/A Address: City: State: Zip: Phone: W:\Permit Center (Rachelle)\Applications \ Word Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 1 of 3 UILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 30,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): T-Mobile proposes to replace mount and (3) antennas; relocate (3) antennas, (6) RRU's, (6) TMA's, and (12) diplexers; and install (3) RRU's on existing tower. T-Mobile also proposes to replace (1) cabinet; remove (1) cabinet; relocate (2) system modules, and (3) RF modules; and install (1) CSR and (7) modules within existing compound. Will there be new rack storage? ❑.. Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor Lease Area - 600 N/A NIA N/A IIB U 2°d Floor 3rd Floor Floors thru Basement Accessory Structure* Garage ❑ Attached ❑ Detached Carport ❑ Attached ❑ Detached Covered Deck Uncovered Deck PLANNING DIVISION INFORMATION — 206-431-3670 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: Will there be a change in use? ❑ Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS 206-575-4407 ❑ Sprinklers ... Automatic Fire Alarm Si None Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Other (specify) .... Yes ff `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. PUBLIC WORKS INFORMATION— 206-433-0179 ❑ ...Permanent Water Meter Size (1) . WO # (2) " WO # (3) " WO # ❑ ...Temporary Water Meter Size (1). WO # (2) " WO # (3) " WO # ❑ ...Water Only Meter Size WO # 0 Deduct Water Meter Size " ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑...Water Main Extension Public ❑ Private ❑ W:V'ermit Center (Rachelle»Applications\Word\Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 2 of 3 PERMIT APPLICATION NO I — 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 1 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: coA f' Date: 10/2/2019 Print Name: Sarah Baird, Crown Castle, on behalf of T-Mobile Day Telephone: 206-336-3204 Mailing Address: 1505 Westlake Ave N, Suite 800 Seattle City WA State 98109 Zip W:\Permit Center (Rachelle)\Applications\Word\Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 3 of 3 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY PAID D19-0321 Address: 12400 51ST PL S Aprr0003800003 `$1,198.78 DEVELOPMENT $1,164.26 PERMIT FEE R000.322.100.00.00 0.00 $690.46 PLAN CHECK FEE R000.345.830.00.00 0.00 $448.80 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $34,52 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18732 R000.322.900.04.00 0.00 $34.52 $1,198.78 Date Paid: Thursday, October 03, 2019 Paid By: CROWN -CASTLE Pay Method: CHECK 32095 Printed: Thursday, October 03, 2019 7:41 AM 1 of 1 SYSTEMS Nor,::aFToes sne be mane to me sco0e of work wnnoul on: approval of the Tukwila Building Division. NOTE: Revisions will require a new ply submittal and may include additional plan pit T 'Mobile T-MOBILE SITE NUMBER: SE03004E T-MOBILE SITE NAME: TUKWILA/CROWN (DUWAMISH) T-MOBILE PROJECT: L600 SE03004E_TUKWILA/CROWN (DUWAMISH)_T-Mobile 600MHz_FCD_TAEC_09052019 BUSINESS UNIT #: SITE ADDRESS: COUNTY: SITE TYPE: TOWER HEIGHT: LATITUDE: LONGITUDE: FIL PwM NO. ' Plan reviewapproval nsutrieptoant4arla om$ions. Approval of construto l amok don nor ainhoroe me amnion of any wpm cope or xdmanceRlltof approved Filly Copy and' 880B8 p� 1140051TFLS 87 KI\G ly of Tukwila MONOPOLE' BUILDING PIS 821.6" 47° 29' 37.52" -122° 16' 14,19" SITE INFORMATION DRAWING INDEX LOCATION MAP CROAMCASTLE USA INC, TUKWILA SITE NAME SITE ADDRESS, 12 P4 iINT PLS TUK1i7LA IVA 9176 COUNTI KING MA'IPAACFL4, GN3SVO3 AREA OF CONSTRUCTION: EXISTINGl LATITUDE 4" 297712 (4199376n LONGITUDE •Ill°16III' (1222705961 LAT/LONGTYPE NAN GROUND ELEVATION: CIIRRENTZON+ING: MICRsroaa JURISDICTION C1T1'OF TUKTLA OCCUPANCY CLASSI ICTION U TYPE OF CONSTRUCTION: IIB AD,A.COVWLI Cam: FACILITY11UNMANNED AND NOT FOR HUMAN11ITATION PROPERTY OWNER BURLNGTONNORTHERN KC SA :HB SOLI/IONS GENIE CN1CAo01L 60611 J001 TOWERONNER GLOBAL SIGNAL ACQUISITIONS [la 20WCORPORATE DRIVE CANONSBU'RG,P.AIS317 C'ARRIER)APPLICANT: Td10B1E 152G SE 38TH STREET BEL EAVE We 9BBc6CALL ELECTRIC PROVIDER aEA'FITECITY LIGHTS u169,741E1 TELCO PROVIDER CENTURY LINK F0)2a41111 SHEET4 SHEET DESCRIPTION 4i o ' i 11 [_ter ° N � � � ! on _ l No q 1 ( 1 r y'r ^ �N N i \ NNr'.S i A V�,o—uava.aa� � �,. $I Ste I% a `V N �� it NN11 1 II P t �i ' 6 1 -1 . — i l 1I II _..al U i� ---i '-nma r mx _, 11 �� TI TITLE SHEET T. GCkERA1,NOTC GI.1 OVERli SITE PLAN C-I2 EXISTPG&NEIVSITE PLANS C2 TOWER ELEVATIONS C3 ANTENNA PLANSm_ Gq FINAL EQUINE-NTSCHEDUIE C.S CQUIPAENT SPECS Lpil ° �E 1 n l 1 9 � suN ) ° r 4 , I �=n `M '- , °r I 1p�`��^ ) ' r b CeIkMQ t AIIENTOWN� r I if 1 J j 9 ' E ij 1 -Alwc ��y\ NEJ ,\ t0 I l j - N a � � gA P °i ` N`� 9� 'V 14 ? bdgNFzkN �'. 9 �..N - '�$, bi �, AV �N� lit V Rfa f� , I 1 a �' "E, , °q I• T _' I� : 1 Ii ', ooeNNQ '� 1d50 r"�= \ 1 p ^9 .... :6,1 �. C6 EQUIPMENT SPEC G-P GROUNDING DETAILS RF-I PLLMBWG DIAGRAM ALL DRAWINGS CONTAINED HEREEN ARE FORAIATTF.DFOR FULL SIZE. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONOmONSONTHE JOESITE AND SHALL LMMEDIA'F1.YNODFITHE ENGINEER INAI. WKITII3G OF ANY DISCREPANCIES BEFORE PROCEEDNG OTTH THE WORK OR BE RESPONSIBLE FOR SAME, Y kSH1.\GTON ONE CN L nor (800)424-SASS all al CLL3WORKINGDAYS ,I BEFORE YOU DIG! NO SUE PROJECT TEAM PROJECT DESCRIPTION APPLICABLE CODES/REFERENCE DOCUMENTS A&EFIRM, M SQUARED WIRELESS 1397 CALLE AVANLADO SAN CLEMENT, CA CROWN CSILE 15D5 WESTL UAVLNUE:NORTH, USA NC SEAJTLE,'WA 98109 DISTRICT CONTACTS. KARINJACKSOA PROJECT CODY CRANK-CONSTRUCTIONXLONAGER GODIGCRA�K�caoumcAsnEGOM (53)31P6860 ."-'77.......•.1&4& GIl..dil'PECLALIST REVIEIn�t@ GRD•NCA51E.c04 ODE COMP A APPRd 3 A FEB 061010 92613 SLTTE 900 MANAGER �OERIBTIING NCAS0LEG04 THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND C.4PACIT1TO THE EVSTEW ELIGIBLEWIREIESS FACILITY, TOWER SCOPE OF WORE: GROUND SCOPE OF . REMOVE ETJILN0ANETNA MOUNTING SYSTEM . REMOVE 11)ULTRASITE AND REPLACE WITH NEWTRI.PL41TORAF 110L00 .REMOVE I FCOA WITH HANDRAIL KIT . N0T.1LL(I) HPLI • REMOVE g AN-DRFAVTMBKV0116A2MANTEKNAS .RELOCATE (I) FSME •RELOCATE() ANDREWT1BC1m G1,ANTENNAS RELOCATE (I)ESDCK4RINIACKSON@CROWNCATiECOb.RELOCATE(3) NOKIA FRIG RADIOS 'RELOCATE(2)) FRIA(49C)735d53 . RELOCATE i1) NOKIA ERR RADIOS RELOCATE UI FXFE . RELOCATE(6) TMA's INSTALL1A 7210 • RELOCATE 'INSTALL CNOKA m •NSTAIJ,(3)COM.MSC0PEFFFW-61C11 .INSTAL (I)NOWAASIA • INSTALL(3) NOKIAAHLOA RADIOS .INSTATE l2)NORYrNiw^..... WORK CABINET CARNET EXPANSION CARNET SAS4FUP TO SSC CABINET OCA ".."''"' ALI. WORK SHALL BE PERFORMED AND MATERL115IN$INJID IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES, NOTHN IN THESE PIONS LS TOBECONSTRUED TOPERMPT WORK NOTCONFORM1BNG TO THE5ECODES: CODE TYPE CODE BGILDN'G 2015IBC W: WIC, AMENDMENTS MECHANICAL 2415D.CW W.AC.:NIENDAENTS ELECTRICAL 2011 NEC Wi IXi,C AMENDMENTS �'�T-ii;/ V E CITY OF TUVIAIJI (I REFERENCE DOCUMENTS: I .LNSTALL@NOKA A,.p)NOKA NOTES, I. ELECTRICAL SCOPE OF WORK IS NOT APPLICABLE. ., TOWER DOGS NOT HIVE, CIJlfPNGF.ACNTITS M&NLIFT REQUIRED FOR ELEVATED WORK PARATE PERMIT REQUIRED FOR: 7 Mechanic0 ®'Electric/I [,._.,/iPlumbin9 [ Gas Piping City of Tukwila aim mmir; muusiON OCI0I1019 R DSREAISO\ 41 E ny DATER 4,PERMIT CENTER ORDER ID:4.99161 N1 _ REVISION: ° PRI0RT0 ACCESSING/ENTERING tINGIENTFAENC THE SITE YDLI]MISI CONTACT THE CROWN NOC AT DOQ 7691011 & CRONN CONSTRUCTION ALANAGE4. ry of Iukw1a BUILDING DIVISION Y920 SE1BM STREET BELIEV'UE, WA 99006 crCROWN CASTLE I544 A'1ESTLAKEAVENUENORTH, SUITEEO SEAT➢€N4 HI9 M SQUAR6) WIRELESS 111/ CALLE AVANZA00 CANCSENTECACA7300991 4 T-MOBILE SITE NUMBER: SEO3004E BU #: 880338 TUKWILA 12400SISTPL.S TUKWIII, WA 98178 EXISTLNG 82'-6' MONOPOLE DATE an ➢ES[Rry1.°N A 01019 ( lA 9r,FOR9EAIEW P WA6/19 jr If94FOP °;<1010NO U41ESIG4,0:016/19 000010WION OF LAW FO h1R PERSON DIE THE} ,EE1:7100I°E0THE00190T1ON OF ,p0ENSFD PROFEKONALENGINEER, TO ALTER THIS DOCUMENT. SHEETNUMBER: T-1 REVESI0N° 0 0301 CROWN CASTLE USA .NC. SITS ACTIVITY REQUIREMENTS: NOTICE TO PROCEED -NO WORK SIDU COMMENCE PRIORTO CROAK CASTLE U:: INC AR'f N NOTICE TO PROCEED (NIP) AND THE ISSUANCEOF A PURCHASE ORDER PRIOR TO ES /EARERt I4G THE SITE YOU MUST CONTACT THE CROWN CASTLE USA M8C ROC AT HKC 8 Ut1 M NNE CROWN LAN LE USA IND, CC4: Rv,1LN A1NAG,R. IN, SA CY CL t".B R^aJ'.. NN: >M m OCR 0 HE SA°E'Y O,HA +nC AJ. gn.POh,N"}-^0 E "t'aEaVG F CLIN TRAIL BE CONSIDEREDOIR h, AL S.A„L 0� DrSi,n N. ARth ON, ANC &N ,G rvN TONER M.AlCA CM mOUNT REINPORCEMENQS, ANC/OR EQUIPMENT INSTALLATIONS SHALL NOT COMA111 ; IRE INTEGRITY OR FUNCTiONk USE OF NERD S1F8' CLIMB CR ANN COLPCA'EN6 OF THE CURBING FACILITY ON TRE STRUCTURE THIS SNW.. INCLUDE BJF NOT BE Uu CFO: RNcrAr, or THE WIRE ROPE, BENDING OFI THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLONE PRUMi5' TO THE 1R'8 ROPE WHICH m.AY GUv ERICTONAL EAR, WRAC). TO THE ANCHORAGE POINTS IN AN/ WAY, OR TO IMPEDE/BLOCK FS INTENDED USE, ANY COMPROMISED SAFETY CURD, N LE EXISTINC CON 1Ot S MUST 10018_ OUT MO REPORTED TO YOUR CROWN CASTLE USA lNC. PC, OR CA. THE HOC TO GENERATE A SAFETY CLIMB NAINTENANCE AND CONTRACTOR NONCE T KET. PRO.R :ND PSIS ou- A START OF CONSTRUCTQN, ALL REQUIRED JORISDIONODIR PERMITS SHALL BE OBTARED. THIS INCLUDES, Po ORD T WT 1 R VCM.N f F N' NARNANIA AN ZONING. A -IT 0 U L ELECTRICAL, AM FIRE, SO NNE, 0 2M .R TM S AND CONSTRUCTION R NPL LD All REWIRED PERKS SHALL BC SATICRE AND CLOSED OR A roLOCAL JUsoI AL REQUIREMENTS. MEANS dii CN INCLUDING BJ HOT (WED CTOERECTIONPN R PL ANS, CLHANNNC AGUE PLANS SHALL BE THE RESPONSIDIP OP THE GENERAL CONTRACTOR :RE,oNslS E FOR IPEEXECU N OF THE WORK CONTAINED HEREIN, AND SAL MEET Alp/ASS AEC 18 (LATEST EDITION), FEDERAL, SDATE, AND 1.02,AL REGULATIONS, AND ANY APPLICABLE INPAVE CONSENSUS STANDARDS -BLAMED TO ME C08STRJCT 1 A,Tb➢ A BENG PERFORMED.All R ICON PLANS SRALI. ADHERE O AYSI/ASSE A 8'8 (LATEST MON) AND CROWN BASHI USA INC. STANDARD CEO-STD-10253, IN NG THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER R TA, IVNS'RLCOCN TO C T F SUPPORTING SPIT UR_ N ACCORDANCE WITH AhsrtA 2(LATEST EDITOR) 5. ALL SiTE WORN 70 COMPLY CH OIS SN CO68 RNS1A NOUN STANDARDS FOR CONSTRUCTION 5CDVIflES ON CROWN CASTLE .SA INC, TOWER St AND LATEST VERSION OF A08 58-1019-a 2O 2 STANDARD FOR INSIDE A 1J ALT RA ON AND MAINTENANCE OF AM ENNA SUPPORTING STRUCTURES AND ANTENNAS." 6. M THE SHORED ROVER) CAN NO7 BE INSTALLED AS SHOWN O1 THESE 800000S MC CONTRACTOR 8108 PROPOSE AN ALTERNATIVE IN5 AA -ION FOR APPROVAL De CROWN CASTLE USA INC. PR OR 10 PROCEEDNG WITH ANT SUCH CHANGE. C' 16ia,IAi8l.' 7. ALL MATERIALS 15080ED MD INSTALLED WALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE COD'S, REEL, TUNS AND ORDINANCES. CONTRACTOR SMALL ISSUE A.U. APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGUL4DONS AND LAWFUL ORDERS OF ANY TUBULE 0115 08Y REGARDING ME PERFORMANCE OF THE 0801 ALL WORK CARRIED CUT Silk COMPLY WITH ALl APPAKA0IE MUNICIPAL AND MLITY COMPANY SPECIFICATIONS ANO LOCAL UURISDCTOA'A CODES, ORDINANCES AND APPLICABLE R EOUIOS 8. THE CONTRACTOR SHALL INSTALL ALL E8U(PMENF AND MATERIALS IN ACCORDANCE W1H MAt88ACTUERS RECCMMENOATIONS UNLESS SPECIFICLLY STATED OTHERWISE 9. THE CONTACTOR SHALL CUNACT NIP LCOPI0G SPACES PRIOR TO THE SCARF OF CONSTRr1;ON. 10, ALL EXISTING ACTIVE SEWER, WATER, CAS, ELECTRIC AND 0110 RUNES WHERE ENCOUNTERS IN THE WORK, SHALL 8E PROTECTED AT NI TIMES AND WHERE REWIRED FOR THE PROPER EXECu1,ON OF THE WORK, SHALL E RELOCATED AS DIRECTED PP CONRRACIOR, ENIREME COON WOULD 8E USED H TOE CONTRACTOR WHEN EXC0NATIN' OR DRILLING REPS AROUND 0R NEAR u1N TES. CONTRACTOR SHALL ?MADE SAFRP( TRAINING 11R THE WORKING CREW, THIS WILL In LU} BUT NOT E MM ED TO.A) FALL PR0TCI0A 8) CONFINED SPACE C) FLOG MCA, S„'IY D) TRENCHING( AHD EXCAVATION E) CONSTRUCTION SAFETY PROGDURES, 11. ALL GTE WORK SHAM BE AN INDICATED O4 THE STAMPED CONSIRUCO8N DRAWINGS AND PROJECT 8'00'C41ON£ LATEST APPROVED REZION. 12. CONTRACTOR NI NEER THE SA' FREE IRON( ACCUMATNO WASTE MA'EAI, R6 AND TRASH AT P COMPLETION OF THE W'ORR. R NECESSARY, RUBBISH, STUMP'S DEBRIS, SACKS, STONES AHD OTHER REFUSE SH4lt BE REMOVED FROM THE SITE AND DISPOSED LEGALLY. 13. ALL E851TNG NAC IV, S1VER WATER, CAS .1„ 810 AND OTHER U1N1IS, WHICH INTERFERE WITH THE EXECUTION OF Telt WORK, WALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE GISCP5U,NED AT MKS WHICH WILL NOT INTERFERE NTH TNi ERECJTION OF ME WORK SU1JEC110 PE APPROVAL DE CONTRACTOR, TOWER OWNER, ,ROAN 0S'-E ((S.A. FAT, AND/OR LOCAL MLIiIES. IA. NNE CONTRACTOR WALL PROVIDE SITE SLONAGE M ACCORDANCE A24 1B, 1:.NN.A. SPECNICATION FOR SIDE S10,p - REQUIRED W LOCAL JL0S8CR0N AND SICNAG, REQUIRED ON INDRDDWE P,0 or EQUIPMENT, RD0148, AND NHETER8 W. ME SIRE SHALL BE GRADED 10 CAUSE SURFACE WATER TO FLOW AWAY FROM THE A RRS EQUIPMENT AND TOWER AREAS. A9. THE SUB ORAN S;;AL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR 10 FINISHED SURFACE APPLICATION. l7. NNE AREAS OF THE OWNERS PROPERTY DINIUR081 BY THE WORK AND NOT COVERED BY TINE TOWER, EOMIPMENl OR DRIVERAN, SHE BE GRADED TO A UNIFORM SLOPE, A1C S A91UR.. TO PREVENT ERORDN AS SPECIFIED ON THE C0'STRUONON CRAINNDS AND/OR PRO,I3C7 SPECIFICATIONS. t8, DG10 A'CR BRA. M8011 RS'URRA0CET0 EXISTING SIDE DURING CONSTRUCTION EROSION CONTROL MEASURES, = :RI ) MIRO CONSTRUCTION, SHALL BE R CONFORMANCE WITH THE LOCAL GUIDELINES FOR E180N AND SEDIMENT CONTROL 19. THE CONTRACTOR SHAH PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS 188880PNG AND STRUCTURES, ANY DAMAGED PART SHALL ,E ENAR D AT CONTRACTORS EXPENSE TO THE SABWACCN OF OWNER. 20 CONTRACTOR SHAU. LENIN AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXAL CABLES AND DIRER ITEMS REMOVED FROM THE RAISING FACMIC ANTENNAS REMOVED SHALL BE RE8RPED T 7DE OWNER'S DST,NAED LOCATION. 21 CONTRACTOR SNLL LEAVE REVISES IN CLEAN CONDITION, 'RAW AND DEBRIS SHOULD HE RIAOTED FROM SITE ON A DAILY BASIS. 22. NO DLL OR DAEMON MAT.RNL SHALL G, MACE ON FROZEN GROUND. RR028N MATERIALS, SNOW OR 3 SHALL NOT BE PLACED LN ANY NUL OR ElAWk.M_ 5' GENERAL NOTES: I FOR PURPOSE O M1 tl R DRAWING, R PP - 0 U 00 S' MC D P THE OLI1FO4 DE NI ,1 .Hall A LY CONTRACTOR:GENERAL HA CONTRACTOR PCs-� FOR CONSTRUCTION CARRlER TOWER OWNER: CROWN CARE USA INC 2, NESE MR WNGN HAVE SEEN PliPARED USING STANDARD- OF PPO ESSIONAt CARE AND COMPLETENESS NORMALLY EXER,IS,D UNDER . AAR CIRCUMSTANCES D' R,'L'OO E DRONERS IN ?HIS OR STATUE 105S, IT IS ASSUMED THAT THE OK DEPICTED 'RILL „ PER'O1 ,0 EY v EXPERIENCED CONTRACTOR AND/OR WORK ,31E 1W10 MANE A RORC0G KNOWLEDGE OF THE APPLICABLE CODE , ANCARDP AND REOUIREMENTS AND OR INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. _ NCB EVER, CONDITION ' ELEMENT L NOR CA, BE) EXPLICITLY SHOWN ON a DRAWINGS, THE CON RAC ,R SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS FORK NOT ENPu(TELV SUM, 3. 'NESE DRAWINGS REPRESENT IRE FINSHED STRUCTURE ma CO NOT INDICATE THE MEANS OR ONES OF CONSTRUCTION, Ti CONTRACTOR 5 DE SOLELY RE PDNSB- FOR 118 CONSTRLDTION MEANS, MEMPIS, TECINQUE, SEQUENCES, AND PROCEDURE. THE CONTRACTOR _MALL PROVIDE ALL MEASURES NECESSARY FCR PROTECTOR OF LIPE AND PROPERCURING OR M C N SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACINC, FORDWORN, SNNRM ENC -USNNRE ENGINES 0R HIS REPRESENTATNE WILL NOT INCLUDE INSPECTION OR THESE HEMS ANDAFOR STRUOMRAL OBSERVATION OE THE ANS5"D STROME ONLY. NOE AMC DETANAS IN THE CONSTRUCTION AW NFO SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL BEMS. WHERE NO 11 ALE ARE SHOO, CONSTRUCTION SHAD. CONFORM 10 SIMIAR WORK ON IDE PPO AND/OR AS Porn GR IN THE 10 DOCUMENTS, WHERE DISCREPANCIES OCCUR BRENNEN PUNS DCTALS, GENERAL NOTES, AND SPECINCAIONS, TH3 GREATER, MORE STRUT REW,BEMEARS $,AL COON. FURTHER CLARIFICATION IS REQUIRED CON(ACT Y ENO(NEER OE RECORD, suasroAL FORT HAS BEEN NTADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE CRONE TO ASAISE IN THE A 11'O AN /0?ANENT OF CONTRA TON ELEMENTS RD1 IT IS THE SC„ RESPONSOIII OF THE CONTRACTOR TO FEE N(ERIFY THE DIMENSIONS MEASUREMENTS, AND/OR CLEARANCES SHONA IN THE CONSTR1ITON DRAWINGS PRiOR TO FABRICATION OR CUTIRO Of ANY NEW OR EX)STING CONSTRUCTION E', V h S IF IT IS 8118 8D MAT THERE ARE DISCEPANfIES AND/OR CONFLICTS CRT FR tDRAWINGS / HE CONS UCTIO ME ENGINEER ORECORDT IS TO 3 NOTIFIED AS SOON AS POSSIBLE PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING C0NIRACIDR SIA N VSU 14E CELL SITE 70 FAN LW72E WIP THE MINCONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CDNSTRCI M DRAWINGS. ANY DISCREPANCY FOJSD SHALL 8E BROUGHT TO THE ATTENTION OF CROWN CASTLE, AL MATERIALS FURNISHED AND INSTALLS SHALL BE IN STRICT ACCORDANCE WITH ALL AP4N,:491E CODES, EGAADINS AN, ORDINANCES, CONTRACTOR SHALL ISSUE ALL 808808RATE NOTICES AND COMPLY WIP ALL LAWS, ORD N 1 ES, ROLE, REGUTA0ONS AND LARNE ORDERS OF ANY PUBLIC 8BT0RI1Y CARDIAC PE PERFORMANCE OF IRE WORK. ALL WORN CARRIED ON SHALL COMPLY ARH ALI APPLICABLE MUNICIPAL AND 5010 Cp0PM1 SPECICADONS AND LOCAL JURISDIC1ONAL CODES ORDINANCES AND APPLICABLE ECUAIENS. UNLESS NOTED OTHERWISE, THE WORK SAALL NCL'CDE FURN641NG MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL 1851ALA18NS AS INDICATED ON THE DRAWINGS, 9. THE CONTRACTOR WALL INSTALL ALL EQUIPMENT AND IA40R0LS N ACCORDANCE CH MANUfAC1URER)S EMENDATIONS U81ESS SPECIFICALLY STATED 810088E, T0. IF THE SPECIFIED EQUPMENT CAN N018E INSTALED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHAM PROPOSE AN AIERNAENE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR 10 PROCEED4 CH MAY SUCH CHANCE OF MS1AUA1ION, s. CONTRACTOR IS 10 PERFORM A SITE WVESTI(A10R AND 1S TO 06lER4Ne PE BEST ROMNG OF 0,1 CONDUITS FOR ?CARER,AND TNCO AND NOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING P11N DRAWINGS. 12. 1.4E CONSACTOR SHELL ?ROT, EXITING IMPROVEMENTS POEMS, CURBS, 0ADSCA 110 AND SI 001188S. ANY DAMAGED PART M. B: EARED AT CONTRACTORS EXPENSE T01E SATISFACTION OF CROWN CASTLE USA INC 13. CONTRACTOR MI LECW,G AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS C04RW, CAKES AND OTHER ITEMS R2„0ED ROM ME EXISTING PAOIUIY, AMEN, NAS REMOVED SHALL BE RETURNED TO THE OWNERS DESIGNATED CCA ION. I4. CONRCT R SHALL LEAVE PREM51S IN CLEAN CONDITION. TRASH ANO DEBRIS SHOULD 8E REMOVE FROM SANE ON A OILY MSS CONCRLIE. FOUNDATIONS AND REINFORCING STEEL: I 4L CONCRETE WORN SRC, E IN ACCORDANCE WITH THE RN BOIL ACI 318, A01 336, ASIR A184, AR A185 AND ihE DESSR AND CONSTRICTION SPECIFICATION FOR CAA I8 P ACE CONCRETE, 2. UNLESS NOTED OTHERWISE, SOl BEARING PRESSURE USED FOR DESIGN OF S ABS AND FOUNDATIONS IS ASSUMED TOE 1COD psf. 3 ALL CONCREDE SHALT HAVE A MIN MUM COMPRiSSM STRENGTH (re) OF 3000 psi A. 28 DAYS UNLESS NOTED OTHERWISE NO MORE MAN DO MNLIES SHALLELAPSEFROM BATCH NNE TO TIME OF PLACEMENT UNLESS APPROVED 3Y IRE EN0NEER OF RECORDTEMPERATURE N CONCRETE SHALL NOT EXCEED SO' A TUNE OE PLACEMENT, M, CONCRETE WEED TO FEE2E-1508 CYCLES CTW1 CONTRA RR ENTRAINING ASV XR R 8 AMOUNT OF AIR ENCRA0MEM TO 9E BASE ON SIZE OF 0OGRE0AE AND F3 GIA8S EXPOSURE (TRY 8' 001 CNN SD TO 9E ME II PORTLAND CEMENT WITH A MAXIMUM WATER -TO C MEN1 RA10 ;W/C) OR OAS. 5. ALL S ?ENFORCING SHA L ONNORM TO AS1M A515L CND WIRE FAX (WW0 SHALL CONFORM TO AS1M A185. ALL SRLICES SIDADL SE CLASS'8' TENNDN SAPS UNLESS NOTED OTHERWISE ALL HOCKS SCAR', BE STANDARD 30 DEGREE FOOL UNLESS NOTED OTHERWISE YIELD STRENGTH (Fy) O STANDARD DEFORMED BARS ARE AS FOLLOWS: RR, BARS AND 50118R TOO T . 40 kU 9, BNRD AND LARGER 80 k0i O THE FOLLOWING MN 5UM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN DERW15' ON DRAWINGS, CONCRETE CAST ACA0SI AND P RMANEIII,Y CONED 10 EARN) -...3" CONCRETE EXPOSED TO E810 OR WEATHER, pR BFFS AND (ANGER 0040 AND SMALLER y1/2• CONCRETE NOT EXPOSED 1O EARTH DR WFA'HER: SLAB AND WALLS 3/4' BEAMS AND COLUMNS 7. A TLED EDGE OR A 3/4" 001018E 050118E PROVIDED AT All 1POSE EEES OF CONCRETE, UNLESS NOTED 0" 30815. IN ACC00OU'E WITH ACI 301 SECTION 42,4. n GREENFIELD GROU(NTDItiG NOTES: ALL GRIND ELECTRODE SYSTEMS (INCLUDING TIECCMMONICA00N RADIO, UGMIING PROJECTION AND AC POWER CM) _-0 BE B08DE MOODIER AT OR BOW CR8`JE BY 1W0 OR MORE COPPER BONDING CONDUCTORS ACCORDANCE WIND 1HE NEC, THE CONTRACTOR WFi PER DRM IEEE FAL -0'-PO1Eu1A, RESISTANCE TO EARTH TESTING (PER IEEE I10D AND ) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SODAS AL GROUND ELECTRODES AS NEEDED TO ACHI'V A TEST RESULT OF 5 DIMS OR LESS ME CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEDDUNCNG GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANT LOSS OF CONTNUIIY IN THE GROUNDING SYSTEM OR OHMAGE TO THE CONDUIT AND PRCMC{ TESTING .RESULTS. METAL CONDUIT NC TRAY SHA1 BE GPOUND1 AND MADE ELECTRICALLY CONTINUOUS VI5M US1ED BONDING 'RINGS OR BY BONDING ACROSS THE DISCONRNMATY WITH (6 COPPER WIRE LL OWE GROUNDING TYPE CONCUR CLAMPS. METAL RACEWAY STALL NOTE USED AS THE NEC REUIRE EOURNIENT GROUND C06DOC'OR STRANDED COPPER CONDUCTORS WITH GREEN WSULATION, SANE IN ACCORDANCE WTH T'E NEC, SHAD. BE FURNISH D Ahe INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. ' EACH CABINET FRAME SHALL BE DRECILY CONNECTED TO THE MASTER GROUND DMW/H GREEN (NSULAI'D SC :DENIAL EQUIPMENT GROLNO WIRES, S6 STRANDED COPPER OR LARDER FOR INDOOR BTS; S2 B RE SOI@q1�NAO1 E Y IEWE COPPER FOR WiDOGR BTS. V CONNECTORS TO TIRE GROUND BUS SNAIL NOT 6E DOUBLE UP OR STACKED BACK 10 BACK C0h°RS1100S ON OPPOSITE SIDE OF TNT GROUND BUS ARE PERMITTED ALL EXIEROR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND) BARS AND THE GROUND RING SAG BE S7 SOLD TINNED COPPER UNLESS OTHERWISE INDICATED, ALOMINIW CONDUCTOR OR COPPER GAD SIM CONDUCTOR SHALL ND0 BE USED FOR GROUNDING CONNECTIONS. 0. USE OF 90 ENDS IN THE ?ROIECON GROUNDING CONDUCTORS B0Mi E AVOIDED WHEN 4S' BENDS CAN BE ANE011ATELY SUPPORTED 1. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE 2. Ni GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EX1ER10R) SHALL DE FORGED USING HIGH ?'RIOTS CRIUI?S. 3. COMPRESSION GROUND CONNECTIONS MAY BE REPIKED BY EYOPERMN. WELD CONNECT5NS. A. ICE BR3,E DING CONDUCTORS SHALL BE EXOIIERWCNILY BONDED 0R BOLTED TO T. RIDGE AND THE TOWER GROUND WR. S. APPROVED 0Mi2XID11 COATINGS (Le. CON01NT0VE GEL OR PASTE) SHALL BE USED 5 ALL COMPRESSION AND KITED GROUND CONNECTIONS. 6. ALL EXTERIOR GROUND CONNECTIONS SHALE RE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL MEAL ROES, FRAMES AND SUPPORTS SHALL DE BONDED TO THE GROUND RNG, IN ACCORDANCE CH Mi. NEC i8. EN) ALL M0AUC OBJECTS WI HIN 6 ft OF VAIN GROUND RING WITH (1) BARE SOLD TINNED COPPER GROUND CONDUCTOR 19. GROUND CONDUCTORS USED FOR THE 1,11'' GROUND NG AND WHINING PROTECTION M EMS s4ALD HOT 3EROUTED HOUGH METALLIC OBJECTS THAT FORMA RING ARM THE CONDUCTOR, SUCH AS M13 SUPPORT CUPS OR SIMS THROW, WALLS OR FLOORS WHEN I. ,S REQUIRED TO B- NOOSED IN CONDUIT 10 MEfl CODE REQINRCM,81S 0R LOCAL CONGIONS NON-NLALUC MA1ERA). SOON AS PVC CON T SH WHERE bDE OF METAL UNCUT IS UNa100ARE (La NONMETALLIC CONDUIT PRO 11'D (GA LOCAL CODE) ME GROUND CONDUCTOR SHALL BE BONDED NO EACH END OE 1FE METAL CONDUIT. CO. ALL GROUNDS THAT TR0NS1l28 'o BELOW GRADE TO ABOVE GRADE MUST E g2 CARE SOLID FMNFO COPPER IN 3/4° NON-METALLIC,FUME CONDUIT RCM 24 BELOW GRADE 10 WHENN 3° TO 6" OF CA WELL POINT. H XPOSED END OF THE CONDUIT MUSE BE HAD W1Hsum' CAULK. (Aco -UNW101ING GROUND STANDARD DEW: AS WELL). 21 BOUNDS WHERE THE VAIN GROUNDING CONNCTORS ARE REQUIRED ROUTE TO GRADE, TRE CONTRACTOR SHALL ROUE TWO GROUNDING CONDUCTORS FROM THE RO ?, .OW RS AND WATER TOWERS GR U OVISINC GROUNDING SYSTEM THE CROONING CONDUCTORS SHUT NOT RE SMALLER TRAN 2/0 OPFER. RCOHD GRCJN0NG R NG SHALL B, BOOED TO NE EXISTING GROUNDING SYSTEM, THE BUILDING 81', PROTECTION SAS Ea, AND MONO MAN WATER UNE (FERROUS OR NONFERROUS METAL PIRING ONLY), CODE COMP ELECTRICAL IATSTALL0T10N NOTES, 7 8 11, 12. 13. IA IS.. 16. 17. 18, 19. 20. 22. 27. 24. 25. 20. 27 28 23 30. F AR ELECTRICAL WORK S Al ME PERFORMED IN ACCORDANCE WITH THE R J E SPECINDATIONS, NECAND ALL APPLICABLE E i STATE, AND LOCAL CODES/ORDNNCE, GONGS ROUTINGS (ARE ERHEHAIR CONTRACTOR SNALINS.., C.I DU 0 SO FLAT ACCESS 1C EDDA11,NT IS NOT ROOKED ANDTRIP WARDS ARE FNNATCR WRING RACEWAY AND S,PPOP METHODS AND MA ER(ALS SHALL CORR Y MIR THE R 811.MENTS Of THE NEC, ATE ones SHALL B, SEGRECATED AND MAIN dA IAINNAUNI CA... SEPARANON AS REQUIRED ,Y THE NEC. . AlLL BOuiPMENT SAL BEAR 'i, UNDERAGITERS ABORAT. N LABEL OF APPROVAL AND C AL „,NMCRM TD REQUIREVENT OR THU NATIONAL ELECTRICAL CODE 2 NEL 0 E RRJN DE)), cal HA,'Al INNDRRNPVIND 2NRPV17'a ND NNW NHA1 BE "NEATER MAN - E SENT CIA... CURRENT TO WHEH THEY ARE SJx D C,C,u AIC MIN IJR VERIFY AVINLABLE SHORT CRODIT CURRENT DOE NOT EXCEED THE N F ELEC7RICAL EQUIPAIENT e ACCORDRICE ARH ARTICLE 4 NECME MOST CURRENT ADOPTED0 PRE THE GOVERNING U u UN EACM ENO OF EMERY POWER PHARE CONDUCTOR, GROUN Ih O ANCONDUCTOR Jc 3 D 2LL OR CABLE SHALL BE LABELED Vi H 0 ;0 D Itt DIN: OR ELECTRICAL TAP(3M RAN) 2 PLASTIC ELECTRICAL TAPE VIP UV PROTECNION, DR EQUAL)THE IDENTNRADON lAt7DOD SHALL CONFORM tf'H NECAID ON. AL ELECTRCAD CMONENTS SMAL E OVEARLY (ADDLED RJR TAT. OIL TAOS Rk AN -HER RATED VOLTAGE, PHASE CN RATDN WIRE CCNr,JRATMN COBB OR ARM RATING AND BRAND) NUT S NCMN:RS PANEL HOMO AN CUT O S PANEL MS(ID RA8'o2 AY LABELEDRETPLASTIC 80/1 ALL NE WRAPS SHAUN SE CUT FLUSH WITH APPROVED ClENTING TOOL 10 REMOVE SHA ALL POWER AND EQUIPMENT GA OLING, If INNING ON CONDUIT SHAVE B- SINGLE COPPER C RD:DIOR 141A CR LARGER) CH TYPE TYRA WM, NANDN-2, AHMW, MFHW 2, Thl, NN 2 '19 O. RAW 2 .SEA CN JNIES 07NIENWiSE SPECIFIED. SUPPL0MEN }U EQUIPMENT GROUND DDRINC LOCATE- INDOORS SHALL , SING1, COPPER CONDUCTOR IR8 OR ,AEG All TYPE TH IW 1HWM1 THWh 2 XHW Ng, RHIV,OR R W2 INSULATION UNLESS TNEz'uSE SPECIFIER POWER AND CONTROL W1RNG IN NEXIDIE CORO S'LA, BL MULL ,CN0,4100 TYPE SON CORO ((it4 OR 118 R) UNLESS ORERNSE SPECTRA POWER kW CONTROL WIRING FOR USE I) CABLE TRAY SHALL BE MULTI -CONDUCTOR, INE TC CAB': (p14 OR LARGER), WM TYPE NNW, ThWA N00 L XMMW [NNW 2 'FIT W 2, RR, 0- R1A 2 14SILCON UNLESS OifENSE SP 01 Rfl ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -TIME, COMPRESSION WE LUGS AND WIRE NUTS BY 1HOMN4 AND BETS (0R €GA). LOOS AND NW, NUYS SHALL 8E RATE FOR OPERATION NOT LESS THAN 75 C (SEC' 117 1,A015LE). RACEWAY AND CARS TRAY SRC. BE ANTE OV LABELED FOR ELECTRICAL USE W ACCORDANCE WITH MEAN, UN ANSI/IEEE AND NEC. ELECTRICAL METAWC TUBING (Eve, INF.RN©AE BEIM. CONDUIT (MCI, OR ACID MEAL CONDUIT (AMC) SMALL BE USED FOR EXPOSED INDOOR LENTOS. ELECTRICAL METAWC TUBING (CO) 0R MBA -CIAO CABLE (BC) SHALL DE USE f0R CONCFAED NDOOR FOCA1IOR5, SCHEDULE TU PVC CAULK:FOUND ON STRUTS AND SCHEDULE 80 PVC FOR ALL EI1IS/90a AND AL APPROVED ARM GRAD PAC COOT. UCUI TI M LIRE M IALUC OGN0c10 A 101D-1f1E ALEEX) SHALL RE USED INDOORS AND OUEDONS, WPP.RE ABR ION OCCURS OR FLMRI P IS NEEDED. CONCH( AND TUBING Ri114S SHALL BE TREADED OR CDMPRNSSILL-ME AND APPRWE FOR TO LOCATION USED. SET SCREW (RINGS ARE NOT ACCEPTABLE. CA^i00S, BOYS AN, WIRE WAYS S' „ DE LABELED FOR 850001'0AL USE IN ACCORDANCE Da NEM0, UR ANSI/IEEE AND THE NEC. HEWS S ALL B. MEIN WITE AN ENAMEL MWW AND INCLUDE a HNGED CG4ER 05513 30 TO STUNG OPEN DOWNWARDS (WREMCND SPECMAIE WIREWA°T, SLOTTED WIRING DUCT SHALL R AEC AND INCLUDE COVER ( AN UIT TYPE E OR EQUAL), AL), CONDUITS SHALL BE FASTENED „CUR„ Y PLACE WITH APPROVED NON -PERFORATED STRAPS AND MANGERS ENPLOSM 0EAFCES (:e. POWDR ACPA ED) FOR A-EAD'oG DANGERS TO STRUCTURE WILL NOT BE PERMITTED, CLOSELY()MOW DIE LINES OE THE S RL TURN, MANI'A0 ,LOST PRORMON TO 1'F, STRUCTURE AND NEP CONDUITS IN DERR ERVE3OPES :CANOES IN DIRECTION 1D ROUTE AROUND OBSTAC ES SHALL BE MAD: WIN CON' 0)11111 BODES. CORM SRL SE INSTALLED IN A NEC AND WORKMu1KE MANNER, PARALLEL AND ARP-NDIOU.}R TO SFAUCIIIRE BALL AND MNG NNE. Al CONCUR SMALL E F:SED 10 CLEAR OBSTRUCTIONS. ENDS OF CONDUITS WAL E TEMPORARILY CAPPED UP To RNISH GRADE TO -REVERT C`UNC ., A, ER CR DIRT ROM ENTERING, CONDUITS ,ALL SE RIGIDLY CAPE TO ENS BY DAL.A?NED MAJLEADLE IRON BUSHING ON INSICE AND GALVANIZED MA,.EASLE IRON 102185IT ON OUTSIDE AND INSIDE. EQUIPMENT CADRES, TReek BOXES, JI0101 BOXES AND PULL NOXES SNAL 0 20.011i2ED OR EPDXY -COATED SHE, STEEL.. SKALD MET CR £030 uI 50 AND BE RATED RDA 1 (OR BEIER) FOR INTERIOR LONONS ANC NEVA 3R (OR u) FOR EXTERIOR LOCATIONS. METAL RECEPTACLE, 00 CR ANC DICEBOXES S4ALL 9E GA VAN 2 C EPOS CQATE OR N V C RROpe SHAM u r R v CIA 514A B1111 NM 22 1 AN BE +A L NEAR 1 1 n 1TE0 FOR IN1E0C4 LOCATIONS AND ViEJAINER PROTECTED (WP CM BETTER) FOR EXTERIOR LNA GN"i NORM:TUC RECEPTACLE, SeeCH AND DEUCE BOXES SHALL LIENT OR EX E D NENIA OS 2 (NEWEST RV5ON) ADE BE WED NEW I (OR HEM) FOR Y,02' LCCA IONS ARE WHAT ER PROTECTED(RP OR B.I RI'NOR DER,oR LOCATIONS. TREE C 4,4E OP SHAi L NOR' AND ORD NECESSARY AUTHORIZATION FROM11E CANER AND/OR CROWN CASTLE USA INC.REFORE CORMENCNGWORK ON CHE AC POWER DISTRIBUTION PANTS. HE CONTRACTOR SHAL PROVIDE NECESSARY AK IA ON THE BREAKERS, CI S AND NSTRIKTION PANELS IN ACCORDANCE WITH 1M, A RUCA ,E CODES 1 STANDARDS EJ RD U E AN, PROPER7. INSTALL AMI OIC LABEL ON THE 1. R CENTER TO SHOWDT-MORDLEN ALL EMPTY/SPARE CO^OJ S NH" ARE INSTALLED ARE TO HAVE A METERED MULL TAPE PJ CORD INSTALL:. CC." CR 051 1 COO: 0YS5M TECIAAC1C1,Cq CCLOR PHASE CLACK RED +MANE ) '2C/ 40 le HATE I NNLRM. GRC MD EC ' P uWlr kNCF 105(C) 0 AND (1) MARKED AT T588841O APPRO '"aMRMAT106: FEB 06 HOUR„ W1Et0E B. NS:D. l.QND� Tu ,P FOP a NA MN WING DIV(SICit ANT MM ROS'8 ACJP IATRFAC, FAME 5RI OR 800 POSMC1A4G S1S1EM ;ORAL SNSTSU FOR MOBNE ROAN ELECTRIC CODE ED PAA1 01Y. REC1 RBS RET REDS RRH RRU SAD IAA 10 UMG W.F. RECEIVED CiTY OF TUKW!LA OCT 01 PERMIT CENTER QUANTITY RECTFER RADIO BASE S8ATC+N EMOTE EIEC1RC 1,1 RADIO REMMEN,v DATA SHEET EMOTE RADIO HEAD REMOTE RADIO UNIT MART INTEGRATED DEVICE TOWER MOUNTED AMRIFER "0CM. UNIMRSA. MOBILE TERECOMUNICATIONS SYSEM WORK POINT T� . oblle TESTA SES5TH5TREET B0LLEAVE MCA 9STI1 crCROWN CASTLE 15 S 8ESTE KE AVENUE NORTH, SUITE SOS DMZ 8'.59510E M SR UARti WIRELESS 1317 CALLE AVA1IA00 AWCI EMIG®gf4114N T-MOBILE SITE NUMBER: SE03004E BU 0: 880338 TUKWILA 12400 S1ST PL, S TUKWILA, WA 98178 EXISTING 82'-6' MONOPOLE NsWMMm FAArc.IR11 DA1EStGNE2 071 ITM.AAROIARIONOPUA'PO ANEPPl5FON, LT'LESS THEY ARE ACTING UNDER CAB DIREI]0ON OF A WCE'0ED PROFESSiOMAL ENGINEFA, iOIITER1'ISD0CL 0T1 SHEET NUMBER T_2 0Ens5O5: 0 SrE ?ury CSCAIME 0 Rry LNE AM STRUCTURES ME SEEN DIGIT)ZED FROM REMUS PM SETS OR FROM ASS SONS NAPS CROWN CASTLE' SA INC. HAS NOT CDUPL'FED A SUE _SURVEY AND TIE CH MAKES NO CUAIMS 7S TO THE ACCURACY OF It FORM:MN OFCrc ON T`c SE T 0 u 0 z L Q 0 /)OVERALL SITE PLAN SCALE: I.20-B BULL9.0 APO: 00038PO003 ZNSNJCH n EDID InPI REVIEWED FOR CODE COMPLIANCE APPROVED FEB 062020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKiNii.;l OCTp32019 PERMIT CENTER T ' Mobile' 12S2d SE SST+ STREET BEREES1'E, W,A SERM CrCROWN CASTLE GOS WfaTLNKE AVENUE NORTH, SUITE&b SEATTLE, WA 98116 M SQUAR( j WIRELESS 1117 CALLE AYAREADO AWC AEAIECAU711K31,AN T-MOBILE SITE N1,l1BER: SE03004E BU 4: 880338 TCKWII.A 12400 31ST PL S TUKWILA, WA 98178 EXISTING 82' 6' MONOPOLE ISSUED FOR: REV) DATE Dftn+N DFSCWPIION MAU TB 9UAFI1RREI0 ]AC o (ovHep9 JG IINEORS A317 IMISIGBREK/19 ITSA VIOIAT1M' OFI+WFOR ANY PEN\ UNLESSTHEYAREACTINGU:5OERiNED@r ION 0E A IUCENSPD PEOFFSSIONAL+GUEiR, TOFITFRTIDSDC+ +T SHEET NUMBER. c111 REVISION: 0 !E) T-MOBILE SUPPORT-1 CABINET TO REMM (E) -1,05417 FEN OWINE1 to EE REgOvED TEL'S° COMET (E) MEER DWR CRIER SOU,PMF,N1 UTIMMY MAME x ,p( r(E) T-MOBILE EQI)IPMENT TO BE REMOVED (I) ULTRAVE CABINET • (2) SSIE (3) ),(E) x-maLE EQUIPMENT TO BE RELOCATED 0) EX (I) FSK ! (I) ER M2S X X X X 1 + " + " + + " ^ + + !EM CADE 1RXx ix!!SM FENCE , 17I-21t (E) SEEPS (E)IPO TANK X (E) T-MOSIMS FELINES TO REMAIN (1) 71r COAX, () )1CS (ACMPOLE (CATE) 01 ,EXISTINC S'IE PLAN x x Nx':•,-- tx'X'' 170 T-OLS QUINN (7 \ CSR 7210 SAS4IXP ,—(E) T-OLE RELOCATED EQUINOX ! SO BS ENDO (0(1)2012 11)(0 ESoc (1) (E) rxrR / (N)T-MOBILE DAN ) (I) HU EXPANSION CABINET Vi/ (2) NOKA AMA I (2) 7077217 / I ! (I) NOMIA ASIA 1 (I) OA ASX (I) CIA xat 0-7 SS!) WI Tom A 2( (E) TEAR X "!E!) +PC ANC !SACO SMaNST (,•S VEER (E) OTNES CAFRIER FIPMEN7 06, "NE' REVIEWED FOR CODE COMPLIANCE APPROVED FEB06 MI City of Tukwila BUILDING DIVISION 1)0PA' STE PLAN RECEIVED CITY OF TUKWILA OCT 3 nI9 PERMIT CENTER 12920SE FR STREET BELME,WA X8OO CROWN CASTLE s VESTIJEAVENIIENORTH, SUITE KO 9E+1TILE,111091151 WI M SQUARRELESS 1117 CALLE AYANZADO atquaertiomenpos4aix T-MOBILE SITE NUMBER: SE03004E 131I #: 880338 TUKWILA 12400 5IST PL, S MOTU, WA 98178 EXISTING 82'-6" MONOPOLE ISSUED FOR: pa, Dm DON DXSOIRTZ IM,Ox MARMEXTBV ; JAC 0 !NAS Jr IMMXMRSERM! SAC Espirx6noLlam:117021 DATERCNED:MX19 !TM! VIOLATIONOFLXMANYMMIMM INLE&STSISTAREASTINGUNDEXIIIEDIRVION OF IMEDPROISSMOISUMGINEFM, SOALTEATIfiSDOVENT SHEET NUMBER C 1 . REVISION; (El 1-M081L EQUIPMENT TO BE RELOCATED TO (N) PLATFORM MOUNT; (3) 1M3XX-6516-A2M ANTENNAS (3) NOOKIA FRIG RA00 (3) NOKIA FXFB RADO (12) D!P1E%ERS (6) T6Ls (1) COVP MOUNTED TO 36004; MOUNTS Sii'UCNRE W/ APPURIEMAN ELEV. = S2'-6" NEIN OF STRUCTURE ELEV = 82-63 sr EXICPINO ANTENNA 11P HOW E1EV. l0SONC 1-4 5 F 4QL E5E<IG--NDB1w 61 (E) i-60810E EOUIP636110 BE REMOVED (3) ANDREW 146%%-6516-A011 ANTENNAS MOUNTED TO EX611NG MOUNTS (E) ANTENNA MOUNNNG SYSTEM TO BE REM3533 AND REPIACED (E) 1-mOSILE F ELITES TO R694N (12) 7/52, (1) HCS r)EXIST1NG NORTH ELEVATION SCALE NOT TO SCALE MCA (E)1-1A53I11 431306TED EQUIPMENT (3) 140%%-6S16-A2M ANTENNAS (3) NOKIA FRIG RAC (3) NON6 FXFB RADIO (12) 0081BE6S (6) AMA's C0VP MOUNTED TO NEW MOUNTS DR :44i. EWP +END C-5. 826 PR N}W EQUIPMENT SPEC10IC400NS.. 3 CONTRACTOR AO vE1NY ALL ANTENNA IP 'HE.011S 30 NOT EXCEED BEACON &ESE HUGNT. OI- .NEW EgMMEN1 TO 33 PANTED ID !A41C 0IS130 EQUIPMENT 31W,CTINE 6/ APPTATTAANCEq BAR. = 82'-6" Y NEIGHS O6 STRUCTURE ^ EI NEW AMIENNA TIP HEIGHT E(EV. _ D66-0' 00 0 4N':NN'A TIP HEIG4i_A,�, Nn 1-061L K1 ELT.. 62,03 NEW 1-610811E 61 ELEV. = 56'-03 (N)1-MOB6E EQUIPMENT (3) COMMSCCPE FFNN-660-R3 ANTENNAS (3) NUN, MIN RA01OS MOUN1EO TO NEW MOUNTS iN) 140BIL EOLD (I) PU1TOf6 MOUNT 616 NANDRNA 65 (E) 32' 6" M0822012 (5 T-MIOEXE FEEOLINES TO PEW; / (12)1/6'COAX, (I) HOS T NEW NORTH ELEVATION 2 SCALE NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 06 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY O I KW!LA OCi 0 3 2019 PER ;LIIICE IjEA T ' 'Mobile' 12S20 S656FH STREET BELLEVIUE, IPA 96G1S CcCROWN CASTLE lay KFT1 AE MENLE NORTH, SLUE KG SEITTIE.W996109 M SQUAR( j WIRELESS 1117 CAILE AVANIADO 6MICLEKSIECA1207ELry1181 A 'MOBILE SITE NUMBER: SE03004E BU #: 880338 TUKWILA 12400.31ST PL. S TUK\1ILA,1WA 98178 EXISTING 8T-6" MONOPOLE ISSUED FOR: REV ENE P/HI/19 DNIVM DESDETTON D6/OB 13 90R0011E11EW JAC 0 N/00/14 JC ,N000082133I82L JAL 6P6Aoo0 r.I:I43 DAT2(3520.02/5/19 IAEA VID0T1D50Pl134151"YTTIMON, N11ESS1IIEY.A5EA.TING550351HED;9E00N OEAu ENSED 3Ut&SiOKALEN'c15r333 005L1F51A1$DOCE'61GE SHEET N011BE& CZ REVISION: 0 (E) TNIAOOILE ANTENNA 10 BE KNOuED MORN Am80-6516474 (5 TOTAL 1 RR SECTOR) (014091LE ORDERS TO BE RELOCATE0-----_,42,ir. (12 TOTAL ER SECTOR) C2 (E) ANTEMOUNSNO MTN TO BE REMOVED AND REPLACED (E)T-MOBLE ROO TO EIE RELOCATED NOKIA ARO (3 TOTAL I PER SECTOR) 26ATINkUuk• NONOPOLE (E) T-NOELE COW TO BE REUOCATEO (1TOTAL) .EXISTING ANTENNA PAN SCALE: NOT TO SCALE ;BUR) 135' ANON 1,1 (E) (-NOBLE ANTENNAS TO E( REioCATED ANDREA DARK-6516-42M (6 TOTAL, I PR SECTS) (E) TANOBILE ItAA's TO BE RELOCATED (6 TOTAL, 1 PH SECTOR) (3)1 «OM RADIOS TO BE RELOLVED NONA ENES (3 TOTAL, 1 PER SECTOR) WTI, PRIOR ID ORDERNO uiTENNAS, VENT( CONNECT NODEL ((ABER KAN LOIS( KOS AO NOSEY MINER Of RECOIRO isusENTELY IF DOURff(AWI IS MK( (QS-NOIRE RADIO KSOCATIGN NoLA ARt (3 TOTAL 1 PER SECTOR) (E) T-,NONLE ANIENNA RaOCATION ANONEN NEC-651642M (3 TOTAL PR SECTOR) (E)TAii0811 RA,50 RELCLADDN NO0 RFS (3 TOTAL 1 PER SECTOR) (E)1-33313DIRDIRS RELOCATION (11 TON. Rip SECTOR) (E) T-10OBILE RELOCATED MVP (I TOTAL) (E) T-NOBILE DNA RELOCATION (6 TOTAL, 2 PER WM (N)T-IAOSLE DO* NONA MICA (3 TOTAL I PER SECTORS (11) T-ACaLE ?RDAS 223333231166626-82-31 13 704, POI SEEIVIRI (),1 NEIN ANTENNA PLAN SOALE: NOT TO SCALE (N.PN 15' On (N) PiPONAI LADair NAN %OVA REVIEWED FOR CODE COMPLIANCE APPROVED FEB 00 nn City of Tukwila BUILDING DIVISION ' 030065-01036060113111132 WO LAB RANIR,NEg." • 7111 RIEGAIr Cs 71,E EL71 COQ 311C AO CONNONENSS OF Ti COOK KIP SALL SE [CAMPED MK 111, STASES V BON, NiSTALLASON, AND MARTIN. IOC MOOFICADON, m004 RONFORZIEONS, WAR EQURNEAAT IKAIDADO4 Xi NOT COOROAISE 11,1 INTECur OR FLNOTIONAL USE OR ThE SAO( CLAN( OR Ak DOMPONENTS OF DIE CANS Mr ON Di STRuCluRE, DNS NI INCLUSE, BUS NOT SE UNITED 10( PINDING 0; 1NE tilRE ROPE, OK OA 111E Of SORE ROI( NS SORTS, DIREUT Una OR (LOSE PROXINP TO 114 AC ROPE NON NAY XII (sUCIINAL (AR, %IRK"( TO (HE ANCHORACE POINTS 26321 gsr, OR ID 13F313/320014056103310 USE. AM COAPROWSED SAO COO, INCluONO DOTING LONO0006 MUST Si %GEO AND REPOR7O TO YOUR CONN CASIE USA INC. ROC OR CALL Di NOG TO GEARAlt A sgruf OAS NollIANCE ANA COANNAUTOR NOT( ONES • 1. REFERENCE C-A FOR OW EOURENT SCREDuLE, 2. REFERENCE CAS, C-S. FOR NEN EOuP(AEAT SPECNICASONS, 3, CONTRACTOR AO NEAR Au. Al'Eura DP NEDIS DO NOT DICED BEACON SASE HMO. RECEIVED CV ar. TUKWILA OCT 113 N19 1; 13920 SEISINSTREET BEIIELIIR IVA 9IL36 CfCROWN w CASTLE IS 5 WESTUKEA VENUE NORTH, SINE g samE, IVA 9N M SQUARItb WIRELESS 1317 CALLE AVANZADD 33305180EEA323133313181e34 T-MOBILE SITE NUMBER: SE03004E BU #: 880338 TUKWILA 12400 51ST PL. S TUKWILA, WA 98178 EXISTING 82-6" MONOPOLE ISSUED FOR: REA DATE Dosou DEVITION DENA NANO Ts %RAMO JAC 0 0/05./i9 JD 11ANA(FORSUBOTO7 (NO *694D1210•1640 DMISIGNEVS/0V19 ITISAMONNIAVO ANYPDSON, AMTHEVEACMGUNDUMEDIFTION ONLICENSEDPROFESSIONLENGNEB, ToALTLITINADIGiusa SHEET NUMBER: C-3 REVISION: NOR: PRIOR TO °PORNO ANTENNAS, VERitt CORRECT MODEL NUMBER 101 LAiUSF REDS ANO 0011FY ENDER OF RECORD 11NEOIARLY IF 0SCREPANCY IS ROAD. ALPHA FINAL EQUIPMENT SCHEDULE (VERIFY WITH CURRENT REDS) POSmAN ANTENNA RADIO DIPLEMER ISA SURGE PROTECTION COKES TECH. S1A153/NANUFACNRFR MODEL A21M117i RAD CENTEROtt, STATUS/MODEL LOCATION Ott. STATUS LOCATION Ott. STATUS 011. STATUS/MODEL Ott, STATUS/NESEE LENGTH Ai U1100 GI910 L700 LSOD N60 C (N) OMMiCOPE f °M' C-R7 00 62'-0' 1 (N) NONIA ANL04 TOWER a (E) TOWER 2 (E) - - 4 (E) 004 7/6' 110' 01 12150 L1900 (2) 44 n W ISYN 441E—„21a s 62,_D• (E) NJYJA P TB (E) NO4IA FRIG 10W'e'O - - - - - - - - - - - 8E1A 61 U2100 G1900 l700 LOD N600 (N) COMIISCOPE FENH-6 COPE U6' 6P'-0' 1 (N) NONA AHLOA TOWER < (E) `OVf3 2 IEi 1 - - < (E) COAA TN 110'-0' B2 1100Dt2100 0) ANORBY tA7MX-65I6-APG US' 67-0° 1 1 (ET NOXIN PoIH (Q NO10 PI, TOWER GAO 21 U2100 GIRO L700 L600 N600 N CONMSWPE 100HR-6SC-TES 266' 64.51 1 (N) 90NA ANLOA TOWER 4 (E) PC'4ER 2 (E) TI) (E) RNSOC-1711.4E-40 E)1A^„AP !US (E) COAX T-i/a' 7/6' IW'-0" 11'-0' 11t00 L1900 EI M1 R40 TTI,XX 6 4-A74' 25) 62'_0• I 1 ":OKA F A (, Nid1A ER- 1� (E) UNUSED FINAL EQUIPMENT SCHEDULE SCALE: NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 061010 City of Tukwila BUILDING DIVISION RECEIVED CITY O; TUIK'�ti':LA OCT 0 3 P019 PERMIT CENTER T''�Iobile''' 12720 SEi51H STREET BalE1NE, WA 9RGG6 CROWN v CASTLE 1i05 WES1L9REAVENUE NORTH, SLETE SOD SEATE, WA9SIC9 M SQUARI�� WIRELESS III? CALLE AYANIADD AAMmumCAWIRGII65 T-MOBILE SITE NUMBER: SE03004E BU #: 880338 TUK ILA I24005tSTPLS TUKWILA, Il(A 98178 EXISTING 82`-61 MONOPOLE ISSUED FOR: DATE DAIW, UE(AIP10P' IDEEIQ4 4/4/519 70 4444145 I As OOIOSII4 (0 IHN,N4410417TAL) f4C 041EWG.'E00441110 R 0A170UTIONOFLAWHTAARTFEPSON, 011040SIHEYANEACII400742 , INEDP,ECI101 0P4J1GENSED EAOF44R,U\`AL040111k1, 10440 i1HISDOCLVETR SHEET NUMBER: C.4 REVISION: 0 .„„. 7 rill . ivoblie... 12912SE BEll,EVUE,WA MN STREET 08006 comiSCOPE I EF))555551 22=,--..., NOWAARLDARADIDIADDULE w 1 1 7 57 H2IGH1(21) WIDINK 952 252' m DR IAA (NS 22)5N )(OXIDE PIPE 01P) masi kiOUNT P910EE5 SUPPLIED LORD) k, ; WI MDAINWAS ORAGKET RFUED LOWIENNA CROWN TS CASTLE 1215 WESTLAKE ANUE NORTH,SUITE A SEATTLE,N 98109 DEP591 941 NEIGHTW) 201* D ! I ! 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BOTTOM VIEW ..._ FRONT VIEW SIDE VIEW — 910E0IEW PRONDAED /';') NNIA A-LOA RRU EKE PRIOR IC, OREM ANDIRD, REM COW MODEL DAR WITH LATEST REDS AD NOTIPI MEP Of RECORD IDIEDIELY IF WENDY 5 FOX '-`, RRU AND NNTENNA4U REVIEWED FOR roODE COMPLIANCE TUKWILA, WA 98178 (-)1 COMMSCOH ;..F--650-R3 ..1jSCAE: NOT '0 SCALE <> Y:).SCALE: NO" TO SCALE SCALE: NOT TO SOME APPROVED EXISTING 821-6" MONOPOLE , 06 21)10 FEB ISSUED FOR.: I IIANAJAAETURER VERDI led DM DAPS 015211110N 105W50 sPLSEMORCADET ) mat NO: 139-122/ A 1 NUM 23 522F02211155 j JAC REDONE MAI Tukwila 4 ) 1A51/19 5 1 1555019351155 JAL A 42) ))')DN 1 pe1151(1) 55 City of B 47 25 4401,0,0 le'. BUILDING DIVISION 2527 I DEPTH()) Er DIDDRIP0060444 <, n siTs 2.1tIONT IMERi45.5www511 11 I ,, 01 PRo 2 F3E- w, \ r 04 1 I 2EMM,I,E-qE12 '----2---- ! , C WEIGIAT 41512S. MCKIE WALL OR SDP EDIDEID CAPINET DI NWIN GDR ERPRISIDI ANCHORS OR APPROPEO EDIV. (4 BOOS IED) er , W u 2 • L./ • co coo ! '1 ANCHOR SCRIMP (I) DJ PIA. HoLE 1 1' 014 1 MEW EECEIVED o ,!, 0 o il 1 lir 1/2" I pre ORA INION REAPSPECTED PER ESE 1417 CiTY 0;:TUKVV LA (ICI 13 2Q19 PERMIT CENTER 'ssio„AL PApiconDorc:10,14.11)20 DATROGIDDISOR 0 ! 9 -I r-' ' 71 , ,- , ii, FRONT VIEW RIGHT SIDE ` -JI / ww: VIEW __—/ PURCE i'm L HFL3 EXPANSION CABINET PEDDIE SIPPED INSPECOOR IS PRUDE 04R DDSS INSIDER 11 HAPEI I EP CONORETE ITiS A tIOLOON OFLRFOR AMMON, EINIZSTREAREADDIEME. DRDIREDION IDDLIDDEDRODWIDIALDGIDO, TODERTRISDOCIO,DIE r\CABINF MOUNTNG DEAL SHEET NUMBER: C.-5 REVISION: o 4 'SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE NOKI AAI ONGHT(Hi 32OTHON7 NEIGNT 11.02123 (—A NOKIA AMA SCALE: NOT TO SCALE NEIONTH WPM MM aY OEMNN) HEIGHT RF1 R', L D:.i 3 RF4 RF5 RFS NOKIA ASIA SCALE: NOT TO SCALE NOHIPA4IA NEIGM;NI INIOINONI DEPMIm WEIGHT KAU FIF3 DC IN EEC I SRI01 EIF1- EIFS SYNC OUT S_I CROUNCINC CEI2 SY\C IN SR,02 NOKIA ABA 3 SCALE: NOT TO SCALE 000000000000Q 000b 0000000000000 0000 00000000000000000 O 00000000000000000000000 000000rreoa000000 000 v IU 000© 0V 0-000 C3001' 00000 0 0 0,00u0 EACI SCUT UNP1 NOKIA ASIK �SCAL NOT 70 SCALE c 000000000000000000000 0000000000000000 0000000000000000'Ila 000D 00,00000 0g__ 00 CO ❑I 0 5 .1 SR.F.2 PAF.t 0RF. 31P2S OSF320 NOKIA ARIL SCALE: NOT TO SCALE NOKIA SR0INSA HEIoSTINS 2 4' N5O74PN DEPTHTDI MIGHT REVIEWED FOR CODE COMPLIANCE APPROVED FEB 061010 City of Tukwila BUILDING DIVISION 00710 0P 000 ,OD NOKIA CSR 7210 SAS —Map 6 SCALE: ,NOT TO SCALE RECEIVED C TYTUKW;LA OC1032013 PERMIT CENTER T ' Mobile' 137205038TH STREET BEILEINE, WA 9EXW Cr CROWN CASTLE I5,1i WFJ`,"EAKE AVENUE NORTH, SUE 00 SEATTI.E, IVA 98li9 M SQUARI , WIRELESS MI CALF ANANZA00 bM GIBIEIRE G ESA IR SP a31 T _MOBILE SITE NUMBER: SE03004E BU #: 880338 TUKWILA 12400 51ST PL. S TUKWILA, WA 68178 EXISTING 82'-6" MONOPOLE Eyia,D 00tcOS DITESIGNEINAVES11N 011KA50131105051 1015Arn5N1105 N'LF.703ENAKE.ACI ,t1DERr5D00ECOON OFAUCENSE N80NFSSIONALENGINEER, TOILTNRTHBDOCOREM. SHEET NUMBER C.6 REVISION: 0 TO OTEDO 033AX SPPERACADD2E3 CRIBS GAR TO ABTESSA COAX COGRAIDA1/1163 CROWD BAR ORE SSE ECRSI AUG GOLT SIZE AS SHEB NSAITED TA6C-FC36 DC - :6 BC SS 2 BIT 1 81 A2 SOAID SNBED YA3C-FC36 3/6( - 16 SO SS 2 BIT IliTi 1 iMOD11C I 00600000000300 0160( S400000600002300 0 00043DOOCCM00000;;00 , . 0 06,0000000000004 001000000000c ,,;))g00' .,,,)10cD»cy)))0000000000 g, 62 SOU GSNES COsHR 1 - P S1R51262 1A2C-FC36 3/6 - '6 SO SS TA BAO E C SIT 62/13 DRANC3 6625-27,2 DO - '6 SS 2 B DRAM 2426-25 1/2( - '5 NS SS 2 00,T 2920 SE3STHSTREET BELLEITE,WA 98006 3ARND POND W/ SAREA 'EAT SHIM -WS hOLE LONG GARRLT 22550900011 .2C, (TAG) VIII 1 30ASAING AP DIP, STWOWIT V ODNECACAS S DOT ;BCD 2 EXTDIR ANTOXICANT 30ID SIPCO() TO 6.6 LSD CS AAL CRCUNG SD DIAL BOT BE ISOLATED 'RN T1/63 MINT c- \ ANTENNA GOUNC' 500 DETAL EXTER,OR COASECTIONS 3 RECTO TO TAD STEED I DODO TO AREDITEATEAR - -4 ,oLE OM; DRAG_ CIAPRESSOS :BA ROA ?BO (2 TAG MR 3 BOTTAT OCC12 GAR IDO (NO 1 652ROR ?ADD DOT JOST COOPO1B3 TO 33 UFO Oh AL. GODS DONJONS 2 2 BAR DAL, BOT GS SAUTE) RCA, TOWER 1691111T BROTts TO TX? STEEt (TONER XS) 3 OCANG BAR S'AL 3E ISCDATSD ROO BAltaA; OR SHEATER TOWER/SIELTER 0R3, \ C BAR OETA1 US LONG 7 /- (SEE CHAO) 1 i (CLEAR) A / BST (SsG1 / ACO? WAS?ER (TTR1 __/-- CROWN al:# CASTLE A,22, CAOLB3 CONCACTOR CROPS GAR 1595 WESTLAKE MENUENORTH,SCITE 0 SEATTLE WA ,11(19 :} 30J (SEE CHART) (1,1 GADDY D1C, WIG ..12 1 ( NIEL ' c (AAA, O A.,RTA r`11VAM71 N9:1 A., 290131)SS LAGS ARE BA2 M SQUAR(Fb WIRELESS 1$87 CALLAMMO waastetaomposaa C,,, EOT TO SCA_E : N OJSUSCAcE: 2, NOT TO .,O`,LE A DS 5'04 ?ODD CABO RISC II'-1, 2. /2,/, TO 3/2--21T TAMPER RESSTANT BOLT / 11('A IOTORS sE NOTE 1 ,STRASSD / (SSi 0-011 ISAIS3 GER MAR-I2626s soE9,r9coNs k, DR3126RE GOATS SOS, AOCK WAS-LORS SAAIL SE DADL2SS STEED AI ARSWARE ARE TO BE AS FLOWS: GOAT, ADDER, CRISS BAR SPOONS AI1, UT WASOAR ID) NAT, (Th MEACHANCA. _VG CONNEC-ON T-MOBILE SITE NUMBER: SE03004E CRO2NO GAR OS SHESER CE 21362, OR ON ANT6NNA TCWER n i C2 1 1 0 1 @OA:, 0 mu. BRACKET 01 PAB tr0 0 (TAP) ) , , 9 9 COPPER 0 OM DR (4(22011 3jSCAE: NOT -0 SCALE BIJ #: 880338 TUB/ILA STANISS STEL 051 SONLESS FE rLYR R8YRR 2-yRLE IRIP/ 7 (N) SOORRESSION CONNECTOR ? */ 1 12400 51ST PL S TUKWILA, WA 98178 EXISTING 82'-6" MONOPOLE 160 'IOSS AUG, OR -s 620.101116 DOTSEDO WIG TR BS E26,11667E2 GSGO 1?111 62 BARE BAR 1S ELECTR'CAAO CONDUCTOR OE TO DONS SEDASE CRCDAC OR pow DAS (\' GROUNOWIRE INSTALLAT 0 \ SAL Gs 2/?EN GROASD 'SONDE TO FAL TOWER w° (T'P) KU ' 11OWN LEAS JSA BO TOWER, ATIADDION IA X-C NO CI 2 OVIT IAGUITOR JSE (I3LATORS GROc 'AO ( B (IAS 6 61() GER DE BR1AJBC s).).E• "Ova '6,D, ADEN ArA0110.2 RAR DEAL 1)01-3ZON IA A CONDOCRS RE AY2 TO GE 'SSIDOAD SDNS MIA NDDING ID (101BACTOR ROO COS-2312-1021 BO TO 230?JAMB S A.1" TM 0? FASO, ARRII ,, 'RE AR ARE Of POODID 6CUST DS TO TICE? STEEL OR PO7Rd1 FEES TO 32,0110OR HATERS/ ARCA ' : (-, EAR ISSUED FOR; / OADAESS Sla FEY 35 DM DEMON DENY Ai DOER 1 62/1,V19 TB ODSOOKOBIET DIC STAIDESS STE. OT'A BLOIS WASTER 2 1 29/02(19 i (6 H6DFORSITAAITL JAC STANISS SEEL DT -T° SNSLE CON \ ECTOR AT GROUND EARS SIDED. OHL D / / Sil;,(S1w2SZEGAS SKI. TOT- 'NASSER 2SOALE: N0 70 SCALE `)JSCALEA NOT T0 SCA1 MILO 12' A0 24) r-OSANDPROOGNO KIT I (SES NOTE 31 'TV/ °,--- 5-5:. 2-,OLE MVP/ Cl/PRESS/04 STADISS STET IDNECTOR FIT 6(ADER 1,,, y.....yi STADDESS 9rEa STARES MO 02.11ALE ASS'iER A / SNORE CONNE00E AT SEE_ OBJECTS sy,RR RY 0 YY.3), ANTENNA SABLE 120( OAX ,, (DTA 1,111/311 Cr TWEASS TO 136 r-- SA'S SAT I TO ANTSASA PAT i VEATBERGROODAC 1-11A9O SOSNECTOR K. i - DS RA ( 2 HIE .OBS 1 (TT'A/ 901111,e SODS ORD 1/ SAS GOT ..... FOR ,,,.., DANES SEEL -A HO-SIRING 1 , SDNIESS KEE. / HS SETAE SCREW Us 6SR IN) \ i iliPI --- , . RECEIVE ' DATES(GOADADDI2 ) 6622263:123,2161,2621 AS STRAA363 COsGGR -- A ISH \ FE 3) CRUM; ARE ITYP) ry__ r RY)SyR 11/- ))3333 REVIEWED (GRINS TO CRISS DR) L CAE SROA,S3 Hi SEE IRES 1 & 2 ?? 60AI) SCAID CODE COMPLIANC • ,,'Iir CiTY OF 1114 NADI TOD -1 ODDS MKT ASI7DAF NIA ROTE: 1 JOO S-kCALGRCNGKTATA34363aiiSDRECOJR? Y: ODPS? 61JS DR SAS FLO WASREG CORY NRJRRf- )))7_A1.)1,GE3 RAE IsI3RyPO ) APPROVED sNa1\E3)T R 03IS OrCIO I VcTTcL OSmAS6FOaRATEHNYG R GN,T,OROOT GRUO-uI.D 152 KTDALBETOF 10?AOLSR RKiIRRAC,0 95.519952 2262_2o260)u.sMK ALLN.E A.R2cA32 C N0DLE\500T (-j2"A GFiSCRSt,CRAaEDABALLEE C DIS: - EAARIL- y oy sRy 0 6 ofrulvila le STESLESW 3161I1T5I2SATAGEOYOAARIEIInOOHNF 06REMERDE OLIDSHGESIMENIFII3 TALTERTIIAOS 71ITCoE\ i AAO':WT AIOLCI\ FLOR ONECONs EETNUMBER REVISION : SOKC jSCALE\OTO SCk ICLitFyM BUDINGDVSION8 SF'CAARLDEW: 0SAE.AEROR 4t2412019 SE0324E.1800.1,1_20194414 Section 3. Proposed Template Images Notes: rht enp,l-rntilcoorraiSheetftiN11B88867 2111 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 06 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY DI' TUKWILA OCT Q i01.9 PERMIT CENTER T Nobile 1292G SE iGhl STREET 8EUVUEA 9W6 CROWN CASTLE 130i E.511AKE AVENUE NOKRI, SUITE NO .1E94U M SQUAR4 WIRELESS 017 CALLE AVANEADO CLWITECM2671{9119114111 T-MOBILE SITE NUMBER: SE03004E BlI 4: 880338 TUKWILA 12400 5IST PL. S TUKWILA, WA 9817E EXISTING STW" MONOPOLE SSUED FOR: TV DM DN1DESOPTIN Pit6/19 raRIEM 09/2/13 IC MnfOISMITR. t4ir&,DITIMM DaSIGNEM/19 ITISAiTlitlIONOFLAWFORAKYFRIMN, UNIITEYMESIMGUNDERIIIRDIEllION OFAUCBSPROESSiONUENGINEER, TOMUTHISDOCnia SHEE NEMER R71_ KEVISION: Date: June 2Y,2019 Gregory Weatherly Crown Castle 16ODCorporate Dr Canonsburg, PA15317 Carrier Designation: Crown Castle Designation: Engineering Firm / Site Data: GPD GROUP" PROFESSIONAL Cnnppvm`vw 520Gouth Main, Street Suite 2531 Akron, Ohio 44311 (216)927-8863 Structural Analysis Report T-MobileCo-Lmcate Carrier Site Name: Crown Castle BUNumber: Crown Castle Site Name: Crown Castle JDEJob Number Crown Castle Work Order Number: Crown Castle Order Number: GPD Project Number: SEO3UO4E 080338 TUKVV|LA 569697 1757459 489161 Ray.1 2018777.880338,08 1240D61*Fill. S'Tukwila, King County, VVA$817@ Latitude 47"2S'37.52",Longitude -122"f0'%4Lf9~ D2.5Foot — Valmont Monopole Tower Dear Gregory Weatherly. We are pleased to submit this "Structural Analysis Report" to determine the ohucbund integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based unour analysis wehave determined the tower stress level for the structure and foundation, under the following load case, to be: LC7:Proposed Equipment Configuration Sufficient Capacity This ono|yaia utilizes an ultimate 3-second gust wind speed of 110 mph as required bythe 2U15 |nb*m/udono| Building Code. Applicable Standard references and design oh\eha are listed in Section 2 -Ana|yoim Criteria, Structural analysis prepared by: Nicholas Colbert Respectfully submitted by: John N.Kabak.S£ REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 6 2020 City of Tukwila BUILDING DIVISION 6/2l/20lS 0^7 TUK\J!L/` � ��"^ � � �w � ��Y� ��w»PE-R,Mff CENTER b\0 00066 \ suoSouth Main Street. Suite ro1 . Akron, Ohio wm1 330-572-2100 Faxsn0-n72-2m, ww°opoom"p.cm" opoGroup, Professional Corporation 82.5 ft Monopole Tower Structural Analysis Project Number 2019777.880338.09, Order 489161, Revision 1 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 — Proposed Equipment Configuration Table 2 — Other Considered Equipment 3) ANALYSIS PROCEDURE Table 3 — Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 — Section Capacity (Summary) Table 5 — Tower Component Stresses vs. Capacity — LC7 4.1) Recommendations 5) DISCLAIMER OF WARRANTIES 6) APPENDIX A tnxTower Output 7) APPENDIX B Base Level Drawing 8) APPENDIX C Additional Calculations June 21, 2019 CCI BU No 880338 Page 2 tnxTower Report - version 8.0.5.0 82.5ftMonopole Tower Structural Analysis Project Numbe/2O1A777.8803380l Order 48QY8tRevision Y 1) INTRODUCTION June 21,20/0 CC/ 8UNo880338 Page 3 The existing tapered monopole tower has three major sections connected bvslip joints. The tower has 12sides and inevenly tapered from a34.5'`outer diameter atthe base hna 18.5^outer diameter cdthe top. The structure iagalvanized and has notower lighting. The monopole was originally designed by Valmont Industries, Inc. of Valley, Nebraska in March of 1996, The tower was originally designed for an 85 mph basic wind speed with 1/2' radial ice in accordance with TIAJEIAr 222-E Arecent mapping completed byTEP(Project #:46226.8876O.dated 4/12/2017)confirmed that the tower is shorter than the original design. Due to this diaonapanoy, all tower geometry information has been taken from the mapping. 2)ANALYS!S CRITERIA TlA-222 Revision: TN-222-H Risk Category: U Wind Speed: 110mph Exposure Category: C Topographic Factor: 1 Seismic SS: 1.499 SeiennimS1: 0.682 Service Wind Speed: GUmph Ice may be ignored for structures located inregions where the design ice thickness is less than or equal to 0.50 inches per Section 2.6.4 of TIA-222-H. rmble1-Proposed Equipment Configuration Mounting Leve|(ft) Center Line Elevation (ft� Number of Antennas Antenna Manufacturer Antenna Model Number ofFeed Lines Feed Line �i�� (in) 64.0 65.0 3 Nokia FHFB 1 1-1/4 1 Raycap RNGDC-7771-PF-48 64.0 1 Side Arm Mount [SO 1O4-3] G1�O 65.0 3 Nokia AHLOA 12 7/8 62.0 3 Commuoupe FFHH-65C-R3 3 3 Andrew TYNBXX-G51G-A2y� --- - - - - | FRIG -T Nokia 61.0 - 59.0 G Comm000pa BCC1920-VPUB S Andrew ETT19V2S12UQ 1 6 Site Pro 1 T | Commaoope F3P-12VVPlatform Mount - ECC1920-VPUB tnxToworReport ' version 8.U.5.0 82.5ftMonopole Tower Structural Analysis Project Number 2019777.880338.09, Order 489161, Revision 1 Table 2'Other Considered Equipment June 2t201D CC/ BU No 880338 Page Mounting Level (0) Center Line Elevation (ft of Antennas nk�nnas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Lino (in), 78'0 � 8OO 3 . KN1VVCommunicod_r ETCR'6541-121-16 1 3 1-1/2' 1 7/16 1 K/NVV Communications ET'X-W&1'18'65'8P 2 _ - 1 A/phaVVirm|eunLTD AVV32S8 |SamnungTe|ecnmmuni�tion | _ POWER JUNCTION CYLINDER 3 Samsung Telecommunication 2.5GHzRRH'V3 3 [Samsung | G Samsung Telecommunication — - --'-- -- -- ----- 8omsungTe|aoomrnunioation RRH'P4 ------- ------- RRH'C2AWVEXTF|LTER 79O � 3 Samsung Telecommunication POWER JUNCTION CYLINDER 3 HFGACe|wove F|N1800CAB'C2D 1 T~AnnMount [TA 8O2-3] 77.0 1 Samsung Telecommunication 2.5G8T8RRADAR FILTER 64.0 54.0 G Ampheno| HEX458CVVOUU0X 3 1-1/2 3 Ericsson RADIO 4448 G Ericsson RRUG32BGG 1 RFS/Ca\wmve D8-Cl-12C'24A8'OZ 1 _ Platform Mount [LP 13O1-1] 470 47.0 1 RFG/Ce|wove GC2'19DB8 4 1/4 3 Nokia N1PT'HC'HQAYN 1 Pipe YN [PM SO 1 3) ANALYSIS PROCEDURE Table 4 - Documents Provided Document Remarks Source Tower Drawings Valmont |ndu��hen Inc.rder��13475'3G Dated ' � ' 07/23/1896 | 1854S2O | CC|8|TEG Foundation Investigation GPDPnojeo #:3O17777.880338.04.dated 5/16/2O17 1954819 CC|S|TES / Geo�echnica|Re�o� Paoi�oTeotinyLabura��heoPn�oct#�8704'4120 � ' Dated 05/28/1897 1581821 CC|G|TE8 \ .Tower Mapping Report TEPPnojec #�4G22G.6875O.Dated 4/12/2O17 1854920 CC|G|TES 3.1) Analysis Method bnxTower(vxersiun 8.0.5.0). ocommercially available analysis software pochage, was used hucreate o three-dimensional model of the bower and calculate member stresses for various loading cases. Selected output from the analysis is included inAppendix A. tnxToworReport - version 8,U.5i0 8Z5ftMonopole Tower Structural Analysis Project Number 2019777.880338.09, Order 489161, Revision I 3.2) Assumptions June 2t20/0 CC BUNn8O0338 Page 5 1) Tower and structures were built and maintained in accordance with the manufacturer's 2) The configuration of antennas, transmission oables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings, This analysis may beaffected ifany assumptions are not valid orhave been made inerror. GPDshould be notified to determine the effect onthe structural integrity of the tower. 4)ANALYS|S RESULTS Table 5 - Section Capacity (Summary) 000uon No. Elavaunw��Component Type 1oleP �� Critical Element p�V mp^^° pq �6 Capacity Pass /pm| u 82.5-57-e1e7 Tp24�m,1n��u�1��1 ' o�3o19| / xr2.*9r5 10�0 Paoo L2 57y167'28J084 Pole co c -15.1344 1411.9559 46.8 Pao /a c&rUD* O Pole Tp34.5x28.305xo.2813 3 -19.9822 1903.5239 64.8 Pass Summary ELC: Load Case 7 pn|u(1'3) 64.8 poos Rating = 648 Pass Table 6-Tower Component Stresses vs. Capacity —UC7 Notes Component Elevatmn(ft) YtCapacity Pass /Fail / 1 Anchor Rods U 51.8 Pass 1 Base Plate | O 25.6 Pass 1 Base Foundation Structure O 0 44.9 Poao Pass 1 Base Foundation Soil Interaction 44.4 Structure Rating (max from all components) = Notes: 1) See additional documentation m"Appendix o Additional Calculations" for calculations supporting the %oapnuty consumed. o) Tower capacities per Tm-222-HSection 1o.s. 4.1) Recommendations The tower and its base and anchor foundations have sufficient capacity to oanY the proposed load configuration. No modifications are required at this time. tnxTowerReport - version B.0.5.O 825 ft Monopole Tower Structural Analysis Project Number 2019777.880338.09, Order 489161, Revision I 5)O|SCLA/K0ER OF WARRANTIES June 2t2O/9 CCI 8UNo880338 Page 6 GPD has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. Ifthe existing conditions are not as napn*oenhad on the tower e|avodun contained in this nepurt, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace afull tower inspection. The tower and foundations are assumed bzhave been properly fabricated, erected, mainteined, in good uondiUon, twist fnae, and plumb. The engineering services rendered by GPD in connection with this Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members, No allowance was made for any damaged, bent. missing, |nooe, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing tower standards and code. Wind forces resulting in tower vibrations near the structure's resonant frequencies were not considered inthis analysis and are outside the scope cfthis analysis. Lateral loading from any dynamic response was not evaluated under atime-domain based fatigue analysis. GPDdoes not analyze the fabrication ofthe structure (including welding). bisnot possible b»have all the very detailed information needed to perform a thorough analysis of every structural sub -component and connection of anexisting tower. GPDprovides alimited scope ofservice inthat wecannot verify the adequacy ofevery weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied bytransmission lines tothe structure, It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. |fany material isfabricated from these aketchea, the contractor shall be responsible for field verifying the existing oonditiona, proper fit, and clearance inthe field. Any mentions of structural modifications are reasonable estimates and should not be used eooprecise construction document. Precise modification drawings are obtainable from GPO.but are beyond the scope ofthis report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. Towers are designed hocarry gravity, vind, and ice loads. All members, |ego, diagono|o, utnuts, and redundant members provide structural stability bzthe tower with little redundancy. Absence orremoval ufamember can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts orwelds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. |fadiagonal ia also removed in addition to the nonnncdon, the unbnoced length of the leg is greatly inoramoud. jeopardizing its load carrying capacity. Failure of one leg can vonub in atower collapse because there is no redundancy. Redundant members and diagonals are critical tothe stability ofthe tower. GPO makes no warranties, expressed and/or implied, /n connection with this report and disclaims any liability arising from material, fabrication, and erection cfthis tower. {SPDwill not beresponsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data orconclusions contained inthis report. The maximum liability ofGPDpursuant hothis report will belimited 82.5 ft Monopole Tower Structural Analysis Project Number 2019777.880338.09, Order 489161, Revision 1 APPENDIX A TNXTOWER OUTPUT June 21, 2019 CCI BU No 880338 Page 7 tnxTower Report - version 8.0.5,0 c‘a 0 z 0 0 ;.; 57.9 It act,7 ft 0 4Y r GRADE A572-65 65 ksi MATERIAL STRENGTH Fy Fu i GRADE; Fy BO ksi TOWER DESIGN NOTES 1. Tower is located in King County, Washington, 2. Tower designed for Exposure C to the TIA-222-H Standard, 3. Tower designed for a 110 mph basic wind in accordance with the TIA-222-H Standard, 4. Deflections are based upon a 60 mph wind. 5. Tower Risk Category II. 6. Topographic Category 1 with Crest Height of 0.00 ft 7. CCISeismic Note: Seismic loads generated by CCISeismic 3.2.3 B. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H 9. TOWER RATING: 64.8% ALL REACTIONS ARE FACTORED AXIAL 23 K SHEAR MOMENT 3 K y 194 kip-ft SEISMIC AXIAL 20 K SHEA MOMENT 16 K 913 kip-ft TORQUE 0 kip-ft REACTIONS - 110 mph WIND /- GPD ,--7 520 South Main Street Suite 2531 . Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 J0b BU #: 880338, TUKWILA ProJect:20 7 .880338.09 '"" Crown Castle USA, Inc, Drawn bY' Nicholas Colbe ' ' D'TIA-222-H Date: 06/21 /19 scale' NTS pain:Jows No. E-1 Feed Line Distribution Chart - 82'6" Round Flat App In Face - App Out Face ,,. Truss Leg Face A c 0 co d W Face B GPD 520 South Main Street Suite 25 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Face C U #: 880338, TUKWILA Project: Y019777.880338.09 dent: Crown Casale USA, Inc. Code: TIA-222-H Drawn by: Nichol Date'05/21/19 82.50 NTS _AI elsmlc\e&$33S CCISeamlc 3.2.3 WPM MO$alsrmc Anaiysis.ari Na.E-7 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330)572-2100 FAX: (330) 572-2101 Job BU #: 880338, TUKWILA Page 1 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in King County, Washington. Tower base elevation above sea level: 22.00 ft. Basic wind speed of 110 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Deflections calculated using a wind speed of 60 mph. CCISeismic Note: Seismic loads generated by CCISeismic 3.2.3. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H. A non -linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.05. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(FW) = 0.95, Ke5(EV and Eb) = 1.0. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate 4 Use Clear Spans For Wind Area Use Clear Spans For lair Retension Guys To Initial Tension Ai Bypass Mast Stability Checks Use Azimuth Dish Coefficients 1 Project Wind Area of Appurt. Autocalc Torque Arm Areas Add IBC .6D+W Combination AI Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Ignore KUry For 60 Deg. Angle Legs Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation 11 Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-H Bracing Resist, Exemption Use TIA-222-H Tension Splice Exemption Poles J Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry Section Elevation L1 L2 L3 ft 82.50-57.92 57.92-28.71 28.71-0.00 Section Length ft 24.58 32.21 32.71 Splice Length h Number Top Bottom Wall of Diameter Diameter Thickness Sides in in in 3.00 12 4.00 12 12 19.5000 23.3392 28.3050 24.3000 29.5800 34.5000 0.1875 0.2500 0.2813 Bend Radius in 0.7500 1,0000 1.1250 Pole Grade A572-65(65 ksi) A572-65(65 ksi) A572-65(65 ksi) tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job BU #: 880338, TUKWILA Page 2 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Tapered Pole Properties Section Tip Dia. Area in in2 r in in I/C in3 J It/Q in2 w iu w/t LI 20.1217 11.6599 555.0838 6.9139 10.1010 54.9534 1124.7504 5.7387 4.7235 25.192 25.0911 14.5579 1080.3633 8.6323 12.5874 85.8289 2189.1089 7.1650 6.01999 32.053 L2 24.6762 18.5868 1264.7670 8.2659 12.0897 104.6150 2562.7608 9.1479 5.5849 22.34 30.5353 23.6107 2592.4955 10.5001 15.3224 169.1960 5253.0988 11.6204 7.2574 29.03 L3 29.9886 25.3790 2543.9629 10.0325 14.6620 173.5076 5154.7586 12.4908 6.8320 24.291 35.6178 30.9894 4631.5545 12.2503 17.8710 259.1659 9384.7850 15.2520 8.4923 30.195 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing ft LI 82.50-57.92 L2 57.92-28.71 1,3 28.71-0.00 ft2 in 1 1 1 Diagonals Horizontals Redundaras in in in Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Component Placement Total Number Start/End Width or Perimeter Weight From Type Number Per Row Position Diameter Torque ft in in plf Calculation MLC 1-IYBRID 6x12 No Surface Ar 54.00 - 8.00 2 2 -0.250 1.5300 6AWGx6(I -1/2) (CaAa) -0.250 (2) CC-05-050-FM(1/4) C No Surface Ar 47.00 - 8.00 4 2 -0.250 0.0000 & (2) CAT5e(1/4) (CaAa) -0.250 0.59 0.15 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude or Shield From Leg Torque Calculation Component Type Placement ft Total Number CAA,* f12/ft Weight plf TYPE 2 (1-7/16") C No No Inside Pole 79.00 - 8.00 3 No Ice 0.00 6 AWG (1-1/2") C No No Inside Pole 79,00 - 8.00 1 No Ice 0.00 ASU9324TYPO1 (1-1/4") A No No Inside Pole 64.00 - 8.00 1 No Ice 0.00 LDF5-50A(7/8") A No No Inside Pole 61.00 - 8.00 12 No Ice 0.00 1/2" Power Cable C No No Inside Pole 20.00 - 8.00 1 No Ice 0.00 0.60 1.50 1.05 0.33 0.50 User Defined Loads - Seismic Description CCISeismic Tower Section 1 - 1 CCISeismic Tower Section 1 - 2 CCISeismic Tower Section 1 - 3 CCISeismic Tower Section 2 - 1 CCISeismic Tower Section 2 - 2 CCISeismic Tower Section 2 - 3 CCISeismic Tower Section 2-4 CCISeismic Tower Section 3- 1 Elevation Offset Azimuth E, Ek, Ek,Eb From Angle Centroid fi ft 80.21 72.92 62.92 59.81 53.71 43.71 33.71 31.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0371 0.0869 0.0949 0.0281 0.1339 0.1445 0.1551 0.0471 0.0000 0.0000 0.0000 0,0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0659 0.1298 0.1087 0.0294 0.1153 0.0858 0.0576 0.0154 MxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330)572-2100 FAX: (330) 572-2101 Job BU #: 880338, TUKWILA Page 3 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Description Elevation Offset Azimuth From Angle Centroid ft ft CCISeismic Tower Section 3 - 2 25.00 0.00 0.0000 0.1813 0.0000 0.0000 0.0393 CCISeismic Tower Section 3 - 3 15.00 0.00 0.0000 0.1930 0.0000 0.0000 0.0166 CCISeismic Tower Section 3 - 4 5.00 0.00 0.0000 0.2046 0.0000 0.0000 0.0024 CCISeismic kmw communications (cci) ETCR-654L12H6 w/ 79.00 0.00 0.0000 0.0210 0.0000 0.0000 0.0362 Mount Pipe CCISeismic kmw communications (cci) ETCR-654L12H6 w/ 79.00 0.00 0.0000 0.0210 0.0000 0.0000 0.0362 Mount Pipe CCISeismic lanw communications (cci) ETCR-654L12H6 w/ 79.00 0.00 0.0000 0.0210 0.0000 0.0000 0.0362 Mount Pipe CCISeismic alpha wireless ltd AW3266 w/ Mount Pipe 79.00 0.00 0.0000 0.0111 0.0000 0.0000 0.0192 CCISeismic alpha wireless ltd AW3266 w/ Mount Pipe 79.00 0,00 0.0000 0.0111 0.0000 0.0000 0.0192 CCISeismic kmw communications (cci) ET-X-WM-18-65-8P w/ 79.00 0.00 0.0000 0.0117 0.0000 0.0000 0.0202 Mount Pipe CCISeismic rfs celwave FIM800CAB-C2D 79.00 0.00 0.0000 0.0106 0.0000 0.0000 0.0183 CCISeismic rfs celwave FIM800CAB-C2D 79.00 0.00 0.0000 0.0106 0,0000 0.0000 0.0183 CCISeismic rfs celwave F13/1800CAB-C2D 79.00 0.00 0.0000 0.0106 0.0000 0.0000 0.0183 CCISeismic samsung telecommunications RRH-P4 79.00 0.00 0.0000 0.0119 0.0000 0.0000 0.0205 CCISeismic samsung telecommunications RRH-P4 79.00 0.00 0.0000 0.0119 0.0000 0.0000 0.0205 CCISeismic samsung telecommunications RRH-P4 79.00 0.00 0.0000 0.0119 0.0000 0.0000 0.0205 CCISeismic samsung telecommunications POWER JUNCTION 79.00 0.00 0.0000 0.0008 0.0000 0.0000 0.0015 CYLINDER CCISeismic samsung telecommunications POWER JUNCTION 79.00 0.00 0.0000 0.0008 0.0000 0.0000 0.0015 CYLINDER CCISeismic samsung telecommunications POWER JUNCTION 79.00 0.00 0.0000 0.0008 0.0000 0.0000 0.0015 CYLINDER CCISeismic samsung telecommunications POWER JUNCTION 79.00 0.00 0.0000 0.0008 0.0000 0.0000 0.0015 CYLINDER CCISeismic (2) RRI-1-C2A W/EXT FILTER 79.00 0.00 0.0000 0.0220 0,0000 0.0000 0.0380 CCISeismic (2) RRH-C2A W/EXT FILTER 79.00 0.00 0.0000 0.0220 0.0000 0.0000 0.0380 CCISeismic (2) RRH-C2A W/EXT FILTER 79.00 0.00 0.0000 0.0220 0.0000 0.0000 0.0380 CCISeismic samsung telecommunications 2.5GHz RRH-V3 79.00 0.00 0.0000 0.0119 0.0000 0.0000 0.0205 CCISeismic samsung telecommunications 2.5GHz RRH-V3 79.00 0.00 0.0000 0.0119 0.0000 0.0000 0.0205 CCISeismic samsung telecommunications 2.5GHz RRH-V3 79.00 0.00 0.0000 0.0119 0.0000 0.0000 0,0205 CCISeismic samsung telecommunications 2.5G 8T8R RADAR 79.00 0,00 0.0000 0.0044 0.0000 0.0000 0.0076 FILTER CCISeismic (4) tower mount database (gpd) Pipe Mount 4'x2.375" 79.00 0.00 0.0000 0.0148 0.0000 0.0000 0.0255 CCISeismic (4) tower mount database (gpd) Pipe Mount 4'x2.375" 79.00 0.00 0.0000 0.0148 0.0000 0.0000 0.0255 CCISeismic (4) tower mount database (gpd) Pipe Mount 4x2,375- 79.00 0,00 0.0000 0,0148 0.0000 0.0000 0.0255 CCISeismic tower mounts (cci)T-Arm Mount [TA 602-3] 79.00 0.00 0.0000 0.1548 0.0000 0.0000 0.2673 CCISeismic (3) aokia FHFB 64.00 0.00 0.0000 0.0291 0.0000 0.0000 0.0344 CCISeismic raycap RNSDC-7771-PF-48 64.00 0.00 0.0000 0.0040 0.0000 0.0000 0.0047 CCISeismic tower mount database (gpd) Pipe Mount 502.375" 64.00 0.00 0.0000 0.0045 0.0000 0.0000 0.0053 CCISeismic tower mount database (gpd) Pipe Mount 5x2.375" 64.00 0,00 0.0000 0.0045 0.0000 0.0000 0.0053 CCISeismic tower mounts (cci) Side Arm Mount [SO 104-3] 64.00 0.00 0.0000 0.0574 0.0000 0.0000 0.0678 CCISeismic commscope (cci) FEHH-65C-R3 w/ Mount Pipe 61.00 0.00 0.0000 0.0321 0,0000 0.0000 0.0348 CCISeismic commscope (cci) FFHH-65C-R3 w/ Mount Pipe 61.00 0.00 0.0000 0.0321 0.0000 0.0000 0,0348 CCISeismic commscope (cci) FFHH-65C-R3 w/ Mount Pipe 61.00 0.00 0.0000 0.0321 0.0000 0.0000 0.0348 CCISeismic andrew TMBXX-6516-A2M w/ Mount Pipe 61.00 0.00 0.0000 0,0107 0.0000 0,0000 0.0116 CCISeismic andrew TMBXX-6516-A2M w/ Mount Pipe 61.00 0.00 0.0000 0.0107 0.0000 0,0000 0.0116 CCISeismic andrew TMBXX-6516-A2M w/ Mount Pipe 61.00 0.00 0.0000 0.0107 0,0000 0.0000 0.0116 CCISeismic (2) commscope ECC1920-VPUB 61.00 0.00 0.0000 0.0032 0.0000 0.0000 0.0034 CCISeismic (2) commscope ECC1920-VPUB 61.00 0.00 0.0000 0.0032 0.0000 0.0000 0.0034 CCISeismic (2) commscope ECC1920-VPUB 61.00 0.00 0.0000 0.0032 0.0000 0.0000 0.0034 CCISeismic nokia AHLOA 61.00 0.00 0.0000 0.0167 0.0000 0.0000 0.0181 CCISeismic nokia AHLOA 61.00 0.00 0.0000 0.0167 0,0000 0.0000 0,0181 CCISeismic nokia AHLOA 61.00 0.00 0.0000 0.0167 0.0000 0.0000 0,0181 CCISeismic (2) andrew ETT19V2S12UB 61.00 0.00 0.0000 0.0056 0.0000 0.0000 0.0060 CCISeismic (2) andrew EIT19V2S12UB 61.00 0.00 0.0000 0.0056 0.0000 0.0000 0.0060 CCISeismic (2) andrew ETT19V2S12UB 61.00 0.00 0.0000 0.0056 0.0000 0.0000 0.0060 CCISeismic (2) commscope ECC1920-VPUB 61.00 0.00 0.0000 0.0032: 0.0000 0.0000 0.0034 Ery tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330)572-2101 JobBU #: 880338, TUKWILA Page 4 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Description Elevation Offset Azimuth E, E From Angle Centroid ft ft Eh CCISeismic (2) commscope ECC1920-VPUB 61.00 0.00 0.0000 0.0032 0.0000 0.0000 0.0034 CCISeismic (2) commscope ECC1920-VPUB 61.00 0.00 0.0000 0.0032 0.0000 0.0000 0.0034 CCISeismic nolcia FRIG 61.00 0.00 0.0000 0.0109 0.0000 0.0000 0.0118 CCISeismic nokia FRIG 61.00 0,00 0.0000 0.0109 0.0000 0.0000 0.0118 CCISeismic nolcia FRIG 61.00 0.00 0,0000 0.0109 0.0000 0.0000 0.0118 CCISeismic F3P-12W Platform Mount 61.00 0.00 0.0000 0.4237 0.0000 0.0000 0.4591 CCISeismic Platform Mount [LP 1301-1] w/o (2) 2-3/8" x 36" 54.00 0.00 0.0000 0.4497 0.0000 0.0000 0.3911 pipes CCISeismic (2) amphenol HEX458CW0000X 54.00 0.00 0.0000 0.0228 0.0000 0.0000 0.0198 CCISeismic (2) amphenol HEX458CW0000X 54.00 0.00 0.0000 0.0228 0.0000 0.0000 0.0198 CCISeismic (2) amphenol HEX458CW0000X 54.00 0.00 0.0000 0.0228 0.0000 0.0000 0.0198 CCISeismic (2) ericsson RRUS 32 B66 54.00 0.00 0.0000 0.0212 0.0000 0.0000 0.0184 CCISeismic (2) ericsson RRUS 32 B66 54.00 0.00 0.0000 0.0212 0.0000 0.0000 0.0184 CCISeismic (2) ericsson RRUS 32 B66 54.00 0.00 0.0000 0.0212 0.0000 0.0000 0.0184 CCISeismic ericsson RADIO 4449 54.00 0.00 0.0000 0.0170 0.0000 0.0000 0.0148 CCISeismic ericsson RADIO 4449 54,00 0.00 0.0000 0.0170 0.0000 0.0000 0.0148 CCISeismic ericsson RADIO 4449 54.00 0.00 0.0000 0.0170 0.0000 0.0000 0.0148 CCISeismic rfs celwave DB-C1-12C-24AB-OZ 54.00 0.00 0.0000 0.0064 0.0000 0.0000 0.0056 CCISeismic tower mounts (cci) Pipe Mount [PM 601-1] 47.00 0.00 0.0000 0.0130 0.0000 0.0000 0.0088 CCISeismic (2) nokia MPT-HC-HQAM 47.00 0.00 0.0000 0.0053 0.0000 0.0000 0.0036 CCISeismic gps GPS A 20.00 0.00 0.0000 0.0002 0.0000 0.0000 0.0000 CCISeismic rfs celwave SC-2-190BB 47.00 0.00 0.0000 0.0040 0.0000 0.0000 0.0027 CCISeismic (3) samsung telecommunications TYPE 2 (1-7/16") 75.50 0.00 0.0000 0.0025 0.0000 0.0000 0.0040 From 8 to 79 (72ft to79ft) CCISeismic (3) samsung telecommunications TYPE 2 (1-7/16") 67.00 0.00 0.0000 0.0036 0.0000 0.0000 0.0046 From 8 to 79 (62ft to72ft) CCISeismic (3) samsung telecommunications TYPE 2 (1-7/16") 57.00 0.00 0.0000 0.0036 0.0000 0.0000 0.0034 From 8 to 79 (52ft to62ft) CCISeismic (3) samsung telecommunications TYPE 2 (1-7/16") 47.00 0.00 0.0000 0.0036 0.0000 0.0000 0.0024 From 8 to 79 (42ft to52ft) CCISeismic (3) samsung telecommunications TYPE 2 (1-7/16") 37.00 0.00 0.0000 0.0036 0.0000 0.0000 0.0016 From 8 to 79 (32ft to42ft) CCISeismic (3) samsung telecommunications TYPE 2 (1-7/16") 27.00 0.00 0.0000 0.0036 0.0000 0.0000 0.0009 Frorn 8 to 79 (22ft to32ft) CCISeismic (3) samsung telecommunications TYPE 2 (1-7/16") 17.00 0.00 0.0000 0.0036 0.0000 0.0000 0.0004 From 8 to 79 (12ft to22ft) CCISeismic (3) samsung telecommunications TYPE 2 (1-7/16") 10.00 0.00 0.0000 0.0014 0.0000 0.0000 0.0001 From 8 to 79 (8ft tol2ft) CCISeismic samsung telecommunications 6 AWG (1-1/2") From 8 75.50 0.00 0.0000 0.0021 0.0000 0.0000 0.0033 to 79 (72ft to79ft) CCISeismic samsung telecommunications 6 AWG (1-1/2") From 8 67.00 0.00 0.0000 0.0030 0.0000 0.0000 0.0038 to 79 (62ft to72ft) CCISeismic samsung telecommunications 6 AWG (1-1/2") From 8 57.00 0.00 0.0000 0.0030 0.0000 0.0000 0.0029 to 79 (52ft to626.) CCISeismic samsung telecommunications 6 AWG (1-1/2") From 8 47.00 0.00 0.0000 0.0030 0.0000 0.0000 0.0020 to 79 (42ft to52ft) CCISeismic samsung telecommunications 6 AWG (1-1/2") From 8 37.00 0.00 0.0000 0.0030 0.0000 0.0000 0.0013 to 79 (32ft to42f) CCISeismic samsung telecommunications 6 AWG (1-1/2") From 8 27.00 0.00 0.0000 0.0030 0.0000 0.0000 0.0007 to 79 (22ft to32ft) CCISeismic samsung telecommunications 6 AWG (1-1/2") From 8 17.00 0.00 0.0000 0.0030 0.0000 0.0000 0.0003 to 79 (12ft to22ft) CCISeismic samsung telecommunications 6 AWG (1-1/2") From 8 10,00 0.00 0.0000 0.0012 0.0000 0.0000 0.0000 to 79 (8ft tol2ft) CCISeismic nokia ASU9324TYPO1 (1-1/4") From 8 to 64 (62ft 63.00 0.00 0.0000 0.0004 0.0000 0.0000 0.0005 to64ft) CCISeismic nokia ASU9324TYPO1 (1-1/4") From 8 to 64 (52ft 57.00 0.00 0.0000 0.0021 0.0000 0.0000 0.0020 to62ft) CCISeismic nokia ASU9324TYPO1 (1-1/4") From 8 to 64 (42ft 47.00 0.00 0.0000 0.0021 0.0000 0.0000 0.0014 to52ft) traTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330)572-2100 FAX: (330) 572-2101 JobBU #: 880338, TUKWILA Page 5 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Description Elevation Offset Azimuth From Angle Centroid ftK K K K En CCISeismic nokia ASU9324TYPO1 (1-1/4") From 8 to 64 (32ft 37.00 0.00 0.0000 0.0021 0.0000 0.0000 0.0009 to42ft) CCISeismic nokia ASU9324TYPO1 (1-1/4") From 8 to 64 (22ft 27.00 0.00 0.0000 0.0021 0.0000 0.0000 0.0005 to32ft) CC1Scismic nokia ASU9324TYPOI (1-1/4") From 8 to 64 (12ft 17.00 0.00 0.0000 0.0021 0.0000 0.0000 0.0002 to22* CCISeismic nokia ASU9324TYP0I (1-1/4") From 8 to 64 (8ft 10.00 0.00 0.0000 0.0008 0.0000 0.0000 0.0000 tol2ftCCISeismic (12) andrew LDF5-50A(7/8") From 8 to 61 (52ft 56.50 0.00 0.0000 0.0071 0.0000 0.0000 0.0067 to6Ift) CCISeismic (12) andrew LDF5-50A(7/8") From 8 to 61 (42ft 47.00 0.00 0.0000 0.0079 0.0000 0.0000 0.0054 to52ft) CCISeismic (12) andrew LDF5-50A(7/8") From 8 to 61 (32ft 37.00 0.00 0.0000 0.0079 0,0000 0.0000 0.0035 to42ft) CCISeismic (12) andrcw LDF5-50A(7/8") From 8 to 61 (22ft 27.00 0.00 0.0000 0.0079 0.0000 0.0000 0.0020 to32ft) CCISeismic (12) andrew LDF5-50A(7/8") From 8 to 61 (12ft 17.00 0.00 0.0000 0.0079 0.0000 0.0000 0.0009 to22ft) CCISeismic (12) andrew LDF5-50A(7/8") From 8 to 61 (8ft to]20) 10.00 0.00 0.0000 0.0032 0.0000 0.0000 0.0001 CCISeismic (2) huber and suhner MLC HYBRID 6x12 53.00 0.00 0.0000 0.0005 0.0000 0.0000 0.0004 6AWGx6(1-1/2) From & to 54 (52ft to54ft) CCISeismic (2) huber and suhner MLC HYBRID 6x12 47.00 0.00 0.0000 0.0024 0.0000 0.0000 0.0016 6AWGx6(1-1/2) From Sto 54 (42ft to52ft) CCISeismic (2) huber and suhner MLC HYBRID 6x12 37.00 0.00 0.0000 0.0024 0.0000 0.0000 0.0010 6AWGx6(1-1/2) From 8 to 54 (32ft to42ft) CCISeismic (2) huber and suhner MLC HYBRID 6x12 27.00 0.00 0.0000 0.0024 0.0000 0.0000 0.0006 6AWGx6(1-1/2) From 8 to 54 (22ft to32ft) CCISeismic (2) huber and suhner MLC HYBRID 6x12 17.00 0.00 0.0000 0.0024 0.0000 0.0000 0.0003 6AWGx6(1-1/2) From 8 to 54 (12ft to22ft) CCISeismic (2) huber and suhner MLC HYBRID 6x12 10.00 0.00 0,0000 0.0009 0.0000 0.0000 0.0000 6AWGx6(1-1/2) From 8 to 54 (8ft tol2ft) CC1Scismic (4) (2) CC-05-050-FM(1/4) & (2) CAT5e(1/4) From 44.50 0.00 0.0000 0.0006 0.0000 0.0000 0.0004 8 to 47 (42ft to47ft) CCISeismic (4) (2) CC-05-050-FM(1/4) & (2) CAT5e(1/4) From 37.00 0.00 0.0000 0.0012 0.0000 0.0000 0.0005 8 to 47 (32ft to42ft) CCISeismic (4) (2) CC-05-050-FM(1/4) & (2) CAT5e(1/4) From 27.00 0.00 0.0000 0.0012 0.0000 0.0000 0.0003 8 to 47 (22ft to32ft) CCISeismic (4) (2) CC-05-050-FM(1/4) & (2) CAT5e(1/4) From 17.00 0.00 0.0000 0,0012 0.0000 0.0000 0.0001 8 to 47 (12fe to22ft) CCISeismic (4) (2) CC-05-050-FM(1/4) & (2) CAT5e(1/4) From 10.00 0.00 0.0000 0.0005 0.0000 0.0000 0.0000 8 to 47 (8ft1o12ft) CCISeismic miscl 1/2" Power Cable From 8 to 20 (12ft to20ft) 16.00 0.00 0.0000 0.0008 0.0000 0.0000 0.0001 CCISeismic miscl 1/2" Power Cable From 8 to 20 (8ft tol2ft) 10.00 0.00 0.0000 0.0004 0.0000 0.0000 0,0000 taxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job BU #: 880338, TUKWILA Page 6 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Discrete Tower Loads Description Face Offset Offsets: Azimuth or Type Horz Adjustment Leg Lateral Placement Vert ft ft h ft CAAA Front CAAA Side ft2 Weight ETCR-654L12H6 w/ Mount A From Leg 4.00 0.0000 79.00 No Ice 10.90 4.61 0.1050 0.00 1.00 ETCR-654L12H6 w/ Mount B From Leg 4.00 0.0000 79.00 No Ice 10.90 4.61 0.1050 Pipe 0.00 1.00 ETCR-654L12H6 w/ Mount C From Leg 4.00 0.0000 79.00 No Ice 10.90 4.61 0.1050 Pipe 0.00 1.00 AW3266 w/ Mount Pipe A From Leg 4.00 0.0000 79.00 No Ice 6.09 3.95 0.0557 0.00 1.00 AW3266 w/ Mount Pipe B From Leg 4.00 0.0000 79.00 No Ice 6.09 3.95 0.0557 0.00 1.00 ET-X-WM-18-65-8P w/ C From Leg 4.00 0.0000 79.00 No Ice 4.00 2.30 0.0586 Mount Pipe 0.00 1.00 FIM800CAB-C2D A From Leg 4.00 0.0000 79.00 No Ice 1.22 1.08 0.0530 0.00 0.00 FIM800CAB-C2D B From Leg 4.00 0.0000 79.00 No Ice 1.22 1.08 0.0530 0.00 0.00 FIM800CAB-C2D C From Leg 4.00 0.0000 79.00 No Ice 1.22 1.08 0.0530 0.00 0.00 RRH-P4 A From Leg 4.00 0.0000 79.00 No Ice 2.74 1.79 0.0595 0.00 1.00 RRH-P4 B From Leg 4.00 0.0000 79.00 No Ice 2.74 1.79 0.0595 0.00 1.00 RRH-P4 C From Leg 4.00 0.0000 79.00 No Ice 2.74 179 0.0595 0.00 1.00 POWER JUNCTION A From Leg 4.00 0.0000 79.00 No Ice 0.25 025 0.0042 CYLINDER 0.00 1.00 POWER JUNCTION A From Leg 4.00 0.0000 79.00 No Ice 0.25 025 0.0042 CYLINDER 0.00 0.00 POWER JUNCTION B From Leg 4.00 0.0000 79.00 No Ice 0.25 0.25 0.0042 CYLINDER 0.00 0.00 POWER JUNCTION C From Leg 4.00 0.0000 79.00 No Ice 0.25 0.25 0.0042 CYLINDER 0.00 0.00 (2) RRH-C2A W/EXT A From Leg 4.00 0.0000 79.00 No Ice 3.11 1.38 0.0551 FILTER 0.00 1.00 (2) RRH-C2A W/EXT B From Leg 4.00 0.0000 79.00 No Ice 3.11 1.38 0.0551 Pipe FILTER 0.00 1.00 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 JobBU #: 880338, TUKWILA Page 7 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft fi ft fi CAAA CAAA Weight Front Side fi2 (2) RRH-C2A W/EXT C From Leg 4.00 0.0000 79.00 No Ice 3.11 1.38 0.0551 FILTER 0.00 1.00 2.5GHz RRH-V3 A From Leg 4.00 0.0000 79.00 No Ice 2.40 1.22 0.0595 0.00 1.00 2.5GHz RRH-V3 B From Leg 4.00 0.0000 79.00 No Ice 2.40 1.22 0.0595 0.00 1.00 2.5GH2 RRH-V3 C From Leg 4.00 0.0000 79.00 No Ice 2.40 1.22 0.0595 0.00 1.00 2.5G 8T8R RADAR FILTER C From Leg 4,00 0.0000 79.00 No Ice 0.81 0.32 0.0220 0.00 -2,00 (4) Pipe Mount 4.x2.375" A From Leg 4.00 0.0000 79.00 No Ice 0.87 0.87 0.0185 0.00 0,00 (4) Pipe Mount 4x2.375" B From Leg 4.00 0.0000 79.00 No Ice 0.87 0.87 0.0185 0.00 0.00 (4) Pipe Mount 4'x2.375" C From Leg 4.00 0.0000 79.00 No Ice 0,87 0.87 0.0185 0.00 0.00 T-Arrn Mount [TA 602-3] C None 0.0000 79.00 No Ice 11.59 11.59 0.7743 (3) FHFB A. From Face 1,00 0.0000 64.00 No Ice 2.42 1.52 0.0485 0.00 1.00 RNSDC-7771-PF-48 13 From Face 1.00 0.0000 64.00 No Ice 3.18 1.20 0.0200 0.00 1.00 Pipe Mount 5'x2.375" A From Face 1.00 0.0000 64.00 No Ice 1.19 1.19 0.0223 0.00 0.00 Pipe Mount 5'x2.375“ B From Face 1.00 0,0000 64.00 No Ice 1.19 1.19 0.0223 0.00 0.00 Side Arm Mount [SO 104-3] C None 0.0000 64.00 No Ice 3,30 3.30 0.2870 FFHH-65C-R3 w/ Mount A From 4.00 0,0000 61.00 No Ice 12.97 6.20 0.1605 Pipe Centroid-Le 0.00 g 1.00 FFHH-65C-R3 w/ Mount B From 4.00 0.0000 6 I .00 No Ice 12.97 6.20 0.1605 Pipe Centroid-Le 0.00 g 1.00 FF1-1H-65C-R3 w/ Mount C From 4.00 0.0000 61.00 No Ice 12.97 6.20 0.1605 Pipe Centroid-Le 0.00 g 1.00 TMBXX-6516-A2M w/ A From 4.00 0,0000 61.00 No Ice 5.66 4.53 0.0537 Mount Pipe Centroid-Le 0.00 g 1.00 TNIBXX-6516-A2M w/ B From 4.00 0.0000 61.00 No Ice 5.66 4.53 0.0537 Mount Pipe Centroid-Le 0.00 g 1.00 TMBXX-6516-A2M w/ C From 4.00 0.0000 61.00 No Ice 5,66 4.53 0.0537 Mount Pipe Centroid-Le 0.00 g LOO (2) ECC1920-VPUB A From 4.00 0.0000 61.00 No Ice 0.46 0.17 0.0079 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330)572-2100 FAX: (330) 572-2101 Job BU #: 880338, TUKVVILA Page 8 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft CAAA Front ft2 CAAA Side ft1 Weight Centroid-Le 0.00 g 0.00 (2) ECC1920-VPUB B From 4.00 0.0000 61.00 No Ice 0.46 0.17 0.0079 Centroid-Le 0.00 g 0.00 (2) ECC1920-VPUB C From 4.00 0.0000 61.00 No Ice 0.46 0.17 0.0079 Centroid-Le 0.00 g 0.00 AHLOA A From 4.00 0.0000 61.00 No Ice 2.23 1.39 0.0838 Centroid-Le 0.00 g 4.00 AHLOA B From 4.00 0.0000 61.00 No Ice 2.23 1.39 0.0838 Centroid-Le 0.00 g 4.00 AHLOA From 4.00 0.0000 61.00 No Ice 2.23 1'.39 0.0838 Centroid-Lc 0.00 g 4.00 (2) ETT19V2S12UB A From 4.00 0.0000 61.00 No Ice 0.57 0.28 0.0139 Centroid-Le 0.00 g 0.00 (2) EIT19V2S12UB B From 4.00 0.0000 61.00 No Ice 0.57 0.28 0.0139 Centroid-Le 0.00 g 0.00 (2) ETTI9V2S12UB C From 4.00 0.0000 61.00 No Ice 0.57 0.28 0.0139 Centroid-Le 0.00 g 0.00 (2) ECC1920-VPUB A From 4.00 0.0000 61.00 No Ice 0.46 0.17 0.0079 Centroid-Le 0.00 g -2.00 (2) ECC1920-VPUB B From 4.00 0.0000 61.00 No Ice 0.46 0 17 0.0079 Centroid -Le 0.00 g -2.00 (2) ECC1920-VPUI3 C From 4.00 0.0000 61.00 No Ice 0.46 0.17 0.0079 Centroid-Lc 0.00 g -2.00 FRIG A From 4.00 0.0000 61.00 No Ice 3.41 1.58 0.0547 Centroid-Le 0.00 g 1.00 FRIG B From 4.00 0.0000 61.00 No Ice 3.41 1.58 0.0547 Centroid -Le 0.00 g 1.00 FRIG C From 4,00 0.0000 61.00 No ice 3.41 1.58 0.0547 Centroid -Le 0.00 g 1.00 F3P-12W Platform Mount C None 0.0000 61.00 No Ice 25.52 25.52 2.1200 Platform Mount [LP 1301-1 J C None 0.0000 54.00 No Ice 50.00 50.00 2.2500 w/o (2) 2-3/8" x 36" pipes (2) HEX458CW0000X A From Leg 4.00 0.0000 54.00 No Ice 13.41 7.44 0.0570 0.00 0,00 (2) HEX458CW0000X 13 From Leg 4.00 0.0000 54.00 No Ice 13.41 7.44 0.0570 0.00 0.00 (2) HEX458CW0000X C From Leg 4.00 0.0000 54.00 No Ice 13.41 7.44 0.0570 0.00 0.00 (2) RRUS 32 B66 A From Leg 4.00 0.0000 54.00 No Ice 2.74 1.67 0.0530 tnxTower GPD 520 South Main Street State 2531 Akron, Ohio 44311 Phone: (330)572-2100 FAX: (330) 572-2101 Job BU #: 880338, TUKWILA Page 9 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert fi ftfi fi CAAA Front CAAA Side P2 Weight K 0.00 0.00 (2) RRUS 32 B66 B From Leg 4.00 0.0000 54.00 No Ice 2.74 1.67 0.0530 0.00 0.00 (2) RRUS 32 B66 C From Leg 4.00 0,0000 54.00 No Ice 2.74 1.67 0.0530 0.00 0.00 RADIO 4449 A From Leg 4.00 0.0000 54.00 No Ice 3.50 2.36 0.0850 0.00 0.00 RADIO 4449 B From Leg 4.00 0.0000 54.00 No Ice 3.50 2.36 0.0850 0.00 0.00 RADIO 4449 C From Leg 4.00 0.0000 54,00 No Ice 3.50 2.36 0,0850 0.00 0.00 DB-C1-12C-24AB-OZ C From Leg 4.00 0.0000 54.00 No Ice 4.06 3.10 0.0320 0.00 0.00 Pipe Mount [PM 601-1] B From Leg 0.50 0.0000 47.00 No Ice 3.00 0.90 0.0650 0.00 0.00 (2) MPT-HC-HQAM B From Leg 1.00 0.0000 47.00 No Ice 0.71 0.39 0.0132 0.00 0.00 GPS_A B From Leg 1.00 0.0000 20.00 No Ice 0.26 0.26 0.0009 0.00 1.00 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside or Type Type Horz Adjustment Beam Leg Lateral Width Vert ft SC2-190BB B Paraboloid From 1.00 -20.0000 w/Shroud (HP) Leg 0.00 0.00 Diameter fi ft Aperture Weight Area fl2 47,00 2.20 No Ice 3.80 0.0200 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Gov. Deflection Load in Comb. Tilt Twist L I 82.5 - 57.9167 8.797 35 0.7843 0.0007 L2 60.9167 - 28.7084 5.334 35 0.7244 0.0004 L3 32.7084 - 0 1.692 35 0.4574 0.0001 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job BU #: 880338, TUKWILA Page 10 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov, Load Comb. Deflection in Tilt 80.21 CCISeismic Tower Section 1 - 1 35 8.422 0.7809 79.00 ETCR-654L12H6 w/ Mount Pipe 35 8.225 0.7790 75.50 CCISeismic (3) samsung telecommunications TYPE 2 35 7.654 0.7730 (1-7/16") From 8 to 79 (72ft to79ft) 72.92 CCISeismic Tower Section 1 - 2 35 7.235 0.7677 0.0005 30779 67.00 CCISeismic (3) samsung telecommunications TYPE 2 35 6.287 0.7511 0.0005 19030 (1-7/16") From 8 to 79 (62ft to72ft) 64.00 (3) FHFB 35 5.814 0.7393 0.0005 15912 63.00 CCISeismic nokia ASU9324TYPO1 (1-1/4") From 8 to 35 5.657 0.7348 0.0005 15025 64 (62ft to64ft) 62.92 CCISeismic Tower Section 1 - 3 35 5.644 0.7344 0.0005 14953 61.00 FFHH-65C-R3 w/ Mount Pipe 35 5.347 0.7248 0.0004 13254 59.81 CCISeismic Tower Section 2 - 1 35 5.165 0.7182 0.0004 12080 57.00 CCISeismic (3) samsung telecommunications TYPE 2 35 4.738 0.7005 0.0004 9638 (1-7/16") From 8 to 79 (52ft to62ft) 56.50 CCISeismic (12) andrew LDFS-50A(7/8") From 8 to 61 35 4.663 0.6971 0.0004 9278 (52ft to6lft) 54.00 Platform Mount [LP 1301-1] w/o (2) 2-3/8" x 36'' pipes 35 4.294 0.6788 0.0004 7809 53.71 CCISeismic Tower Section 2 - 2 35 4.251 0.6765 0.0004 7667 53.00 CCISeismic (2) huber and suhner MLC HYBRID 6x12 35 4.149 0.6709 0.0004 7344 6AWGx6(1-1/2) From 8 to 54 (52ft to54ft) 47.00 SC2-190BB 35 3.316 0.6177 0.0003 5410 44.50 CCISeismic (4) (2) CC-05-050-FM(1/4) & (2) 35 2.991 0.5927 0.0003 4875 CAT5e(1/4) From 8 to 47 (42ft to47ft) 43.71 CCISeismic Tower Section 2 - 3 35 2.891 0.5845 0.0003 4727 37.00 CCISeismic (3) samsung telecommunications TYPE 2 35 2.115 0.5096 0.0002 3760 (1-7/16") From 8 to 79 (32ft to42ft) 33.71 CCISeismic Tower Section 2 - 4 35 1.785 0,4698 0.0002 3505 3L35 CCISeismic Tower Section 3 - 1 35 L572 0.4404 0.0002 3536 27.00 CCISeismic (3) samsung telecommunications TYPE 2 35 1.228 0.3841 0.0001 4027 (1-7/16") From 8 to 79 (22ft to32ft) 25.00 CCISeismic Tower Section 3 - 2 35 1.089 0.3575 0.0001 20.00 GPS_A 35 0.788 0.2891 0.0001 17.00 CCISeismic (3) samsung telecommunications TYPE 2 35 0.635 0.2471 0.0001 (1-7/16") From 8 to 79 (I2ft to22ft) 16.00 CCISeismic 'nisei 1/2" Power Cable From 8 to 20 (12ft 35 0.588 0.2329 0.0001 6795 to20ft) 15.00 CCISeismic Tower Section 3 - 3 35 0.543 0.2187 10.00 CCISeismic (3) samsung telecommunications TYPE 2 35 0.339 0.1467 Twist Radius of Curvature ft (1-7/16") From 8 to 79 (8ft tol2ft) 5.00 CCISeismic Tower Section 3 - 4 35 0.163 0.0736 0.0006 0.0006 0.0006 0.0001 0.0001 0.0000 58994 58994 42139 4349 5436 6395 7248 10871 21743 Maximum Tower Deflections - Design Wind Section No. Elevation Horz. Deflection in Gov. Load Comb. Tilt Twist Li 82.5 - 57.9167 31.508 20 2.8081 0.0025 L2 60.9167 - 28.7084 19.114 20 2.5950 0.0016 L3 32.7084 - 0 6.065 20 1.6395 0.0004 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job BU #: 880338, TUKWILA Page 11 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov, Deflection Tilt Twist Radius of Load Curvature Comb. in 0 0 ft 80.21 CCISeismic Tower Section 1 - 1 20 30.167 2.7961 0.0023 16973 79.00 ETCR-654L12H6 w/ Mount Pipe 20 29.461 2.7895 0.0022 16973 75.50 CCISeismic (3) samsung telecommunications TYPE 2 20 27.419 2.7684 0.0021 12123 (1-7/16")From 8 to 79 (72ft to79ft) 72.92 CCISeismic Tower Section 1 - 2 20 25.920 2.7496 0.0020 8855 67.00 CCISeismic (3) samsung telecommunications TYPE 2 20 22.524 2.6903 0.0018 5474 (1-7/16") From 8 to 79 (62ft to72ft) 64.00 (3) FHFB 20 20.830 2.6485 0.0017 4569 63.00 CCISeismic nokia ASU9324TYPOI (1-1/4") From 8 to 20 20.271 2.6324 0.0017 4297 64 (62ft to64ft) 62.92 CCISeismic Tower Section 1 - 3 20 20.224 2.6310 0.0017 4274 61.00 FF1-11-i-65C-R3 w/ Mount Pipe 20 19.160 2.5966 0.0016 3743 59.81 CCISeismic Tower Section 2 - 1 20 18.506 2.5729 0.0016 3409 57.00 CCISeismic (3) samsung telecommunications TYPE 2 20 16.978 2.5098 0.0015 2713 (1-7/16") From 8 to 79 (52ft to62ft) 56.50 CCISeismic (12) andrew LDF5-50A(7/8") From 8 to 61 20 16.709 2.4976 0.0015 2611 (52ft to61ft) 54.00 Platform Mount [LP 1301-1] w/o (2) 2-3/8" x 36" pipes 20 15.387 2.4321 0.0014 2194 53.71 CCISeismic Tower Section 2 - 2 20 15.234 2.4240 0.0014 2154 53.00 CCISeismic (2) huber and suhner MLC HYBRID 6x12 20 14.867 2.4040 0.0014 2062 6AWGx6(1-1/2) From 8 to 54 (52ft to54ft) 47.00 SC2-190BB 20 11.882 2.2134 0.0011 1516 44.50 CCISeismic (4) (2) CC-05-050-FM(1/4) & (2) 20 10,719 2.1240 0.0010 1365 CAT5e(1/4) From 8 to 47 (42ft to47ft) 43.71 CCISeismic Tower Section 2 - 3 20 10.361 2.0946 0.0010 1323 37.00 CCISeismic (3) samsung telecommunications TYPE 2 20 7.580 1.8263 0.0008 1051 (1-7/16") From 8 to 79 (32ft to42ft) 33.71 CCISeismic Tower Section 2 - 4 20 6.397 1.6839 0.0007 979 31.35 CCISeismic Tower Section 3 - 1 20 5.634 1.5785 0.0006 987 27.00 CCISeismic (3) samsung telecommunications TYPE 2 20 4.399 1.3767 0.0005 1124 (1-7/16") From 8 to 79 (22ft to32ft) 25.00 CCISeismic Tower Section 3 - 2 20 3.902 1.2814 0.0004 20.00 GPS_A 20 2.825 1.0365 0.0003 17.00 CCISeismic (3) samsung telecommunications TYPE 2 20 2.277 0.8858 0.0003 (1-7/16") From 8 to 79 (12ft to22ft) 16.00 CCISeismic miscl 1/2" Power Cable From 8 to 20 (12ft 20 2.108 0.8351 0.0003 1896 to2Of() 15.00 CCISeismic Tower Section 3 - 3 20 1.945 0.7840 10.00 CCISeismic (3) samsung telecommunications TYPE 2 20 1.215 0.5259 (1-7/16") From 8 to 79 (8ft tol2ft) 5.00 CCISeismic Tower Section 3 - 4 20 0.583 0.2639 0.0003 0.0002 0.0001 1214 1517 1785 2022 3033 6067 Compression Checks Pole Design Data Section No. Elevation ft Size ft ft A in2 OP. Ratio P„ OP, Ll 82.5 - 57.9167 (1) TP24.3x19.5x0.1875 24.58 0.00 0.0 14.2043 -8.3519 830,9500 0.010 L2 57.9167 - 28.7084 (2) TP29.58x23.3392x0.25 32.21 0.00 0.0 22.9867 -15.1344 1344.7200 0.011 L3 28.7084 - 0 (3) TP34.5x28.305x0.2813 32.71 0.00 0.0 30.9894 -19.9822 1812.8800 0.011 tnxTow er GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 l'hone: (330) 572-2100 FAX: (330) 572-2101 Job BU #: 880338, TUKVVILA Page 12 of 12 Project 2019777.880338.09 Date 10:26:05 06/21/19 Client Crown Castle USA, Inc. Designed by Nicholas Colbert Pole Bending Design Data Section No. Elevation ft Size OM.= kip-ft kip-ft Ratio M, kip-ft kip-ft LI 82.5 - 57.9167 (1) TP24.3x19.5x0.1875 75.57 424.04 0.178 0.00 L2 57.9167 - 28.7084 (2) TP29.58x23.3392x0.25 417.12 871.80 0.478 0.00 L3 28.7084 - 0 (3) TP34.5x28.305x0.2813 913.48 1366.87 0.668 0.00 424.04 871.80 1366.87 OM, Ratio A4, (Ky 0.000 0.000 0.000 Pole Shear Design Data Section No. Elevation ft Size Actual K V„ V„ K Ratio Actual V„ T, .T„ kipft kip-ft Ratio T„ LI 82.5 - 57.9167 (1) TP24.3x19.5x0.1875 7.7794 249.2850 0.031 L2 57.9167 - 28.7084 (2) TP29.58x23.3392x0.25 14.2343 403.4170 0.035 L3 28.7084 - 0 (3) TP34.5x28.305x0.2813 16.0655 543,8630 0.030 0.35 0.00 0.00 515.89 1013.29 1637.02 0.001 0.000 0.000 Pole Interaction Design Data Section No. Elevation ft Ratio OPr, Ratio Ratio Ratio Ratio Comb. Allow. M„., M,,), V. T Stress Stress Ratio Ratio Om.= Criteria Li 82.5 - 57.9167 (1) 0.010 0.178 0.000 0.031 0.001 L2 57.9167 - 28.7084 (2) 0.011 0.478 0.000 0.035 0.000 L3 28.7084 - 0 (3) 0.011 0.668 0.000 0.030 0.000 0.189 0.491 0.680 1.050 1.050 1.050 4.8.2 4.8.2 4.8.2 Section Capacity Table Section No, Elevation Component Type size Critical POP,uw Pass Element K K Capacity Fail LI 82.5 - 57.9167 Pole L2 57.9167 - 28.7084 Pole L3 28.7084 - 0 Pole TP24.3x19.5x0.1875 1 -8.3519 872.4975 18.0 Pass TP29.58x23.3392x0.25 2 -15.1344 1411.9559 46.8 Pass TP34.5x28.305x0.2813 3 -19.9822 1903.5239 64.8 Pass Summary ELC: Load Case 7 Pole (13) 64.8 Pass Rating -= 64.8 Pass 82.5 ft Monopole Tower Structural Analysis Project Number 2019777.880338.09, Order 489161, Revision 1 APPENDIX B BASE LEVEL DRAWING June 21, 2019 CC/ BU No 880338 Page 8 tnxTower Report - version 8.0.5.0 (DOER mare Eamar) (7) 1-7/IA' ro 7Y Ft Oa (1) I-1/2' TO 76 TT LEVEL (OTHIR CONSUREO EOV�LiE (4) I/4' 1 47 FT LEVEE (2) 1-1/2' ro 54 FT LEVEL BUMNE55 UNTO 850005 KNOT 22:B45ELEVEI PLOT DATE: 411911016 FILE NAME: 860336 BASELEVELDWG PROPOSED L W* NI ) CROWN REGION ADDRESS 12) 7/6' TO 61 PT LEVEL 1) I-1/4' TO 64 FT LEVEL USA DRAWN BY; P5 CHECKED BY: JCW DRAWING DATE:16110107 1 SITE NUMBER SITE NAME: SITE NAME ) TUKWIUA BUSINESS UNIT NUMBER 650335 (SITE ADDRESS 11400515T PL. S TUKWILA, 095175 KING COUNTY USA SHEET TITLE BASE LEVEL DRAWING Al O 82.5 ft Monopole Tower Structural Analysis Project Number 2019777.880338,09, Order 489161, Revision 1 APPENDIX C ADDITIONAL CALCULATIONS June 21, 2019 CCI BU No 880338 Page 9 tnxTower Report - version 80.5.0 Monopole Base Plate Connection Site Info BU # 880338 Site Name TUKWILA Order # 489161 Rev. 1 Analysis Considerations TIA-222 Revision H Grout Considered: No 0.75 Applied Loads Moment (kip-ft) 913.48 Axial Force (kips) 23.32 Shear Force (kips) 16.05 *TIA-222-H Section 15.5 Applied aCCROWN CASTLE Connection Properties Analysis Results Anchor Rod Data (8) 2-1/4"0 bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 42.22" BC Base Plate Data 48.22" OD x 2.5" Plate (A633; Fy=60 ksi, Fu=85 ksi) Stiffener Data N/A Pole Data 34.5" x 0.28125" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) Anchor Rod Summary Pu_c = 132.58 Vu = 2.01 Mu = n/a Base Plate Summary (units of kips, kip -in) 4iPn_c = 243.75 Stress Rating Vn = 73.13 51.9% Mn = n/a Pass Max Stress (ksi): 14.54 Allowable Stress (ksi): 54 Stress Rating: 25.6% (Flexural) Pass CClplate - version 3.6.0 Analysis Date: 6/21/2019 Drilled Pier Foundation BU Site Name: Order Number: TIA•222 Revison: Tower Type: 880338 TUKWILA 489161 Rev. 1 H Monopole Applied Loads 0 P. Moment .tip.ttY Axial Force (kips) 23,32 Shear Force (kips) 16.05 Concrete Strength, c: Rebar Strength, Fy: 60 ksi Pier De Data Depth Ex ove de 48 ft 1,833 Pier Section 1 From 1.833'above grade to 48'beloo grade Pier Diameter 6.5 ft Rebar Quantity 21 Rebar Size 8 Clear Cover to -ries 3 in Tie Size 4 Analysis Results Soil Vertical ity Compression Uplift Skin Friction (kips) 295.89 - End Bearing (kips) 232,70 • Weight of Concrete (kips) 223,11 Total Capacity (kips) 528,59 Axial (kips) 246,43 - Rating* 44.4% Soil Interaction Rating* 44.4% `Rating per TIA•222-H Section 15.5 App OCCROWN CASTLE y Check Lintel: A-222• ection 15.5: p N/A 0 Groundwater Depth 18 ft ft of Layers 4 Soil Profile Layer Top (ft) Bottom (ft) Thickness (ft) yson (pcf) yro�usu (pcf) Cohesion (ksf) Angle of Friction (degrees) Calculated Ultimate Skin Friction Comp (ksf) Calculated Ultimate Skin Friction Uplift (ksf) Ultimate Skin Friction Comp Override (ksf) Ultimate Skin Friction Uplift Override (ksf) Ult. Gross Bearing Capacity (ks° SPT Blow Count Soil Type 1 0 16 16 110 150 0 0.000 0.000 0,00 0.00 Cohesionless 2 16 18 2 110 150 20.077 0,000 0.000 _0,00 0.00 Cohesionless 3 18 25 7 47.6 87.6 20.077 0,000 0,000 0,00 0.00 Cohesionless 4 25 48 23 47,6 87.6 20.077 0,000 0.000 0,84 0,84 9.35 Cohesionless Version 2,1.1 ~ — Caisson Foundat'onUP' � B0#:Q8Q338/TUKWULA 2019777.880338.09 le Summary Reinforcement Check Allowable Stress Ratio = App|yT|A,222'H Section 15.5? 1.00 Yes Case 2'Compression Nominal Moment Capacity (Mn)= = �= Factored Moment Capacity ((�Mn)= Maximum Bending Moment (K4u)= � 34421.0k'in 3868.4k4t 0.9 2581.58 h'ft 14600000 in'|bs 12167 k'ft Deflection Check Load Type Allowable Deflection Max Deflection from LP|LE Deflections are Acceptable 1.5 in 0,7859 in 880338.1pllo.txt LPile for Windows, Version 2019-11.001 Analysis of Individual Piles and Drilled Shafts Subjected to Lateral Loading Using the p-y Method @ 1985-2019 by Ensoft, Inc. All Rights Reserved This copy of LPile is being used by: GPD GPD Group Serial Number of Security Device: 154178656 This copy of LPile is licensed for exclusive use by: GPD GROUP, Akron, Use of this program by any entity other than GPD GROUP, Akron, is a violation of the software license agreement. Files Used for Analysis Path to file locations: \Crown\880338\09\Rev.O\Calculation\L-Pile\ Name of input data file: 880338.1p11 Name of output report file: 880338.1p11 Name of plot output file: 880338.1p11 Name of runtime message file: 880338.1p11 Date and Time of Analysis Date: June 21, 2019 Time: 10:38:07 Problem Title Page 1 Program Options and Settings ---------------------------------------------- _________________ cnmputational Options: - use unfactnred loads in computations (conventional analysis) Engineering units Used for Data Input and Computations: - VI Customary system Units (pounds, feet, inches) Analysis Control options: - Maximum number of iterations allowed ~ swo - Deflection tolerance for convergence ~ z.ewmwE'nz in - Maximum allowable deflection ~ 100.8000 in Number of pile increments ~ znw Loading Type and Number of cycles of Loading: ' static loading specified - use of p-y modification factors for p'y curves not selected - use of layering correction not selected - No distributed lateral loads are entered - Loading by lateral soil movements acting on pile not selected - Input of shear resistance at the pile tip not ,elected - Input of moment resistance at the pile tip not selected - computation of pile -head foundation stiffness matrix not selected ' Push -over analysis of pile not selected - Buckling analysis of pile not selected Output Options: Output files use decimal points to denote decimal symbols. Values of pile -head deflection, bending moment, shear force, and soil reaction are printed for full length of pile. - printing Increment (nodal spacing of output points) ~ I - No p'y curves to be computed and reported for user specified depths - Print using wide report formats Pile Structural Properties and Geometry ________________________________________ Number of pile sections Total length of pile Depth of ground surface Pile diameters used for p'y curves are computed the length of the pile. Point No. Depth Below Pile Head feet 888338.lpzzo.txt defined ~ z ~ 49.833 ft below top of pile = 1.8350 ft p'y curve computations are defined using z points. using pile diameter valves interpolated with depth over x summary of values of pile diameter vs. depth follows. Pile Diameter inches Input Structural Properties for Pile Sections: Pile Section No. 1: Section z is a round drilled shaft' bored pile, or cIox pile Length of section ~ 49.833000 ft Shaft Diameter ~ 78.000e00 in Shear capacity of section = e.e000 lhs ________________________________________ Ground Slope and Pile Batter Angles oround Slope Angle Pile Batter Angle ~ 0.00e degrees 0.000 radians 0.000 degrees e.000 radians Soil and Rock Layering Information The soil profile is modelled using 3 layers Layer 1 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer Distance from top of pile to bottom of layer Effective unit weight at top of layer Effective unit weight at bottom of layer Friction angle at top of layer Friction angle at bottom of layer svbgrade k at top of layer subgrade k at bottom of layer Page 3 880338.lp1lo.txt NOTE: Default values for subgrade k will be computed for this layer. Layer 2 is sand, p-y criteria by Reese et al., 2974 Distance from top of pile to top of layer ~ 17.833000 ft Distance from top of pile to bottom of layer ~ 26.833000 ft Effective unit weight at top of layer ~ 17.680*00 pcf Effective unit weight at bottom of layer ~ 47.600000 pcf Friction angle at top of layer = 28.077000 deg. Friction angle at bottom of layer = 20.077080 dog. Svbgrade k at top of layer = 8.0000 pci SuhQrade k at bottom of layer ~ 0.0000 pci NOTE: Default values for suhgrade k will be computed for this layer. Layer 3 is sand, p-y criteria by Reese et al., 1974 Distance from top of pile to top of layer = 26.833e00 ft Distance from top of pile to bottom of layer 49.83300e ft Effective unit weight at top of layer ~ 47.680000 pcf Effective unit weight at bottom of layer ~ 47.600000 pcf Friction angle at top of layer ~ 20.e77800 deg. Friction angle at bottom of layer ~ 20.077000 deg. Svbgrade k at top of layer = 0.0800 pci Subgrade k at bottom of layer 0.e000 pci NOTE: Default values for svbXrade x will be computed for this layer. (Depth of the lowest soil layer extends 0.000 ft below the pile tip) ________________________________________ Summary of Input Soil Properties Layer Soil Type Layer Effective Angle of Layer Name Depth omit Wt. Friction kpy Num. (p'y curve Type) ft pcf deg. pci z Sand 1.8330 110.0000 0.10000 default (Reese, et al.) 17.8330 11e.0000 0.10000 default 2 sp^d 17.8330 47.6000 20.0770 default (Reese, et al.) 26.8330 47.6e00 20.0770 default 3 sand 26.8330 47.6*00 20.077e default (Reese, et al.) 49.8330 47.**00 2e.0770 default ________________________________________ static Loading Type Static loading criteria were used when computing p-y curves for all analyses. ________________________________________ Pile -head Loading and Pile -head Fixity Conditions 880338.lpzlo.txt Number of loads specified = 1 Load Load Condition Condition Axial Thrust Compute Top y No. Type z 2 Force' lhs vs. pile Length V ~ shear force applied normal to pile axis m = bending moment applied to pile head y ~ lateral deflection normal to pile axis S = pile slope relative to original pile batter angle n = rotational stiffness applied to pile head Values of top y vs. pile lengths can he computed only for load types with specified shear loading (Load Types z, z, and s). Thrust force is assumed to be acting axially for all pile batter angles. Computations of Nominal Moment Capacity and Nonlinear Bending Stiffness Axial thrust force values were determined from pile -head loading conditions Number of Pile Sections Analyzed ~ z Pile Section No. z: Dimensions and Properties of Drilled Shaft (Bored Pile): Length of section ~ 49.833000 ft Shaft Diameter 78.000000 in Concrete Cover Thickness (to edge of long. rebar) 3.5e0000 in Number of Reinforcing ears ~ uz bars Yield Stress of Reinforcing Bars = 60000. psi Modulus of Elasticity of Reinforcing oars ~ zemmmmoa. psi Gross Area of shaft ~ 4778. sq. in. Total Area of Reinforcing Steel 16.s9080e sq. in. Area Ratio of Steel Reinforcement ~ 0.35 percent suce'tp'euQe Bar Spacing ~ 9.4329*e in Maximum Concrete Aggregate size 0.750000 in Ratio of oar spacing to Aggregate size 12.58 Offset of center of nehar Cage from center of Pile 0.0000 in Axial structural Capacities: mom. Axial Structural capacity ~ 0.85 pc uc + py As ~ 13137.920 kips Tensile Load for Cracking of concrete '1779.656 kips Nominal Axial Tensile capacity ~ '995.4e0 kips Reinforcing Bar Dimensions and Positions Used in Computations: Bar oar oiam. oar Area x v Number inches sq. in. inches inches 880338.1p11o.txt 1 1.000000 0.790000 35.000000 0.00000 2 1.000000 0.790000 33.445048 10.316431 3 1.000000 0.790000 28.918357 19.716202 4 1.000000 0.790000 21.822143 27.364102 5 1.000000 0.790000 12.786936 32.580581 6 1.000000 0.790000 2.615553 34.902133 7 1.000000 0.790000 -7.788233 34.122477 8 1.000000 0.790000 -17.500000 30.310889 9 1.000000 0.790000 -25.656816 23.806046 10 1.000000 0.790000 -31.533910 15.185931 11 1.000000 0.790000 -34.609079 5.216479 12 1.000000 0.790000 -34.609079 -5.216479 13 1.000000 0.790000 -31.533910 -15.185931 14 1.000000 0.790000 -25.656816 -23.806046 15 1.000000 0.790000 -17.500000 -30.310889 16 1.000000 0.790000 -7.788233 -34.122477 17 1.000000 0.790000 2.615553 -34.902133 18 1.000000 0.790000 12.786936 -32.580581 19 1.000000 0.790000 21.822143 -27.364102 20 1.000000 0.790000 28.918357 -19.716202 21 1.000000 0.790000 33.445048 -10.316431 NOTE: The positions of the above rebars were computed by LPile Minimum spacing between any two bars not equal to zero - 9.433 inches between bars 18 and 19. Ratio of bar spacing to maximum aggregate size = 12.58 Concrete Properties: Compressive Strength of Concrete = 3000. psi Modulus of Elasticity of Concrete = 3122019. psi Modulus of Rupture of Concrete = -410.791918 psi Compression Strain at Peak Stress = 0.001634 Tensile Strain at Fracture of Concrete = -0.0001160 Maximum Coarse Aggregate Size = 0.750000 in Number of Axial Thrust Force Values Determined from Pile -head Loadings = 1 Number Axial Thrust Force kips 1 23.322 Definitions of Run Messages and Notes: C = concrete in section has cracked in tension. Y = stress in reinforcing steel has reached yield stress. T = ACI 318 criteria for tension -controlled section met, tensile strain in reinforcement exceeds 0.005 while simultaneously compressive strain in concrete more than 0.003. See ACI 318, Section 10.3.4. Page 6 880338.1pllo.txt Z = depth of tensile zone in concrete section is less than 10 percent of section depth. Bending Stiffness (EI) = Computed Bending Moment / Curvature. Position of neutral axis is measured from edge of compression side of pile. Compressive stresses and strains are positive in sign. Tensile stresses and strains are negative in sign. Axial Thrust Force = 23.322 kips Bending Bending Bending Depth to Max Comp Max Tens Max Conc Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in -kip kip-in2 in in/in in/in ksi ksi - Page 7 880338.1p11o.txt 0.00000875 19761. 2258345561. 15.0792422 0.0001319 -0.0005506 0.4535168 - 15.0754798 C 0.00000917 19761. 2155693490. 15.0404400 0.0001379 -0.0005771 0.4729874 -15.8036747 C 0.00000958 19761. 2061967686. 15.0054355 0.0001438 -0.0006037 0.4923970 -16.5317519 C 0.00001000 19761. 1976052366. 14.9737553 0.0001497 -0.0006303 0.5117453 -17.2597109 C 0.00001042 19761. 1897010271. 14.9450020 0.0001557 -0.0006568 0.5310324 - 17.9875514 C 0.00001083 19761. 1824048338. 14.9188392 0.0001616 -0.0006834 0.5502580 -18.7152730 C 0.00001125 19761. 1756490992. 14.8949803 0.0001676 -0.0007099 0.5694221 - 19.4428751 C 0.00001167 19761. 1693759171. 14.8731799 0.0001735 -0.0007365 0.5885245 - 20.1703574 C 0.00001208 19761. 1635353682. 14.8532261 0.0001795 -0.0007630 0.6075652 -20.8977195 C 0.00001250 19761. 1580841893. 14.8349356 0.0001854 -0.0007896 0.6265440 - 21.6249608 C 0.00001292 19761. 1529846993. 14.8181485 0.0001914 -0.0008161 0.6454608 -22.3520814 C 0.00001333 19761. 1482039275. 14.8027250 0.0001974 -0.000842.6 0.6643155 - 23.0790800 C 0.00001375 19761. 1437128994. 14.7885423 0.0002033 -0.0008692 0.6831080 -23.8059565 C 0,00001417 19761. 1394860494. 14.7754920 0.0002093 -0.0008957 0.7018382 -24.5327106 C 0.00001458 19761. 1355007337. 14.7634780 0.0002153 -0.0009222 0.7205059 - 25.2593418 C 0.00001500 19761. 1317368244. 14.7524152 0.0002213 -0.0009487 0.7391111 -25.9858496 C 0.00001542 19761. 1281763697. 14.7422273 0.0002273 -0.0009752 0.7576535 - 26.7122335 C 0.00001583 19761. 1248033073. 14.7328463 0.0002333 -0.0010017 0.7761332 -27.4384932 C 0.00001625 19761. 1216032225. 14.7242112 0.0002393 -0.0010282 0.7945500 - 28.1646281 C 0.00001708 19761. 1156713580. 14.7089638 0.0002513 -0.0010812 0.8311944 - 29.6165216 C 0.00001792 19761. 1102912949. 14.6961061 0.0002633 -0.0011342 0.8675855 -31.0679111 C 0.00001875 19761. 1053894595. 14.6853265 0.0002753 -0.0011872 0.9037227 -32.5187915 C 0.00001958 19761. 1009048017. 14.6763664 0.0002874 -0.0012401 0.9396049 -33.9691596 C 0.00002042 19761. 967862383. 14.6690098 0.0002995 -0.0012930 0.9752310 - 35.4190114 C 0.00002125 19761. 929906996. 14.6630745 0.0003116 -0.0013459 1.0106000 -36.8683429 C 0.00002208 19761. 894816166. 14.6584058 0.0003237 -0.0013988 1.0457110 -38.3171501 C 0.00002292 19761. 862277396. 14.6548718 0.0003358 -0.0014517 1.0805630 - 39.7654290 C 0.00002375 19761. 832022049. 14.6523590 0.0003480 -0.0015045 1.1151548 -41.2131752 C 0.00002458 19761. 803817912. 14.6507695 0.0003602 -0.0015573 1.1494855 - 42.6603847 C 0.00002542 19761. 777463226. 14.6500183 0.0003724 -0.0016101 1.1835540 Page 8 880338.1pllo.txt -44.1070531 C 0.00002625 19761. 752781854. 14.6500313 0.0003846 -0.0016629 1.2173592 -45.5531761 C 0.00002708 19761. 729619335. 14.6507435 0.0003968 -0.0017157 1.2509001 -46.9987493 C 0.00002792 19761. 707839654. 14.6520978 0.0004090 -0.0017685 1.2841754 -48.4437682 C 0.00002875 20248. 704267594. 14.6540438 0.0004213 -0.0018212 1.3171843 - 49.8882284 C 0.00002958 20810. 703423367. 14.6565370 0.0004336 -0.0018739 1.3499254 -51.3321251 C 0.00003042 21371. 702609171. 14.6595375 0.0004459 -0.0019266 1.3823978 -52.7754538 C 0.00003125 21932. 701822491. 14.6630101 0.0004582 -0.0019793 1.4146002 - 54.2182096 C 0.00003208 22492. 701061070. 14.6669231 0.0004706 -0.0020319 1.4465314 -55.6603878 C 0.00003292 23052. 700322880. 14.6712483 0.0004829 -0.0020846 1.4781904 -57.1019835 C 0.00003375 23612. 699606090. 14.6759600 0.0004953 -0.0021372 1.5095759 -58.5429917 C 0.00003458 24171. 698909046. 14.6810355 0.0005077 -0.0021898 1.5406867 -59.9834074 C 0.00003542 24682. 696912629. 14.6775086 0.0005198 -0.0022427 1.5707185 -60.0000000 CY 0.00003625 25107. 692605809. 14.6581875 0.0005314 -0.0022961 1.5989866 -60.0000000 CY 0.00003708 25479. 687084035. 14.6302562 0.0005425 -0.0023500 1.6260989 -60.0000000 CY 0.00003792 25827. 681159829. 14.5993302 0.0005536 -0.0024039 1.6525521 -60.0000000 CY 0.00003875 26130. 674330051. 14.5615180 0.0005643 -0.0024582 1.6779720 -60.0000000 CY 0.00003958 26429. 667674968. 14.5248324 0.0005749 -0.0025126 1.7031054 -60.0000000 CY 0.00004042 26693. 660437677. 14.4833100 0.0005854 -0.0025671 1.7273837 -60.0000000 CY 0.00004125 26935. 652981244. 14.4397398 0.0005956 -0.0026219 1.7510684 -60.0000000 CY 0.00004208 27177. 645801490. 14.3956155 0.0006058 -0.0026767 1.7743055 -60.0000000 CY 0.00004292 27405. 638569132. 14.3497967 0.0006158 -0.0027317 1.7969842 - 60.0000000 CY 0.00004375 27599. 630824981. 14.2988161 0.0006256 -0.0027869 1.8187547 -60.0000000 CY 0.00004458 27790. 623337657. 14.2497098 0.0006353 -0.0028422 1.8403232 -60.0000000 CY 0.00004542 27982. 616121289. 14.2026382 0.0006450 -0.0028975 1.8617169 -60.0000000 CY 0.00004625 28174. 609161212. 14.1574926 0.0006548 -0.0029527 1.8829352 -60.0000000 CY 0.00004708 28332. 601731966. 14.1070581 0.0006642 -0.0030083 1.9032339 - 60.0000000 CY 0.00004792 28480. 594367928. 14.0566471 0.0006735 -0.0030640 1.9231640 -60.0000000 CY 0.00004875 28629. 587252710. 14.0081545 0.0006829 -0.0031196 1.9429321 -60.0000000 CY 0.00004958 28777. 580373751. 13.9614843 0.0006923 -0.0031752 1.9625376 -60.0000000 CY Page 9 880338.1p11o.txt 0.00005292 29301. 553711324. 13.7769166 0.0007290 -0.0033985 2.0377396 -60.0000000 CY 0.00005625 29747. 528830139. 13.5976259 0.0007649 -0.0036226 2.1082439 -60.0000000 CY 0.00005958 30125. 505602182. 13.4161977 0.0007994 -0.0038481 2.1735183 -60.0000000 CY 0.00006292 30449. 483958291. 13.2441907 0.0008333 -0.0040742 2.2351687 -60.0000000 CY 0.00006625 30765. 464383810. 13.0900559 0.0008672 -0.0043003 2.2944961 -60.0000000 CY 0.00006958 31007. 445610502. 12.9354468 0.0009001 -0.0045274 2.3496163 -60.0000000 CY 0.00007292 31234. 428353330. 12.7865420 0.0009324 -0.0047551 2.4014866 -60.0000000 CY 0.00007625 31457. 412557301. 12.6460977 0.0009643 -0.0049832 2.4506555 -60.0000000 CY 0.00007958 31653. 397735644. 12.5118659 0.0009957 -0.0052118 2.4970529 -60.0000000 CY 0.00008292 31808. 383608414. 12.3793956 0.0010265 -0.0054410 2.5403276 -60.0000000 CY 0.00008625 31961. 370562302. 12.2584346 0.0010573 -0.0056702 2.5818061 -60.0000000 CY 0.00008958 32114. 358476435. 12.1477139 0.0010882 -0.0058993 2.6214685 -60.0000000 CY 0.00009292 32263. 347225573. 12.0410851 0.0011188 -0.0061287 2.6587118 -60.0000000 CY 0.00009625 32387. 336489030. 11.9301804 0.0011483 -0.0063592 2.6927090 -60.0000000 CY 0.00009958 32488. 326238760. 11.8211585 0.0011772 -0.0065903 2.7243087 -60.0000000 CY 0.0001029 32585. 316616387. 11.7193113 0.0012061 -0.0068214 2.7542066 -60.0000000 CY 0.0001063 32682. 307591034. 11.6248237 0.0012351 -0.0070524 2.7824907 -60.0000000 CY 0.0001096 32777. 299108101. 11.5370364 0.0012643 -0.0072832 2.8091432 -60.0000000 CY 0.0001129 32872. 291119433. 11.4553685 0.0012935 -0.0075140 2.8341457 -60.0000000 CY 0.0001163 32965. 283572678. 11.3789479 0.0013228 -0.0077447 2.8574460 -60.0000000 CY 0.0001196 33049. 276372035. 11.3046040 0.0013518 -0.0079757 2.8787907 -60.0000000 CY 0.0001229 33112. 269389721. 11.2205058 0.0013792 -0.0082083 2.8972567 -60.0000000 CY 0.0001263 33170. 262728739. 11.1397661 0.0014064 -0.0084411 2.9141126 -60.0000000 CY 0.0001296 33226. 256406221. 11.0639416 0.0014337 -0.0086738 2.9295148 -60.0000000 CY 0.0001329 33282. 250396627. 10.9926728 0.0014611 -0.0089064 2.9434466 -60.0000000 CY 0.0001363 33337. 244676915. 10.9256355 0.0014886 -0.0091389 2.9558912 -60.0000000 CY 0.0001396 33392. 239226242. 10.8625372 0.0015162 -0.0093713 2.9668311 -60.0000000 CY 0.0001429 33446. 234025707. 10.8031126 0.0015439 -0.0096036 2.9762486 -60.0000000 CY 0.0001462 33500. 229058132. 10.7471215 0.0015718 -0.0098357 2.9841255 -60.0000000 CY 0.0001496 33553. 224306522. 10.6942691 0.0015997 -0.0100678 2.9904408 Page 10 880338.1p11o.txt -60.0000000 CY 0.0001529 33603. 219748599. 10.6439001 0.0016276 -0.0102999 2.9951670 -60.0000000 CY 0.0001562 33653. 215381150. 10.5963856 0.0016557 -0.0105318 2.9983066 -60.0000000 CY 0.0001596 33689. 211106367. 10.5463544 0.0016830-0.0107645 2.9998166 -60.0000000 CY 0.0001629 33720. 206974629. 10.4928628 0.0017095-0.0109980 2.9974314 -60.0000000 CY 0.0001662 33748. 202996953. 10.4394300 0.0017356 -0.0112319 2.9922815 - 60.0000000 CY 0.0001696 33776. 199170910. 10.3884576 0.0017617 -0.0114658 2.9944500 -60.0000000 CY 0.0001729 33804. 195490172. 10.3399936 0.0017880 -0.0116995 2.9974191 -60.0000000 CY 0.0001762 33831. 191946454. 10.2939040 0.0018143 -0.0119332 2.9992707 - 60.0000000 CY 0.0001796 33857. 188532085. 10.2500649 0.0018407 -0.0121668 2.9999903 -60.0000000 CY 0.0001829 33883. 185237946. 10.2087017 0.0018673 -0.0124002 2.9958934 -60.0000000 CY 0.0002029 34032. 167712160. 9.9979976 0.0020288 -0.0137987 2.9999997 -60.0000000 CY 0.0002229 34156. 153224446. 9.8352516 0.0021924 -0.0151951 2.9972253 - 60.0000000 CY 0.0002429 34222. 140879102. 9.6747384 0.0023502 -0.0165973 2.9889010 -60.0000000 CY 0.0002629 34277. 130370286. 9.5301434 0.0025056 -0.0180019 2.9971031 - 60.0000000 CY 0.0002829 34327. 121332053. 9.4134833 0.0026632 -0.0194043 2.9923904 -60.0000000 CY 0.0003029 34374. 113475532. 9.3183793 0.0028227-0.0208048 2.9863031 -60.0000000 CY 0.0003229 34417. 106582129. 9.2386568 0.0029833 -0.0222042 2.9985788 -60.0000000 CY 0.0003429 34457. 100482074. 9.1730700 0.0031456 -0.0236019 2.9914988 - 60.0000000 CYT 0.0003629 34474. 94992269. 9.1035453 0.0033038 -0.0250037 2.9764541 -60.0000000 CYT 0.0003829 34489. 90070136. 9.0450063 0.0034635-0.0264040 2.9860328 60.0000000 CYT 0.0004029 34501. 85628375. 8.9946809 0.0036241 -0.0278034 2.9969321 60.0000000 CYT 0.0004229 34510. 81600595. 8.9439100 0.0037825 -0.0292050 2.9990066 60.0000000 CYT 0.0004429 34516. 77929705. 8.8923078 0.0039386 -0.0306089 2.9876607 60.0000000 CYT Summary of Results for Nominal (Unfactored) Moment Capacity for Section 1 Moment values interpolated at maximum compressive strain = 0.003 or maximum developed moment if pile fails at smaller strains. Load Axial Thrust No. kips Nominal Mom. Cap. in -kip Page 11 Max. Comp. Strain uueaaa.lpzzv.txt z 23.322 34421.241 0.0e300000 Note that the values of moment capacity in the table above are not factored by " strength reduction factor (phi -factor). In Acz 318, the valve of the strength reduction factor depends on whether the transverse reinforcing steel bars are tied hoops (8.65) or spirals (8.70). The above valves should be multiplied by the appropriate strength reduction factor to compute ultimate moment capacity according to A[z 318, Section 9.3.2.2 or the value required by the design standard being followed. The following table presents factored moment capacities and corresponding bending stiff"esses computed for common resistance factor values used for reinforced concrete sections. Axial Resist. Nominal ult. (pad ult. (pac) Bend' stiff. Load Factor Moment Cap xx. Thrust Moment Cap at ult Mom No. for Moment in -kips kips in -kips kip'in^z ''-'' '''--'--- ' ''' ''''-'- -' ''--'' '' ---'''- -'' '----' '- -- z 0.65 34421. 15.15930e 22374. 7012221*5' z 0.75 34421. 16.325400 zsoza. *uzasssan. Computed values of Pile Loading and Deflection for Lateral Loading for Load case Number z ---------------------------------------- Pile-head conditions are Shear and Moment (Loading Type 1) shear force at pile head Applied moment at pile head Axial thrust load on pile head 'zonso.e lbs '10961760.0 in-lbs 23322.0 lbs Depth Deflect. Bending shear Slope Total Bending soil Res. soil spr. nistriu. X y Moment Force s Stress stiffness p s,*h Lat. Load feet inches in-lbs lbs radians psi* in -lb ^2 Winch lb/inch lb/inch 0.00 -0.7859 -1.10s+07 -zowse. 0.00219 0.00 6.84c+12 0.00 0.00 0.00 0.4983 '0.7728 '1.11E+07 '16050. 0.00218 0.00 6.e4E+12 0.00 0.00 0.00 0.99*7 '0.7598 '1.12s+m7 -zaosw. 0.00217 0.00 6.84E+12 0.00 0.00 0.00 1.4950 '0.746e -1.13s+07 'z*mso. w.wozz* 0.00 *.84s+12 0.00 0.00 0.00 z.ono» -o'ra^o 'z.z»c+or 'z*esn. 0.00215 0.00 6.84s+12 0.05214 0.4248 0.00 2.4916 -o.zzza -1.14c+07 -1ee49. 0.00214 0.00 e.84s+12 0.2105 1.7152 Page 12 880338.1p11o.txt 0.00 2.9900 -0.7085 -1.15E+07 -16047. 0.00213 0.00 6.84E+12 0.3632 3.0656 0.00 3.4883 -0.6958 -1.16E+07 -16045. 0.00212 0.00 6.84E+12 0.5103 4.3860 0.00 3.9866 -0.6831 -1.17E+07 -16041. 0.00211 0.00 6.84E+12 0.6519 5.7065 0.00 4.4850 -0.6706 -1.18E+07 -16037. 0.00210 0.00 6.84E+12 0.7880 7.0269 0.00 4.9833 -0.6581 -1.19E+07 -16032. 0.00209 0.00 6.84E+12 0.9186 8.3473 0.00 5.4816 -0.6456 -1.20E+07 -16026. 0.00208 0.00 6.84E+12 1.0438 9.6677 0.00 5.9800 -0,6332 -1.21E+07 -16019. 0.00207 0.00 6.84E+12 1.1636 10.9881 0.00 6.4783 -0,6209 -1.22E+07 -16012. 0.00205 0.00 6.83E+12 1.2781 12.3086 0.00 6.9766 -0 6087 -1.23E+07 -16004. 0.00204 0.00 6.83E+12 1.3872 13.6290 0.00 7.4749 -0 5965 -1.24E+07 -15996. 0.00203 0.00 6.83E+12 1.4911 14.9494 0.00 7.9733 -0 5844 -1.25E+07 -15986. 0.00202 0.00 6.83E+12 1.5899 16.2698 0.00 8.4716 -0 5723 -1.26E+07 -15977. 0.00201 0.00 6.83E+12 1.6834 17.5902 0.00 8.9699 -0.5603 -1.27E+07 -15966. 0.00200 0.00 6.83E+12 1.7719 18.9106 0.00 9.4683 -0 5484 -1.28E+07 -15955. 0.00199 0.00 6.83E+12 1.8552 20.2311 0.00 9.9666 -0.5365 -1.29E+07 -15944. 0.00198 0.00 6.83E+12 1.9336 21.5515 0.00 10.4649 -0.5247 -1.30E+07 -15932. 0.00197 0.00 6.83E+12 2.0069 22.8719 0.00 10.9633 -0.5130 -1.31E+07 -15920. 0.00196 0.00 6.83E+12 2.0753 24.1923 0.00 11.4616 -0.5013 -1.32E+07 -15907. 0.00194 0.00 6.83E+12 2.1389 25.5127 0.00 11.9599 -0.4897 -1.33E+07 -15894. 0.00193 0.00 6.83E+12 2.1976 26.8331 0.00 12.4582 -0-.4782 -1.34E+07 -15881. 0.00192 0.00 6.83E+12 2.2515 28.1536 0.00 12.9566 -0:.4668 -1.35E+07 -15868. 0.00191 0.00 6.82E+12 2.3007 29.4740 0.00 13.4549 -0.4554 -1.36E+07 -15854. 0.00190 0.00 6.82E+12 2.3451 30.7944 0.00 13.9532 -0.4441 -1.36E+07 -15840. 0.00188 0.00 6.82E+12 2.3850 32.1148 0.00 14.4516 -0.4329 -1.37E+07 -15825. 0.00187 0.00 6.82E+12 2.4202 33.4352 0.00 14.9499 -0.4217 -1.38E+07 -15811. 0.00186 0.00 6.82E+12 2.4509 34.7556 0.00 15.4482 -0.4106 -1.39E+07 -15796. 0.00185 0.00 6.82E+12 2.4771 36.0761 0.00 15.9466 -0.3996 -1.40E+07 -15781. 0.00184 0.00 6.82E+12 2.4989 37.3965 0.00 16.4449 -0.3886 -1.41E+07 -15766. 0.00182 0.00 6.82E+12 2.5162 38.7169 0.00 16.9432 -0.3778 -1.42E+07 -15751. 0.00181 0.00 6.82E+12 2.5293 40.0373 0.00 Page 13 888338.1p11o.txt 17.4415 -0.3670 -1.43E+07 -15736. 0.00180 0.00 6.82E+12 2.5380 41.3577 0.00 17.9399 -0.3563 -1.44E+07 -14202. 0.00179 0.00 6.82E+12 510.4680 8568. 0.00 18.4382 -0.3456 -1.45E+07 -11149. 0.00177 0.00 6.82E+12 510.5362 8834. 0.00 18.9365 -0.3350 -1.45E+07 -8098. 0.00176 0.00 6.82E+12 509.7761 9099. 0.00 19.4349 -0.3245 -1.46E+07 -5055. 0.00175 0.00 6.82E+12 508.1984 9364. 0.00 19.9332 -0.3141 -1.46E+07 -2023. 0.00174 0.00 6.82E+12 50-5.8134 9629. 0.00 20.4315 -0.3038 -1.46E+07 992.4780 0.00172 0.00 6.82E+12 502.6316 9894. 0.00 20.9299 -0.2935 -1.46E+07 3986. 0.00171 0.00 6.82E+12 498.6631 10159. 0.00 21.4282 -0.2833 -1.46E+07 6954. 0.00170 0.00 6.82E+12 493.9181 10424. 0.00 21.9265 -0.2732 -1.45E+07 9891. 0.00168 0.00 6.82E+12 488.4063 10689. 0.00 22.4249 -0.2632 -1.44E+07 12793. 0.00167 0.00 6.82E+12 482.1375 10954. 0.00 22.9232 -0.2532 -1.44E+07 15655. 0.00166 0.00 6.82E+12 475.1211 11219. 0.00 23,4215 -0.2434 -1.42E+07 18473. 0.00165 0.00 6.82E+12 467.3663 11485. 0.00 23.9198 -0.2335 -1.41E+07 21243. 0.00163 .0.00 6.82E+12 458.8820 11750. 0.00 24.4182 -0.2238 -1.40E+07 23959. 0.00162 0.00 6.82E+12 449.6768 12015. 0.00 24.9165 -0.2142 -1.38E+07 26619. 0.00161 0.00 6.82E+12 439.7593 12280. 0.00 25.4148 -0.2046 -1.37E+07 29217. 0.00160 .0.00 6.82E+12 429.1374 12545. 0.00 25.9132 -0.1950 -1.35E+07 31749. 0.00159 0.00 6.82E+12 417.8189 12810. 0.00 26.4115 -0.1856 -1.33E+07 34212. 0.00157 0.00 6.83E+12 405.8112 13075. 0.00 26.9098 -0.1762 -1.31E+07 36601. 0.00156 0.00 6.83E+12 393.1214 13340. 0.00 27.4082 -0.1669 -1.29E+07 38911. 0.00155 0.00 6.83E+12 379.7561 13605. 0.00 27.9065 -0.1577 -1.26E+07 41140. 0.00154 0.00 6.83E+12 365.7218 13870. 0.00 28.4048 -0.1485 -1.24E+07 43284. 0.00153 0.00 6.83E+12 351.0244 14136. 0.00 28.9031 -0.1394 -1.21E+07 45337. 0.00152 0.00 6.84E+12 335.6694 14401. 0.00 29.4015 -0.1303 -1.18E+07 47296. 0.00151 0.00 6.84E+12 319.6620 14666. 0.00 29.8998 -0.1214 -1.15E+07 49158. 0.00150 0.00 6.84E+12 303.0069 14931. 0.00 30.3981 -0.1124 -1.12E+07 50918. 0.00149 0.00 6.84E+12 285.7086 15196. 0.00 30.8965 -0.1036 -1.09E+07 52573. 0.00148 0.00 6.85E+12 267.7708 15461. 0.00 31.3948 -0.09476 -1.06E+07 54119. 0.00147 0.00 6.85E+12 249.1971 15726. 0.00 31.8931 -0.08601 -1.03E+07 55552. 0.00146 0.00 6.85E+12 229.9906 15991. Page 14 880338:1pllo.txt 0.00 32.3914 -0.07731 -9947916. 56868. 0.00145 0.00 6.85E+12 210.1540 16256. 0.00 32.8898 -0.06866 -9604294. 58063. 0.00144 0.00 6.85E+12 189.6896 16521. 0.00 33.3881 -0.06006 -9253888. 59134. 0.00143 0.00 6.86E+12 168.5990 16787. 0.00 33.8864 -0.05151 -8897452. 60078. 0.00143 0.00 6.86E+12 146.8838 17052. 0.00 34.3848 -0.04301 -8535762. 60889. 0.00142 0.00 6.86E+12 124.5448 17317. 0.00 34.8831 -0.03455 -8169618. 61565. 0.00141 0.00 6.87E+12 101.5828 17582. 0.00 35.3814 -0.02613 -7799840. 62102. 0.00140 0.00 6.87E+12 77.9980 17847. 0.00 35.8798 -0.01776 -7427271. 62496. 0.00140 0.00 6.87E+12 53.7897 18112. 0.00 36.3781 -0.00942 -7052779. 62744. 0.00139 0.00 6.87E+12 28.9575 18377. 0.00 36.8764 -0.00112 -6677249. 62841. 0.00139 0.00 6.88E+12 3.5006 18642. 0.00 37.3747 0.00714 -6301594. 62784. 0.00138 0.00 6.88E+12 -22.5824 18907. 0.00 37.8731 0.01537 -5926746. 62569. 0.00137 0.00 6.88E+12 -49.2933 19173. 0.00 38.3714 0.02358 -5553660. 62192. 0.00137 0.00 6.89E+12 -76.6340 19438. 0.00 38.8697 0.03175 -5183313. 61650. 0.00136 0.00 6.89E+12 -104.6069 19703. 0.00 39.3681 0.03989 -4816707. 60939. 0.00136 0.00 6.89E+12 -133.2145 19968. 0.00 39.8664 0.04802 -4454863. 60055. 0.00136 0.00 6.89E+12 -162.4599 20233. 0.00 40.3647 0.05611 -4098829. 58994. 0.00135 0.00 6.90E+12 -192.3460 20498. 0.00 40.8631 0.06419 -3749673. 57753. 0.00135 0.00 6.90E+12 -222.8764 20763. 0.00 41.3614 0.07225 -3408486. 56327. 0.00135 0.00 6.90E+12 -254.0544 21028. 0.00 41.8597 0.08029 -3076383. 54712. 0.00134 0.00 6.91E+12 -285.8840 21293. 0.00 42.3580 0.08831 -2754504. 52906. 0.00134 0.00 6.91E+12 -318.3689 21558. 0.00 42.8564 0.09632 -2444009. 50903. 0.00134 0.00 6.91E+12 -351.5132 21824. 0.00 43.3547 0.1043 -2146083. 48700. 0.00134 0.00 6.91E+12 -385.3209 22089. 0.00 43.8530 0.1123 -1861937. 46292. 0.00133 0.00 6.91E+12 -419.7960 22354. 0.00 44.3514 0.1203 -1592802. 43677. 0.00133 0.00 6.91E+12 -454.9428 22619. 0.00 44.8497 0.1282 -1339936. 40849. 0.00133 0.00 6.91E+12 -490.7651 22884. 0.00 45.3480 0.1362 -1104619. 37805. 0.00133 0.00 6.91E+12 -527.2671 23149. 0.00 45.8464 0.1442 -888157. 34541. 0.00133 0.00 6.91E+12 -564.4525 23414. 0.00 46.3447 0.1521 -691880. 31053. 0.00133 0.00 6.91E+12 -602.3249 23679. 0.00 Page 15 46.8430 0.00 47.3414 0.00 47.8397 0.00 48.3380 0.00 48.8363 0.00 49.3347 0.00 49.8330 0.00 0.1601 -517142. 0.1680 -365322. 0.1759 -237824. 0.1839 -136076. 0.1918 0.1998 0.2077 -61533. -15673. 0.00 880338.1pllo.txt 27335. 0.00133 0.00 6.91E+12 -6 23386. 19199. 14771. 10098. 5176. 0.00 0.00133 0.00133 0.00133 0.00133 0.00133 0.00133 0.00 6.91E+12-680.1448 0.00 6.91E+12-720.0982 0.00 6.91E+12 -760.7507 0.00 6.91E+12-802.1043 0.00 6.91E+12-844.1606 0.00 6.91E+12-886.9205 * This analysis computed pile response using nonlinear moment -curvature rela- tionships. Values of total stress due to combined axial and bending stresses are computed only for elastic sections only and do not equal the actual stresses in concrete and steel. Stresses in concrete and steel may be inter- polated from the output for nonlinear bending properties relative to the magnitude of bending moment developed in the pile. Output Summary for Load Case No. 1: Pile -head deflection Computed slope at pile head Maximum bending moment Maximum shear force Depth of maximum bending moment Depth of maximum shear force Number of iterations Number of zero deflection points -0.78586909 inches 0.00218638 radians -14601070. inch-lbs 62841. lbs 20.43153000 feet below pile head 36.87642000 feet below pile head 6 1 Summary of Pile -head Responses for Conventional Analyses Definitions of Pile -head Loading Conditions: Load Type 1: Load Type 2: Load Type 3: Load Type 4: Load Type 5: Load Load Case Type Load 1 = Load 1 = Load 1 = Load 1 Load 1 Shear, V, lbs, and Load 2 = Moment, M, in-lbs Shear, V, lbs, and Load 2 = Slope, S, radians Shear, V, lbs, and Load 2 = Rot. Stiffness, R, in-lbs/rad. = Top Deflection, y, inches, and Load 2 = Moment, M, in-lbs = Top Deflection, y, inches, and Load 2 = Slope, S, radians .8880 23944. 24210. 24475. 24740. 25005. 25270. 12768. Load Axial Pile -head Pile -head Max Shear Max Moment Pile -head Type Pile -head Loading Deflection Rotation in Pile in Pile No. 1 Load 1 2 Load 2 lbs inches radians lbs 1 V, lb -16050. M, in -lb -1.10E+07 23322. -0.7859 0.00219 62841. Maximum pile -head deflection =-0.7858690943 inches Maximum pile -head rotation = 0.0021863774 radians = 0.125270 deg. Page 16 in-lbs -1.46E+07 88e338.lpzzo.tvt Summary of Warning Messages The following warning was reported 192 times **** warning **** An unreasonable valve was input for friction angle has been specified for a soil layer defined using the sand criteria. The input value is either smaller than 20 degrees or higher than oo degrees. The input data should be chocked for correctness. The following warning was reported 582 times **** Warning **** The input value for friction angle is either smaller than Ze degrees or higher than 41 degrees and no value of k has been specified for a soil layer defined using the sand criteria. Program will assume an internal default value, for k' but the friction angle is outside the range of data available. Please check your, input data for correctness. The analysis ended normally. CROWN CASTLE BU: WO: Order: 880338 1757459 489161 Structure: Rev: A 1 Location Decimal Degrees g Min Sec Lat: Long: 47.493756 -122.270608 + 47 29 37.52 - 122 16 14.19 Code and Site Parameters Seismic Design Code: Site Soil: Risk Category: USGS Seismic Reference Ss: SL: TL: TIA-222-H* 1.4990 0.5620 6 Dense Soil/Soft Rock g g s Seismic Design Category Determination Importance Factor, le: Acceleration -based site coefficient, Fa: Velocity -based site coefficient, Fv: Design spectral response acceleration short period, Sps: Design spectral response acceleration 1 s period, Spi: Seismic Design Category Based on Sps: Seismic Design Category Based on Sol: Seismic Design Category Based on Si: Controlling Seismic Design Category: 1 1.0000 1.5000 0.9993 0.5620 N/A g g *Using ASCE 7-10 Seismic Parameters CCISeismic 3.2.3 Page 1 Analysis Date: 6/21/2019 CROWN CASTLE BU: WO: Order: 880338 1757459 489161 Structure: Rev: A Tower Details Tower Type: Height, h: Effective Seismic Weight, W: Amplification Factor, A,: Tapered Monopole 82 16.65 1.0 ft kips 2.7.8.1 Seismic Base Shear Response Modification Factor, R: Discrete Appurtenance Weight in Top 1/3 of Structure, W WL: E: g: Average Moment of Inertia, la,: Fa: Approximate Fundamental Period Monopole, Ta: Seismic Response Coefficient, C, Seismic Response Coefficient Max 1, Csma, Seismic Response Coefficient Max 2, Csmax Seismic Response Coefficient Min 1, Csmin Seismic Response Coefficient Min 2, Csmin Controlling Seismic Response Coefficient, C„ Seismic Base Shear, V 1.5 6.22014 10.43222602 29000.0 386,088 2188,171006 0.474413857 2.1079 0.6662 0.1777 N/A 0,0440 N/A 0.1777 kips kips ksi in/s2 in4 hz kips 2.7.7.1.3.3 2.7.7.1,1 2.7.7.1.1 2.7.7.1.1 2.7.7.1.1 2.7.7.1.1 2.7.7.1.1 Vertical Distribution Factors Period Related Exponent, k: Sum of wihik 1.804 22715.40 2.7.7.1.2 2.7.7.1.2 CCISeismic 3.0 Page 1 Analysis Date: 6/21/2019 AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7 Hazards Report Address: Standard: ASCE/SEI 7-10 Elevation: 21.91 ft (NAVD 88) No Address at This Risk Category: II Latitude: 47.493756 Location Soil Class: D - Stiff Soil Longitude: -122.270608 Wind hte stn. WO. Stat. ,t1t / Sumo trarnwity Par! ',..T.Zrq ac, elleVUe efit.?t"1„ ;3;We:wit Cs+4,,r PA.1,411, Results: Wind Speed: 10-year MRI 25-year MRI 50-year MRI 100-year MRI Data Source: 110 Vmph 72 Vmph 79 Vmph 85 Vmph 91 Vmph ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of March 12, 2014 Date Accessed: Wed Jun 19 2019 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-10 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https://asce7hazardtooLonlinef Page 1 of 3 Wed Jun 19 2019 AMERMAN SWETY OF CIVIL ENGINEERS Seismic ��K ~°c She Soil Class: Results: D - Stiff Soil 1.499 Sov � 0i562 Sol � 1 TL � 1.5 1.499 0.843 Seismic Design Category D 1,6 MCER Response Spectrum o a Su(g)vs T(s) Data Accessed: Date Source: � ^ � ^ PGA: pGAm: FPGA : 0,999 0.562 0.623 0.623 1 1 Design Response Spectrum ~ + + + - � Wed Jun 1S2O1y USG3Seismic Design Maps based onASCEXSB7-10.incorporating Supplement 1and errata ofMarch 31.2013.and ASCE/SB7'10Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCE/SB 7'10 Ch. 21 are available from USGS. ` Ice Results: Ice Thickness: Concurrent Temperature: Gust Speed: Data Source: Date Accessed: �25 in. 25F 3Omph StandardASCE/SB 7-10, Figs. 18-2through 10'8 Wed Jun 192019 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The AScErHazard Tool isprovided for your convenience, for informational purposes only, and isprovided "as is" and without warranties o, any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, rellabil4y, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results pmvmou by this Tool to replace the sound judgment macompetent professional, having knowledge and experience mthe appropriate field(s)mpractice, nor to substitute for the standard of care required msuch professionals in interpreting and applying the contents of this Tool or the ASGE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from o,related myour use of, orreliance on, the Tool n,any in,nnnaoonobtained therein. Tvthe fullest extent permitted uy law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided uythe AacsrHazard Tool. CrCROWN %op CASTLE October 2, 2019 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 1505 Westlake Ave N Seattle, WA 98109 RECEIVED CITY OF TUKWILA OCT 0 3 2019 PERMIT CENTER : Eligible Facilities Request to modify equipment on a communications tower located at: 12200 51st P1. S, TUKWILA, WA, 98178 Crown Site Number: 880338 / Crown Site Name: TUKWILA Customer Site Number: SE03004E / Application Number: 489161 Phone: (206) 336-3204 Fax: www.crowneastle.com Crown Castle USA Inc. ("Crown Castle") on behalf of T-Mobile West LLC ("T-Mobile") is submitting the attached Eligible Facilities Request application to modify transmission equipment on a telecommunications tower located at 12200 51.st Pl. S, TUKWILA, WA 98178 in CITY OF TUKWILA, WA (the "TUKWILA Tower"). Section 6409 of the Middle Class Tax Relief and Job Creation Act of 2012, commonly known as the "Spectrum Act" (Pub. Law No. 112-96, 126 Stat 156), mandates that state and local governments "may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." Additionally, if "the reviewing State or local government determines that the application is incomplete" [they] "must provide written notice to the applicant within 3o days of receipt of the application, clearly and specifically delineating all missing documents or information." Under federal law, an Eligible Facilities Request is deemed granted with written notification in sixty (6o) days after an application is filed with a local jurisdiction, excluding tolling. T-Mobile proposes to modify the "TUKWILA Tower" as follows: Replace mount and (3) antennas; relocate (3) antennas, (6) RRU's, (6) TMA's, and (12) diplexers; and install (3) RRU's on existing tower. T-Mobile also proposes to replace (z) cabinet; remove (1) cabinet; relocate (2) system modules, and (3) RF modules; and install (1) CSR and (7) modules within existing compound. Itemized list of submittal documents: • (1) Cover Letter • (1) Building Permit Application • (3) Structural Analysis stamped by Washington State engineer • (3) Construction Drawings stamped by Washington State engineer — 11"x17" print • (i) Check T-Mobile is committed to working cooperatively with all jurisdictions around the country to secure expeditious approval of requests to modify existing personal wireless service facilities. If you should require more information regarding the Spectrum Act, please do not hesitate to contact me with your questions. The Foundation for a Wireless World. CrownCastle.com 1r) 0 5a I 411110 CrCROWN %.• CASTLE Sincerely, Sarah Baird Sarah.Baird@crowncastle.com (206) 336-3204 1505 Westlake Ave N Seattle, WA 98109 The Foundation for a Wireless World. CrownCastle.com Phone: (206) 336-3204 Fax: www.crowncastle.com P/FIRT COORD COPY CI PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0321 DATE: 10/03/2019 PROJECT NAME: T-MOBILE SITE ADDRESS: 12400 51ST PL S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: kS Nfic, qiil Building Division II Y\jrck, it)-4/1s PuW ks PA NIA" I ()-Ck Fire Preve tion • Structural r ‘S?- Ai- (2-XA0 Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/08/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved LI Corrections Required T Approved with Conditions Denied (corrections entered in Reviews) (le: Zoning Issues) DUE DATE: 11/04/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping D PW 0 Staff Initials. 12/18/2013 SAC WIRELESS LLC D Some online services are currently unavailable. See a list of service outages. (https://Inii.wa.gov/a&encv/system-status) Page 1 of 2 kJlahor & Indus tries (hops:/tlni.wa.gov) Contractors SAC WIRELESS LLC Owner or tradesperson Principals SANZO, JOSEPH (JOSE) PASQUALE, MANAGER KOZIEL, BILL R, MANAGER Doing business as SAC WIRELESS LLC WA UBI No. 603 391 663 540 MADISON STREET 9TH FLOOR CHICAGO, IL 60661 847-944-1600 Business type Limited Liability Company Governing persons BILL KOZIEL HALL CAPITAL PARTNERS; JOE SANZO; LLC NOKIA SOLUTIONS & NE; 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. SACWIWL852J2 Effective — expiration 07/01/2015— 07/02/2021 Bond Washington International Ins Co Bond account no. 9170096 Received by L&I 04/21/2015 Insurance XL INSURANCE AMERICA INC Policy no. us000754031i19a Received by L&I 04/30/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings $12, 000.00 Effective date 04/17/2015 Expiration date Until Canceled $1, 000, 000.00 Effective date 05/01/2019 Expiration date 05/01/2020 (0- 30-2& hops://secure.lni.wa.gov/ve fy/DetaiLaspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 2/6/2020